Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ECT
I ORIGINAL I RFQ No . 12 - 04 - 02 Stateion1t off oaa0Ifica1© bProeoo I CoalnuOng Professooad Qflitectlu ra0 I and C naorfeer1! SeMces lir}I, Lha IAM 1FIntilganu. ' -.4f, I. 1 ' �� il—Weamtlaas �.y7 0 `r 1 1 Watershed a i�_4r �41*t5 _ s. --•-•.-4-4 F �- engram ..,.,.,..�...b. t 7 al It a ' # iF -c-,..--- ,w--, ,Ot p- c) •\ /99 P a. r. ,.¢_ `.Lo14E3. d -104t.. .•- D.:•' * \ Q. `xy� a� - �r tiI FCT � FLOC O ) J , --.- - a � is-..y--7---L-,_-_--:: � ,'� , s -er g .t:L " g ni Y OF I P� 1 c sg..ti .� _� • `ryi+ Environmental ' Consulting & Category-Civil/Environmental Engineering Technology, Inc. I 550 West Cypress Creek Road, Suite 170 Fort Lauderdale, Florida 33309-6169 1 Environmental IOW all AC7 17 Consultin & Technology,g Inc. Phone:954 • 771 • 0444 www.ectinc.com Fax 954 • 771 • 8118 I ECT No. P1312-9999 I April 2012 Providing Environmental Solutions I • I I �It C/ • . • Environmental Consulting & Technology, Inc. IApril 30, 2012 RECEIVED ECT No. P1312-9999 y 2012 I Ont OFy Ary Ms. Jane-Hines, CMC OFAOEOF IRE ISLES Bpi City Clerk I City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 • . I Re: Request for Qualifications (RFQ) No. 12-04-02 I Continuing Professional Architectural &Engineering Services (Firms only) Category-Civil/Environmental Engineering . IDear Ms. Hines: Environmental Consulting & Technology, Inc. (ECT); an engineering, geology, and asbestos I consulting business with an office in Fort Lauderdale, is pleased to submit an original, one copy, and one electronic copy on CD expressing our interest in, knowledge of, and willingness to pro- vide the referenced services for the City of Sunny Isles Beach (City). ECT has provided envi- ronmental engineering consulting services for Broward County, other cities (Fort Lauderdale. -Pompano Beach, Pembroke Pines; etc.) and counties in South Florida and other parts of Florida, the State of Florida, federal agencies, and private firms. The ECT team has the personnel, experi- ence, and availability to provide the City with the necessary expertise and a cost-effective ap- proach to meet the objectives of this important program. The ECT team has the staff experience in Civil/ Environmental Engineering Consultant services I . and major disciplines requested in the RFQ, including drainage system design, force main analy- sis and stormwater management. In addition, ECT has experience in preparing Phase I and II en- vironmental site assessments (ESAs), performing field sampling and monitoring; completing de- - I velopments of regional impact and providing planning services; providing air emissions testing and permitting services; installing and abandoning monitor wells; preparing site assessment re- ports; as well as conducting asbestos abatement and sophisticated air, water, soil, and groundwa- I ter sampling; grant support services for remediation reimbursement; regulatory compliance au- dits; mold and indoor air quality; brownfteld issues; ordinance development and implementation: • endangered and threatened species surveys; wetland delineations and mitigation; remediation I - system design and operation; NEPA-environmental assessments; historical,and archaeological reviews; environmental/social justice evaluations; and environmental testing and monitoring. I . ECT personnel complete over 100 Phase I and II ESAs on commercial and industrial properties throughout Florida on an annual basis. In addition, ECT has provided comprehensive engineering -consulting services in all 67 counties in Florida from our seven offices within the state; and is thoroughly familiar with federal, state, and local environmental regulations. I encourage you to west Cyp ess C eek contact the references listed in this submittal to document the responsiveness and quality of our Road, Suite 170 performance on various environmental projects involving all areas of interest to the City. I Fort Lauderdale, FL - 33309 (954) 771-0444 . FAX(954) . 771-8118 An Equal Opportunity/Affirmative Action Employer - I tMs. Jane Hines, CMC, City Clerk City of Sunny Isles April 30, 2012 Page 2 ECT's primary contact for this RFQ: Jing-Yea (Paul) Yang, Ph.D, P.E., Vice President 550 West Cypress Creek Road, Suite 170 Fort Lauderdale, FL 33309 Phone: 954/771-0444 Fax: 954/771-8118 email: jvane(aectinc.com website: www.ectinc.com ECT has prepared this submittal to comply with all requirements outlined in the City's RFQ. We look forward to your favorable review of our credentials, and to working with the City on this important program. Sincerely, ENVIRONMENTAL CONSULTING & TECHNOLOGY, INC. Jing-Yea (Paul) Yang, Ph.D., P.E. Vice President JYP/aza •I • 1 I I 1 t Sean/ U'ath,t' o sa 201'_4TIv OI SNP}is�6➢Inn�fnR�)'C a Environmental Consulting&Technology,Inc. I Eiji* Civil/Environmental Engineering :.:•:• RFQ#12-04-02 I TABLE OF CONTENTS ISection Page 1.0 COMPANY INFORMATION 1 I 1.1 ECT BACKGROUND 1 1.2 PENDING, ONGOING, AND PAST LAWSUITS AND CLAIMS 2 1.3 INSURANCE 3 I2.0 QUALIFICATIONS 4 2.1 LICENSES 5 I 2.2 SCHEDULE OF SERVICES AND ECT'S CAPABILITIES 9 2.3 REPRESENTATIVE GOVERNMENTAL CLIENTS 15 I3.0 STAFFING AND QUALIFICATIONS OF PROJECT TEAM 16 3.1 PROJECT ORGANIZATION 16 3.1 SUBCONTRACTORS 18 I 3.2 GENERAL EXPERIENCE IN REQUESTED SCOPE OF SERVICES 18 3.3 CURRENT AND NEAR FUTURE WORKLOADS 24 3.4 PROJECT MANAGER'S EXPERIENCE 24 I4.0 APPROACH/METHODOLOGY 27 4.1 ECT'S APPROACH AND METHODS TO BE USED IN PROVIDING THE I REQUESTED SERVICES 27 4.2 ECT'S UNDERSTANDING OF ENGINEERING PROJECTS FOR DRAINAGE SYSTEM DESIGNS, FORCE MAIN ANALYSIS, AND STORMWATER 34 I 4.3 ECT'S STRENGTHS IN DESIGNING CIVIUENVIRONMENTAL ENGINEERING PROJECTS 38 4.4 TIMELINES AND BUDGET 39 I 5.0 REFERENCES 41 6.0 CONTRACT FORMS 49 IAPPENDIX A Resumes APPENDIX B Representative Projects APPENDIX C List of ECT'S Representative Civil/Environmental Projects in the Past Ten Years I l I I I cCi I I `CIV I M I Civil/Environmental Engineering RFQ#12-04-02 I 1.0 COMPANY INFORMATION I 1.1 ECT BACKGROUND Environmental Consulting & Technology, Inc. (ECT), is a Florida-registered professional engineering I (5520), geology (GB42), and asbestos (ZA0000131) consulting firm, founded in 1988, that offers over 24 years experience providing the full-service environmental, engineering, scientific, plan- ning, and management services specifically requested by the City of Sunny Isles Beach (City). ECT is I a corporation registered by the State of Florida (P22824) to provide services. ECT was founded on the business principle that responsive client service and satisfaction come first and foremost. We achieve this goal through a simple formula—the personal commitment of highly qualified, experienced Iprofessionals and the corporate commitment to consistently provide the highest quality services on time and within budget. Copies of both our corporate and individual registrations are provided in Section 2.0. IECT is a large business with over 215 personnel in our 16 offices located in Florida, Georgia, North Carolina, Michigan, Illinois, and Iowa. Our web site is www.ectinc.com. Our primary contacts are: IProject Manager Principal-in-Charge Marc A. Lefebvre, P.E. Larry J. Danek, Ph.D. Vice President President I550 W. Cypress Creek Road, Suite 170 3701 Northwest 98`h Street Fort Lauderdale, FL 33309 Gainesville, FL 32606 Phone: 954/771-0444 Phone: 352/332-0444 I Fax: 954/771-8118 Fax: 352/332-6722 email: mlefebvre@ectinc.com email: Idanek@ectinc.com I ECT has more than 170 professional staff members �( 1 ( Tahassee l la technical [48 P.E.s, 20 P.G.s, 12 E.I.s, 11 Ph.D.s, ��= * * u *Wile I AICP, CIH, RLA, 2 LEED Al', CWB, CHMM, 13 asbes- [� tos, 6 lead, etc.] 22 administrative/management) locat- 0.....-,-krc°'"`siflt ii* nsmr . ech m ed throughout the state in our seven Florida offices—Fort I Lauderdale, Orlando, Tampa, Gainesville, New Smyrna * Beach, Jacksonville, and Tallahassee. Figure 1-1 shows 1 'ECT SW r ..the ECT Florida office locations. The Fort Lauderdale of- Tamp�il I Vice staff includes civil/environmental engineers (P.E.$), ,,_ certified environmental assessors; air quality specialists; al asbestos specialists (LAC), geologists (P.G.$), hazardous 1 * I materials specialists; chemists; environmental scientists; field specialists; and other environmental scientists. The Vii Fort Lauderdale office has sufficient staff availability and I the requisite technical disciplines for this project; therefore, FIGURE 11. ECT FLORIDA OFFICE LOCATIONS work on this contract will be managed through this office. Assistance is available from the other seven ECT offices in Florida on an as-needed basis. I I -S twune Wng 1 I C Ina tidy g:�1: Civil/Environmental Engineering RFQ#12-04-02 ECT's professionals are among the industry's most knowledgeable, multidisciplinary specialists in the environmental field. ECT is a leader in the environmental industry, as evidenced by the fact that the a company is listed as one of the top 200 environmental companies in the United States (Engineering News Record, 2011)and one of the 100 fastest growing companies in Florida. ECT's staff members have successfully provided civil/environmental engineering services for more than 22,000 projects throughout the United States and worldwide to a variety of clients in the private and public sectors. More than 70 percent of these projects were conducted for repeat clients, clearly demon- strating ECT's commitment to the highest levels of quality, technical services, and client satisfaction. These projects include civil/environmental engineering services provided to South Florida Water Man- agement District (SFWMD) since 1995, and petroleum remediation services provided to the Florida De- D partment of Environmental Protection (FDEP) at numerous sites in South Florida and throughout the state under continuing contracts since 1993. Other examples include the completion of Phase I and II environmental site assessments (ESAs) at hundreds of sites throughout the state for the Trust for Public Land, FPL Energy, all five water management districts, and numerous local financial institutions and private corporations. Normally, it would take one week to implement service after receiving the notice to proceed. 1.2 PENDING, ONGOING, AND PAST LAWSUITS AND CLAIMS In 2006-2007, ECT participated in a marina rehabilitation/redesign project for the City of New Smyrna Beach, Florida. In 2010, an individual filed suit against the City, ECT, the design engineer and the con- struction company for injuries sustained when he fell while walking from the end of the boardwalk on top of the bulkhead. ECT contended that, on the date of the fall, ECT no longer had any responsibility for the area where the fall allegedly took place. In March 2011, this suit was settled in mediation with ECT agreeing to pay $10,000 of the $62,500 settlement. There was no admission of guilt on ECT's part; it was less expensive to settle than to continue litigation. ' ECT, through hired collection agencies, has been involved in a number of cases to recover fees owed to us. ECT does not maintain a historical listing of these cases. 1 I 1 1 1 S MI/EntritirrIngergrias 2 L , Technology.Inc. Civil/Environmental Engineering RFQ#12-04-02 1 1.3 INSURANCE aClient#:18440 2ENVICON ACORD. CERTIFICATE OF LIABILITY INSURANCE DATEIMWDOZYYYY) 12122/2011 II THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED.subject to n the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the /'us certificate holder in lieu of such endorsement(s). PRODUCERI N.ME:CONrt° _ Willis of Florida,Inc. PIcte .352 378-2511 F"' 352.378-9801 4Y.Nq Ertl. L._Nef. 4880 W Newberry Road,Ste 100 ED DL D Gainesville,FL 32607 ADDRESS: _ -- uaSURFAIS)ArFORO1NGCWERACE M.VC• 352 778-2511 (INSURER A:Ironshore Specialty Insurance__ _-— 25445 INSURED I muslin 0:Hartford Insurance of the SE 38261 Environmental Consulting 8I Sentinel Insurance Coan Ltd 11000 INSURER D: P Y Technology,Inc. I INSURER o: �_ 3701 NW 98th Street 1 INSURER E: ___ Gainesville,FL 32606 i 1 1 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: J THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOT:ITHSTANOING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IRAN 'AODLSUBR- POLICY ErfPOLICY EAP LIR TYPE OF INSURANCE /NSR:WVD POLICYt- NUMBER MRDM'rylILMWOWYYYl I LIMITS A GENERAL LIABILITY 000087402 01/01/201201/01/20131EACH G0E00`a.MRE.NCE IS1,000000. -6KAi�w5E51ErNiENiEmnDntel X'COMMERCIAL GENERAL LIRBIDrr I s 500,000 J CIAIFLSMfDE �IOCCUR I MED E,:P(Ants-Atom/0 1525,000 PERSONAL a AO_INARY 151,000,000 GENERAL AGGREGATE 152,000,000 GEn1 AGGREGATE LIMIT APPUES PEP: PRODUCTS u ccvoPADO ?52,000000 • POLICY1-1 g.,-,,,,, n LOC 15 C AUTOMOBILE LIABILITY 21UENJB5900 01101/2012 01/01/2013y mI"NE,D,ISL"GAE LIMIT 151,000,000 XI ANY AUTO I soave WORT(Psi ono,/ Is -1 ALL OWNED 1 151rED BODILY INJURY Par Rory(1 s.fU508 Ir. AmgS I II XI HIRED MI105 I X AUTOS EA PROPERTY meegd} LAGS 15 AUT¢5 en:avowal 1 I I I I _ _ 15 A I UMageLLA DAB I I moo, I 000087602 1/01/2012 01/0112013 EACH OCC RRENCE_ 155,000,000 XI EXCESS LAB rLIXAIMMA SDE _— AGGREGATE _If65,000,000 IDED I XIRrTENLDN SO `IS B naRAERs COMPENSATORI N I I2IWBAD3992 1101/2012 01/01/2013 X rr siivrte l I?yl`I AND EMPLOYERS' AATNEa ANY PROPRIETORPARTNEREXECUrVE YI"I I E L EACH ACCOEUT 151,000,000 OFFCER.MEMBER EXCLUDED? I NlA t C�Iyu.ae,rya NH) N I E;.nsEASE.EA EvttOrEE;51:000:000 DESC tics OPERATIONS bLv. I EE L.p5EASE-PCIICY LIMIT)51,000,000 A ProfJPollution 1000087402 011011201201/01/2013 51,000.000 Ea/2,000,000 A Contr./Site Legal 1000087402 61/01/2012 01/01/201 i 51,000.000 Ea/2,000,000 IDESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES IANCN ACORD III.Act:aortal Rnwl.SNMWe,U more space h nMredl I CERTIFICATE HOLDER CANCELLATION I For Information Purposes OnlySHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRRESENTAFNE C 19884010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S366618IM366396 MSMIT —Errv4°^menlal 3 1 bx. ' `' :` ►�T1 Civil/Environmental Engineering RFQ#12-04-02 D 2.0 QUALIFICATIONS Benefits to the City resulting from the selection of the ECT team to meet its civil/environmental consult- ing service needs for this solicitation include: IUI • ECT project management office located approximately 22 miles, or less than 30 minutes, 0 • from City office. Extensive knowledge and project experience throughout Broward County and South Flor- ida, including past experience with FDEP, SFWMD, and local municipalities. • Full range of environmental (scientific and engineering), planning, and management con- sulting services. • Knowledgeable and experienced in the majority of the areas specified in general scope of D services, including drainage system design, force main analysis, stormwater manage- ment, and additional potential services of conceptual design, contract drawing and speci- fication; scheduling for design and construction; costing; construction support; water dis- tribution, sanitary sewer, and stormwater master planning and design; compliance report- ing; requests for additional information responses; grant writing and applications; air quali- ty; asbestos; Phase I/II ESAs; contamination assessment/remediation; monitoring; model- ing; ecology; wetland delineations; and environmental sampling (e.g., soil/groundwater). • Commitment to the highest quality in all services. • Experienced and effective project management to meet project budgets and schedules. • Cost-effective services through sound business practices. • An experienced staff, with Florida-registered professional engineers (P.E.$), geologists (P.G.$), and asbestos personnel thoroughly familiar with federal, state, and local require- ments. ECT also has LEED-certified personnel. • ECT complies with the FDEP standard operating procedures (SOPs) for quality assur- ance (QA) (FDEP-SOP-001/01), and can provide a copy of our QA manual for review, if requested • An established corporate health and safety program. ' • Responsiveness from a staff that is readily available upon short notice for meetings, site inspection, or emergency response. • Established working relationships with regulatory and governmental agencies including the U.S. Environmental Protection Agency (EPA), FDEP, SFWMD, and many of the local county and municipal agencies. • Proven record of success. ECT's initiative toward its own sustainable business practices that demonstrate a commitment to con- servation includes the collection and recycling of paper, plastic, and aluminum cans; and the recycling of toner cartridges from our numerous printers. I 1 ' / A 4 L , Technology.Inc. In f‘1107':. Civil/Environmental Engineering RFQ#12-04-02 11 2.1 LICENSES QThis section presents professional licenses of individuals directing engineering and other services (P.E., P.G., CIH, AICP, and LEED AP). In addition, copies of ECT's licenses as an engineering, geology, and Uasbestos firm in Florida, as well as Broward County and City of Fort Lauderdale are also provided. I vi 4995777 - sr.iE oFteR . ,12th Elf C�llaria Y . : 'Q noLY 'E4Bc�*' wsm°5saaccru, .`Noarb of Lit-; "Ensnarers rv }; !y `losnstras 10)0414128 tir cS*t A Environmental do su tIsiss&Oechnology,.Inc. ��W°a [a bela. av oma. a,4 -m .�r 17. t., 'F` �,.,.:xSAWA ..nom,. ...77. SaCIMOn .,.b.'"Si... 1 u,rms:e�,m5,�s �s.y�<s,w••:r.Srm N.uu. I Canna- � �� Certificate of Authorization `{ Efl AflON:u7Y1115 CA.UC.NO: h..aAaL til- Avon No: utzoimma 6520 I - . oestAy 3R ct. 5 w. I I BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895-954-8314000 VALID OCTOBER 1,2011 THROUGH SEPTEMBER 30,2012 i S a DBA: Receipt#:327-308 Business Name:ENVIRONMENTAL CONSULTING & Business T e;HUSINESS/FINANCIAL/CONSULT' �p ( TECHNOLOGY INC (J DOOLITTLE) yp (CONSULTING SERVICE) . I yMM i Owner Name:CONSULTING & ENVIRON71ENTAL Business Opened:IO/O1/I992 d Business Location:550 W CYPRESS CREEK RD STE 1'$tate!CountylCert/RBg: II FT LAUDERDALE Exemption Code:NONExEMPT 5 I i Business Phone:954-771 044r4'tt Stl j� (7 l� k._ t; 7; Rooms R 'Seats"{ Employeesy'/y,1,f�,f�+` ' `Machines i/ Professionals 3 s -S \ - z-� _ 5 tip U iI -.6.--," 1 _ car For Vmdlne Bwino.,Orly 1 e i Number of Machines .,%- .Vending Type: • , Tax Amount Transfer Fee E fi". NSF,Feet r`'yi PesatryE.iss;;z Pnor-Years ` ,1 Collection Cost Total Paid i k 33.00 0.00- —' "'a`-'o b 'T'3,-3:-'Ar^`•0:00' 5'tc-,t o.00 3 0.00 33.00 :i k 1 i I . THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS 1'1 C. II THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is f. non-regulatory In nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the 3 i business location.This receipt does not indicate that the business is legal or that 1 it is in compliance with State or local laws and regulations. I , f Mailing Address: CONSULTING & ENVIRONMENTAL Receipt 003A-10-00013163 1 3701 NW 98 TH ST Paid 09/21/2011 33.00 r GAINSVILLE, FL 32606 - I t ;I . 2011 - 2012 :.-..;;;:::::-...--7-7n,,----------_.c..-s.. z,a..c--s _,,.,,�.,�._.�.�._,..�...�.-- J I —F_rlvponmentel 5 OC , Technology.Inc. DCivil/Environmental Engineering '\;;;;;'..' RFQ#12-04-02 II ���} of u i tclQ II c1-ntlie; t r dtr i '', 1 Punrb af,, n"3alIIgln[tr6 1 d �carD N1fNIItIia€egiv]rt] l ry t F(F7"rc + 1 `- p 2• L � Mare A. Lereblare, P.E. , Jing{ gs P.E 4, .; li n u:n®ASA P SOew.E,.a.mr vco CN, fa 41.FL A STATUTES ISS tJCfl4 ASAPIgRfM.L ENGINEER wait RN.rt�.171 F CCA SYAMO 1 Eb.u'v:ZflI FE OD NO' k:l e6R.1,1oN vlvm i..y AUDENas O@naaYn sans N= Y ' n 1:'A; PE.91324 n Audi-No:-."24301314670 "91-326 l 'i S�-'9•'. '...:1..__ . .. - •1.--1.111.2.-.P • X 4._....5= II �k �Q of C� B ��{Q of (err izf;F F. a Ar, �et 1 �lDarb of r �'ytl ngince» 1. !Rare of {] s ml€nginarrs t-F Barry Doug s.Wes/tmark, P.E. ! Leland An waSinith, P.E. Is LASED AS A PROFESSIONAL ENC:A¢n WIDER CHAPTER 471.FLORIDA STATUTE IS LICENSED AS A PPOcnS9ONN.ENGINEER UNDER AFTER 471. DR�}Ra}1M] FICC65Y0.794 nM AT 2172.170131 AUDIT No: n1201317115 PE.LIG NCC 41A AyflTNO118201]194!2 —_-. P.C. _ D ,�- I 4a1195ti9007sa �;``J�'�' s2ATe OF FLONN9 Pyfi P 7se...{r. ` .�$ 1Tl ri'ri I r x y xsmlr 7. mraV1= a as`""'- .cT m�•-.:orf rx { 'j, 1w 1 �s is i iyC vin E !s ITS 16por, - Rr b ,,f]YA•r-..,-±,..--4,...,:,,,,,...„.„,!,,,,j y ware of/g .rn'16.:Sagl nginerrs arw o�u saRcax sr7[ .;� y Francisco J�ose'�Ainram, P.E. �r� .� E„x r -- aK ?, E E. .M. i� +`1 $�U'•'!` lb'aA`D4Aansrt n•;a� !�.r a,..-147.);n1:1.4 a �.X{✓1> IS LICD AS A PROFESSIONAL ENGINEER UNDER CRAFTER 471.FLORIDA SEAWEED } �yR -,,,1.1$16/'1=a,_(f ' Ski �'1ki!rt,>•-FS�.{T1. ... ETdAT1ON.MdM23 ` P.C.IK.NO. S'1"6 if6, YY' 'S 7 3 •c�1n }`xn Amr NO: 228129132615E 45113 1�vsit4a ' .L.p,` 'L' �Iw ,irfe'aR7A11Aw � vt �K aoT�'W ���Q IIT XI U$Dare atTORT LUDEIUMLE SISSINir TAX TEAR DU-511.fs'oal f'riffs a-1.;1441 . i as....7or-. ... . Steven c `Dafskine,P.E. 1"%ta w&erl:ISter-r•na”"` 0 • ' '19 LSE`.® .,.N.L ENo1®RLwOG CNAPfFA 471.FLDRIO.R.,irtE ElwaAnoN:1R5rA1] P.E UO.No: I CARIES. E. Amort No: 2IDIDt320216 . 62446 j - '�5031704 63AlEo FI. A _ ].Tu.SS ... . n .iI I.11TrT4n11130wLVr 1iT ./...1149 q.,-Al1.6' - ♦. I V (-„„Rp/YP ' .„Ipr.L P n I t0E!rt.-�anaa•`�E��s� 70,7.4. -p A Sn(( t F .'-.. • ,2•.in:t AC458865,v•I saw OFiiisti g6RIDA fl . i' ..—an. ' -.• ''...-€-A.‘ t*Ta t F TF•... - , T y IF`7B' . -y'IsriSa'°i v � S stew it .4 + rivsa. g `?` .. r 12 /x0111}0145113'I e..`I.'M. aA r .1n_wsmF unra`s[[�4 . FR omuru�ia Dnl uv -,` a•t “..1 .w' U1. tag tn lite: ' 41RA: I u 1%. ti,-Wer N, �. L g jr+ 1- '3S peat Fn i- �* \ T " ; `s` c. 4 y l'�- I r� R 434. o: A t7' it Q of�l x�` _4N s v a Fmrr 14;,-„,x.-`. ys..i.'f3. 1 it 3 qr-" E +i%'b LT 'f�- I. A't CI /- � 4!oath nfi,�ofrssianal Engineers SNC{ Nt moi. Chris Ryangerstrom, P.E. \--...... .l1 5 CLAMED As A PROFESSIONAL ENGINEER UNON LIMITER 471,FLORIDA STAT1nts EJPdATgN:211V2013 P.C.LID.No: A/nT NO: 226291324595 63043 IR sac®E,, v rr]ental 6 0 S ® Technology,The. cl Civil/Environmental Engineering RFQ#12-04-02 0113 IIILIJ ODD 0GBCI GREEN BUILDING CERTIFICATION INSTITUTE UDARREN L STOWE Francisco Amram n•.ea»a1au. • MEMBER .rmu+e.tmmaanuart os LEER•ACCREDITED PROFESSIONAL - L-..— .........s.......�..�..,_....,.- _itila R 4, r II .„4,,„,:,,.,„. ,,,.:_,„,:,,.a„...„.„...,,,„,„_,„„.,„....,„„„. iwTT1 ta4,x i...,„ ...„,,, , Iv-,;: ,.. QUALIFIED ;�1H2u'wL'�ifEED r..-` ;"' STORM WATER MANAGEMENT %' $TORM'��INSPF_MTOR GEMEIT*T INSP.ECT`OR ' e • 1f A r-,-...,A.., ,.,.- V ;d Ai' 1° ar t -., J £". �, The `F-ha�bynwidgrl.rLur ay >ut,� > r ?. wV! JEEy �fang �"m�yq Lll it N 7,: Imm®cuRy,�lill f£n' em ne raf=athmtvh t�,,,e7 w• u-a ,A. to Florida Depain ei f Ev il Protcuon Si s_ i Ewfai.and on- -1,4,S1 A;'Tbs.:Samplea�?r.`.Imse Is;.. - �"._ orTnwnBP'ova ,l q _ i.'- -mufidduauEGWeFmw De�ImenMEi,v+iletwuam w l Xs, —e— �m PM S'2 S�cw,Fm.It¢cdSmmC®dlmpass Tr>®{PmOw } uu -. _ 1df91. F�al19.iW.t A A %Ari..:: .M.\ ly .—.n. +��.,,. . 4- .,_,S -1. , /1.. .. ` (rte .ot v N_ r(Ft x P ,,,f s ae` I) II • IIIA,H C Y�f'� T:'�5.` �.�s '1 .i:.�.r-Cj..C4`�`'•,i.[�n 4� emedrAn bated m uNV Wa hYpw ea ... _,' ON' •J arIated to Improve the nabs of LNmnbl ASF'QATIOR OP sure' I , Proclaims�.t hygiene (•.f S• /dpi I I I 'II AGE Re ,' 'if.) Nr• FLOODPI:AMMARAGERW . ,e IA \\ I1_-, II/11 INCt r,, >; John C. Smyth 1- CERTIFICATION!WARD OF REGENTS iy Hnw4 • 1EJ na..Irh�_i.:..._ ilk Tt�i'(L' I - T t ' 5 tr i V1 ` liming met requirements through /ice education.experience and examination 14. Amruddhaa Guha, CFM ?„ ahereby certified mthe Tx :ri COMPREHENSIVE PRACTICE • ;-�( ASFPH CP.RTa p FLOODPLADP MARAGERR . i--I UtoWWL HYGIENE t.-` a,_.. �. y X`. end has uer�tto use the aesipINxa 1,:( -11- /� .j -. . CFW�A� CCRratm INDUSTRIAL xrcimUT • r-E .e,,.,.._.. ^^I s CIH r, 1 - (., `�inS.:.Y_.}L..h. •a: ST • b :,"f._s.+f .::).i) ayz3+.t..,1L �: tea.... 1... anneal ..w. .er+.1153 tabs Dm l._L'CU 4/ n .,S! l I I Ci I C %C": Civil/Environmental Engineering RFQ#12-04-02 A copy of ECT's authorization to conduct business in the State of Florida follows. ECT is in good standing with the Florida Secretary of State. 11 0 State of Florida Department of State II I certify from the records of this office that ENVIRONMENTAL CONSULTING & TECHNOLOGY, INC. is a corporation organized under the laws of Delaware, authorized to transact business in the State of Florida, qualified on February 1, 1989. The document number of this corporation is P22824. 1 further certify that said corporation has paid all fees due this office through December 31, 2012, that its most recent annual report was filed on March 26, 2012, and its status is active. in I further certify that said corporation has not filed a Certificate of Withdrawal. II 1 ' Given under nq'hand and the Grew Sea!of Florida,at Tallahassee.the Capital,this the Twenty Seventh day of March. 2012 t _ - P. ';. ? ,_ �. ' w - Secretary of State mkt Authentication ID:400226201274-032712-P22824 Cpp NC anthis ido We following site,enter this ID,and then follow the instructions displayed hnps://efile.sunbitorgicertauthver.html 1 1 —Eswtmni entalno 8 L i Technology.Mc I 4 : Civil/Environmental Engineering RFQ#12-04-02 I 2.2 SCHEDULE OF SERVICES AND ECT'S CAPABILITIES IThis section outlines the breadth of services that ECT can provide to the City, as applicable to civil and environmental engineering. These areas include: I • General Civil Engineering and Related Services o Utility master planning o Grant applications and administration I o Civil site/paving, grading and drainage design and environmental resource permits (ERPs) o Stormwater management facilities o Potable water distribution networks I o Roadways, parking lots and other vehicular use areas o Oceanographic engineering ^�_ 1 o Engineer-of-Record r_! ::1_ iirti'.1 __ o Construction management - ., __ 1 : �I n r , I o Wastewater treatment evaluation and design _ __ f �; o Beach stabilization and renourishment0.1 1•_ , t -th--4',..1 --7•41:: a , ; ,,, r o Water storage facility planning and design P. "l�' o Preparation of plans and specifications/bid documents o Bidding phase/contract award assistance K}'''' r n _ ej o Record drawings o Inspections I o ASTM Phase I/II ESAs o Environmental due diligence I • Stormwater Engineering o Watershed evaluations75i.s ._ ,,irk :fie " I o Stormwater infrastructure inventories 1,— ,�r�� `'� ;T . o Stormwater utility establishment ` �: y o Design and performance of water quality sampling " s,,z. ` . fir'u r,; programs rt ,`, ,/c. F I o Stream condition indexing _ " ' ` s ,: c o Stormwater master planning `"`� t o Hydraulic and hydrologic modeling ' litt o Drainage network retrofit design and permitting -'Peg 1 4 - I o Open and closed channel flow �.1 o Streambank stabilization Rvn-_: '' - ,ea o Lift station and force main ■ o Stormwater management facility(SWMF)design and permitting I o Preparation of plans and specifications/bid documents o Bidding phase/contract award assistance o Grant/funding applications/management I o Construction management o Record drawings I I I �Cal comunty,a r�ooaey,Incm� ICivil/Environmental Engineering •\„• RFQ#12-04-02 I •T Wastewater Engineering o Feasibility studies I o New product testing and evaluation o Research and development projects o Design and performance of field monitoring programs - + .. ■ .. 4_� . o Open and closed channel hydraulic modeling r I , I o Gravity network analysis and main design J r1 o lift station and force main design "�.- i j . 1`L _' o Hydraulic transient analysis and retrofit design ; I o Sewer main rehabilitation design �J -'. ten, 'i S � o FDEP sewer main extension permitting �- _ a .T, '. o Preparation of plans and specifications/bid documents o Bidding phase/contract award assistance I o Grant/loan funding applications/management o Construction management o Record drawings Irrrc--..-4:-. _ ---7"-P',7.. • Project Planning and Management I� 4.-:\-c4-1*, ,:.:.------.----,:_,- =r, „ :i o Construction management ,\ I o Port, harbor, and marina planning ,'�, ,,� 1` 1•. o Public meetings and presentations %.?- d:lAz.>ti£ --<.i L. -.'c`�7-1 )))! o Master planning/site planning ri 'L- t �f5't,'• :f' o Socioeconomics • '�41.!t•;,-17a - fl } ,4 J ,ry'} o Land use analysis t�'Sr;t r =a2 fr7 A J ) o Rezoning assistance T I : M z t- p i ili ` o Development order negotiations r- 4II, ,7`;L. } y o Ordinance evaluations and development 'a=� ,.. `' : I -04at, i Potable Water Engineering ) :�' _+%:'� ,•-. Ak' o Facilities plan development o Grant/loan funding resources applications/management I o Treatment and distribution system design and permitting o Preparation of plans and specifications/bid documents o Bidding phase/contract award assistance • o Grant/loan funding applications/management Io Construction management I • Environmental Audits o ASTM Phase I/II ESAs o Regulatory compliance Io Environmental due diligence I • Air Services o Modeling (ambient and source) o Permitting o Ambient monitoring I o Indoor air quality o Air quality o Regulatory audits 1 o Permit compliance —ick—Environmental 10 `'fig:301: Civil/Environmental Engineering , , RFQ#12-04-02 I • Asbestos Consultation o Building surveys o Abatement design N �� o Renovation/restoration design j nl" o Project monitoring I - \ i /'� ' ";<72.1.7., o Training , , .•r< 9 t -i7 .�f • Storage Tank Assessments and Management , ' , + • j o Hydrogeologic site assessments :,`t ' .. I I1 o Contaminant plume identification, modeling, and mapping ; .--1/*, 3 a' I o Soil gas and geophysical surveys o Monitoring well installation and sampling y-r *'t l'i"rr _ ^ o Contaminant recovery system design and installation ' I`+ • to A:s' _ o Tank removal and soil excavation management :17Y;,t` , I o Site remediation services o Tank closures / I o Terminal facility SPCC and operation plans I • Geologv/Geohvdrologv I o Contamination assessments o RAPs o Remediation system construction o Operation and maintenance (O&M) I o Soil testing o Groundwater evaluation o Geotechnical evaluations o Compliance 1 ..-4E1.41. • Grants/Loans/Funding t=,4�'J o Grant applications preparation <�` - —319(h) EPA .' - o Cost sharing �`a '�. I —Water management districts—FDEP i �_ S� • ` r o Loans—State Revolving Fund Program ,- • '`,�`.•C%; `a o Other St\ . I —Stormwater utility �'� kt `�- �pecial assessment i�// rie ,•• —Ad valorem taxes / C•Il-�. \;ice IT_s. Io Grant management =. -5r I • Landscape Architecture o Area planning o Facility designs and layouts -- -•- - - - o Innovative use of natural areas y�r � -- o Integration of designs into local settings .,f�� •. 1.,,t-•-•''77;:i....2.7^^---—1 o Efficient use of available space ' �� — Y o Work with local communities rA - �. ;, r.r. I o Aesthetically pleasing designs _ .�> `' +. �— . ,iSZ&6-- CI ATechnalogy Inc. t.TJ: Civil/Environmental Engineering RFQ#12-04-02 i • Oceanographic Coastal Engineering o Oceanographic baseline characterizations o Dredging and disposal assessments o Ocean/nearshore current and wave studies o Sediment deposition, resuspension, and shoreline erosion o Tidal mixing zone studies o Beach erosion studies o Storm surge analysis o Sediment transport analysis o Shorefront management plans o Coastal setback determination o Coastal zone management plans o Beach nourishment planning, design, and permitting o Erosion control structure design and permitting o Oil spill assessment 1 • Historic Preservation o National Register historic building applications o Field surveys/records searches o Historic building documentation o Conversion to museums o Preservation o Restoration • Ecological Services o Wetland delineations(federal and state) o Ecosystem community mapping o Threatened and endangered species surveys o Vegetation species composition, structure, and diversity o Plant and animal taxonomy o Environmental resource permitting o Freshwater and coastal ecosystems o Hydric soils identification o Special species surveys o Listed species mitigation plans and relocation o Habitat evaluations and management plans o Fishery and benthic surveys o Seagrass/oyster reef mapping • Energy Services o Energy audits 1 1 I EnW°mm�'tel 12 e ` > aw. 1637, Civil/Environmental Engineering RFQ#12-04-02 I • Environmental Siting, Licensing, Assessment, and Permitting o Industrial facility site selection studies o Environmental assessments and impact statements o Environmental resource permitting o Coastal zone permitting o Development of regional impact applications o Electrical transmission/pipeline siting and licensing o Wastewater discharge and stormwater permitting 0 National Pollutant Discharge Elimination System (NPDES)permitting o Groundwater impact mitigation plans o Wetlands delineation and mitigation • Industrial Hygiene o Develop health and safety plans o Recognition, evaluation, and control of environmental factors which may relate to worker ill- ness or impaired health o Hazardous waste assessment, remediation, and monitoring o Radon 1 o Indoor air quality/sick building syndrome • Marina, Port, and Harbor o Planning o Marina design and assessment o Water quality assessments o Coastal engineering o Engineering design o Plans and specifications �_ o Landscape architectures : acd o Permitting r_ �� o Construction administration o Dredge-and-fill studies at����_ o Stormwater management _�_�_ o Ship/boat wave impacts o Shore protection o Environmental transactional and compliance auditing Q Envinorenernal I I 1 13 consetting L , Technology,tric. ICivil/Environmental Engineering RFQ#12-04-02 I Water Distribution and Storage Wastewater Collection I • Potable\Vater Systems • Pressure Vessels • Sanitary Server Systems • Water Quality • Pump Stations • Capacity Analyses • Capacity Studies • Dosing Boosters • Gravity Sewers I • Reservoirs • Metering • Manholes • Aqueducts • Tele-metering • Flow Channels • Pipelines • Cost/Benefit Analyses • Laterals • Borin • Life-Cycle Costing • Service Connections g • Directional Drilling • Maintenance • Institutional Effluent • Tunnelin •• Rehabilitation • Grease Traps g • Fire Mains • Sand/Oil Interceptors I • Thrust Restraint • Networks • Hydrants • Lift Stations • Modeling • Reservoirs • Force Mains • Valves • Irrigation • Valves I • Surge Protection • Reclaimed Water Systems • AuNacuum Release • Backflow Preventers • Gray Water Systems • Pipe Relining • Pressure Reducers • Septic Systems(OSTDS) I • Storage Tanks • FDEP Permitting Stormwater Management • Stormwater Management • Commercial Buildings • Major Highway Design I • Stormwater Treatment • Municipal Buildings • Minor Highway Design • Culverts and Bridges • Industrial Buildings • Tunnels • Exfiltration • Administrative Buildings • Traffic Engineering I • Canal Dredgin •g • Pump Stations University Buildings • Traffic Operations • Public Schools • Traffic Signal Design • Bank Stabilization • Fire Stations • Traffic Signal Timings • Detention Ponds • Residential Buildings • Intersection Optimization Signing \Vater Control Structures • Apartments • Pavement Marking • Trash Rakes • Condominiums • Lighting. • Irrigation • Hotels • Parking Planning/Design I • Reclaimed\Vate •r • Potable Water Systems Recreational Facilities • Parks • Traffic Circulation • Rino Roads • Sanitary Sewer Systems • Courthouses • Mass Transit I • Gray Water Systems • • Site Development • Swimming Pools • Bicycle Facilities • Bulkheads • Pedestrian Facilities • Detention Pond • Marine Structures • Lift Stations I • Master Plan • • TMDL • Water Quality Monitoring • NPDES Stormwater and Drainage Engineering • Hydrology • Flood Modeling • Trash Rakes I • Stormwater Treatment • Canal Dredging • Reservoirs • Drainage Studies • Canal Relocation • Stormwater Treatment Areas • Open Channel Flow • Bank Stabilization (STAB) I • Pipe Conveyance • Dikes • Revetments • Drainage Structures • Detention Ponds • Bulkheads • Box Culverts • Littoral Zones • Headwalls I • Exfiltration • Pond Dredging • ERM Permitting • Pond Routing • Pump Stations • Dredge& Fill Permitting • Retention Pond • \Vater Control Structures I M EnvLonitir rat 14 C To era Civil/Environmental Engineering ....., '' RFQ#12-04-02 2.3 REPRESENTATIVE GOVERNMENTAL CLIENTS City and county governmental agencies that ECT has provided services include: ICities Counties Pembroke Pines Riveria Beach Broward Palm Beach IFort Lauderdale Miami Miami-Dade Monroe New Smyrna Beach Newberry Volusia Duval South Daytona Beach Jacksonville Seminole Jefferson I DeLand Gainesville Marion Alachua Leon Edgewater Melbourne Bay Cocoa Beach Orlando Lake Hillsborough Oak Hill Lakeland St. Johns Manatee I Lake Helen Fort Myers Orange Escambia Sanford Bonita Springs Brevard Lee Port Orange Carrabelle Indian River I Daytona Beach Deltona Tallahassee Tampa Fort Myers Beach Eustis St. Petersburg Cocoa ITitusville I I I I I I I I I I — veog erial 15 I C , Tedwology EInc. 1 Civil/Environmental Engineering RFQ#12-04-02 3.0 STAFFING AND QUALIFICATIONS OF PROJECT TEAM 3.1 PROJECT ORGANIZATION ECT personnel have extensive experience in managing contracts for various local, state, and federal 1 governmental agencies. ECT's management approach includes selecting the appropriate staff for the project, making a commitment of company financial and other resources, furnishing the project team with a responsive scheduling and cost management system, and selecting qualified subcontractors as needed. This approach helps ECT achieve its goals of being responsive to the schedule and to meet project objectives, providing for the safety of all personnel engaged in project activities, providing project control to assure adherence to budgets and schedule, and providing our clients with a superior work product. This section describes both the proposed project team and the ability of the key professional personnel. The proposed project team for this program is presented in Figure 3-1. The organization chart illustrates the lines of communication between the City, the ECT project manager, assistant project manager, and technical staff. The chart indicates the primary project contact, the project and assistant project manag- er, both located in Fort Lauderdale, for all coordination with the ECT team. For each task assignment, the project manager will assemble a team from the available talent pool with the technical discipline or multidiscipline expertise and experience matching the requirements of the requested scope of services. The project manager will also select specialty subcontractors to be used, and seek concurrence from the City prior to finalizing the team. This organizational concept has been used successfully on other contracts and helped ECT earn a reputation as a well respected civ- il/environmental consultant. All personnel proposed have documented experience to perform their specific responsibilities. All key personnel are P.G.s or P.E.s, or other appropriate registration. All proposed back-up personnel are also registered professionals or have appropriate degrees or education and training. Personnel will not be substituted unless their qualifications are equal to or exceed those of the person they are replacing. The City will be notified of any personnel changes proposed. All personnel will be thoroughly informed and 1 will understand the quality objectives of the contract. Activities requiring direct supervision by registered professionals will be performed under the supervision of those personnel. The ECT team currently has P.E.s, P.G.s, civil engineers, environmental site assessors, industrial hygienists, planners, landscape architects, asbestos and lead specialists, and others. Refer to Appendix A for brief resumes of project team members and their function in ECT. I 1 1 1 —&rv°°m'a'tel 16 > I c. I4144107:r � Civil/Environmental Engineering RFQ#12-04-02 I 1 uYGaPROPOSI,LC01SPryorA=yIbscmefSNY6LSGPL%LSxa1-ial:2➢u J -,•fe, 1 17, OAIOC a PROMPAL-IN-CHARGE John Bands,PhD. •'°•i•-'°° — Lay Danek,PhD. PROJECT MANAGER • Resources commlinal •ALeneire Wire of contact Mac Lefebvre,P.E. •Cleria5actim HEALTH AND SAFETY --- ASSISTANT PROJECT MANAGER John Smyth,Ph.D.,CIH g-Yea Yang,PhD.,P.E. • Butet Ju • Communication . wine° • Reports • Manademai • Pent srIsfz on II I CIVIL ENGINE• ERING ENVIRONMENTAL SITE STORMWAIER ASSESSMENTS 1Leland Smith,P.E. Marc Lefebvre,P.E. ing Yea Yang Ph.D.,P.E. Chris Fagerstiom,P.E. Mchael Dwal4 P.G.,LAC Yuan L[P.E. Steve Danskine,P.E. Jackson Hubbard An Guha,CFM •Id staiondome man design •ASIMPhase NI ESAs • Drainage se emeavgn •D?sgn 9L•ide5n?s • Repa;preparatim • Masx.Wanting •Rats end spxdcalrors • RegiSorycortptiarce • Brwr:eIt I • I REMEDIATION 1 ASBESTOS SERVICES SUPPORT SERVICES SERVICES Mchael Duval,P.G.,LAC Mac Lefebvre,P.E. Jackson Hubbard Jackson Huhbad Barry Westmark,P.E. Charlie Medina Probes Adak,E.L Probes Adak,E.I. •Asbeses Salyer Adak,haw,E.I. ' , � � • %.Dxererecmrg Reirtdusemen and gee support services • Sa&aersamrtig • Remediation oeetget Breariieldsies •Field dam aaryss • Rerun preparation Petoeaandearupnaneess •Reponpecerdion 1 • Regteaorgcorolarce Renedieiapmn Wars and renedrbn Alemam analyses Cost ezddiriting Regeatorymcpiaice Repoal r erardon 1 Sloragetaniconpkaee Pemkktr 1 I I IAIR OUALITYIENERGY GEOLOGY SERVICES PLANNING Bary Westmark,P.E. Mchael Duvall,P.G.,LAC Darren Stove,AJCP,LEP John Smyth,PhD.,CIH Mark CSbreth,P.G. John Bonds,Ph.D. Paco Amram,P.E,LEED AP • • Indoor aerially •AUrc:orig•elirttattion and abetment • • • Ordinates •Frpemc:ip Cartannabnass�maris • Potty •Air emissions=raring •Repo Kana on • Land tee • Energyaats • PanCmg 1 • Regi!abyconprarnce •Regda ocyco ptimw FIGURE 3-1. — Environmental 1 ORGANIZATIONAL CHART = , >Cons ulting �9Y Inc. Source: ECT.2012. I _ 1 `L, Tedinology,Inc. 17 1 Esq,, Vic) Civil/Environmental Engineering RFQ#12-04-02 1 3.1 SUBCONTRACTORS Specialty support services, such as surveying, well drilling, archaeology, laboratory analysis, air emis- sions testing, energy auditing, and surveying may be required for the successful completion of tasks assigned under this contract. These services will be provided by ECT's selected subcontractors. ECT has established relationships with our selected contractors and is confident that the quality of their work will exceed expectations, while being completed cost effectively. ECT will retain overall responsibility for the quality, responsiveness, and timeliness of all services pro- vided by subcontractors. We have extensive experience managing multiple subcontractors on multidis- ciplinary, task order contracts. One of the reasons that ECT has been successful over the years is that we provide effective management of subcontractors. Key items in the ECT management of subcontrac- tors include: • Clear Role Definition—By clearly defining in writing the work scope and the subcontrac- tor's role in relation to the prime contractor and other parties, the subcontractor under- stands the requirements, allowing them to allocate resources in a timely, efficient, and cost effective manner to meet ECT's requirements. • Health and Safety. Quality, and Insurance—All subcontractors are required to comply 1 strictly with both their own company and ECT's health and safety, quality, and insurance requirements. • Routine Monitoring and Prompt Corrective Action—ECT checks and evaluates the work progress of subcontractors, allowing for quick identification of any variances from plans, budgets, and schedules. • Skill Matchinq—ECT analyzes work requirements and matches them with skills of sub- contractors and personnel assigned so that work is conducted efficiently. • Commitment—ECT carefully selects subcontractors that share the commitment to excel- lence, quality, and customer satisfaction. • Communication—We believe that projects are the most successful when all the parties working on them understand the goal, what their role is, and the methods to be employed. 1 3.2 GENERAL EXPERIENCE IN REQUESTED SCOPE OF SERVICES ECT has prepared Table 3-1 to summarize team personnel and the areas where they are experience and will be assigned to provide services to the City. ECT has additional experienced personnel available for the project from our Florida offices, if needed. The RFQ specified that general civil/environmental consulting services may be requested in many of the following areas: environmental impact statement, environmental mitigation, GIS, coordination with vari- ance local, state and federal agencies, environmental design, and land use planning, National Environ- mental Policy Act (NEPA), and guidance in many other potential areas. ECT has extensive experience in all areas of interest to the City. Representative projects are presented in the Appendices B and C that cover many of the requested services. Other representative civil/environmental engineering projects ECT personnel have completed in potential areas of interest to the City are presented in the following tables. Environmental 18 C , 1 bie. Civil/Environmental Engineering RFQ#12.04-02 I vu•unwsv".u3 tld3N X X • :X ' 'X X *R.N.a X X Ra1tOP<uanlRaPanm • ORnRn3 AIRMMRM X XXX X X X X X X X X X+X C.sUX XXXXXXXXXXXXX XX womAw3 .X : X non`RP.6Inu3 nw.wul$ X 'X X 'X °YV<u1163IND X X X X X X Loi X X X X X X w•RAd'ueNelpune suognyUy61m.1 15N15Y X X XXXXXXXX XX SPflt C X X X X 'X ' • 'X ' 'X X A1RnpilV ow I t t x...._.._..._.. _ _..... ........._ ImGV W%IFp 4ptrio ull X:X ._.........w......