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HomeMy WebLinkAboutURS GREINER WOODWARD CLYDE - 2000-01-18 1�, CITY OF HUNTINGTON BEACH 0 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK LETTER OF TRANSI7ITTAL OF ITEM APPROVED BY THE CITY COUNCIL/ REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH VATE: March 15, 2001 TO: t1RS Greiner Woodward Clyde ATTENTION: Leo Handfelt, P.E. Name —Lfl.l 5 Murray Canyon Rd., Suite 1000 DEPARTNI ENT: Street San Diego, CA 92108 REGARDING: Amendment No. 2 City,State,Zip See Attached Action Agenda Item _ E-13 Date of Approval 3-5-01 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item. Remarks: Connie Brockway ^ City Clerk Attachments: Action Agenda Page x Agreement x Bonds Insurance x RCA Deed Other CC: R. Beardsley DPW x x Name Department RCA Agreement Insurance Other K. Dills DPW x x Name Department RCA Agreement Insurance ,Other Name Department RCA Agreement Insurance Other Name Department RCA Agreement insurance Other C. Mendoza x x x Risk Management Dept. Insurance �! (Telephone:714-536-5227) CITY OF HUNTINGTON BEACH MEETING DATE: March 5, 2001 DEPARTMENT ID NUMBER:PW 01-028 Council/Agency Meeting Held: i33- OVI-01 Deferred/Continued to: Approved ❑ Conditionally Approved 0 Denied 41ty C r 's Signature ounciI Meeting Date: March 5, 2001 Department ID Number: PW 01-028 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL SUBMITTED BY: RAY SILVER, CITY ADMINISTRATOR PREPARED BY: ROBERT F. BEARDSLEY, DIRECTOR OF WORKS SUBJECT: APPROVE SECOND AMENDMENT TO CONTRACT WITH U.RS GREINER WOODWARD CLYDE FOR STUDIES RELATED TO URBAN RUNOFF/COASTAL REMEDIATION Da Statement of Issue,Funding Source,Recommended Action,Alternative Actlan(s),Analysis,Environmental Status,AttaGhment(sl Statement of Issue: Should the City approve the second amendment to the contract with URS Greiner Woodward Clyde for urban runoff/coastal remediation studies? Funding Source: Funds in the amount of $59,610 are budgeted in the General Fund, Urban Runoff Program, account number 10086001.69365. Recommended Action: Motion to: Approve and authorize the Mayor and City Clerk to execute Amendment No. 2 to the Professional Services Contract between the City of Huntington Beach and URS Greiner Woodward Clyde International-Americas, Inc. for Engineering Services in Support of Identifying and Eliminating Bacteria in Urban Runoff Discharges to Huntingrton Beach. Alternative Actions : Do not authorize execution of the amendment, and instruct staff on how to proceed. Analysis: On January 18, 2000 and August 21, 2000, the City Council approved the contract and first amendment respectively, with URS Greiner Woodward Clyde (URS) for Phase I and Phase II studies relating to urban runoff/coastal remediation. A second amendment is proposed to prepare a joint executive summary with the University of Irvine (UCI) for the urban runoff investigation. 01-028 mar 5 dills (URS grainer) -2- 2/22/01 10:32 AM -�� REQUEST FOR ACTION MEETING DATE: March 5, 2001 DEPARTMENT ID NUMBER: PW 01-028 Moffatt & Nichol Engineers, a subconsultant of URS, has worked closely with UCI to develop the executive summary, which was presented to the Blue Ribbon Panel convened to investigate and advise on the surf zone closure issue. Due to the urgency of this project, Moffatt & Nichol proceeded with the tasks concurrently with contract negotiations. The summary document has been presented to the City, County of Orange and Orange County Sanitation District. A final draft is under review. Environmental Status: Not applicable. Attachment(s): City Clerk's Page Number No. Description 1 Amendment No. 2 to Professional Services Contract between the City of Huntington Beach and URS Greiner W000dward Clyde International Americans, Inc. RCA Author: KDills 01-028 mar 5 dills(URS greiner) -3- 2122101 10:32 AM ATTACHMENT # 1 AMENDMENT NO. 2 TO PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND URS GREINER WOODWARD CLYDE INTTERNATIONAL-AMERICAS, INC. FOR ENGINEERING SERVICES IN SUPPORT OF IDENTIFYING AND AND ELLMINATING BACTERIA IN URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH THIS SECOND AMENDMENT ("Second Amendment to Original Agreement") is made and entered into this 5th day of march , 2001, by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation, hereinafter referred to as "CITY," and URS GREINER WOODWARD CLYDE INTERNATIONAL-A-ML ERICAS, INC., a Nevada corporation, hereinafter referred to as "CONSULTANT." WHEREAS, on January 18, 2000, CITY and CONSULTANT, entered into that certain written agreement entitled "Professional Services Contract Between the City of Huntington Beach and URS Greiner Woodward Clyde International-Americas, Inc. for Engineering Services in Support of Identifying and Eliminating.Bacteria in Urban Runoff Discharges to Huntington Beach (the "Original Agreement"); CONSULTANT completed its work under the Original Agreement and was paid for its services; On or about July 15, 2000, CONSULTANT submitted to CITY a proposal to supplement its consulting work under the Original Agreement to address such additional matters as oceanographic field data collection, water quality sampling in the surf zone, and dye dispenser in the nearshore area; CITY and CONSULTANT thereafter entered into Amendment No. 1 to the Original Agreement ("First Amendment to Original Agreement"), pursuant to which CONSULTANT provided the following listed additional services to CITY: oceanographic field collection data; water quality sampling in the surf zone; and dye dispenser in the nearshore area; CONSULTANT completed its work under the First Amendment to Original Agreement and was paid for its services; On or about December 14, 2000, CONSULTANT submitted to CITY another proposal to supplement its consulting work under the Original Agreement; which work would consist of CONSULTANT's preparation, in cooperation with the university of California at Irvine, of the Joint Executive Summary Document for the Urban Runoff Investigation ("Joint Summary"), and submission of the Joint Summary to the Blue Ribbon Panel and ultimately to the CITY, the County of Orange and the Orange County Sanitation District. CITY is desirous of again utilizing CONSULTANT's services for such additional consulting work; and OOagree!urs amendment 2.1 1/2910l 1 CITY and CONSULTANT now wish to again amend certain sections of the Original Agreement to incorporate CONSULTANT's additional consulting work, NOW,-THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. SECTION 1. The first paragraph of Paragraph 1 "WORK STATEMENT" of the Original Agreement shall read as follows: CONSULTANT shall provide to CITY all services as set forth in that certain document, submitted by CONSULTANT to CITY, entitled "Urban Runoff Investigation, Proposal to Prepare Joint Executive Summary,"dated December 14, 2000; a copy of which is attached hereto as Exhibit A and incorporated herein by reference (the "Project"). 2. SECTION 2. Paragraph 3 "TIME OF PERFORIMANCE" of the Original Agreement shall read as follows: CONSULTANT shall complete each phase of the Project in accordance.with the. . . Schedule set forth in Exhibit A. 3. SECTION 3. Paragraph 4 "COMPENSATION" of the Original Agreement shall read as follows: In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT a fee not to exceed Fifty Nine Thousand Six Hundred and Ten Dollars (S59,610.00), unless a greater amount is authorized-by City Council. If it appears that the cost of CONSULTANT's services will exceed $59,610.00 to complete the PROJECT, CONSULTANT shall notify CITY as soon as practicable in advance of its occurrence. ._ 4. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Original Agreement shall remain in full force and effect. 00agreeiurs amendment 2i1129i01 2 IN WITNESS WHEREOF, the parties hereto have caused this Second Amendment to Original Agreement to be executed by and through their authorized officers on the day, month and year first above written. USR GREINER WOODWARD CLYDE CITY OF HUNTINGTON BEACH, a INTERNATIONAL-AMERICAS, NC. municipal corporation of the State of California NO,By: rX Leo D. Hand elt, P.E. ice President May AND ATTEST: _ . By:�cRts�t�nt G. -JbfJsSj Ass't. Secretary City Clerk O ),S-Q1 APPROVED AS,TO FORM: ITS: (circle one) Secretary/Chief Financial Officer sst. Secretary - Treasurer c. REVIEWED AND APPROVED: ly�2Dlpo City Attorney City dministrator LNIT TED AND APPROVED: Director of Public Works 00agree.'urs amendment 2'U29.01 3 a UIRS December 14, 2000 Mr. Robert Beardsley Director of Public Works City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 Subject: Urban Runoff Investigation, Proposal to Prepare Joint Executive Summary Dear Mr. Beardsley: URS Corporation is pleased to present this proposal to prepare the Joint Executive Summary Document for the Urban Runoff Investigation in cooperation with the University of California at Irvine (UCI). The Executive Committee directed Moffatt & Nichol Engineers (M&NE), a subconsultant to URS, and UCI to jointly prepare the document to be submitted to the Blue Ribbon Panel and ultimately the City, County of Orange and Orange County Sanitation District. M&NE will utilize the services of the associate consultants of the City's present team on each task of this assignment. The scope of work, fee and schedule to complete this work are presented below. Scope of Work 1. Collect and Review Additional Data — Additional oceanographic and other data that may be available will be reviewed and analyzed for the document. 2. Prepare Administrative Draft Joint Executive Summary — An administrative draft document will be prepared in conjunction with UCI and submitted to the Executive Committee for review and comment. The document will be brief and geared toward the layman, as well as being sufficient for review by the Blue Ribbon Panel. 3. Prepare Draft Joint Executive Summary — The document will be expanded or rewritten as needed and submitted to the Blue Ribbon Panel for review and comment. One iteration of modification is assumed for preparation of the draft for the Panel. 4. Present the Document to the Blue Ribbon Panel— Appropriate members of the team will present to the Panel. M&NE will lead the presentation on behalf of the City. 5. Prepare Final Joint Executive Summary — The document will be finalized after review and comment by the Blue Ribbon Panel. 6. Attend Jilfeetings — A total of eight meetings are anticipated as being needed for finalization of the documents. The meetings will include: A. Initial Meeting with the Executive Committee (August 26, 2000)—Meeting I; B. Four Working Meetings with the City Team and UCI (August 29, 2000, August 31, 2000 and two additional meetings to be scheduled—Meetings 2 through 5; C. One Document Review Session with the Executive Committee—Meeting 6; D. One Post-Blue Ribbon Panel Comments Meeting—Meeting 7; and E. One Last Document Review Session with the Executive Committee—Meeting 8. URS Corporation 1615 Murray Canyon Road, Suite 1000 San Diego,CA 92108 Tel: 619.294.9400 Fax:619.293.7920 E X H I B I -F P URS Mr. Robert Beardsley City of Huntington Beach December 14, 2000 Page 2 Proposed Fee The estimated fee to complete the work is $59,610 to be billed through the URS contract with the City. A table with the costs is provided below. TASK NUMBER DESCRIPTION TOTAL 1 Collect and Review $7,403 Data 2 Prepare Admin $21,485 Draft 3 Prepare Draft $9,248 4 Present to Panel $8,556 5 Prepare Final $6,447 6 Attend Eight $5,471 Meetings Reimbursables $1,000 Total $59,610 Proposed Schedule Time is of the essence and the Administrative Draft Document will be submitted to the Blue Ribbon Panel and the Committee on October 26, 2000. The Public Review Document will be submitted on November 15, 2000 and it is anticipated that the Final Document will be submitted to the City on December 15, 2000. Thank you for the opportunity to continue assisting the City on this project. Feel free to call Nancy Gardiner with any questions or comments. Sincerely, URS CORPORATION Carol. Forrest, P.E. Vice President cc: Chris Webb, Moffatt&Nichol Engineers Dennis MacLain, City of Huntington Beach L FEB-13.2001 1:09PM MARSH INC NO.550 P.2/3 •�;!�- .I •I,`,Gd� F"i,� :i;:. r�II„n, 1APFFORDED C6RT1PmATE NUMBER �� 'i'' l lilt �, I�if1, SEA 000 90743-00 PRODUCER I IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS MARSH RISK&INSURANCE SERVICES S UPON THE CERTIFICATE HOLDER OTNER THANTHOSE PROVIDED INTHE THREE EMBARCADERO CENTI R HIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERA41 SAN FRANCISCO,CA 94111 BY THE POLICIES OESCRIBED HEREIN, CALIFORNIA LICENSE N0.0437153 COMPANIES AFFORDING COVERAGE COMPANY 10078-WC IA-00112- A NATIONAL UNION FIRE INS,CO.OF PITTSBURGH.PA INS U REp Ce COMPANY URS CORPORATION 1 `' B ST. PAUL FIRE B MARINE INSURANCE CO. 100 CALIFORNIA STREET,STET 500 1 lnt,�q COMPANY FRANCISCO,CA 94111.4929 V COMPANY D AMERICAN INTERNATIONAL.GROUP THIS IS TO CERTIFY THAT POLICIES OF INBURAN E DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMPO HEREIN FOR THE POLICY PERIOD INDICATED NDTNATHSTANOING ANY REQUIREMENT.TERM OR G.1NDITION Of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY EE ISSUED OR MAY PERTAIN,TM:INSURANCE AFFORDED BY THE POL(CIeS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.COMOrnON8 AND EXCLUSIONS 4F SUGR POLICIES.LINIT8 8H" MAY HAVE BEEN REDUCE:)BY PAID CLANS. II Co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY 0PIRATIOR LIMITS I.TR DATE[MM1DDrfO BATEIMMIDOM) A cFNSRALLIASIMTY 1GL933-0915 04/01/00 04/01/01 GENF.AALAGGRFrATE . S 2,000,000 �( COMMERCIAL GENERAL LIABILITY ' PRODUCTS-COMPIOPAm $ 2,000,000 1 CLAMS MADE Fx I OCCUR ! PERSONAL An INJURY $ 1.000,000 OWNER'S&CONTRACTOR'S P.ROT i EACH OCCURRENCE $' 1,000,000 i FIRE DAMAGE(Amy one Oral 1,00Q,000 ! MED one S 5,000 9 'AUTOMOBILE WABWTY CA00200j02(AOS) 04/01100 04/01101 OM 1,000,000 COMBINED SINGLE LIMIT $ I X ANYAL'TO CA00200:1403(TEXAS) ALL OvV EDAUTOS CA00200304(VIRGINIA) BODILYURY $ SCIEDULEDAUTOS CA060MA4053(MASS.) x I HIRED AUTOS I ! BODILY INJURY i X NDN•OWNEDAUTOS I u 4� D dB 13 IPe;eakarrct V , To 01 H Vf) PROPERTY DAMAGE S '�GARAGELIABILITY r.. ALrTO ONLY-F1tiACCIDENT ANY AUTO 1A£'PRQVED AS T4 F RN OTHER THAN AUTO ONLY: CAIL HUTTON, Ci y AttorneyE H ACCIDENT AGOREOATE $ EXCE08 LIABILITY EACH OCCURRENCE $ UMBRELLA FORM I A 3 AGGREGATE S OT4ER THAN UMBRELLA FORM G $ A EMPLOYERS'LIAINUTY 708.442B�CA 011Q1101 011D1102 IX I TDRYLIM s ER p; 7D8.4425A06 01/01/01 O1/D1l02 EL EACHACCIOEM $ 1,000,000 A THEPROPRIL-TORI INCL 708.4427'NV&WI 01101/01 01101/02 EL.OISY'_ASErPOLICYLIMIT S 1,000,000 PARTNER81EXECUTIVE OFFICERS ARE: EXCL I ELDiV1EAaFEACH FMPLOYEEI 1,000,000 Wr1WNRI Claim]Aggregate p PRCF.LIABILITY(E&O) .476-3090j 04I01/00 04/01/01 1.000,000 CLAIMS MADE FORM. DEFENSIY COSTS WITHIN LIMITS. AGGREGATE 2.000,000 I DESCRIPTION OF 0PERATIo0rLOCATIONSNEHICLESISPE`SIAL ITEMS(LIMITS MAY BESUBJECT TO 0 IOU CTIBLEG OR RETENTIONat Engineering servlcer:in support of identifying A Bpnfinating bacteria in urban runoff discharges to Huntington Beach. Project No.:58.00087005.01 PW-00-008 The 0bova detalleq coverage is not subject to any deductible or self-Insured retention,or any other form of similar type limitation. Professlonal Liability Retroactive Dote: 12105177, See attached for additional warding. I,• � IR' �Ia Isl: I. sr I t. .,, . r 'I%fG Vtid•I R P'I':'^I l; a 1y, 1 j itIH.•.li i l II;,#�; 'irY'�'nEif•!'. , 'I,.c,I, I,. '1.3� I''I I:%'° u,Lk�+:..y-.. ,Y, j 6HGULD ANY OF TH£POWEI 012CRO90 IIERAIN BE CANCELLED BEFORE THE 2WRATION DATE THEFFAP, I THE INWREA A}FORDINC COVWA09 PALL EAM99WW MAL--U DAYS WRITT€N NOTICE TO THB CITY OF HUNTINGTON BEACH I WRTI►IC06ROLDEII WED HEREIN, 19001 HUN71NGTON STREET ATTN:KENNETH DILLS HUNTINGTON BEACH,CA 92648 I i MARSH UDA INC. '' MichlD Nekota '' '.F C�''°f". lT -If'•-1''`h,.'S �J %r , .sry.�,.,''.,i; •Jlrll I' .C�,'i"' y'�- FEB-13-2001 12:02 415 743 8074 9e% P.02 FEB. 13.2001 1:10PM MARSH INC NO.550 P.3/3 mo I DATE IMbfDD1YY) {4I 02/13/01 PRODUCER I COMPANIES AFFORDING COVERAGE MARSH RISK&INSURANCE SFRVICES THREE EMIRARCADERO CENT 'R COMPANY SAN FRANCISCO.CA 94111 t: CALIFORNIA LICENSE NO.0437153 COMPANY F 10078-WCIA-00112- INGUREA G `L � COMPANY URS CORPORATION 1DO CALIFORNIA STREET,STE�500 VnU� NDµ G SAN FRANCISCO,CA 94111-4529 V 10 I Cak,PANY p H Li i:,fa?u',:Z „.�.�i ,_'m� 'ri ,4°.'.i.,.,...,.,,,'t;":-IG;;•,.i.� ,, .l r,• I f'ry 'Tf'. �I,1: •fZ, I .'9 1F I -'Zj',c. I f i ', - I _i -..... , Ye..�..4..,.....:-...__'''f J w4..—..d, 1 L J�u' - Tha City of Huntington Beach,its Agents,its OfOeers.Employees 8 Volunteers-,Orange County 8 Orange County Sanitation District ere includeds as adMilanal Insureds with respect operatlons perfgrmed by or for the Named insured as respects Gensraf B,Auto Liability. The foregolns Insurance is primary anq non-contributory with any other Insurance c;irried by or for the benefit of the Additional Insured. Waiver of 5ubrogabon applies as respects Wormers Compensation to the extent where permitted by law. f , I i APPROVED AS TO FORM i i GAIL IPJTTON, City Attorney By: 10 �G i 1 I .W'. 'L.-",•I',{I .� 4-� 4' 11�' �.-.1.. 4� 1 I 1 I �lh Ohl 7 Ji' I ��I GI OF HUNTINGTON BFJtCH IWOH 19001 HUNTINGTON STREET j ATTN:KENNETH DILLS ly HUNTINGTON BEACH,CA 92GrB i I V. •1 Eva Y f„Id I: � fI - a.I 'Y:r�r+�rYfl6vrA4y2fi, J i.4 _, Y. T. L INCTLEMES COMIGHTID MATERIAL OF ACORD CORPORATION WITH ITS PERMISSIOX. FEB-13-2001 12:@8 415 743 8074 99% P.03 RCA ROUTING SHEET INITIATING DEPARTMENT: Public Works SUBJECT: Approve of Second Amendment to Agreement with URS Greiner Woodward Clyde for Studies Related to Urban Runoff/Coastal Remediation COUNCIL MEETING DATE: March 5, 2001 RCNATTACHMENTS - STATUS;, Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (wlexhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement (wlexhibits if applicable) (Signed in full by the City Attome Attached Subleases, Third Party Agreements, etc. LApproved as to form by City Attome Not Applicable Certificates of Insurance (Approved by the City Aftome ) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Findings/Conditions for Aperoval and/or Denial Not Applicable ::EXPLANATION FOR'MISSING.ATTACHMENTS. REVI WED_ .. ..RETURNED. .�_ ,FORWARDED- Administrative Staff /L Assistant City Administrator Initial City Administrator Initial oljv City Clerk =s: EXPLANATION FOR RETURN_OP ITEM: SpaceOnly) RCA Author: J1 CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK CONNIE BROCKWAY CITY CLERK LETTER OF TRANSNHTTAL OF ITEM APPROVED BY THE CITY COUNCIL/ REDEVELOPIMENT AGENCY OF THE CITY OF HUNTINGTON BEACH DATE: September 8, 2000 TO: ' URS Greiner Woodward Clyde ATTENTION: Nancy Gardiner, Proj . Mgr. Name 1615 Murray Canyon Rd., Suite 1000 DEPARTRIEENT: Street San Diego, CA 92108 REGARDING: Amendment No. I to Prof. City,Stale,Zip Services Contract / Engineering Services See Attached Action Agenda Item E-16 Date of Approval 08-21-00 Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item. Remarks: Connie Brockway City Clerk Attachments: Action Agenda Page x Agreement x Bonds Insurance x RCA Deed Other CC: R. Beardsley DPW x x x Name Department RCA Agreement Insurance Other K. Dills DPW x x x Name Department RCA Agreement Insurance Other Name Department RCA Agreement Insurance Other Name Department RCA Agreement Insurance Other C. Mendoza x x Risk Management Dept. Insurance ITelaphone:7 44636-52271 Council/Agency Meeting Held: 1`"G Deferred/Continued to: A proved ❑ Conditionally Approved 0 Denie Jam►-City 4rk' Signature Council Meeting Date: AUGUST 21, 2000 Department ID Number: PW-00-083 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL SUBMITTED BY: RAY SILVER, CITY ADMINISTRATOR AY (L-q PREPARED BY: ROBERT F. BEARDSLEY, DIRECTOR OF PUBLIC WORKS SUBJECT: AUTHORIZE EXECUTION OF AMENDMENTS TO AGREEMENTS WITH URS GREINER WOODWARD CLYDE AND KOMEX H2O SCIENCE FOR STUDIES RELATED TO URBAN RUNOFF/COASTAL REMEDIATION Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachments) Statgtment of Issue: Amendments to the agreements with URS Greiner Woodward Clyde and Komex H2O Science are requested for urban runoff/coastal remediation studies. Funding Source: General Fund, Urban Runoff Program, AA-PW-101-3-90-00, Contract Services, totaling $892,000. Funds were appropriated April 17, 2000 Recommended Action: Motion to: 1. Authorize the Mayor and City Clerk to execute Amendment No. 1 in the amount of $528,000 to the existing contract with URS Greiner Woodward Clyde for Phase II Engineering Services in Support of Identifying and Eliminating Bacteria in Urban Runoff Discharges to Huntington Beach. 2. Authorize the Mayor and City Clerk to execute Amendment No. 1 in the amount of $364,000 to the existing contract with Komex H2O Science for Phase 11 Geologic, Hydrogeologic and Geophysical Consulting services. Alternative Action(s): Do not authorize execution of the amendments and instruct staff on how to proceed. C C= LiII �ti REQUEST FOR ACTION MEETING DATE: AUGUST 21, 2000 DEPARTMENT ID NUMBER:PW-00-083 Analysis: On April 17, 2000, the City Council authorized the preparation of amendments to the existing agreements with URS Greiner Woodward Clyde (URS) and Komex H2O Science (Komex) for studies relating to urban runoff/coastal remediation. An additional budget appropriation of $950,000 was also approved. The Phase II studies were necessary to continue the City's efforts in identifying and eliminating the source(s) of bacteria that led to the recent surf zone closures. At the time of contract preparation approval, the scope of work was under review and an estimated additional cost of$385,000 was approved. Upon further discussion and review of the scope of work, it was determined that certain hydrodynamic data would be necessary to perform a comprehensive study. The Phase I study by Komex in the amount of $150,000 was approved on January 3, 2000. The Phase II amendment is for an amount of $364,000 as presented to Council on April 17, which brings the total contract cost to $514,000. The Phase I study by URS in the amount of $399,000 was approved on January 28, 2000. The Phase 11 Amendment is for an amount of $528,000. The additional cost of the expanded scope of work is $143,000 bringing Amendment #1 costs to $528,000 and the total contract amount to $927,000. Fieldwork by both firms is now complete. Draft reports are currently under review and should be finalized by October, 2000. Environmental Status: Not applicable. Attachment(s): DescriptionCity Clerk's Page NLIMber No. 1 Amendment No. 1 —URS Greiner Woodward Clyde 2 Amendment No. 2—Komex H2O Science 0 f3w.. 10) RCA Author:g:engldills... RCA for Kornex and URS amendrnents.doc -2- 08111/001:65 PM ATTACHMENT # 1 AMENDMENT NO. I TO PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND LfttS GREINER WOODWARD CLYDE INTERNATIONAL-AMERICAS, INC. FOR ENGINEERNG SERVICES IN SUPPORT OF IDENTIFYING AND AND ELIMINATING BACTERIA IN URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH THIS AMENDMENT ("Amendment to Original Agreement") is made and entered into this 21st day of August , 2000, by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation, hereinafter referred to as "CITY," and URS GREINER WOODWARD CLYDE INTERNATIONAL-AMERICAS, INC., a Nevada corporation, hereinafter referred to as "CONSULTANT." WHEREAS, on January 18, 2000, CITY and CONSULTANT, entered into that certain written agreement entitled "Professional Services Contract Between the City of Huntington Beach and URS Greiner Woodward Clyde International-Americas, Inc. for Engineering Services in Support of Identifying and Eliminating Bacteria in Urban Runoff Discharges to Huntington Beach (the "Original Agreement"); CONSULTANT has completed its work under the Original Agreement and has been paid for its services; On or about July 15, 2000, CONSULTANT submitted to CITY a proposal to supplement its consulting work under the Original Agreement to address such additional matters as oceanographic: field data collection, water quality sampling in the surf zone, and dye dispenser in the nearshore area; CITY is desirous of utilizing CONSULTANT's services for such additional consulting work; and CITY and CONSULTANT now wish to amend certain sections of the Original Agreement to incorporate CONSULTANT's additional consulting work, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: I. SECTION 1. The first paragraph of Paragraph I "WORK STATEMENT" of the Original Agreement shall read as follows: CONSULTANT shall provide to CITY all services as set forth in that certain document, submitted by CONSULTANT to CITY, entitled "Scope of Work for Intensive Oceanographic Field Data Collection, Water Quality Motoring, and Dye Studies April 7, 2000 (Revised);" a copy of which is attached hereto as Exhibit A and incorporated herein by reference (the "PROJECT"). 