__..... ......_..... ..._..... ..._..._...1._ :X ugRR.3RWdow•1 uwd ou ry Ii........nusu ss«sY X x X x X x X X X X X X X X X X uQoTuw•wm •YS361.s•Vd X X X X X X:X: X X X X I -. ---uPPtquPe.v+Pwmr • ?x x.x-..._ _..... 62p0110u1016gn.1 X X X X XXXXXXXXXXXX X XX ..� { .. x..a . �.._..._a...l ..1 Iflap...,ovPPP.a X X X XXXXXXXXXX X X N.uaom.° X :X X a+wa.auwoo ...._ I1WA aretl X X X_._ 6+m1ond X X X X XXXXXXXX X X X •a�RP.m3 sRaA N v R N n a n m a n Q0 a n ' N N h n O O O n a n r. 1O N � � N ................I...._..a. _.._.__. ._._.............._ ' �.. ... 6 tu .W .a uP wns ui ui I ui ui It! ui I ui I x I _ ui o I J 6 a. y a. a. a. a. o 6 _.�_W_a...... ._.a.._ U _______ __ __ __ 6 . •.ID.O Ol G 0 V1 °1 tit,Sri tll G G N o N °1 °1 of V1 em E. 6 m m f E EL 0 6 •6 0 0 'i E s f m f ai ,.N .. ...... . . .._,...._ . . ... ....n . I C 4.1. Q V O a n g 72 y P $ O E n > M I c n N I O c E o $ < x . < z m a m 0. °• °c ° Y $ $ $ c to n a l c 2 o c c m u c o w O cP $ 6 E w c m m Lm Q c c T ' 'n n I e $ 15 u5 u`1 E E B' n o n °°+ 0›. .i .4i a s 6 0 `° o f ° E E `P o. II ry ° 6a 1 U U U N N KO 2 6 6 U' 66' WN6__ T _.._..... .............. ... .. .. 'n Cl ij ® E E o I E ., o Y e Y c R e c ° P c m e 5 _ ° N F M C E m n P c , p i n an t n Yr o ill n N a • E e- t/ b ): N O w O C O T N N $ N V (NJ O a ° p 'd L mL T 3 e O L L u_ V S 2 T v O i . If 2 T _, _. Una a m > -, E. 2 6 N a. U O N II Envnottingnerttal 19 1 C , Technology,Inc. ,ca gr Civil/Environmental Engineering RFQ#12-04-02 1 Civil/ Environmental Type of Service Representative Clients Areas Phase I/II ESAs ASTM Environmental SFWMD, The Trust for Public Land, SWFWMD, Assessments SJRWMD, SRWMD, NWFWMD, Hillsborough County Airport, and many financial groups. s Civil Engineering/ Stormwater Cities of Gainesville, New Smyrna Beach, Carrabelle, ® Design Fort Myers, Lakeland, Tallahassee, and others. ■ Wastewater City of New Smyrna Beach. Paving/Grading Cities of New Smyrna Beach, Gainesville, and Carra- belle; Volusia, Jefferson, Leon, and Lee Counties. Water Cities of Lake Helen and New Smyrna Beach. Water Permitting (drinking and City of Riviera Beach, Florida Power & Light Company drinking consumptive use) (FPL), TECO Power, Seminole Electric Cooperative, Inc. (SECI), Volusia County, and Patrick AFB and Canaveral AFS. Design and construc- USAF, Volusia County, Lake Helen. tion Water (ground) Sampling, analysis, and City of Riviera Beach, virtually all CERCLA, RCRA, Flori- reporting da petroleum clean-up contracts (Alachua County Envi- ronmental Protection Department[ACEPD] and FDEP), and FRI. Modeling Virtually all CERCLA, RCRA, and Florida petroleum clean-up contracts (ACEPD and FDEP). Treatment All sites exceeding standards (ACEPD and FDEP). Remediation system Numerous petroleum (ACEPD and FDEP) and manufac- design and evaluation tured gas plant sites, dry cleaning facilities, and Safety- ® Kleen solvent sites. Technical alternative All CERCLA and RCRA clients where contamination was evaluation found in groundwater(ACEPD and FDEP). 1 EsMmnmenta! 20 In 0°.6 Civil/Environmental Engineering RFQ#12-04-02 1 Civil/ Environmental Type of Service Representative Clients Areas Modeling Mixing zone (Martin-Marietta) and marina harbor mixing studies (various coastal resort developments), City of Tallahassee, FPL, and many other industrial discharge outfalls. • Water(surface) Sampling, analysis, Florida Rock Industries (FRI), Florida Department of 1 interpretation, and re- Health, SJRWMD studies including Orange Lake and porting Rodman Dam, Mosaic Fertilizer, and others. Water Sampling, analysis, City of Hollywood, EPA demonstration grant, Ryder Truck (wastewater) interpretation, and re- Rental. porting Regulation develop- EPA effluent guidelines for pesticides, food, pharmaceu- ment ticals, and forest products. RCRA Alcoa, Tampa Electric, USACE, SFWMD, and Safety- Kleen. Modeling Tampa Electric, FPL, Florida Power Corporation (FPC), and SECI. Permitting (NPDES) Gainesville Regional Utilities, Tampa Electric, FPL, FPC, USAF, and SECI. Ecological ser- Wetland delineation SFWMD, Mosaic, AVMED SantaFe HealthCare vices (AVMED), City of Gainesville, FPL, TECO Energy, and many others. Wetland remediation SFWMD, Mosaic, TECO Energy, FPL, and many others. Threatened and en- SFWMD, Mosaic, AVMED, FPL, Panda, Reliant Energy, dangered species City of Gainesville, Taylor Energy, and many others. Environmental resource Mosaic, FPL, City of Gainesville, Tampa Electric, Reliant permitting Energy, SECI, and many others. Planning DRIs AVMED, Mosaic, FPL, Alachua West, and others. Ordinance development Cities of Newberry and Gainesville. 1 —E"'6°m"enlal 21 ICivil/Environmental Engineering ^° RFQ#12-04-02 I Civil/ I Environmental Type of Service Representative Clients Areas IRezoning FPL, Tampa Electric, Kemper County, City of Gainesville. Public meetings Cities of Gainesville and New Smyrna Beach, SWFWMD, 1 SFWMD, FPL, Tampa Electric, and numerous others. Brownfields Phase I/II ESAs, con- Cities of Gainesville, Tallahassee, St. Petersburg, Eustis, 1 tamination assess- and New Smyrna Beach; and Pinellas County. ments, and remediation 1 Remediation Petroleum sites Sam's Recycling, Sawgrass Amoco, FDEP, Ryder, Pan- try(many individual stations), Broward County, Petroliance, LLC. Hazardous waste Petroleum Products Corp., Alcoa, SFWMD, Hillsborough ICounty, City of Fort Lauderdale, and many others. Energy Auditing Volusia County Transportation (VOTRAN), G-Tech. ISoils Sampling and analysis State petroleum contract, SFWMD, Mosaic Fertilizer, FPL, other contracts. ! Treatment Bioremediation, Dynamox oxidation, and thermal treat- ment of soils for several clients (ACEPD and FDEP). IAir Title V permit applica- SFWMD, Tampa Electric, JEA, FPL, Ford Motor, An- tion heuser Busch, and Marathon Petroleum. IAmbient sampling Tampa Electric, Atlantic Electric, Laroche Chemicals, City of Newberry, State Farm, among others. IIndoor air quality sur- Alamo/National Car Rental (Fort Lauderdale), City of veys Pembroke Pines, Williams Earth Sciences, Alachua I County School Board, Governor's Mansion, Eckerd Col- lege, Veterans Hospital, and Watson Laboratories. I Modeling Taylor Energy Center, SECI, FPL, Tampa Electric, and others power companies. 1 Emissions testing SFWMD I —Envuonmen j 22 1h�g L Technology.Inc. (e) Civil/Environmental Engineering RFQ#12-04-02 1 Civil/ Environmental Type of Service Representative Clients Areas Asbestos Surveys/consulting East Ridge Retirement Village, U.S. Postal Service (USPS), Alachua, Union, Gilchrist, Pinellas, Broward, and Duval County School Boards; Energizer Power Systems; Nationwide Insurance; Shands Hospital; Eckerd College; and Verizon Wireless. Plans and specifica- tions Alachua, Pinellas, and Gilchrist County School Boards, Veterans Expressway, and others. Abatement Pinellas County School Board, City of St. Petersburg, Eckerd College, and many others. Construction supervi- Numerous county school boards, U.S. Postal Service, VA sion/monitoring Hospital, Eckerd College, and many others. NEPA EIS All environmental areas Kemper, FPL Martin County, SECI, Polk Power, and necessary to define many other site certification applications (equivalent to environmental impacts, NEPA EIS)completed for power plant permitting in the including environmental State of Florida. justice reviews and de- terminations e 1 I I 1 1 1 —ErMr°"oe^w 23 cnso ^� Teechnology,y,a Inc. I `k1,/! Civil/Environmental Engineering . %' RFQ#12-04-02 I 3.3 CURRENT AND NEAR FUTURE WORKLOADS IECT is aware of the City's need for qualified professional staff to perform the required scope of work. With seven Florida offices, ECT has the staffing depth needed to properly complete all task assign- ments. ECT's currently contracted workload is such that the key members of the project team have suf- ficient availability to manage and perform the task assignments. The percentage availability of our key personnel is presented in the following table. I Availability For 2012-2013 Name Assignment (percent) 1 Marc Lefebvre, P.E. Project manager/remediation 50 Jing-Yea Yang, Ph.D., P.E. Assistant Project Manager 65 I Larry Danek, Ph.D. Principal-in-Charge 40 Leland Smith, P.E. DW RE Civil Engineering/Design 60 Chris Fagerstrom, P.E. Civil Engineering/Design 55 I Steve Danskine, P.E. Civil Engineering/Design 55 Yuan Li, P.E. Stormwater 60 Ani, Guha Stormwater 60 I Barry Westmark, P.E. Air/remediation 55 John Bonds, Ph.D. QA/planning 65 John Smyth, Ph.D., CIH Health and safety/air 60 I Michael Duvall, P.G., LAC Phase I/II ESAs/geologylasbestos 55 Jackson Hubbard Phase I/II ESAs/asbestos 65 Mark Culbreth, P.G. Geology 50 I Probas Adak, E.I. Remediation 65 Satyen Thakar, E.I. Remediation 60 Paco Amram, P.E., LEED AP Energy audits 65 I Charlie Medina Support services 65 Darren Stowe, AICP, LEP Planning 55 IECT has staff available in the State of Florida to assist the Fort Lauderdale office, and provide services in a cost-effective and timely manner. II 3.4 PROJECT MANAGER'S EXPERIENCE Key to ECT's successful project performance is its established system of project management designed to ensure technical excellence. ECT's project management program maintains control over project costs I and schedules, while client communications promote responsiveness in meeting project objectives. To successfully conduct a program of this importance, the business administration and contract manage- ment aspects of this program are as essential as the technical capabilities of the project team. ECT has Qassembled a local project team highly experienced in managing and administering government-sector S Environmental 24 I , > •hie. Civil/Environmental Engineering RFQ#12-04-02 contracts. ECT's project team consists of in-house technical staff and selected subcontractors. A QA coordinator/health and safety officer has also been assigned. ECT's project manager, assistant project manager, principal-in-charge, and task manager responsibilities are summarized in this section. Re- sumes are given in Appendix A. PROJECT MANAGER/ENVIRONMENTAL ENGINEERING—MARC LEFEBVRE, P.E. Mr. Lefebvre, manager of ECT's Fort Lauderdale office since 1993, has 27 years of experience provid- ing environmental consulting services in the South Florida area. Mr. Lefebvre's primary service areas include Phase I/II/III/IV ESAs, contamination assessments, soil and groundwater remediation, remedia- tion system design, industrial wastewater treatment, construction management, permitting, surface and groundwater testing and monitoring, above and below ground petroleum storage tank evaluations, envi- ronmental evaluations, project management, and other services. Representative clients for Mr. Lefebvre include SFWMD; FDEP; Broward County; Panda Energy Inter- national, Inc.; Ryder Systems, Inc.; Florida Department of Transportation; Tampa Electric; and many others. As project manager, Mr. Lefebvre will be responsible for many items, including: • Contract negotiations • Day-to-day project management. • eemuis Cproject n • ProvidingFrqunt comproper staffingnicatontowith meet ity project reqmauirements.agers. • Performing peer reviews and QA checks on work performed by staff. • Ensuring project schedules/budgets are met. • Ensuring staff performs up to City expectations and addressing issues, as necessary. • Providing engineering, permitting and remediation services. • Ensuring staff have proper training and sufficient resources. • Assisting in preparing monthly progress reports. • Implementation of project quality assurance project plan (QAPP). • Client satisfaction. ASSISTANT PROJECT MANAGER/STORMWATER—JING-YEA(PAUL)YANG, Ph.D., P.E. Dr. Yang , a registered P.E. with over 40 years of experience in stormwater management, drainage system analysis, environmental engineering, watershed modeling, water quality/pollutant load modeling, FEMA flood insurance studies, design of coastal structures using the U.S. Army Corps of Engineers' (USACE's) Coastal Engineering Manual, hydrology/hydraulics analysis, and related monitoring activities, Phase I/II ESAs, environmental impact studies, environmental assessments, canal dredging activities, wetland mitigation, hazardous waste management, soil/groundwater remediation, as well as contamination fate and transport. He has provided these services for clients including SFWMD, FPL, and many local governments in South Florida. He managed and completed more than 300 water resources projects and authored over 120 technical publications in surface water/groundwater modeling/investigations, and storm water management. Dr. Yang is also a certified inspector for FDEP Florida Storm Water Erosion and Sedimentation Control Program. Dr. Yang will be responsible for many of the same items previously listed for Mr. Lefebvre. II 25 CTechnology.Mc `�►��Jj Civil/Environmental Engineering RFQ#12-04-02 1 PRINCIPAL-IN-CHARGE—LARRY J. DANEK, Ph.D. Dr. Danek, with over 38 years experience in environmental consulting, is the proposed principal-in- charge. Dr. Danek is currently managing several projects that require expertise in the requested technical areas, including a major brownfield remediation project (>$25,000,000) in Gainesville, Florida As principal-in-charge, Dr. Danek will be responsible for: • Assisting in contract negotiations. • Frequent communications with the project manager. • Providing proper staffing to meet project requirements. • Ensuring staff performs up to expectations. • Ensuring staff have proper training. • Ensuring staff are provided with sufficient resources. • Implementation of QAPP. • Client satisfaction. TASK MANAGER/CIVIL ENGINEERING—LELAND SMITH, P.E. DWRE. Mr. Smith, a professional engineer with over 21 years experience, will serve as a task manager under this project. He is experienced in the design of large drainage networks and stormwater management facilities. Mr. Smith also has several years experience using ICPR to analyze new drainage network designs and existing drainage infrastructure to identify likely flood-prone areas and evaluate potential remedies. His current and recent clients for stormwater engineering services include: Leon County, Flor- ida; Baltimore Gas & Electric; City of Carrabelle, Florida; and the Northwest Florida Water Management District, as well as private industry and land development clients. TASK MANAGER/ENVIRONMENTAL ENGINEERING—BARRY D. WESTMARK, P.E. Mr. Westmark, a registered P.E. with approximately 27 years experience in environmental engineering, chemistry, air engineering, and environmental sampling, will be assistant project manager to Mr. Lefebvre. Mr. Westmark's previous experience includes air quality (source, ambient, indoor, Title V permitting), Phase I/II ESAs, remediation, permitting, hazardous waste, environmental sampling (soil, water, wastewater), grant writing, and many other areas. Mr. Westmark has provided these services for clients including Broward County, City of Pembroke Pines, Fort Lauderdale, SFWMD, Miami-Dade County, Ryder, and many others. TASK MANAGER/ LEED AP—F.J. "PACO" AMRAM, P.E., LEED AP Mr. Amram, one of ECT's LEED AP-certified P.E.s, has over 24 years experience in providing engineer- ing and consulting services. Mr. Amram's experience includes contamination assessments, develop- ment of remediation plans, remedial design, remediation implementation, and energy-related projects requiring LEED accreditation. Mr. Amram will be the task manager and lead engineer for any projects requiring carbon footprint audits. 1 I 1 E"v°°"mrntel 26 1 c Tectincdogy,Inc 444„.C.Aak—ul.t. : Civil/Environmental Engineering RFQ#12-04-02 4.0 APPROACH/METHODOLOGY ECT understands the objectives and technical and management efforts needed to provide environmen- tal consulting services for the City of Sunny Isles Beach. Based on our recent and ongoing experience ' with current services contracts for other city and municipal government agencies, ECT's current working knowledge of the regulatory requirements and issues associated with the project and technical strate- gies and expertise to address these issues are highly regarded in the environmental consulting industry. ECT's proposed project team has been assembled based on their proven ability to achieve all of the City's project objectives and accomplish all services identified in the request. Highlights of ECT's re- sponsiveness to the project requirements include: • ECT's proposed approach has been proven successful on current and past governmental agency contracts and numerous, other multidisciplinary contracts similar to the requested i • environmental consulting services. Project team members have been selected based on their unique qualifications and expe- rience to complete the project requirements. • Project team's project experience meets and exceeds the anticipated scope of services. • Proposed local project management team (Fort Lauderdale) provides for effective control, coordination, and communication with City staff. • Proposed project team has extensive experience over many years of coordinating and working with South Florida governmental agencies to solve local environmental issues. ' 4.1 ECT'S APPROACH AND METHODS TO BE USED IN PROVIDING THE REQUESTED SERVICES ECT's proposed approach to accepting and completing specific projects will vary somewhat depending upon the nature of the assignment, but an example of a generic project approach, which could be ap- plied to a variety of common civil and environmental engineering design-bid-build projects, is summa- ' rized as follows: Contract Kick-Off Upon award of the contract, ECT's project management team will schedule a kickoff meeting with City contract management personnel to discuss the contract and review the general scope, scheduling needs, budgetary constraints, relative priorities and client expectations relative to ECT's performance under the contract. Task Negotiation ' For specific tasks in which the City desires ECT's services, it is anticipated that task negotiations will generally proceed as follows: Establishment of a Task-Specific Statement of Work and Project Schedule As individual service requirements (herein, "tasks") are identified by City staff, the City will fur- nish ECT with a detailed statement of work and project schedule. ECT may request additional information as needed to clearly define the project parameters and any special considerations or project constraints. An informal conversation is often helpful at this stage, aided by review of background information such as graphics and correspondence. An initial site visit and an initial Envfrun enW 27 care I > bt a :. � Civil/Environmental Engineering RFQ#12-04-02 review of background site related information, such as City or County records, or other public databases, may be appropriate at this stage. Development of a Task-Specific Project Approach For projects of significant complexity, ECT will develop a proposed conceptual task-specific pro- ject approach for the City's review and concurrence. Initial pre-application discussions with per- mitting agency personnel may also be appropriate at this stage, and further discussion between ECT and the City may be required in order to achieve clarity concerning specific City expecte- tions for satisfactory completion of the project, and to reach agreement between the City's pro- ject manager and ECT on a task-specific project approach. For relatively straightforward projects, City review in this step may not be needed and in such cases, ECT will develop a task-specific project approach and then progress to development of a Work Order/Purchase Order proposal reflective of this approach. Development of a Work Order/ Purchase Order Proposal After an appropriate task-specific project approach is defined, ECT will prepare a proposal that includes a detailed level of effort (herein, "scope of services"), a project schedule and staffing plan in conformity with the task-specific project and schedule requirements. The proposal will al- so identify any applicable project deliverables. Fee Negotiation A firm fixed price for the proposed task-specific scope of services will be negotiated based on the predetermined rate schedule (hourly labor rates and/or unit pricing) included in the contract at the time of contract execution. Depending on the nature of the specific task involved, some work orders may be billable on a time and materials basis subject to completion of designated milestones and documentation of hours expended. ECT understands that payment in all cases will be subject to successful completion of tasks and the City's acceptance of deliverables ' and/or project milestones. Work Order/ Purchase Order Issuance Upon successful completion of fee negotiation, the City will issue a task-specific Work Order / Purchase Order to ECT, authorizing the proposed scope of services, project schedule and fee for services. It is understood that no work is authorized until a Work Order / Purchase Order is fully executed by the City's Purchasing Agent. Task Performance ' Following ECT's receipt of a project-specific Work Order / Purchase Order from the City, ECT will pro- ceed with completion of the authorized scope of services according to the project schedule. ECT's pro- ject manager will keep the client apprised of any significant deviations from the established project schedules and steps being taken to address any delays. Typically, performance of the kinds of tasks contemplated in the RFP will generally proceed as follows: Project Kick-Off ECT will schedule and conduct internal and ECT-City kick-off meetings appropriate to the au- thorized statement of work and project schedule. Internal kick-off meeting participants will typi- cally consist of ECT project team professional staff and in some cases may include subcontrac- MIS Environmental 28 Consulting > b>c 1 ` _ Civil/Environmental Engineering `\ 1 RFQ#12-04-02 1 w' for personnel. ECT-City kick-off meeting participants will typically consist of City staff, ECT's pro- ject manager and possibly key ECT project personnel, and in some cases subcontractor per- sonnel and/or third-party stakeholders. A typical agenda for a project kick-off meeting will gen- erally include, as examples, the following kinds of topics: • Introductions as needed. • ECT project manager brief review of project scope, schedule and budget. • ECT project manager summary of project milestones and deliverables. 1 • City project manager clarification of desired protocols for project communications and points of contact. 1 • As applicable, discussion of client preferences regarding design standards, design alter- natives, and construction materials. • Any unusual project conditions and critical success factors—i.e., what is essential to client satisfaction and what will constitute"success" on this project. Project Performance 1 ECT will perform the authorized scope of services and will prepare associated deliverables as outlined in the approved Work Order/Purchase Order. As an example, the following outline is fairly typical of the progression of steps commonly included in a scope of services for a storm- 1 water engineering project, which may for example include design and permitting of a drainage network, lift station and forcemain, and/or stormwater management facilities: • Conduct a detailed desktop analysis of site-specific information for the project area, such as is commonly obtained from such sources such as City and County GIS databases, the NRCS Web Soil Survey, the U.S. Fish & Wildlife Service National Wetland Inventory ' online mapping tool, FDEP's LABINS website, the local Property Appraiser's website and other public databases. • Evaluate existing conditions within the project area—typically this is done through initial 1 visits by ECT engineers and scientists making onsite evaluations, and through land sur- vey activities and geotechnical investigations by applicable subcontractors. • Evaluate site-specific project constraints (e.g., land use/zoning issues, property ownership 1 issues, possible presence of wetlands, listed species/habitat issues, severe slopes, etc.) and/or hindrances to project completion. • Develop and evaluate conceptual alternative design solutions and prepare a preliminary 1 engineering design. Initial modeling of hydraulics and hydrology, and/or feasibility studies with multiple alternatives may be appropriate for some projects at this stage. • Hold pre-application agency meetings to review the selected preliminary design, as ap- propriate based on types of permits required, project technical or administrative complexi- ty, site conditions, etc. • For some projects, it may be appropriate to hold public outreach events (e.g., neighbor- hood or area-wide open house)and third-party stakeholder meetings. • Adjust preliminary design and revisit agency pre-application meetings if appropriate. • Obtain planning level project approvals as needed. • Prepare final engineering design, specifications, and permitting documents. Hold addi- tional pre-application meetings to review project concept changes implemented during the final design process, if appropriate. Environmental 29 Consulting nrc. `�I: Civil/Environmental Engineering RFQ 1112-04-02 • Provide bidding and bid review assistance as desired by the City. • Attend the onsite pre-construction conference with the City's project manager, construc- t tion contractor, applicable subcontractors and other parties (e.g., construction material suppliers) as appropriate, to formally introduce all parties, to accomplish project adminis- trative coordination, to reinforce project communication, notification, submittal and 3rd party testing protocols as spelled out in the contract documents, to review permit compli- ance issues, etc. • Provide construction administration services during project build-out and review 3rd-party testing results as needed. • Complete record (sometimes called "as-built") drawing certifications and close out con- struction phase permits. 1 Proiect Follow-Up 1 ECT customarily visits project sites periodically following project completion to assess perfor- mance over time, identify any operational issues, etc., and holds informal debriefings with client staff as part of routine communications, to gage client satisfaction and evaluate possible needs for process improvements. For complex or unusual projects, ECT often finds it beneficial to both our clients and our project management team to hold informal reviews of client satisfaction at project completion, including possible opportunities for improvement of project protocols, tech- nical' or administrative processes, or any other aspect of our important working relationship with our valued clients. ' We recognize that the best clients are repeat clients, and our project follow-up is an important part of our efforts to achieve optimal client satisfaction and to earn the City's ongoing business. ' ECT's general approach is to prepare work plans for each task assigned. In the work plans, we outline the various steps required to achieve project objectives. In this section, we present outlines for general approaches to Phase 1/11 ESAs, contamination assessment, and other work plans. These generalized approaches are the ones we have successfully used to complete environmental engineering projects similar to those requested by our clients of local governments. Phase 1/11 ESA Tasks • Receipt of task order. • Selection of task manager and staff. I . Development of work plan. • Negotiation of budget and schedule with City. • Initiate task. 1 • Review of American Standards of Testing and Materials (ASTM) standards for amend- ments to ASTM-required Phase I under Practice 1527. • Review of other standards (if not ASTM)for specific Phase I task. • Conduct records search (including aerial photographs). • Conduct regulatory agency records search. • Perform site reconnaissance. • Conduct interviews. • Conduct site visit. 6 t'twmena! 30 1 , Technology,Inc. I "lir I Civil/Environmental Engineering V RFQ#12-04-02 I • Identify and photograph significant areas of environmental concern (and determine GPS locations of site). I .• Identify recognized environmental conditions. Determine need for Phase II. • Prepare Phase I report. IIf a Phase II ESA is necessary: • Designate task staff. I • Prepare work plan. • Negotiate and obtain approval of City for budget and schedule. • Prepare health and safety plan. • Determine number of monitoring wells and soil borings or other action (e.g., soil sam- pling). • Determine applicable laboratory analyses. • Conduct monitoring well drilling and/or soil boring advancement. • Collect soil samples for infield organic vapor measurements. • Measure groundwater level elevations. • Collect groundwater and/or soil samples for laboratory analyses. • Collect surface water samples, if applicable. I . Interpret field and laboratory analytical data. • Prepare Phase II report. I Contamination Assessment/Remedial Action Task • Receipt of task order. • Selection of task managers. I • Site review, development of work plan and cost estimates.Work plan may include: o Geohydrological studies of soil and groundwater. o Conduct initial remedial action, if necessary. I o Prepare an assessment plan. o Conduct contamination assessment—drilling, sampling, lab analysis. o Prepare assessment report. Io Evaluate control alternatives. o Prepare construction drawings. I o Develop remedial action plan (RAP). o Provide construction supervision. o Acquire permits. I o o Secure site access. Conduct risk assessment, if necessary. o Perform site monitoring. I o Dispose of contaminated material. o Prepare and submit quarterly and annual progress reports. • Task initiation upon approval by City of work plan and budget. I . Maintenance of communications with City during active work phases. • Completion of project task within scope (budget and schedule). I _ Ernefroniateglal 31 Civil/Environmental Engineering RFQ#12-04-02 Asbestos Surveys • Receipt of task order. • Selection of staff (including licensed asbestos contractor and other credentialed person- nel). • Development of work plan, costing, and scheduling. ' • Approval of work plan, budget, and schedule by City. • Site visit including collection of samples of suspect asbestos materials. • Analysis of samples by a certified laboratory. • Interpretation of results and development of a remediation plan, if necessary, or certifica- tion the facility is asbestos free. • Preparation of report and submittal to the City for review. • Completion of the task within scope (budgeted schedule). Monitor Well Installation • Receipt of task order. • Selection of task members (including Florida registered water well contractor). • Development of work plan, costs, and schedule. • Approval of proposed plan, budget, and schedule by the City. • Schedule all team members. ' • Prepare health and safety plan. • Mark drilling area with a white outline. • Obtain all required permits. • Call for utility survey to include the area outlined 7 days before work is schedule. • Travel to site. 1 • Have safety meeting with all parties. • Examine proposed well locations to assure there are no obstructions or utilities. • If necessary, adjust well locations in consultation with project manager for the City. • Set up on drilling location. • Remove pavement, if necessary. • Hand auger or posthole dig to approximately 5 feet in depth. • Begin drilling and collect cuttings for disposal as appropriate for contamination levels. • Collect any soil samples from this location as specified in the work plan, and prepare ap- propriate geologic logs. ' • Field screen soil samples with flame ionization detector according to work plan. • Select sample depth intervals in accordance with work plan and field screening. • Collect appropriate soil samples, store in laboratory-provided glassware, and cool with ' ice. • Drill holes to final well depth according to work plan, enlarging the boring diameter, if needed. ' • Install well screen and riser according to work plan. • Complete well annulus consisting of a sand pack extending above the screen, a seal above the sand pack of hydrated bentonite or fine sand, and cement grout from the seal to the surface. • Allow time for grout to begin to set. • Oversee driller, develop the well, and record observations. ariCh—Erwin° merrlal 32 Inc. I C' - Civil/Environmental Engineering RFQ#12-04-02 I • Complete surface finish for the well consisting of a concrete pad and a vault as described in the work plan. • Collect any samples of cutting as required for waste characterization. • Restore site area. • Submit any soil sample collected to the laboratory. IArrange for disposal of contaminated cuttings. • Prepare and submit appropriate report. IWell Abandonment: • Repeat first six items under the well installation procedure. • Have driller obtain all required permits. I • Travel to site. • Have safety meeting with all parties. • Set up equipment at the well location. • Trimme grout into the well screen and riser. With pipe from the bottom up, grout may be installed under pressure or by gravity in accordance with work plan. • Allow grout level to stabilize and top off with grout, as required. • Remove concrete pad and well vault. • Restore the disturbed area with a similar surface material (concrete, asphalt, or soil). I • Prepare and submit report. Threatened and Endangered Species Survey: I • Receipt of task order. • Selection of staff(experience, availability, etc.). • Development of work plan, costing, and scheduling. I • Approval of work plan, budget, and schedule by City. • Collection of appropriate data from Florida Fish and Wildlife Conservation Commission, U.S. Fish & Wildlife Service, Florida Natural Areas Inventory, SFWMD, City of Fort ILauderdale, Broward County, and others. • Site visit to include GPS of transects observed and also locations of any species of con- I cern identified, areas of appropriate habitat, and collection of photographs and other ap- propriate data for report. • Interpretation of results, development of tabularized data sets, preparation of maps, and I . submission of reports, including photographs. Submission of report to City. • Revision and finalization of report. IWetland Delineation: • Receipt of task order. • Selection of staff(experience, availability, etc.). • Development of work plan, costing, and scheduling. • Approval of work plan, budget, and schedule by City. I • Collection of background data, maps, and other materials from the City and other federal, state, and local agencies. I 7ici s EnVaonmenat 33 6,r;,r\ Civil/Environmental Engineering _ RFQ#12-04-02 • Evaluation of wetland areas, compilation of appropriate paperwork (e.g., forms—USACE, UMAM, etc.), and also including flaging of wetland areas based on vegetation types and soil types. • Surveying of flagged areas either by engineering survey (licensed surveyor) or by GPS/GIS (ECT personnel) to determine areal extend of wetland areas. Wetland delinea- tion activities are performed by ECT certified wetlands evaluators. • Preparation of wetland maps. • Preparation of reports, including photographs and maps, and submission to City. ' • Revision and finalization of the report. 4.2 ECT'S UNDERSTANDING OF ENGINEERING PROJECTS FOR DRAINAGE SYSTEM DESIGNS, FORCE MAIN ANALYSIS, AND STORMWATER ECT understands the objectives and technical and management efforts needed to provide civil and en- vironmental engineering and consulting services for the City of Sunny Isles Beach. Based on our recent ' and ongoing experience with current services contracts for other city and municipal government agen- cies, ECT's current working knowledge of the regulatory requirements and issues associated with the kinds of projects to be addressed under this solicitation, and technical strategies and expertise to ad- dress these issues, are highly regarded in the consulting industry. ECT's proposed project team has been assembled based on their proven ability to achieve all of the City's project objectives and accom- plish all services identified in the solicitation. Highlights of ECT's responsiveness to the project require- ments include: • ECT's proposed approach has been proven successful on current and past governmental ' agency contracts, and on numerous other multidisciplinary contracts similar to the re- quested engineering and consulting services. • Project team personnel have been selected based on their unique qualifications and ex- perience to complete the project requirements. • Project team's project experience meets and exceeds the anticipated scope of services. • Proposed local project management team (Fort Lauderdale) provides for effective control, coordination, and communication with City staff. • Proposed project team has extensive experience over many years of coordinating and working with South Florida governmental agencies to solve local engineering and envi- ronmental issues. ECT's understanding of technical and administrative aspects of successful civil and environmental engi- neering projects, including but not limited to drainage system design, force main analysis and storm- water management projects, is described briefly below. ' TECHNICAL ASPECTS ECT personnel have completed more than 550 water-related projects in Florida, resulting in a high level of personnel expertise, and a wealth of experience in all phases of water resource, civil and environ- mental engineering and consulting. Examples of services that ECT is prepared to provide under this RFQ include the following: 1 _ _ 34 Technology,Inc. ! : V' r. Civil/Environmental Engineering RFQ#12-04-02 IBasin Master Planning Comprehensive master planning services for stormwater infrastructure, including: I .• GIS-based watershed mapping, analysis and modeling (ArcGIS and ArcHydro tools, etc.). Integrated surface water/groundwater modeling. • Water quality modeling. I • Problem area identification. • Level of service development. • Watershed retrofit design. I • Capital improvements program development. • Stormwater utility establishment. I •• Public involvement. Funding mechanisms assistance. ! ! s C A r i j it u J ..:C.1 v ii _yipk; i e ' - ♦ wa r "t,' ��_ I ` 1 �.1` "' a 'Y' .. _ 2f : • $ . i . . � } c k I Drainage Network and Stormwater Treatment Engineering Engineering and permitting services for stormwater collection, management and treatment: • Project planning and funding mechanisms consultation. I . Ecology and biology services. • Site civil and initial network design for inlets, pipe sizing and grades. • Design analysis and refinement using hydraulic and hydrologic models (e.g., ICPR and I SWMM). • BMP treatment train design—alternatives/combinations analysis and selection. AutoCAD Civil 3D design production. I . • ERP and USACE permitting. • Bidding and construction phase services. yy 47.5 Iv Pl i '2,0111 e � '- pRi 'lle —environmental 35 ! , 1 hie. I 41 iCivil/Environmental Engineering •_ RFQ#12-04-02 I NPDES Permit Support I A broad range of services to assist local governments and others with NPDES permit compliance needs: • MS4 outfall inventory/drainage area mapping. I • Storm event water quality monitoring. • Event mean concentration development. ! ,lt - ,3` f V;� • Pollutant load modeling and TMDL allocation. icp,` i. ! ' .,„ '; tat.," I • TMDL monitoring and assessment. its v o'� • Illicit discharge identification. `tib`/ ,i_.‘.—;,!..,";, . T. ; • Priority area identification. n 7 , BMAP development and TMDL implementation. '.• - "- r z' • Numeric Nutrient Criteria implementation. I FIRM Modifications I Consulting services to assist floodplain managers, planning officials and others: • GIS-based floodplain analysis. Flood insurance study. I' • -, - I • Surface water modeling. y- a -:.,._,AH` i, • Web based watershed and floodplain data hosting. jl%?rNN • FEMA flood insurance restudies. R '1 ' 1 ,n _ yk' K I • DFIRM study. - I,' ,., ,) - ) 4_ id-11-• ' - s._ • - I Lift Station and Force Main Engineering Multidisciplinary expertise for large-scale integrated watershed restoration and management projects: • Gravity sanitary sewer network average day/peak hour flows. I • Conscientious lift station site planning for emergency operations and line-of-sight opera- tional status monitoring. • System TDH analysis, pump and operating point selection. I • System analysis for unacceptable force main hy- e. ., _ 4- . +-;! draulic transient conditions (e.g., EPANET and ' '• KYPipe). 1a ,s..., irk �. r I � .f,7, - • Existing pump station analysis and optimization. 30;}� 1 • Coordination of structural and electrical engineering r • ,!��,�i , ' subconsultants. E , %�� +{ r+/ti I • FDEP sanitary sewer main extension permitting. a;tiii ` j�:01_Ca y • Floodplain analysis/flood mitigation. I REGULATORY AND STANDARD OF CARE ASPECTS I ECT recognizes its responsibility as a professional consulting firm to maintain awareness of current rules, regulations and standards, so that we can provide our clients with the highest quality services. ECT's project team members are well versed in the regulatory environment and concepts, both at the I - —nnviro mental 36 IAUT Inc. t � Civil/Environmental Engineering = RFQ#12-04-02 ' local level and with federal, state and regional regulations that typically apply to projects that would be likely to be assigned under this RFQ. Additionally, ECT promotes and maintains staff awareness of changes in design standards, codes, and other regulatory trends through a variety of means, including the following: • Use of ECT's established Corporate Quality Plan, which defines the policies and proce- dures for controlling the quality of all facets of ECT's technical work, including field data collection, field survey methods, data analyses, and project deliverables, as well as efforts performed by subcontractors, and project communications. • Interim technical reviews conducted at appropriate project milestones by senior technical staff not directly involved in production work for the task to be reviewed. • During the development of a proposal for a new task assignment under a continuing ser- vices agreement, ECT's project staff will routinely review, as needed, applicable federal, state, regional and local design standards, codes and regulatory guidance documents pri- or to finalizing the proposal and initiating the new project. ' • ECT engineers and scientists typically hold at least one pre-application meeting with ap- plicable permitting agencies for a new project that appears to have the potential for a sig- nificant degree of permitting complexity. The purpose of the pre-application meeting is begin a dialogue with the permitting agency, to identify potential obstacles to project exe- cution and completion, and to ensure the path to obtaining needed permit approvals and completing the project is well defined. Such meetings are typically held at project incep- tion, and follow-on meetings are often appropriate prior to permit application submittals for more complex projects, or for evolving project concepts. It is often advantageous to hold at least one such meeting onsite. • ECT's corporate culture encourages its engineers and other project professionals to main- tain active membership, and to pursue leadership roles, in a variety of professional asso- ciations and societies (see individual resumes). Our employees are currently well repre- sented in the membership of the Florida Stormwater Association, the Florida Section, American Water Resources Association, the Florida Lake Management Society, and simi- lar professional organizations. • ECT also encourages its professionals to author and present papers on current topics at professional meetings. • ECT strongly encourages its professionals to achieve and maintain industry-standard cer- tifications as appropriate to their area of specialization. • ECT has established a water resources/natural resources practice line that serves as a forum for coordination on current technical and regulatory issues on a firm-wide basis, ' and facilitates ongoing local, state and region-specific in-house discussions. All of the key personnel identified for this project are members of ECT's water resources/natural re- sources practice line. ' In addition to the practices described above, our professionals keep current with applicable design standards, codes and regulations through other means such as the following: t • Project assignments that involve reviewing ordinances and building codes for the state, various counties, and cities where we also provide design services. • Membership in various local and state agency technical committees. air swfronmentrd C�, 37 Consulting& Technology,Inc. I . `1f Tl: Civil/Environmental Engineering RFQ#12-04-02 I • All professional engineers on the project team are subject to continuing education re- quirements applicable to their field of practice and licenses/certifications. I . Because of ECT's many agency clients, we maintain rapid, ongoing access to developing information on regulatory changes. I Finally, ECT provides in-house technical training sessions (e.g., brown-bag seminars) several times a year to promote depth of knowledge and cross-training. Because of the nature of our services, these training sessions necessarily include coverage of pertinent regulatory considerations and "developing I stories" in the regulatory realm. UPCOMING PROJECTS I The requested scope of services involves a wide variety of possible assignments providing civil and en- vironmental engineering services for the City. Examples of specific projects identified in the City's Fiscal Year 2012 Capital Improvements Program for which such services may be required include the follow- 1 ing: WASD Demolition and Park Construction I . • 16050 Collins Avenue Intracoastal Park • 16200 Collins Avenue Intracoastal Park 1 • 174th Street Drainage 4.3 ECT'S STRENGTHS IN DESIGNING CIVIUENVIRONMENTAL I ENGINEERING PROJECTS Civil/Environmental Engineering Design Tasks ECT's full service civil/environmental engineering design and permitting staff consists of experienced I project managers, multidisciplinary engineers, ecologists, field technicians, GIS and Computer Assisted Design and Drafting (CADD) specialists, and construction management personnel. A reliable, experi- enced, and dedicated team is essential to providing full support for the City's engineering needs. ECT's design strategy couples site specific water quality and ecological functionality with practical, cost effec- tive materials and methods. For instance, in designing the 27`"Avenue stormwater retrofit project for the I City of New Smyrna Beach, ECT incorporated hydrologic and topogr nhir faahirn intn rho ctnrmw2tar treatment system. Using topographically lower conservation land as v -12 part of the treatment system, ECT successfully minimized ecological Dc-pot Perk disturbance and construction costs while maximizing the pollutant I - r , _. treatment efficiency. Sampling results showed that the treatment � O�y 'y �., - efficiency of the retrofit reached 90 percent. / .; �' •t rt-,.-:.- I 1 it -7 " ECT's recent experience in design projects that are directly relevant � - to this solicitation includes: F I • Depot Park Regional Stormwater Treatment System -1'. and Pump Station Planning, Design, and Construction 1 \'fir . . • Administration for the City of Gainesville, FL. �`t - 1 " --,` _ I . Central Beach Flood Mitigation, Phase II for the City of � /. , �,.>.,,� a New Smyrna Beach, FL. Depot Path Regional Stormwater Planning, IDesign,and Construction Management M tiwfrtnniernal 38 I / > nye. ' Esrak-""),/ Civil/Environmental Engineering •••%' RFQ#12-04-02 • North Causeway Stormwater Force Main and Pumping Station for the Utilities Commis- sion of New Smyrna Beach, FL. ' • Lake Gibson Southwest Drainage Basin Retrofit Design for the City of Lakeland, FL. • Park Avenue Culvert Replacement for Volusia County, FL. • Ocean Beach Boulevard Bio-retention Design and Construction Administration for the City of Cocoa Beach, FL. • Avenue C North and CR-30A Stormwater Drainage Improvements Design, Permitting and Construction Administration for the City of Carrabelle, FL. • ECT is currently contracted to design a retrofit of the DRAA Field stormwater system for the City of Titusville. • Design of Billy Creek Filter March Park for City of Fort Myers. Permitting Tasks In addition to our design services, ECT provides its clients with the full range of necessary environmen- tal permitting services for all types and sizes of projects from small, single-permit efforts to large multi- permit projects. ECT's individual permitting efforts in Florida include more than 75 major dredge/fill per- ' mits (under old dredge/fill guidelines), 25 stormwater permits (under old MSSW (management and stor- age of surface water) guidelines), and numerous environmental resource permits. ECT's expertise in environmental resource permitting and related regulatory programs is unparalleled in the State of Flori- da. As an illustration of our experience, ECT personnel have at various times provided ERP program implementation support under contract to all five water management districts across the State, helping the Districts to implement both the engineering and ecological aspects of these programs. 4.4 TIMELINES AND BUDGET ECT is committed to meeting the schedule and budget requirements for the City's Civil/Environmental Engineering services contract. Our team has gained a wealth of relevant experience completing similar projects on-time and within budget. The City will clearly benefit by selecting a team familiar with these processes. We understand how to begin critical procedures early to insure compliance to all required deadlines. The ECT team will complete Civil/Environmental Engineering services within the budget for each task order. It would take 1 week to implement service after the issuance of the"Notice to Proceed" from the City. In addition, the ECT Team already established principal-in-charge with both project manager and assis- tant project manager for this project, ensuring that all necessary resources are provided to the City on time. Meeting the desired schedule will depend largely on close cooperation and timely exchange of information between the ECT Team and City staff. Decisiveness and the ability to schedule meetings ' quickly with all necessary project team members present will be one of the keys to assuring this suc- cess. When the schedule begins to slip affecting the deliverable of a work product, whether the result of ECT or City project team member, our firm will take full responsibility to quickly and respon- sibly resolve the issue; even if it hurts the bottom line. Your budget and schedule is critical to project success and our reputation to serve is paramount/ 1 EmdmunMral 39 Tedznology,bra 1 Civil/Environmental Engineering RFQ#12-04-02 Project Scheduling and Tracking The ECT team regularly utilizes software for tracking and scheduling our Civil/Environmental Engineering projects. We are familiar with the activities listing in the solicitation based on our experience providing services on other similar civil/environmental engineering projects. As demonstrated with past performance, ' we are committed to providing all resources necessary to complete this project on time j and,within,ginbudgets Y / I I I r 1 I t I I I 1 1 / C CMI 40 Tedu gy,�. Civil/Environmental Engineering __- RFQ#12-04-02 5.0 REFERENCES A list of public sector clients' references is given below and each reference is attached in the following pages. Courtney Millender Dempsey Douglas P. Gleckler City of Carrabelle Manager of Lakes & Stormwater City Administration City of Lakeland Public Works Dept 1001 Gray Avenue 407 Fairway Avenue Carrabelle, Florida 32322 Lakeland, Florida 33801 Phone: 850/697-3618 Phone: (863)834-3300 t Carol Ann Wehle Christopher Gasinski South Florida Water Management District Tampa Electric Company Executive Office People Gas System 3301 Gun Club Road 702 North Franklin Street West Palm Beach, Florida 33406 Tampa, Florida 33601 Phone: 561/686-8800 Phone: 813/228-4684 The following are references from municipal and county government agencies in South Florida. Addi- tional references are provided in the following. Shawn Denton City of Pembroke Pines .;� y� �f eo Public Services Department 13975 Pembroke Road y o ' Pembroke Pines, FL 33627 Net Phone: 954/437-1115 Fax: 954/437-1121 Email: sdenton@ppines.com iDescription of Services: ECT has conducted 21 indoor air quality investigations for the City of Pem- broke Pines since 2000. ECT provides same-day response when the City calls due to the high profile of 1 the City administration and the sensitivity associated with indoor air quality complaints. ECT has con- ducted investigations on the weekends and after business or school hours at the City's municipal build- ings, the police department, and schools. The scope of services typically has consisted of bulk and air- 1 borne sampling for viable and non-viable fungal species in addition to basic indoor air quality criteria (temperature, relative humidity, and carbon dioxide). ECT has also conducted moisture penetration sur- veys and made recommendations for mold remediation, where necessary. Date Completed: Ongoing Total Cost $50,415 (to date) I B cCi1 Technology,inc.trs. IWILBURN"CURLEY"MESSER CITY OF CARRABELLE DAN HARTMAN MAYOR-COMMISSIONER CARRABELLEFLORIDA CITY ATTORNEY IFRANKLIN MATHES , COMMISSIONER COURTNEY DEMPSEY I CITY ADMINISTRATOR BRENDA LAPAZ COMMISSIONER 1L tI IIS KEISHA SMITH ■ • h, CITY CLERK I CHAROLETTE SCHNEIDER : 1'/, jfi®; COMMISSIONER , CS.1 119)941/4. ' r- 1001 GRAY AVENUE •./„ ��afla`: y�I, CARRABELLE,FLORIDA 32322 i."T,��' i ilaI® ,. TELEPHONE:850-697-3618 ' CAL ALLEN �L-.=;�® FAX:850-697-3156 COMMISSIONER —�- �-o�-,�,�- I. --.— ''� �cL!J�Z�e , -yeet a` IApril 24, 2012 ' Subject: Reference for Environmental Consulting&Technology, Inc. To Whom It May Concern: IEnvironmental Consulting & Technology, Inc. (ECT) has been providing professional engineering and con- sulting services to the City of Carrabelle under a continuing services contract since 2007. Under this contract, ECT has performed two major stormwater management retrofit projects known collectively as the 10th Street Basin Drainage Improvements. ECT's services for these concurrent projects included project planning, grant ' application and administration, engineering design, permitting, bidding assistance, construction administra- tion and environmental consulting services. The projects successfully addressed chronic problems with ero- sion, unstable drainage channel banks, inadequately treated runoff entering sensitive coastal waters (St. George Sound), failing drainage infrastructure, coastal utilities vulnerable to storm damage, localized flood- ing, and invasive plants. ' In all of their work on these two projects, ECT's engineering personnel have been highly professional, proac- tive, and responsive to the needs of the City. ECT's project manager, Leland Smith, consistently demon- strated a commitment to excellence in client service, clear communication and an emphasis on providing I value to the City throughout the design and construction phases of both projects. Follow-through on action items and deadlines was consistent, and progress was maintained without reminders. Contractor pay re- quests and the City's grant reimbursement applications were processed expeditiously and contained appro- I priate information for processing. In summary, the City is pleased with ECT's past performance on capital stormwater engineering projects, and will not hesitate to use their services again in the future. IIf you need any additional information, please contact me at 850/697-3618, or citvcbel@gtcom.net. Sincerely, ICity of Carrabelle, Florida I 6.1,01/14_,\The?(,{A Courtney Mider Demp ICity Administrator I 1 y" �) Douglas P.Gleckler Manager of Lakes&Stormwater LAKELAN of D Public Works Department 1 April 27, 2012 Subject: Letter of Recommendation—Environmental Consulting&Technology, Inc. To Whom It May Concern: ' Environmental Consulting & Technology, Inc. (ECT) has been providing professional engineering and consulting services to the City of Lakeland under a continuing contract since 2004. Their primary tasks have been to provide a system review and basin-wide stormwater modeling, to ' develop a watershed management plan for Lake Gibson, and using the plan as a design basis, to provide engineering services for a regional stormwater treatment facility. ECT developed engineering plans and ERP permitting documentation for the regional treatment facility, ' successfully obtained an ERP with minimal RAI's, provided bid support and construction phase services, and supported project closeout with transfer to operations. ECT's in-house expertise in all areas of the project was exemplary. Project status was always up to date and field issues were quickly solved through rapid, concise and professional communication to all involved. In every aspect of their work, ECT's project managers and supporting staff have ' been highly professional and responsive to the needs of the City. ECT's project managers are committed to excellence as shown by the credentials of their staff and their excellent ' communication throughout the projects. They were always in tune with the needs of all project stakeholders from permitting agencies, grant managers, contractors and the City. Follow-through on meetings and deadlines was consistent and progress was made without reminders. No delays ' were experienced regardless of the complexity of the issues involved. Proposed costs were adhered to without the need for change orders initiated by the consultant. Invoices are submitted consistently and contain appropriate information for processing. Overall, the City is very pleased with ECT's performance and will continue using their services in the future. If you need any additional information, please contact me at 863/834-8439, or email at doug.gleckler@lakelandgov.net. Sincerely, 1 � t � Do las P. Gleckler Manager of Lakes &Stormwater Department of Public Works 407 Fairway Avenue •- Lakeland, Florida 33801-2467 Phone 863/834-3300 •i www.lakelandgov.net 1 1 17:•E ca SOUTH FLORIDA WATER MANAGEMENT DISTRICT ps ..x.....17`;. 1 February 9, 2009 • 1 Mr. Marc Lefebvre ECT 1 6300 NE 1't Ave #100 Fort Lauderdale, FL 33334 1 Dear Mr. Lefebvre: On December 16, 2008, the South Florida Water Management District's (District) 1 Governing Board voted to accept a proposal to acquire more than 180,000 acres of agricultural land for Everglades restoration from the United States Sugar Corporation. An extensive and thorough environmental assessment was crucial to the Governing 1 Board's decision, and I thank you for your work that supported this historic accomplishment. 1 The purchase will allow the District to restore a more natural flow of the water from Lake Okeechobee to the remnant Everglades. Restoring this historic flow will provide immense benefits throughout South Florida, protecting coastal estuaries, expanding 1 wildlife habitat and revitalizing America's River of Grass. The amount of work required to sample 150,000 acres of sugar cane and 32,000 acres 1 of citrus, analyze each sample and prepare an environmental assessment report was staggering. Remarkably, the five-volume assessment was delivered to District senior management less than 120 days after Governor Crist's announcement of the purchase 1 plan. This achievement is a testimony to the hard work of a very dedicated team of professionals. 1 The River of Grass acquisition will endure as one of the State's great environmental achievements. It is something of which we can all be proud. 1 Thank you again for your extraordinary efforts. Sincerely, 1 gaideQ,,, tatgof 1 Carol Ann Weide Executive Director 1 CAW/cb 3301 Gun Club Road,West Palm Beach Florida 33406 • (561)686-8800 • FL WATS 1-800-432-2045 1 Mailing Address: P.O.Box 24680,West Palm BeachFL 33416-4680 • wwwsfwmd.gov 1 1 ct 1 PEOPLE'S ISi4S September 11,2007 1 F.J. `Paco"Amram,P.E. Environmental Consulting&Technology, Inc. 1418 N. Westshore Boulevard, Suite 115 1 Tampa,FL 33607-4520 Re: Services provided by Environmental Consulting&Technology, Inc. 1 Soil and Dewatering Management Project for Trolley Car Construction Peoples Gas System/Tampa Electric Company 1 Dear Paco: As you requested, I am providing this letter of reference, which Environmental Consulting&Technology, 1 Inc. (EC ) may forward to a prospective client. This letter provides a brief summary of the project needs - and how ECT met them. • The City of Tampa developed plans to build the Tampa-Ybor Historic Electric Streetcar(trolley car)near 1 our facility. This required extensive utility work in subsurface zones, potentially impacted by coal tar from a former manufactured gas plant(MGP)at our site. The project also restricted traffic at a rush hour artery, further increasing its visibility and exposure to the public. 1 PGS wanted the potential coal-tar-related impacts and health and safety (H&S) issues to be properly managed. Priorities were to protect workers, the public and the environment from hazards, while protecting PGS from unwarranted attention or liability. Given the municipal traffic needs, impacted 1 media management by PGS also could not delay the high-profile work. PGS hired ECT to manage all potentially impacted soil, drill cuttings, and dewatering discharges. ECT 1 was also required to establish the H&S chain of command, provide OSHA-mandated H&S training, specify contractor field procedures,direct site H&S,and monitor workers for exposure. 1 The high-profile project was completed without incident, unwarranted public attention to the facility, or claims for liability for any H&S or environmental impacts. The project was completed on time and below its purchase order budgets. PGS and TEC are pleased with ECT's performance and results on this project and are happy to recommend them for this type of work. 1 If you-have any questions about this project,please feel free to call me at(813) 228-4684. 1 Sincerely, PEOPLES GA SY TEM/Tampa Electric Company 1 Christoph Gasinski Senior Environmental Specialist Tampa Electric Company PEOPLES GA55 1 702 NORTH FRANKLIN STREET P. O. BOX 2562 TAMPA, FL 33601-2562 1 IBOOI 282-4441 AN EQUAL OPPORTUNITY COMPANY WWW.PEOPLESGAS.COM NV_ Civil/Environmental Engineering RFQ#12-04-02 Roger Jeremiah ,/ p �p Broward County BW(( ]"i/�/iU 7 115 South Andrews Avenue LLAA' 6 `-1 VI� Fort Lauderdale, FL 33301 C'L1 COUNTY Phone: 954/357-6112 P 6 OO G3 0 DD IA Fax: 954/357-6340 Email: rjeremiah@broward.org Description of Services: ECT conducted a chlorinated solvent site assessment at the Broward County ' Sheriffs Office Fleet Maintenance Facility in Lauderdale Lakes. ECT proposed and conducted natural attenuation monitoring as the concentrations were well below natural attenuation monitoring default source concentration levels. ECT recommended closure with a deed restriction and received a site re- habilitation completion order in September 2007. Date Completed: 2006 Total Cost: S50,801 Pamala H. Ryan ' City Attorney 4.1084 City of Riviera Beach Utility District r :' 600 W. Blue Heron Blvd. I ! Riviera Beach, FL 33404 ` y�+� ' Phone: 561/845-4069 Fax: 561/845-4017 Email: cityattorney@rivierabch.com Description of Services: ECT was retained on behalf of the City of Riviera Beach, Florida, to provide environmental consulting and potential expert witness services related to extensive chlorinated solvent ' contamination of the city's municipal wellfield. Two former industrial facilities (Honeywell/Solitron and Trans Circuits) contributed to the widespread solvent contamination of the surficial aquifer within a wellfield protection area. These facilities were addressed under the Comprehensive Environmental Re- sponse, Compensation, and Liability Act (CERCLA or Superfund) regulations. In summary, ECT's ef- forts for the City included: review of and providing comments on technical reports, providing technical oversight and confirmation sampling of continued contamination assessment efforts, plus preparing for ' and participating in numerous meetings with FDEP, EPA, and public. The technical services were pro- vided through both ECT's Fort Lauderdale and Tampa offices. • ' Date Completed: 2007 Total Cost S234,000 1 1 1 —Envimnmenlalng 46 Inc. • Civil/Environmental Engineering •••• ::= RFQ#12-04-02 David Singleton, P.G. �j fj ' David III I R:- IBJ AR 1 11 Broward County Pollution Prevention �J1 �1/—j V V� !� �J Remediation &Air Quality Division COUNTY One North University Drive, Suite 203 PI 00 Gl 0 Co CS ' Plantation, FL 33324 Phone: 954/519-1429 Fax: 954/765-4804 Email: dsingleton@broward.org Description of Services: Significant soil and groundwater impacts were documented at the Florida Petro- ' leum Reprocessors site as a result of the facilitys use as a waste oil transfer station and unregulated dis- posal between 1978 and 1985. Broward County citations resulted in environmental assessment work be- tween 1985 and 1992. A contamination assessment and subsequent remedial actions indicated petroleum and chlorinated solvent impacts were present in the soil and groundwater. EPA became interested in the site while investigating groundwater contamination in the vicinity of the Peel-Dixie Wellfield, located north of the facility. Subsequent investigations lead to the inclusion of the site on the National Priority List(NPL) da- tabase in March 1998. Administrative responsibility for the site was divided between Federal Superfund, to address the non-petroleum chlorinated solvents which have extended offsite, and the State of Florida Petro- leum Cleanup Program to address the petroleum impacts. A Conditional No Further Action (NFA)was requested for the petroleum impacts by Golder&Associates in 2003, subsequent to four(4) rounds of groundwater sampling and analysis of five onsite shallow monitoring ' wells (SMW-1 through SMW-5). While the Conditional NFA was considered by FDEP, a draft Restrictive Covenant for a deed restriction was not provided(FDEP, 2003). ' The FDEP comments letter indicated that any future sampling conducted to demonstrate that the ground- water at the site has attenuated to unconditional NFA levels,for the purposes of lifting a deed restriction and issuing a superseding unconditional NFA, would require sampling of SMW-1 through SMW-5 for specific historical parameters, including BTEX, PAHs, lead and chromium. In August 2006, ECT was designated as the cleanup contractor by the State of Florida. ECT met with a ' Broward County Environmental Protection Department (EPD) representative to review current site condi- tions and to develop a scope-of-work. Based on the groundwater sampling event conducted in December 2006, petroleum constituents were identified on the property above GCTLs and natural attenuation levels. ' ECT conducted quarterly monitoring and groundwater results for sampling events conducted in 2007 through 2010 continue to indicate that elevated concentrations of petroleum constituents exist above the GCTLs. ECT conducted semi-annual groundwater monitoring. Date Completed: 2010 Total Cost $57,264 1 1 1 _ _ Envertizer 47 Technology Inc. kv: Civil/Environmental Engineering \ ••• RFQ#12-04-02 Stan Edwards, P.E. Project Engineer City of Fort Lauderdale 200 North Andrews Avenue, Suite 200 r Fort Lauderdale, FL 33301 Phone: 954/828-5071 City of Fort Lauderdale uderdate Fax: 954/828-5074 Email: sedwards@fortlauderdale.gov Description of Services: At the request of The City of Fort Lauderdale, ECT conducted a subsurface investigation as a precursor to proposed new sewer line installation. The area of investigation was lim- ited to a linear corridor, a north-to-south utility easement on South Federal Highway. The easement be- gan at the southern property boundary of a former rental car facility and extended approximately 150 feet north. The corridor was located directly north of the intersection of SE 28`" Street and SE 4th Ave- nue in Fort Lauderdale. Historical documentation indicated that soil and groundwater contamination was found to be present at the former rental car facility. ECT conducted a search on the State of Florida OCULUS database which confirmed the presence of contamination at the site. The source of contamination was from a former UST located in the southwestern corner of the property. ECT also determined a second UST tank farm to be present located immediately north of the car wash. Given that historical documentation had indicated petroleum impacts located to the west of the utility corridor, the regional groundwater flow is generally southeast, and the preponderance of transmissive soils within the easement, there was some concern the easement could potentially have been impacted by petroleum related contaminants. In the absence of any data confirming the utility corridor to be free tof contaminants, ECT was contracted to conduct subsurface assessment within the utility easement. ECT supervised the advancement and sampling of eight soil borings, the installation and groundwater sampling of two shallow temporary monitoring wells, and groundwater sampling of an existing monitor- ing well. ' Based upon the results of the subsurface investigation, no petroleum impacts were identified in the soil or groundwater samples collected from within the utility easement, and the proposed City installation was able to proceed. Date Completed: 2008 Total Cost S8,494 1 • 1 O 0 Call/ 48 Tedinology,Inc. ( \ Civil/Environmental Engineering :\.• °.' RFQ#12-04-02 6.0 CONTRACT FORMS 1 Apit 1 1 1 t 1 1 I 1 1 — , q a 49 Teehrrothno bgy,Inc. CITY OF SUNNY ISLES BEACH u ' " 118070 Collins Avenue,- " ' 1 = Sunny Isles Beach, Florida 33160 `y�" F�: .'/ P • 305.9a7.0605 °meq i. wvre-sibfl.net U('i I . ,s.'; O1'.s`- C„r OF SUN 1.14O I I IDELIVER TO: REQUEST FOR City of Sunny Isles Beach QUALIFICATIONS OPENING: 10:00 A.M. City Clerk SECTION 6 05/01/2012 18070 Collins Avenue BID SUBMITTAL FORMS Sunny Isles Beach, FL 33160 I IIssued by: Purchasing Agent Date Issued: This Bid Submittal Consists of 04/02/2012 Pages 27 through 30 I Sealed bids are subject to the Terms and Conditions of this Request for Qualifications and the I accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. IRFQ 12-04-02 Continuing Professional Architectural & Engineering Services Firms Only (CCNA) IA Bid Deposit in the amount of 0%of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 0%of the total amount of the bid will be required upon execution Iof the contract by the successful bidder and City of Sunny Isles Beach Procurement Agent: Firm Name: Marcanthony Tu/loch I Fnvirnnmental Cons,ilting & Technology, Inc Commodity Code(s): RETURN ONE(1) ORIGINAL, ONE COPY AND ONE ELECTRONIC COPY ON CD OR DVD OF BID SUBMITTAL PAGES AND AFFIDAVITS I FAILURE TO SIGN PAGE 30 OF SECTION 6 BID SUBMITTAL WILL RENDER YOUR BID NON- RESPONSIVE City of Sunny Isles Beach I Request for Proposal No. 12-04-02 27 I CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160 i�"�='fE; 305.947.0606 !;‘. www.sibfl.net d' 'Sf ,f:- z:O y�r e)nofsus �a 1 - SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated April 76 7012 (phis clarification) Addendum #2, Dated April 26, 2012 Addendum #3, Dated Addendum#4, Dated Addendum#5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: ❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID 1 FIRM NAME: Environmental Consulting & Technology Inc IAUTHORIZED SIGNATURE: arr- DATE: April 27, 2012 TITLE OF OFFICER: Vice President City of Sunny Isles Beach Request for Proposal No. 12-04-02 28 1 1 CITYOF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach', Florida 33160 `5o"� 'sP.\ ` . 305:947.0606 of s s,a - , • wwwsibrInet SS1. • 72 nak o O Cot OF SUN l' I BID SUBMITTAL FORM IBid Title: Continuing Professional Architectural & Engineering Services Firms Only (CCNA) The undersigned Proposers proposes and agrees, if this Bid is accepted, to enter into an agreement with I the City of Sunny Isles Beach to perform and furnish all Work as specified or indicated in the Contract Documents and in accordance with the other terms and conditions of the Contract Documents. I The Proposers accepts all of the terms and conditions of this or Request for Qualifications. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposers agrees to sign and submit the Agreement with the other documents required by the Bidding Requirements within ten days Iafter the date of the City's Notice of Award. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that: I • The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or Ifurnishing of the Work. • The Proposer has given the City written notice of all conflicts, errors, I discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer. • This Bid is genuine and not made in the interest of or on behalf of any I undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other ' Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. I The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and Istipulated in the individual Purchase Orders and/or Notice to Proceed. I I I City of Sunny Isles Beach 'Request for Proposal No. 12-04-02 29 I - CITY OF SUNNY ISLES BEACH - •= s' 18070 Collins Avenue Sunny Isles Beach, Florida 33160SV' r,. r i� \�^ wwwsibfl.aet a(r . n' 305.947.0606 t1 "---1: I "-i, Si‘. any OF su$e Firm Name: Environmental Consulting & Technology, Inc. 1 550 W. Cypress Creek Road. Suite 170 Street Address: IMailing Address (if different): 1 Fort I auderdale, Fl 33309 Telephone No. 954/771-0444 Fax No. 954/771-8118 I Email Address: jyang@ectinc corn FEIN No. _5L9-2jajah_JJZJa/g I I * "By signing this document the bidder agrees to all Terms Signature:I Culm,,4_1--- (Signat re of authoriz d 'gent) IPrint Name: Larry J Danekk, Ph 0 ITitle: President THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO I BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY I PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. I I I City of Sunny Isles Beach I Request for Proposal No. 12-04-02 30 I CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160s& M V': 305.927.0606 / a u ,�/i n sF t o O5 Crr`Of sus�a I I I I SONNY 'SzF A. ,` * '. ..'.' * I * �z Kg P tie 9) * F L O ?' SSC. C/ TY OF SUN 1\140 I I I I I I City of Sunny Isles Beach I Request for Proposal No. 12-04-02 31 I I t s.ri"'/rr es ' = V I NON - COLLUSION AFFIDAVIT � City of Sunny Isles Beach 18070 Collins Avenue I 'e o ,0-rib-.` Sunny Isles Beach,FL 33160 ' o. ,v Telephone:(305)947-0606 Fax:(305)949-3113 ISTATE OF FLORIDA ) COUNTY OF Alachua ) ) IThe undersigned being first duly sworn as provided by law,deposes,and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County,in any consideration which may give to and any action it may take with respect to this Bid. ' The undersigned is authorized to make this Affidavit on behalf of, IEnvironmental Consulting & Technology, Inc. (Name of Corporation,Partnership. Individual,etc.) I a, Corporation (Type of Business) ,formed under the laws of Delaware (State) of which he is President . (Sole Owner, Partner, President,etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the I undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein,or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham;the person,firm or corporation named above in Paragraph 10.2 has not colluded,conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or I corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person,firm or corporation,to fix the prices of said Bid or Bids of any other proposers;and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2,has directly or indirectly submitted said Bid or the contents thereof,or divulged information or data relative thereto,to any association or Ito any member or agent thereof. _ l I 9 tet/` President AFFIA T'S NAME Lar J. anek, Ph.D. AFFIANT'S TITLE ITAKEN,SWORN AND SUBSCRIBED TO BEFORE ME this 2Fithday of April .R9ox-2012. Personally Known X or Produced Identification 1 Type of identification n (Affix seal here) 1-\...„.19-44...4a., )( . ['te1 !(-name printed or typed) TERESAerf81+lltrington Notary Public, State of Florida I My comm.exp.Aug.16, 2013 Comm.No.DD 901098 I IDECEMBER 28.2010 1 of 7 INNf`IS yU F • N, PUBLIC ENTITY CRIMES �_ City of Sunny Isles Beach �• _ 18070 Collins Avenue -,o I \• r1o. oma Sunny Isles Beach,FL 33160 ', o. ,o" Telephone:(305)947-0606 Far(305)949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) IFLORIDA STATUTES, ON PUBLIC ENTITY CRIMES , PUBLIC ENTITY CRIMES IPursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a I public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess I of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER IOFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach I by Larry J. Danek Ph.D., President tpnnt immnduai s name and Ltef for Erivirorirrntali Consucting & Technology Inc I tprin name o.entity 5u mi mg swom s a eme..,1 whose business address is: (headquarters) 3701 NW 98th Street. Gainesville Fl 32606 1 (local) 550 W. Cypress Creek Road. Suite 170: Fort Lauderdale. FL 33309 and (if applicable) its Federal Employer Identification number(FEIN) is 5q_2921038 I (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: .) I 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any I public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. I 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nob contendere. I11.4. I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: Ia.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, I directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair IDECEMBER 28,2010 2of7 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) X Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) t I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO, A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY, CHANGE INTHE INFORMATION CONTAINED IN THIS FORM. By. 9.,t / ( ignature) Larry J. Danek. Ph.D. (Printed Name) President (Title) Sworn to and subscribed before me this 25th day of April ' 1 , 20 12 , by (AFFIX NOTARY STAMP HERE) -\11.4.4-4.-a- S Kl Signature: Notary Public- State of Florida 1Teresa S. Warrington Print or Type Commissioned Name Personally Known X OR Produced Identification TERESA S.WARRINGTON Notary Public, State of Florida Type of Identification Produced My comm.exp.Aug.16,2013 10/1998 3 of Comm.No.DD 901098 uNNv IFF • • • ;, EQUAL OPPORTUNITY / :�. AFFIRMATIVE ACTION '';- soa` o,; City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach,FL 33160 Telephone:(305)947-0606 Fax:(305)949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. n - ' Signed: arty J. and Ph.D. ' Title: President ' Firm: Environmental Consulting & Technology. Inc. Address: 3701 Northwest 98th Street tGainesville FL 32606 1 1 1 1 DECEMBER 28,2010 4 of 7 i,9!- IS<f di, ci CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue . „Tl_ or ' '. or.oR ` o+ Sunny Isles Beach,FL Telephone:(305)947-0606 Fax::(305(305)949-3113 CONFLICT OF INTEREST STATEMENT IThe award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. ISTATE OF FLORIDA COUNTY OF Alachua BEFORE ME, the undersigned authority, personally appeared Larry J Danek , who was duly sworn, deposes, and states: I18.1. I am the President of Environmental Consulting&Technology, Inc. with a local office in Gainesville. FL Fort I auder[tale FI and principal office in I 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 12-04-02 described as: kcAgit Q3t7d14 3G0.4ACRcodFSt The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledg9- Continuing Professional Architectural & Engineering Services Firms Only (CCNA I 18.3 The Affiant states that only one submittal for the above Bidis being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in I any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. I 18.5 Neither the entity nor its affiliates, nor any one associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor any one associated with them have any potential conflict of interest due to any Iother clients, contracts, or property interests for this project. 18.7 I certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. I18.8 I certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. I 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. I AF ANT Dated 4 dcv April 204A.2012. /�! Larry J. Danek. Ph.D. Print or Type Name and Title Sworn to and subscribed before me this 26th day of April , b19t78.2012. I X Personally Known OR 7 Produced Identification ; Type of Identification NOTARY PUBLIC STATE OF FLORIDA LA)q CL^/L Teres hHESA S. WARRINGTON Notary Public,State of Florida My comm.exp.Aup.16,2013 Comm. No.DD 901098 IDECEMBER 28,2010 5 of 7 SViN�_S(FJ :� DISPUTE DISCLOSURE I,ti :� :, ' City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach,FL 33160 rdr,o. ,um Telephone:(305)947-0606 Fax:(305)949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please ' explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO X 1 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO X 1 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, ' or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? ' YES X NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. • I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid ' for the City of Sunny Isles Beach. Environmental Consulting & Technology, Inc. April 26. 2012 ' Firm � Date Larry J. Danek, Ph.D., President Aut rize SSignal e Print or Type Name and Title ' 19.3 In 2006-07, Environmental Consulting & Technology, Inc. (ECT), participated in a marina rehabilitation project for the City of New Smyrna Beach, Florida. In 2010, an individual filed suit against the City, ECT, the design engineer, and the construction company for injuries sustained when he fell while walking from the end of the boardwalk on top of the bulkhead. ECT contended that, on the date of the fall, ECT no longer had any responsibility for the area where the fall allegedly took place. In March 2011, this suit was settled in mediation with ECT agreeing to pay $10,000 of the $62,500 settlement. There was no admission of guilt on ECT's part; it was less expensive to settle than to continue litigation. OECEmBEq 28.2010 6 of 7 I / ' ANTI KICKBACK 1 G(- z City of Sunny Isles Beach -• 18070 Collins Avenue 1 °S1� ;o r,o P"a +s Sunny Isles Beach,FL 33160 ,vh 'sa Telephone:(305)947-0606 Fax:(305)949-3113 ' ANTI-KICKBACK AFFIDAVIT I STATE OF FLORIDA ) ) COUNTY OF Alachua ) II, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a ' commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. I / By: Larry J. Marek �D. ITitle: President IThe foregoing instrument was acknowledged before me this 26th day of April , 20 12 , by Larry J. Danek. Ph.D. [name 1of person], as President [type of authority], for Environmental Consulting & Technology, Inc. [name of party on behalf of whom instrument was executed]. ' AFFIX NOTARY STAMP HERE: (N l INotary Public — State of to ida I Teresa S. Warrington Print or Type Commissioned Name • TERESA S.WARRINGTON Notary Public,State of Florida I Personal) Known X OR Produced Identification My comm.exp.Aug.16,2013 Personally Comm. No. DD 901098 Type of Identification Produced I I I 1 DECEMBER 28.2010 7 of 1 11 m 9 Q U 1 f APPENDIX A RESUMES 1 1 I a 0 II 0 B MARC A. LEFEBVRE, P.E. I O 4. Principal Engineer Project Assignment: Project Manager 1 Project Manager/Project Engineer; Remedial System Design and Opera- tion, Florida Department of Environmental Protection(FDEP) Preapproval Program—Responsible for assessing. designing. implementing. and operation and maintenance of remedial action for Banks Amoco facility in Miami-Dade County. Project \tanager; Aerojet Canal Dredging/Remediation Project, I Education SFWMD—The Aerojet Canal is located adjacent to and on the west side of B.S..Chemical Engineering— Southwest 232nd Avenue. Florida City. Miami-Dade County. Florida. The for- State University of New York at mer Blue Heron Aqua Farm (also referred to as the fish farm) is situated just I Buffalo. 1983 west of the Aerojet Canal. Contaminated sediments from the fish farm as deep as 10 feet were removed from a 150 foot wide by 1.200 foot length of the closed loop canal. Removal of sediments and reduction of phosphorus in the closed loop canal was critical to project success. Aluminum sulfate was applied to the 1 Registrations canal water to precipitate the phosphorus at the conclusion of dredging. Bathy- Professional Engineer. Florida. metric data confirmed dredging success and water quality monitoring indicated No. 0050615 dissolved and suspended phosphorus had been successfully treated. The project Professional Engineer. Georgia, received approval from the National Park Service: land bridges were removed: No. 035527 and the canal was turned over to USACE/SFWMD for inclusion in the spreader Professional Engineer. Michigan, canal project ahead of schedule. No. 6201057880 I Professional Engineer. North Design Engineer; Dry-Cleaning Solvent Supply Company—Designed sev- Cazolina. No. 037095 eral conceptual alternatives for a facility in Miami. Florida. Used air sparging Professional Engineer. Puerto to remediate perchlorethylene (PCE) plume and daughter products migrating Rico.No. 25006 offsite along utility corridor. I Project Engineer; Remediation Compliance Assessments and Wastewater Treatment Projects, Ryder System, Inc.—Developed numerous RAPs for I Affiliations American Institute of Chemical sites in Florida and designed a wastewater treatment system for a Ryder truck wash facility in Miami. Florida. Was also involved in developing 28 spill pre- Engineers vention. Control. and countermeasure plans throughout Florida. Georgia. and National Water Well Association Alabama for various Ryder Truck Rental facilities. I Project Engineer; Wastewater Design, Serbin Fashions—Arranged for the disposal of 100 drums of RCRA hazardous waste material at a facility in Mi- Areas of Specialization ami. Florida. Also performed an industrial audit of the facility and designed a Soil and Groundwater wastewater treatment system to address silver-laden wastewater. Remediation. Systems Design. Contamination Assessments. Project Engineer; Contamination Assessment and Remedial Action Plan I Industrial Wastewater Treatment. (RAP), Midway Airlines—Prepared an approved contamination assessment Construction Management. Project and RAP for this facility at the Miami International Airport. which was im- Management.Chemical pacted by chlorinated solvents. lead. and chromium. Also coordinated the IEngineering characterization and disposal of hazardous waste oil/waste separator sludge. Project Manager; Contamination Assessment and Feasibility Study, F.E.C. Railroad—Performed contamination assessment investigation and bio- I remediation feasibility study for large diesel fuel spill in a municipal wellfield in Miami. Florida. Implemented interim remedial measures to address free- product recovery. IProject Manager, US Sugar Corporation Acquisition, South Florida Wa- ter \lanagement District (SFW\ID)—Conducted Phase I and Phase II as- sessment work for both Bryant and Clewiston Sugar Mills as part of SFWMD I acquisition of US Sugar Corp assets. Managed the technical aspects of project and project budget. I ECT &mormarml CcnuIOv&lechnology Inc. PAPAUI.YANGICIrY OF SUNNY ISIYMPPENDICESRESUS/PS SUNYISIS.DOC-04301± MARC A. LEFEBVRE, P.E. Oa Page 2 Project Manager, Copper Uptake in Apple Snails Study, SFWMD— Designed and constructed a 32-square-foot enclosure for the establishment of native vegetation and forage for pomacea paludosa (Florida apple snail). The purpose of the study was to measure copper uptake in snails grown on sedi- ments with elevated copper concentration to assess the potential for impacts to the Everglades snail kite. Project Manager, Picayune Strand Restoration Project (PSRP) Shooting Area Cleanup, SFWMD—Conducted lead removal from I2 spoil piles used for illegal target practice in the PSRP. Lead removal was required prior to con- struction of a pump station by the U.S. Army Corps of Engineers (USACE). Project coordination involved preparation of project plans and a final report for review and concurrence by the FDEP and U.S. Fish &Wildlife Service. Project Manager; SFWMD—Project manager on numerous projects for 1 SFIVMD. including Phase I/Phase II environmental site assessments (ESAs). soil remediation projects. and ecological risk assessments. Projects include: • Griffin Brothers—Phase VII Assessment. • Palm Beach Downs—Phase 1/11 Assessment. • McMurrain Farms—Phase I/11 Assessments. Risk Assessment. BMP. • Estates of Swan Lake—Phase 1/11 Assessment. • Pine Venture—Phase VII Assessment. Risk Assessment. • Bishop Nixon—Phase I/11/IV. Risk Assessment. Development of Cleanup Costs. Litigation Expert Testimony. • Swan Lake—Phase 1/11. Remediation. • Winthrop/Griffin—Phase I/II Risk Assessment. • Arco Property(Indian River Lagoon)Phase 1/II Risk Assessment. • D'Albora Property(Indian River Lagoon)—Phase I/I1 Risk Assessment. • Platts Property(Indian River Lagoon)—Phase VII Risk Assessment. • McArthur Property(Indian River Lagoon)—Phase 1/11 Risk Assessment. • Triple C Property(Indian River Lagoon)—Phase VII Risk Assessment. • Graves/Tetley(Indian River Lagoon)—Phase I/11 Risk Assessment. • Woemer Turf(EAA)—Phase I. II. III. Risk Assessment Remediation Pro- ject.BMP. • Copper Pilot Study(Indian River Lagoon)for soil inversion using a disk plow. • Lakeside Ranches—Phase 1/11/111 remediation cost estimate for a cattle dip vat. • Wilder Property—Phase 1/II. • Sexton Property(Indian River Lagoon)—Phase IRI. Risk Assessment. • Southern Golden Gates Estates(Picayune Strand)Phase III Pilot Study for remediation of chlordane impacted soils. • Conoley. A& G. Marcott (Indian River Lagoon)—Phase I, II. Risk Assess- ment. • Belle Meade(Picayune Strand)Phase III. • Riverview Development—Phase VII. • Agler Property—Phase III Expanded Copper Assessment. • Consolidated Citrus—BMP. • Equus Farms—Phase I. II. Risk Assessment. • Keri Tower Site—Phase VII. • Prudential Property—Phase VII. • Khaluchi Property—Phase VII. • Griffin Brothers—Phase VII. • Southern Golden Gate Estates (Picayune Strand)—Remediation of 28 acres of Chlordane-Impacted Soils. • Nubbin Slough Restoration. • C-I 1 Project Footprint Corrective Action on 14 properties. F'wfl.nwa Goradtrg&bit-clogs 1>< PAPAULYANGICITY OF SUNNY ISLFSIAPPESDICESIRE_SUMS SUhYI5IS.DOC-043012 MARC A. LEFEBVRE, P.E. O ._ ._- — Page 3 • C-Il Selenium Ecological Risk Assessment. Project Manager; Petroleum Products Superfund Site—Acted as engineer of record and ongoing project manager for EPA superfund site in Broward County. Florida. Implemented innovative technology utilizing vacuum en-_ hanced free-product recovery and natural attenuation. which is projected to save an excess of 520.000.000 when compared to in-situ solidification previ- ously specified in the record of decision (ROD). Groundwater treatment in- volves multi-phase extraction with ferric sulfate, polymer. and caustic injec- tion followed by dissolved air floatation. bag filtration, carbon polishing, and gravity well disposal Project Manager; Remediation of Former Drycleaners Site, Selig Enter- prises, Inc.