2. SECTION 2. Paragraph 3 "TIME OF PERFORMANCE" of the Original Agreement shall read as follows: 00agr `urs 8`14 00 I CONSULTANT shall complete each phase of the Project in accordance with the Schedule set forth in Exhibit A. 3. SECTION 3. Paragraph 4 "COMPENSATION" of the Original Agreement shall read as follows: In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT a fee not to exceed Five Hundred Twenty-Seven Thousand and Eighty- Two Dollars ($527,082) unless a greater amount is authorized by City Council. If it appears that the cost of CONSULTANT's services will exceed $527,082 to complete the PROJECT, CONSULTANT shall notify CITY as soon as practicable in advance of its occurrence. 4. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Original Agreement shall remain in full force and effect. II` WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. USR GREINER WOODWARD CLYDE CITY OF HUNTINGTON BEACH, a INTERNATIONAL-AMERICAS, INC. municipal corporation of the State of California By: ",/ C. L ., rin:Gka_•LI C- g:L4...rds , Sa..r`�-U•{�. Mayor AND ATTEST: By: print name City Clerk ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary- Treasurer APPROVED AS TO FORM: REVIEWED AND APPROVED: City Attorney City Administrator INITIATED AND APPROVED: Director of Public Works 00agrechirs?8.'14100 2 FRO,19 -: URS_M 1 cs�ae 1 C. R 1 c hara.S FAX NO. : 510 874 1750 Aug. 14 2000 04: 12PN P3 13/03 � I l } ; CONSULTANT-shell complete each phase of the Project in accordance with the 'I : Schedule see forth in Exhibit A. 3. SECTION 3. Paragraph 4 "COMPENSATION'"of the Original Agreeement shall read to follows: I • Its oonsidamhon of the perfbmiance of the service.described Win, CITY agoras to pay CONSULTANT a Tice not to exceed Five Hundred TwaM-Soven Thnusand andEigftty- i Two Dollars($527,082)unlem a greater amount is a:ithorized by City Council. If it appears that the wit of CONSULTAN'Ts se.Mow will exceed S577,082 to complete the PROJECT, ' CONS ULTANT shall notify CITY as soon as practicable in advance of its accuse}ce. I � 4. REAMMATION Excapt aB cpecifscally modified herein, all other terms and conditions of the Original Agreement shall remain in full force and efrect. f I IN WITNESS WHEREOF,the patties hereto have caused this Agreement to be executed by f and through their autharizcd offioes the day,month and year first abava vrriueu. 1 UST([3ItEM WOODWARD CLYDE CITY OF Hi.TNTIA'OTOh'BEACH, z j MrLMNATIONA -AMRICAS, TNC. municipal corporation oflbe State of California � . Michael C. Richards, Senior Vice Mayor AND Pres3den: I K A2 CE5T: 4 U&IL MM W--g-a-&WML�-G�— priit narm City Clerk � � � ITS: (c 9oo�taAy/ChiefFirtandal :. Offi lost Secr reuurar APPROVED AS TO FORM: AND APPIt OVED: G�, a3 lty Attorney t8a city Administwor INITIATED AND APPROVED: ' Director of Public Works oas�.r rsr.,t uua 2 TOTAL P.03 i CONSULTANT shall complete each phase of the Project in accordance with the Schedule set forth in Exhibit A. 3. SECTION 3. Paragraph 4 "COMPENSATION" of the Original Agreement shall read as follows: In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT a fee not to exceed Five Hundred Twenty-Seven Thousand and Eighty- Two Dollars ($527,082) unless a greater amount is authorized by City Council. If it appears that the cost of CONSULTANT's services will exceed $527,082 to complete the PROJECT, CONSULTANT shall notify CITY as soon as practicable in advance of its occurrence. 4. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Original Agreement shall remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. USR GREINER WOODWARD CLYDE CITY OF HU TINGTON BEACH, a INTERNATIONAL-AMERICAS, INC. municipal corporation of the State of California By: 1�m 4ftv� ee Mayor Pro lein AND ATTEST: By: - print name City Clerk `f-6-4o ITS: (circle one) Secretary/Chief Financial Officer/Asst. Secretary- Treasurer APPROV D AS TO FORM: REVIEWED AND APPROVED: g.lv.00c'o yy Ntorney — 1.16, City A ministrator D AND APP VED: Director of Public Works 00agee!urs.!8!14100 2 RJG 14 '00 11:54 PR K'NKLE RO]TGER SPRIGG714 667 7806 TC 374:590 P.02/10 ADDENDUM TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND URS GREINER WOODWARD CLYDE DATED JANUARY 18, 2000 ENGINEERING SERVICES IN SUPPORT OF IDENTIFYING AND ELIMINATING BACTERIA IN URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APRIL 7, 2000 (REVISED) L'RS Greiner Woodward Clyde (URS), in association with Moffatt & Nichol Engineers (M&N) and the University of Southern California (USC) has developed the following scope of work to address oceanographic field data collection, water quality sampling in the surf zone, and dye dispersion in the nearshore area. This study will be conducted during the same period of time when the University of California — Irvine will be conducting a concentrated sampling effort in the Talbert Marsh (May 3-17, 2000). OCEANOGRAPHIC IN TRUMENTATION DEPLOYMENT AND FIELD DATA COLLECTION Hydrodynamic data will be collected simultaneously in the lower Santa Ana River, Newport Slough, Talbert Marsh and the ocean. The equipment to be used includes two InterOcean S4 ADW wave and tide/current meters, two Acoustic Doppler Current Profilers (ADCPs), one Aanderaa tide/current meter and one Brancker tide meter. One of the ADCPs will be maneuvered through the surf zone attached to a boat during certain periods of the study to better define Ion-shore currents. A figure showing the proposed instrumentation is attached. Related activities included in this proposal are coordinating a Littoral Environmental Observations (LEO) Study to be performed by State and City lifeguards and analyzing the data, providing marine transport of water samples from offshore to the beach during two 24-hour sampling days, and attending meetings. Task] —Program Set-UR A. Visit the site to determine specific logistical requirements; B. Plan project elements such as requirements for site access, approvals to moor instruments, coordinate with the Coast Guard and lifeguards, coordinate with URS data collection program, detennine data formats, and prepare base gaps, C. Coordinate ocean-related activities between M&N, URS, the tiCI Talbert Marsh study and the USC dye study; D. Design and construct instrument moorings- E. Service and calibrate instruments, EXHIBIT A AUG-14-2000 11: 13 714 667 7806 96% P,02 I RUG 14 '00 11:54 FR K:NKLE RGDIDER SPRIGG714 667 7806 7D 3741-590 P.03/10 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APRIL 7, 2000 (REVISED) Page 2 F. Install moorings and deploy instruments. Deployment includes: 1. Two ADCP current meters placed 5 kilometers apart (off west Newport Beach and off Beach Boulevard) at depths of-3.5 meters mean lower low water, or MI LLW, to measure current velocity profiles and tides,- 2. One S4 ADW at a depth of -20 meters rtiILLW off Magnolia Street to measure directional waves and tides; J. One Aanderaa directional current/tide meter in the mouth of the Santa Ana River; 4. One S4 ADW directional current/fide meter in the mouth of the Talbert Marsh; and S. One Brancker tide meter in south Newport Slough. G. Survey the instrument mooring sites to record vertical and horizontal locations. The ground surveys will be performed using conventional survey equipment and will be tied into nearby established benchmarks. Ocean surveys will be performed using a Differential Global Positioning System. Task 2 —Data Recording-Retrieval and Analyses A. Leave instruments in place for data recording from May 3 to May 17, 2000; B. Retrieve all meters and download data; C. Process and analyze the data; D. Retrieve sediment samples (30 total) offshore and onshore, and perfonn sieve tests; and E. Meet with City staff to provide a progress report. Task 3 --Prepare Renarts A. Prepare and submit a Draft Report of results consisting of text, tables and figures; B. Prepare and submit a Final Report of results within two weeks after receiving comments from the City, OCSD and the County on the Draft Report, Task 4 —Present Results to the City A. Perform two Powerpoint presentations to the City; one presentation is assumed to be to staff and the other is assumed to be to the Council. The dates of the presentations will be specified by the City. Task 5 - Coordinate Littoral Environmental Observations (LE Study by State and City lifeguards and Analyze the Da#a A Meet with lifeguard staff to initiate the two-week study; it is assumed that State and City lifeguards will record the data; A. Respond to questions during the course of the study; B. Analyze the data and generate conclusions. EXHIBIT A ALG-14-2000 11:13 714 667 7306 9E% P.03 AUG 14 '00 11:54 FR KINKLE RODIGER SPRI5G714 667 7806 TO 3741590 P.04/12 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION,WATER QUALITY MONITORING, AND DYE STUDIES APRIL 7, 2000(REVISED) Page 3 Task 6 =Pr_o_v_ide�Marine Transport Of Water Same es )~rqm Offshore To The Beach D.iring Two 24-Hour Samolina Days A. Drive one powerboat offshore and one inflatable boat through the surfzone over two 24-hour periods to transport offshore water samples taken by URS to a shore station for transport to the testing laboratory. Task 7— Attend City Progress Meetings A. The City has requested attendance at nine progress meetings in March and April of 2000. Attendance at these meetings was not included in the original scope of work and is included here to cover costs incurred. Two persons will attend each meeting. Additional meetings will be billed on a time and materials basis per the attached rate schedule. Schedule The instruments will be installed as soon as possible to attempt to record data between May 3 and May 17, 2000. A minimum of three weeks time is required after Notice-to- Proceed to implement the instrumentation system. Data retrieval will occur within 21 days after instrument deployment, and all other field activities will be complete at that time. The Draft Report will be submitted on June 29''and the final deliverable will be submitted two weeks after comments are provided by the City on the draft report. Presentations will be scheduled according to the City's needs. WATER QUALITY AZONZTORPiG IN THE SURF ZONE AND NEARSHORE URS will be responsible for collecting water quality samples in the surf zone and nearshore area. The scope of work for URS focuses on developing an understanding of the changes in bacteria levels in the surf zone and shallow nearshore waters over time. These data will also serve an important role in providing water quality data for use in calibrating Moffatt& Nichol's proposed oceanographic model. Currently, the Orange County Health Care Agency collects surf zone samples in ankle- deep water on a weekly basis. Decisions about whether to post or close a beach are based on one grab sample, and follow-up sampling is conducted a day or more following identification of an exceedance. However, in reality, levels may change within a period of hours or even minutes. It is hoped that changes in the bacteria Ievels may be determined to be correlative with operational changes with the storm water pump stations and tidal flows (especially during ebb tides) In addition, the Health Care Agency only collects water from the shallow area along the beach. This study will examine bacteria levels in waist-deep waters to evaluate the concentrations in water depths where people swim and surf. As with any scientific study, a certain amount of variability is expected in the data. However, our hypothesis to be tested is that surf zone and nearshore samples EXHIBIT A AUG-14-2020 11:14 714 667 7906 9?% P.04 RUG 14 '00 11:55 FR K:NKLE ROD15ER SPRI5G714 667 7806 TG 3741590 P.05/1e ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FTELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APRIL 7, 2000 (REVISED) Page 4 will tend to be elevated following ebb tide conditions while the storm drain pump stations are actively discharging to the flood control channels. The following sections present the specific tasks in our approach to conducting this water quality sampling effort. Task 1. Project Planning and Develo met lin Des' Implementation, and Coordinati_on_Plan The first task in the sampling effort is to develop a detailed plan for the design, implementation, and coordination of the sampling effort. This plan will describe the specific sampling locations, frequency of sampling, sample handling, QA/QC, analysis, health and safety, and coordination and scheduling of the efforts between the various parties conducting simultaneous research (URS, Moffatt & Nichol, UCI, and USC). This task also includes planning efforts involved with developing the scope of work, including meetings with UCI, USC, and Moffatt & Nichol, identification of a certified analytical laboratory capable of performing the required analysis, and pre job coordination of sampling staff. Task_2. Surf Zone Water Ouali„y Monitoring Surf zone sampling stations will be established at various locations north and south of the Santa Ana River(SAR) mouth (Station ON). These include the following locations: • SAR mouth (Station ON) ■ 10 m north of Station ON • 1000 m north of Station ON (Station 3N) 2000 m north of Station OIL (Station 6N + 3000 m north of Station ON (Station 9N) Talbert Channel (near outlet) At each of these locations except the Talbert Channel, samples will be collected from ankle deep water in the surf zone (which is the same location and depth at which the County Environmental Health Department obtains samples) and waist deep water (depth of approximately 3 feet), Water samples will be collected from the surface of the water. One sample will be collected at the Talbert Channel. The sample will be obtained from the surface of the water flowing in the center of the channel using a sampling extension pole. Water samples will be obtained once an hour, 24 hours per day, 7 days per week over the two-week project duration. At the sampling station located 10m north of Station ON, samples will be collected once an hour, 24 hours per day, for two days. The intent of this effort is to determine to what extent concentrations change within a short spatial interval from the outlet (Station Old') to a point immediately north. This correlation may provide valuable insights, especially with respect to model calibration. EXHIBIT A RUG-14-2000 11:14 714 667 7806 9e% P.05 RUG 14 '00 11:55 FR KINKLE RODI5ER 5PR1GG714 557 7B06 TO 3741590 P.06/10 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APR IL 7, 2000 (REVISED) ]Pane 5 Water samples will be collected manually in a 100 ml sterile plastic bottle from each station per hour. Three containers will be collected from each station for analysis of total coliform, fecal coliform, and enterocoecus. The sample containers will be placed in a cooler on ice for transport to the analytical laboratory. Samples will be picked up by URS personnel and delivered to the laboratory within 6 hours of collection. Sample delivery will occur on a 24-hour per day, 7-day per week basis (total of 3,120 samples). Task 3, Ocean Water Quality Monitoring During two 24-hour periods over the course of the study, water will be obtained from a boat offshore of the ON site and offshore of another site (tentatively referenced as the 9N site). The intent will be to conduct the offshore sampling in the area where the dye studies indicate circulation is coming onshore. Therefore, the location of the second offshore site may be modified depending on the results of the dye study. Samples will be collected from a vessel at approximately the 10 foot and 20 foot depth levels, also at the surface of the ocean. Moffatt & Nichol will be responsible for providing the vessel and an operator. URS will provide a trainer sampler to obtain water quality samples. The samples will be collected hourly from the four locations and shuttled to the shore via a small vessel such as a Zodiac. Moffatt & Nichol will be responsible for providing the Zodiac watercraft and a driver. The two 24-hour periods for the study will be selected to occur within two days following each of the two dye studies to be conducted by USC. We anticipate that the first of the two dye studies will be conducted in the first few days of the study and the second dye study will be conducted in the late part of the study period. Water samples will be collected manually in a 100 ml sterile plastic bottle from each station per hour. Three containers will be collected from each station for analysis of total coliform, fecal coliform, and enterococcus. The sample containers will be placed in a cooler or. ice for transport to :he analytical laboratory. Samples will be picked up by URS personnel and delivered to the laboratory within 6 hours of collection. Sample delivery will occur on a 24-hour per day, 7-day per week basis(total of 192 samples). Task 4. Surnmary Report URS will summarize the bacteria results collected as pan of this study in an Excel spreadsheet. The spreadsheet will include calculations of the means and standard deviations by sampling station. Along with the spreadsheet, URS will provide a written report summarizing the activities conducted as parr of the sampling effort. Schedule URS will be available to begin work on this scope of work immediately upon approval of the Addendum by City Council on April 17, 2000. The field work will be conducted during the period May 3 through 17, 2000. Bacteria results will be provided to LIRS by the analytical laboratory within three weeks of completion of sampling activities (June 7, 2000). URS will provide the Summary Report to the City of Huntington Beach by June 21, 2000. EXHIBIT A RUG-14-2000 11:15 714 667 7eo6 P.06 AJG 14 '00 11:55 rR K:NKLE R09IGER SPRIGG714 667 7606 TC 374'-590 P,07/10 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITOR[NG, AND DYE STUDIES APRIL 7, 2000 (REIVzSED) Page 6 OPEN OCEAN DYE TESTING Hypotheses and Research Questions: As the result of the expert panel review of the study of Huntington Beach bacterial contamination during the summer of 1999. the hypothesis was submitted from Professor Philip Roberts that a "jet" of water extends offshore from the mouth of either Talbert Marsh or the Santa Ana River. Bacterial contamination occurs under conditions that provide large flushing of the marsh or river during spring tide conditions, Research Questions: 1. Is material leaving either Talbert Marsh or the Santa Ana River adverted alongshore toward station 9N? 2. Does the material leaving either of the two sources proceed offshore as a jet which is later adverted back toward shore, or is it immediately entrained into the longshore flow? 3. Is there some physical process that acts to retain or concentrate water in the region of 9N? Possible processes include subsurface topography that causes waves convergence in the region of 9N, or recirculation associated with rip currents. Approach: We plan to inject dye into the ebbing flow from the mouth of Talbert Marsh and the Santa Ana River to evaluate the flow and dispersion of the water entering the coastal nearshore zone from the two watersheds. We will use Rhodamine WT because it is not easily photodegraded and because its fluorescence characteristics are distinct from natural fluorescent sources in the ocean. Once released into the ebbing flow, the dye will be tracked using an aircraft equipped with a DMSV (Digital Multi-Spectral Video) sensor. This is a four-channel sensor that detects upward light radiance at four visible wavelengths These wavelengths are optimized for detection of Rhodamine WT. One channel detects in the region of maximum light absorption and the other channel detects in the region of maximum Rhodamine WT fluorescence. The two remaining channels will be used for background optical measurements. Two separate dye experiments will occur, hopefully with different oceanographic conditions. During each dye experiment, two dye injections are planned. An initial patch of dye will be injected into the mouth of Talbert Marsh early in the ebbing tide. This release will last for about 30 minutes. We will then move the injection apparatus to the mouth of the Santa Ana River (SAR) where we will inject a second one-half hour dose of Rhodamine WT about 1 hour after the release from Talbert Marsh. The size of the EXHIBIT A AUG-14-2000 11:17 714 667 7606 96% P.O? RU5 14 '00 11:58 FR K:NKLE ROD15ER SPRIGG714 667 7806 TC 374:590 P.08/10 ADDENDUM: SCOPE OF WORK FOR UTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APRIL 7, 2000 (REVISED) Page 7 patches in the ocean will depend on the alongshore current speeds. If the alongshore current is about 1 knot(50 cm/s)each patch will be approximately '/S mile long. The dye will be tracked with three modes of sampling. The dye will be mapped at the time of each release with the aircraft that will map the spatial distribution of the dye entering the coastal ocean from each source, The aircraft will map a region approximately 10 miles along coast centered on Talbert Marsh and SAR river mouths, and 1000 meters (-3300 ft.) wide. The aircraft will make one flight while the dye is initially being released. A second flight will occur when the dye is released from SAID and a third flight will occur approximately one hour later to track the progression of the two dye patches. The dye concentration will also be monitored continuously with an in situ fluorometer at two sires starting with the first release. One site will be at beach station 3N, because we expect the initial mixing of the dye should be completed by this point. This station thus gives us a dye concentration near the source, but after initial dilution has occurred. The second site will be at 9N, in the vicinity of where the highest bacteria] counts were often observed during the su nmer of 1999. In addition to these two fixed sites, we will have a fluorometer on a vehicle that will sample at various sites along the beach. The vehicle provides for the contingency that the alongshore flow could be downcoast, and thus the fixed sampling sites may not see the dye. The mobile sampling will be directed by visual and aircraft observations initially. The mobile site will also provide measurements on a routine basis at sites in between and beyond the two fixed sites. The third mode of sampling will employ automated samplers deployed by Moffatt and Nichol. We will obtain hourly batch samples from automated samplers at 2 sites, 0 N and 9N. These samples will be obtained at 4 sampling positions from the surf zone out to 20 feet water depth. Discrete water samples will also be obtained at the two fixed fluorometer locations on an hourly basis, or as needed for laboratory calibration of the fluorometer signals. Data Analysis and Processing (Expected Products): Two types of products result from this study. The aircraft mapping will yield maps of the alongshore distribution of dye. Several of these maps will be obtained the day of the dye release and the day following the dye release. The fixed tluorometers will provide a high resolution time series of dye concentrations at the two fixed sites, and the mobile station will provide a more coarsely resolved time series at several sites along the beach. The aircraft maps will cover an area about 1000 meters (3280 ft.) wide by l0 miles tong. The maps will provide evidence of the alongshore transport, dispersion processes including alongshore stretching due to shear, and cross-shelf exchange associated with rip currents and other processes. EXHIBIT A RU6-14-2000 11 17 714 667 76CB 98% P.08 AJG 14 '00 11:5B FR KINKLE RODIGER SPRI5G714 667 78e6 TO 3741590 P-09/10 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, 'WATER QUALM MONITORING, AND DYE STUDIES APRIL 7, 2000 (REVISED) Page 8 The time series will show how the dye patches varies temporally in the alongshore direction. 