—Responsible for completing contamination assessment. prepar- ing a RAP. and completing remediation of soil and groundwater contaminated by PCE. TCE, and other chlorinated hydrocarbons. Remediation was complet- ed at the facility in Fort Myers. Florida. using the injection of zero valent iron. Project Manager; Ryder Strickland—Responsible for contamination assess- ment and large initial remedial action of petroleum impacted soil in Jacksonville. Florida. A total of 5.000 tons of soil were removed. Multiple tank removal per- formed under PAC Program. Project Manager/Project Engineer; Remedial System Design and Opera- tion, FDEP Preapproval Program—Responsible for assessing. designing. im- plementing. and operation and maintenance of remedial action for former Phil- lips 66 service station in Broward County. Florida. Design included installation of 25 biosparge wells and 23 bioinjection wells to remediate petroleum impacts through biological digestion. Project Manager/Project Engineer; Petroleum Remediation Design and Implementation, FDEP Free Product Removal Initiative Program— Responsible for implementing a source removal plan to remove an estimated ' 7.000 cubic yards of overburden, excavate and dispose of 3.500 tons of petrole- um saturated soil, supervise restoration which include the replacement of 200 feet of public residential roadway/sidewalk. Task Manager; Site Certification Application (SCA), Panda Energy In- ternational, Inc.—Completed geohydrological task to confirm groundwater impacts: prepared consumptive use permit application in accordance with SFWMD requirements to complete the SCA for a proposed 1.000-MW power plant in Fort Pierce. Florida. Project Engineer; Process Engineering Ecolochem—Performed research and development for formulation of chemical products to prevent scale for- mation on reverse osmosis membranes in Florida. Hardness balances were per- formed on makeup water, process water, and reject water to evaluate the effec- tiveness of formulations. Products were used commercially in product line for various membrane clients. Project Engineer; Sam's Recycling Auto Salvage Yard—Prepared the RAP for remediation of one of the largest auto salvage yards in Florida. located in Pompano Beach This case remains as one the highest profile cases in Broward County. Provided expert witness testimony regarding remediation costs for the project and best management practices for the facility. ECT developed a test management plan that currently used as a model for auto salvage yards by DNRP in Broward County. IEc, Envionmentai Constatg& og}c h'c PAPAW.YANGcrrY OF SUNNY ISL SAPPF.NDIcESIRESUMEssuNYtsLS.txoC-013oI2 MARC A. LEFEBVRE, P.E. Page 4 Project Engineer; Due Diligence for Numerous Florida Lending Institu- tions, Law Firms, and Developers—Prepared numerous assessment and re- mediation cost estimates for petroleum-impacted sites including used oil, gaso- line. and diesel fuel as part of due diligence work prior to property transac- tions. Project Engineer; Lagoon Remediation Project. TECO Coalbed Me- thane—Project involved remediation and stabilization of iron and barium- laden sludges through belt filter pressing and kiln dust stabilization. The pro- ject occurred at a methane gas production facility in Ducanville. Alabama.The project involved slurrying the sludge to obtain a uniform consistency and add- ing oxidizing agents to convert ferrous iron to ferric iron. Kiln dust was used to increase the alkalinity of the sludge to render it nonhazardous. Project Engineer; Cover Design, Florida Department of Transportation FDOT) RCRA Landfill—Designed cover for a large waste management cell for solvent and asphalt waste in Fairbanks. Florida. Cover consisted of clay. high-density polyethylene. and vegetation. Project Engineer; Groundwater Remediation Design, FDOT RCRA Landfill—Designed air stripping tower, piping. pumps. and control system for drum disposal site in Fairbanks. Florida. with groundwater impact from chlo- rinated solvents. Prepared contractor specifications for excavation. decontami- nation procedures. and air monitoring for RCRA hazardous waste disposal. Project Engineer; Site Delisting, BMI Textron—Prepared rationale for delisting this facility in Boynton Beach. Florida, from the National Priority List. Facility was impacted with cyanides. fluorides, heavy metals. and chlo- rinated solvents. Design Engineer; Groundwater Remediation, Sterling Drug—Designed airstripping treatment system to remediate chlorinated solvents and benzene at hazardous waste landfill in Albany. New York. Also designed a pretreatment system to alleviate organic and inorganic fouling of carbon vessels. Project Engineer; Contamination Assessment, Upjohn Chemical- I Performed a contamination assessment at this experimental pesticide facility in Delray Beach. Florida. contaminated with DDT. DDE. and pesticide-carrying agents. Assessment was performed in Level B health and safety gear. Per- i formed hydraulic calculations to project treatment flow rate for remediation design. Project Engineer; Bioremediation, Chemairspray—Involved in conceptual ' treatment of toxaphene through a land-farming operation in Okeechobee. Flor- ida. using enhanced biodegradation with calcium hydroxide. Currently. meth- od is being reviewed with EPA. Project Engineer; Remediation of Creosote, Kennedy Generating Sta- tion—Performed value engineering services on behalf of client to review pro- posed encapsulation of creosote and arsenic contaminated sediments in the St. Johns River and on dry land in Jacksonville. Florida. Proposed remediation consisted of in situ soil stabilization and the construction of a concrete bulk- head cap for the sediments in the St. Johns River. Project Engineer; Contamination Assessment Reports (CARs) and RAPs, Multiple Clients—Prepared numerous RAPs for major petroleum clients in- air Fnrfuren Consultrg6lbchnologsfc. P?PAUL YAANGan OF SUNNY lSL iSUPPENDICESUtF_SUMFS SUNYISIS.D0C-013012 MARC A. LEFEBVRE, P.E. 1 O - Fe Page 5 eluding Mobil Oil. Texaco. and Fina in South Florida. Responsibilities includ- ed groundwater and soil remedial system design and construction management for RAP implementation. Remedial systems included stripper design. carbon adsorption design. vacuum extraction. and bioremediation. 1 Project Manager; Risk Assessments, SFWMD—Developed a mathematical computer model for prioritizing ten facilities with underground storage tanks (USTs) for risk assessment analyses in South Florida. Responsibilities includ- ed ranking of sites for contamination assessment and remedial work. Prepared CARS and RAPs for facilities impacted with petroleum product. Project Manager; Industrial Wastewater Compliance, Tri-County Com- muter Rail Authority (TCRA)—Obtained surface water discharge permit for facility for a public South Florida rail commuter operation in West Palm Beach. Florida. Wrote responses to FDEP comments on permit application which had been pending approval for 3 years: permit granted within I month of submitted comments. Project Manager; Wastewater Treatment System Evaluation, Coastal Fuels Marketing, Inc.—Evaluated treatment needs of wastewater stream at a bulk petroleum terminal in Port Everglades. Florida. in order to meet surface water quality criteria. Methods of treatment were researched. laboratory tests were conducted. and equipment was specified. Project Engineer; Remedial Action, Confidential Client—Prepared bid specifications for contractor bidding to remediate 2.000-acre citrus grove with multiple petroleum impact sites influencing groundwater. surface water and soils in Palm Beach County. Florida. Prepared feasibility study and interim RAP to remediate impacted soils through bioremediation in a land-farming operation. Project Engineer; Airstripper Research and Development Project,Ameri- can Petroleum Institute—Spearheaded data collection work for assessing the efficiency of airstripping on gasoline impacted groundwater throughout the United States. Evaluated various chemical and mechanical methods of pre- venting stripper fouling from organic and inorganic parameters. Project Engineer; UST Design, AT&T—Prepared plans. specifications. and bid documents for the installation of two Owens Corning double fiberglass tanks with integral piping and interstitial monitoring in the U.S. Virgin Islands. ' Project Engineer; Soil Remediation Through Vacuum Extraction, Confi- dential Client—Facility located within the 30-day travel time of a municipal wellfield impacted with PCE in Delray Beach. Florida. Involved in vacuum ' extraction of vadose zone contamination and contaminant transport of PCE to depths of 300 ft. ' Project Engineer; Fuel Tank Farm Design,John D. & Catherine T. Mac- Arthur Foundation—Performed interim remedial action of diesel fuel and gasoline impacted soil through excavation and thermal treatment of 3.500 tons of impacted soils for this citrus grove facility located in Jupiter. Florida. Pre- pared plans and specifications for the installation of a double-walled fiberglass tank with interstitial monitoring. Prepared plans and specifications for fuel tank farm containment structure to contain aboveground fuel tanks. I mac, ��Con tmrg&lictrokso M' NPAut.YANGWITY 01:SUNNY ISIFSAPPENDICESnEFSU3ff5 SUNYISIS.lxC-043012 I I JING-YEA (PAUL) YANG, Ph.D., P.E. c , Vice President Project Assignment: Assistant Project Manager I Education Ph.D.. Environmental Engineer- Water Resources Manager; Aerojet Canal Dredging/Remediation Project, ing—Cornell University. 1974 SFWMD—Performed inspection of stormwater erosion and sedimentation I M.S..Civil Engineer- Control during construction and dredging/remediation according to the ing—University of Pittsburgh, stormwater pollution prevention plan. The Aerojet Canal is located adjacent to 1970 and on the west side of Southwest 232nd Avenue. Florida City. Miami-Dade B.S..Civil Engineering—National County.Florida. The former Blue Heron Aqua Farm(also referred to as the fish I Taiwan University. 1967 farm) is situated just west of the Aerojet Canal. Contaminated sediments from the fish farm as deep as 10 feet were removed from a 150 foot wide by 1.200 Registrations foot length of the closed loop canal. Removal of sediments and reduction of I Professional Engineer. Florida, phosphorus in the closed loop canal was critical to project success. Aluminum No.61324 sulfate was applied to the canal water to precipitate the phosphorus at the con- Professional Engineer. Illinois. elusion of dredging. Bathymetric data confirmed dredging success and water No.062-038331 quality monitoring indicated dissolved and suspended phosphorus had been I Certified Inspector. FDEP Florida Storm water Erosion and Sedi- successfully treated. The project received approval from the National Park Service: land bridges were removed: and the canal was turned over to mentation Control Program USACE/SFWMD for inclusion in the spreader canal project ahead of schedule. IAffiliations Project Manager; Collection of Modeling Documents for Biscayne Bay American Water Resources Asso- Comprehensive Everglades Restoration Plan (CERP). USACE Jackson- elation ville District—Managed and directed collection of documentation from exist- I Florida Association of Environ- ing bibliographies and specified information for the Biscayne Bay Coastal Environ- mental Professionals Wetlands CERP project. Collected documentation selected by the USACE and Florida Storm water Association SFWMD for the Biscayne Bay Coastal Wetlands project.A major goal stated in the CERP is to improve freshwater deliveries to Biscayne Bay. The purpose of I Areas of Specialization the Biscayne Bay coastal wetlands project is to achieve that goal in part by re- Hydrologic and Hydraulic(H/H) storing coastal wetlands and tributaries in some areas of southern Miami-Dade Analyses. Sediment Transport/ County. I Scour Modeling. Water Resources Planning and Management. Storm Principal Engineer; Total Maximum Daily Loads (TMDL) Review, Envi- water Management. Mathematical ronmental Firm—St. Johns County wished to investigate possible sources of Modeling. Non-Point Source Pol- fecal coliform which appeared in test samples collected in Durbin Creek at the I lution and Watershed Master Plan Racetrack Road Bridge and at other locations along Durbin Creek and its trib- utary. Sampson Creek. These test samples periodically exceeded State water simulations).Floodplain Delinea- quality criteria for fecal coliform. and caused Durbin Creek to be listed as im- I tion. Alternative Analysis. Hy- draulic Modeling of Reversal River Flows. Regional Water Quality Principal Engineer; Caloosahatchee River (C-43) West Basin Storage Assessment. Reservoir System Reservoir, South Florida Water Management District I Analysis. 2-D and 3-D Numerical (SFWMD)—Evaluated and compared the SR-80 bridge bed elevation and the Modeling; Watershed .Ground- water levels in Townsend Canal at the intersection in Hendry County from watedWater Quality Model De- 100-year. 500-year and PMP storm events. Performed H/H analyses using Ivelopment. Hydrodynamic Mod- three-dimensional (3-D) surface and ground water models. MIKE SHE/MIKEeling, Ecological Modeling. Opti- 11/ECO Lab. to determine the effects of the project on discharges to the local mization Models.Applications of canals and Caloosahatchee Estuary. groundwater levels. and water quality. Linear. Non-linear and Dynamic Conducted wind setup and wave run-up analyses to determine the elevation of I Programming in Water Resources the top of embankment using U.S. Army Corps of Engineers' (USACE's) Systems. Statistical Modeling. STWAVE/ACES and spreadsheet models. Signed and sealed the final 100 Multiple-Purpose Water Resources percent design report in the WH of spillway design for the stormwater reservoir. I Development.Contaminants Fate/Transport. Regulatory Com- Project Manager; Flow Data Quality Improvement at Culverts, pliance. Modeling for Flood In- SFWMD—Extracted streamgauging data, and the corresponding operations surance and Ocean Disposal Stud- and stage data for culvert structures from the QMEAS database.Computed flow I ies. GIS development/Visualiza- tion. using District software. such as QVERIFY. QMREPORT. QMCOUNT and and Environmental Impact FLOW. Performed uncertainty analysis using Monte Carlo simulation method: Studies ^ assessed and improved existing algorithms using the available streamgauging 8 =V, Ca FinYm ,nd watng&Technology Inc JING-YEA (PAUL) YANG, Ph.D., P.E. }. . _ Page 2 measurements and synthetic discharges from 3-D computational fluid dynamics modeling. Calibrated the discharge coefficients of the culvert structures under various flow conditions and structure operations. Project b1anager; Stormwater Treatment Area (STA) Stream Gauging Plan (STA 1W, 2, 5 and 6), SFWMD—The Operation and Hydro Data Management Division (OHDM) of SFWMD is in charge of flow monitoring. rating development and hydro data QA/QC at over 500 structures within South Florida. Among these structures, most of the new structures are in the STAs mandated by the Everglades Forever Act. passed by the US Congress in 1997. The main purpose of the STAs is to remove pollutants such as phosphorus and nitrogen from the agricultural water before discharging them into the ever- glades. This study showed the framework for the processes based on stream gauging measurements collected from STA I W. 2.5 and 6. Project Manager; Statistical Analysis of Everglades Agricultural Area Farm Data, SFWMD—Managed and directed a statistical analysis of water quality and farm data to determine opportunities for further water quality im- provement in Palm Beach County through source controls. Analysis was con- ducted to meet long-term water quality goals at the Everglades Protection Area using SAS model. Project Manager; Flow Program Re-engineering, SFWMD—Collaborated with Operation and Hydro Data Management Division staff of SFWMD to develop new algorithms to be used in the new Flow Program that will include SpillwayAVeir Module. Culvert Module, and Pump Module. Coordinated test- ' ing of the new algorithms to select the most appropriate ones to use in the de- velopment of new FLOW program. e Project Manager; Development of Baseline Data for Hydrologic Modeling, SFWMD—Managed.directed.and performed quality assurance/quality control (QA/QC) on about 360 stations (115 flow stations. 150 stage stations and 95 well stations) of hydrologic data series used in support of the SFWMD's mod- eling. reporting. and regulatory programs. After data validation. QA/QC. and single series generation. the quality-assured data was uploaded into DBHYDRO. Principal Engineer; Shell Creek Watershed Modeling, City of Punta Gorda—Performed modeling analyses to provide a hazard potential classifi- cation for the Hendrickson Dam in the City of Punta Gorda. The dam break analysis. using the National Weather Service's FLDWAV model and freeboard analysis using USACE ACES model, were conducted to support the hazard classification followed the procedures outlined in the Bureau of Reclamation. U.S. Department of Interior(DOI). Senior Civil Engineer; Hydrologic Analysis, Florida Power & Light Company—Led and conducted probable maximum surge flooding, storm surge. and wave action analyses for the St. Lucie Nuclear Power Plant in Flor- ida. Techniques in nuclear plant siting for hydrologic acceptability were in compliance with the U.S. Nuclear Regulatory Commission (NRC) criteria re- quirements. Principal Engineer; Reservoir Due Diligence Report, City of Punta Gor- da—Used monthly flow mass balance to analyze water availability and the 1 filling and withdrawals from the proposed reservoir. These hydrologic analysis results supported decision to purchase the land. Evaluated the feasibility of I2c, a conanrq Tednalbgy,nc JING-YEA (PAUL) YANG, Ph.D., P.E. O . Page 3 using a 166-acre site adjacent to the City's existing water treatment plant for construction of an off-line storage reservoir. Project Manager; Baseline Data QA/QC, Lee County—Provided the base- line of QA/QC of stage and groundwater time series data that are used in sup- port of the County's reporting and comprehensive planning process. QA/QC included analysis of the data through performance of statistical analyses, ap- plication of statistical modeling tools, and filling missing data. A database that contains an extensive network including IS rainfall gauging stations. 7 surface water stage stations and 162 groundwater monitoring wells was provided and reformatted in this study. Principal Engineer; State Road 7 PD&E Study, Florida Department of Transportation, District 4—Directed surface and groundwater modeling for multiple corridors over a 9-square-mile area in Royal Palm Beach. Florida. Provided a complex environmental impact statement according to National Environmental Policy Act and Florida regulations. Principal Engineer; Racquet Club/Mackle Park/Tracts, City of Marco Is- land—Responsible for the planning and design of a new multi-use (pedestrian and bicycle) pathway in Marco Island, Florida. Services performed for the project included drainage design in compliance with the environmental re- sources permitting requirements. Project Manager; Water Reclamation Permit Review,Florida Department of Environmental Protection (FDEP)—Managed and provided services as- sociated with feasibility study (FS) on reclaimed water for augmentation of water supplies and enhancement of natural systems in the Lower East Coast Water Supply Planning Area in West Palm Beach. Florida. Submitted a sum- mary report outlining issues and concerns with the modeling assumptions. model calibration,simulation results and interpretation of the results that could affect the outcome of the FS. Served as an engineering support contractor for FDEP. Project Manager; Hydrological and Modeling Data QA/QC for STAs and Legally Mandated Sites, SFWMD—Managed. directed and performed QA/QC of hydrologic data series used in support of the SFWMD's modeling. reporting. and regulatory programs. Performed hydrologic mass balance anal- yses and temporal and spatial statistical analyses of hydrometeorologic data. evaluated hydrometeorologic parameter measurements, filled missing data,and ' resolved complex hydrometeorologic and hydraulic problems. Completed hy- drometerologic data QA/QC for the District that legally mandated sites and modeling data, including 73 stations and structures. ' Principal Engineer; Catfish Creek H&H, SFWMD—Conducted a H&H modeling study to assess the feasibility and impact of creating a 1.670-acre impoundment on the acquired Rolling Meadows Ranch using USACE's HEC-RAS and HEC-HMS models. Project Manager; Statistical Analysis of Water Quality and Seagrass Monitoring in Caloosahatchee and St. Lucie Estuaries, SFWMD—Power analysis was used to determine how long it would take for existing monitoring programs to detect a real change in environmental condition for 10 water quality parameters and seagrass. Project Manager; Environmental Engineering Support, SFWMD—Managed and supported the preparation of the project implemen- EnvIrcsinentel EV� cin s scMo gr. f JING-YEA (PAUL) YANG, Ph.D., P.E. e O a Page 4 ration report for the Strazzulla Wetlands and Site I Impoundment in Palm Beach County. Principal Engineer; Design of Retaining Wall, City of Vero Beach Substa- tion—Performed the wave run-up and overtopping analyses to provide infor- mation on the design of rock armor structure according to the recommendations of the USACE's Coastal Engineering Manual. Principal Engineer; Hydraulic Independent Technical Review, Environ- mental Firm—Responsible for hydraulic loadings for the structural design. design basis, nonlinear incremental structural analysis. floodwall backfill scour protection. concrete swing gate. floodwall. T-wall. floodwall advanced measures. MRGO closure, hydraulic storm surge and wave review. and gate design. Independent Technical Reviews for Gulf Inter-coastal Waterway (GIWW) Sector Gate Structure (150-foot wide navigation pass supported by concrete monolith built within sheet pile-braced cofferdam founded on 24 x 24-inch hollow core pre-cast concrete piles) with prefabricated sector gates either lifted or floated into place as part of Inner Harbor Navigation Canal Surge Barrier design-build project. Project consisted of a surge barrier to protect New Orleans and adjacent areas from hurricane storm surges coming from the Gulf of Mexico and Lake Borgne.The surge barrier included concrete floodwall with navigation gates where the barrier crosses the GIWW and Bayou Bienvenue. ' Completed over 50 work orders of review projects. Project Manager; Surface Water/Groundwater Study, California State Water Resources Control Board—Managed, directed. and evaluated the ' groundwater impacts on the water quality and beneficial uses of water in the San Francisco Bay/Delta Estuary Central Valley Basin using a 3-D finite element surface water and groundwater model. ' Project Manager; River Basin Model Development; Bureau of Reclama- tion Southwest Region, DOI—Managed. directed. and led the development and application of a watershed model to examine the apparent decline of stream flow in the 26.000-square-mile watershed of the Cimarron and North Canadian Rivers in Oklahoma.Texas. New Mexico. and Kansas. ' Lead Hydraulic Engineer; Flood Insurance Study, Federal Emergency Management Agency—Performed flood insurance studies to prepare Flood Insurance Rate Maps for Town of Cedar Lake.City of Waukegan and Village of Winthrop Harbor in Lake County: Village of Hoffman Estates. Village of In- verness. and City of Countryside in Cook County. Illinois: as well as Town of Schneider in Lake County. Indiana. e Project Manager; Degradation Study, Iowa Public Services Compa- ny—Performed Missouri River bed level degradation study for power plant intake design at George Neal Station. Unit No. 4. USACE's HEC-6 model was used to simulate the scour of riverbed and sediment transport for determining the elevation of the intake structure. Project Manager; Reservoir System Analysis, Pacific Power & Light Company—Managed. directed, and performed Yale reservoir system analysis with pumped-storage utilizing simulation model HEC-3 and linear program- ming techniques for development of maximum peaking power generation in Washington. Project Manager; Ecological/Water Quality Modeling, Appalachian Power Company—Managed and developed a numerical model to assess the O Ec7 cons+mg a rednolo rte JING-YEA (PAUL) YANG, Ph.D., P.E. 5 Page 5 ecological impacts (trout) from the Brumley Gap pumped storage project in Virginia. Project Manager; Watershed Model Development and Training, Water Resources Planning Commission, Taiwan—Supervised. managed. and de- veloped a conjunctive groundwater and surface water model to simulate the effects of the construction of three major dams and several weirs on ground- water resource availability and flow across the Ping Tung Plain area of south- western Taiwan. Investigated seawater intrusion impact on groundwater re- sources of the Kao-ping River watershed. A 3-D finite-element model was developed for this project. Conducted a training course in surface and ground water modeling and visualization. Project Manager; Conceptual Design of Combined Sewer System. City of Skokie—Led and developed cost-effective and environmentally sound plans to mitigate combined sewer overflows to an adjacent stream and relieve the backup of sewage into basements and streets during periods of precipitation for Skokie. Illinois. These conceptual design plans. based on the U.S. Environ- mental Protection Agency (EPA) SWMM simulation results. were compatible with Chicago's combined sewer overflow project. ordinances of the Metropol- itan Sanitary District of Greater Chicago. and the federal regulations. ' Representative Publications Authored over 120 technical publications in hydrology/hydraulic modeling. surface water and groundwater in- vestigations. water resources planning.environmental impact assessments.and waste management. Technical Reviewer of Manuscripts-Water Resources Bulletin. Bimonthly Journal of American Water Resources Association. Selected Presentations Lectured (honorarium)and taught the Workshop on Modeling/Simulation of Subsurface Flow and Contaminant Transport by Finite Element and Analytical Methods. Pennsylvania State University. May 11-15. 1992: May 10-14. 1993. Invited Speaker (honorarium)—Lectured in surface water. stormwater and groundwater modeling. ' soiVgroundwater remediation. water quality analysis. environmental management system. water resources planning and development at more than 30 universities and organizations. Invited Speaker(honorarium)—Lectured and Presented at the ISO 14000 Seminar on Sustainable Development. ' Applications of Life-Cycle Assessment and U.S.Experience in ISO 14000.China State Bureau of Technical Supervision. Beijing. China. November 8. 1996. Invited Speaker(honorarium)—Lectured and Presented the ISO 14000 Seminar on the American Experience with Environmental Management System. U.S.-Asia Environmental Partnership. Korean Institute of Science and Technology. Korea. April 8-9.1996: Industrial Technology Research Institute. Taiwan. April 11-12. 1996: Hong Kong Productivity Council. Hong Kong. April 15-16. 1996: Qiopra Kualita. Shangri La. In- donesia. April 18-19. 1996. Invited Speaker (honorarium)—Lectured and Presented at the International Workshop on Recyclable Materials Design and Ecobalances.Application of Life-Cycle Assessment in Product Design.Xian.China.September 10-13. 1995. Lectured (honorarium) and Presented the Workshop on Life-Cycle Assessment. Environmental Protection Ad- ministration. Government of the Republic of China.May 23-25. 1994. u Lectured(honorarium)and Presented the Workshop on Groundwater Flow and Contaminant Transport.National Taiwan University.Taipei. Taiwan.July 31 through August 12. 1989. 1 rre*omxrsal Conalhg a rorhebgit in 1 O LARRY J. DANEK, Ph.D. Principal Scientist/President Project Assignment: Principal-in-Charge Project Director; Flow Monitoring and Data Collection, St. Johns River Water Management District (SJRWMD)—Designed and installed an auto- mated sampling system to monitor water flow and nutrient loading at Hatchett Creek and Little Hatchett Creek outfalls into Newnans Lake and unnamed tributaries to Lake Lochloosa. Used refrigerated ISCO® samplers for collec- tion of samples. The sites were equipped with a telemetry system to notify per- Education sonnel when a sampling event occurred. Ph.D., Physical Sciences— University of Michigan. 1976 Project Director; Environmental Services Support for Southwest Florida M.S.. Physical Sciences— Water Management District (SR'FWMD)—Responsible for assisting the University of Michigan. 1973 project manager and other technical staff to ensure the District is provided top B.S..Geological Oceanography— quality personnel to provide development and reviews of watershed manage- University of Michigan. 1972 ment plans. NPDES. and other permit reviews. QA/QC of data. and review of engineering designs for water resource projects. Project Manager; Environmental Sen•ices Support for SJRWMD- Affiliations Responsible for assisting project managers and other technical staff to assure Southern Environmental Business the District is provided top quality personnel for modeling. permit reviews. Council GIS data management. watershed management plans. and other positions re- Florida Lake Management Society quested under the contract. Works with Human Resources to recruit new per- Tau Beta Pi sonnel. as needed. Project Director; Flow Monitoring and Data Collection; SJRWMD— Designed and installed sampling station for monitoring of tributaries to Lake Areas of Specialization Harney using automated and refrigerated ISCO®samplers. Project Management. Water Resource Engineering. Physical Project Manager; Orange Lake Studies, SJRWMD—Supervised the com- ' Sciences. Hydrology. Mixing Zones. Limnology.Oceanography. pletion of a series of diagnostic studies to assess the role sediments play in the nutrient budget. primary productivity, and trophic state of the 16.400-acre Or- Water Quality. Impact Assessment ange Lake. Crucial information included water depth. depth and physical na- ture of the sediments, and areal coverage and species composition of the float- ing and emergent vegetation in Orange Lake. The data collected during these surveys were used to prepare a bathymetric map and cross sections of Orange Lake. sediment isopach maps. maps of vegetation type and cover. and tabula- tions of sediment characteristics. Project Director; Dog Branch-Edgefield Regional Stormwater Treatment System, SJRWMD—Participated in the management and design of a planting ' plan for a 56-acre stormwater treatment facility. The system was designed to utilize plants to remove phosphorus. nitrogen. and sediment from agricultural pollution sources and polish the stormwater prior to release into the St. Johns 1 River near Palatka. Principal-in-Charge; Science and Engineering Support Sen-ices, SFWMD—Responsible for assisting project manager and other technical staff to ensure the District is provided top quality personnel to work in the District office on water resource engineering, data collection, and QA/QC projects. Works with Human Resources to recruit personnel,as needed. Project Manager; East Gainesville Depot Park Brownfields Redevelop- mendStormwater Park Program, Gainesville Regional Utilities/City of Gainesville—Responsible for management and administration of a project to remediate coal tar and other hazardous contaminants from a brownfield site near downtown Gainesville and redevelop the site as a regional stormwater park. A regional stormwater treatment basin has been designed to provide MSC S0Environmental Considen4 S Technokgy,re P.\PAUL YAN&,CI Y OF SUNNY ISLES\APPENDICISIRESUSIES SUNYISIS.DOC-43012 LARRY J. DANEK, Ph.D. 1 O a Page 2 treatment for 89 acres of downtown Gainesville. A multiple best management practice approach was taken, including the use of pretreatment units and wet- land polishing along with the use of a wet detention basin containing various native plant species to remove contaminants including sediment and nutrients prior to discharge to Sweetwater Branch. Responsibilities also include coordi- nation between multiple agencies in the remediation clean-up, site develop- ment. and permitting phases of the project. The site is currently undergoing remediation. with the FDEP assisting in the funding. 1 Task Manager; SCA, Gulf Power's Smith Plant—Conducted baseline sur- veys and water quality impact assessments to support the SCA for a 574-MW natural gas-fired power plant in Panama City. Florida. The study required thermal plume and water quality mixing zone analysis and impact assessment. as well as expert witness testimony. Project Manager; Rodman Reservoir Restoration Environmental Assess- ment,SJRWMD—Conducted three separate projects to help assess the poten- tial environmental impacts of restoring the 6.000-acre Rodman Reservoir in Putnam and Marion Counties. Florida. to its original riverine conditions. These studies included: (I) bathymetric and sediment thickness survey to determine the reservoir volume and sediment volume within the reservoir: (2) water qual- ity and sediment quality surveys to determine the past. the present. and predict the future sediment and water quality conditions under various restoration sce- narios: and (3)forest restoration modeling using FORFLO to predict the re- vegetation of the reservoir under 256 different scenarios of restoration. plant- ing.and hydrologic conditions. Project \tanager; Bathymetry and Sediment Thickness Studies on Seven Lakes for SJRWNID—Precision navigation and depth sounding techniques were used to map the water depths and determine lake water volumes on seven lakes in the Upper Oklawaha River Basin. The results were computer plotted using ARC/INFO: hypsographic curves relating lake stage and water volume were produced. In addition. 2.190 sediment cores were taken during the study to map the distribution and determine the volume of organic sediment accumu- lation in the lakes. Project Manager; Bathymetric Survey of Lake Apopka, SJRWMD- Responsible for project management. agency coordination, and overall quality management of the Lake Apopka. Florida, bathymetric study. This study in- volved the collection of bathymetric data in the field,as well as water level da- ta collected by the USGS. These data were used to reference the lake bathy- metric data to mean sea level. Responsible for final review of the bathymetric map and report prepared for this study and for the coordination with the sub- contractor responsible for entering the data into a geographic information sys- tem(ARC/INFO). Project Manager; Baseline Surveys for a Proposed Power Plant, TECO Power Services Corporation—Conducted seasonal baseline surveys of water quality. river flow, fisheries, and benthic ecology to support permit applica- tions for a 442-MW gas-fired power plant in Hardee County,Florida. Project Manager; Environmental Consulting Services, Alachua County Environmental Protection Department—Responsible for providing envi- ronmental consulting services to the county. Past services have included Phase 1/II ESAs and contamination assessments associated with underground storage tanks. Enyfrormental Coag& bchndogy,Yle PAPAW.YAxGICrrYof SUNNY ISIF_1lAPPEsDICFSgESuMES SUNYISIS.DOC-0I3011 I LELAND A.I SMITH, P.E., D.WRE O }::- �_ _r- Senior Engineer Project Assignment: Civil Engineering IEngineer of Record/Project Manager; Tower Road Stormwater Manage- Education ment Facility (SWMF) Basin Study, Leon County Public Works— M.S..Civil Engineering—Florida Conducted an evaluation of the performance of an existing. unpermitted (pre- I State University. 2009 rule)SWMF receiving runoff from a 110-acre residential area with a history of flooding problems. Designed minor improvements to the drainage network as- B.S..Civil Engineering—Florida sociated with the SWMF and provided recommendations for actions necessary State University. 1991I for the County to obtain an SWMF operating permit. Peer Reviewer; Depot Park Stormwater Management Facility and Pump- ing Station, City of Gainesville—Provided engineering technical review of I Registrations Diplomate.Water Resources construction documents for constructability of a new, lined wet detention SWMF and associated stormwater pumping station to manage and treat Engineer. American Academy of stormwater runoff from an 89-acre urbanized drainage area, as part of a 32- I Water Resources Engineers. acre Brownfield restoration project in downtown Gainesville. Florida. The res- No. 00512 toration project includes site remediation and redevelopment as a stormwater Professional Engineer, Florida, park. with landscaping. multi-use trails, a museum, and other amenities. No. 50794 p g' I Professional Engineer.Georgia. No. 30543 Engineer of Record; Site Civil Design and Permitting Services for Bagley- to-Graceton 230-kV Transmission Line Rebuild, Baltimore Gas & Elec- Professional Engineer. Alabama. tric (BG&E)—Provided civil engineering design services for access roads. No. 30965-E ' tower construction and demolition working areas, and associated best man- Professional Engineer. Idaho. agement practices for stormwater management and sediment and erosion con- No.9319 trot for a I4-mile power transmission corridor in Harford County. Maryland. Professional Engineer.Maryland. iNo.40132 Project Engineer; Site Civil Design and Permitting Services for Graceton- Professional Engineer. Ohio. to-Conastone 230-kV Transmission Line Upgrade, BG&E—Provided civil No. 75594 engineering consultation services in pre-design phase of this project. which in- NCEES Model Law Engineer, volved design and permitting of access roads. line replacement working areas. IRecord No. 17191 and associated best management practices for stormwater management. and Georgia SWCC Certified Level II sediment and erosion control. for an 8.5-mile power transmission corridor in Design Professional. No. 937 Harford County.Maryland. IEngineer of Record/Project Manager; Avenue C North Drainage Im- Affiliations provements for the City of Carrabelle—Provided construction grant appli- t American Society of Civil cation,engineering design. permitting, bidding and construction phase services for retrofit of existing drainage infrastructure located in the City of Carrabelle Engineers to address localized flooding and sediment control issues. Improvements in- Florida Stormwater Association eluded: (I) replacement of an existing dry detention pond. previously permit- 1 Florida Water Environment Association ted to serve a 7-acre drainage area, with a larger wet detention pond to treat runoff from a 27.5-acre urbanized contributing area: (2)retrofit of an existing. Tau Beta Pi sediment-filled cross-drain with a sediment trap: and (3) stabilization of up- Istream scour-prone areas to reduce erosion and sedimentation. Areas of Specialization Engineer of Record/Project Manager; CR-30A Drainage Improvements Project Manager and Engineer of for the City of Carrabelle—Provided construction grant application. engi- I Record for General Civil and Water neering design. permitting. bidding and construction phase services for re- placement and hardening of a failing double 60-inch cross-drain. headwall and Resources Projects: Preparation of endwall system. stabilization of erosion prone areas, and creation of a Plans and Specifications: quiescent pool upstream from the cross-drains to provide for erosion control I Construction Phase Services: and sediment removal. Shipboard Engineering Systems: Technical Training Project i\lanager/Project Engineer; Preliminary Civil Engineering and I Planning Services for New Medical Facility, Wentworth Building Corpo- ration—Comprehensive planning-level site development services for the re- development of an historic plantation property to construct a new medical fa- & n Consulthg&roch^cdwR Inc. PAPAUL YA.NG'CtrY OF SUNNY ISiiSNAPPEsDICF_S1RF_SmIFS SUNYISLS.Ooc 43x12 LELAND A. SMITH, P.E., D.WRE O .••v- ., . .,. - - Page 2 cility in Thomas County. Georgia. Services included civil engineering evalua- tion of existing site civil infrastructure. ecological study. and master planning for redevelopment. including phased transportation. water. wastewater and stormwater infrastructure improvements. Engineer-of-Record/Project Manager; New Planned Unit Development and Phase I Final Development Plan Design, Monticello Plantations, LLC—Provided civil engineering planning. design and permitting services for water. sewer. roadways. grading. and stormwater infrastructure in the 115-acre first phase of a new 421-acre single-family detached housing residential planned unit development (PUD) in Monticello. Florida. including 133 resi- dential units. common area parks and walking/cycling trails. Stormwater man- agement facilities designed for this project include six wet detention ponds and one bioretention basin- ' Project Civil Engineer/Project Manager; Lagoon System Expansion Fea- sibility Study and Conceptual Design, St. Andrew Bay LLC—Led a multi- disciplinary project team in a study of engineering and permitting feasibility. including bathymetry. hydrographic analysis. development of an environmen- t tal monitoring plan. recommendations for holistic management practices ad- dressing the entire lagoon system to produce an overall system-wide im- provement in water quality. and preparation of a development concept in pre- permitting phase for a proposed expansion of an existing lagoon connected to the St Andrew Bay estuary system in Bay County. Florida. Included prelimi- nary engineering feasibility evaluation of small boat transport alternatives in- cluding lock.rail tram. and hydraulic lift systems. Project Manager; Lake Munson Restoration Project Construction Phase Services, Leon County Public Works Department—Managed engineering services throughout the construction phase of the Lake Munson restoration 1 project near Tallahassee. Florida.The project included restoring a filled histor- ical lakebed to create a 25-acre stormwater attenuation and treatment pond. excavating a 35-acre sediment delta from the bottom of Lake Munson. and re- storing 2 miles of eroded channel upstream from Lake Munson by establishing a more stable. vegetated/armored channel. The project also included construc- tion of a system of hydraulic control structures (dams. weirs and gates). resto- ration of a more natural hydroperiod in wetlands adjacent to the project area. and provisions for removal of sediment and trash. (Winner - 2003 National Recognition Award,American Council of Engineering Companies). Project Manager/Project Engineer; Reclaimed Water Distribution System Design, City of Tallahassee Water Utility—Preliminary engineering design of approximately 20.000 linear feet of mains and service lines for delivery of 1.2 MGD of reclaimed water from the City's Tram Road Reuse Facility to me- 1 tered public access irrigation systems. Project Manager; Regional Water Supply Planning, NWFWMD— Led a multidisciplinary project team in preparing methodologies and unit costs for use by District staff in their evaluation of water supply planning alternatives and preparation of planning level cost estimates for the District's Water Sup- ply Planning Region II. which consists of Okaloosa. Walton and Santa Rosa 1 Counties in the Florida panhandle. Alternatives evaluated included new groundwater source development. water conservation. reuse of reclaimed wa- ter. and water transport pipelines. 