'tasks: Task l: Pro'ect Planning This task includes preparation, coordination and planning in conjunction with the other participants within this individual project and with the other teams (URS Greiner, Moffatt and Nichol, and UCI) involved in the overall study of the project Task 2: PrgpLrarjon forlield Dye Stud Task 2 includes preparation of equipment and materials for the field project. This includes setting up of the fluorometers for configuration required for this effort, configuration of the dye injection apparatus (pump and manifold), and calibration of both Field and laboratory instruments. Task 3: Dye Nection and Tracking Study The actual dye study includes the costs of obtaining Rhodarnine WT for the experiment, aircraft overflights for remote sensing of the dye, beach-based sampling, and laboratory processing of samples for validating the field measurements. Task 4: Data Processing,Analysis. and Reportir�� Once the data is obtained, the data will be processed into engineering units using the calibrations obtained prior to and during the field effort, statistical and graphical analysis of the data sets, and writing and producing the project report. Tack 5: Cont pgencv Costs The project could be delayed due to overcast conditions. We will have to pay a forfeiture charge to the aircraft operator should that occur. These costs will charged to the client only if it is necessary to pay the forfeiture and only for the amount actually paid. Estimated Fees N4offatt_& Nichol Fee TASK W.MBER DESCRIPTION FEE IA Visit the Site $902 1 B Plan Proect Elements $4 718 1C Coordination of Team $3,680 1D Design and Construct Moorings 1 $9,085 IE Service/Calibrate Instruments $9,698 1F Install Moorings./Instruments $7,378 IG Survey Moorings/Instruments $2,498 EXHIBIT A AZ1G-14-221@0 11:18 714 667 7806 96% P,09 AQU 14 '00 11:58 FR K:NKLE RODIGER SPRIGG714 667 7806 TO 3741552 P. 10i10 ADDENDUM: SCOPE OF WORK FOR INTENSIVE OCEANOGRAPHIC FIELD DATA COLLECTION, WATER QUALITY MONITORING, AND DYE STUDIES APRIIL 7, 2000 (REVISED) Page 9 2A Retrieve Meters & Data $3312 2B ' Process/Analyze Data S21,666 2C Sample Sediment $4 653 2D City Progress Meeting $I,730 2E Instrument Leases $9,821 3 A Prepare,Draft Report $10,214 ' 313 r Prepare Final Report $6 245 4A Two Public Presentations $5,235 SA - Meet with Lifeguard Staff $902 5B Respond to Questions S902 5C I Analyze Data $6,742 6A Transport Water Samples S8 195 7A Attend Nine Meetings_ $10 019 TOTAL Elm, $127,594 URS Greiner Woodward (:lvdg Feed Task 1. Project Planning and Development of a Sampling Design, Implementation, and Coordination Plan S 17,000 Task 2. Surf Zone Water Quality Monitoring $240,000 Task 3. Ocean Water Quality Monitoring $ 12,000 Task 4. Summary Repoli S 6,000 Contingency 5°o of Total 13,750 TOTAL $288,750 U5C Fees Task 1: Planning S 1,674 Task 2: Field Preparation S 11,111 Task 3: Field Dye Study $ 85,523 Task 4: Analysis and Reporting $ 5,990 Task 5: Car tingency $ 6440 Total: $110,738 GRAND TOTAL OF CONTRACT ADDENDUM: $527,082 EXHIBIT A ** TOTA_ PAGE.10 ** AUG-14-2000 11:18 714 667 7806 96% P.10 N ICATE NUMBER Z j - ' NI;ARSHc_'USAt1 F I CATEQ&IN 9 U' Sli�EAR �4 1000165017-03• M PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS MARSH RISK&INSURANCE SERVICES NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE THREE EMBARCADERO CENTER-THIRD FLOOR POLICY.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE SAN FRANCISCO,CA 94111 AFFORDED BY THE POLICIES DESCRIBED HEREIN. COMPANIES AFFORDING COVERAGE COMPANY 10078-WC IA-001 10- A NATIONAL UNION FIRE INS.CO.OF PITTSBURGH. PA INSURED COMPANY URS GREINER WOODWARD-CLYDE B ST. PAUL FIRE&MARINE INSURANCE CO. INTERNATIONAL-AMERICAS, INC. VA GTRw- COMPANY 100 CALIFORNIA STREET SUITE 500 C NIA SAN FRANCISCO CALIFORNIA941 11 Vo V%JW UR Ja aCOMPANY i D AMERICAN INTL.SPECIALTY LINES INS.CO. COVERAGEVgV�Pb_h ersea-e:s�!Wrfd:'re'pla-c'e-sran'y'p"re'v'!-O—u-SCS�i�s�u'�d cAfic�ie' 3 CE DESCR19FD HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HERE�N FOR E POLICY PERIOD OD INDICATED THIS IS TO CERTIFY THAT P.POLICIES OF INSURANCE THE I 1 NOTWTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.CONDITIONS AND EXCLUSIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MMj`OD1Yy) DATE(M1.410ONY) I A GENERAL LIABILITY IGL933-0915 04/01100 04/01/01 GENERAL AGGREGATE $ 2.000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 2.000.000 CLAIMS MADE L_X_1' OCCUR -PERSONAL&ADV INJURY $ 1,000.000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1.000.000 FIRE DAMAGE(Any one fire) $ 1,000,000 MED EXP fAny one Parson) $ 5.000 B AUTOMOBILE LIABILITY :CA00200302(AOS) 04/01100 104111111 COMBINED SINGLE LIMIT $ 1,000.000 X ANYAUTO CA00200303(TEXAS) ALL OWNED AUTOS CA00200304(VIRGINIA) I I BOO ILY INJURY $ SCHEDULED AUTOS CA060MA4053(M60� (peperson) HIRED AUTOS BODILY INJURY $ x NON-OWNED AUTOS (Per secident) PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ GY ANY AUTO OTHER THAN AUTO ONLY- 10 i e�Oj- EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE s UMBRELLA FORM I AGGREGATE S OTHER THAN UMBRELLA FORM s x i VVL.YLAFU- I JOTH B WORKERS COMPENSATION AND WVA0203901 01101100 01/01/01 TOR�LIMITS ER EMPLOYERS'LIABILITY EL EACH ACCIDENT Is 1,000.000 THE PROPRIETOR! INCL EL DISEASE-POLICY LIMIT I$ 1,000,000 PARTNERSJEXFCUTFVE OFFICERSP EXCL EL DISEASE-EACH EMPLOYEEJ 1,000.000 D OTHER PROFESSIONAL 476-3090 04/01100 04101101 LIABILITY(E&O) $1,000,000 Each Claim CLAIMS MADE FORM. $1,000,000 Aggregate DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESISPECIAL ITEMS(LIMITS MAY BE SUBJECT TO DEDUCTIBLES OR RETENTIONS) RE: ENGINEERING SERVICES IN SUPPORT OF IDENTIFYING&ELIMINATING BACTERIA IN URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH project No.: 58-00067005.01 SEE ATTACHED FOR GENERAL LIABILITY ADDITIONAL INSURED. A a CERTIFICATE!HOLDER CANCELLATION SHOULD ANY OF THE POUC:ES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE INSURER AFFORDING COVERAGE WILL EXA9K*W4XM MAIL A DAYS WRITTEN NOTICE TO THE CITY OF HUNTINGTON BEACH CERTIFICATE HOLDER NAMED HEREIN. I. 2000 MAIN STREET HUNTINGTON BEACH,CA 92648 r"&I"KX Xx9wvdwAwwx9MKM8XXXXx xxxxxxxxx MARSH USA INC. BY: Michio Nekota MM1(9199)j_! VALID AS OF: 04/25100 is�+%� r1i1r Fv•N+a:y.rht�+,^F.w x st t-+say. 4'-,�.c. .. w. -cr ., .�F�' .cr �..t�'«. .:" `•'a•..:'.f±'t�}" -ca 3F -sL;l K'°t^• - �-a'.,^ Y , �: �r _'�- :� _- - � �fi-- � �. ^�:. DATE(MMlDD1YY) ': A�DDTrONLA{, INFORSMATIONr � ,` 3 # SEAk044165017�03 0.4/25/00 PRODUCER 4 COMPANIES AFFORDING COVERAGE MARSH RISK&INSURANCE SERVICES COMPANY THREE EMBARCADERO CENTER-THIRD FLOOR SAN FRANCISCO,CA 94111 E j COMPANY F 10078-WCIA-00110- INSURED C s I COMPANY �` URS GREINER WOODWARD-CLYDE ,y 00 CALI ORNI�A STREEjCAS,INC. G SUITE 500 rNp+ COMPANY SAN FRANCISCO CALIFORNIA94111 �jt kv. 10 H TEXT t` - ,i rA y r'..x t c �- 4 i t- 'ti l..i�t*.x'...�da.Jt�.�!.. The City of Huntington Beach,its Agents,Officers. Employees&Volunteers and The State of California,its Officers,Agents, &Employees are included as additional insureds with respect to operations performed by or for the Named Insured as respects Generai&Auto Liability. The foregoing insurance is primary and non-contributory with any other insurance carried by or for the benefit of the Additional Insureds. Waiver of Subrogation applies as respects Workers Compensation to the extent where permitted by law. TO FOR'A CERTIFICATE-'HOLDER- CITY OF HUNTINGTON BEACH 2000 MAIN STREET HUNTINGTON BEACH,CA 92648 INCLUDES COPYRIGHTED MATERIAL OF ACORD CORPORATION WITH ITS PERMISSION. OIL 15 7 Uµt f-4 k- a RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: Authorize Execution of Amendments to Agreements with URS Greiner Woodward Clyde and Komex H2O Science for Studies Related to Urban Runoff/Coastal Remediation COUNCIL MEETING DATE: August 21, 2000 RCA-ATTACHMENTS STATUS Ordinance w/exhibits & legislative draft if applicable) Not Applicable Resolution (w/exhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map_and/or other Exhibits Not Applicable Contract/Agreement (w/exhibits if applicable) (Signed in full by the City Attome Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attomeyj Not Applicable Certificates of Insurance Approved by the Cit Attome ) Not Applicable Financial Impact Statement (Unbud et, over $5,000) Not Applicable Bonds (If applicable) Not Applicable - Staff Report (If applicable) Not Applicable Commission, Board or Committee Report If applicable) Not Applicable Find in s/Conditions for Ae2roval and/or Denial Not Applicable' EXPLANATION`FOR MISSING ATTACHMENTS REVIEWED. RETURNED FORWARDED; Administrative Staff Assistant City Administrator Initial City Administrator Initial ,ecp City Clerk ( ) EXPL-AN ION FO ETURN--OF. ITEM: a, asn v : - . Only) RCA Author: K Dills -CQMM. JOURNAL- ****-w****»,'oK******* DATE AUa-14-2000 ***** TIME t6:33 *** ** MODE - MEMORY TPANSMISSION START-AW-14 16:23 END-AW-14 16:33 FILE NO.-69P / STN NO. COMM. ABBR NO. STATION NAME/TEL NO. PAGES DURATION ( �, 001 OK a 17148471057 (020313 0 06:16 -URS LAW DEPT - ***** -415 39a 4525 100 Catifornia Street Suits 500 San Francisco.California"i 11.4528 UCor ,mp Telephone:(415)774-2700 F A X T R A N S M I 6 1 0 N 3! ?rTS . Law DOpartment FOGSIm1181 (418 Yp: Firm: Fmmirnile: Telephone: From. Date: page 4 of.. 3• Subject • f �!to 0 15 ':'r.`:,-�.�- ::� }, r.'•'fC:r=�'It,`'.:i75•�+e r .rf:�fr;.. ' p 4' f [:T ':��?•_ 'ja .•�,..t:. ••` :.-,,,:j:�� is y ' .: :•+..` +._ ::' t"-.y ti•.iy ."�Y:,n yr,:'. ei,mil:., .•,1 �y" ``i g:. r'ri: �e,.i�."j.yJ .:tom i• ,� :-"•-•_w. ;` ;- ' {,�}� •:.f.-^ i,1...*.'., •.J.y•�,_1!:.�it"r�J?s.F•`•fys'_ w-7 az.•:�. a URSCorpnration i.. :r.W'. 16].5 Murray Canyo n Road,Suite 1000 �+�, •r;. ';r,.�-�4'.s .«•.r•• '.':+`�r��• �>,.F�=;3'1•'::r..fy..•_s,t-�:::.,: � .F•'F'.'....r:�''y-%.- v San Diego.CA 9210$ ' ..F: _�, , �. >•.-:':•,ram• N: i':-F'. fir•. City Hall Attention: 'Robert Beardsley s Office � 2000 Main Street Huntington Beach, CA 9264$ j r" (714) 536-5437 1 i I • r'.jf - '�:•�7�...:e. ?'�a'7::'ram •� -, , .;F1,. ,:. �F.. i �....�._L -: ..A::ty*c=.�r�.�l�r^� %.':=�>.�'�'t:�:j,. �,b:•_:t'�'-a .. , '- 'a'=� L'�1`j:s.���:=�'-...+�+'i:J.��'i'•lr:..i'�f�+,�L- a�:» �`� .� •.?''.' O,ti:'a:+�:.. •j;�3t.'x}.=.y,"'.5�--�. '�s:.•�'► ��+�x -a - �t'::.�.�'�`ti4L:�:f';++�� ��i.r - - "I.: . y.�C'•r} u;;}ic� ��': ::�� ,'�,:+��;w,.-,ycar� s„-. .e .1.. ,; :��r �7:�' —_.i .:a.,: �}s" '.:'r;-' - "i,' `�''r.,•:1-t'•:�-�'$.: , ' •:3i..�'.. ���.A''� -frro• •>S;, f:-r'r-.r': :•,' r-r f'... ",�'i;s zrY.{�:.4y,., _.Y .+, 7bL°:s..�.. i'� 'E•" _ �..+l.++t�edtVi;�+.- .h•.}' `"rt. ,f �.,t.... •.�� k""�. . .. i - �#,"�.� �. �•'ham - k .: _. CITY OF HUNTINGTON BEA f MEETING DATE: 4/17/00 DEPARTMENT ID NUMBER: PW 00-35 Council/Agency Meeting Held: 4-11—N Deferred/Continued to: Approved ❑ Conditionally Approved ❑ Denied _ 1> City Clerk's Signature Council Meeting Date: 4117/00 Department ID Number: PW 00-35 CITY OF HUNTINGTON BEACH REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL SUBMITTED BY: RAY SILVER, CITY ADMINISTRATOR �t5 J -' PREPARED BY: ROBERT F. BEARDSLEY, DIRECTOR OF PUBLIC WORKS � SUBJECT: APPROPRIATE ADDITIONAL FUNDS FOR URBAN RUNOFF/COASTAL REMEDIATION; DIRECT PREPARATION OF AMENDMENTS TO CONTRACTS WITH KOMEX H2O SCIENCE AND URS GREINER WOODWARD CLYDE; AUTHORIZE ADDITION OF ASSOCIATE CIVIL ENGINEER FOR URBAN RUNOFFINPDES PROJECT MANAGEMENT Statement of Issue,Funding Source,Recommended Action,Alternative Action(s),Analysis,Environmental Status,Attachment(s) Statement of Issue: As part of the ongoing Urban Runoff/Coastal Remediation Plan, the City has retained firms to perform subsurface and surface studies in support of identifying and eliminating bacteria in urban runoff discharges to the ocean. The preliminary results of these studies indicate the need for expanding the scopes of work. A permanent staff position is being requested to manage the urban runoff and NPDES programs. Additional funds are required to continue the program. Fyndina Source: Unappropriated General Fund Balance. It is likely that these funds could be reimbursed through the recently approved State Water Quality Proposition 13. The City of Huntington Beach may be eligible for several millions of dollars for water quality control projects by way of this measure. Recommended Action: Motion to: 1. Appropriate $950,000 from the unappropriated General Fund Balance to the Urban Runoff Program. 2. Authorize the preparation of an amendment to the existing contract with Komex H2O Science, to continue Geologic, Hydrogeologic and Geophysical Consulting Services in RCA for urban runoff.doc -2- 04/13100 3:55 PM REQUEST FOR ACTION MEETING DATE: 4117100 DEPARTMENT ID NUMBER: PW 00-35 Support of the Urban Runoff/Coastal Remediation Action Plan. Negotiations would be conducted immediately for these additional services for an amount not to exceed $364,000. 3. Authorize the preparation of an amendment to the existing contract with URS Greiner Woodward Clyde, to continue Engineering Services in Support of Identifying and Eliminating Bacteria in Urban Runoff Discharges to Huntington Beach. Negotiations would be conducted at the appropriate time in the consultant's work progress. An appropriation in the amount of $385,000 is requested from which the additional services would be negotiated. 4. Approve the addition of an Associate Civil Engineer to oversee the Urban Runoff and Non-Point Source Discharge Elimination System (NPDES) programs, at an annual cost of approximately $92,000. Alternative Action(s): 1) Do not appropriate funds to the Urban Runoff Program, and discontinue further studies at this time. 2) Do not authorize an amendment to the contract with Komex for an expanded scope of services. This will result in incomplete hydrogeological information regarding subsurface groundwater and sediment bacterial monitoring. 3) Do not approve an amendment to the contract with URS Greiner for an expanded scope of services. This action will result in incomplete oceanographic and surface water quality information. 4) Do not approve the addition of an Associate Civil Engineer to manage the programs. Without a position assigned to the program, urban runoff issues will be absorbed into existing staff priorities. Capital projects and construction project management will experience significant delays or deferrals to future years. Analysis: At its September 20, 1999 meeting, the City Council appropriated $925,000 to support the Urban Runoff/Coastal Remediation Action Plan. To date, nearly $900,000 of these funds has been expended to implement the plan. On January 3, 2000, the City Council approved a contract with Komex H2O Science in the amount of $150,000, for consulting services related to the remediation plan. Specifically, Komex is performing investigations on subsurface drainage. On January 28, 2000, the City Council approved a similar contract with URS Greiner Woodward Clyde in the amount of $399,000, for investigations of surface drainage. The County of Orange (County) and the Orange County Sanitation District (OCSD) agreed to fund a portion of these contracts, in the respective amounts of$211,033 and $88,633. RCA for urban runaff.doc -3- 04fl3100 3:55 PM REQUEST FOR ACTION MEETING DATE: 4/17100 DEPARTMENT ID NUMBER: PW 00-35 The preliminary results of the Phase 1 work indicates that further studies by both firms are necessary to develop conclusive data. It is the goal of the firms to have the Phase 2 studies completed before the summer beach season. URS Greiner proposes extensive oceanographic data collection and water quality sampling, dye studies and summary reports for a total fee of $385,000. Komex proposes additional geophysical and hydrogeological investigation, expanded testing and a final report for a fee of $364,000. In addition, staff estimates the cost of other required testing, incidental costs related to dry flow diversion of flood pumping stations and additional staffing at $200,000. The table below summarizes these costs. Additional Tasks URS Greiner Water Quality Monitoring $289,000 URS Greiner Open Ocean Dye Testing $96 000- URS Greiner Subtotal $385,000 Komex Phase II $308,000 Komex Expanded Geophysical Investigation $56.000 Komex Subtotal $364,000 Required water testing, incidental costs of flood station diversion & additional staffing 200.000 Total $949,000 It has become apparent throughout the past six months that the City must increase its involvement in urban runoff and NPDES issues. Notwithstanding the results of current studies, water quality control concerns must be a sustained program. A new staff position is requested for continued program administration. Due to the technical nature of diversion and runoff projects, a professional civil engineer position is recommended. The original budget appropriation of $925,000 has been expended on professional services, water quality testing, and diversion of the storm drain pump stations to the Orange County Sanitation District facilities. The expenses are summarized below: Urban Runoff Program Expenses FY 99/00 URS Greiner $399,000 Komex H2O 150,000 Water quality testing 75,000 Cleanout and diversion of pump stations 250,000 Total $874,000 Reimbursement by County & OCSD 299,666 City Costs $574,334 RCA for urban runoff -4- 4113100 10:30 AM REQUEST FOR ACTION MEETING DATE: 4/17100 DEPARTMENT ID NUMBER: PW 00-35 Cooperative Funding: The City is in the process of negotiating cost-sharing, supplemental agreements with the County of Orange and the Orange County Sanitation District. The City has taken the lead role in retaining the necessary professional services; however, on-going side agreements for cost-sharing between the benefiting agencies has been, and will continue to be, an integral part of the Urban Runoff/Coastal Remediation Action Plan Program. Letters requesting support for additional cost sharing, supplemental agreements will be submitted to the County and OCSD. Because this entire public policy issue is so time critical, all aspects of the contract and cost-sharing process are being "fast-tracked" to the maximum extent possible. COUNCIL POLICY REGARDING REQUESTS FOR AN APPROPRIATION OF FUNDS: As adopted by the City Council in March 1998, all requests for appropriation of funds must meet one of the following criteria: 1) The request is for an unanticipated emergency, 2) the request is required to implement labor negotiations, or 3) The request will be offset by related new revenues. The new appropriation being requested is for an unanticipated emergency. Environmental Status: Not applicable to studies. Attachment City Clerk's Page Number No. Description 1 Fiscal Impact Statement RCA Author: Linda Daily :gc RCA for urban runoff -5. 4113100 10:30 AM � CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL. COMMUNICATION To: Ray Silver, City Administrator From: John Reekstin, Director of Administrative Services Subject: FIS 2000-24 Approve Amendments to contracts with Komex H2O Science and URS Greiner Woodward Clyde. Date: April 11, 2000 As required by Resolution 4832, this Fiscal impact Statement has been prepared for "Approve Amendments to contracts with Komex H2O Science and URS Greiner Woodward to provide additional funds for Urban Runoff/Coastal Remediation." If the City Council approves this request (total appropriation $950,000), the estimated unreserved, undesignated General Fund balance at September 30, 2000 will be reduced to $7,951 ,493. John Reekstin, Director of Administrative Services ADOPTED BUDGE CURRENT ESTIMATE $ 5,676,000 $ 7,951,493 Fund;Balance:-:General.Fund opts. u get _urrent,_.st mate: Beginning Fund Balance 101V99(unaudited) $ 11,734,000 $ 17,071,000 Plus: Estimated Revenue 114,110,841 114,110,841 Less: Estimated Expenditures (120,169,841) (120,169,841) Pending/Approved FIS's: (2,110,507) Less: FIS 2000-24 (950,000) Estimated 9/30100 Balance $ 5,675,000 $ 7,951,493 I ESTIMATED GENERAL FUND BALANCE - SEPTEMBER 30, 2000 E $8,000,000 $7,000,000 $6,000,000 - $53000,000 - $7,951,49 $4,000,000 i $3,000,000 $2,000,000 $5,675,00 $19000,000 - $- i ADOPTED BUDGET CURRENT ESTIMATE t� &IBER: CITY OF HUNTINGTON BEACHMEETING DATE: January 18, 2000 DEPARTMENT PW 00-006 Council/Agency Meeting Held: /p De�f rredlContinued to: fH A proved 0 Con di 'ov 0 ally A rove Den ed eP P y lerk's Signature t e Af �ofto ZZOF V on ,c. 31 Council Meeting Date: January 18, 2000 Department ID Number: PW 00-006 CITY OF HUNTINGTON BEACH . REQUEST FOR ACTION SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS SUBMITTED BY: RAY SILVER, CITY ADMINISTRATOR 02avIP D ,T VC r REP BY*. ROBERT F- BEARDSLEY, DIRECTOR OF PUBLIC WOW SUBJECT: MOTION TO APPROVE THE SELECTION OF URS GREINER WOODWARD CLYDE TO PROVIDE CONSULTING SERVICES IN SUPPORT OF THE URBAN RUNOFF/COASTAL.REMEDIATION ACTION PLAN Statement of Issue,Funding Source,Recommended Action,Alternative Actlon(s�,Analysis,Environmental Status,Attachment(s) Statement of Issue: The Urban Runoff/Coastal Remediation Action Plan cannot be fully implemented without the support of a consultant who specializes in identifying and eliminating bacteria in urban runoff discharges to local storm drain channels. URS Greiner Woodward Clyde has agreed to provide these services. These services require approval of the attached agreement. Funding Source: This agreement requires an expenditure of $399,000. Sufficient funds are available in fiscal account E-AA-PW-101-390-00 (Beach Closure) to cover the cost of services. The County of Orange and the Orange County Sanitation District have both agreed to fund an equitable portion of the recommended total cost (URS Greiner Woodward Clyde at $399,000, as herein recommended, and Komex H2O Science at $150,000, as approved by Council on January 3, . 2000) for professional services. Based on the recommended formula, the share for the County of Orange is $211,033 and the share for the Orange County Sanitation District is $88,633. The Orange County Board of Supervisors authorized staff to negotiate an agreement with the City for their contribution to the studies in an amount not to exceed$211,033. 0 grelner agreement.doc .2. 01/12/00 9:39 AM REQUEST FOR ACTION MEETING DATE: January 18, 2000 DEPARTMENT ID NUMBER: PW 00-006 Recommended Action: Motion to approve the professional services agreement with URS Greiner Woodward Clyde fppr a cost of$399,000. fIPP' ?'iFD 7 o, , OrH logir�am� ,. �DjJeenaV rhA-r R eoanc14 CO,��'� �J7�' �,✓Gra�e7rl,c 0 FoR f� dq,� T��7ltr i7�CTlNG &W WWo /-aR A Beier STAFF Affe native c �nf A'06`' COdAeiaYne n6e.ea 7a R�ran�• ?,(d.L Aease4mn&V on/ ;1d&J-F07 7a BA ve-oeo- r"4. Do not approve the recommended motion and forego the use of URS Greiner Woodward Clyde to implement a significant portion of the Urban Runoff/Coastal Remediation Action Plan. Analysis: During the summer of 1999, the near shore waters off the State and City beaches were sporadically posted and/or closed due to elevated levels of various bacteria. During these events, the County of Orange, the Orange County Sanitation District, and the City undertook a number of investigative and proactive measures to identify and correct the cause of the problem. While these measures may have alleviated the problem, they did not eliminate the bacterial contamination that still occurs on a sporadic basis. Most recently, City staff prepared a detailed Urban Runoff/Coastal Remediation Action Plan. While numerous steps of the Plan have been accomplished and/or are ongoing, a complete approach will necessitate professional support services to conduct additional technical investigations and feasibility studies, develop a detailed plan to implement the additional findings and oversee the completion of these efforts. On November 5, 1999, a team of representatives from the County of Orange, the Orange County Sanitation District, and the City met with eight consultants, at a pre-proposal meeting. By the November 22, 1999 deadline, four firms submitted proposals, as follows: FIRM LOCATION Holmes & Narver Orange, CA Komex-H20 Science, Inc. Huntington Beach, CA RS Environmental Engineering Huntington Beach, CA URS Greiner Woodward Clyde San Diego, CA On December 7, 1999, the team of agency representatives met and evaluated each proposal. Based on the outcome of this process, URS Greiner Woodward Clyde and Komex-H20 Science were selected for further consideration and were subsequently interviewed on December 16, 1999. Although both firms were deemed qualified to do the entire scope of work, URS Greiner Woodward Clyde exhibited exceptional qualifications through very relevant work in similar, previous projects. The agency team, however, also noted that Komex-H20 Science demonstrated exceptional qualifications in subsurface, geological science. Therefore, it is recommended that both URS Greiner Woodward Clyde greiner agreement.doc -3- 01114100 11:34 AM REQUEST FOR ACTION MEETING DATE: January 18, 2000 DEPARTMENT ID NUMBER: PW 00-006 and Komex-H20 Science be retained to provide the complete scope of services desired by the agencies. On January 3, 2000, Council approved a $150,000 professional services agreement with Komex-H20 Science for subsurface geological investigations. Subsequent to this action, an agreement with URS Greiner Woodward Clyde was prepared for the remaining technical services (watershed and sanitary surveys, focused source testing, oceanographic and feasibility studies). Approval of the URS Greiner Woodward Clyde agreement will complete the selection of consultants needed to implement the Urban RunofflCoastal Remediation Action Plan. The total cost of professional services, as recapitulated below, will not exceed $549,000. COST SUMMARY FIRMr ,r , SCO_P,E�OF,;W , 1. :.tF_4E4:.....11�'..s....C,f,i€t„n l.:.. e� ;sk=.n...:� :. . .... .. � .