0 Ec; ark/amnia/Camfhg a TerIv'°t°ar',Art. P:\PAUL.YAN<'rry or SUNNY ISLES APPENDIcFSRrsUMF_s sUNYtsts.u0c-043012 I CHRIS R. FAGERSTROM, P.E. I O Senior Engineer I Project Assignment: Civil Engineering IProject Director; Water Quality Monitoring; City of Edgewater— Evaluating the load reduction effectiveness of stormwater BMPs as part of a FDEP 319h grant. This project is designed to meet pollutant reduction goals I as part of a surface water improvement plan for the Eastern Shores Neighbor- hood in Edgewater. Florida. The project requires a post construction monitor- ing plan to evaluate water quality before and after the implementation of I Education BMPs. Responsibilities include collection. operation. maintenance. data man- B.S.. Environmental Engineer- agement. load reduction calculations.quality assurance controls and reporting. ing—University of Florida. I 1999 Project Manager; B-21 Watershed Management Plan, County of Volusia, Florida—Conducted a study to develop capital improvement project to elimi- nate/reduce flooding and improve water quality for a portion of the Spruce Creek watershed in southeast Volusia County. The project utilized LiDar data I Registrations to develop a digital terrain model that was used to develop subbasin delinea- Professional Engineer. Florida, tion using ArcHydro tools. The project also included an extensive field effort No. 63045 to inventory structure and channel within in the study area. Project recommen- FDEP Qualified Stormwater dations include the modification of county-owned land to impound runoff. Management Inspector, thereby reducing downstream flooding. promoting groundwater recharge and No. 6338 wetland enhancement I Project Manager; GASB 34 Stormwater Infrastructure Inventory, New Smyrna Beach—Conducted a GIS inventory of the City of New Smyrna Affiliations Beach's stormwater infrastructure. Evaluated the system life, current value. a Past President of the Florida Engi- and software available that may aid the City in maintenance. neering Society. Daytona Beach Chapter Project Manager; Lake Gibson Southwest Drainage Basin Retrofit Pro- ject, City of Lakeland—The Lake Gibson Southwest Basin is a heavily ur- 1 banized basin that drains into the 303d listed Lake Gibson. This basin contrib- utes a large volume of sediment and other pollutants into the Lake. Conse- Areas of Specialization quently a delta has formed at the basin's outfall. ECT conducted a watershed Project Management. Qualitymanagement plan in conjunction with SWFWMD to evaluate alternatives for Control and Oversight.Watershed addressing the situation. The selected alternative consisted of cascading flow Management Plans. Hydrologic through wetland treatment systems that would reduce the erosive velocities and Hydraulic Modeling. Design and provide additional nutrient removal prior to discharging to the Lake. ECT 1 of Stormwater Management Systems. Stormwater Master designed two flow-through marsh systems. a settling basin, and wetland resto- ration area as the final BMPs to be implemented. Project tasks included water- Planning.NPDES Permitting. shed evaluation and modeling (ICPR) preliminary design. construction draw- Mixing Zone Analysis. Water ing preparation. environmental resource permitting and construction phase IQuality Monitoring services. Project Manager; Cardinal Lane Watershed, SWFWMD—Currently pre- 1 paring a watershed management plan for a 50 square mile drainage basin in UCitrus County in accordance with the SWFWMD's guidelines and specifica- tions. The project includes developing a GIS database for the basin that in- cludes development of topographic information. digital terrain, inventoried 1 structures. update land use. soils. ICPR and groundwater modeling. 100 and 500-year floodplain mapping. and utilization of ArcHydro tools and the basin junction-reach network. The watershed management plan includes preparing a Q watershed evaluation plan. floodplain analysis. surface water assessment. and a BMP alternative analysis. QA/QC Engineer; Ocean Beach Boulevard Bioretention/Exfiltration, City I of Cocoa Beach—Provided review and oversight for the design and permit- ting for 1.5 miles of roadway and drainage improvements to the Ocean Beach Boulevard in Cocoa Beach. Florida. The project expanded existing medians pasci Emto110"°t Considti9 8 TBu1Ologr,lie etPAUL v,Lvacm or SUNNY rsu S\APPEurnCESRESustrs su.rms.as-04301 CHRIS R. FAGERSTROM, P.E. 0 O Page 2 and regraded the existing roadway to provide stormwater treatment where none existed previously. Project Manager; Chassahowitzka River Basin Watershed Management Plan, SWFWMD—Conducting watershed modeling. LIDAR mapping and development of digital elevation model, watershed delineation, watershed in- ventory. digital flood insurance rate maps. GIS/ArcHydro, BMS. and GWIS database as part of the plan. Project Manager; Cambridge Basin Stormwater Quality, Quentin L. Hampton & Associates, Inc.—Conducted stormwater quality monitoring. QAPP preparation. and final monitoring report as part of a total maximum dai- ly load grant. Nine sample events were collected at the inflow and outflow of the system to access the system's pollutant removal efficiency. Pollutant loads were developed based on the flow data collected and a final monitoring report ' was prepared. Project \tanager; Tributary "E" Stormwater Park, Volusia County— Conducted design and construction administration service for a 15-acre stormwater park in southeast Volusia County. Florida. The offline treatment system will serve a 1.100-acre watershed. The site design includes grading and drainage plans. precast restroom building, asphalt parking, irrigation and pond aeration. 3.300+ feet of walking trail. Other tasks completed for this project include watershed modeling using S\VMM. wetland restoration. and storm- water pollution prevention plan preparation. Project Manager; Draa Field Stormwater Park, City of Titusville—The goal of this project was to design a stormwater management system that would help meet the pollutant reduction goals of Indian River total maximum daily load and alleviate flooding within the basin. These goals will be accomplished by creating a regional stormwater treatment system at Draa field. Draa field was the historic location of the City's high school football field. The regional treatment system shall consist of a 4-acre settling basin, followed by a wetland ' marsh. then outfalling to an existing ditch that will be improved by removing exotic vegetation. replanting with native wetland vegetation. providing a natu- ral meander. and creating wetland pools for additional habitat. Project high- lights include: conducting a small scale basin study. ICPR model development, rails-to-trails coordination. environmental resource permitting. and park amen- ities. Project Engineer; Depot Park Brownfield Restoration, City of Gaines- ville—Instrumental in the redevelopment of a 35-acre site located south of the city's downtown and within its designated Enterprise Zone. where significant soil and groundwater contamination had been identified as a result of a former manufactured gas plant operation and historic railway activity. Assisted in the preparation of a QAPP, and participated in community outreach meetings and public presentations to educate the surrounding community on this brownfield redevelopment project. Project tasks included site assessment, human health and ecological risk assessment, feasibility study. remedial action planning. permitting, reuse planning and design and construction oversight of a unique stormwater park capable of treating storm water runoff from the downtown ar- e ea. This project is widely thought to be one of the State's most successful brownfield projects. seamQ En actmentm Cmmufag a bd.Nogr,ac PAPAW,YAXG\CIT OF SUNNY ISLES\APPENDICESW SUMES SUNYtsts.DOC-043012 STEVEN G. DANSKINE, P.E. I O Cr IP Staff Engineer II Project Assignment: Civil Engineering I Project Manager; Central Beach Flood Mitigation Phase II, City of New Smyrna Beach—Responsible for design of roadway. water. and sewer utili- ties replacement and stormwater collection system for a 6 square-block-area in the Central Beach area of New Smyrna Beach. Florida. This 52.2 million pro- I ject consists of shell road reconstruction. inlets, piping. and stormwater vaults, and exfiltration with pretreatment prior to pumping. Other project tasks in- clude plan and specifications generation. bidding assistance. and construction 1 Education phase services. B.S.. Environmental Engineer- ing—University of Florida. Project Engineer; Lake Gibson Southwest Drainage Basin Watershed I 1997 Management Plan, City of Lakeland—Assisted in preparing a watershed management plan for the Southwest Basin of Lake Gibson in accordance with the SWFWMD's guidelines and specifications. The project included develop- ing a GIS database for the basin that includes inventoried structures, updated 1 Registrations land use. soils. digital terrain model. 100 and 500-year floodplain mappine. Professional Engineer(Civil), and the basin junction-reach network. Provided construction administration Florida.No. 62496 services, processing pay requests. conducting progress meetings. and change OSHA 40-hour HAZWOPER orders. I training and 8-hour annual refresher Project Engineer; Dairy Queen Site Redevelopment, Private Developer— Responsible for design and permitting for stormwater and utility aspects for I the redevelopment of a commercial site on US-I in New Smyrna Beach. Flori- da. This project required that the stormwater treatment system meet the re- Affiliations quirements of the FDOT. SIRWMD. and the City of New Smyrna Beach. Florida Engineering Society I Daytona Chapter Officer Project Engineer; B-23 Canal, Quentin L. Hampton & Associates, Inc./City of Port Orange—Phase I stormwater monitoring, analysis of water samples. and analysis for effectiveness of stormwater improvements in the I City of Port Orange. Florida. Areas of Specialization Site Engineering Design (grading. Project Manager: Salvador Stormwater Pump Station, Volusia County— drainage. paving). Stormwater Responsible for the design and permitting of a stormwater pump station to pro- Management System Design, tect existing homes from flooding. By utilizing a permanent diesel pump for Flood Mitigation.Water and primary use. and providing for the addition of a mobile trailer mounted pump Sanitary Sewer System Design for large storm events. the design is able to accommodate complete installation Permitting, and Construction by County personnel. and avoid the necessity for back-up power. Administration Project Manager: Oleander Power Plant Stormwater, Gulf Power— Responsible for the evaluation of the existing stormwater treatment system in I Brevard County. Florida. providing construction documents and permitting to restore the existing wet pond to its original condition. I Project Engineer: Medulla Generating Station Stormwater Evaluation, SECI—Responsible for the evaluation of the existing stormwater treatment system and updating the plant layout for the addition of new facilities and buildings utilizing aerial photography and GIS capabilities to perform the evaluation in the most economical means possible. Project Manager: Seminole Electric Stormwater Evaluation, SECI— Responsible for the evaluation of the existing stormwater treatment system and updating the plant layout utilizing GPS methods. Since FDEP approval of the stormwater treatment system. various site improvements had caused concern that the approved system was no longer in compliance. Existing site drawings I were updated with GPS. and new maps were prepared while validating the system. IEcIIIIS, &,,flrnen�Ca mItig a batnology,Inc. PWAUI.YANGCITY OF SUNNY ISI.I:SS,WPFNDICFSRFSUSffS SUNYISISIXIC-043012 STEVEN G. DANSKINE, P.E. O • Page 2 • Project Manager; Second Street South Baffle Box, City of Cocoa Beach— Responsible for the stormwater quality monitoring for the Second Street South Baffle Box which is a Suntree Design second generation baffle box for nutri- ent removal prior to discharge to the Banana River Lagoon. The study moni- tored nutrients with respect to grain size. and is utilized by the 319(h) grant program by the EPA and FDEP for evaluation of this type of treatment device. Project Engineer; Fire Station 52 (Beachside), Schweizer & Waldorf Ar- chitects and Associates—Prepared site plan and stormwater management plans for the proposed Beachside Fire Station No. 52 in New Smyrna Beach. Project tasks included site plan layout. construction drawings. stormwater management report. ICPR and Ponds modeling FDOT permitting. and envi- ronmental resource permitting. Project Manager; Fairmont, Westwood, North Flood Mitigation, City of New Smyrna Beach—Responsible for the design and permitting for flood mitigation of a I-square-block area in New Smyrna Beach. Florida The project requires evaluation of flooding. modeling. public presentation of options. and design and permitting of upgrades to the drainage system in this area. Project Manager; Ocean Beach Boulevard Bio-Retention Project, City of Cocoa Beach—Responsible for the design and permitting for the stormwater treatment for a I.5-mile stretch of Ocean Beach Boulevard. The project recon- structs the entire corridor, reducing paved surface: replaces raised medians with bioswales to provide for stormwater runoff treatment where none previ- ously existed: and utilizes existing infrastructure to the maximum extent prac- ticable. Requires coordination with landscape designer. roadway designer. City and Utility departments. and SJRWMD. Project Manager; Potable Water Wells Replacement, SECI—Responsible ' for the design and permitting for the replacement of three community potable water wells at the facility in Palatka. Florida. Includes substantial testing and monitoring services to comply with Department of Health and FDEP require- ments. Project Manager; Central Beach Phase II Utilities Replacement, UCNSB—Responsible for design and permitting for the replacement of water and sanitary sewer facilities in a 6-square-block-area in the Central Beach area of New Smyrna Beach. Florida. This project. in coordination with a storm- water/paving project, required replacement and upgrade of approximately 3.600 feet of water and sanitary sewer mains. and service connections. Project Manager; North Causeway Force Main, UCNSB—Responsible for design and permitting for the replacement of approximately 3.500 linear feet of an undersized force main. The design included a 1.600 foot. 20-inch hori- zontal directional drill across the intracoastal waterway in Volusia County. Florida. which necessitated very tight specifications and extensive contractor Opre-qualification requirements. Project Manager; Lake Helen Trails Project, City of Lake Helen— Responsible for the design. plans.and specifications of this Local Agency Par- ticipation-funded project for equestrian and pedestrian trails in Lake Helen. Florida. Other project tasks included researching appropriate surface treatment for the equestrian trail to minimize maintenance. while maintaining an attrac- t' tive and useable path. arc mm Corm/ft 6bctrology,hC PAPAUL YANG CRY OF SUNNY ISIF.SIAPPENDICFSIRESUMES SUNYISLS.00C-0410I2 Q O YUAN LI, P.E. I Staff Engineer I Project Assignment: Storm water I Project Leader; Pemberton Creek/Baker Canal Watershed Management Plan, Hillsborough County—Responsible for hydrologic/hydraulic modeling using Hillsborough County's SWMM. model calibration and verification. Level of Service (LOS) evaluation. alternatives analysis and final recommen- I dations. Coordinated project team, provided QA/QC on ERP/capital improve- ment project (CIP)documents and roadway plans incorporation, model param- eterization and setup. 100-year floodplain delineation, GIS/database. and final I Education report. Project involved watershed management plan for a 65-square-mile wa- tershed in northeast Hillsborough County. Florida. This project was conducted University of Central Florida. in accordance with the SWFWMD guidelines and specifications(G&S). I2003 LLB.Law—Tsinghua University. Project Leader; Delaney Creek/Archie Canal Watershed Management Beijing. 2001 Plan, Hillsborough County—Responsible for hydrologic/hydraulic modeling BS. Hydraulic Engineering— using Hillsborough County SWMM. model calibration and verification. LOS 1 Tsinghua University. Beijing. evaluation, alternatives analysis and final recommendations. Coordinated pro- 2000 ject team. provided QA/QC on ERP/CIP documents and roadway plans incor- poration. model parameterization and setup. 100-year floodplain delineation. GIS/database. and final report. Project involved watershed management plan I for a 34-square-mile watershed in east central Hillsborough County. Florida. Registrations This project was conducted in accordance with the SWFWMD's G&S. Professional Engineer. Florida. I No. 66595 Project Leader; Lakes Raleigh, Rogers, and Starvation Watershed Man- agement Program, SWFWNID—Responsible for integrated surface water and groundwater model development using MIKE SHE/MIKE I I. model' cali- bration/verification. GIS/database. and final report. Project involved the de- Areas of Specialization Hydrology/Hydraulics:Ground- velopment of a watershed management program for a 40-square-mile water- shed within northwest Hillsborough County. Florida to assist the District's water: Integrated Surface Water. lake MFL study. The project involved calibration or semi-calibration on 30 I Groundwater, and Water Quality seepage and drainage lakes within the watershed for a 7-}'ear period. Tasks in- Modeling:Watershed Manage- eluded integrated surface water and groundwater computer model develop- ment Plans: Stormwater Master ment and calibration. GIS/database development, report. and technical presen- Plans: Ecological Restoration: tations. II Bridge Hydraulics and Scour As- sessment: GIS Applications Project Leader; East Lake Area Watershed Management Plan, Hills- borough County—Responsible for hydrologic/hydraulic modeling using I Hillsborough County SWMM. model calibration and verification. LOS evalua- tion. alternatives analysis and final recommendations. Coordinated project team. provided QA/QC on ERP/CIP documents and roadway plans incorpora- tion. model parameterization. 100-year floodplain delineation. GIS/database. 1 and final report. Project involved watershed management plan for a 5.078-acre watershed in central Hillsborough County. Florida.This project was conducted in accordance with the SWFWMD's G&S. QProject Engineer; Curiosity Creek Watershed Management Plans, Hills- borough County—Responsible for hydrologic/hydraulic modeling using Hillsborough County SWMM. model calibration and verification.LOS evalua- I tion. alternatives analysis, and final recommendations. Performed ERP/CIP documents and roadway plans review and incorporation, model parameteriza- tion. 100-year floodplain delineation, and GIS/database development. Project I involved watershed management plan for a 2.270-acre watershed in north Hillsborough County. Florida. This project was conducted in accordance with the SWFWMD's G&S. O Project Engineer; Duck Pond Area Watershed Management Plans, Hills- borough County—Responsible for hydrologic/hydraulic modeling using Hillsborough County SWMM. model calibration and verification.LOS evalua- IAC E""°r""rm Candling a brhnbg,•he rwwr r ust,cm OF SUNNY mrsAraeNDIMS REsuatrs SUNYIS s.noc-02wi2 YUAN LI, P.E. O • Page 2 tion. alternatives analysis. and final recommendations. Performed ERP/CIP documents and roadway plans review and incorporation. model parameteriza- tion. 100-year floodplain delineation. and GIS/database development. Project involved watershed management plan for a 4,935-acre watershed in north Hillsborough County. Florida. This project was conducted in accordance with the SWFWMD's G&S. Project Engineer; Stormwater Management Master Plan, Putnam Coun- ty, FL—Responsible for developing a county-wide stormwater management master plan that include the development of information and reports: a data- base and information management system to be integrated with the County's GIS and other systems: identification of system components. location, and condition: identification of maintenance, repair. and upgrade requirements to allow the systems to function as needed: and identification of requirements and procedures to mitigate future damages through stormwater management. floodplain management. and water quality. Consultant; City of Bonita Springs Stormwater Management Master Plan, SFWMD—Performed stormwater modeling using ICPR for existing and proposed conditions, performed alternatives analysis to alleviate local flooding, selection of best alternatives with cost. schedule and funding options. Tasks included drainage inventory. ERP permits review and incorporation, flood complaints review. subbasin delineation. GIS database development. ex- isting condition modeling and calibration/verification, design storms model- ing. historical flooding areas identification, development and selection of al- ternatives to alleviate flooding, selection of alternative plans for each flooding areas.conceptual design with project costs. funding sources identification. Consultant; Hydrologic Restoration of the Dinner Island Ranch, Florida Fish and Wildlife Conservation Commission (FWC)—Performed storm- water modeling using EPA SWMM 5.0 for existing and proposed conditions. Dinner Island Ranch Wildlife Management Area (WMA) is about 4.500 acres in the C-139 Basin. and currently used for 2.500-acre cattle ranching and 2.000-acre sugar cane field in Hendry County. Florida. The objective was to develop a hydrologic restoration plan including the plugging or filling of manmade ditches and to reestablish historic sheet flow within the project area. EPA SWMM 5.0 was developed to simulate the historic conditions. pre- and B post-development conditions. Services provided in this project included three- phase restoration plan for the WMA. permitting from SFWMD. and NPDES permits from FDEP. QProject Engineer; St. Johns County Drainage Master Plan, St. Johns County, FL—Performed stormwater modeling. This project included the de- velopment of a countywide drainage study and a GIS/database inventory of its I stormwater drainage systems to provide a working document for the County that incorporates existing physical. hydrologic, and hydraulic data, as well as information from previous studies. Emphasis upon evaluation of previous studies recommendations and update of estimated costs was included to priori- tize future projects to be implemented. The study was organized on a water- shed basis and included detailed examination of all areas with known flooding problems and provided maintenance recommendations, capital improvement project recommendations, and additional study format requirements related to GIS interface with other County agencies. This approach was developed to al- low the County to use the document in an on-going fashion that could be re- vised and updated as future work was initiated and completed. pCV Envionmeraal F Core&Tochnokgy,Inc. PIPAUL YANG\CITY Or SUNNY ISIEMPPENDICEMECUMFS SUNYISIS.nOC-143012 ANIRUDDHA GUHA, CFM I O . Senior Associate Engineer II Project Assignment: Storm water I Project Engineer; Cardinal Lane Watershed Management Plan, SWFWMD—Responsible for database management, data collection. ERP analysis. DTM preparation. infrastructure location and engineering data. GIS modeling, hydraulics and hydrology(H&H) modeling, floodplain delineations, and other aspects of preparing a watershed management plan. Project Engineer; Draa Field Stormwater Park, City of Titusville— ' Education M.S.. Geology/Hydrology— Responsible for data collection.ERP analysis. DTM preparation. infrastructure location and engineering data, GIS modeling. H&H modeling using ICPR. University of South Carolina. flood and water quality mitigation planning. conceptual design of mitigation 2002 strategies. and report preparation for a stormwater improvement project for the IM.S.,Applied Geology—Indian City of Titusville. Florida. Institute of Technology. Bombay. 1998 Project Engineer; Watervliet Dam Removal Project, Berrien County— ' B.S..Geology. University of Calcutta. India. 1996 Responsible for review of a HEC-RAS model for a dam removal project on the PawPaw River in Berrien County. Michigan. Project Engineer; B-21 Watershed Management Plan, Volusia County— Responsible for database management. data collection. ERP analysis. DTM Registrations preparation. infrastructure location and engineering data, GIS modeling. H&H Certified Floodplain Manager. modeling using ICPR. floodplain delineations, flood mitigation planning. con- INo. US-12-06326 ceptual design of mitigation strategies.and report preparation. Project Engineer; Depot Avenue Stormwater Park, City of Gainesville— Responsible for development of a SWMM model for an urban watershed in 1 Areas of Specialization downtown Gainesville. Florida. Hydrological and Hydraulic Modeling. Fluid Dynamics. Land Project Manager; Isleboro Area Drainage Study, New Smyrna Beach- I Surface Hydrology.Open Channel Responsible for database management, data collection. ERP analysis. DTM Hydraulics.Groundwater preparation. infrastructure location and engineering data. GIS modeling. H&H Hydrology.Wetland Hydrology modeling using ICPR. floodplain delineations. flood mitigation planning. con- and Chemistry. Fundamentals of ceptual design of mitigation strategies. and report preparation. 1 GIS and GIS-Based Modeling. Digital Techniques in Remote Project Engineer; Watershed Management Plan Review, SWFWMD— Sensing. Statistical Methods in Responsible for review of watershed management plans. providing supporting Hydrology. Numerical Analysis. Computer Applications in Civil materials for public meetings. and GIS data support. Engineering Project Engineer; Dewatering Study, Confidential Client—Responsible for groundwater mound analysis for a dewatering project for large tourist attrac- ttion in central Florida. Project Engineer; Mill Creek Streambank Improvement, Huron River I Watershed Council—Responsible for development of a HEC-RAS model and GIS support for a stream restoration project in Washtenaw County. Michi- gan. Research Assistant, University of Florida—Responsible for: • Hydrological modeling of wetland, shallow water and reservoir sys- tems. and model evaluation for estimation of evapotranspiration and water and energy balances. • Hydrological and environmental modeling using a GIS-based tool II (SWAT 2000) for estimation of fertilizer runoffs. I £cConsatig 7 &behrology,114 PWAUI.YAXG1CnY OF SUNNY ISLESIAPPENDICESRFSUMES SUNYISIS.DUC-043012 ANIRUDDHA GUHA O . Page 2 • Validation of model-simulated soil moisture with satellite and air- borne remote sensing sensors derived soil moisture over the Suwan- nee River Basin in Georgia. • Design of a GIS-based framework for coupling remote sensing-based land surface hydrological parameters with meteorological forcings for 1calibration of a large scale hydrological model. • Developed input parameters for a GIS-based water allocation system for irrigation purposes. • Operation. setup. and maintenance of meteorological and hydrological instrumentation for development of crop coefficients at SJRWMD. • Trained undergraduate students on hydrological and hydraulic model- ing using ArcGIS 9x. Prepared documentation and reference manuals enumerating these methodologies. • Teaching assistant for courses in hydrology, open channel hydraulics. and stormwater management. ' • Volunteered in field campaigns in Georgia and Iowa for USDA/NASA JPL for calibration of airborne and satellite microwave sensors. Research Assistant,University of South Carolina—Responsible for: • Algorithm development for remote sensing-based land surface hydro- logical parameters. • Developed a GIS-based framework for integration of data from dif- ferent sensors. • Developed several custom routines to import handheld global posi- tioning system-based latitude-longitude measurements to ESRI shape- files and to rapidly produce maps of study area. • Maintained GIS and meteorological and remote sensing data in the hydroclimatology and remote sensing laboratory. Software Programmer; Tate Infotech Limited—Responsible for ORACLE- based database design and maintenance for inventory control systems for a va- riety of commercial applications. F F II II Q II O CV F &MrmnilW Carmf ,g 6 Tectnology.he PSPAUL YA.Y4lenY UP SUNNY ISUiS\APENDIcESIRESUMES sUNYrMS.D0C-033012 BARRY D. WESTMARK, P.E. O • Principal Engineer Project Assignment: Remediation/Air Quality/Energy Project Manager; Generator Air Construction Application. Cordis Corpo- ration—Preparation of air permit application included applicability analysis of NSPS for Compression Ignition Internal Combustion Engines (40 CFR 85). Af- fected sources were four new dual fuel generators. two existing diesel genera- tors.and one existing natural gas generator at facility in Miami Lakes.Florida. Project Manager; Emissions Inventory, Cordis Corporation—Conducted fa- 1Education cility-wide emissions inventory for a medical device (coronary stent) manufac- turer in Miami Lakes. Florida. B.S..Chemical Engineering— University of Florida. 1986 Project Manager/Engineer of Record; Title V Air Permit Application, An- B.S.,Chemistry—University of gler Boat Corporation—Conducted emissions inventory using then-applicable Florida, 1983 emissions factors of a facility which manufactures approximately 600 recrea- tional boats per year in Miami-Dade County. Florida. Facility was major source 1 for volatile organic compounds (VOCs). styrene. and total hazardous air pollu- tants (HAPS). Facility was permitted as a single emission unit to simplify Registrations recordkeeping process. 1 Professional Engineer. Florida. No.48233 Project Manager/Engineer of Record; Synthetic Minor Air Permit Applica- tion, Magnum Marine Corporation—Conducted emissions inventory of a high performance luxury yacht manufacturer in Miami-Dade County. Florida. 1 Areas of Specialization and prepared a permit application requesting limit on total HAP emissions in or- der to escape Title V. Hull construction consisted of open molding using hand Environmental Site Assessment (roller)layup and chop application. and Remediation. Environmental Chemistry.Air Resources Project Manager/Engineer of Record; Synthetic Minor Air Permit Applica- tion,Sun-Sentinel—Prepared emissions spreadsheets for a lithographic printing plant in Deerfield Beach. Florida. Facility was potential major source for VOCs. but opted to synthetically limit emissions to escape Title V. Project Manager; Air Permit Application,Jet Aviation Sales—Prepared ap- plication to construct/operate an air pollutant source in Miami-Dade County. Source was a natural gas-fired atmospheric evaporator at an avionics repair facil- ity. Project Manager; Process Safety Management (PSM) Program,Dole Fresh Flowers—Initiated PSM at an anhydrous ammonia refrigeration facility in Mi- ami. Florida. Significant elements of the project included integrated fire/anhydrous ammonia release emergency response and action plan. prepara- tion of EPCRA notifications,and coordination with Miami-Dade Fire-Rescue. Project Manager; PSM Program Development, Smart & Final—Initiated PSM program at an anhydrous ammonia freezer facility in Miami. Florida. Ele- ments of PSM program development included training for construction contrac- tors during facility construction/completion. process hazard analysis. employee training, construction of an employee participation plan. and an inspec- tion/maintenance program. Field Manager, US Sugar Corporation Acquisition, SFWMD—Conducted field operations for sampling 188.000 acres of sugar cane and citrus cultivated property in addition to point sources at industrial assets. Managed report prep- aration of technical staff. including report writing. CAD/GIS effort, and data- base/analytical table generation. OProject Manager, Picayune Strand Restoration Project (PSRP) Shooting Area Cleanup. SFVMD—Conducted lead removal from 12 spoil piles used Consuftr9&Tedrologs IfG P.IPAULYASGICITY OF SUNNY ISII'S.VPE.YDICESIRFSUMFS sUxtlsLs ooc--043012 111 BARRY D. WESTMARK, P.E. O < Page 2 for illegal target practice in the PSRP. Lead removal was required prior to con- struction of a pump station by the USACE. Project coordination involved preparation of project plans and a final report for review and concurrence by the FDEP and U.S. Fish & Wildlife Service. ' Project Manager, Construction Management Support. C-44 Project Area, SFWMD—Served as SFWMD Construction Management Department daily onsite observer of construction activities on a Comprehensive Everglades Res- toration Plan (CERP) project roadway construction prior to USACE construc- tion. Responsibilities included ordering daily contractor oversight. QC ge- otechnical/construction material testing and surveys to verify contractor com- pliance with plans and specifications. Reporting included entry into Primavera. ' Project Manager, Deerfence Canal Sediment Screening Level Risk As- sessment, SFWMD—Collected split spoon samples at 1/2-mile increments in ' sediments along a 12-mile length of surface water management canal in Hen- dry County. Results of the sampling event were used to assess risk to ecologi- cal receptors. namely threatened and endangered species. of dredged sediment. The risk assessment concluded all but ''lA mile of sediment from the canal was ' suitable for dewatering/stockpiling adjacent to the canal. Project Manager, Hillsboro Canal Sediment Screening Level Risk As- sessment, SFWMD—Collected split spoon samples at 1/2-mile increments in 1 sediments along a 7-mile length of surface water irrigation/drainage canal in rural/urban Broward and Palm Beach County. The risk assessment was re- quested by the SFWMD Engineering Department to assist in cost estimation ' associated with canal bank stabilization and maintenance dredging. The risk assessment concluded that sediments from all but 1/2 mile of the Hillsboro Ca- nal could be used in project construction features without restriction. Scope in- cluded advising the Engineering Department on handling (if removed) of Y: mile of sediments which exceeded commercial cleanup standards for poly- nuclear aromatic hydrocarbons. The subject sediments were left in situ based on ECT recommendation. eProject Manager, Pump Station Remediation Prior to USACE Construc- tion, C-44 Project Area, SFWMD—Conducted expedited remediation and site assessment reporting on petroleum contamination discovered shortly be- fore the project lands were to be turned over to the USACE. Delay in the land transition represented significant damage costs to the SFWMD. Soil source removal was completed and site rehabilitation completion orders obtained at two separate pump stations within 3 weeks. Assistant Project Manager; SFWMD—Assisted the project manager on nu- merous projects for SFWMD. including Phase I/Phase II ESAs. soil remedia- 1 tion projects.and ecological risk assessments. Engineer of Record; Multiple Pump Stations, Title V Permit Application. l SFWMD—Prepared emissions inventory based on published or site-specific emission factor data for between three and six diesel engines (depending upon pump station) at pump stations S-5A. S-6. S-7. S-8/G-404. S-9/9A. G-370. and G-372 in Broward and Palm Beach County. Florida. l l e Ec7 Consultngb belmology,Inc PAUL YANGWCITY OE SUNNY ISLFSAPPENDICESIRESUMES SUNYISLS.DOC-043012 I JOHN D. BONDS, Ph.D. I Principal Scientist Project Assignment: Quality Assurance/Planning I Quality Assurance(QA)Officer; Evaluation of Water Quality Around the Town of Suwannee, Florida Department of Health—Responsible for prepa- ration of QA plan to meet Florida Department of Health/FDEP criteria. Re- sponsible for periodic audits throughout the life of the project. I QA Officer; QA Plans and Audits, Various Clients—Responsible for pre- paring QA plans and performing data audits for numerous projects. Also as- Education sisted in identification and implementation of corrective actions, as needed. Ph.D., Analytical Chemistry— University of Alabama. 1969 QA Officer—Former QA officer for a company of more than 1.200 employees I B.S..Chemise}'—University of with analytical laboratories in Florida. Colorado. and Missouri. Responsible for Alabama. 1963 preparing QA plans. training.auditing. and managing a QA staff of 10. Prepared and maintained CompQAP in compliance with state of Florida requirements. 1 Registrations Project QA; Ford Motor Company—Responsible for updating ECT's QA Certified Department of Defense plan to meet the ISO 14000 requirements for consultants and supplier to the Ford Facility Security Officer Motor Company. I U.S. EPA Air Pollution Training Institute: Quality Assurance for Project Scientist; Gainesville Depot Park Brownfield Site Water Supply Air Pollution Measurement Sys- Well Survey, Gainesville Regional Utilities—Responsible for reviewing his- tems--workshop graduate (1977) torical records and aerial photographs: and contacting state. water management I OSHA 40-Hour Hazardous Waste Site Worker Training. 1985 districts. city, and county agencies to determine the past and present existence and location of water supply wells in the vicinity of the stormwater park. As- Certified Instructor--Crosby Quali- sisted in the preparation of a report describing all the past and current well lo- t}'Improvement Process cations. and assessing their potential for serving as conduits for the contamina- Ition of the Floridan aquifer. Affiliations Project Director/Manager; Safety Plans and Industrial Hygiene Studies, I Society of American Military En- Various Clients—Evaluated sites and prepared safety plans for numerous En- gineers hazardous waste evaluation and remediation projects. Also provided industrial National Defense Industrial Asso- hygiene monitoring of workers during site remediation. I ciation American Chemical Society Project Manager; Remedial Investigations/Feasibility Studies (RUFSs), American Industrial Hygiene As- U.S. Army Installations—Responsible for managing site investigations in- sociation eluding limited sampling and analysis activities and RUFSs at several U.S. I Army installations. including Aberdeen Proving Ground. Maryland; Volunteer Army Ammunition Plant. Tennessee: Gerstle River Test Site. Alaska: Ala- Areas of Specialization bama Army Ammunition Plant. Alabama: and Woodbridge Research Facility. Project Management. Woodbridge. Virginia. Work was performed for U.S. Army Environmental RCRA/CERCLA Investigations. Center(USAEC). formerly USATHAMA.and Huntsville District USACE. Alternatives,and Remediation. Environmental Site Assessments. Project Manager; Hazardous Waste Contamination Survey for the U.S. I Environmental Compliance Au- Army Armament R&D Command, Alabama Army Ammunition Plant— dits. Environmental/Due Diligence Conducted a comprehensive, multi-media environmental survey and assess- Assessments.Quality Assurance. ment to determine the type and degree of any industrial chemical or explosives Industrial Hygiene. Safety. Water contamination from previous plant operation. Responsible for equipment cali- O Quality. Proposal Writing.Envi- ronmental bration and set-up of large multimedia field sample collection effort in the are- as of water, sediment. soils. sewers, and biological and building sampling. Re- trieved and reviewed file blueprints to select sampling locations most likely to Q be contaminated by munitions-type materials. Conducted walkover study to determine extent of asbestos contamination from plant demolition. A compre- hensive project quality assurance plan was implemented, using techniques out- lined in the USAEC QA Program. 0 LCErwkormontal T cormstig&ixinology.he PIPAUL YANG\CrrY OF SUNNY 151 F_S\APPENDICESlRr_SUMES SUNYISIS.DOC-0f3012 JOHN D. BONDS, Ph.D. Oa Page 2 Project Manager; Significant Deviation to the Existing Santa Fe HealthCare Development of Regional Impact (DRI), Genesis Group/AVMED, Inc.—Responsible for ecology. water quality evaluations. wetlands. geology/hydrogeology. solid/medical waste. air. archaeology, ener- gy. hazardous waste. and petroleum issues associated with the DRI. 1 Project Manager; Environmental Services, City of Newberry—Providing environmental consulting services to the City of Newberry. Florida. on an as- needed basis. Tasks have included review of a DRI significant deviation for the expansion of Florida Rock cement plant. participation in public hearing and preparing recommendations for long-term environmental monitoring to assess impacts to the environment. review of a permit request for construction of a temporary batch asphalt and concrete plant. coordinating an air toxics monitoring program with FDEP. and providing annual water quality monitor- ing at the Florida Rock plant site. Project\tanager DRI, North Central Florida Regional Planning Council (NCFRPC)—Responsible for review of ecology. geology. hydrology, waste water. stormwater. solid waste. and other sections of the Alachua West DRI submittal. Attended meetings and presentations representing NCFRPC during the various phases of the review process. Became very familiar with the geol- ogy. hydrogeology. and potential for aquifer contamination by hazardous ® wastes from various potential industrial clients of the development. f Project Manager; Preparation of Annual DRI Updates (1997.2010), AVMED, Inc.—Responsible for reviewing water quality data, updating new construction. and other changes to AVMED Santa Fe Health Campus Park. Submitted the annual DRI update to the State of Florida and NCFRPC for re- view and approval. Project Director/Manager; Safety Plans and Industrial Hygiene Studies, Various Clients—Evaluated sites and prepared safety plans for numerous hazardous waste evaluation and remediation projects. Also provided industrial hygiene monitoring of workers during site remediation. Project Manager; Environmental Task Order Contract, U.S. Postal Ser- vice—Responsible for managing a $2.5 million task order contract providing services to U.S. Postal Service facilities in Florida and the southeast. Tasks were primarily in the areas of asbestos remediation. ecological studies. indoor air quality. UST remediation. NEPA/EA/EIS. industrial hygiene. and regulato- ry compliance. 1 Ift Consaltg 1 1 1 3Tedrology,hG PAPAW.YANGCITY OF SUNNY ISLESNAPPENDICESUtFSUMES SUN1ISIS.UOC-043012 I JOHN C. SMYTH, Ph.D., CIH I O a Senior Scientist I Project Assignment: Health and Safety I ECT Corporate Health and Safety (H&S) Manager—Manage ECT corpo- rateEducation H&S in conjunction with individual ECT office managers and office H&S coordinators. Responsible for developing corporate H&S policies and proce- Ph.D.. Industrial Hygiene andI Safety Management— dures and assisting in their implementation within the company. Also respon- University of South Florida. sible for ensuring policies and procedures are kept current to changing regula- 2006 tions and technologies. MSPH. Industrial Hygiene/Safety II Management—University of Project Manager; Indoor Environmental Quality(IEQ) Evaluations. Eck- South Florida, 1994 erd College—Conducted several indoor air quality (IAQ) evaluations includ- B.S..Chemistry/Alathematics— ing measurement of temperature, relative humidity. carbon dioxide, carbon University of Pittsburgh. 