-.- - URS Greiner Woodward Clyde All tasks exclusive of subsurface geological investigations. I $399,000 Komex-H20 Science Subsurface geological investigations . 150,000 TOTALI $549,000 The County of Orange and the Orange County Sanitation District have agreed to provide their respective, recommended level of support for the cost sharing of these contracts as recapped below. RECOMMENDED AGENCY AMOUNT CONSULTANT f CITY`OF"' -- COUNTY ORANGE`'CO"'"° TOTAL i ` �' SANITATION FEES 1 ;DISTRICT, URS Greiner Woodward Clyde $144,334 $211,033 $43,633 $399,000 Komex-1-120 Science 105,000 0 , 45,000 150,000 TOTAL5 $249,334 $211,033 , $88,633 $549,000 Environmental Status: NIA greiner agreement.doc -4- 01/14/00 11:34 AM REQUEST FOR ACTION MEETING DATE: January 18, 2000 DEPARTMENT ID NUMBER: PW 00-006 Public Works Commission Action: Review by the Public Works Commission not required pursuant to Municipal Code Section 2.111.030. Attachment[s1: .e D- . . 1. URS Greiner Woodward Clyde Agreement RCA Author: Donald Noble:gc greiner agreement.doc -5- 01/14100 11:29 AM PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND URS GREINER WOODWARD CLYDE INTERNATIONAL-AMERICAS, INC. FOR ENGINEERING SERVICES IN SUPPORT OF IDENTIFYING AND ELIMINATING BACTERIA IN URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH THIS AGREEMENT, made and entered into this��day of 2000, by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and URS GREINER WOODWARD CLYDE INTERNATIONAL- AMERICAS, INC., a Nevada corporation, hereinafter referred to as "CONSULTANT." WHEREAS, CITY desires to engage the services of a consultant to provide engineering services in support of identifying and eliminating bacteria in urban runoff discharges, in the City of Huntington Beach; and Pursuant to documentation on file in the office of the City Clerk, the provisions of HBMC Chapter 3.03 relating to procurement of professional service contracts has been complied with; and CONSULTANT has been selected to perform said services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows: 1. WORK STATEMENT CONSULTANT shall provide all services as described in the verbal Request for Proposal on November 5, 1999, and CONSULTANT's proposal dated November 22, 1999 (hereinafter referred to as Exhibit "A"), which is attached hereto and incorporated into this Agreement by this reference. Said services shall sometimes hereinafter be referred to as "PROJECT." CONSULTANT hereby designates Nancy Gardiner, Project Manager, who shall represent it and be its sole contact in all consultations with CITY during the performance of this Agreement. 1 G:AgreeMoodward 2 0111 4100 2. CITY STAFF ASSISTANCE CITY shall assign a staff coordinator, Dennis MacLean, to work directly with CONSULTANT in the performance of this Agreement. 3. TIME OF PERFORMANCE Time is of the essence of this Agreement. The services of the CONSULTANT are to commence as soon as practicable after the execution of this Agreement and all tasks specified in Exhibit "A" shall be completed no later than five months from the date of this Agreement. These times may be extended with the written permission of the CITY. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in the Scope of Services on the Work Program/Project Schedule. This schedule may be amended to benefit the PROJECT if mutually agreed by the CITY and CONSULTANT. 4. COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT a time and materials fee not to exceed three hundred ninety-nine thousand dollars (S399,000) based on individual, estimated fees for Tasks 1, 2, 3, 4, 6 and 7 as listed in Exhibit A. The not-to-exceed fee may not be increased unless specifically approved by City Council. If it appears that the cost of services will exceed that set forth in Exhibit A as to each individual task, CONSULTANT shall notify CITY as soon as practicable in advance of its occurrence. 5. EXTRA WORK In the event CITY requires additional services not included in Exhibit "A," or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained. 6. METHOD OF PAYMENT A. CONSULTANT shall be entitled to progress payments toward the fees set forth herein as tasks are completed or on a monthly basis whichever is earlier. 2 G:Agree:Woodward 2 01/14/00 V B. Delivery of work product: A copy of every technical memo and report prepared by CONSULTANT shall be submitted to the CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such document, CITY shall identify specific requirements for satisfactory completion. Any such document which has not been formally accepted or rejected by CITY within 15 days of receipt shall be deemed accepted. C. The CONSULTANT shall submit to the CITY an invoice for each progress payment due. Such invoice shall: 1) Reference this Agreement; 2) Describe the services performed; 3) Show the total amount of the payment due; 4) Include a certification by a principal member of the CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement; and 5) For all payments include an estimate of the percentage of work completed. Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall promptly approve the invoice, in which event payment shall be made within thirty(30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If the CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non-approval, within seven (7) calendar days of receipt of the invoice, further performance shall be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement is terminated as provided herein. In the event services are so suspended, the time for completion shall be extended a like number of days. 3 G:AgreeMoodward 2 01/14/00 f f� D. Any billings for extra work or additional services authorized by CITY shall be invoiced separately to the CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance.with the .-extra work or additional services requested, and if CITY-is satisfied that-the statement-of hours worked and reimbursable costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement. 7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS CONSULTANT agrees that all materials prepared and completed hereunder, including all original drawings, designs, reports, both field and office notices, calculations, maps and other documents, shall be turned over to CITY upon termination of this Agreement or upon PROJECT completion, whichever shall occur first. In the event this Agreement is terminated, said materials may be used by CITY in the completion of PROJECT or as it otherwise sees fit. Title to said materials shall pass to the CITY upon payment of fees determined to be earned by CONSULTANT to the point of termination or completion of the PROJECT, whichever is applicable. CONSULTANT shall be entitled to retain copies of all data prepared hereunder. . - Any reuse of such materials by CITY without the express written approval of CONSULTANT on extensions of this PROJECT shall be at CITY's sole risk. S. INDEMNIFICATION AND HOLD HARMLESS CONSULTANT hereby agrees to indemnify, defend, and hold and save harmless CITY, its officers and employees from any and all liability, including any claim of liability and any and all losses or costs arising out of the negligent performance of this Agreement by CONSULTANT, its officers or employees. 4 G:AgreeMoodward 2 01/14/00 J_ rWfIA-j 9 WORKERS' COMPENSATION Pursuant to California Labor Code Section 1861, CONSULTANT acknowledges awareness of Section 3700 et seq. of said Code, which requires every employer to be insured against liability for workers' compensation; CONSULTANT covenants that it will comply with such provisions prior to commencing performance of the work hereunder. CONSULTANT shall maintain workers' compensation:insurance in an amount of not less than One Hundred Thousand Dollars (S100,000)bodily injury by accident, each occurrence, One Hundred Thousand Dollars ($100,000)bodily injury by disease, each employee, Two Hundred Fifty Thousand Dollars ($250,000)bodily injury by disease, policy limit. CONSULTANT shall require all subcontractors to provide such workers' compensation insurance for all of the subcontractors' employees. CONSULTANT shall furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation insurance and CONSULTANT shall similarly require-all subcontractors to waive subrogation. 10. INSURANCE A. General Liability In addition to the workers' compensation insurance and CONSULTANT's covenant to indemnify CITY, CONSULTANT shall obtain and maintain during the performance of the services, the following insurance policies: A policy of general liability insurance, and an automobile liability policy covering the PROJECT. Said policies shall protect CONSULTANT, its officers, and employees, while acting within the scope of their duties, against any and all covered claims arising out of or in connection with the PROJECT, and shall provide coverage in not less than the following amount: combined single limit bodily injury and property damage, including products/completed operations liability and blanket contractual liability, of$1,000,000 per occurrence. If coverage is provided under a form which includes a designated general aggregate limit, the aggregate limit must be no less than S1,000,000 for this PROJECT. Said policy shall name CITY, its agents, its officers, employees and volunteers as Additional Insureds, and shall specifically provide that any other insurance coverage which may be 5 G:AgreeMoodward 2 01/14/00 applicable to the PROJECT shall be deemed excess coverage and that CONSULTANT's insurance shall be primary. Under no circumstances shall the above-mentioned insurance contain a self- insured retention, or a"deductible" or any other similar form of limitation on-the required coverage. B. Professional Liability Insurance. CONSULTANT shall maintain a professional liability insurance policy covering the work performed by it hereunder. Said policy shall provide coverage for CONSULTANT's professional liability in an amount not less than $1,000,000 per occurrence and in the aggregate. A claims-made policy shall be acceptable if the policy further provides that: 1. The policy retroactive date coincides with or precedes the professional services contractor's start of work(including subsequent policies purchased as renewals or replacements). 2. If insurance is terminated for any reason, or upon project completion, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this AGREEMENT. 3. The reporting of circumstances or incidents that might give rise to future claims. C. Professional Responsibility CONSULTANT shall be obligated to comply with applicable standards of professional care in the performance of the Services. CITY recognizes that opinions relating to environmental, geologic, and geotechnical conditions are based on limited data and that actual conditions may vary from those encountered at the times and locations where the data are obtained, despite the use of due professional care. 6 G:AgreeMoodward 2 y� 01/14/00 ✓- D. Responsibility for Others CONSULTANT shall be responsible to CITY for its Services and the services of CONSULTANT's own subcontractors. CONSULTANT shall not be responsible for the acts or omissions of other parties engaged by CITY nor for their construction means;methods, techniques, sequences, or procedures, or their health and safety precautions and programs. 11. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverages as required by this AGREEMENT; said certificates shall: A. provide the name and policy number of each carrier and policy; B. shall state that the policy is currently in force; and C. shall promise that such policies shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty(30) days prior written notice; however, ten (10) days prior written notice in the event of cancellation for nonpayment of premium. D. and shall state as follows: "The above detailed coverage is not subject to any deductible or self-insured retention, or any other form of similar type limitation. CONSULTANT shall maintain the foregoing insurance coverages in force until the work under this AGREEMENT is fully completed and accepted by CITY. The requirement for carrying the foregoing insurance coverages shall not derogate from the provisions for indemnification-of CITY by CONSULTANT under the AGREEMENT. CITY or its representative shall at all times have the right to demand a copy of all said policies of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on all insurance hereinabove required. 7 G:AgreeNoodward 2 � 01/14/00 12. INDEPENDENT CONTRACTOR CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor. CONSULTANT shall secure at its expense, and be responsible for any and all payment of all.taxes, social-security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the services to be performed hereunder. 13. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. .CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not PROJECT is fully complete. -Any termination of this Agreement by CITY-shall be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. 14. ASSIGNMENT AND SUBCONTRACTING This Agreement is a personal service contract and the supervisory work hereunder shall not be delegated by CONSULTANT to any other person or entity without the consent of CITY. 15. COPYRIGHTS/PATENTS CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement. 16. CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code. 17. NOTICES Any notice or special instructions required to be given in writing under this Agreement shall be given either by personal delivery to CONSULTANT's agent(as designated 8 G:AgreeMoodward 2 01/14/00 in Section 1 hereinabove) or to CITY's Director of Public Works as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, addressed as follows: TO CITY: TO CONSULTANT: Dennis McLean Nancy Gardiner City of Huntington Beach Project Manager 2000 Main Street URS Greiner Woodward Clyde Huntington Beach, CA 92648 International-Americas, Inc. 1615 Murray Canyon Road, Suite 1000 San Diego, CA 92108 18. IMMIGRATION CONSULTANT shall-be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification. 19. LEGAL SERVICES SUBCONTRACTING PROHIBITED CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT. REST OF PAGE NOT USED 9 G:AgreeMoodward 2 Jl• 01/14/00 2 0. ATTORNEY'S FEES In the event suit is brought by either party to enforce the terms and provisions of this agreement or to secure the performance hereof, each party shall bear its own attorney's fees. 21. ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the•entire Agreement between the parties. IN WITNESS WHEREOF; the parties hereto have caused this Agreement to be executed by and through their authorized offices the day, month and year first above written. URS GREINER WOODWARD CLYDE CITY OF HUNTINGTON BEACH, a INTERNATIONAL-AIMERICAS, INC.: municipal corporation of the State of California By: CZ1. -4 l.a,,D. Mayor Vice President ATTEST: AND ' City Clerk ly ct Carol Brummerstedt Asst. Secretary APPROVED AS TO F RM: 'V City Attorn �p REVIEWED AND APPROVED: INITIATED AND APPROVED: Administrator Director of Public orks 10 G:AgreeMoodward 2 01111/00 is�sy+�: tl' �t'i�a,��;y�,',r.�+r�,;,�c i•�, t� ., '' '�� �d���� ■ � ; a� - ��f>ss �fE�t --�:k'�i :t��i<: � ,� r ,-- t�'d'i uujitdit MptUtb1? 4�1r�ifi3tN#d1P34 a x , siI s ,jS11 �li,�r,lt�ttdhkuA '31kta[ltl�ll't Nh•� i PROPOSAL ENGINEERING SERVICES IN SUPPORT OF IDENTIFYING AND ELMINATING BACTERIA IN- URBAN RUNOFF DISCHARGES TO HUNTINGTON BEACH Prepared for City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 URSGWC Reference No. 975800290002 November 22, 1999 OBS Greiner Woodward Clyde • 1615 Murray Canyon Road, Suite 1000 San Diego, CA 92108-4314 619-294-9400 Fax: 619-293-7920 Murr URS Greiner Woodward ClY San de San sego,C Canyon Road,Suite 1000 Diego,CA 92108 A Division of URS Corporation Tel:619.294.9400 • November 22, 1999 Fax:619.293.7920 Offices Worldwide Mr. Robert F. Beardsley Director of Public Works City of Huntington Beach ' 2000 Main-Street Huntington Beach, CA Subject: Proposal to Provide Engineering Services in Support of Identifying and Eliminating Bacteria in Urban Runoff Discharges to Huntington Beach URS Greiner Woodward Clyde Reference No. 975800290002 Dear Mr. Beardsley: URS Greiner Woodward Clyde (URS) is pleased to submit our proposal to provide engineering services in support of identifying and eliminating bacteria in urban runoff discharges to Huntington Beach, We have assembled an experienced team of experts who have extensive, recent experience working on this issue in southern California. In addition to URS, we have included Moffatt & Nichol to provide oceanographic services, and Dr. Mansour Samadpour of the University of Washington for specialized DNA ribotyping, should it be required for this project. We have developed a proposal that responds to your requests described at the November • 5, 1999 pre-proposal meeting. Our proposal includes several tasks designed to build on the Agencies' efforts to date in identifying sources, tracking transport, and eliminating bacteria in the surf zone. We have structured our proposal as a "menu" of options that the Agencies can select, as appropriate, to address the contamination issue. We anticipate a large amount of communication and coordination with the Agencies throughout the duration of the project. We have identified a management team and staff resources that have direct experience working together on similar projects. Our Project Manager, Ms. Nancy Gardiner, is known statewide for her work on coliform issues associated with urban runoff. Ms. Gardiner has managed and directed the technical work on three urban runoff bacteria projects in southern California, including those for the cities of San Diego, Coronado, and Santa Barbara County. All of these projects included elements that are directly relevant to the Huntington Beach project. Ms Gardiner will have the senior management support of Carol Forrest, P.E., as her Principal-in-Charge. Ms. Forrest, like Ms. Gardiner, has managed bacteria studies and treatment feasibility studies designed to eliminate coliform problems. We have included Dr. Revital Katznelson and Mr. Allen de Steiguer, P.E. as senior advisors to the project. Both Dr. Katznelson and Mr. de Steiguer have served in this capacity on other urban runoff bacteria studies. • URS Greiner Woodward Clyde • We are aware of the Agencies' desire to fast-track this effort. All staff proposed for this project are available and committed to working on this project immediately upon receipt of the Notice-to-Proceed. It is our understanding that the Agencies plan to review proposals during the week of November 22 and intend to schedule interviews soon thereafter. The reviewers should be aware that our proposed Project Manager, Ms. Nancy Gardiner, will be out of the country until December S. Given her key role and interest in this project, URS .would appreciate any consideration that can be given to scheduling interviews the week of December bt' to enable her to participate. During the time she is away, please direct your correspondence or questions to Ms. Carol Forrest. We are excited to have this opportunity to assist the Agencies with this assignment, and look forward to working with you. If you have any questions, please do not hesitate to call. Sincerely, ' URS GREINER WOODWARD CLYDE Nancy E. Gardiner Carol L. Forrest, P.E. Project Manager Vice President • Enclosure • -SECTIONONE introduction Section1 Introduction..................................................................................................................................1-i Section2 Scope of Work.............................................................................................................................2-1 2.1 Task 1. Develop Workplan................................................................................2-1 -,e 2.2 Task 2. Review Existing Information............... .......2-1 �.. 2.3 Task 3. Conduct Sanitary Surveys 2-2 2.4 Task 4. Conduct Focused Source Testing.........................................................2-2 2.5 Task 5. Latent Groundwater Quality Evaluation ..............................................2-3 2.6 Task 6. Conduct Oceanographic Studies to Determine Offshore Movement of Pollutant Plumes........................... .....2-3 .......................................... > 2.7 Task 7. Conduct Feasibility Study of Alternatives ...........................................2-5 ,. 2.7.1 Task 7a. Investigate Dry Weather Diversion Feasibility .....................2-5 2.7.2 Task 7b. Investigate End-of-Pipe Treatment Feasibility......................2-5 2.7.3 Task 7c. Investigate Feasibility of Using Constructed Wetlands . .for Removal of Bacteria........................................................................2-6 2.1.4 Task 7d. Outfall Extension Feasibility Study ......................................2-6 Section 3 Project Management and Staffing.............................................................................:................3-1 3.1 Project Manager, Ms. Nancy Gardiner...............................................................3-1 3.2 principal-in-Charge, Ms. Carol Forrest,P.E................................... ........3-3 3.3 Technical Advisor,Revital Katznelson,Ph.D....................................................3-4 3.4 Technical Advisor,Allen de Steiguer, RE.........................................................3-4 3.5 project Staff Resources..................................................................................... 3-4 • Section4 Relevant Experience...................................................................................................................4-1 4.1 URS Corporation................................................................................................4-1 4.2 Relevant Projects................................................................................................4-1 4.2.1 Coronado North Beach Outfall Bacteriological Characterization and Engineering Feasibility Study ........................................................4-1 4.2.2 San Diego Co-Permittees' Agua Hedionda Lagoon Bacteriological Study............................................................................4-2 4.2.3 South Coast Watershed Characterization Study ...................................4-4 4.2.4 Nationwide Urban Runoff Program......................................................4-5 4.2.5 Municipal Storm Water Experience,California....................................4-5 4.3 Moffatt & Nichol Engineers................ .4-6 A.3.1 Bolsa Chica Wetlands Restoration, Orange County, CA......................4-7 4.3.2 2-D Flow &Water Quality Modeling for Los Angeles International Airport(LAX) Master Plan, Santa Monica Bay, LosAngeles, CA...................................................................................4-8 4.3.3. IQC—Coastal Engineering, Los Angeles County, CA.........................4-9 4.4 Summary.............................................................................................................4-9 Section5 Cost Estimate...............................................................................................................................5-1 Appendices Appendix A Resumes of Key Staff Appendix B Schedule of Fees and Charges • U17SsrelnerWaadwar�olC/j►�e W:SPROPDSALW75800290002\PROP•AR.DOG122•NOV•9"DG 1 j SECTIONONE Introduction URS Greiner Woodward Clyde (URS), in association with Moffatt & Nichol Engineers and Dr. Mansour Samadpour of the University of Washington (the URS Team), is pleased to present our proposal to assist the City of Huntington Beach, the Orange County Sanitation District, and the County of Orange Public Facilities and Resources Department (the Agencies) in better understanding and controlling the sources of coliform and enterococcus bacteria that have impacted beach usage in the Huntington Beach area for the past several months. We understand that the City of Huntington Beach (City) experienced problems with high total and fecal coliform and enterococcus levels in the surf zone along the beach beginning in April, 1999. The high bacteria levels resulted in posting and closing of the beach for most of the summer, causing severe economic impact to local businesses and disappointment to many prospective beach-goers. Because a sewage source was suspected, an Interagency Task Force was formed to conduct studies to identify the source of the bacteria. 