1985 monoxide, and building material moisture content. Sampling for nonviable 11 airborne mold spores has been conducted in addition to visual observations of Registrations room surfaces/contents plus inspection of accessible HVAC components. Certified Industrial Hygienist. No.I 6048CP Project Manager; Asbestos Consulting Services, Eckerd College—Manage AHERA Asbestos Inspector several asbestos projects on an ongoing basis for this private college located in AHERA Asbestos Management St. Petersburg. Florida including asbestos surveys, abatement oversight, and n Planner maintenance of a database of asbestos abatement and survey activities. Con- ��1! AHERA Asbestos Supervisor ducted an extensive records review to assist Eckerd in updating asbestos NIOSH 582 Equivalent Certified recordkeeping requirements. Association of Energy Engineers I Project Manager; Mercury Vapor Assessment, Pinellas County Schools— Certified Indoor Air Quality Professional. \o. 266 Elemental mercury was released from a sphygmomanometer in a high school nursing lab in Gulfport. Florida. A portable cold-vapor atomic absorption unit Affiliations was used to isolate residual mercury sources and obtain airborne mercury va- Adjunct Assistant Professor. Uni- por measurements. Mercury vapor measurements were compared against the versify of South Florida College FDEP June 2008 cleanup guidelines. of Public Health, Department of Environmental and Occupation- Project Manager; Radiofrequency Power and X-Ray Exposure Assess- al Health ment, DRS Laurel Technologies—Conducted numerous assessments of em- Diplomate. Academy of Industrial ployee and public exposure to radiofrequency nonionizing radiation generated Hygiene from high power defense electronics systems at the facility in Largo. Florida.11 American Chemical Society Measured potential x-ray leakage from high power electronic vacuum tube American Industrial Hygiene As- components of an advanced radar system. sociation. Florida Section Past aPresident Project Manager; OSHA Voluntary Protection Program (VPP) Applica- tion Preparation, Veolia Environmental Systems, Inc.—Conducted an as- Vice-President. Board of Direc- sessment of the readiness of this municipal solid waste transfer facility in Oca- tors la. Florida. to apply for the OSHA VPP. Assessments included an evaluation of safety management systems and programs. a mock OSHA audit, industrial Areas of Specialization hygiene (IH) evaluations for chemical agents and noise, heat stress assess- Assessment of Exposure to Physi- ments for building occupants and route drivers, a novel infrared thermal imag- cal.Chemical. and Biological ing study of route trucks to assess contact burn risk. and evacuation route de- Agents: Bioaerosol Evaluations, velopment. Occupational Health and Safety Task Manager; Noise Evaluation, Gainesville Regional Utilities (GRU)— II Audits and Training. Asbestos Surveys. Bloodborne Pathogen A comprehensive noise assessment was performed for two city-owned and op- Program Development and Im- erated coal-fired power plants in Gainesville. Florida. The evaluation included plementation. Chemical Manufac_ personal noise dosimetry for GRU employees and a comprehensive area noise Luring Hazardous Exposure As- level survey. The final report included graphical representations of plant loca- sessments. Heat Stress Exposure tions with representative noise level measurements and recommendations for Evaluations. Noise Exposure warning sign placement for hearing protection required areas. II Evaluations p alici Envite mil Carmftlig& bcfrology,Inc ',MAUL YANG'CIFY OF SUNNY ISLES1APPE.SDICFSUtFSUMES SUNYISLS.DOC-013012 MICHAEL C. DUVALL, P.G., LAC, REP i O < Principal Scientist Project Assignment: Environmental Site Assessments/Asbestos IProject \tanager/Geologist; Macmillan Oil Company—Completed histori- cal evaluation. data mining review of more than 10 years of data graphics il- 1 lustration for Hialeah. Miami-Dade County. to refute Department of Environ- mental Resources Management (DERM) contention requiring additional source removal activities associated from multiple petroleum sources at a rail yard. This contentious site required presentation of data to achieve no further I Education action status at considerable cost savings to the client. B.S..Geology—Plymouth Univer- sity(England). 1980 Project Manager; OSHA Health and Safety Inspections/Environmental Inspections, Flagler Real Estate Services—Performed health and safety in- spections and environmental inspections on 18 separate. multi-tenant proper- Registrations ties throughout Miami-Dade. Broward. and Palm Beach Counties.These tasks Professional Geologist. Florida. included evaluating current health and safety measures in place. possible hu- No. 1596 man health exposure hazards which require correction and environmental Professional Geologist. Arkansas. concerns on the individual properties that require immediate attention. addi- No. 1190 tional investigation. and/or regulatory compliance in accordance with local Professional Geologist.Tennessee. and state agencies. No.TN2239 Licensed Asbestos Consultant. Project Manager; Asbestos Survey at East Ridge Retirement Village No. AX0000038 (ERRS'), AVMED—Responsible for completing an asbestos survey of build- Registered Environmental ings located on ERRV in Miami-Dade County prior to demolition and renova- tion. AHERA-Certified Inspector AHERA-Certified Management Project Manager; Asbestos Surveys, Hodgen Construction—Coordinated Planner the NESHAPs asbestos survey to determine the number of bulk samples re- quired to comply with OSHA regulations during demolition activities in the Abatement Project Supervisor Modernage furniture warehouse in Miami-Dade County. Florida. I AHERA-Certified Lead Abatement Project Supervisor Project Manager; ISO 14000 Compliance Program, Allied Aviation— NIOSH 582-Certified for the Client is ISO certified in environmental compliance. Based upon the presence Analysis of Asbestos Dust of the existing Environmental Management System(EMS).conducted an envi- ronmental compliance assessment which included interviews with knowledge- able personnel. review of existing historical compliance assessment reports. Affiliations and completion of an environmental questionnaire. Provided recommendations 1 National Water Well Association American Industrial Hygiene for corrective actions or improvements (as required) for the avionic facility at the Miami International Airport. Association I Society of Petroleum Engineers Project Manager; Comprehensive Risk Assessment, Flagler Development Ltd.—Prepared site evaluation report. Phase I and Phase II tasks for 400-acre FEC railyard property located in Miami. to provide a comprehensive assess- Areas of Specialization ment of environmental fiduciary liabilities associated with acquisition. Based a Project Management. upon the assessment risk was determined to be between$7.5 and$10 million. Environmental Site Assessments. Facility Surveys. Indoor Air Project Manager/Professional Geologist; Site Assessments, Numerous Cli- Quality Evaluations. Industrial ents Throughout Florida—Completed site assessments in accordance with Hygiene Services. Geological Chapter 62-770. FAC. The extent of petroleum contamination was determined Assessment. Subsurface Logging through soil borings. ground water monitoring, and sampling program. Addi- tional activities included regulatory liaison, potable well survey. evaluation of a hydraulic gradient. site mapping. and secondary contamination source invento- ry. Project Manager/Professional Geologist—Completed dry-cleaning solvents and petroleum constituent assessments in South Florida. and implemented site 0 �VF Fmirotrl Consulting&Technology.Inc l'APAUL YAN(.\CITY OF SUNNY ISIJ:S\APPENIICISRESUMI:S SUNYlSIS.ntIC-013012 • MICHAEL C. DUVALL, P.G., LAC, REP ,: :1 -.. Page 2 assessments approved through subsequent bioremediation and natural attenua- tion scenarios. Project Manager/Professional Geologist; FDEP Preapproval Program— Completed site assessments. tank closure assessments. and natural attenuation monitoring of surficial and Floridan aquifer contamination to achieve site clo- sure for numerous facilities in South Florida. ' Project Manager/Geologist; Site Assessments, Maroone, RaceTrac— Completed site assessments of retail gasoline stations in Broward County. Florida. The extent of petroleum contamination was determined through soil borings. groundwater monitoring. and sampling program. Additional activities t included regulatory liaison. potable well survey. and evaluation of hydraulic gradient. site mapping. and secondary contamination source inventory. Achieved regulatory approval to proceed with No Further Action (NFA) or RAP as required. 1 Licensed Asbestos Consultant; NESHAPs Asbestos Surveys. Eckerd Col- lege—Responsible for supporting asbestos surveys prio to large- and small- scale renovation projects on the campus in St. Petersburg. Florida. including preparation of asbestos abatement plans. Project Manager; Asbestos Abatement, FDEP Preapproval Program— Responsible for NESHAP survey. development of asbestos abatement plans for the Woerner Classic Turf Farm 2 maintenance area building. and demoli- tion monitoring in Palm Beach County. Florida. Project Scientist; Lead-Based Paint and Asbestos Surveys, Environmental and Geotechnical Specialists, Inc.—Responsible for consulting and survey- ing services for asbestos and lead-based paint at a bridge on State Road 263 in Leon County. Florida. Task Manager; Land Acquisition Projects,SFWMD—Performed site eval- uation. data acquisition and geological assessment tasks for former US Sugar Plant at Bryant Mill and Clewiston slated for purchase as portion of the large 187.000-acre land acquisition. Project tasks completed under abbreviated time scale pursuant to contract with State and US Sugar. Task Manager; Class IV Wetland Permit Application, Numerous Cli- ents—Performed site evaluation. data acquisition to obtain after–the–fact wet- land permits for properties in Broward County indicated by DERM to have conducted illegal fill activities and were subject to fines and/or loss of proper- ty. Obtained site survey, site history. permit-required data and mitigation cred- its with Hole-in-the Donut and Florida Power & Light Company wetland banks. to avert penalties. Project Manager; RCRA 10-Transfer Station Permit Application, Chemi- cal Distribution Company—Performed site evaluation and data acquisition to obtain 10 transfer station permit in Broward County. Florida. Client had previ- ously made numerous attempts to acquire permit. Conducted fatal flaw analy- sis and determined an administratively poor application had been prepared for local city jurisdiction. Obtained concurrence from city. to enable application to be prepared for county and state. 1 CVT Entionmental C.onsufa9b Technology. tnrAUL YASGCm-OF SUNNY ISLESArrevmCE_S'RESUMES SUNYIStS.DOC-033012 JACKSON D. HUBBAD O • Associate Scientist I Project Assignment: Environmental Site Assessments/Asbestos Environmental Technician; Multiple Clients—Oversaw the drilling and in- stallation of groundwater monitoring wells to evaluate onsite contaminant 1 plumes. Responsibilities include real-time measurement with the use of an or- ganic vapor analyzer equipped with a flame ionization detector(OVA/FID).split spoon sampling. and recording lithology. Tasks included sampling groundwater monitoring wells according to FDEP QA/QC protocols. I Education BS. Geology—University of Task Manager; ESAs, Multiple Clients—Completed Phase I and II ESAs in Florida. 2007 Miami-Dade. Broward. Palm Beach, and Polk Counties. Florida. Elements in- I eluded historical records search. regulatory agency review. site assessment. and potential source inventory for real estate transactions. Properties evaluated in- clude service stations. retail strip malls. multi-unit condominiums. marinas. mul- Registrations ti-unit industrial properties.commercial warehouses, and vacant parcels. I OSHA 40-hour HAZWOPER training Project Manager; SPCC, Kiewit Southern—Performed visual inspection and Asbestos Inspector real-time soil screening of properties to be leased by the client in Miami-Dade I County. Assessments were followed by the creation of detailed measures to mit- igate the possibility of reportable discharges into the surficial aquifer or nearby navigable waters. Areas of Specialization I Project Management, Environ- Task Manager; Asbestos NESHAP Renovation/Demolition Asbestos- mental Site Assessments. Surface Containing Material Surveys, Commercial/Residential Buildings—Provided and Groundwater Quality Investi- technical inspection services during demolition surveys in accordance with gations.Quality Assur- NESHAP requirements on a multi-building residential facility and multiple va- ance/Quality Control Procedures, Geology. Subsurface Investiga- cant commercial buildings in Miami-Dade. Broward. and Palm Beach Counties. Florida; which included a visual and destructive inspection,site photography and tions.Tank Closure Assessments. documentation.and sampling chain of custody. Geographic Information Systems 111 Task Manager; Quarterly Monitoring, Confidential Client—Coordinated groundwater sampling and analysis. and report preparation for an on-going quar- t terly monitoring site located in Broward County. Florida. Coordinated sample custody. waste drum collection.and disposal of investigative derived waste. Task Manager; C23/C24 Project, SFWMD—Generated large-scale compre- I hensive geospatial linked site maps for SFWMD acquisitions in the C23/C24 Comprehensive Everglades Restoration Plan sites, including all point sources requiring corrective action. Data sources were reduced from multiple subcon- n • tracted SFWMD consultants who participated in the Phase 1/II of the former cit- rus grove acquisitions located in St. Lucie County. Phase II ESA investigations on commercial/agricultural/nursery properties for acquisition by the SFWMD located in Broward.Palm Beach.Martin.and Okeechobee Counties. IITask Manager; U.S. Sugar Corporation Acquisition, Professional Service Industries—Generated large-scale comprehensive geospatial linked site maps I for the SFWMD acquisition of the US Sugar Corporation sites including all point sources requiring corrective action. Data source was reduced from multiple subcontracted SFWMD consultants who participate in the Phase UII of the for- mer sugar cane and citrus property acquisition. Areas of study in Florida includ- ed Hendry.Glades and Palm Beach Counties. Environmental Technician; Multiple Projects, SFWMD—Field work tasks I for various Everglades restoration projects that included sampling groundwater monitoring wells according to FDEP QA/QC control protocols. performing groundwater elevation measurements. the composite sampling of muck in sugar IIcch &,.hnrerval Consutu9&TSF Inc PAPAUL YA.NGIcrrY OF SUNNY ISLESAPPE\DICE_NtESUM S SUNYIS1 S.IX1C—Mi012 JACKSON D. HUBBARD O • Page 2 cane fields, and the discrete sampling of citrus grove soils according to SFWMD and U.S. Fish and Wildlife Service procedures. Areas of study in Florida includ- ed Hendry. Glades.Collier.and Palm Beach Counties. Task Manager; ESA and Quarterly Monitoring, Former Industrial Dry Cleaner—Completed a Phase I ESA on an industrial dry cleaner facility in Hol- lywood. Florida. Elements included researching over 30 years of historical con- tamination. regulatory agency reviews and physical site assessment. Quarterly monitoring activities included sampling groundwater monitoring wells for the purpose of tracking a chlorinated solvent plume and documenting the affects of intrusive remediation products. Task Manager; NPDES Sampling, First Coast Energy—Completed ground- water monitoring activities at multiple gas stations in accordance with NPDES and State of Florida regulations. Elements included the sampling of effluent wa- ter from an air sparge and carbon filtering system prior and during discharge into a navigable waterway. Task Manager; Limited Scope Remediation Action Plan (LSRAP), Ryder Trucking—Contributed to the writing of the LSRAP of a Ryder facility in Lakeland. Florida. Implemented the LSPRAP. which involved the sampling of groundwater monitoring wells and the installation of oxygen-releasing com- pounds into a source well. Prepared a LSRAP startup report upon completion of field activities. Task Manager; Spill Bucket Closures, RaceTrac Sites—Oversaw the remov- al and replacement of spill buckets at multiple stations in Miami-Dade, Broward. and Palm Beach Counties including real-time assessment with the use of an OVA/FID. Oversaw the drilling and installation of groundwater monitoring wells to evaluate onsite contaminant plumes. Tasks included sampling ground- water monitoring wells and soil borings associated with a known discharge. Complete spill bucket report. Q Task Manager; Moisture Report, Rodriquez Residence—Collected relative moisture readings at the Broward County residence from interior walls to ensure the absence of mold supporting conditions within newly replaced walls. Con- tributed to text and figures of the report. Project Manager; Risk Assessments, Kiewit Southern—Performed visual in- spection and real-time soil screening of properties to be leased by the client in Q Miami-Dade County. Florida. Assessments also included the collection of soil and groundwater samples to be analyzed for various chemicals of concern. Q m Ii m ac,— Comattgs rbchnoloor.nc MAUI.YANactnY OF SUNNY iv EsAPPEwICESIRSUMES suuvms.atc-04wu I MARK A. CULBRETH, P.G. 1 Principal Scientist Project Assignment: Geology Services I Project Geologist; Gainesville Depot Park Contamination Assessment at Former Coal Gasification Site, Gainesville Regional Utilities—Performed a contamination assessment investigation at a former coal gasification plant site that had operated from the 1890s to 1960 in Gainesville. Florida. The contam- ination assessment included the installation of 16 monitoring wells. the drilling of soil test borings. and the collection of groundwater and soil samples for la- boratory chemical analyses. The monitoring wells were used to measure water I Education level elevations for determining hydraulic gradients and groundwater flow ve- M.S..Geology—University of locities. A free-product recovery well (6-inch diameter) was installed to recov- South Florida. 1988 er non-aqueous phase liquid along the southern boundary of the site. Contami- B.S..Geology—University of nation assessment plans. quality assurance (plans and health and safety plans South Florida. 1983 were prepared and approved prior to implementation of the field activities. Technical negotiations and interactions with local and state regulatory agen- cies were performed during the course of the investigation. A human health I and ecological risk assessment and a feasibility study were conducted and ap- Registrations proved by the regulatory agencies in support of the preparation of a RAP. Professional Geologist. Florida, No. 1217 Project Manager; Brownfield Contractor; City of St. Petersburg- I Worked with the Economic Development Coordinator for the city. providing programmatic support. Participated in community meetings in addition to con- ducting 19 Phase I ESAs. preparing 17 HASPs. QAPPs. and Phase II ESAs. I Affiliations Society of American Military Assessments were conducted on a variety of properties. including former resi- dential. commercial. and industrial properties. Both petroleum and non petro- Engineers leum sites were assessed. 1 Florida Association of Environmental Professionals/ Project Director; Programmatic Support for Brownfields Assessment Tampa Bay Association of Grant, City of Tallahassee—Provided oversight of programmatic support ac- Environmental Professionals tivities of the Brownfields Assessment Grant for the City of Tallahassee. Pro- 1 National Groundwater Association grammatic support includes assisting in the preparation of MBE/WBE utiliza- tion forms and financial reimbursement forms: drafting EPA Brownfields Project Management Institute Cleanup Quarterly Reports and Performance Evaluation Reports for review: drafting and preparing Quarterly Measures reports required by the terms and I conditions of the EPA Cleanup Grants. as necessary: and providing data entry Areas of Specialization of EPA property profile information into the ACRES database as required by Contamination Assessments: the terms and conditions of the grant 1 Design. Implementation.and Monitoring Remedial Actions. Project QA Officer and Project Geologist; Brownfields Assessment Grant, Environmental Auditing: City of Tallahassee—Provided review and revision of QAPP. prepared work Geochemistry: Geostatistics: plans. reviewed field notes and laboratory reports. and prepared the Phase II II Fracture Trace and Photolinear ESA report for the Art Alley project. Analysis:Well Hydraulics: Permitting.and Regulatory Project QA Officer and Project Geologist; Building Deconstruction Pro- t Agency Liaison ject for Former Incinerator Building, City of Tallahassee—Project consist- ed of deconstruction of the former incinerator building containing residual ash. which had been tested and classified as hazardous. Project was conducted un- der a RCRA RAP. Prepared QAPP. and reviewed work plan for characteriza- m tion of residual ash present in the building for hazardous waste determination. Reviewed analytical data from ash and revised waste determination. Prepared responses to regulatory agency comments regarding waste determination. IImethod of deconstruction. and prepared invoices. Project Manager; Phase WI ESAs for Brownfield Sites. Pinellas County Economic Development—Responsible for Phase I/Ils on the Gooden Cross- IIIing and Korkis properties for Pinellas County brownfield program. 1C. Consulting s bessology.Inc. MPAUL YA.sGwrrY OF SUNNY ISIJSl,1PPENDICESIRFSUMFS SUxllslS.DOC-043012 MARK A. CULBRETH, P.G. e. -° , . .,:k . ..e;.:krm Page 2 Project Geologist; Chlorinated Solvent Site Assessment, Daytona Beach International Airport, Volusia County—Developed dynamic work plan to evaluate the distribution of chlorinated solvents and assess hydrogeologic fac- tors controlling plume migration at the Daytona Beach International Airport. Implemented work plan and found that chlorinated solvents were preferential- ly moving along a shell hash which varied in depth and thickness across the site and gave the plume an appearance of a diving plume. Project Geologist; Environmental Consulting Sen-ices, Tampa Interna- tional Airport, Hillsborough County Aviation Authority (HCAA)— Conducted due diligence in the Drew Park area prior to acquisition for airport expansion. Prepared and implemented contamination assessment and remedial actions for numerous isolated contaminated areas within the Drew Park area. Conducted assessment and prepared RAP for a chlorinated solvent plume. Represented HCAA in regulatory agency negotiation. Provided oversight of implementation of remedial actions. Project Geologist; Piney Point Phosphates Decommissioning Support, HRK Holdings—Conducted emergency management of 2 billion gallons of industrial wastewater in an environmentally sensitive setting near Cockroach Bay. a pristine aquatic preserve in lower Tampa Bay. Assisted in review of as- sessment data collected by others and evaluation of water treatment data as part of the closure of gypsum stacks and impounded water in the stacks. This 24/7 operation required treatment of industrial waste water prior to discharge. Project Manager; Miscellaneous Consulting Services, Industrial Galva- nizers—Provide miscellaneous services, including support on hazardous mate- rials management. aboveground storage tank compliance, health and safety regulations. spill response and removal actions, and regulatory agency negotia- tions for facility in Tampa. Florida. Act as technical representative on Super- 1 fund and RCRA-related issues(IND GALV—Ongoing-5429.027. Project Manager; Phase I and II ESAs, Site Assessments, and Remedial Actions, Lowes Home Companies—Provide Phase I and Phase II ESAs. site assessments. and rapid response remedial actions as needed for numerous fa- cilities in Florida. Worked with Lowes real estate group during redevelopment projects by conducting asbestos and lead-based paint surveys prior to demoli- tion of existing facilities. At one site. prepared permit to allow for develop- ment on top of a former landfill and conducted methane monitoring of facility after construction. Project Geologist; Geophysical Surveys, Confidential Client—Conducted terrain conductivity and resistivity surveys to characterize site stratigraphy at a pesticide manufacturing facility in Dallas. Texas. These data were then used to develop an appropriate work plan for a contamination assessment. Project Manager; Contamination Assessment, Texaco—Conducted con- lamination assessment of retail petroleum marketing facility in Nassau. Baha- mas. The assessment evaluated the extent of free product, dissolved hydrocar- bons. and adsorbed hydrocarbons. Distribution of hydrocarbons and subse- quent remediation was controlled by the karst nature of the limestone and is- land hydraulics. 1 EC/ ��Considit9 a bchnbgR he P.NAUI.YA$OCrrY or SUNNY ISIFSAPPENDICF_S%RF_SUMES SUNYISIS.DOC-013012 I O PROBAS ADAK, E.1. I ilk Senior Associate Engineer 11 Project Assignment: Remediation I Design Engineer; Bulk Storage Facilities, PetroLiance LLC—Prepared de- sign drawings for bulk fuel/industrial oil storage facilities in Miami-Dade and Orange Counties for a major fuel and lubricants distributor. Design features included tanks specifications. piping, containment. pumping and structural as- I pects of the new plant. Duties also included permitting the bulk storage facility with the Counties. I Education Project Engineer; Contamination Assessment, McMillan Oil Company— M.S..Civil Engineering— Prepared proposal and collected groundwater samples to delineate extent of hy- University of Texas. 2002 drocarbon contamination and petroleum impacts. Performed field assessment I B.S..Civil Engineering— and reported data for the site located in Miami Dade County. Florida. Jawaharlal Nehru Technological Institute. India. 1998 Design Engineer; Cliff Berry Inc.—Developed the design of stack required for proper dispersion of exhaust from the waste treatment facility in Miami. IFlorida. Design drawings also included wind load calculations for the stack. Registrations Engineer II; Contamination Assessment; 7-Eleven Inc.—Performed soil. ' Engineering Intern.Michigan groundwater. and air sampling at numerous facilities throughout Florida. Col- OSHA 40-hour HAZWOPER lected field measurements generally associated with soil and groundwater in- training vestigations for the preparation of investigative work plans. contamination as- sessments. and remedial design documents. Provided interpretation and sum- I mation of field data, and prepared technical documents related to soil and groundwater assessment and remedial actions of associated areas impacted by Areas of Specialization petroleum and hazardous waste contamination. Soil and Groundwater Contamina- tion Assessments:Construc- tion/Installation. Field Engineer; C-44 Copper Remediation, SFWMD—Acted as a field en- Operation, and gineer to support the District for the following during construction: (I) con- Maintenance of Remediation Sys- struction observation in support of construction management services: (2)con- ' terns: Phase I/II Environmental Site Assessments: Data Analysis struction observation in support of environmental reporting: (3)quality control surveying at five milestones during project construction: (4) materials testing and Interpretation:Air Quality during project construction: and (5) construction project management support Studies including preparation of record documents for submittal to the FDEP. U.S. 1 Fish and Wildlife Service, and USACE. Task Manager/Design Engineer; Remediation Activities at Merchants #9, I FDEP Preapproval Program—Assisted in developing a RAP, and provided engineering design calculations and construction drawings for a proposed mul- ti-phase remediation system in St. Lucie County. Florida. for the removal of hydrocarbon contaminants. Prepared bid documents and facilitated the bidding I process. Responsible for construction oversight. day-to-day operation and maintenance (O&M)of the remedial system. and sampling. Prepared technical O&M reports associated with the remedial system activities. I Task Manager/Technical Support; Petroleum Contamination Services at Phillips 66 Facility, FDEP Preapproval Program—Responsible for con- struction oversight. sampling, day-to-day O&M of the remedial system in I Pompano Beach. Florida. Prepared technical O&M reports associated with the remedial system activities. Task Manager/Technical Support; Tank Removal at Merchants#7, FDEP I Preapproval Program—Responsible for storage tank removal and closure as- sessment followed by remediation in terms of source removal and insitu air sparging. preparation and implementation of post remediation monitoring. and I sampling. Prepared technical reports associated with the remedial and monitor- ing activities in St. Lucie County. Florida. so & Constithig 3 Technology.toe PiPAUI.YANGWI3Y OF SUNNY IS US\.V PENDICFSRFSUMFS SUNIISIS.DOC-0l3012 PROBAS ADAK, E.l. 1 ;4",t1.M} _: .r - Page 2 Task Manager; Sam's Recycling and Junk Cars Inc.—Responsible for preparation and implementation of post remediation monitoring, sampling. well abandonment, and preparation of technical reports associated with the remedial and monitoring activities at the site in Pompano Beach. Florida. ' Engineering Support; Air Permitting, SFWMD—Assist the Engineer of Record in developing Title V permits associated with SFWMD pump stations at sites in Broward and Palm Beach County. Florida. Tasks included preparing emission calculations; FDEP application forms, and CAD drawings. Project Engineer; Artesian Well Abandonment, SFWMD—Provided field oversight, contractor management. technical support. and report preparation to properly abandon several Floridan wells within the C-23/24 project area locat- ed west of Fort Pierce on SR 70 in St. Lucie County. Florida. Field Engineer; Multiple Projects, SFWMD—Conducted field sampling as- sociated with Phase II ESAs for multiple projects spread across the District boundaries. Task Manager; Indoor Air Quality Studies, City of Pembroke Pines and Noven Pharmaceuticals—Conducted site visit for collecting air samples.ana- lyzing sample results. Prepared technical report documenting the results and provided the client with recommendations. Project Manager/Engineer; Spill Prevention,Control,and Countermeasure Plan.Anda Inc.—Compiled data and prepared plan/report for a facility located 1 in Broward County. Florida. Plan was prepared in accordance with applicable procedures and used as a best management practices document. Project Manager/Engineer; Stormwater Permitting,Jet Aviation—Provided the client with technical assistance required to permit an industrial process dis- charge into Miami-Dade stormwater system. Project Engineer/Cask Manager; Contamination Assessment, Reb Oil Inc.—Collected soil and groundwater samples to delineate extent of hydrocar- bon contamination and petroleum impacts. Performed field assessment and re- potted data for several sites located in Orange and Brevard County.Florida. Project Engineer; Regional Risk Assessment of Selenium in the East Coast Buffer Project Area, SFWMD—Managed field sampling efforts con- ducted by a team of five geologists and engineers in an area spread across two counties and a total of approximately 3.000 acres to be acquired for restoration projects. 1 Task Manager/Engineer; C-11 and C-9 Projects, SFWMD—Assist in de- veloping plans required for obtaining closures associated with storage tank fa- cilities in the project footprint area in Broward and Miami Dade Counties. 1 Florida. Prepare reports and conduct field sampling activities. Generate CAD drawings and GIS applications for use in SFWMD projects. 1 1 1 £c7 GIYINI111Cm1 & •ht PAPAUI.Y&NGYCIIY OF SUNNY ISLESNAPPI:NDICENtFSU\IFS SUNYISIS.IXIC-01301' SATYEN M. THAKAR, Ed I O . Associate Engineer I Project Assignment: Remediation I Operations Manager; Remediation Systems, Petroleum Products Corpo- ration—Day-to-day management of remediation system including operation. maintenance and optimization of the largest Superfund site in South Florida. I Prepare monthly and quarterly progress reports for clients and regulatory agencies. Conduct life cycle assessment that included estimating the opera- tional time and total cost associated with system operation. Conduct evalua- tion studies of alternative remedial technologies that could be used in conjunc- t] Education tion with the existing slurper system. M.S.. Environmental Engineering—Florida Plant Manager/Laboratory Manager; Pharmaceutical Effluent Water aInternational University. 2004 Treatment, Watson Laboratories—Performed jar tests and recommended B.S..Chemical Engineering— new chemicals to the client for effluent treatment, monitored the chemical University of Mumbai. India. process and made appropriate system adjustments for efficient recovery of 2000 floc. IField Manager; Bamboo Trailer Park, FDEP Preapproval Program— Oversee excavation of contaminated soil at site in Broward County. Prepare I Registrations associated permits. locate subsurface utilities, conduct breathing zone air Engineer-in—Training. Michigan monitoring, and prepare report. OSHA 40-hour HAZWOPER training and 8-hour refresher Project Manager; Multiple Gas Stations,Numerous Clients—Perform site I assessments. inspect soil/groundwater contamination, install temporary moni- toring wells. oversee installation of permanents wells. and design remedial systems(air sparge/soil vapor extraction)at numerous sites in South Florida. Areas of Specialization I Soil and Groundwater Project Manager; Multiple Clients—Oversee the drilling and installation of Contamination Assessments: groundwater monitoring wells to evaluate onsite contaminant plumes. Responsi- Operation. and Maintenance of bilities include real-time measurement with the use of an organic vapor analyzer 1 Remediation Systems: Phase UII equipped with a flame ionization detector(OVA/FID), split spoon sampling. re- Environmental Site Assessments cording lithology.and groundwater sampling. Task Manager; Impact to Construction Assessment, Florida Department I of Transportation (FDOT)—Performed site assessment for FDOT with the objective of preventing construction workers' exposure to any potential con- taminants. Provided oversight of drilling activities: completed soil boring I logs: and wrote reports to document the extent of work done. providing rec- ommendations. Field Manager; Central Florida Commuter Rail Transit Project— I Performed due diligence investigative sampling of 62 miles of CSX active railroad corridor for property acquisition by FDOT. Provided oversight of sampling team to ensure CSX safety policy was not violated. Used global po- sitioning system to record sampling locations. Coordinated lab activities for over 2.000 soil samples. Field Team Member; Stauffer Plant—Team member that designed water treatment system. assisted in setup. collected samples to check carbon break - through. inspected periodically leachate collection system. 1 Consultant; SFWMD—Reviewed historical data and analyzed topographic data and design drawings of flow structures. Stream gauged District channels using different acoustic Doppler equipments to collect flow information. Per- formed quality assurance/quality control (QA/QC) of the collected data: up- 1 loaded the reviewed data into District database. 1 EC s Carmfhg&ben" y.Mc. PAPAW.yAxGcrn'oF Suer ISIFSIAPPFSDICtS\RFSUMiS SUNYISIS.DOC-043012 SATYEN M. THAKAR, E.1 1 If— iaPage 2 Field Team Member; Emergency Response Activities, FDOT District 7— assisted in emergency response activities of gasoline. diesel. or hydraulic oil spills. Collected soil and groundwater samples to determine extent of contam- ination. Properly containerized the impacted media for later pickup. Wrote re- port to summarize the event. associated work done, and recommend further action. Environmental Technician; Multiple Clients—Field work tasks include sampling ground monitoring wells according to FDEP QA/QC protocols and performing groundwater elevation measurements. elevation surveys. and abandonment of monitoring wells according to SFWMD and FDEP protocols. Areas of study in Florida include Indian River. St. Lucie. Hendry. Martin. ' Broward. and Miami-Dade Counties. Research Assistant; Graduate Program—Assisted with development of proton exchange membrane (PEM) fuel cells at high temperature(150-200°C). ' Conducted experiments at elevated temperatures for various time periods and measured activation energy. membrane conductivity. and other parameters. Also assisted with polymer degradation under microgravity conditions, assist- ' ing in design of the collection probe for thermophoretic sampling. Conducted literature reviews and assisted in procurement of laboratory instruments. Pre- pared work area for laser use in accordance with the safety procedure. Re- ceived training to use mass spectrometer to analyze the particles emitted in terrestrial conditions. 1 1 1 1 1 1 1 1 1 1 mac, 'n/Committing& TacMSogy.Inc. P%'AUL YAXL\Lrrr OF SUNNY tsti_SIAPPENDICESRESUMES SU.vtsIS.DOC-013012 F.J.I "PACO" AMRAM, P.E., LEED AP E = �r Senior Engineer 11 Project Assignment: Energy I Project Manager; Fast-Tracked Environmental Permitting,Planning,and Support; Walbridge Aldinger Co.—A new Security Forces Facility was to be built at MacDill Air Force Base in Tampa. Florida. over petroleum and chlorinated solvent sites. The required environmental plans were expedited I and approved by the U.S. Army Corps of Engineers (USACE) on the first submittal. Agency negotiations. sampling. submittals. and approvals of National Pollutant Discharge Elimination System (NPDES) permits were fast- I Education tracked to allow the needed dewatering and treatment. This expedited the B.S.. Civil Engineering— permitting by over 4 months. Directed the actual dewatering and treatment Princeton University. 1986 services. health and safety monitoring, subsurface utiltity evaluations. water line permitting, USACE submittals. reporting and invoicing. Contracted Iservices were completed at more than 30 percent below the original budget. Registrations Project Manager/Engineer; Environmental Support for Municipal I Professional Engineer, Florida. No.45133 Roadway and Drainage Reconstruction Project, Clearwater Gas Company—A municipal roadway and drainage reconstruction project Leadership in Energy and Envi- encountered impacts from an adjacent former manufactured gas plant (MGP) Ironmental Design Accredited facility in Clearwater. Florida. To prevent costly delays to this major roadway Professional(LEED AP) project. a response plan was developed with City and road contractor OSHA 40-hour HAZWOPER and personnel, and fast-tracked roadway sampling events. evaluation of short-term annual 8-hour refresher training worker-exposure criteria. health and safety plan preparation. and permitting I Emergency Medical Technician/ Ambulance training for the needed dewatering, treatment and discharge. By evaluating and presenting overlapping site data, state agency approval was obtained to use multiple generic NPDES permits. which expedited permitting by almost 4 months. Designed. directed installation of. maintained. and monitored the de- I watering treatment system. Directed oversight of the trenching for detection Areas Of Specialization and proper disposal of coal-tar-impacted soils. Coordinated with municipal Aquifer Remediation Design and and roadway contract personnel. and facilitated quick cost-saving solutions I Evaluation.Chemical Oxidation Applications. Bioremediation that addressed the environmental conditions encountered while minimizing de- lay's or impacts to the construction work. The roadway support project phases Systems. Fuel System Design and spanned approximately I year. Inspection. Environmental Support I for Heavy Construction Projects. Project Manager/Engineer; Recycling Facility Permit Renewal; Ft. C&D Debris Recycling Facility Myers, Lee County, Florida; USA Recycling Holdings, LLC—Reviewed Plans and Permitting. Project the previous permit. inspected the upgraded facility, and prepared an I Management. Fast-Tracked Permitting. and Negotiations application for renewal of the FDEP waste processing facility permit. Prepared the updated engineering report, O&M manual. and a facility layout plan that reflected the extensive modifications of the C&D debris recycling facility in Fort Myers. Florida. Met with the new owner and revised the application to I represent (and thus gain permission for) the operations as the new owner intends to run them. Obtained approval of stormwater management system construction certification, and responded to each agency request for additional Iinformation. Approval is pending a final response submittal. Project Manager/Engineer; Fast-Tracked Remediation Construction in Pharmaceutical Clean Room, Confidential Client—A system of multi- I phase extraction (MPX) wells. trenching. piping. resurfacing, epoxy surface coating. and roof penetrations for piping. followed by construction cleanup. had to be completed during the client's I-week partial shutdown in December. I Modified the client's RAP design to improve constructibility. reliability, and reduce long-term impacts to clean room operations. Upgraded components to meet FDA regulations restricting materials contacting the air in the drug production clean room. Prepared precise manhole, well location. and manhole I piping drawings to eliminate "trial and error" concrete cutting and piping work. Successfully coordinated,directed and quality-inspected all construction 1Ecr ""gtl't Consulting&Todoso/ogy.Inc. MAUI.VANGM Y OF SUNNY tStXS\A rFvtncE5\A MRAMDoc-03301- F.J. "PACO" AMRAM, P.E., LEED AP _ Page 2 at the facility in Florida. Enforced client's access restrictions. All work and client requested extras were completed within the allowed shutdown week and within the competitively bid budget. Project Manager/Engineer; Solvent Remediation Design and Startup; Pharmaceutical Facility, Confidential Client—Designed a second remediation area's cleanup to use the first system's components and thus reduce costs. Permitted, constructed and started the integrated remediation of both areas. Treated groundwater effluent was recyled as make-up water in the plant cooling towers, reducing their purchase of reclaim water and facilitating ultimate effluent disposal to the sanitary sewer. Evaluated client's emission control equipment problem.worked with facility engineers to devise ' connection to other available devices in the plant. and supporting its air permitting Prepared and submitted documents required by facility QA dept. for entry and work in clean pharmaceutical production areas. Installed and ' advanced the remediation while never impacting or damaging the production facility. Successfully started up the combined system. demonstrated it to air pollution permitting inspectors, and prepared a startup report. Project Manager/Engineer; Plant Upgrade Support and Solvent Remediation, Confidential Client—Supported the client's project team and their fast-tracked project to construct a large foundation over a contaminated area and install a new facility regenerative thermal oxidizer (RTO) and emission stack at a pharmaceutical facility in Florida. Advised client's RTO project team and expedited engineering support services. Directed contaminated soil removal and soil assessment. Designed and fast-tracked approval, bidding and authorization to install subsurface, future-use remediation pipes in that area, without slowing down the foundation construction project. Advised and directed client contractors in the dismantling and later reconstruction of MPX components (piping. electrical. etc.). relocated to allow the RTO installation. As permitted. sent MPX solvent vapors to the plant's RTO upon startup. dimishing its natural gas usage. Provided remediation system O&M. monitoring and reporting services to the client. Maintained positive relations with the regulatory agency case managers on behalf of the client. Removed 10.000 kg of solvent in a 10-month period. Project Manager; Soil and Dewatering Management for Trolley Car Construction through MGP Area, Peoples Gas System—Prepared a soil and dewatering management plan and obtained state agency approval for han- dling of this media impacted by coal tar residuals from the former MGP in ' Tampa. Florida. Fast-tracked city permits to treat and discharge groundwater. Addressed city subcontractor concerns and managed preparation of a site- specific health and safety (H&S) plan. Represented client to city and city con- tractor management on issues of costs. scope. responsibilities and chain of ' command over safety and site activities. Managed fit-testing. training, docu- mentation. and H&S oversight for the trolley car construction workers. Field- designed and constructed a lined stockpile area for soil cuttings and drilling mud. Thus, larger. cost-efficient loads were accumulated and solids were set- tled. greatly reducing costs for soil transport and liquids disposal. Designed and coordinated site preparations. and managed oversight. handling and dis- posal of approximately 1.900 tons of soil and drill slurry solids and approxi- mately 45.000 gallons of drill slurry and impacted water during utility work spanning approximately 2.000 linear feet and including over 30 drilled utility pole foundations. All impacted media were characterized and classified as non-hazardous. and properly disposed of at permitted facilities in accordance £c7 6ntvmenW Conmlti,gb Terinobpy.be PAPAUL YAN(PCrrY OF SUNNY ISLESSAPPENDICF_SIAMR,MDOC-033012 F.J. "PACO" AMRAM, P.E., LEED AP .. Page 3 with all applicable regulations. The 8-month project was executed on a time and materials basis approximately 20 percent below the purchase order limit. Project Manager; BMP for Stockpile and Use of Combustion Fly Ash and Dredge Materials, Florida Crushed Stone (FCS)—Prepared a BMP plan to be used by FCS for their recycling of industrial dredge and fly ash by-product materials obtained from a regional coal-burning power plant. Obtained by- product data and inspected the facility and operations in Brooksville. Florida. Devised suitable control options acceptable to the client. Per 40 CFR Chapter 1-Part 122.2. the BMP plan specified the engineering controls, prohibitions. and O&M procedures to control runoff, spillage, and drainage from the raw material storage and transfer to the cement production operations. ' Project Manager/Senior Engineer; Emergency Response Cleanup, Assessment and Closure, Ballast Nedam Construction—In response to a release from the client's portable deisel fuel tank. performed preliminary ' assessment activities and directed onsite soil removal action at a facility in Florida. Interacted with the regulatory agency and with the neighboring resident who uses an onsite well for water supply and whose property was visibly impacted. Excavation was directed with extreme care due to multiple subsurface utiltities. including a water main. multiple fiber optic conduits. and unprotected phone/cable lines. A high-tension power line pole limited excavation depth to about 8 ft. Impacts were visible at that depth but could not 1 be excavated. Expedited agency approval to inject peroxide into this zone and then petroleum degrading bacteria into the backfill. The followup assessment was completed. No diesel contamination was detected in groundwater. Benzo(a)pyrene. other PAH compounds, and EDB were detected above standards. However. ECT successully demonstrated that these residual impacts in soil and the EDB in water were not attributable to the recent diesel fuel release. A No Further Action/Site Rehabilitation Completion Order was approved. No adjacent owner damage claims were made and no utilities were damaged. Project Manager; Interim RAP, Confidential Client—Designed in-situ/ex- situ remediation of chlorinated solvent and acetone plume in central Florida. The acetone remediation included aeration and it-situ recirculation for biodegradation. due to the costs and difficulty of removing highly soluble acetone from groundwater. Project Manager; Interim RAP, Confidential Client—Designed ' remediation of chlorinated solvent plume near municipal well field in central Florida. Used 2-dimensional models to estimate groundwater recovery and infiltration rates for this system combining groundwater pumping and multi- phase extraction. Project Manager; Fuel System Compliance Management, Confidential Client—Provided compliance management to central Florida client with nu- 1 merous problems. Reviewed notices of violations received from the regulatory agency by the owner of multiple fuel station properties in Pinellas County. Florida. Evaluated available data and determined compliance options and costs to cure. Attended annual compliance inspections and incident investigations 1 with agency personnel. Reviewed/summarized information about previous re- leases eligible for State cleanup funding. Negotiated with the regulatory agen- cy on behalf of the owner and thus eliminated significant fines. 