5 These studies included extensive physical and CCTV inspections of the sewer system, investigations of beach restrooms, monitoring of bacteria levels in adjacent discharge streams (e.g., Santa Ana River), offshore outfall studies, groundwater monitoring, and subsurface investigations using remote sensing to locate buried pipes and conduits. These efforts identified only minor problems; no significant sewage source was found. ' Yet, the bacteria levels in the surf zone remained high. Subsequent monitoring studies were conducted due to the fact that total to fecal coliform ratios suggested a potential urban runoff source. These studies led to the discovery of elevated levels • of coliform in dry-weather urban runoff collecting in two pump stations adjacent to Talbert Marsh. Flows from these pump stations were subsequently diverted to the sanitary sewer. In addition, portions of the sewer were sliplined to correct minor leakages. While these effects resulted in lowering the surf zone contamination levels for a period of time, they have risen again. This discovery has prompted the Agencies to suspect that other sources of coliform in the watershed are causing the problem. The Agencies wish to hire a consultant to further study urban runoff to identify and ultimately eliminate the source(s) of the contamination. Based on our experience, we are aware that contamination from urban runoff sources may be diffuse and may originate from multiple sources, rather than from one single location or activity. The URS team has significant recent project experience on closely related studies, state-of-the-art capabilities, and intense interest in providing these services to the Agencies. Our involvement in several similar projects statewide will enable us to provide cost-effective services without "learning curve" delays. In addition, this enables us to be consistent with and build upon the knowledge gained from previous work. This proposal outlines potential approaches to identify the sources of the bacteria, possible alternatives for controlling the problem, our proposed project management and staffing team, and our experience that makes us uniquely qualified to provide these services. In addition, we are aware that the Agencies are interested in conducting this project as soon as possible. Our proposed staff are committed to commencing work immediately upon receipt of a Notice-to-Proceed. NOS B/e1flerwood"Idely+de W:TROPOSAL.9756002900025PROP-AR.00022-NOV-99LSDG 1-1 SECTIONTWO Scope of work This section describes the proposed technical approach for this project. However, there are many • ways to approach such a problem and the technical approach outlined below may be modified as a result of detailed discussions with the Agencies. In addition, we will continue to communicate frequently with you throughout the duration of the project in order to provide updates on progress <;. and to modify the investigative approach as more is learned about the nature of the contamination. 2.1 TASK 1. DEVELOP WORKPLAN Pt. Our first task will be to develop a detailed Workplan for the project. In consultation with key 'q•i r. staff from the three Agencies, we will identify the storm drain outfalls, pump stations, and natural•drainageways that discharge into Talbert Marsh or directly onto the 41/z mile segment of beach that has been impacted by high coliform levels. Most of these drains and pump stations discharge into Talbert Marsh or the Santa Ana River; however, there may be additional smaller catchments that discharge directly onto the beach: We will obtain topographic, drainage and land use maps of the catchment area for each of these storm drains or creeks in order to define the - details of investigation in subsequent tasks. We will also evaluate other potential pathways for �. transport of bacteria to the surf zone (e.g., from offshore sources), building upon the work already conducted by the Agencies. At this stage, we will also prioritize the various discharges according to their contamination potential and consideration of previously collected data. A detailed'schedule for completing the project will also be developed with the main objective of identifying the contamination source as soon as possible. . - 2.2 TASK 2. REVIEW EXISTING INFORMATION As mentioned above, we are aware that the Agencies have already conducted a great deal of work to identify the sources of bacteria. To understand fully what has been accomplished to date and avoid repetition of effort, we will consult extensively with the Agencies and review the previous work. This will include meetings with key staff and reviewing data collected from risk-based investigations including: • Total and fecal coliform and enterococcus monitoring data, • State Beach restrooms and local sewer surveys, • Onshore sewer line investigations, • Groundwater monitoring, • Unmapped pipe surveys, • Radar/sonar investigations, and • Storm drain and pump station investigations. These data will help us appreciate the overall bacteria levels in the area and will help to prioritize the geographic areas where the investigation should be focused. We will also communicate with University of California—Irvine (UCI) research scientists who are performing the Coastal Runoff • INS 61011arN609M d900 WAPROPOSAU9758002900"ROP-AR.D0C\22-N0Y-9MDG 2-1 SECTIONTWO Scope of Work Impact Study (CRIS) to model transport of bacterial indicators from Talbert Marsh and the Santa Ana River watersheds to review relevant data from their research. 2.3 TASK 3. CONDUCT WATERSHED SANITARY SURVEYS The objective of a watershed sanitary survey is to identify the potential sources of pollution (in this case, coliform bacteria and enterococcus) within a watershed. The Agencies have already conducted element of the sanitary survey through detailed sewer inspections. The next task in performing the sanitary survey will be to focus on more diffuse, urban runoff sources of contamination located throughout the drainage areas that discharge to the beach. We will build upon what the Agencies have developed to date using a variety of assessment methods. The first step will be to consult with and/or conduct telephone interviews with appropriate staff from the Agencies to discuss the sources and suspected sources of contamination identified through the initial investigations. Using the maps obtained in Task 1, we will evaluate any potential source areas associated with each of the creeks or storm drains that discharges onto the beach. We will define and plot the watershed for each discharge point. Using walking surveys, drive-by ("windshield") surveys, and examination of land use maps and aerial photographs, we will overlay information onto watershed maps. These data may include land use information, locations of any areas served by septic systems, locations of homeless encampments, agricultural and animal operations, kennels, horse facilities, landfills, and other activities that could potentially contribute fecal coliform to the storm drain system. We will communicate closely with.UCI researchers on the CRIS study to avoid duplication of effort and incorporate relevant results they obtain from the source investigation portion of their study. 2.4 TASK 4, CONDUCT FOCUSED SOURCE TESTING A more focused method of monitoring worth considering is DNA ribotyping of fecal coliform from discrete locations within the system. This type of monitoring is relatively new and is intended to speciate the sources of bacteria in any given water sample (e.g., differentiate between human and animal sources). However, this methodology is neither widely available nor inexpensive. URS has employed this methodology on other similar projects (e.g., San Diego Co- Permittees; City of Coronado) by teaming with Dr. Mansour Samadpour of the University of Washington. Dr.. Samadpour is included on our team to provide this specialized service if required. Dr. Samadpour has developed a methodology for separating the DNA from E. coli, conducting an electrophoresis separation and comparing the DNA "fingerprint" to a library of known types that have been determined to be "resident" in one particular species of animal. This methodology can be used as a diagnostic too] to assist in determining whether a suspected source is the primary contributor at a given point in the system. For example, samples could be collected immediately upstream and downstream of an equestrian facility that borders on a creek. This task would also involve a certain amount of local fecal source sampling to enhance Dr. • Samadpour's ability to correlate matches of coliform types to local animal species. UAS$10ferWaadwwrdC/yde WAPROPOSALW59002900WROP•aa D0C442•N0v.99\SDG 2-2 s SECTIONTWO Scope of work If it is decided to conduct DNA ribotyping, careful consideration should be given to determine i the locations that should be tested. With such a new analytical method, it is common that a certain percentage of the coliforms are unmatched to an animal source. There are approximately 200,000 varieties of E. coli in nature, however only 29,000 that have been matched in the University of Washington reference library. In addition, the Agencies should be aware that if .-human sources are identified, it could raise certain expectations regarding elimination of the source, with potentially high cost implications. In some areas of California, this knowledge has ,;. resulted in regulatory agencies requiring additional.investigations and mitigation. y : 2.5 TASK 5. LATENT GROUNDWATER QUALITY EVALUATION Groundwater re-emergence in the shallow nearshore area may potentially introduce bacteria into the surf zone. If deemed appropriate after consideration of previous monitoring, URS will perform a groundwater quality evaluation that will include a review of existing data and a field program to collect and analyze groundwater samples. URS proposes to review existing groundwater data collected by the Agencies during the earlier phases of work to date. 1 Evaluation of groundwater quality may require additional groundwater sampling and analyses. Options for that monitoring include one-time groundwater sampling using an in-situ sampling ' device {hydropunch) along the beach, or installing and sampling monitoring wells. It may also be pertinent to conduct some groundwater sampling and analysis between areas of suspected sewer leaps and storm water conveyance systems that potentially receive infiltration from groundwater. For cost estimating purposes, we have assumed that hydropunch in-situ sampling . - will be conducted in one day and well installation and sampling will be conducted for one day. For the City of Coronado, URS performed this type of a latent groundwater study that proved beneficial in ruling out widespread leakage of the sanitary sewer system. 2.6 TASK 6. CONDUCT OCEANOGRAPHIC STUDIES TO EVALUATE OFFSHORE MOVEMENT OF POLLUTANT PLUMES The objective of this task is to evaluate the transport pathways of bacterial pollutants once they enter the ocean, and track how concentrations in the surf zone change spatially and temporally. Moffatt& Nichol will perform this hydrodynamic modeling and coastal analysis. The oceanography task is intended to define and quantify the existing ocean conditions in terms of currents, contaminant levels and distributions for each season over time. This information will then be used in a two-dimensional numeric model to predict the likely effects of proposed solutions. The model output and `what-if type scenario testing will allow modifications to the potential solutions or mitigation measures to be recommended. To develop a realistic hydrodynamic model of ocean conditions in the Huntington Beach area a number of steps are required. Below are descriptions of the individual subtasks that will be performed. INS 6roInorwoodw /dMy& W:4PROPOSAL',975800290002XPROP•AR.DOC\22-.NOV-MSDG 2-3 SECTIONTWO Scope of Work • Collect and Review Existing Oceanographic Data To support the development of a realistic model the following data will be collected and reviewed: • Bathymetry data, • Ocean waves and currents .from the Huntington Beach array, offshore buoys and the Agencies' collected data, • Talbert Marsh tidal flows, storm flows (including the UCI study) and contaminant concentrations (or bacteria levels), • Santa Ana River tidal flows, storm flows, and contaminant concentrations .(or bacteria levels), • Existing drogue study data by the Agencies (floats released at Talbert Marsh to track currents) collected in the summer of 1999, • Existing readings of contaminant concentrations measured by the Agencies as part of their on-going programs, and • Dispersion patterns in summer and winter of effluent from the outfall based on existing monitoring studies by the Agencies. Replicate Existing Ocean and Contaminant Concentrations using Two-dimensional Models The existing ocean conditions near the Huntington Beach area will be modeled and the model calibrated so it replicates the existing ocean conditions. The steps to perform this include: • Run the wave transformation model, • Use analytical methods to develop the longshore current profile as input to the hydrodynamic model, • Generate an appropriate 20-square mile grid centered on the "hot spot" for each modeling alternative, • Calibrate the modeling parameters for the two-dimensional hydrodynamic model with conditions recorded in July to August of 1999. Wave data recorded at the Huntington Beach Array will be used. Directional wave characteristics will be verified with one other gage or buoy, • Perform a parametric study by running the hydrodynamic and water quality models while varying contaminant concentrations at various source locations to attempt to replicate the conditions of high -bacteria (enterococcus and coliform) recorded at the beach between Magnolia Avenue and Newland Street. This may help to identify a possible contamination source, but such an indication cannot be guaranteed due to the complexity of the system. It is assumed that the OCSD outfall is not a contributor, and • Summarize and present the results to the project team and the Agencies in a meeting with animations. Predict Ocean and Beach Contaminant Conditions for Potential Solutions The most feasible solution to the contamination is unknown at this,time, but when some potential • solution, are identified two examples will be evaluated using the model. One is likely to be INS 110181WaaAN/dXyde W:TROPOSALW75BOOz9 Co MROP-AR.DOCM-NOv-bsw 2-4 SEOTIONTWO Scope of work diversion of the runoff to sanitary sewer, which is included here for quotation purposes. One • other alternative will also be evaluated with the numeric model. • Diversion of runoff to the sanitary sewer. Contaminant concentrations at the offshore model boundary from outfall effluent will be quantified using analytical methods and the results will be input into the numerical water quality model. �-• • One additional alternative will be provided by URS after their investigative work. A place- holder has been included in the project budget for this purpose. If analyzing the alternative requires more effort than anticipated, the budget will have to be revised. Present the Results This will include two presentations with animations to the project team and the Agencies. Prepare Draft and Final Reports of the Results The reports will present_. the background work for the recommendations how the recommendations modified potential solutions to improve their effectiveness or mitigation to ' offset impacts. 2.7 TASK 7. CONDUCT FEASIBILITY STUDY OF ALTERNATIVES = Once preliminary studies have been completed and most likely source(s) of contamination have been identified, a range of options for reducing the coliform levels in one or more of the • discharges onto the beach will be evaluated. The following sections outline several options for treatment and diversion for control of bacterial contamination that may be applicable in Huntington Beach. URS conducted a very similar feasibility study to evaluate options for controlling bacterial contamination for the City of Coronado. 2.7.1 Task 7a. Investigate Dry Weather Diversion Feasibility The URS team will investigate the feasibility of diverting all dry weather now from the selected pump stations, creeks, or storm drains to the sanitary sewer system. This task will include the preparation of a preliminary engineering study addressing the required upgrades to the existing sanitary sewer and storm drain systems. URS will identify permitting requirements and other requirements for the increased flows that are non-sewage. URS will prepare a cost estimate for the construction cost of the system and the annual increase in sewage treatment fees for the diversion; review the proposed project with the RWQCB, if desired; and report their comments to the Agencies. URS will prepare a written report of this concept. We assume that that the Agencies will provide copies of its Sanitary Sewer Master Plan, computer models or other pertinent documents. 2.7.2 Task 7b. Investigate End-of-Pipe Treatment Feasibility URS will investigate the feasibility of end-of-pipe treatments for dry weather flows and first flush flows from storm events. Possible treatment alternatives to be evaluated include flow- UIIrS6nelnerWovadlwaNNY1e W:LPROPOSAL197580029000Z%PROP-AR.DOC122•NOV•99`$DG 2-5 SECTIONTWO Scope of Work (stems through s such as ozonation ultraviolet radiation and h ochtorination) and batch g Y YP treatment alternatives (such as passive or active evaporation and solids separation through settling tanks, cyclones or chemical precipitation). Discharge and/or treatment by irrigation will also be evaluated. Treatment alternatives will be conceptualized and evaluated in a one-day workshop that will include engineers and scientists experienced in wastewater process design, constructability, water quality, and permitting. Alternatives to be considered will be based on the results of regulatory treatment requirements and water quality data. URS will prepare a preliminary engineering study to address the feasibility of various options, including implementability, permitting requirements, as well as capital and O&M costs. We will prepare a written report summarizing the findings of the evaluation. 2.7.3 Task 7c. Investigate Feasibility of Using Constructed Wetlands for Removal of Bacteria URS will evaluate the feasibility of reducing coliform levels in the flows using a wetland treatment system. This type-of treatment may be possible for discharges into Talbert Marsh or in other areas where there is sufficient land to accommodate wetland construction. We will build upon similar work dome for the City of Coronado (San Diego area) in investigating the use of constructed wetlands for conform bacteria treatment. We will identify the most appropriate type of wetland treatment system (such as a salt water marsh type wetland) to use in this application, by calculating the range of removal efficiencies expected, .comparing it with discharge • requirements, and identifying other critical wetland design issues, such as infiltration/exfiitration. Additionally, we will estimate the acreage required for a wetland treatment system to reduce bacterial and evaluate the availability of potential sites. URS will prepare a report on the feasibility of a wetland treatment systerri as a possible environmental solution. 2.7.4 Task 7d. Outfall Extension Feasibility Study In the event that one definitive discharge is determined to be the primary source of the problem, the Agencies may consider construction of an ocean outfall to remove the contamination from the surf zone for the ultimate discharge. This option is expensive and complex, but may be appropriate under certain conditions. If this option is selected, URS would work cooperatively with Moffatt & Nichol to perform a feasibility study ("paper study") for the construction of an outfall extension that would discharge directly offshore. For the feasibility study we will perform a site reconnaissance and photo document existing conditions. We will research and review existing available information that may be relevant to the outfall extension. Reviewed information may include but not be limited to coastal, and geotechnical reports; geologic, topographic, and bathymetric maps; aerial photographs; and existing design drawings. In particular, we will review relevant coastal information. The purpose of the feasibility study will be to address: - Coastal, geotechnical, structural, and hydraulic design requirements, • - Means and methods of onshore and offshore construction including horizontal directional drilling, UAS618h18IWDOdWB/dC/yd8 w:TFROPOSAL%975e0029=2\PROP-AR.DOCl22•NOV-995SDG 2-6 SECTIONTWO Scone of work Construction materials, including reinforced concrete, rock, and geotextiles, . • Backflow prevention devices including TideflexTM valves, • Shoreline processes, including beach accretion/erosion and wave/interaction, • Permit requirements of reviewing agencies, and Rough order of magnitude (ROM) cost estimates. The intent of the feasibility study and ROM cost estimate is to provide sufficient information to r determine the feasibility of constructing an outfall extension offshore. Following our analysis of the feasibility of these various options, we will summarize our findings and recommendations in a written report to the agencies. t a` r i UBS6'IB�IIE�WDOd1Y8IdI:/1�dB W.)PROPOSAU9758002900025PROP-AR.DOC122-NOV-991SOG 2-7 SECTIONTHREE Prelect Management and Staffing • The proposed organization for the project is shown in Figure 1, Project Organization. We have selected a management team and key personnel who have direct experience working on urban runoff bacteria studies in southern California and who are available and willing to commit to working on this project on an urgent basis. Full resumes of key personnel are included in Appendix A. 3.1 PROJECT MANAGER, MS. NANCY GARDINER Our proposed Project Manager is Ms. Nancy Gardiner. Ms. Gardiner has more than 13 years of consulting experience performing and managing water quality and water resource projects in California. She will serve as the principal point of contact for the Agencies, and will contribute to the source identification tasks and oversight of DNA testing (if it is performed). Her practice is focused specifically on storm water monitoring, NPDES permitting, management, and training. For the past two years, she has managed and provided technical input on Southern California projects involving significant coliform bacteria issues. Three of these projects involved identification of bacterial sources'including the use of DNA fingerprinting. Ms. Gardiner is also the Chair of the Statewide Storm Water Quality Task Force Subcommittee on Beach Closures and participates in the State Water Resources Control Board's working group on AB411 implementation. Since 1995, Ms. Gardiner has managed the field storm water quality monitoring program on • behalf of the City of San Diego and 19 other municipal NPDES storm water co-permittees. She is responsible for directing and-supervising field teams in collecting flow-weighted composite samples at 12 locations in San Diego County equipped with automated samplers, during 3 storm events at each station per year. The program is designed to characterize storm water quality and pollutant loading from urban runoff to local receiving waters. Beginning in wet-weather season 1998-99, the study included an extensive coliform bacteria source identification study in the Agua Hedionda Lagoon watershed of Northern San Diego County. Part of the study involves DNA ribotyping of coliform bacteria to match it with a library of known animal sources. The study is being performed in coordination with Dr. Mansour Samadpour of the University of Washington. In addition, Ms. Gardiner provides as-needed assistance to the City of San Diego for investigating incidences of illegal dumping to the storm drain system. This involves collecting samples of suspected discharges, coordinating sample analysis, and development of an opinion as to the composition and likely sources of the discharge. This information frequently serves as the technical basis for prosecution. Ms. Gardiner provided assistance to the City of Coronado for identifying the sources of fecal coliform in discharge from a groundwater dewatering system. The project included reviewing system-wide data on total and fecal coliform levels collected from storm drain pipes, the dewatering perforated pipe, a wet well, outfall discharge pipe and the surf zone. Ms. Gardiner also contracted and provided oversight to Dr. Mansour Samadpour to conduct DNA ribotyping to identify the animal source origins of the bacteria. Because these results indicated a significant human component, the City has conducted sewer investigations to try to locate the source of the human contribution. URS61�dlne/WoodWal�C/yd8 W:TROPOSAL197580029DW2\PROP•AR.DCC\22•NOV•991SE)G 3-1 fl.RAN[3�' (��11��,SI,IfNITA #ON�DISTR+iCTY -hb.