1 rmtm'"d°ar CarmEa a Technology.ht. wawt.YkNI E Y"F SUNNY tsusnrveNoIcEsnstnA.st.noc-041o1 F.J. "PACO" AMRAM, P.E., LEED AP OPage 4 Project Manager/Engineer; Fuel Station Upgrades; D. Guy McMullen Properties, Inc.—Evaluated existing fuel system needs to meet the 1998 EPA and State of Florida requirements. Prepared plans and specifications. competi- tively bid. negotiated. subcontracted. and inspected the UST system replace- ment and upgrades at the facility in Clearwater.Florida. Project Manager/Engineer; SoiUGroundwater Cleanup, Stewart's Amo- co—Designed. constructed. and operated an ASNE system for remediation of a petroleum plume in Pinellas County. Florida. Limited the groundwater ex- traction rates and used an air sparging curtain to prevent further onsite migra- tion of a chlorinated solvent plume from the neighboring dry cleaner facility. Project Manager/Engineer; Soil IRA and Containment Design, Bob Ow- ens' Lawn Care—Completed low-cost IRA of petroleum impacts at facility in Clearwater. Florida. Designed simple. owner-constructed modifications to prevent pollution of surface and groundwaters and for compliance with BMP and SPCC requirements. Project Manager/Engineer; Soil/Groundwater Cleanup; City of New Port Richey Maintenance Yard—Designed and implemented excavation of petro- leum-impacted soils. both above the water table and in the "smear zone"of the site in Pasco County. Florida. Backfilled the excavation by constructing a gravel-filled groundwater recovery sump. Conducted pump-and-treat remedia- 1 tion of residual impacts. Achieved No Further Action levels within approxi- mately L5 years. Site rehabilitation completion order issued by FDEP. Project Manager/Project Engineer; Fuel System Replacement, LOC, Inc.—Obtained regulatory approval and funding for excavation and fuel system replacement as the lowest cost cleanup option in response to a second release event at Suncoast Amoco facility No. 135 in St. Petersburg. Florida in 1992. Designed/selected all components for a multi-compartment tank and fueling system upgraded with secondary containment. Integrated piping for ASNE and nutrient injection at various desired depths in the excavation backfill. Reduced remaining soil and groundwater contamination from surrounding zones (beneath building. etc.) using ASNE and bioremediation. Inspected installation. Prepared excavation and cost reports. Expert Witness; Confidential Client—Discovered evidence of substantial fraud against client by previous consultant, based on initial review of client's files for a convenience store in central Florida. Estimated and documented fraudulent invoice transactions. Supported legal counsel's securing an expedit- ed civil judgment against the consultant, who was at the time missing. In- volved the Florida Department of Law Enforcement. Provided them with spreadsheet tabulations and other evidence of false fees. Subsequently. the "consultant" was extradited from Louisiana. prosecuted. and sentenced to prison. Expert Witness; Petroleum Contamination Site, Burda's Amoco— Provided expert witness testimony during lawsuit between pollution insurance company and a tank-testing contractor from Pasco County, Florida.Testimony addressed fuel system testing requirements. subsequent contamination assess- ment activities by others. and appropriateness of scope of assessment by others and its costs compared to standards and practices in effect at the time of the assessment. e EnriwY eortnatig 3 TartnoloAY,Yie P.WAUI.YA.XG\CIY OFSUNNY ISIESNAPPENDICES1AMRAM.DOC-043012- CHARLIE T. MEDINA Senior Associate Engineer Project Assignment: Support Services Design Engineer; RAP, Racetrac—Developed the RAP for Racetrac No. 562 in Palm Beach County. Florida. utilizing low-flow biosparging system with an option for bioaugmentation. for remediating low-level groundwater petroleum- based contaminants. Task Engineer; Wastewater Services, Watson Laboratories—Assisted the project manager onsite in terms of wastewater quality testing. parameter moni- Education Loring, and performance evaluation of the existing wastewater treatment plant in 1\1.5., Environmental Engineer- Fort Lauderdale. Florida. Performed wastewater ozonation pilot test/study and ins—Drexel University. 2004 coagulation test for different types of coagulant. Interim operator of wastewater ' B.S..Chemical Engineering treatment plant operation and maintenance(O&M). University of San Agustin. Phil- ippines. 1996 Task Engineer; Marathon Petroleum—Facilitated the permitting of bulk plant facility mechanical and piping installation at the site in Fort Lauderdale. Florida. Modifying construction plans using AutoCAD. Registrations Design Engineer; Petroliance—Developed the petroleum bulk plant design OSHA 40-hour HAZWOPER and prepared the construction drawings utilizing AutoCAD. Assisted the engi- training neer-on-record in permitting the bulk plant construction in Miami-Dade Coun- ty. Florida. Philippines ' Design Engineer; Petroliance—Developed the petroleum bulk plant design and prepared the construction drawings utilizing AutoCAD for the facility in Brevard County. Florida. Areas of Specialization Project Engineer; Jlaroone Ford Dealership, Autonation—Developed the Soil and Groundwater RAP utilizing air sparge/soil vapor extraction (AS/SVE) system for remediat- Contamination Assessments: ing groundwater petroleum based contaminants at the Maroone Ford dealer- Construction/Installation, ship in Palm Beach County. Florida. ' Operation, and Maintenance of Remediation Systems: Phase UII Project Manager; Groundwater Monitoring, FDEP Preapproval Pro- Environmental Site Assessments: gram—Conducted quarterly post remedial action groundwater monitoring.Operation Developed the design and construction drawings of Indian River Oils petrole- um bulk plant facility in Fort Pierce. Florida, including the open air fueling station, concrete parking area, and asphalt driveway. Provided bulk plant con- struction oversight. Developed the RAP by source removal and chemical ' treatment, and provided field oversight during the remediation activities. Other activities included bid document preparation. facilitated the bidding process. subcontractor management, field events scheduling, sampling. FDEP interac- tion. technical oversight. and reporting. Task Engineer; Amoco Sawgrass, Chartis—Responsible for the O&M of the AS/SVE remedial system in Broward County. Florida. Prepared technical O&M reports associated with the remedial system activities. Assisted engineer in developing the RAP. by providing engineering design. mass calculation. cleanup time calculations, and construction drawings. Developed the RAP modification for the remediation of contaminants in the intermediate zone. Prepared bid documents and facilitated the bidding process. Coordinated engi- neering activities with contractors and associated agencies. Provided remedial system construction oversight. Field Support; SFWMD—Performed field oversight during the lead/casings remediation activities at the Southern Golden Gates Estates gun range areas identified by the District within the Picayune Stand State Forest in Collier County. Florida. Developed the gun range corrective action report. Emtompental Comp 6 technologs Inc PNPAUI.VAx41CnY OF SUNNY ISI.FSUPPENDICF"_SIRESUIMFS SUN lSIS.DOC-443012 CHARLIE T. MEDINA O . Page 2 Engineering Support; Soil Inversion, SFWMD—Performed field oversight during the chlordane soil inversion activities at the Southern Golden Gates Es- tates in Collier County. Florida. Prepared the GIS mapping data for the chlor- dane sampling areas and areas to be inverted. Worked closely with principal engineers in the field. Contributed in the preparation of the soil inversion re- port by providing GIS and AutoCAD figures. Engineering Support; C-9 and C-11, SFWMD—Developed the GIS map- , ping data for the soil sampling location in Broward County. Florida. Per- formed field soil sampling for selenium. Contributed to the preparation of the soil sampling report by providing GIS and AutoCAD figures. ' Engineering Support; L-6 Canal,SFWMD—Provided the GIS mapping da- ta for the canal sediment sampling in Palm Beach County, Florida. Contribut- ed in the preparation of the sediment sampling report by providing GIS and AutoCAD figures. Task Engineer; Remediation System, Petroleum Products Corporation— Performed regular operation and maintenance (O&M) and system optimization of the water treatment system and bioslurper system of the largest Superfund site in South Florida. The major components of water treatment system consisted of chemical reaction tank. diffused air flotation, bag filters. activated carbon tanks, chemical tanks. centrifugal pumps. and chemical dosing pumps. The bioslurper system consisted of two 25-horsepower liquid ring pumps. oil-water separator. air-liquid separator. centrifugal pump. progressive cavity pump. and diaphragm pumps. Prepared technical reports. Task Manager; First Coast Energy—Provided field oversight and documen- tation during underground storage tank (UST) upgrades. spill bucket replace- ment. piping replacement. and source removal. on various Shell Stations locat- ed in Palm Beach and Broward Counties. Florida. Performed OVA readings and collected soil and water samples for laboratory analysis. Prepared tank closure reports. Engineering Support; US Sugar Acquisition, Professional Services Indus- tries/SFWMD—Performed Phase I environmental risk assessment on the US Sugar Clewiston Mill and Bryant Mill. Worked closely with the principal en- gineer to identify areas of concern and prepared GIS maps. AutoCAD figures, tremble programming. and technical reporting assistance. ' Environmental Technician; Multiple Clients—Field work tasks include sampling groundwater monitoring wells according to FDEP quality assur- ance/quality control (QA/QC)protocols and performing groundwater elevation measurements, elevation surveys. and abandonment of monitoring wells ac- cording to SFWMD protocols. Oversee the drilling and installation of groundwater monitoring wells to evaluate onsite contaminant plumes. Respon- sibilities include real-time measurement with the use of an organic vapor ana- lyzer equipped with a flame ionization detector (OVA/FID) and split spoon sampling for projects located in Miami-Dade. Broward. Palm Beach. and Sar- asota Counties. Florida. 1 I blriurrnenszl Consulthg 6 Tech',0UgK Inc P1Pwu1.YA\OcCT'OF SUNNY IS LISNTFNDICYSRF_SUMFS SUNYISIS.DOC-04)012 ' DARREN L. STOWE, AICP, LEP O Principal Scientist Project Assignment: Planning I Project Planner; Transmission Line Siting Act-Willow Oak to Davis, Tampa Electric Company—Project planner and land use expert witness for a 30-mile. 230-kV transmission line through three different municipalities.' As- sisted in route selection and public outreach. Testified as a land use expert be- fore the Florida Administrative Law Judge. Project Planner; ESA, Southern Company Services—Project planner and I Education B.S.. Biology—Cornell Universi- land use expert for a proposed integrated gas combined cycle electrical power plant: a surface lignite coal mine: and linear facilities including a natural gas ty. 1975 pipeline. transmission lines. and a pipeline for sequestered carbon dioxide in Graduate Study. Urban and Re- Kemper County. Mississippi. Responsible for preparation of the land use. so- gional Planning—Florida State cioeconomics. environmental justice. housing. and transportation sections of University. 1990 the Department of Energy's environmental impact statement. I Project Planner; Transmission Line Siting Act-Miami-Dade County, Florida Power & Light Company (FP&L)—Project planner and land use Registrations expert for approximately 140-miles of 500-kV and/or 230-kV transmission American Institute of Certified line through eight different municipalities. Assisted in route selection and Planners public outreach. Prepared appropriate sections of Chapter 9 of the SCA for INSTEP Licensed Environmental development of two new nuclear electrical generating units. Professional. No.91 I Project Planner; Transmission Line Siting Act-Morgan Road to Zeph- yrhills North, Progress Energy—Project planner and land use expert for a 40-mile. 230-kV transmission line through two different municipalities. As- ' Affiliations sisted in route selection. Florida Environmental Assessors Association(past president) Project Planner; Phosphate Mining Land Use Approvals, Mosaic Ferti- SunCoast Chapter of American lizer, L.L.C:Reviewed applicable comprehensive plans and land develop- I Planning Association ment regulations for Hillsborough. Manatee. and Hardee Counties, Florida. Prepared land use documents and presented expert witness testimony in quasi- judicial proceedings. I Areas of Specialization Phase I/II Environmental Site As- Expert Witness; Land Use Planning, Multiple Clients—Presented expert As- sessments and Other Due Dili- witness testimony in support of mining ordinances in Lee and Citrus Counties gence Investigations. Peer Review, and in support of phosphate mining projects in Hillsborough. Manatee, and I Planning and Socioeconomic As- Hardee Counties. Florida. Testimony included compliance with comprehen- pects of Site Certification Applica- sive plans (state. regional. and local) and consistency with local ordinances tions and Certificate of Public and land use codes. ' Convenience and Necessity Appli- cations.Comprehensive Plan Project Planner; Phase I ESA,Sargent & Lundy—Due diligence investiga- Amendments. Expert Witness for tions of an approximately 3.200-acre property in Taylor County. Florida. pro- Land Use and Socioeconomics posed for development by the Florida Municipal Power Authority as a solid I fuel power plant. Prepared a comprehensive plan text amendment and amend- ment to the Future Land Use Map. Provided oversight of subcontractors for roadway/railroad alternatives and archaeologicaVhistorical resource surveys. Prepared land use and socioeconomic portions of SCA. IProject Manager; Comprehensive Plan, City of Ocala—Responsible for reviewing City of Ocala's land use designations and zoning to update the I comprehensive plan. The primary focus of the update was to review and in- corporate policies related to protecting groundwater from contamination by hazardous wastes, identifying and protecting wetland areas. identifying and protecting threatened and endangered species and habitats, and the identifica- I tion and delineation of karst-sensitive areas. The findings of the project were presented at a public hearing. I ] Aligh II Consultig 4T X1¢ MAUL YANtI\CrrY OF SUNNY ISLESIAPPENDICFSRESUMES SUNIISLS.DOC-043012 DARREN L. STOWE, AICP, LEP OPage 2 Project Manager; DRI Services,Shimberg-Cross—Performed DRI services for the Fishhawk Ranch Development in Hillsborough County. Florida. Regu- latory approvals were granted for the 5.000-acre primarily residential devel- opment, including gopher tortoise relocation plans and conservation ease- ments. Project Manager; DRI Services, Robert E. Wooley—Performed DRI ser- vices for the Parkway Centre in Hillsborough County. Florida. Regulatory ap- provals included a comprehensive plan land use amendment and mixed-use zoning. An onsite active eagle nest was incorporated within the project limits to the satisfaction of numerous regulatory agencies. Conducted wetland delin- eations for approximately 20 separate onsite wetland areas. Project Manager and Principal Planner, Land Management Plan, Hills- borough County—Prepared a land management plan to incorporate planned 1 county facilities. including a regional wastewater treatment plant. a sludge treatment facility. a regional park with recreational facilities, a potential high school site, roadway infrastructure and wetlands restoration. Successfully ob- tained a conditional use permit for the proposed facilities in Hillsborough County. Florida. Project Manager and Principal Planner; Cone Ranch Land Management Plan, Hillsborough County—Prepared a land management plan for a north- eastern Hillsborough County tract proposed as a wellfield. The plan investi- gated potential impact from an adjacent phosphate plant and reviewed poten- tial revenue generating land uses. ' Project Manager and Principal Planner; Sydney Mine Land Management Plan—Incorporated reclamation objectives into a land management plan for a portion of the Sydney Mine. Reviewed future roadway plans and the compre- hensive plan for long range land use utilization possibilities after successful reclamation. Project Planner; Lowe's Home Improvement Center—Phase I and II ESA. permitting for construction on a former landfill. and post-construction moni- toring in Tampa. Florida. Assessed extent of impact associated with the burial of solid waste. Oversaw post-construction monitoring of landfill gas genera- 1 tion and groundwater. Senior Scientist; Due Diligence Assessment. Confidential Client—Provided 1 consulting services to assess potential contamination/non-compliance liability issues associated with electrical generation power plants (coal. oil. and natural gas). There were two fossil plants in Maine and Montana and four plants in Connecticut assessed for bidding purposes. 1 1 1 1 CVT Erwittrrnettal Conm4thgbItchnology Inc PAPAU1.YAXOCrrY OF SUNNY ISL S1,SPPENDICFSIREsu3MES SUNYISIS.DOC-0130I2 1 1 1 1 1 1 1 1 1 1 APPENDIX B 1 REPRESENTATIVE PROJECTS 1 a 0 1 B 1 e 1 • I GAINESVILLE DEPOT PARK BROWNFIELD 1 REMEDIATION AND STORMWATER ENGINEERING CONSULTING SERVICES It HIGHLIGHTS: f� • Phase I environmental site assessment • Wetlands delineation and mitigation I . Planning and permitting • Threatened/endangered and listed • Special environmental studies species surveys • Attend meetings representing the city • Coordinate with environmental agencies I .I Contaminated soil/sediment assessment for the city • Stormwater design engineering ■ Remediation of contaminated soil and • Park design and construction sediment I _ • Remedial action plan • Construction management The City of Gainesville was awarded a .‘ Regional Brownfield Pilot project grant in IV-.. *^ % �� � � : V 1997 by EPA, Region 4. The brownfield site, ; f, et, -~ ---- �� .;v'v�� 'Wi* � e-4.. - F �"� located in the vicinity of Depot Avenue in • . e�ry�Oft' I Fr_ ... v • +a�( downtown Gainesville, consisted of a 32- ,w,. "_ • �.,�� 2' ; .0 _ 1pq s.. ""A.s..k "a ar-ate ii-L-S,"�' 'F" I.je arra- acre tract of land with several landowners ' :�e -a :r- .t+- fir and several former sources of contamination •b•_-‘ �`?' -:a tt. _.� . - *ab .A,- A, e II (gas stations, cement plant, other industrial Artist's Concept of Completed Site operations, petroleum tank farms, Imanufactured gas plant [MGP], and potentially others). The primary contamination source at the site was coal tar residues from the former MGP. ECT was awarded a contract to characterize the complex site, identify the various sources of contamination and extent of soil and groundwater contamination, and prepare a remedial action plan (RAP) to remediate the site. In addition, the city wanted ponds I designed for the site to capture and treat stormwater from an 89-acre area in downtown Gainesville. When all remediation is completed, the city also plans to convert the area into a park site with I landscaping, cycling, walking, and jogging trails; a museum in the old train depot building; and other amenities. Due to the complexity of the site, including the funding sources, ECT has completed many tasks at the site since 1996. These tasks include the following. ' Under Task 1, ECT completed a Phase I environmental site assessment (ESA) of the site in addition to completing all of the required studies necessary for obtaining an environmental resource permit. These I studies included wetland delineations, rare and threatened species surveys, tree surveys, archaeology surveys, etc. $48,281 1 Under Task 2, ECT installed monitoring wells, collected soil and water samples, and completed contamination assessments and risk assessments to determine the extent of contamination and define soil cleanup target levels (SCTLs) for this very complex site. Task 2 was completed in 2005 at a cost Iof$942,276. Under Task 3, an engineering feasibility study and an alternatives analysis were completed and I submitted. ECT presented reports of all of the work items during several public hearings and meetings with various stakeholders. Task 3 was completed for a cost of$236,984. 1 Under Task 4, a preliminary RAP was prepared and submitted. The remedial action was selected by SI C / PROJECT PROFILE O CjUSERSIYANG APPDATAlLOCAI.IMICROSOFTWINDOWSITF.MPORARY INTERNET F1LESICONTE.NT.OUTLOOK\OZXSGJQX SUMSL-PROI.DOC-043012 D the city, Alachua County environmental agency, and the Florida Department of Environmental ProtectionP, with participation by ECT. The total cost for Task 4 was $134,343. RAPs were also prepared for separate phases of the project. Under Task 5, the cost to complete was $254,838. Under Task 6, remediation, the first phase consisted of excavation and remediation of soils and contaminated groundwater associated with the • Akira Wood site. Coal tar impacted soils (1,914 tons) were removed and transported to an approved landfill. Contaminated groundwater (188,000 A . gallons) was disposed of in the city's wastewater treatment plant (WWTP). `�•` During the next phase, 4,856 tons of petroleum-contaminated soils andFgli al- 100,000 gallons of groundwater were removed and treated. The t�Cc�• �` �1 groundwater treatment system consisted of sand beds followed by activated carbon. During the next phase, excavation of the westernmost . - - �r stormwater basin, a total of 5,700 tons of soil contaminated with petroleum and coal tar residues were transported and disposed of at an approved Contamination assessment landfill. Over 9 million gallons of contaminated groundwater was treated onsite by sand filtration and activated carbon prior to disposal in the city's WWTP. Task 6 work was completed in 2006 for $511,902. Under Task 7, the RAP for the next phase was submitted to the State for approval. This plan called for the excavation of petroleum- and coal tar-contaminated soils followed by onsite thermal treatment. It was estimated that 170,000 tons of soil would need to be treated. Contaminated groundwater at the site was proposed to again be treated by sand filtration and activated carbon system. A National Pollutant Discharge Elimination System permit was prepared and obtained for discharging a portion of the treated effluent to Sweetwater Branch and subsequently to Paynes Prairie. Additional effluent was planned to be discharged to the City's WWTP. It was estimated that 30 to 40 million gallons of contaminated groundwater would require treatment. $809,252 ECT subsequently initiated a pilot scale test to evaluate the effectiveness of the thermal treatment system. The pilot testing failed due to the extremely high BTU content of the contaminated soil. The treatment method proposed in the RFP was modified to include excavation and hauling to an approved landfill. ECT is currently completing remediation at the Poole ;� >•- Roofing area and to the south of Depot Avenue. The area ►• � e••=. being remediated has been excavated to a depth of 50 feet. �� • � `" The remediation area is dewatered through 106 wells • surrounding the area at a pumping rate of 300 gallons per >• ' ` '2- , minute (>432,000 gallons per day). An additional .> f•..l-- • E`'� dewatering pump has also been installed to remove excess ,• -‘••••&-;-_'z ... �'' seepage from a sump constructed in the main excavation `1!' g , area. Water recovered from the dewatering system is r e j r� f .• �' a - . t 1 sw•processed through sand filters and activated carbon prior °1,, � to discharge to Sweetwater Branch. Contaminated soils removed from the site are transported to an approved landfill for disposal. The cost of this phase, including additional remediation and lake construction to be completed south of the current site, exceeds $17,000,000. II C / PROJECT PROFILE CIUSERSUYA.\GIAPPDATA1LOCADMICROSOFT INDOWSITEMPORARY INTERNET FILFSICONTENT.OUTLOOI(IOZYSG'IQXISLINISL-PROI.DOC-0i3012 1 Throughout the project, ECT has subcontracted the installation of monitoring, remediation and dewatering system wells, collection of soil samples using a Geoprobe, and the analysis of samples. Current subcontracting includes excavation of contaminated soils and transport to an approved disposal site. For items (contaminated soils) transported offsite during the remedial phase, the site supervisor is responsible for proper manifesting and obtaining any permits that may be necessary. All work has been completed in compliance with the ECT site-specific health and safety plan and the State QA/QC guidelines. Tasks have been completed at this site at Level D protection. ECT is also providing final engineering designs for the Depot Avenue reconstruction and construction oversight during the final remediation and restoration phases. The ultimate goal for the site is remediation, restoration, and conversion into a park that will treat stormwater and also provide a recreation hub to help revitalize the city's east side. oWater Resources As an integral part of the site restoration, ECT was tasked to design a regional stormwater park. ECT engineers performed a thorough inventory of downtown Gainesville to determine potential offsite areas for inclusion in the regional treatment system. Upon completion of the inventory ECT engineers developed a basin plan and model using EPA SWMM. The results of this plan demonstrated that the park would have the capacity to treat runoff from approximately 89 acres of downtown Gainesville, with runoff from 47 acres flowing to the park through the storm sewer system and runoff from the ' remaining 42 acres re-routed from the adjacent Sweetwater Branch Creek. The park itself will consist of a treatment train approach. The first step in the treatment train will be pretreatment provide by a 10- by 16-foot second generation baffle box. The second step in the treatment train process will be performed by two wet detention ponds in series. These wetland ponds ' are connected by a braided wetland stream that will provide additional water quality treatment. These ponds will be lined to prevent potential groundwater contamination from entering the ponds. Lastly, the water will flow through a preserved onsite wetland for the final step in the treatment train. $294,362 (to date) I • I 1 1 c %PROJECT PROFILE41111..111111111. O CIUSERMA.YGIAPPDATAIIACALLWCROSOFTWI'DOWSYTE.MPORARY LVTER.S'ET BLE5 CO.YT&YL.OUTLOOKIOZYSGJQXS U\ISL-PROJ.DOC-043012 I CR-30A DRAINAGE IMPROVEMENTS I FOR THE CITY OF CARRABELLE I , HIGHLIGHTS: • Engineering planning, design and permitting ■ Coastal hazard hardening of water • Continuity of utility service through project area and sewer infrastructure I ■ Channel stabilization and sediment control • Grant assistance • Invasive species mapping and eradication ■ Bid and construction phase services - A 622 acre partially urbanized watershed within the City of Carrabelle + ar+, .e al4t .r`yy. discharges to St. George Sound, which lies within the Apalachicola _..,s� tom. • I National Estuarine Reserve. Within this watershed, the City has � t.�` w. r --4 `... experienced chronic erosion and sedimentation problems, resulting in w 't '-_„,...u.,;‘, cr,J formation of a large sediment delta in St. George Sound. Additionally, . ' ''c_ ` ^ ' ,`�. -1 over time, erosion has contributed to channel destabilization and ;,,,,..' 4$ failing drainage infrastructure associated with a double 60-inch SM 7 I g corrugated metal cross-drain under Gulf Avenue (CR-30A). Under its J ;" ,r I continuing services agreement with the City of Carrabelle, ECT was } 'is A'*"' ^'`1 retained to provide engineering design, permitting, bidding assistance, �`, ? ...w'..,',; construction administration and environmental consulting services to - / r ;.`''•' '•;-, 1 I assist the City in developing and implementing solutions to these ' '. problems. 4 ";,� N ' _ M I ECT assisted the City of Carrabelle with the preparation of a successful application for a construction grant under the Florida r" ,04 ' 4 <a.- Forever competitive grant program administered by the Northwest s 4� , c" r I Florida Water Management District. After the grant funding was ka•s ` rte °i " ` 55 secured, ECT provided design, permitting, and construction phase y;,,i services for the following improvements: =::::•st:. 24' • Replacement of a failing double 60-inch corrugated metal . `� >- '_ cross-drain system under CR-30A with a new headwall, ..,,__—_•:-. "4--:--;.--5.--;- , endwall, and sheetpile system; new 60-inch reinforced ' r, j Z" concrete cross-drain pipes; and armoring enhancements. •1-•-* • Strengthening critical infrastructure against coastal storm 3s : - , ,c: Ihazards by replacing existing PVC sanitary sewer forcemain, vacuum sewer, and water main pipes in the >..<' ` ` project area with ductile iron pipe. ° ter. ems , r.1=11�..1rr+� � '1� 4 • Drainage channel stabilization and armoring, creation of a ''- ^:' - er'il.a 1 quiescent pool for sediment removal upstream from the ‘19-!--‘-•...r1.. '':-• cross-drains, and provision of a stabilized equipment ;.a;,.;; • ,•1r,77r�j•;,-*.-,r .. access driveway for periodic maintenance sediment •!,-4•2_,/4?.. .,4 :�� • removal by the City. Si:r • Removal and treatment of invasive plants (giant reed— ,ge s; . . .�_:. Arundo donax) located south of the CR-30A cross-drain followed by re-vegetation with native species. I _ _ Oc / PROJECT PROFILE GIUSFRSUYA.\GUPPDATAV M4LI,WUROSOFTK'I\Ww51'fEMpORARY LYIFA,�tT FlIFSY'O\TE.YT.OVTLOOIC70Z\SG1WSU\'ISLPROI.000-0f701: I AVENUE C DRAINAGE IMPROVEMENTS I FOR THE CITY OF CARRABELLE . - t HIGHLIGHTS: I . Engineering planning, design and permitting ■ Localized flooding relief - ■ Replaced dry detention with wet detention ■ 27.5-acre urbanized treatment area ■ Bid and construction phase services ■ Grant assistance ■ Sediment control ■ Ecological services ' I The City of Carrabelle experienced chronic problems with sediment Pill � , buildupleadingto obstruction of a cross-drain under Avenue C, and ` � j --di associated localized flooding problems in a fully developed urban -A,6,-±4§.- .' �„ :W f, I/ I watershed. The problem was made worse by the fact that the cross- ,, „_ drain was located within FEMA's designated 100-year floodplain. - -C % s. 45',- f rICATI 1,:i Under its continuingservices agreement with the Cityof Carrabelle, " 54, g a,��• ,, I ECT was retained to provide engineering design, permitting, bidding ; t ,, " e °va,,,; ' assistance, construction administration and environmental consulting ?L.' `i -p1.0-..1e;_ _ '_1•,.,"% services to assist the City in developing and implementing a :' r" f` '`�' 1 stormwater retrofit project to address this problem. ECT assisted the City of Carrabelle with the preparation of a I successful application for a construction grant under the Florida Forever competitive grant program administered by the Northwest Florida Water Management District. After the grant funding was i • ,-,. '1 Isecured, ECT provided design, permitting, and construction phase �j services for the following improvements: r- 1. 1 1 • Retrofit of the existing, partially obstructed Avenue C "-- i cross-drain to inhibit sediment transport, including soft armoring to stabilize up-gradient areas, and provision of cs '::ir+ Ia sediment/floatables trap to protect the cross-drain ac' , `= ,rfi { against future obstruction. ` k • Construction of a new wet detention stormwater p t ac`;,t� r`'. management facility immediately south of the Avenue C j Tity •_ cross-drain, addressing localized flooding by adding . a� �! St , ., I' iiti storage volume to the watershed, and treating stormwater -ir. ' .. „ .4 runoff from a previously untreated 27.5-acre urban •- o- �a watershed. 1 I I I C�j PROJECT PROFILE O CAUSERSWANGIAPPDATALLOCALLMICROSOFTWIYDOWSITEMPORARY INTERNET FIIF.SICO.YTEN 0111100100ZNSMQXYSU\ISL-PRO'DOC-0f3012 I SOUTH FLORIDA WATER MANAGEMENT DISTRICT I REMEDIAL ACTIONS AND OTHER SERVICES FOR COMPREHENSIVE EVERGLADES RESTORATION PLAN (CERP) 1 RELEVANCE TO REQUIREMENTS: • Phase l and II site assessments ■ Metals 1 I . Soil sampling • Petroleum • Water sampling ■ Firing range assessment • Phase Ill remedial action plans ■ Ecological risk assessment ; 1 t ■ Large acreage properties ■ Pesticides ■ Phase IV remedial actions/remediation I 1_:.L._. -===_ =#= �`-- - - - _ _ - — - - - ECT has performed Phase I and II environmental site — — — — -__ — _ _ _ uud OLn4Ot AND STORAGE van assessments (ESAs) and Phase III and IV remedial action ,tet /-•.1:•113:11.ral a`-PS I planning/remediation, with accompanying screening level , ecological risk assessments on properties acquired for -t; inclusion in the Indian River Lagoon Project Area and other 1 areas of the CERP. Phase I ESAs were completed at more �"� than 15 sites that ranged in size from 300 acres to more than • 55,000 acres of agricultural property primarily consisting of t, I citrus cultivation, but also with historic row crop 3 cultivation. "II1^ { P Y4a tr• I • f \ -• -• ECT subsequently completed Phase H ESAs of numerousset cEmusI \---�� R.a�� parcels located in Palm Beach, Collier, Martin. St. Lucie, -=- CULTIVATED AREA_ — — — _- and Hendry Counties. In addition to using grid patterns for -- — ,, — Isampling within the cultivated grove areas, point source - — „, ,, o,,,,,ta„w_ — — — — - (discrete) samples were collected in areas of concern Iassociated with canal sediments, mix and load areas, tank storage areas, pole barn locations, pump stations, and burn areas. Areas of concern were identified both through interviews with site representatives (landowners or site managers) and through onsite observations. In addition to the usual analytical suites, organochlorine and organophosphorus pesticides, chlorinated herbicides, target I metals, and petroleum parameters were added as analytes at the pump stations; and carbamate analysis was added for areas where Sevin® had been used. An ecological risk assessment was conducted for I each site after completion of the Phase II ESA investigations. ECT prepared Phase III remedial action plans for several large-tract parcels. Phase IV remedial actions I currently underway have included point source (contaminated soil removal) at pump stations; soil inversion for 66 acres of contaminated soils at the Southern Golden Gate Estates site; removal and disposal of 32,000 tons of petroleum-impacted soils at the Woerner Turf Farm; and source removal, 1 pumping, and aeration of contaminated groundwater at the other sites. I 1 /� a %PROJECT PROFILE ICAUSERSUYANGIAPPDATAUOrAII.MICROSOFTWINDOWSITEMPORARY LNTER.L'ET FLESCOYIEVT.OU LOOKOZ22'SG7QX\SUNISL-PROI.DOC-043012 I DEPOT AVENUE—SEGMENT 3 I DESIGN AND CONSTRUCTION MANAGEMENT SERVICES t I HIGHLIGHTS: • Roundabout traffic design • Multi-use trail design IIIUrban retrofit project ■ Storm water design f ri I I . Multi-agency coordination • Utility relocations • Construction administration/inspection ■ Pavement design -1 . ECT provided final engineering r qy! ,.ail Pi rl , •.- p. design services for the redesign ran, 1. ..--a...: _t-et i i t �'t - w ' I and construction of a segment of lei:i : I Ih , Weircr ( .. f ? Depot Avenue from Southeast I / _ >E •T !' i� 4MP IinGainesville, Florida. Theproject f i, . •consisted of expanding the existing w: : . •-c` � ay` - .;,: ' two-lane roadway to include 1 � . ' `� `' • ; r� e. QAC 1 ,-- I tumlanes and medians. The project 5);-1,1,11„ ....t-t1--r.-4-.3-2,-;S• ' ' _ \ i n nyi -tr -` also included the construction of a ,!- ,T 'b,,x .�.'.i' -4 �, > 11 c] 'it•t roundabout at the intersection of fltf' tl-1 '� t 71:-.:, ,e.:n \, \lzs<�`'" 2 :4,.., I Depot Avenue and 4`n Street. The l ! ;�e Ga;"' s•-. ' •l„t ” F /" 1 Hawthorne/Depot muti-use trails 1 * �. rh� r were also incorporated into the ��� s1r� ` ,, •14VERUESE�MENT]R04DWAY PROJE�CT�yy�t�t4 `9 (,Sf�� «4 �,w�_.: ']• YAMSIRE£1N SWMFJSI]M SiFfEI-�R#` !:_�i +' r\ iL�I�.�l��`>R:•' project. The expanded roadway required the redesign and modification of the existing stormwater system. The redesigned stormwater system was directed to the proposed regional treatment stormwater park that ECT is currently I designing. ECT also obtained all of the necessary site and environmental permits for the project. Utility coordination proved to be a challenging aspect of the project. The old roadway utility mapping was incomplete so the project required in-field modifications to deal with the newly discovered Iutilities. ' " ,;. ECT worked with the city to prepare and r. i coordinate a maintenance of traffic plan that - `, ! '- would not only meet the Depot Avenue ,; I r f '"' Project needs, but also assist other projects ,1 �"--" - '' < • � also under construction. X4¢k., < . % yrs F I • • q C •Yi01 ,ma * C a- ti. -' ---- s -152 .. .1' 4Y2e�_c4 � f✓i it I �. F Looking east at roundabout II ��j%PROJECT PROFILEIllANINIMIIIIIIIIMIIIIIIIMIW O CIUSERSVYANMAPPDATA LOCALIMICROSOFTWINDOWSITEMPORARY INTERNE]FUF_STCONTE\T.OUTLOOKlOZNSGJQAISU\ISL-PRO!.DOC-1143012 I BILLY CREEK FILTER MARSH PARK HIGHLIGHTS: I • Stormwater management • Bids and specifications ■ Design engineering ■ Construction management ■ Wetlands delineation/remediation • Construction drawings I ^ • Park amenities • ■ Water quality monitoring Reduction of nutrient loading • Reduction of solids loading I The Billy Creek Watershed, approximately 12 square miles in size, is located within the , northcentral portions of the City of Fort ".,.,n.tn ' '' I '< `; r - ', P Myers' corporate limits. In the past, many TMAM '^� rCif,,O `m `, )�`," deep, narrow earthen channels and subsurface il'.mm.c.`R"' '/j; r zJ gli • 1,N� 171,A0``I;/ oarncness drainage piping systems were installed in the amHAMMOC F -n ; t I watershed to remove stormwater as efficiently wan., , , �! r. �, � � f, �.�� as possible. Stormwater pollutants inherent �: f . {�s af�aJ..) 14:-:"Ar. r.�?J with local land use activities were also a, °=�' f- ',r. 1 transported and discharged, without any q� `� ,_; attenuation, absorption, or assimilation, into ,, ` o:. �f>l !..e7,r id `, . ..� the natural systems of Lower Charlotte ft1' I Harbor. JtP �`. . ECT was contracted to provide engineering •1-- r I design, construction management, monitoring, wetland delineation, wildlife surveys, wetland planting designs, and other consulting services for the Billy Creek Filter Marsh Park. The project, a 56-acre water quality improvement facility, includes I cycling and pedestrian trails adjacent to the Billy Creek canal. The filter marsh system consists of a control weir structure which diverts flows from the channelized portion of Billy Creek, one 6-acre lake, two 4-acre filter marshes, and restoration of an existing 12-acre cypress hammock. The system I was designed to flow through the lake, thence into the filter marshes and cypress hammock, and return to Billy Creek under normal seasonal flow conditions. In addition, the filter marsh park is wholly contained within the 100-year floodplain and increases the over bank storage volume, as well as. I include a pathway, which will meander through the filter marsh park for recreational (pedestrian and cycling access) and environmental education purposes. I The lake provides for removal of the suspended solids and sediments. The wetland marshes provide for the removal of nutrients including nitrogen and phosphorus, and also heavy metals. An annual or bi- annual maintenance activity removed the accumulated pollutants from the facilities and a monitoring I program measured the specific level of success of the facilities in polishing/improving water quality. This project was consistent with goals and objectives of that identified as "Priority Waterbodies" for the Lower Charlotte Harbor by the South Florida Water Management District and the City of Fort Myers stormwater management plan. I ILV/ PROJECT PROFILE ea a 1 Y.'FTPOISCIP INE\Y'ATERIPROFBFS VIAFFM-B W YCRK DOC-030912 I I LAKE GIBSON MASTER PLAN AND SOUTHWEST DRAINAGE BASIN STORMWATER MANAGEMENT SYSTEM RETROFIT IHIGHLIGHTS: t • Hydrology • Ecology analysis ■ Modeling • Engineering analysis ■ Development of BMPs • Water quality • Analysis of municipal infrastructure ■ Storm water - I Lake Gibson, a 489-acre natural lake, is one of the 4 a\-PC-Fk re J4 Y 1 ' , , :-. 38-named lakes in Lakeland. Lake Gibson is unique it 7 f a yi�,k4 ti- r in that it has excellent water quality and supports a -FRS g. w�* r-- . + r, I well-balanced fauna. Due to the uniqueness of the .f°4+ d�'�`v'Nv ' St ''?•'i4}41 lake and the difficulty in remediating nutrient- rry'�.�°�.�� JJ' u0itt �i}[4 `tip 4r ' 't^ bv' 1, t A�a'�.% enriched waters, the City of Lakeland decided to i� ,4 i - ✓rx+ ; Y., ,, I take a proactive approach to reduce nutrient loading t ` xi 4 't' ` S Sir to the lake. This project entailed developing a r;� yi1. JrT �' �it y 'r 1 c E : stormwater management plan to identify and evalu- Ii`Rf+. ' C '1 ;' _� Iate source reduction and source control practices toLake Gibson i. 