�+.i,�+psyry^ ..t 7 .� n_...y;.as.-.��iut'�'at,'.ss..■-' b,UNT�Y�O (�RA�VG��,,P�UBLI�FA�CI�#�'�IES' ,.� r �`.."�;s." ' .t`V sry�'-�rr�� Ck.-•�.�r-.�c.ti-Y frS i t -�7_AND;RES4�:IRCES�DEPARTMENT � RINCIPA N=CI�A`RC��� DJE��T,MANAGER;� TEC s NICALiA ��, 5 Revital -- -Carol Forrest, PE Nancy Gardiner - . ATERSH [ ;S IAR i4 G 4 j ��� i SU.Ft1/EYS� ���'�''��� �.,_�� ��� �w.��;� 'k �� :.� � •1=1Y RDY��M� S � �� .s� D�1�fS OfV � � � N. Gardiner . . R.Allison, Ph.D. G ■ . . ,�. 'y' `�` �.� "n x7��f.?'r -t ,. tom✓. �' `P� E F. Derngen K.Walter, PE SUBCONTRAGTORS Moffatt ■ UW: Unlvers4 of Washington Figure 1 . PROJECT ORGANIZATION URS Greiner 1 1 1 1 ' SECTIONTHREE Prolect Management and Statflno For the County of Santa Barbara, Ms. Gardiner provided technical review of total and fecal coliform and enterococcus data collected by the county's Project Clean Water program. Ms. Gardiner assisted the County in correlating the data, which was collected along seven streams, with potential source areas. Sources that were identified included homeless encampments, areas served by septic systems, agriculture, and improper discharges to the creeks. As part of this project, Ms. Gardiner conducted a planning-level feasibility study to explore engineering options for treatment and diversion of dry-weather flows in Arroyo Burro Creek. She also provided input and data review related to DNA fingerprinting 'of fecal coliform in Rincon Creek (the microbiological work was conducted by Dr.Mansour Samadpour). 3.2 PRINCIPAL-IN-CHARGE, MS. CAROL FORREST, P.E. Ms. Carol Forrest, Vice President of URS, will serve as the Principal-in-Charge for his project. Ms. Forrest's role on this project is to ensure that the appropriate staff resources are made available to the Agencies for completing this project on the aggressive schedule that has been set forth. Ms. Forrest has over 24 years experience in watershed management urban runoff and storm water pollution. She is nationally known expert in erosion and sediment control, is twice past President of the International Erosion Control Association (IECA) and is currently-President of the Western Chapter of the IECA. Ms. Forrest has published numerous articles on storm water permitting, erosion and sediment control, and post-fire hazard mitigation.in.national publications, and frequently teaches seminars • and workshops. She teaches continuing_education courses for the American Society of Civil Engineers on "How to Prepare an Effective Erosion and Sediment Control Plan" and "Urban Watershed Management," and she teaches courses for the International Erosion Control Association on "Design Procedures for Channel Protection and Streambank Stabilization," and "Cutting Edge Developments for Stormwater Management." Ms. Forrest is a registered Civil Engineer (PE), a registered Geotechnical Engineer (GE), a Certified Professional Erosion and Sediment Control Specialist (CPESC) and a Certified Storm Water Quality Specialist (SQS). She has been involved in projects related to erosion control, water quality, and resource management throughout the United States and overseas. Ms. Forrest has considerable experience in evaluating water quality problems and the cost-effectiveness of a wide range of Best Management Practices. Her projects range from feasibility and modeling studies to design plans and specifications for construction. Recent studies also include research projects to advance the state of knowledge in effective erosion control and storm water quality. Ms. Forrest was the Project Manager of the City of Coronado's North Beach Outfall Characterization Project. This project involved the evaluation of high total fecal coliform levels in discharges from the City's groundwater dewatering system, which flowed across a public beach. Ms. Forrest directed the collection and analysis of field samples, provided oversight to a source identification effort, designed and managed a comprehensive engineering feasibility study to examine available options available to treat the water to reduce coliform levels or to divert the discharge off the beach, and provided oversight to development of enhanced BMPs and an in-line • UV treatment system. The project included use of DNA ribotyping through a contract with Dr. Mansour Samadpour of the University of Washington. IINS810707W08OW 19601 de W:4PROPOSALI.975800290002'PROP-AR.D0002-NOV-9915OG 3-3 SECTIONTHREE Project management and Staffing Ms. Forrest has managed major municipal NPDES storm water permitting projects including the • City of Phoenix, Arizona; El Paso, Texas; Riverside County, California (20 co-permittees), and Los Angeles County, California (98 co-permittees), and non-point source pollution studies of Santa Monica Bay, California for the Regional Water Quality Control Board, and Lake Mathews for the Metropolitan Water District in Los Angeles, California. These projects all involved the evaluation of water quality problems in watersheds.and the development of pollution control strategies. Ms. Forrest has provided technical guidance for many other storm water pollution or permitting projects across the country, including Beaumont, Texas, and Scottsdale, Arizona. Some of.the industrial clients Ms. Forrest provided storm water permitting assistance to include the Navy Public Works Center and the Navy SWDIV in San Diego, California, and the Arizona Public Service in Phoenix, Arizona. 3.3 TECHNICAL ADVISOR, REVITAL KATZNELSON, PH.D. Dr. Katznelson has more than 25 years of experience in performing and interpreting laboratory analyses of chemical, biological and bacteriological water quality parameters. She is also familiar with the quality assurance procedures associated with these analyses. Dr. Katznelson, who has a background in microbiology, will serve as a Technical Advisor on this project. She recently served as the Technical Advisor for the San Diego Co-Permittees' Agua Hedionda Bacteria Study and to the County of Santa Barbara. Dr. Katznelson has performed toxicity tests on a variety of samples, including storm water samples, using freshwater and marine test organisms. She has. also participated in toxicity testing of pore water- from polluted San • Francisco Bay sediments. This hands-on experience has been applied to several tasks of environmental toxicity testing, .combined with creation of data management tools and database structures for toxicity test results. Dr. Katznelson has also performed special research studies to evaluate the effectiveness of various storm water BMPs. 3.4 TECHNICAL ADVISOR, ALLEN DESTEIGUER, P.E. Mr. deSteiguer is a registered civil engineer with 30 years experience in water and wastewater treatment planning, design, and construction. Mr. deSteiguer provided assistance to the City of Coronado in performing an engineering feasibility study to evaluate several treatment options for reduction of coliform. Based on his input and recommendations, the City selected, procured, and installed an in-line, packaged UV treatment system. 3.5 PROJECT STAFF RESOURCES We have assembled a team of experts who collectively provide a tremendous capability to meet the critical timing and resource demands of this contract. We expect that staff loading for a contract of this magnitude will vary considerably from one month to the next depending on completion of specific assignments and initiation of new assignments. Multiple simultaneous assignments will require more resources during peak periods, and lower staffing levels can be expected during other periods. URS61P.InErWaa /YCIydB W:TROPOSAL\975800290002\PROP-AR.DOC122-NOV-9MM 3-4 SECTi0NFOUR Relevant Experience 4.1 URS CORPORATION As the Agencies may be aware, on June 8, 1999, URS Corporation merged with the Dames & Moore Group. The result of this merger is a global engineering powerhouse of more than 15,000 professionals in more than 38 countries. -On a more local level, this merger will directly benefit the Agencies: URS and Dames & Moore have been fully integrated and their California resources can offer the largest, most diverse and experienced group of urban runoff professionals to serve on this project. URS provides comprehensive professional services in planning, engineering, architecture, environmental and applied sciences, and program and construction management to a diverse group of public and private clients worldwide. We provide services for infrastructure projects involving air and surface transportation systems; institutional, industrial, and commercial facilities; water resources; and pollution control and hazardous waste management programs. We serve national and local government agencies and ministries, multilateral development banks and international lending institutions, as well as private clients in the chemical, manufacturing, pharmaceutical, forest products, mining, oil and gas, water supply, commercial development, and utilities industries. URS is a publicly held company listed on the New York Stock and Pacific Exchanges under URS. URS is-widely recognized as one of the pre-eminent U.S. consulting firms in the area of nonpoint source-pollution and storm water pollution assessment and control. Since the early 1970s, our . staff has defined and significantly advanced the state-of-the-art, through major applied research assignments with the U.S. Environmental Protection Agency (EPA) and the Federal Highway Administration (FHWA), in source characterization, transport studies, impact analyses, and control measure evaluations. Since the late 1980s we have been extensively involved in the design of practical monitoring, research, and management programs for private and public clients who are now regulated under the Clean Water Act NPDES requirements. More recently, in the 1990s, we have been asked to assist our clients in the implementation of the planning, research, and monitoring aspects of storm water management. This combination of applied research, permitting, and implementation experience provides URS with the perspective to develop and implement cost-effective projects, studies, and strategies that will meet the diverse storm water monitoring and your research needs. 4.2 RELEVANT PROJECTS 4.2.1 Coronado North Beach Outfall Bacteriological Characterization and Engineering Feasibility Study Client: City of Coronado Engineering and Development Department Contact: Mr. Tom O'Toole(619)522-7383 In 1996, the City of Coronado finished construction of a combined ground water dewatering and • storm drain system in the Southwest Quadrant of the City to eliminate high ground water problems and to reduce flooding. During dry weather the system discharged 0.54 million gallons UBSBrelne�WaodwardC/J�de W:U3ROPOSAL'J75000290002%PROP-AR.DOC%22-Nov-99%soG 4-1 SECTiONFOUR Relevant uperlence per day onto North Beach. Since that time, the City has experienced high coliform levels in the • discharges from the storm drains that discharge at North Beach, which have resulted in long term beach postings and closures. P. In an effort to mitigate the problem, the City implemented increased source control Best R Management Practices as part of its municipal NPDES storm water management program. This r4 ' included increased street sweeping and catch basin cleaning. Despite these efforts, the coliform levels in the continuous flow across the beach continued, and the Regional Water Quality Control Board issued the City a Cleanup and Abatement Order followed by a Cease and Desist Order. The City retained URS to take a five-pronged approach to the problem to achieve compliance with the water quality standards and to comply with the terms of the Cleanup and Abatement Order and the Cease and Desist Order in a cost-effective manner to regain the City's positive environmental image.. The study included: (1) source identification studies (groundwater quality evaluation, outfall discharge characterization, DNA analyses of the flow, CCTV and visual inspections of the storm drains and sewer lines, and leak testing of the systems); (2) BMP evaluation of the effectiveness bf the City's non-structural control measures; (3) identification of an interim solution, which entailed design and installation of an in-line modular UV treatment system; and (4) evaluation of long-term solutions. In addition to identification and elimination of the source, the long-term solutions evaluated included permanent diversion of the flow to the sanitary sewer, discontinuation of the groundwater dewatering system, construction of a wetlands treatment system, extension of the outfalls to the surf zone or offshore, or permanent end-of-pipe treatment for dry weather flows. • URS assisted the City by presenting the study approach and progress to the RWQCB. An interim solution was developed and brought on-line quickly and cost-effectively to meet regulatory deadlines. An enhanced BMP program was developed for immediate implementation by the City. The source identification work provided insightful information on where the City should focus its efforts to eliminate the source and potentially save money on the long-term solution. At present, the City is still in the process of achieving compliance with the enforcement orders. 4.2.2 San Diego Co-Permittees' Agua Hedionda Lagoon Bacteriological Study Client: City of San Diego Transportation Department Contact: Mr. Kirk Whitaker(619) 533-3660 URS has been providing storm water quality characterization monitoring to the San Diego municipal co-permittees since 1995. This work has been conducted in support of the San Diego Co-Permittees' NPDES storm water permit. The lead agency for this project is the City of San Diego Transportation Department. The County of San Diego, San Diego Unified Port District, and 17 other municipalities in San Diego County are co-permittees jointly funding the project. Beginning in wet-weather season 1998-1999, URS successfully negotiated with the Regional Water Quality Control Board (RWQCB) on behalf of the co-permittees to make technical changes to the monitoring program. The changes involved reducing the number of routine characterization monitoring stations from 12 to 5 and redirecting the funding toward a • bacteriological characterization study. The study was selected because of the following factors: O�Q/a�f 4 W:%PROPOSAL%975SM29000Z4PROP-AR.DOG\22-NOv-99LSDG 4-2 SECTIONFOUR Relevant Experience (1)total and fecal coliform bacteria levels are typically extremely high in urban runoff; (2) fecal coliform bacteria is commonly used as an indicator of human pathogens and is used to make policy decisions; (3) fecal coliform bacteria may originate from many warm blooded animals (not only humans); (4) the specific sources of fecal coliform in a watershed context have not been investigated; and (5) the number of beach closures attributed to urban runoff sources has increased dramatically. This study was undertaken in order to further the understanding of coliform sources, to begin to evaluate human health risk, and to provide scientific data that will be useful in making policy. URS retained Dr. Mansour Samadpour of the University of Washington to conduct DNA ribotyping of fecal coliform bacteria to identify the animal sources of origin.. The Agua Hedionda Lagoon watershed in northern San Diego County was selected as the study area, based on its distribution of land uses, recreational lagoon uses, presence of an aquaculture operation, and good access to sampling locations. Water samples were collected during storm events from different locations along the stream system. Filter membranes containing fecal coliform isolates were prepared and shipped to the University of Washington for DNA analysis. r .x For the San Diego Storm Water Monitoring Program, we deployed Moore swabs to collect human bacterial pathogens in creek water flowing through an urbanized watershed. �Ad R/V/BB/WOOANAVOO O W:4PROPOSAL%975800290002%PROP ARDO=-NOV-OMDG 4-3 SECTIONFOUR Relevant Experience The results of the DNA analysis indicated that the storm water runoff contains coliform • originating from numerous sources (e.g., wildlife, birds, pets, humans). Notably, pets (dogs and cats) constituted the largest source type, followed by birds and humans. Fecal coliform bacteria is considered to be a good indicator of human pathogens when the source of the coliforms is human. It is not known to what extent high coliform counts translate to human health risk when the sources of the colifor m are non-human in origin. This result suggested that additional research is needed to determine whether domestic pets are contributing known human pathogens to receiving waters during rain events. Follow-up research will be conducted during the 1999- h 2000 wet-weather season to obtain a better understanding of known human pathogens associated with these animal sources and storm water transport mechanisms. 4.2.3 South Coast Watershed Characterization Study Client: Santa Barbara County Contact: Mr. Dan Reid (8Q5)6814927 In 1998, URS was retained by the Santa Barbara County Environmental Health Services (County) to conduct the South Coast Watershed Characterization (SCWC) Study to characterize the water quality of several South Coast streams. The SCWC Study included the following creeks: Arroyo Burro, Mission, Carpinteria, and Rincon creeks. The study was undertaken because elevated coliform bacteria levels in some of the creeks had resulted in long-term beach closures, and because local agencies were interested in characterizing storm water and dry- • weather flow water quality. Funds and technical assistance for the study were provided through a cooperative effort among the County, City of Santa Barbara, City of Carpinteria, and the County of Ventura. The SCWC Study involved the collection of water samples from ten locations along each creek during four sampling events. The first sampling events occurred in August and October 1998, and represented a dry weather sampling. The second round of sampling occurred after the first rainfall in November 1998 to capture the first flush. The last two sampling events occurred in the middle and end of the winter runoff period, January and March I999, respectively. The levels of coliform, fecal coliform, and enterococcus were measured at ten locations along each creek, while general mineral constituents and physical parameters were measured at three of the ten locations. The study results indicate elevated levels of bacteria in all watersheds that exceed state health standards for water contact beaches in 30 to 90 percent of the samples. Arroyo Burro Creek exhibited the greatest frequency of exceedances, while Carpinteria Creek exhibited the lowest relative frequency. The frequency of exceedances along Mission and Rincon creeks was intermediate. There was a notable increase in bacteria concentrations after the first flush rainfall of the winter. Concentrations of total coliform, fecal coliform, and enterococcus increased several orders of magnitude for all watersheds. The concentration of bacteria varied considerably from station to station within each watershed • due to site-specific variability in bacteria sources, creek conditions, and possible sampling errors UH�A�In�f IIQQ �h B W:IPROPOSAL%9758002900025PROP-AR,00=2•NOV•991sDG 4-4 SECTIONFOUR Relevant Uperlence • or contamination. Arroyo Burro Creek exhibits a distinct pattern of high bacteria concentrations, possibly indicating specific sources of contamination. Mission Creek exhibits increasing bacteria concentrations from the top to the bottom of the watershed. URS reviewed information collected as part of another program called Project Clean Water. This effort included detailed field investigations and creek walks to identify possible sources of bacteria pollution. The identified sources included storm drains, homeless encampments,. and lagoon fauna. In addition, URS assisted the County in retaining the services of Dr. Mansour Samadpour of the .. University of Washington to provide DNA ribotyping of E. coli from Rincon Creek. URS provided technical input to the County for designing the sample collection program and sample handling protocols in order to be consistent with other programs in southern California in which DNA ribotyping has been performed (e.g., San Diego, Coronado). 4.2.4 Nationwide Urban Runoff Program Client: U.S. EPA, Office of Water Assessment, Watershed Protection Division Contact: Mr. Carl Meyers (202)382-7043 Between 1978 and 1984, URS provided technical assistance to the EPA by conducting the Nationwide Urban Runoff Program (NURP). In this program, -28 monitoring studies were conducted throughout the United States at a total cost of approximately $31 million. URS assisted in site selection, equipment selection, design of the monitoring plans, data analyses, and reporting formats. Much of the work involved the development of guidance manuals for standardizing field procedures, data management, and quality assurance. Critical.insights gained from these studies were presented in several reports to USEPA/Headquarters and a report to Congress. 4.2.5 Municipal Storm Water Experience, California Starting in the late 1980s, URS has assisted numerous municipal and private clients in complying with the Clean Water Act NPDES requirements. As part of this work, we have conducted numerous storm water monitoring and research projects, especially in the western United States. Our clients we have provided monitoring and research services to include Santa Clara Valley, Alameda County, Contra Costa County, Fresno, Los Angeles County and San Diego in California; Portland, Eugene, Washington County, Gresham, and Oregon Department of Transportation in Oregon; Ada County Highway District, Boise, Idaho; and Phoenix and Scottsdale, Arizona. This monitoring has focused primarily on land use characterizations, receiving water impact assessments, and BMP evaluations. In the latter category we have conducted monitoring to evaluate the effectiveness of constructed wetlands, retrofitting flood control basins, street sweeping, storm drain inlet cleaning, and catch basin inserts. We have also designed and conducted numerous BMP evaluations including street sweeping effectiveness, catch basin effectiveness, parking lot BMP testing, and large detention basin performance. We have also VASGIl9111efMoodw/debwe W:IPROPOSAL19758002WW2\PROP-AR.000%22-NOV-99%SM 4-5 SECTIONFOUR Relevant Experience developed numerous guidance documents, including a monitoring guidance document and Three- Year Monitoring Action Plan for Caltrans and the State of Washington Department of Ecology. URS has developed and conducted toxicity testing methods, both for screening level evaluations as well for identifying the sources of toxicity (Toxicity Identification Evaluations). URS also has conducted extensive sediment sampling and is testing immunoassay methods as a means of more cost-effective sediment sampling. 4.3 MOFFATT & NICHOL ENGINEERS In 1945, John G. Moffatt and Frank E. Nichol formed partnerships in California and Oregon to provide engineering design services to private clients and governmental agencies as well as engineering support services to construction contractors. Initially, the firm concentrated on harbor works and waterways, bridges, buildings, industrial facilities, military installations, and public works. Later, services were expanded to include coastal and oceanographic engineering, port planning, and construction management. Moffatt & Nichol Engineers has completed feasibility and modeling studies, cost estimates, and r preliminary and final designs for more than 2,500 waterfront projects worldwide. These projects have included commercial marine facilities, mooring systems, harbors, marinas, dredging, bulkheads, shore protection, breakwaters and jetties, recreational beaches, causeways, wetland restoration, artificial islands and sand bypassing. Moffatt & Nichol Engineers has written design and planning manuals for the U.S. Government that have become standards for drydocks, moorings, port facilities, coastal protection, ship support services, and small craft harbors. Our • successful technical expertise on coastal processes has also set the standards in coast engineering worldwide and won industry wide acclaim. Moffatt & Nichol Engineers has served governmental agencies, corporations, and private clients in over thirty countries. Moffatt & Nichol Engineers offers clients a professional and experienced support staff of 300 design related individuals who specialize in coastal, civil, structural, mechanical, electrical, and construction engineering disciplines. The staff includes specialists in marine structures and harbor engineering, as well as water quality, wetland designs and coastal sedimentology. Since all key engineering design disciplines are represented on our staff, Moffatt & Nichol Engineers is able to maintain the level of quality that has been its history for more that 50 years and allows the staff to meet the clients needs with thoroughly-integrated projects completed under exacting quality control standards. The headquarters of Moffatt & Nichol Engineers is in Long Beach, California with branch offices in Long Beach, Santa Ana, Ontario, Oakland, San Francisco, San Diego, Walnut Creek, California; New York, New York; Raleigh, North Carolina; Baltimore, Maryland; Richmond, Virginia, Tampa, Florida and Seattle, Washington. The following paragraphs illustrate Moffat& Nichols' experience on recent relevant projects. NBSB►elaeriVaodWfdi91de W:(PROPOSAL%9759002304025PROP•AR.DOC122•NOv9915oG 4-6 SECTiOMFOUR Relevant Emerlence 4.3.1 Bolsa Chica Wetlands Restoration, Orange County, CA Client. - California Coastal Conservancy Contact: Melanie Denniger, (510) 2864183 In 1997, a group of federal and state.agencies entered into a memorandum of agreement (MOA) with the Port of Los Angeles and Port of Long Beach to implement a coastal wetlands restoration project at Bolsa Chica. As part of the MOA, the group of agencies, known collectively as the Steering Committee, has taken the responsibility of developing restoration alternatives for Bolsa Chica and analyzing the alternatives through,the California Environmental Quality Act and National Environmental Policy Act. M&N is presently providing-preliminary engineering services to the Steering Committee consisting of numerical modeling, analyses using empirical methods and equations, conceptual design, and disposal analyses. Tidal and flood hydraulic modeling is currently being performed to determine the habitat distribution for each alternative and to assess the impact of flood and ebb bar shoaling on habitat distribution. Numerical water quality simulations are being done to rot o��o .I&No},over 4100 da to wa:rands estimate the impacts of a tidal inlet on nearshore water quality and to evaluate " :4 the impact of EGGW flood flows on the restored coastal salt marsh habitat. • Shoreline evolution modeling is being conducted to predict the impacts of bar' formation, jetty construction, and maintenance dredging on the upcoast and downcoast shoreline reaches. N ,a Modeling studies are currently being conducted with the following state-of- the-art numerical models that have been ..: calibrated and verified to existing site rz; conditions. • RMA2 two-dimensional, finite •mot_ element hydrodynamic model for simulating tidal hydraulics Y`lr. • RMA4 two-dimensional, finite element contaminant transport model for assessing water quality • Shoreline Modeling System (SMS) featuring the GENESIS one-line shoreline evolution model to evaluate shoreline impacts resulting from inlet construction and maintenance The shoreline evolution and water quality modeling done for Bolsa Chica enables us to apply the technology to the City of Huntington Beach project. Wave climate data collected offshore of Magnolia Avenue by a USACE wave gage was used as input for the shoreline modeling, and use of the circulation predictions by RMA4 will be useful in assessing the water quality problems offshore of Huntington Beach. f/�mplllRr 4 8 WiPROPOSAL1B7SsW2WoWROP-AR.000122.Nov-mcG 4-7 SECTICNFOUR Relevant Uperlence 4.3.2 2-13 Flow&Water Quality Modeling for Los Angeles International Airport (LAX) Master • Plan, Santa Monica Bay, Los Angeles, CA Client. Landrum & Brown Contact. Richard Macias, (310) 645-6447 DVM o.00 r- ":'Tpp.00 /, �'' - ,f00.00 Iza L--i•d00� Y'1}+?��.r'�.'J SY�..•K�"Y.- ]y .�.N` Bathyrnetry Model Grid MpI]uW r=dM \ �' .ECar.B.GpednlR fir..'w.'f i�c:�. •�C"y t' �— OAS - _ t pmluranoanlp ` ram ,sa 1 . -1 •`i owo �♦ -- -- - ��:� t fit.�,{ f�;c ry.� "•o:o `• ` _ fit'\�' <<rae #� at�.4 , _ CLIO �1 - aro -r`'';. ••�1:,,..1-,.f:; OW ~` �`�Z� \w A �'� _� � _ ��� RQ.01 �La�-r`:t� Flow Pattern Coliform Distribution after Rain Storm Moffatt&Nichol Engineers conducted a study and prepared a report on the circulation and water quality conditions of Santa Monica Bay in support of the Los Angeles Airport Master Plan E1S/E1R for airport runway expansion into the ocean. The study involved analysis and determination of current patterns and water quality parameter distributions in Santa Monica Bay using the RMA2 and RMA4 models. The complex California Current system offshore of Santa Monica Bay including the California Current, the California-Countercurrent and the California Undercurrent was analyzed to provide boundary conditions for the models, which were then calibrated and verified with extensive field data in Santa Monica Bay. The potential impacts of the runway expansion alternatives were evaluated based on modeling results for existing and with-project conditions. Field measurements were made to quantity ocean conditions. A time series of water pressure and horizontal velocity were measured between May 1996 and May 1997. Two InterOcean S-4ADW directional wave gages were used to measure the wave and current data. Recovery and inspection of each gage was performed at one-to-two-month intervals. The data were reduced and analyzed by Moffatt &Nichol personnel. UAS6ia11ierWond*MC4rde W:%PROPOSAL197590029000ZPROP-AR.000122-NOV-MSOG 4-8 c SECTiONFOUR Relevant aperlence The horizontal distance between gage locations was approximately 3 nautical miles. Both gages were moored in approximately 60 feet(ft)of water. The calculated directional wave properties at two locations provide the spatial variations of wave climate in the nearshore region of Santa Monica Bay. The year-long deployment also provides information about seasonal changes in wave conditions. 4.3.3 lQC- Coastal Engineering, Los Angeles County, CA Client U.S.Army Corps of Engineers Contact: Stephen Fine, (213) 894-5400 Santa Monica Bay (SMB) Capping Study —M&N conducted an analysis of Santa Monica Bay's coastal processes to develop a preliminary design of a capping site within the Bay. We prepared a feasibility report consisting of an annotated bibliography of geotechnical, oceanographic, and dredging/capping technology ar)d regulations, data analysis of plume dispersion, design criteria, preliminary designs and drawings, and general cost estimate and schedule considerations for construction. Capping in the bay is being considered for a long term method of managing contaminated dredged sediments. The feasibility report was to identify areas as potential Contained Aquatic Disposal (CAD) and Level Bottom Capping (LBC)sites. S • 4.4 SUMMARY In summary, URS will provide the Agencies with the highest quality services for this project. We bring the following advantages to you: ➢ Extensive directly relevant experience ➢ Excellent field program management ➢ Experienced monitoring staff in investigations, solution k design, and implementation ti` f ➢ Clear and precise field standard operating procedures(SOPS) ti ➢ Carefully designed and implemented field and laboratory QAJQC programs ➢ Thorough field documentation ➢ Training for crews on specific project needs/procedures ;, ➢ SpecificalIy storm water experienced laboratories Comprehensive storm water sampling in Eugene and Portland,Oregon led to data that was useful for management decision making. • OAS6lialoarllUaLrIQ/Y4/JAv W:(PROPOSAL%975B00290002%PROPAR.DOC%22-NOv995SDG 4-9 SECTIONFIVE Cost Estimates Our approximate costs to conduct the scope of work described in Section 2 are presented below. • Given the evolving nature of this project, these costs are approximate, and may need to be adjusted as more information about the likely.sources of contamination is gathered. However, they are based on our experience performing similar work. In addition, we recognize that the Agencies may wish to only select some tasks, therefore, our costs are estimated on a task-by-task basis, rather than an overall cost for the entire project. Task 1.Develop Work Plan(URS) $ 6,000 Task 2. Review Existing Information(URS) $ 10,000 Task 3. Conduct Watershed Sanitary Surveys(URS) $ 30,000 Task 4. Conduct Focused Source Testing(URS) $ 35,000 Task 5. Latent Groundwater Quality Evaluation(URS) $ 18,000 Task 6. Conduct Oceanographic Studies(M&N)' $214,000 Task 7. Conduct Feasibility Studies(URS) 7a. Dry Weather Diversion $ 20,000 7b. End-of-Pipe Treatment $ 32,000 7c. Constructed Wetlands $ 20,000 7d. Outfall Extension $ 32,000 'M&N=Moffatt and Nichol Engineers • • MRSBIelnerWeodwBr UMV W.WROPOSAL,9758002M2\PROP-AR.000122-Nov-gmoG 5-1 APPENDIXA Resumes of Kev staff INS RIVIVerJV00a aidelyde W:\PROPOSALL9758002900021PROP•AR.0O0122-NOY•99`SOG Nancy E. Gardiner Senior Project Sciengst — Contra Costa Water District (Los Vaqueros Dam Project) LFC Power Systems Corporation The Marin Independent Journal Criterion Catalysts Company — United Musical Instruments — U.S. DOE-Western Area Power Administration Monterey County Public Works Department Institute for Scrap Recycling Industries Lockheed Storm Water Compliance. Project Manager of storm water compliance program for Lockheed Missiles and Space Company's Sunnyvale, Milpitas, and Palo Alto facilities. Responsible for conducting annual inspections, updating storm water pollution prevention plans, and evaluating the effectiveness of Best Management Practices. Confidential Shipyard Client, Ms. Gardiner completed a comprehensive water supply, wastewater, and storm water compliance audit for a with facilities in San Diego, San Pedro, and San Francisco. This project involved records review, staff interviews, site field evaluations, and preparation of an audit report including recommendations. Expert Witness/Litiention Support • Caltrans District 11. Ms. Gardiner provided litigation support to Caltrans District 11 (San Diego region) in response to two lawsuits filed by the Natural Resources Defense Council (NRDC)/San Diego Baykeeper, and the U.S. Environmental Protection Agency. The causes of action involved noncompliance with the Clean Water Act from Caltrans' storm water discharges to local receiving waters, and noncompliance with the State of California NPDES General i Permit for Storm Water Dis-charges Associated with Construction Activity. Ms. Gardiner assisted with . development of the settlement agreement and provided technical support in settlement negotiations with the plaintiffs. Ms. Gardiner also assisted Caltrans negotiate with the Regional Water Quality Control Board to draft changes to the regional (District 11)NPDES storm water permit language . I i I URS it/VIM Jvve1w d&AAve %4SW1%SHARERSNancy%HunYnptonlgardiner.docU7-Apr•g$%SDG 7 Nancy E. Gafdlnef Senior Project Scientist • Other Water Ouality Studies Pacific Gas & Electric AFC. For Pacific Gas & Electric Company, Ms. Gardiner developed the Water Resources Section of the Application for Certification (AFC) required in order to construct a new power generating facility on Otay Mesa, San Diego County. The AFC fulfills the CEQA compliance evaluation required by the California Energy Commission. The scope 'of work included -evaluating potential environmental impacts of providing water and wastewater service interconnects, and construction of anew sewer line to service the needs of the new facility. East. Contra Costa Water Supply Management Study. Evaluated water demands and supply options for the East Contra Costa County Water Supply Management Study. Project involves water supply planning for rapidly urbanizing Bay Area county through the year 2040. Conducted literature review and developed criteria for evaluation of numerous options. Fort Ord Reuse Infrastructure Study. Project Manager of storm water and water reuse programs of the Fort Ord Reuse Infrastructure Study (FORTS) associated with the closure and ` • realignment of Fort Ord, Monterey County, CA. Served as URS Greiner Woodward Clyde's project manager on a multi- firm consulting team. Responsible for assessing nonpoint sources of pollution, con-ducting inventory and assessment of storm drainage sys-tem condition, and evaluating future permitting and compliance needs under NPDES, CZARA, and NOAA Mon-terey Bay National Marine Sanctuary requirements. Evaluated alternative water reuse, treatment, and distribution strategies using tertiary treated wastewater and storm water. Conducted planning-level siting studies and cost estimates for siting and installation of water storage ponds and water treatment systems. Hazardous Waste Projects Confidential Client — East Oakland. Project Manager for i evaluation of alternative site closure options at former diesel tank site in East Oakland (confidential client). Conducted comprehensive literature review and hydrogeologic assessment and evaluated possible options to achieve closure through the Alameda County Department of Environmental Health. Options included recent proposed use of Non-Attainment Areas for sites which meet certain geologic/hydrogeologic conditions. IBM — San Jose RCRA Pipeline Inspection. Project 0 aM1n8fW0 1uC+7f$ RSOGIISHARFD.NancylHuntin&nlpardiner.dOCQ7•Apr•98'',SDG 8 NancYE. Gardiner ' Senior Project Scientist Manager of IBM-San Jose RCRA pipeline inspection program for compliance with 44 CFR Section 264.191. Supervised in- • house staff and two outside subcontractors in performing visual evaluations, closed-circuit television inspections, ' and hydrostatic pressure testing -of hazardous waste pipelines and storage tanks at major manufacturing facility. ;i Caltrans District 4 ESAs . Conducted Phase I environmental site assessments associated with land acquisition for construction of proposed Caltrans District 4 highway interchange expansions in Oakland and Windsor, California. Assessments included records search and review, field inspection, preparation of Caltrans checklists, and a final report. Unocal— San Francisco and Land Use Permit Application. Project Manager and author of detailed geologic and hydrogeologic report submitted as part of Land Use Permit Application for expansion project at Unocal's San Francisco Refinery in Rodeo, California. Report discussed general geologic setting, structural geology, stratigraphy, and hydrogeology underlying the site. Chevron USA RCRA Part B Closure Plan. Developed i Closure Plan for Chevron U.S.A.'s Hazardous Waste I Treatment Facility in Richmond, CA. This document was • prepared as part of a RCRA Part B permit application's Operations Plan for this facility. West Bend Landfill RUFS. Project Hydrogeologist for R.INS at combined municipal and industrial waste landfill near Milwaukee, Wisconsin. Supervised drilling and well installation, directed groundwater quality monitoring program, analyzed hydrogeologic and chemical data, and prepared jreport to Wisconsin Department of Natural Resources. Petroleum Hydrocarbon Investigations. Project Manager of several petroleum hydrocarbon investigations at active and former service stations in Southern Wisconsin and California. Supervised tank removal contractors, directed field observations; collected and analyzed soil and groundwater samples, and designed hydrocarbon product recovery wells and remediation systems. • UBS6►elnefNOOA er9 ell de NSDGIISHAREpWancytHuntingWnlpardin or.dW27•Apr•981SW 9 i Manev E. Gardiner Senior Project Scientist Publications Gardiner, N. E. and Jennifer A. Cohen. 1995. Storm Water • Trials and Tribulations: Industry Impressions. Environ- mental Protection. May. Boyd, G.B. and N.E. Gardiner. 1990. Urban Storm Water: An Overview for Municipalities. Public Works. December. Technical Papers I Gardiner, N.E. 1993. How to Implement BMPs. Proceedings of .Hazardous Materials and Environmental Management Conference West/Spring '93. Long Beach, Cali€ Ti ia. May 4-6. Gardiner, N.E. 1993. The Santa Clara valley Nonpoint Source Pollution Control Program: Case Study. Proceedings of Hazardous Materials and Environmental Management Conference West/Spring '93. Long Beach, California. Gardiner, N.E. 1991. Santa Clara Valley Nonpoint Source Control Program, Santa Clara County, California. ASCE Water Resources Planning and Management Symposium on Urban Water Resources. Proceedings of the 18th Annual Conference and Symposium. New Orleans, Louisiana. May 20-22. Gorczyca, Nancy E. (maiden name). 1988. Effects of Gaso- line on Atterberg Limits and Permeability of Unconsolidated Sediments. Abstracts, American Water Resources Associa- tion. Wisconsin Section Twelfth Annual Meeting. Presentations i Gardiner, N.E. 1999. Nonpoint Source Pollution: A Moving . Target. Association of Environmental Professionals, San Diego Section, October 28. Gardiner, N.E. 1999. Why Worry About The Quality of Your Storm Water Discharge? San Diego's Experience. American Public Works Association Conference on Water Issues. June 15. Gardiner, N.E. 1999 Wet-Weather Storm Water Bacteria Study. International Erosion Control Association 30" Annual Meeting, Nashville, TN. February 22. Gardiner, N.E. 1999, Santa Monica Bay Catch Basin Retrofit Study. International Erosion Control Association 30th Annual Meeting, Nashville, TN. February 22. Gardiner, N.E. 1994. Industrial Storm Water Pollution Pre- vention Plans. Considerations for Designing an effective Employee Training Program. Air & Waste Management Association, 87th Annual Meeting and Exhibition, Cincinnati, E Ohio. June 19-24. • Gardiner, N.E. 1994. Taking Stock: Evaluating Storm Water BMP Effectiveness. Proceedings of Hazardous Materials and Environmental Management Conference West/Spring '94. Lon tZDGI%SHAREDNanWun ing[onlgard:ner.doe517-Nav-99WG 10 MancvE. Gardiner Senior Project Scientist Beach, California. April 26-28. Duke, L.D. and Gardiner, N.E. 1993. Industrial Storm Water Pollution Prevention: A Regional Program for the Santa Clara Valley, California. Air & Waste Management Asso- ciation, 86th Annual Meeting and Exhibition, Denver, Colorado. May 2-22. • i I URSl�i�InBlWaadw��dClydB 51SDG1%SHAREDWaneMuntingtonlgardiner.doe117-Nov-994SDG 11 Caro! L Forrest,P.E.,6.L Principal AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • • Erosion control studies, Ms. Forrest has nearly 25 years of experience in erosion designs, repair protection, flood control, flood plain management, surface recommendations water hydrology, hydraulics, sediment transport, urban runoff, A SWPPP and NPDES and non-point source pollution, and water quality. Ms. Forrest i is a nationally-known expert in erosion and sediment control. permit application She is twice past President of the International Erosion preparation Control Association (IECA), current President of the Western • Streambank Chapter -of the IECA, and Vice Chair of the Certified stabilization Professional in Erosion and Sediment Control (CPESC) Council. She is on the Technical Advisory Board of Erosion EDUCATION Control Magazine, the City of San Diego's Land Development M.S., Civil Engineering, Advisory Board, the Water Environment Federation's Urban San Diego State Runoff Task Force, and the American Society of Civil University, 1982 Engineers Sedimentation Comn-dttee. Ms. Forrest has published numerous articles on erosion and sediment control, B.S., Civil Engineering, storm water permitting, and post-fire hazard mitigation in San Diego State national publications. She teaches continuing education University, 1977 courses for the American Society of Civil Engineers on "How B.A., Anthropology, to Prepare an Effective Erosion and Sediment Control Plan" University of California, and "Urban Watershed Management," and she teaches courses • Berkeley, 1971 for the International Erosion Control Association on "Design Procedures for Channel Protection and Streambank Stabili- REGISTRATIONS zation," and "Cutting Edge Developments for Stormwater Management." She has been involved in projects related to Civil Engineer: California, erosion control, water quality, and resource management No. 31670, 1980 throughout the United States and overseas. She was the Civil Engineer: Arizona, erosion and sediment control specialist in charge of developing No. 19039, 1985 the post-fire erosion and sediment control measures following Geotechnical Engineer: the 1991 Oakland firestorm, the 1993 Southern California California, CA, No. 317, fires, and the 1996 Harmony Grove Fire. Ms. Forrest was 1987 asked by the State of California Governor's Office of Emergency Services to prepare a Guidance Manual on Post- Certified Professional Fire Hazard Mitigation for-use by public agencies. She also Erosion and Sediment prepared the Erosion and Sediment Control Field Manual Control Specialist: U.S., currently in use by the Regional Water Quality Control Board, No. 665, 1991 San Francisco Bay Region. PROFESSIONAL Ms. Forrest has managed major municipal NPDES storm wa- HISTORY ter permitting projects in Phoenix, Arizona and Riverside County, California, and nonpoint source pollution studies of URS Greiner Woodward Santa Monica Bay, California for the Regional Water Quality Clyde, Senior Consulting Control Board, and Lake Matthews for the Metropolitan Wa- Engineer, 1977-present ter District in Los Angeles, California. These projects all in- • volve the evaluation of water quality problems in watersheds Scripps Institution of and the development of pollution control strategies. Ms. lIR$if/811I8fN80dW19CIyd8 S:VobinTorrest master resume dOcSl 7•N*v SMSDG l Carol L.Forrest,P.L.e 111 Principal • Oceanography, La Jolla, Forrest has provided technical guidance for other storm water California, 1973-1975 pollution or permitting projects in Scottsdale, Arizona and throughout California. Some of the industrial clients Ms. AFFILIATIONS Forrest provided storm water permitting assistance to include the Navy Public Works Center in San Diego, California, and American Society of Civil the Arizona Public Service in Phoenix, Arizona. Her relevant Engineers project experience includes: Society of Women SDG&E Access Road Erosion Studies, San Diego, CA. Engineers . Managed erosion studies for 300 miles of access roads and _. S.D.S.U. Engineering transmission towers. Evaluated effectiveness of alternative Council Outreach erosion control techniques. Completed cost-benefit analy- Committee ses and developed construction specifications for mitiga- tion measures. International Society for Caltrans Erosion Control Experts Team, Statewide, Soil Mechanics and CA. Developed and provided training program on specific Foundation Engineering _ erosion and sediment control problems to all Caltrans dis- American Shore and Beach tricts. Since transportation routes are constructed through Preservation Association variable terrain, Caltrans has created extensive cut and fill Soil and Water Conser- slopes that require both short-term and long-term soil sta- vation Society of America bilization. Long-term soil stabilization measures include vegetation and runoff management facilities, such as • Society for Marketing ditches and diversions, and provide the dual benefits of re- Professional Services ducing erosion and sedimentation as well as enhancing International Erosion highway aesthetics. Control Association Tecolote Canyon Watershed Study, San Diego, CA. City of San Diego Land Under contract to the City of San Diego, evaluated Development Advisory sources of accelerated erosion and sediment transport into Board Mission Bay. Evaluated alternative design recommenda- tions and completed cost-benefit analyses for alternative California Watershed mitigation measures. Developed