'r reduce the sediment and nutrient loading to the lake. 4m1/4...,,..t.... ' ' - lr'. is 4:s:: ,,ry:,,D ./a' - e 1t Continued development activities in the Lake Gib- �;` -,•� 1t: son watershed over the past 10 years created an in- i> r :`�.wy,� AT J creased threat to the water quality of the lake. The bill-�54\�o +# ,' rY, ,- 111 was particularly heavy in the areas in ' %sdButnrsi 5 .' C`_ It-- the southwest part of the watershed. Land use in this +_.-;' te ; ,�c t � ?, 1 �,�� 230-acre basin is mixed. A regional mall, highway R` . -'J)�} �'�, ,* ?iy g g d • A� L. 'r`EF ; , - t I widening, commercial development, and hotel and apartment construction have all occurred in recent le—iJl =tea.. ,. , 4 7j` ';' -�.:v tX± S n:: . • IF �� years in this area. Surface runoff through the basin �+- I was channeled into a highly modified ditch/stream t 4 `�; r ' , `-" = that runs from the upper reaches of the basin in the - " r ter••- ; ! PP -P. �'} ,-_, �.� southwest to the discharge point at the lake. The ��� t`' `c3 " '' `l' '" i I extensive development of land contributed greatly to an increase in the peak runoff rates and volumes and also reduced the base flow. This has resulted in erosion of the stream channel with the deposition of eroded sediments and formation of a large sediment delta at the mouth of the stream. Stormwater Irunoff quality was documented as poor. In general this project included an ecological and engineering analysis of the stream and the contrib- I uting watershed, characterization of the hydrology of the basin, modeling of the drainage system; esti- mation of pollutant loadings to Lake Gibson from this basin, and development of a conceptual plan to address and alleviate problems the water quality, erosion, and flooding potential problems that were Iidentified by the City. ECT designed a retrofit stormwater system consisting of two off-line flow-through filter marshes and Ione off-line sedimentation basin. This segment also included a planting plan and monitorine. I / PROJECT PROFILE alla _I IV.'FTDDLSCI IJNE1WATERWROF11 SFL'LAKELVD-LAKEGmSON DOC-030912 I I 27th AVENUE STORMWATER RETROFIT PROJECT MONITORING IHIGHLIGHTS: ■ Innovative BMP development • Grant funding-319(h)EPA • Construction document preparation • Multi-BMP approach I C • Environmental Resource Permit • Water quality monitoring and analysis c. • Construction administration ■ Circulation study of receiving water IThe 27th Avenue stormwater retrofit project was construct- t tilt, l;'W.r j. s. • _ . ed to treat stormwater from a 20-acre urban/ residential ar- rIlif ; ,�,c d i:_ li e9.itrA I '.' ea along 27th Avenue in New Smyrna Beach, Florida. His- rill i; l�' ?`4 19 1`i xu „t, °d — 11 r 1 torically, stormwater from the area discharged directly into 4 )Er 4- ---la ' 'c:. .x;4;; ` '�} the Indian River Lagoon (IRL). To reduce pollutant load- " - ings of suspended solids and nutrients to the IRL, the city ! -i contracted ECT to design the stormwater retrofit project in 7 H a I- ;:..,t,„:1 `=y 2006. ECT used innovative methods to deal with the high- !_ 'i i,s i _ water table, low ground surface elevations, and tidal condi- i ,,S.,.-1111 r I I. t 1 I tions in the receiving water body. The primary objective = tt—z : was to reduce non-point source pollution to the IRL by re- . , r ;ifacaaa•-` ° taining stormwater in the upland zone, immobilizing con- 1 taminates, allowing suspended solids to settle out. This A typical sampler setup in 27th Avenue maximized infiltration, thereby mimicking the natural hy- stormwater monitorino site drologic path of rainfall to groundwater, and ultimately to the estuary through seepage. I The retrofit project was composed of two components, a sediment pond with a trash collection screen and a bermed offline retention area. Floating debris and trash are collected by the trash screen and sed- I iment is captured in the pond. When the water level in the pond reaches an elevation of 4.0 ft, water overflows to the bermed offline retention area through an inlet control structure and a 15-inch HDPE pipe. A flap gate was installed to prevent backflow to the sediment pond. The pipe is buried under a I multi-use trail that separates the pond and the retention area. The bermed retention area was designed to take advantage of the existing site topography, minimize clearing, and preserve as much natural hab- itat as possible. IAfter construction, ECT assisted the city with the quality assurance project plan (QAPP) and per- formed water quality monitoring. ECT used ISCO®Avalanche Automatic Samplers to collect samples at the inflow and outflow pipes. The samplers were enabled by a rain event greater than 0.25 inch. A I total of seven storm events were sampled between 2007-2008. For each storm event, composite sam- ples were collected for a period of 2 hours. The samples were analyzed by a NELAC-certified analyti- cal laboratory. Results showed that the treatment efficiency of the system was 89 percent. I I IEC/EC7 PROJECT PROFILE e) Y.^FIPOISCIPW2lWATfliWROFIIFSUIWSB-3JIHAVE DOC-030912 I I . MOSAIC STREAM RECLAMATION IN I HARDEE COUNTY t o HIGHLIGHTS: • Geomorphic assessment ■ Mine permitting • Stream classification • Hydraulic analysis ■ Natural channel design • Stream reclamation - I ECT assisted a phosphate rock mining company. a07,: iNkt :, ,..PiuE 4 , I Mosaic Fertilizer. L.L.C., with its efforts to obtain an environmental resource permit (ERP) from the Flori- 1 `.�� rZ•„�,' '?.b� ' r� Y f rgt da Department of Environmental Protection for the �w' aqt. ti t -.k J fi "ty fa proposed South Fort Meade mine site extension in 1'k7 r st '..' 3 '�”` %' • ,..•,f , es 'z-.y IHardee County, Florida. Florida's Administrative k oy'.. _ ; ��>1, -` �x ��f Code requires applicants to prepare and submit a 44 I< " ��a 3.a✓ '�.;<_r.j conceptual reclamation plan (CRP) for mining opera- '•4i »�j was .mss, tions in conformance with mine reclamation laws. .,7 - r -Ire k�.r ';.'" Among other reclamation requirements. the CRP re- ,;.[!;:?.1.4.-. , r4 �5 .l� { a 1'& quires a stream reclamation plan that demonstrates. . :.0•Ya< ti;¢'s1d 4--9' . /r $�E I with reasonable assurance, that the applicant can cre- Dar. %:(¢W - F- t„�t ,;,; ate reclamation streams post-mining that equal or ex- ceed the quality of existing streams pre-mining. Florida's mine reclamation laws also require ge- omorphic assessment of existing streams using Rosgen's stream classification system and geo- morphic assessment methodology. ECT prepared the stream reclamation plan and personnel served as expert witness in successfully obtaining the ERP. 1 The mine site contains more than 58.000 linear feet of natural stream channels and natural chan- nels that have been channelized or otherwise altered. ECT assessed the geomorphology of more I than 60 percent of the existing stream channels at 21 cross sections. Streams were classified to the Rosgen level-two classification. In addition to the collection of cross-sectional data. the val- ley and streambed slope, sinuosity. and meander geometry were documented at the 21 cross- ' section locations. Survey data were used to develop a site-specific regression of drainage area and bank cross-sectional area for sizing of reclaimed streams. The regression was compared to other regional curves and analyzed to determine the relative influence of watershed disturbances Iobserved throughout the site. The analysis showed that land clearing, cattle grazing. historical channelization. irrigation, and I artificial drainage of agricultural runoff had resulted in channel incision and widening. Existing stream segments with observable disturbances generally plotted above the best-fit line, while less disturbed stream segments plotted below the best-fit line. This condition within the data set was I accounted for by applying a uniform 30 percent reduction in cross-sectional area as a marein-of- safety. I . LV/ PROJECT PROFILE 41111=1111.1011W a Y` WDISCBLLVENWATERPROFOES\FLIMOSNC-SIRMRECL DOC-03091' 1 1 Channel survey data were pooled and used to develop stream channel design criteria describing channel plan, profile, and dimension. Methods for creating pool and large woody debris habitat were prescribed. The frequency and dimensions of pools and large woody debris were based on actual field observations. Streambank construction techniques were also prescribed. Floodplain 8 corridor and vegetation establishment were described in the context of overall reclamation goals and requirements for the site. Hydraulic modeling was also performed to determine mean annual, 25-year, and 100-year flood- plains for pre- (existing) and post- (projected) mining conditions. A large monitoring program (17 stations) was established to determine baseline water quality for the site. ECT's ecologists delineated wetlands, performed endangered species surveys, and assisted in identifying and mapping all vegetation communities on the site. ECT's GIS group developed GIS-linked data- bases of all ecological attributes and prepared maps. 1 I 1 1 1 1 1 1 1 I I CV/ PROJECT PROFILEia ?Ct.. w Y:IFIPDISCIPL,'EIWATEMPROFLLFSFLMOSAIC-STR,nrcL DOC-030912 I I BABCOCK RANCH PRESERVE HYDROLOGICAL RESTORATION ASSESSMENT IN CHARLOTTE AND LEE COUNTIES 1- FLORIDA DIVISION OF FORESTRY HIGHLIGHTS: • Data collection and interpretation • Hydrologic assessment • • Field GPS mapping and delineation ■ Ecological analysis ■ ArcGIS databases • Wetland restoration _ ■ Multi-objective uses ■ Long-term monitoring plan Located in the southeastern corner of Charlotte cr.— b -11161111; --may-„;�F�:_ - County, the Babcock Ranch Preserve (BRP) covers '0.1,.;�4'•:. -.moi a •y� .. ' `4'., '. approximately 73,239 acres of land. Historically, the e`•6 nu:. N6=41 • o v '',':• .1_ ;� preserve has been used for timber production, row •pifo 'r • B +� y''. ' r r Icrop agriculture, the production of beef cattle, and ! p'pst4 j . It '• i. eco-tourism activities. Hydrologic systems within _ 6I r• ,$) a a', .. BRP have been altered over the years as numerous C 'j; 1/2::-,---'t ;; t . ' ' Iditch systems and surface water control structures i pJY , , t+G i= >t'D were put in place to facilitate agricultural activities. ' • � 's ~ti 1 n::.. The largest surface water flow-way on the BRP is � d'{4 ° ITelegraph Swamp that flows into the Caloosahatchee I ' • c ;u' '' ` River via Telegraph Creek. The objective of this ' ' ,•:°%i3 t tti•o'i--4' ft7S ..�g�,ATE$.'. l project was to complete a hydrological assessment r • Ci %d” I�•,y r Iand provide recommendations for the management, y' + ` *.t 6! restoration, and continued monitoring of the onsite f'$a h. 4 y i`� i `° .1 �"' =1 crnmCoSTy.' C (}-J ' 3. surface water systems in accordance with the BRP .,, tt«<ri, +.a - I Management Plan. c, v® t- b '� "I-JE 3� ® rF Subsequent to the data collection efforts, a field L _ . . La-j a'--,''I'---:;-0- Th I verification was performed and included digital photographs of significant wetlands, water bodies, flow-way features, drainage ditches, and control structures. ECT also assessed how surface waters/wetlands interact (or formerly interacted) with onsite ecosystems and off-site properties, with I emphasis on current and future agricultural management operations and the affects to these operations for management or harvest operations. In conjunction with these efforts, the GPS coordinates of significant points and linear features, along with descriptions and quantifications of the extent and I magnitude of the hydrologic alterations were determined. The existing and pre-development vegetation cover and land use was mapped using historic and empirical data, and the existing upland and wetland habitats were assessed in terms of plant species composition and functional attributes. Surveys were Iperformed to evaluate the extent of 33 previously identified invasive plant species. ECT then performed a planning-level GIS analysis and narrative of the changes in the wetland extent, I condition, surface water quality, and type of wetland plant communities resulting from the construction of drainage ditches, the filling of wetland areas, channelization, and the installation of control structures alone the surface water flow-ways affecting the hydro period and/or hydrology, and Iresulting artificial impoundments. I EV/ PROJECT PROFILE ae. a 1 Y.`FIADISCWLEt\WATER'PROFILESVITDACS-BABCOCK.DOC-030913 e ECT subsequently prepared a final report which summarized the data ��qq• "• i�" - "'.1; r �' t. ca• collection efforts and analysis conducted, provided recommendations fi:,Y tls 44- • '••'$ • ' • for the future implementation and planning of ecological and I". jl -r hydrological restoration and management efforts, including � F .,` - r (a) removal, addition, or modification of existing hydrologic structures •111144.:0 . " and site management of the surface water systems with specific ���t��� ' • �'• e. applicability to agricultural operations; (b) restoration of altered Ih'l, , 'i., • c . - `s wetlands to increase ecological quality and return natural species { ;{ ! • 1/.:- composition � = , composition and diversity (included recommendations for an invasive 'l';--i. plant species eradication program); (c) considerations related to j ' ' s in 't rc� upstream and downstream (offsite) ramifications of hydrologic ,` restoration/alterations; (d) prepared technical specifications and costs err ! estimates associated with creating a surface water monitoring plan that i will allow for the collection of surface water data in support of ,�Ai9 i. v. L'e`.ir.A. restoring and maintaining historic flows, water quality, andq hydroperiods; and (e) prepared a listing of potential sources or h`4rr. j 4, t54y3 `. �+ f.. 1 mechanisms to fund surface water restoration or improvements. I O I I 1 1 1 I I oE / PROJECT PROFILE SIMIIMINES c` 2: Y.'FFADISCIPLINE\WATER'PROFDFS UFDACS-BABCOCKD00030912 I NUBBIN SLOUGH WETLAND RESTORATION HIGHLIGHTS: I • Wetland restoration and mitigation ■ Water quality management,planning, • Remediation and removal of and implementation 50,000 CY of material • Nuisance and exotic species removal ■ Construction oversight The Nubbin Slough Wetland Restoration and Dairy IFarm Remediation project is located east of Lake Okee- chobee in South Florida. The Nubbin Slough site con- 1;': . tains a large stormwater treatment area; 435 acres of his- torical wetlands and pastureland; and the former New- , corners Dairy Farm. ," 'tAi t ?� i 0 � 'yi;rr • i A` I 'LI P`)] if. , it tr t. '•H-�T'?ns ECT was authorized by the South Florida \Vater Man- s . r I. agement District to complete the Nubbin Slough restora- �'.'' ;,` t'x.w- .' -'-:, R;iris , 1s tion. The primary objective of the project was to restore .;:-,r,;; ,,4 ,,,,, `o�, u� rr .r t top,r wetlands within the project area and restore the former w; I fi 4T'�1� 4 ,`�l Yl� n..r. dairy farm area to mimic pre-development natural condi- W.;." �' '=:rte-�-1 ;r-4. .: r', tions. A secondary objective was to maximize water Istorage and phosphorus uptake by plants within the re- ; ,; J ;-,7 ' stored wetlands. ,-9(.1,5..G.,,;;: . - 1 The design resulted in restoration of nine wetland sys- tems. as well as remediation of the dairy farm site by removing structures and regrading. Increased storage -e • — Ivolume resulted in longer stormwater detention times f'i' `e" and capture of 310 kilograms (kg) of phosphorus per :.r; 1 • '" year. The design of the former dairy farm area created a - e site that mimicked pre-development natural conditions. In addition, existing "onsite" phosphorus would be re- . --- tained within the former dairy farm site by creating an • I earthen cap over the top of former treatment ponds. Stormwater best management practices were im- plemented to capture approximately 79 kg of phosphorus per year. ECT carried out the following: • Baseline survey. I • Construction of a series of ditch plugs within grassy swales to increase the retention ca- pacity of the individual wetlands. • Remediation of the dairy farm structures and foundations and removal of nearly I 50,000 cubic yards (CY) of fill material. • Fill and grading of treatment ponds, cooling ponds and ditches with engineered fill ac- cording to Natural Resource Conservation Service Conservation Practice Standards. I • Maintenance of buffer zone to settle out phosphorus, reducing load to surface waters. • Construction of ditch plugs to create retention/detention within the dairy farm area. • Re-vegetation of regraded areas and ditch plugs with beneficial grasses. s LV/ PROJECT PROFILEt. `., �:..>� Y 1FTPDISCBII.\EIWATERWROFO.FSFLISFWAID-NUBBLY DOCX-030311 t PLYMOUTH AVENUE PARKS AND RECREATION AREAS I IN VOLUSIA COUNTY I HIGHLIGHTS: ■ Reuse of closed landfill site ■ Tree preservation ■ Regional soccer field complex • FDEP permittingI I • Extension of public water supply • Secured dog park area ■ Topographic and grading challenges ■ Closed basin storm water management - system design I This project consists of two separate recreational areas located within the site of a now closed municipal landfill. The 85-acre landfill site is owned by Volusia County, Florida, and these two I recreational areas are under the administration of the county's Parks, Recreation and Culture Department. These two areas are at opposite corners of the property boundaries, and involve separate area design, permitting, development, and use. ECT worked jointly with Bellomo-Herbert, a landscape I architectural firm, and was responsible for all civil and environmental engineering, and associated permitting through state agencies. I The 14-acre Barkley Square Dog Park provides ‘ d ` . , areas for large and small dogs, as well as for 't -t . '-J ^ fi c ' training events. This area is heavily wooded and v rcikt, I contains a small, lined pond within the large dog • , lr • I 4i} w „rzo, area. Other improvements include parking areas, . f ' '.%1„,'-'3' af t`01`+ +y'`}i`3 a restroom, benches, dog watering stations, and • 4 c"t.. :--•` ' I fencing—all in an area of varying natural , v ..We�, .'. �i`y- I t� "A• ,'i topography. Included in the park improvements '• 4 • f.- t ' Sr ' was the extension of an 8-inch municipal � =' ' J , j potable water service line. The park openedpI in f.,1 _�>*=' � ' r - -� •` the spring of 2007. + %• H l r.-.. .,-.,..- 'ti • �i � - • ._ i The approximately 20-acre proposed Plymouth •- - _ - - Avenue Soccer Park will be located both on top e ',__,•,:r. , _ . . of the closed County landfill surface and within '- �-= *..:_�� I previously undeveloped county-owned property `- - north of the closed landfill area. Site - improvements proposed on the surface of the • . Iclosed landfill area include five soccer fields. Proposed site improvements in the area adjacent to the closed landfill include a restroom building and associated septic system, parking areas, relocation and repaving of an existing road bisecting the Iproject area, and dry retention ponds for stormwater management, all in a wooded area with elevations ranging from 43 to 67 feet. Challenges included tree preservation, grading of both these wooded sloped areas and the flat surfaces required for the five soccer fields, and permitting these facilities within a Iclosed landfill area. This park area is currently awaiting construction. I Q CC%PROJECT PROFILE O ICIUSERNYAXGIAPPDATAU AT IMICROSOFIIWLNDOWSITEMPORARY LNTER.\ET FlIF_tICOVTEYT.UVILOORIOZNSG)QXCSU\'ISL-PRO/.000-0:3012 II MONTICELLO PINES PUD AND PHASE I FINAL DEVELOPMENT PLAN I FOR MONTICELLO PLANTATIONS, LLC I HIGHLIGHTS: ■ Site master planning for a 421-acre PUD ■ Traditional Design concepts • Phase I FDP for 115 acres with 133 ■ Civil engineering design for grading, Traditional residential lots paving, stormwater management, water • Traditional Neighborhood Design concepts supply, and sanitary sewer ■ Sanitary Sewer Lift Station and Force Main • All roadways and underground utilities _ • 20.5 acres of parks/green space to be conveyed to the City of Monticello ECT is providing civil engineering planning, design, and permitting services for a new 421-acre I planned unit development (PUD), and final engineering design services for a 133-unit initial phase Fi- nal Development Plan (FDP) on 115 acres of the PUD. I. Technical features of this project include the •- • e following: '1-17....S.±.....,..=.-- l4-{ _._._ • A phasing plan designating land uses - _ --- --,...."..-=7.= I for all phases of development f ifi throughout the 421-acre PUD. f • 14,300 linear ft of roadways with wa- } ' o — Iter, sewer, and drainage utilities in `4 Phase I. -_� I .I 3,200 linear ft of paved alleys with _ \ �';`O it drainage utilities. t • 8 acres of park spaces and 12.5 acres ---" ' q '\' ,: .__ I of additional landscaped areas. - o , � • A 71-lot Traditional Neighborhood .- o = Design project "core" area adjacent - +.; ' to park spaces, using reduced build- 4';�� - - ing setback lines and alley-accessed -o _parking to facilitate a walkable -. . =--- I streetscape, and variable lot widths to accommodate diversity of housing products. • Gravity sanitary sewer mains throughout the project, and a duplex sanitary sewer lift station and I 3,475 linear feet of sanitary sewer forcemain to serve 97 residential units within the northern portion of Phase I. • Six wet detention stormwater management facilities and one bioretention basin to provide water Iquality treatment and peak attenuation. • 5,100 linear feet of walking/cycling trails. • A network of bypass swales, inlets and drainage pipes for interception and conveyance of Istormwater runoff around the project area from 33-acres of offsite discharge areas. • FDOT right-of-way access connection permitting. 1 The project is currently approximately 95% final design. All of the required agency permits have been issued with the exception of FDEP sanitary sewer main extension, for which civil design is complete and client authorization of electrical engineer for I&C design is pending. z %PROJECT PROFILE O ICAUSEASIYA.NGAPPDATALLOCALLWCRUSOFTWI\DOWSIIEMPORARY ISTER.N•Er FUF.SCUYIENT OVROOMOZNSG7QXISU\'ISL-PROI.DOC-043012 I ALCOA'S FORT MEADE PLANT I REMEDIATION PROGRAM IHIGHLIGHTS: • Contamination assessment ■ Program management I • Asbestos assessment • Safety - • Remedial action plan • Permitting/compliance ■ Remedial actions ■ Facility decommissioning IAlcoa's industrial plant located in Fort Meade, Florida, and encompassing approximately 200 acres, I was officially closed in January 2004. The industrial plant operated for 30 years, producing aluminum fluoride using fluosilicic acid, a by-product of the + -� � a 1 phosphate industry. The facility included a main - r' *_x 1 production plant, maintenance facility, water 1 ¢9l� r->,. �U r _ treatment facility, office buildings, and various waste VI,k‘14.44,. "I 'S _ 1 n --.''--; I I sludge ponds. Upon cessation of operations, Alcoa t= 42' 7 qi ,� initiated a ri:111. az- .,, :.�`j1431 s+.Gti4E — I. program at the facility to properly close yy A` tr �, I r� y and decommission all structures and impoundments . -- A-'•' ` fi - and, where practicable, divest of portions of the L. _. ~. 4lt- property. ijansarmpt —: ECT was contracted by Alcoa to function in the role as Fort Meade site manager, maintain an office on the property, and coordinate all activities necessary to accomplish remediation and closure objectives at the site. ECT is also responsible for maintaining compliance with all applicable environmental permits and providing oversight to assure that all contractors perform work in a safe manner, consistent with established safety policies and procedures. IECT's initial site assessment activities included completion of groundwater, surface water, soil, sediment, asbestos, and lead-based paint sampling which resulted in a comprehensive site assessment report used as the basis for preparing a remedial action plan. ECT is also performing remedial actions/ Iremediation for a State-funded petroleum release that occurred as a result of a rupture in an underground fuel line. Following preliminary assessment activities, remedial action was designed and implemented, consisting of a complex source removal. Prior to the facility decommissioning, ECT Iconducted characterization efforts for residual materials in tanks, structures, and secondary containment, and oversaw the proper removal and disposal of the wastes. IOther activities at the site have included: I • Coordination and oversight of all property maintenance. • Maintenance of water levels in an existing sludge pond currently undergoing closure. The pond remains zero discharge under permit conditions. I • Providing support and guidance in preparation of annual expenditure projections and budgets. • Maintaining compliance with all existing permits including coordination of all sampling and analysis and routine submittals to regulatory agencies. I • Critical review and oversight of all contractor safety procedures. c� j PROJECT PROFILE O CMUSERSUYANG1APPDATAUACALW1CROSOFlINT'DOU'SITEMPORARY INTEIN'EI'FlLFSCON ENI'.OLJ LOOK\OZNSG7QMSU\ISL-PROI.DOC-043012 1 • Support and guidance in the negotiation of Consent Order(s) and future permits with state and other agencies. • Construction oversight of the reclamation/remedial actions at formerly mined areas. Ic . Decommissioning of the main production - area has been completed and the property sold to an industrial operation that will take advantage of the remaining m Y L infrastructure, rendering this portion of the ,L ` � site a productive operation. Surrounding ;Q:7_} '• _ —: parcels of property have also been sold and - t t \ �' projected to be utilized for recreational • purposes. Post-closure monitoring is now \ C; underway. • z�` r r { 4 I I I I I I I 1 Ii II E %PROJECT PROFILE41111111111.1111. O a COUSERSVYA.\(.IAPPOATAILOCALINICROSOFTWthDOwS\TEMPORARY LSIERNET El ESCONTENT.OUTLOOK\OZNSG/QXYSU\'ISL-PROI.00C-0S3012 I FDEP PREAPPROVAL PETROLEUM CLEANUP PROGRAM I I RELEVANCE TO REQUIREMENTS: • Underground storage tank management • Remedial action • • Interim remedial action ■ Cost estimation ■ Contamination assessment ■ Specifications • Soil and groundwater assessment ■ Bid preparation • Remedial design ■ Construction _ ■ Operation and maintenance ■ Closure 0 I As a certified contractor for the State of - . •=r Florida's preapproval petroleum cleanup ,. y, i•^ y Ats program, ECT is responsible for conducting r ��� ,�%, ; ti ' site assessments, remedial actions, operations ' 1 - ,. . _t - - C.9 and maintenance (O&M), and closures at sites \ , j° ' -- T V with petroleum impacted soil and groundwater a.- +. ... te.�_ --� '- I throughout Florida. Contamination assessment �_ 3 kr•'?T -lath ;��ir activities involve defining the horizontal and vertical extent of contamination across a site ° - - -- - - --- I and adjoining sites utilizing monitoring well drilling (mud rotary, hollow stem augers, sonic, direct push technologies) and in situ analyses ,p` ` .‘I with portable field instruments (organic vapor ".... analyzer, field gas chromatograph, etc.). Remedial action activities include the development of remedial action plans, design, construction, and O&M of soil and groundwater remedial systems I tailored to cleanup select constituents of concern. These remedial systems include soil vapor extraction, groundwater pump and treat, air sparging, multi-phase extraction, bioremediation, hydrogen peroxide injection, Dynamox (oxygen I1 I injection in solution), and other newly developed technologies. Site closure is the ultimate goal of the program. 1 _ r, 1111 Currently, ECT is conducting or has l •,t'y'};r' �+ - • ,(t. ;L'- completed interim remedial actions, site `�. f,+ .} .. 6 ` assessments, contamination assessments, e ' 'ci remedial action plan preparation and #Theal design, installation of remediation systems, Iirr' operation and maintenance, sampling and ;E 'tb� 1 - " . • - fiv analyses, and cleanup and closure services -,... ='--c.-• at over 800 sites. I I Z r PROJECT PROFILE O CWUSERSUYAXGIAPPDATAU MSI LNICROSOFTRINDOWSIT EMPORARY L\TFR.NET FILESCO.V IE.\T.OUIl DOK\O1NSG7QX SUMSLPROJ.DOC-0f 3012 1 1 1 1 1 1 1 1 1 APPENDIX C LIST OF ECT'S REPRESENTATIVE CIVIL/ENGINEERING 1 PROJECTS IN THE PAST TEN YEARS 1 1 a I 8 1 1 I Ii 0 LG ii cv =° 3 _ 0: _ Q ` .c .c V 73 - - r ca... I W T U ^ T 7 > Jj 4- v G _ T 7 U U 0 U _ O U Z • • _ i3 I U U 34-J O t p G J 9 ` = C U F r Y D V _T td- j J u -�. J aoC IQ/� C T U T.0 ') v J i. I L O = Jv. v Ca _ f IW G G 7 " 0 - - _ - Cp U U = c ° c ). C ° _ . c 1. fi r. n J ''J. U �. 4/ 'J :� .�' U 0. C :p U 7 e Fa c n c o M Cr.) c 9 ,-6, '• U J r_l • n J G= - ▪ ¢ ; a- W C :t 'Q. o i- 3 0 o v = O ❑ = v ` U U = U L = - S U Z U U J LSI U - >; .. - ^ U - C z _• 0 •...•... �CC J C i.. .�, V C C• 7 •D C .' _E3U ‘74- 7 P 30 a Z7 • u _cL 3 � c z to =▪ 3 2 5 3 tc :4U > -0 > O 7 U C 3.0 C _O J U C OU .� -' l• >• r J 3 r _ v _ n C o I =IIv= C UC C jU rJ W O q C ^. L cv0 V1 G Uj :J = O C .• Uj = O C 1 c1.01 E ° c 'ts cG `°m 3 o c= a v = �_ 3N I SI rat '� W •` ▪ :0• - G O co v _U ` —` Y m ` U G = _ G _ ik" C ,U :p v -_ ^. '� zz L• O -5 ' C. 1^ •J T O " 30 T "J U C p U `� C v — j T C c Ct '... w L O 2• O a t CD T m 7 *-- = ,5 2 04 3 ' U p U G _ c .•=1 = U "C e F Z. LL J .O %" „ - - = ?_ = T ❑ O U J U ^ .S c -0 U v ` C U D v 'J• 1 $s. J • v O _ = - U - C U v C U S C -,. O 4, •^ r o /W c� � ... g a_ Jn '.v'. 3 - - c 3 cu � � c ^ C r F. c - �� ct a -a o & co -a - = c.d = " c x o g c u = t c • o c ZS Y 3 I`. e o3 233s :� YC) < 3 � L-- c- ^ 233 • • L U = U - - il• m = d o E 2 U: :0 Iuf I . e ! 235 \ # 2 I # •5 - •- ) \ � } { : / 7 , _ ; °o ccs co o \\ \ \\\\, ,/ � } / \\ »\ / ) \_ \ 0 , B $ 2 a_ a7 , , •c _ 111 CV ! r - /- SS5i! § 2 Z := - \ . ; _a < /\ - ] r \ U \ \ \ / = _ ; } C." / : / ; / \ /\ I - . 3 / _ : ` ® = % \ - - -o / G , ) / « / _ - - � � i .= = I \ \ _ \ 0 _ \ \ \\ \ \ \\ \ ) \ _ _ _ � : , ! 0. 0 _ - ` . � . - 3t. I I \ cz / � 0 Th \ \ / Q - ` : - \\ J ) ; \ - \ j2 ® @ 2% - t0 \ ! \ \ ' •� � �2 o ± » O3 LT_\ \ \\\ \ \\ � \ } I _ C-1 , = = • \ \ \@ = \ � � \\ «t 2\ u - s -E - \\I % \_ - I /■ \ � = -0 2s\ _ - - 13 ) \ _ : i - ; / - j / \_ \ - II E - ) ] \ ; 2 § ]j / = < - >, 0 2 - Q - - : : E7 3 . 3. 111 t • r4 0 \ - - \ \t \ - - ■ . O 0 - _ ( { ! \ 4 ! 5 }« a \ \ / , \ ( - / \ ; 2} ] | / � \ III ; 4 % § j = j \ < 3 a - z \ { ' , } ) 5 ) } \ i 4 } - : 2 \ ) - 3 \ . , Ill _ � . : \ / / \ \ ( - a ± `�\ ) Z 9 Z ) / I. HS . En° � %� CJ - j� 1 I tU C J = , L T C C 7>I C - G C v C 1-7- , x to Zr _O C �J3 NvO 74 O > a • ^ C - c i O U C .- O T_T U O - C J Cr J Ca -J to - ..r. _ O J s c J ^1 _ O I ^ > ; raj ."- G J t" Q = ❑ T._ J ,.-▪ _ n = = C > J 3 r _ _ , L L I Ti • U , r - >� C _ C =• U J 'J, r 0 C L V: J z: t O D C v P s. O 2J 3 .7.: { 32 s - U - ` o .—▪ cC• JC C Ga O a c C U G > x _ U O v L : UN V A J J - U J V v G MC CJ UC ' L _ v = 3C c, "A. - J s ? ,ti 7 ) C a > rJ O re; • = - _ c c.. -1 L = L jz U ar.• 7et I _ ^U _ 0 UaaG• ._ % x >- _ _ C.' _ N _ C.N C. _ ' -= 3. • - L CC ` CJ• C .0 _ vi N Vi G .S N — _ = '�o .• iC- 77C• r_>▪ _ - v YY > J = VLi ru JS U • yC C. o Y U i • Y J 2 J 11 r ` a t T _• T J C0 3o , i C t v J U L - rC _ C F y LU it▪ o > • r..- - -r c • V c c ` r c L r L - t) ^ G J T. Y T >-, 13J ,.Ji 3 = j0.1 l 3 c i _i a _ o .65 11 u _ C to _ u r c C _ ,VI . its .-.3: C C L lc' V -D -, C > Q vi a • Q C _ J- .c .= c -- 3 • . y u ^ = S :J ,"_,a.0 = ? o _ J '9 ;per nE L = O a = L = '�' C L Z x , .. . t G n _ U• 7 i. C at C U = C . CO ?ZL M 3 Y - j 0 C J II J a c C • U i U C Uj c -cCL U ra L G C C i r ` 2 c _ Cd t `'J 'O c• = /W V e E F il J • J d c C - " r _ cii r_• :nLY _ U U E V _ a 1 lJ _ U J H tY, 1 1 _ r T— ^ c: 0 — T ,..0U _., — 1o y _ _ L- O O a C_ O pp ^ ❑_v _ u v _cc. a v • o "> :_ou c o — j 3 u o G _ o • L U C,O v. V L G U - V c c 3 = = - cd• 3 ..• _ _ > ry c .. N 5 U , _T = r c c^. L C.. _ U c c7 = o • J , O U U ^ O L- L T U - .. o _ _ 1 i u 6 a _ ao U ' ei _ c le 0 ov c °C r• V c Y r. . _o j0 oc : E 3 - ?Gc t c 73 C3 •c tioS C = U — _ _ ' L = CG .. m X ;7,, .:7'°• 3u • G = i0 o Sr- 7• 17 17 0 CZ cc • .-5 u � .. c ❑ •• om n v o- _o5 0. G N L U N U G J 7_, U L U t .. ry G V 0C - O Q o0 . ... -0 C• . •- — — C — , U OU U S fq T M a . U : ; U V O O _ • Cil .' c 3• U ` � yS0TC r T OJ T ❑ • ..4u UU —t) C 'r •, tC 7 V • = U C - . TT U j i - J' Q c .2 y O • = Qc 0 UOO O > MUcO ..2 = .= = j E U o oU = o3 _VU >,., — c c-0 G _ t ', i S L I M L U 7 :-0 L _ O 7 G O — O U � v — .J _ -r. - 0 — c .� > > C - r , Etx. Cr 11 , ra l- J — T - $ c — •zr o c`c ❑ ` N > U C r .❑ C' = y . x r - = L 7G Jj tC 'U U -5-.5 3.7 ca Q ._2 = r• •._ ,- L '11 • _ U •4 cif G n - � , , � — ` o a , L t � a • ":€ 0 0` ` u0. C u 2 = C L Q c v c c � ,w o o U v G O q c — Q - j G > c :0 G .. _ G C o. F • Mos 3 c o E' > .. .. V > c c a • _ U ti c 3 U c \,I`'.. to U U J• 7 37 03 j o >., c- S• c ^� U C tr. U = C 0 0 U O c i U 000 P c L .c FJ P - G. ,-, 04 .c 2 Vl v; FL e„, - U P. o 'U I rE ^r - 0 tO ' t_ o s c _ p^ T O Tc_ 00 `>„ N c . L.r- J Yv Nr,. > N O_Jc G Q qU JJ } ljf ._ C Jes o o C n OJJ '�C . v ` CO J• u .: o ni •r. X ^ _ �;0_ 1.y � c .2 r =7 ! •- r= j st - l .73 0o 3 fTc^ O Jo gO C Q Lr U % y =L J o = T9 3 3 '3 J -. - — 0 — v cJ _ — c. I C. Y C o -- y = 8 3 - cc >-• >a _ c =C _ v C_ yc_ N 7A 1.) c . Jr -73 czi r ^ YN Z 3 _ O 3 . 2 -->' °a 7, = q C n ONT - en t.10 s p - 1 L L J = c =4 O _ ^ - N Q - V ? O C C .'1 N _ CA _ - a o N o = - = z .c rp c '.q O T , G ••- - c :3 :J c G .- o a= -r r_ T T Jy UcUO O - - z 7.3 - `_ J p0m ‘-• 3. r0 _. N = rX o `oc -c c2 — c = ° c U p LV v; E •� O U O 'TcuU u.Qi c V - o L. . ^ cGc0 O . OYri .. > o c '' �; -a o '-' = 3 0 cn-o 0 S•c o _ o o 715 -- _ m `, OO U C - C C .3 x U Jy rr U • ri, v' 7O n c. - JO LCG 6 :0 - 7 T .- O O Or J as cc J " JG- I c O Ja > J c ,nc -0 �. Y -1 CO UV7u v 00 TcG C G . 9- 8... n L 7 yG ,� GCU S - U ,o r ^ S J 3 C si L. 7 7 C U J a .:0 O G - r j O > N u ti > ' ._ o 0 2 D. ZJ .= r _ ux ° Jc • ? o = � ' L GG .>: _ E , %-° I . Y v i c U G c ❑ - = J U .T = 0 C `J Y O /'O<j x Y rl =• T � ;j L U c j � 00 - -1-1•E: C > > :0 O 7 - ? _ • • �. = rV - C L Q J L 7 c = > c 7 V 11 O F GC) .- r S U U - - - \ 1 I N i U C N c.N TA = .0 a.E L .0 _ °1 ^ C O Y ti 3 c c > : 0E 0 c to.,.7„. y E a F 0 L U 3 C. :0 0 Z G P L Gam' C f. = U p N U = C U O t .O vt.= ^ U _ _ ° ^ y U r .. x 6 c ° "' 3 c o o T. 4 Ly -o -- > c o = 3 n 0 c cur 0 - T J r L —U- _ " c O C v L U r _ 13 r 7 U G v U 2 > ... y _ ° ._ o L , c `0 E ' '5 a— Q = o r. 3 .= .2 -c v.. c a - c 3 z > r. - . G 0 J G : c _ F. 2 _u c r _ U V -- .-0 c .1. • J = ° = = J E -- c J U = N _ - -. U v Q - = L = -1->" N N -T C. = v = N - - . � � •. Ccm , om ° ' - ^ - E - L U N NJ 3^p' !- Jh J J L z J z v - en ^ ^ 0 0 w = ° 5 u .l Q o 0 3 < ti: o 3 . .T� 3 cyn.�._ U �_ '- z CQ7 0 4 rT y ^ 0 0 03 __ L a c _ c v L J _ G U o L 7 L r,i CD cc .,.0- .. a ^ - U 0 = = U - _ oCD o i� J G " c _ ^ .Ti G _ - - -= ^ U - C C - U G .- - : U r 3 n = > .E " ? 'a T L. C.) ° 2 3 a p U y L L = cz 7 3 C = E m - Q = c .E N C J = U c - .c _ Y c C Z > c 4I : ilh1iIt E. — _ > Z r _ - - S T " c F - r :� 3 -0 - � V _ rt .1EF =° '- Y >. > '7' ., ? c ° cmc `g\s� - ' _ . \ �ra € 'LTJ = GC lo tt p , — z U = _ E; � = _ u ' c J : U � = t - F >y T ^ LL. n � 0 i . M E:DC 0 n V O j � ew .. ? O1... G o ' V 3v = i �. C 3 - ti '% _ T _ u .V v = 3 'Is C..3 H SL' L2 = ta � L :.- UZ zU � \ I I c c - i =0 0 =L U = ere = c O - U 0 u T- - O U > C L C L .: V9 G j ; U L L et } i...-4 N p O .2 Yv ici ?AUJ U _= _, Cc UT _ J c.T _ c i te LcC Y Lcc Tfo _ O^ tan. c -' = c - To3 - ' t. I _ o- r C =Q 'c = _ = 3 F r 3 r- . p •- .. p c r i o y _3 c c ° p' re C V C _> S. F > =ry V1 p1 _ >. c" cUcDU `U _ > C - L J J ` ''.5 X CA C , Cr U . o rn - G x .0 - y a 5U - o > o = r, 0 c O -1 V ? - roc 1c J � t i J -J � _LD c : � � Tj -= � _ =70c � ' c ,.,Z _ — v ._ Ec\ 03 >J Q CFU - COO �Tc.= � � G- per °= V>: . UtU - Y3 15 ' J o tti C o = - _ 3 T ` a -o ❑ c. 1 v _ L c ¢ — _ _ o o _ .O cG , 3 c _ c U3G c° _ = a z U — 31 4.1 QC = _ a rCL - ) O rN a— — o c U U E, r J T o. OU =G ^ rj _ CCO ^ = q re, :43 O - = = G G J tU N c V _ Ca - el Cr U 7- >:00. to _p a'o c _ 3 = O^ _ .^ 3 V c c V CA °°i o f e = - cGr. = Cr- Q o a n = T� u Z = i.? 0 3 `05 3 —° -c .. '� Ux ,> F ` 3 y o U Y ._ . .r U _ _ ` = o c ^ ` c Tp o — = c ` V - E c zoJ'° Fcc c o o ocoQ c E . A = O c. 2 0 c - r oF U • 7- U G U U .. U t.5 r13 T U U O L C _ 1. o' a i, L .moo c a '5 LUV 3 ? U j o Z = p •0 u .5'+ °' c z - x c '^ _ V y o _ _ J _ c ' J = c x = = O a = rCA _ _� U -..r.- - o r c ? 3 o 3 c c 6 o = o 3 ^n C U '� Q C _ :J j t v 3 ') it F = '= v: 'J c c z _ T U r U g c = U = L - - F V O C.- -T .c ti h Crl _ U _ a.r ad r U T J 7 0 ` U - _ v 0 crz_ .`17- ) 3 _ O m - - L .^. C. O c 3 0 _ 3 3 1.1 '•'. _ U " C E O F T .. _ O -3 - p. L C = .� 52 • 9 te c- N 5 o " 0 3 =' u x to t, o_ _ , c c ? > r - - C� et 01 L Y m o - _ O �. J .-moi Z _ 'C - J :O'- o = 'd J C. U a 'O 5 _ 1 E C C - i z . o c p 7, '- 3 '‘ 3 • 0 3 ? c = L x > u `�3 sa V 5 � _< :7 l _ `O C C C_ > V T >` > U o L - =) G - W u4o o U _ _ " c c t - T.c r 3 -r o 'o a ^ _a °zd 7 = on _ c c I;, .. >. _ E r. 7 ' O .c 3 o c - w• n o n St Y,' c _ c _ U c i 5 3 c o 0 3 3 - o ? = 2 c - — V I , . ...• .O C 7 00 T .Yr. OLy>" ^ON Y= "O - C r= „ G 0OcO ,tw = r o= O a ., o o O ' c 0 '_ UN =o u. = U �? I 1-2 C ',2 2 LI N p 7,1 C v_ C C r. _ _ O ca a”-0 C_ C v .- O U O G J c F r>, O v G? °-0 °- - > tit = J =_ cc, G Y > 7 o G T. 2'O i �N' I rT _p NO - K = GJu 15 'a ..c - - NI ` 1Nr __JJ N 71 ` Q _ 7. rM ci CL o `U U _, v Cc Oa =1 CI -_L = 5 -'fl , M _ = Z _ 7. - CZ 7 CC ` • 2 , U❑ QJ U U G f.O LC ` o c"o c r 3 =� U Q Q ` -Q 7p3 cu Q a c c 3 `� To EL- = U Q Z. • 94 o -00 3 CTti a _ C C o- r CC 71 Crl c , , , - o •-. c COo aNN - N N _ - ,_ ❑ - C amh U V U C OU7 - =1 `- J7 > G = = C - Y 47. CG N N � '6m2 = L6c< CA NNL. r � � UT I O L - C . -0vc _ c= c c :N -0 ? iW - O Gj ^= = o L .x . = - 2 a 0 � .= 0 � O u.50 ^ v c 1 .c 2 i Q 2 Y _ n O - L. U Y o - ' _ _ 0 : c. n _Lc - G. .-. G a O C C T Z .- L J C E - O U - I - - U U - - L C ❑ O 4 3r,sc > = c _ U ? c L T - 0 c Z n y J 6 L. c :c 3 3 U � y .' G U -.. _ o e. 'r 0. 0 L C C -0 J U _ COC �, o = = :! _ > C3.1 .� = C C uSol c' U � =� c _;.# -,,. ...0.- 2 = a 5 c c vs 7 ; a I CI ft y - . j c O l U •N T O '_ '.z.. Cj - '3 G II o c _ 3 c rip - _ - n.r r Cl C I CZ 1.1 Cit1 Fl. z -' .3 q 3 .c '� c c 3 o co-�. N O 'rte, o .°Zil r c -0 1 II L - d ❑ c .E s di Y • w oe n3 i s oL O = c L - c = fil J i Can LI i LI '11 Z ^_ cL c tit 7 .-• ^ �� ez !zv$ � ° 2 = c=e r e 2 Uo o c oO C = Ci❑ C ... . >„ ,... ,, ,.. ,...„ ,=:- ; Jc -cLce3 - '1 z - - >i. o CJ - L"U .S � tYC Z _ r r -C -'l. _ C1 _ N C/ F. M L C I I _ c v _7, Y 5 - 3 v - - .._ .. c_ '� o 7 OC ` x n = c y .L, x .. w _ ;11. us N c N = U v. L c _ r. c _r U _ 1 c 7.; sr: c = r _> _c o = q_z a- - - x o ^o c — 0 V • 2.Y > L3 - =3 c iV . r t $ _ u > c o anG - o ❑ -3 c r- , iC Uv - ccL. 5 > _J '❑ pG 9U ' O I _J' = o IU D U = y tl 33 0 L - ° o 7c • d. ` = - 0 a v'C _ o c F = =CL _ cm 7c O3 U ° c 7 C ,oC 3v _ ` = = T ^ j ^ G =J J 3 un Y • _ 3 n , c V r u cZ o J - • CL y - O c o O d_ G G p F t I Q N^V0 . y C.-C. `o , UOGN . _-U U U.1 7 TT oG n 4C N L U p ' Jp ` r /l J Y z - C j L T. I' c = c c c c v ❑ :0 7: x o r. U m U • = -x Tc c c > i 5 C -3u o . ` rL • G I T cC cC c `• tG ^ G 5. C - : U• _ > O O U > _ q I- El_ Lj " UiGn c0 -0 _ ' Nt 4 - o 0 c _ eg c o o r 0n c u• ? .in ? n a c= r 0 C _0 Q 3 C + = _0 O = C _ zi Y ^' > 9 C C Q J 7 G▪ C U Lo,.- C O „E“-J. R _ 0 " r .= Iv u1. c 'Q L • ,aa g c ` _ _ .9 e21 - _ vs 3 3 3 T= � -49 Jr - -• 1G- L3TLU -0LCLJU J° YC� C $ s. 01. G Y_ ^ ii g eW8 t 0 7 �' U - G V O \ ▪ U• qV v •'L ▪ � ir O ,C 00 LGUjUO j f I4 6. I I to 3 .. ^ a I I- :5 7 r^ r tat Y C V 7 } N ._ - _ J C U 9 _ N o N — • rz U ` = 3 _ ' - = = ' .. Com; ._' c c G A _ ? C J �0 = � U U 7 U C q 'n U v C = U O rn r- U --L. 1. .. C :n G 2 -] p o T = U , Oc La G :L C p V =r. = -r. — C 'UO' t , - T G = V o — ‘6. :J Z c r - o = - T o - V: o � ' Z r _ = :r 0 a r 3 7 '' y � .. _ E r c 3 ' v E. Z r 0 o = a _J - c • U t#; T ti GTC N 0- 7 ; Q n L ^ J _ -tri J - 0 : _ 1^'` - C Gt 3 7 E. r —^.. T T= G Y = T G - - C J U ? _ - C —" O U 3 v - = = -5 =I T t =_ = 3 "O 0 =_ 3 e ' 3 7• — " 0 3 o _T a 0 ?_ 3 c ''- 3 c. = s '_ U rt ^ 7 U S V ' '_❑ U -j C U y' _ C G _ 7 f It U . c..)o. ! I1fl1 r.,3i S o =n II Y. '> 0 = U D a c c i - O '.re C a. _ ` _ i _ _ = ` V 5 7 C — = N .E � 5E a C '. . .... fir- _ C. 7 > = u L • L c U j 7 Z 2 — G SEv FCo 7.- t. C el S- /US au T ! LO r > Ga C A.- L C D ..=: V O 0 U O = U U C Y - c L = F P F E = E c r » - V Q a c7 = Z V = .E u u I I _ _ G C •-) - U J U O - _ c0 - Y .. B c 7 G _T 3 L U r , ^ c O G to ,. N C C U L ` O N C N z N , C N - 0 0 U - U U c G U - C = ° 3 r i3 ` i, v Z - - 0 c O � , C v'C. >" ^3 - T 3 3 cY a • c • to v `- ,� 3 = r .3°- - � 3 u ;j c I CI r, � o " � 3 o c ,. e • G 'l. J j G• am. - ^ V 'J. VI: N c o r v; = 3 0 C 1 6. 'D U U -U i - .- G C C ^ < c c - C - 0 Y u • ^ L G ❑ T =� U ^ ^• 1 •- J 2 U ` . -0 3 - - 0 I C - G 3 ? c 3 = C = - 0 c • - _ .. c., c c c-zs r e o x. Oa c - 3 a c E = Q c c o '> - L 0 ` C 0 N c =0 0 C• 3 5 .. a, - 74 Y - c 7 _ - T •.. - c c ai C -0 ^ vF.is t 0 u -0c- j `� ` 3 r, .0 t J J N C 7 - .n - = N w = n ^ r] L .0 .rL v ^ U - • �` U T - �. U v CI • c • j ; U 'J h ' in c 00 f •� �N • � ' N C. >> _ '• - < _ C UN o f � Z 3 _T o x ` L �` T 3 O ^ 5 0 o 0 - a t v-i 3 - _ I. Y �- C Ill C z = U � --- C C G - 3 7 U Ti: cil 7. _ U ^- c -r 00 ° v 3 Z r F = •N V N V - 0P. 3 0 ^ c 2 `U - c c C - c I qY 7 a i= ` 0 T c O i- cam - " o _ = c _ • 'It • ❑ c .0 ;_' 0. = C 0 -0 T U J G c ❑ I. 01 ^ 0 CCA I `• o 1.• 9 .� ? 7t.0 v c3u o ,"„ I• T U- u ^ - C c L 0• c0 0 L `„ e o 3 0 e. , c 0 a .-▪ - E c �% Y - C r L C - J = �o.2.� c x o c C ti 0 3 M -CI) ^ vs .= = c T 3 = c f - a - - a c c C - 3 c C 0 ? E G o c o v a 3 3 ' 3 3 = U J. ID ,� o ^ e 3 � e c C epi _ -o v o �, rg r. C C 0 _ .E co- a C y C c e , v E V 3 �-a c 15. � r n3 LI i -0 E C ^ .;I! - . jT cVI 6 -cv' L. ._ c T. ^ - i aN iL 0 = u u- 3 - . •m� _ ` ac , , ▪ - n3CF• YE O - •v Lfl cL Ty i E3 - r �- y _ C = ,=- Z N co&,< > ^0._ • •• 'x t V • c ' i GE `EE a y '' 0 ta , c CZ °-. . o ret •r. .X - = ❑ N -c c ? '� E - 0 3 e r... v _ e 4 c i c _ o E - \ 3 u c s E 3 0 0 a © L e L p U C ) • c - j „ = L •• C 7 L N C C T 7 > ?` 3 L I 1 S F 2 =i V a ce 3 :7= CV = 3 L V � 7 a° = ° 3 J 3 v c Z C I u I } N > N C c -J O N .? G N N _ — q _ r I cGoJ ._ UGGC U U 7 ^ n % j V N O L y L c O G N ... a , -, c = F ? o a — o > 4 5 3 _ 3 3 • _ _ = c `c E =° 3 CJ • o > = r I in O m _ J t T J = Y E — t) Y z a .• 'J�, 'u u 3 r — > ; t T U = 3 c 90 • L V = c V6. 6-•C c_ > c - > c y- - 3 0 II C oN = ^• Jn =oc • O _ J T - -_ = j O _ c en O CI ¢ _ y- c• am• . - 3 t Uv c G= r ^ ei ci o• ' `r c = 3 c ` ._ O - " c O (t It. Oc . - o _ o c r G -• _ 3Z ' u c^. t : U3 � — cc ` - — ccO < -0 _ cf .� L , a 4>• r - Ci UvO O _. Nii I- U c• Y' `D G = > C r N c r _ .r ^ T n _ 00 O V _ c V = • .� o`C° = UL _ c3 Z _ `o VL ';- %=7, C To >i C • 3 O v - a %• > c v o u ? r U ' O G ti _ CU _ o cd - C C C .6 C - .. C. C G C G - i-. c C — U to J - [Zt L. U �; J G C _ i. Q •• ': C V C 1 CO cc, U 0 - _ C _ CIQ � ��' C to 'jC J zT2 ` � > f% � 0 � 0 � 1 y • T zJ 519 n r ^ J 1 J s. • ^ " 3 L U .^^° • 93 _ CC• L C S. L _ > • cC Ec• � -a- r s ^ 2• U ▪ .g u O ^ - ca • - - coo ? E e. g1 O. I • J' •C 03 nC O U 2I J — c U v .0 _ U O S O t i C N < y c U .. J ^ vC _ C ` 9 Z U L L 7; ❑ .- Ill; U q 0 U _ t 0 2• 9 ZJL u > • U ":• u 0 I L U U I-j — t-N 71 r4 7 >y. co = cc mc o > cr. 0o NN N N N N N S GUC r U G '1:- O N. E _ G z Y U i U U CC U N j _73 IT70 3 L_ n r - 3 2 I I- C. C _ti LI 7. ^ c . C - : 75 C v , , r. Y r T E G O _x. U ^J U = ' _ = I r , -- _ 923 ic 3 - o LCy en 61 c; " - cr o ce:cq � -a = ._° �GF z=— >. O Ur N rN = V - _ fil ^3 ^ T CG_U Y - I) - _ J O J = F C _ C C ❑ J O =D U - OL O I T C n C -0m i p U V p yq O G >.. C V G f:1) - _ .. G 4 r 7. •= T_ - C U • u U c A c = _ ��, G U .- 5 G c .O d 3 V - " ° - 'J. C Z 9 Ls C C= .5 , • ° ` � Z L - 7.5 � L '= � C2. ti icaCe ` _ - 7 ` u ` G> UT - U - O U = =001 a 9. U j Q '_ -' 0 0 _ U G >' o 00 7 T'p '. 2 O .. .. zC `D 3 3 = o o � c c ' r N: 0 3 tr." ''& '0 .0 F, 0rr. = = ,. .. • - =L ! _ T - u l '- v, C1 C S CC c n O n o a c � V 5 o C " oC _ > r ` '2 c 3 c ac5 V = U c .. V v. o V Z air V 4 3 _-J, _ > c c c c u L o0,-c. - C _ _ 4 3 n. = 2 ii L. F 3 tU C c E -0 ' 0 o O v> o O - ll i _ C c L O C 1 C -0 , C 7 0 L G O C C C _ U coJC C C ^ > >r c d C �.- U .O 7 O J O ^ a C O EL z C r. C c�= I , r.m 17c. 55 =\/ - GQ ) § 5 `• ) I to > > ) -=,— ..., s ± / § \ 5555 \ \ \\ _ \ E2 o . \ _ \ 3 \ \ � \\ .- : Tr yi: _ ) ! / _ / \ - , F. = ® § 11 • - � , \ \ _ _ - 30 0. II m - \ 3 � 0 \ Q / / 7 / 255 - 0 \ u — / « _ 2 \ i \ Sri = \ \ \ � \ � \ ( \ = \\ \ \ E : 2 - \ / \ SS/ r. Z / ° ^ 0. u3 § 0 � - j ( } » ) a /5 \ w , w - ua % 9 § ( « \ (j ) ) () Z `u .0 - I. 7OE2 -0 0 — ,.—d =.5 0 / - - ( , - c - < . | 2 } dI : z0 - ; _ � § § = 55 / 240 / \ C 0. \ \ \\ \ �\ \ � \\ \ \ § 5 = / \ / ] } ; � CC — Gkco. 4 _ 177 — _ : - - § / } 5575 \ � c - � E E \aj § « ` ± � _ - § IS ) / j } c E! \ z _\ \\ / \ \ � » — \ _ % : : )A � \ } \ >,, - 7 a § ) \ \ / / ] } \ } \ \ \ �) : W � » 2 � } }< rs� < . , (\: � � � \ \ � ` \\ � . | ] \ - ' � � 2 \ \ \ & / / , 347 = 7 jk it U