watershed management Management Council plan. Developed plans and specifications for erosion con- Water Environment trol measures in 30 areas of watershed and for the design Federation of access road and bicycle path system. • First San Diego River Improvement Project, San Di- ego, CA. Studied the geotechnical and constructibility fac- ets of proposed river channelization with crossings at three locations. Each river crossing is designed as a drop struc- ture or spillway incorporating low flow (up to 10-year storm) box culverts to allow traffic to cross the river ex- cept for flooding from heavier storms. Drop structures permit low velocity flow in the grass-lined channel. De- signed and prepared plae.s and specifications for three river • crossings. Oversaw excavation of river mud and other un- suitable materials from dike foundations and placement of select fill soils in the embankments. Monitored post- construction settlements and developed additional stability OBS191VI/�e/weedW/Ori1jWo SArobinTorrev master resume-dcei17•Ncv-99k.SDG 2 Carol L Forrest,P.E.,G.E. Principal and long term settlement calculations of the dikes to sup- • port a request to FEMA to realign the previous flood plain map for the,channelized reach of the river. • Rams Hill Country Club Flood Control Facilities De- sign, Borrego Springs, CA. Completed hydraulic design for-the perimeter flood control facilities for a 1,000-acre country club situated on the upper flanks of an alluvial floodplain. The flood control facilities had to divert sedi- ment-laden flood waters around the development and re- introduce these flood waters back into their respective water courses downstream of the project. Evaluated the various stream's transport mechanisms as they cross the desert floor. The perimeter flood control facilities utilized soil cement lining for high velocity channels; and gabion mattresses and riprap underlain by a woven geotextile were utilized for bank protection on the slopes subject to ero- sion. • Erosion Ordinance and Training Program, Maui County, HI. Revised existing grading ordinance to ad- dress erosion and sediment control problems, including establishment of minimum best management practices. Preparation and implementation of countywide training • program. + Southern California Fires Emergency Hazard Mitiga- tion Plans, Los Angeles, CA. Prepared post-fire emer- gency hazard mitigation plans for areas, including mitiga- tion measures for flooding, mud, and debris flows. Pre- pared post-fire hazard mitigation guidance document for public agencies. • Erosion Control Plans for Oakland Firestorm, Oak- land, CA. Prepared post-fire erosion and sediment control plans, and oversaw plan implementation. • NPDES Parts 1 and 2 Storm Water Permit Applica- tions, Phoenix, AZ. Managed comprehensive municipal storm water permit application process including facilities mapping, discharge characterization, rainfall analysis, dry weather sampling, development of sampling plan, wet weather sampling, legal authority review, review of fund- ing mechardsms, pollutant loads analysis, and preparation of storm water management program • Navy NPDES Storm Water Permitting Project, Naval Facilities Engineering Command, Southwest Division • (SWDIV), San Diego, CA. Served as Project !Manager for this $7.4 million storm water permitting project for 28 URSGrelnarwas wsrdMde s troLinlForrew master resume doe117-Nov SGISC)G 3 Carol L Forrest,P.E.,G.E. Principal • Navy bases for the which received an "Excellent" rating from the Navy. Prepared Storm Water Discharge Man- agement Plans with site characterization, non-storm dis- charge elimination program, best management practices plans, monitoring plans, and compliance with standard provisions. • Storm Water Quality Management Program, Los An- geles County, -CA. Prepared implementation manual, monitoring program, and comprehensive model county- wide storm water management plan for 86 permittees. • Storm Water NPDES Permit Compliance Program, Fresno Metropolitan Flood Control District, Fresno, CA. Implemented and managed comprehensive areawide Storm Water Management Plan. Program included conducting NPDES permit negotiations, developing a master storm water model ordinance, supervising water quality monitoring, and developing guidance materials for industrial and construction activities throughout the Fresno-Clovis area. Provided over- sight for development of Basin Management Plan for moni- toring and control of pollutant accumulation in groundwater recharge basins located throughout the District's jurisdiction. • • Storm Water and Water Reuse Program of the Fart Ord Reuse Infrastructure Study (FORTS) Monterey County, CA. Assessed nonpoint sources of pollution, conducting in- ventory and assessment of storm drainage system condition, and evaluating future permitting and compliance needs. Evaluated alternative water reuse, treatment, and distribution strategies using tertiary treated wastewater and storm water. Conducted planning-level siting studies and cost estirnates for siting and installation of water storage ponds and water treat- ment systems. • NPDES Part I Storm Water Permit Application, El Paso, TX. Prepared municipal storm water permit applica- tion, including facilities mapping, discharge characteriza- tion, dry weather sampling, legal authority review, devel- opment of wet weather sampling plan, and rainfall analysis. • Yuma Crossing Park Hydraulic Feasibility Study, Yuma, AZ. Completed hydraulic feasibility study on the Colorado River to evaluate several methods of increasing the water depth by means of dredging, a deflatable darn, and other flood control facilities. Used USAGE HEC-6 computer program to evaluate the alternatives' impacts on the river system's hydraulic regime, sedimentation, flood- ing, groundwater, and water quality. • Santa Monica Bay Restoration Project, Santa Monica, #RS6ralnerivoogwardCtyde S vobimFoassi maslor resume doo`I MowWSDG 4 Carol L Forrest,Up U - Principal CA. Assessed the magnitude of nonpoint source contami- • nation from the Los Angeles Basin to Santa Monica Bay, one of the most heavily used water bodies in California. Performed pollutant loads analysis and developed an early . action BMP Program. _. • Riverside County Drainage Area Management Plan, : . Riverside County, CA. Developed a Drainage Area Man- agement. Plan for county area, including 17 cities and flood control district in compliance with storm water permit re- quirements. Includes manual for new developments as well as best management plans for existing developments, pub- lic education and participation, and coordination of co- permittees. • Lake Matthews Water Quality Study, Riverside County, CA. Evaluated effectiveness of proposed dam and detention basin alternatives in removal of pollutants in urban runoff entering water supply reservoir from devel- oped watershed condition. • Farmington Canal Design, Stockton, CA. Completed hydraulic design for a new water conveyance system in- cluding: design of modifications to an existing dam, design of a flow diversion structure, design of gauging stations and a low-water crossings, evaluation of existing creek ca- pacity. • Eastside Reservoir, Riverside County, CA. Completed hydrologic evaluation of probable maximum precipitation and probable maximum flood for 14 dam sites for the Met- ropolitan Water District of Southern California. • i►gS61BIIIBIWIIOdWB�CI�B S:4obinTorrest master resume dorm 7-Nov-99,soa 5 Robin Allison,Ph.D. Assistant Project Manager • AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • Water quality Dr. Allison has seven years of water quality research • Urban storm water experience, with an emphasis in urban storm water and rural management streams and rivers. He has experience in designing and • Storm water pollution carrying out environmental monitoring projects and has treatment measures extensively published the results, particularly for gross pollutants and storm water Best Management Practices (BMP) • Water monitoring and effectiveness. Dr. Allison also has experience in preparing reporting implementation plans for water quality improvement works. EDUCATION He developed Best Practice Environmental Management Guidelines for Urban Storm Water as the principal editor of Ph.D. (Environmental En- the recently released Guidelines for Victoria, Australia. He gineering), 1997, Univer- also developed a decision-support-system for choosing sity of Melbourne, Austra- appropriate BMPs for urban storm water installations. Since lia relocating to San Diego, California, he has provided technical Bachelor of Engineering overview and advice on a Caltrans Litter Management Pilot with Honors (Civil), 1993, Study in the Los Angeles area. His representative project University of Adelaide, experience includes: Australia PROFESSIONAL . Technical Advisor, Caltrans Litter Management Pilot ..• HISTORY Study, Los Angeles, CA. Provides technical oversight of URS Greiner Woodward the project and is involved with the data interpretation and Clyde , Environmental reporting for the multi-million dollar study. The study Engineer, 1999-Present investigates a range of BMPs for reducing the quantity of Woodward-Clyde, litter discharged from highway drains. Melbourne, Australia, Project Manager, Litter Trapping Action Plan for a Environmental Engineer, Local City, Australia. The project involved field 1998-I999 inspections, identification of -pollutant sources, and Department of Civil and recommended BMPs for implementation throughout the Environmental city. Engineering, University of . Principal Editor, Best Practice Environmental Melbourne, Australia, Management Guidelines for Urban Stormwater, Research Fellow Melbourne, Australia. Developed storm water 1997-1998 management guidelines for improved management for Environmental Protection cities, regional authorities and consultants in Australia. The Authority, Storm Water guidelines define environmental requirements, provide a Project Manager, 1997 range of management tools and guide the selection and University of Melbourne, applications of these tools for improved urban storm water Casual Lecturer, management. Environmental Engineering • and Geography, 1993-1998' N.'vasumes'',Allisonmaster.doc%17-Nov-995Code Robin Allison,Ph.D. Assistant Project Manager AWARDS • • Semi-finalist, Young Australian of the Year Project Engineer, Waterway Activity Plans, Awards--Victorian Melbourne, Australia. Assessed water quality and likely Environment category, pollutant sources in Australian urban waterways, and 1997 recommended remedial action and prioritized improvement works such as bank stabilization, weed removal and Guy Parker Award for structural BMP implementation. best paper in Water (journal of the Project Manager, BMP Decision-Support-System, AWWA) for Australia. Managed extensive field monitoring of storm 1996-1997 water pollutants and BMP effectiveness. Results were extensively published and developed into a software • Best student paper decision-support-system for selecting appropriate BMPs presentation award, for gross pollutant (litter and debris) reduction. International _ Hydrology and Water 1 Researcher, Storm Water Gross Pollutant Monitoring Resources Symposium, Techniques, Australia. Developed new techniques for 1.994 monitoring Litter and debris in urban storm water and methods for assessing the performance of litter trapping • Special Postgraduate BMPs. Published the results at numerous international research studentship,University of conferences and journals. •Melbourne, 1993-1997 • Water Quality Monitoring, Australia. Monitored environmental condition of alpine streams, involved • HFN Hodgson Award assessing existing data, selecting appropriate sites, for excellence in water- installing monitoring equipment, maintaining equipment in related studies, 1992 remote alpine area and reporting results. • Invited speaker at: Na- tional Conference of Gross Pollutant Trap- ping Guidelines, Aus- tralia (1997); Storm- water and Soil Erosion Conference, Australia (1997); "Do Your Lit- ter Bit" Conference, Australia (1998); and Storm Water Manage- ment in the Southwest Conference, Long Beach, CA (1998). PUBLICATIONS Allison R.A. (1999) "Innovative technology reduces storm- water trash", Public Works 130(2): 28-32. + H vesumes'Allisonmasler doel7-Nov-99'Code 2 Rabin Allison,Ph.©. • Assistant Project Manager Allison, R.A., Chiew F.H.S. & McMahon, T.A., (1998) "Nu- trient Contribution of Leaf Litter in Urban Stormwater", Jour- nal of Environmental Management. Allison R.A. and Chiew, F.H.S., (1997) "Leaf litter in Storm- water: A major source of nutrients?", Water, 24(1):18. Allison R.A:, Wong, T.H.F. & McMahon, T.A. (1996) "Field trials of the Pollutec stormwater pollution trap", Water, 23(6). 29-33 (won best paper for 1996/97). CONSULTING AND RESEARCH REPORTS Walker T.A., Allison R.A, Wong T.H.F. and Wootton R.M. (1999) "Removal of suspended solids and associated pollut- ants by a CDS gross pollutant trap", Research Report for the Cooperative Research Centre for Catchment Hydrology, Aus- tralia, 38 pp. _ Allison R.A., Chesterfield, C., Lopreiato, B.-and Johnstone P. (1998) "Best Practice Environmental Management Guidelines for Urban Stormwater — Draft", for the `Stormwater Com- mittee', Victoria, Australia. • Allison, R.A., Walker, T.A., Chiew, F.H.S., O'Neill, I.C. & McMahon, T.A. (1998) "FROM ROADS TO RIVERS - Gross pollutant removal from urban waterways", Research Report for the Co-operative Research Centre for Catchment Hydrology, Australia, 98 pp. Allison, R.A., Chiew F.H.S. & McMahon, T.A. (1998) "A de- cision-support-system for determining effective trapping strategies for gross pollutants", Research report for the Co- operative Research Centre for Catchment Hydrology. Allison, R.A., Chiew F.H.S. & McMahon, T.A. (1997) "Stormwater Gross Pollutants", Industry Report Cooperative Research Centre for Catchment Hydrology. Allison R.A. & Grayson R.B. (19940 "Mt. Stirling Stream Monitoring Program - Final Report", submitted through the Centre for Environmental Applied Hydrology to the Alpine Resorts Commission, Victoria. Allison R.A, Grayson R.B. and Campbell I.C. (1993) "Mt Stirling Stream Monitoring program— Existing data investiga- tion", A report to the Alpine Resort Commission, Victoria, Australia. CONFERENCE PROCEEDINGS N:VesumesVUlisonmastecdoe517•Nav-WCade 3 Robin Allison,Ph.D. Assistant Pro'ect Mana er Allison R.A. and Seymour S. (1998) "Can we afford litter free • waterways? —working with best practice", managing Litter '98 conference, EcoRecycle Victoria, Australia.. Allison R.A., Rooney G.R., Chiew F.H.S. and McMahon T.A. (1997) "Field trials of side entry pit traps for urban stormwater pollution control", 9`h National Local Government Engineering Conference, Melbourne, August, pp 9-14. w Allison R.A., Chiew, F.H.S., O'Neill, I.C., Essery, C.I. and McMahon T.A., (1996) "A storm event perspective of gross pollutant and stormwater quality characteristics in Australian urban catchments", 6`h International Conference on Urban Storm Drainage, Hannover, Germany. Allison R.A. and Chiew F.H.S. (1995) "Monitoring of storm- water pollution from various land uses in an urban catchment", god International Symposium on Urban Stormwater Manage- ment, Melbourne, Institution of Engineers, NCP 95/03, Vol. 2, pp 511-516. Allison R.A., Essery C.I. and McMahon T.A. (1994) "How Gross is Pollution? - its occurrence and measurement in stormwater channels within two Australian cities", 22°d Inter- • national Hydrology and Water Resources Symposium, 1994, Adelaide, (won best student paper presentation). H Vesume";Iisonmasior_doc117•Now99`jCode 4 James 6.Ashcroft P.E. Managing Principal • AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • Water Systems. Mr. Ashcraft has more than 26 years of experience in the Engineering planning, design and construction of water, wastewater and water reclamation systems, including treatment plants, pump • Water Reclamation stations, force mains and water distribution pipelines. He has • Wastewater also been in responsible charge of several groundwater Engineering management studies, including the investigation and development of resource recovery programs for groundwater EDUCATION basins within San Diego County. Mr. Ashcraft's broad University of Washington, technical and managerial skills are demonstrated by the Seattle: M.S., Sanitary following representative projects: Engineering, 1972 . Provided design services to the City of San Diego under a University of California, design/build contract agreement for a new $4.5 million Berkeley: B.S. Civil demineralization facility at the 30-MGD North City Water Engineering, 1966 Reclamation Plant. Major components included variable speed feed pumps, cartridge filters, flow and conductivity REGISTRATIONS meters, and a chemical storage and feed system using Civil Engineer: California, hydrocholoric acid and caustic. No. 22642, 1973 • Project Engineer for the design of the 7.0 MGD • (expandable to 14 MGD) South Bay Water Reclamation PROFESSIONAL HISTORY Plant for the City of San Diego Metropolitan Wastewater Managing Principal, HYA Department (in progress). Project responsibilities include Consulting Engineers, design of the headworks, primary sedimentation, and flow 1987—present equalization facilities. Key areas of involvement include bar screens, screenings, washers and compactors, Chief Engineer, Miramar screenings washer and hopper, grit basins, grit pumping, Engineering Associates, grit classifying and dewatering, grit storage, scum 19$2— 19$7 concentrator and odor control. Sanitary Engineer, State of . Design Engineer for the Robert A. Weese Water California, Bureau of Treatment Plant disinfection system for the City of Sanitary Engineering, Oceanside. Treating raw water from the San Diego 1970-1971 County aqueduct, system design met the requirements of Civil Engineer, State of the Surface Water Treatment Rule and stopped the California, Division of formation of disinfection by-products to meet the Safe Highways, 1969-1970 Water Drinking Act. AFFILIATIONS • Principal-in-Charge for the expansion of the 120 MGD Alvarado Water Treatment Plant to 170 MGD for the City American Society of Civil of San Diego. Facilities were designed for an ultimate Engineers plant expansion to 212.5 MGD. The assignment included California Water Pollution preliminary and final uesign for three 48-foot gravity • Control Association thickeners to concentrate sludge from the sedimentation basins. UAS srelgetwoodW8r0C/Yde W:vesumesWsherah2.dockIS-Nov-99.50G 1 James G.AshcraK P.E Managing Principal Chemical Engineering • Team Member for review of the Groundwater Recovery • Institute, Process Program for the Metropolitan Water District of Southern Equipment Selection California (MWD) service area. Developed evaluation Committee criteria and reviewed groundwater recovery projects Water.PolIution Control submitted by member agencies for inclusion in the .. Federation program. Evaluated each project by confirming groundwater contamination, groundwater management practices, CEQA, project yield, and economic analysis. Developed methods for tracking and projecting future costs to MWD by participating member agencies. • Principal-in-Charge for the San Pasqual Strategic Plan for the City of San Diego. The Plan identified the water resource assets and stakeholders, including water customers, municipalities, environmental groups, and regulatory agencies in the basin. Strategies developed for review included development of three alternative reclaimed water distribution systems, development of a groundwater management plan, and identification of competing interests for the available water resources. The San Pasqual Basin is one of the largest groundwater basins in the County of San Diego. • • Principal-in-Charge for the Brine Management Feasibility Study for the City of Escondido. The purpose of the study was to assist the City by identifying and controlling brine discharge into the wastewater stream tributary to the Hale Avenue Resource Recovery Facility. Recommendations set forth in the Brine Management Study will be implemented in conjunction with the City's on-going development of its Water Reclamation Program. • Principal-in-Charge of the preparation of a Water Reclamation Master Plan for Unincorporated Areas on behalf of the County of San Diego. The objective of the Master Plan was to develop an implementation plan for water reclamation by multiple agencies in unincorporated areas of San Diego County, most of which had not previously been included in other master planning efforts. The study area encompassed 13 sanitation districts, three County-owned wastewater treatment plants, and six water districts. • Design Engineer for two wastewater reclamation plants whereby effluent is utilized for irrigation within residential • developments and open space areas. Due to space limitations at one of these facilities, the activated sludge 0SBIl:IAP.IAQOdWBldCIJl.B W:Vesu:naMAshcrah2.doc%i8-Nov-MDG 2 James 6.Ashcroft,F1 Managing Principal • process was combined with biofilters to obtain secondary treatment. e Principal-in-Charge for the preliminary design of a 11,000 gpm reclaimed water pump station and modification to an existing potable water reservoir for the Orange County Water District Orange/Santa Ana Reservoir, a prestructured concrete tank which required substantial modification to meet code requirements. • Engineer-in-Charge for modifications to the Galloway Pump Station for the City of San Diego. Design included replacement of three existing constant speed raw sewage pumps with two variable speed pumps and motors, increasing capacity to 1,400 gpm. Variable speed was accomplished utilizing variable frequency drives. In addition, the design incorporated a 92,500-gallon, buried emergency storage reservoir. • Project Manager and Design Engineer for the conversion of a 1.0 mgd extended aeration plant into a 13.0 mgd regional treatment facility for the South East Regional • Reclamation Authority. The conversion was accomplished in expansion increments of 5.0, 3.0 and 4.0 mgd. In the 4.0 mgd increment, filter belt presses were field-tested for sludge dewatering and, based on test findings, belt presses were first utilized in Southern California. A fine bubble jet aeration system was also used in the activated sludge system and the existing sludge thickening process was modified by combining primary and waste activated sludges and thickening them by dissolved air flotation. This unique approach not only substantially reduced the hydraulic loading to the anaerobic digesters, but also reduced the plant's power consumption by 25 percent. Prior to completion of the final 4.0 mgd expansion,*the plant consistently produced an effluent of less than 5 mg/1 BOD and 10 mg/l suspended solids while operating at 90 percent design capacity. • Conversion of four primary sewage treatment plants to secondary treatment facilities utilizing trickling filters and wastewater treatment plant expansion, from 1.0 MGD.to 2.0 MGD, utilizing a two-stage trickling filter system„ Camp Pendleton, California. • • Expansion of a domestic sewage collection system and design for a new industrial sewer system with lined a evaporation ponds for waste disposal, China Lake Naval UASsm/ne,www rdC/08 WIfesjmos'Asnciaft2doc51B•Nov-WSNG 3 James G.Ashcraft,P.E. Managing Principal Weapons Center, Ridgecrest, California. • • Principal-in-Charge for the Reverse Osmosis (RO) Facility Design and Construction Management for the City of Escondido. The RO system, Iocated at the Hale F_ Avenue Resource Recovery Facility, has a capacity of R 16,000 gpd. The unit was designed to operate with minimal pre-treatment for treating chlorinated filtered secondary effluent (SE). The product water is blended with SE and used for irrigation water for the Avocado Pilot Study. • Principal-in-Charge for the Point Loma Annual Meter Certification Report for the City of San Diego. This project involved certifying the accuracy of the influent parshall flumes for the 200 MGD Point Loma Wastewater Treatment Plant. S • Principal-in-Charge of the Pump Station 11 Odor and Noise Mitigation Study for the City of San Diego. Tasks included reviews of the odor and noise complaint history and design of the odor scrubber and pump station; on-site, 24-hour sulfide gas emission monitoring of the scrubber system exhaust; and, recommendations for mitigation . measures. • Project Manager for the construction management of the $7 million award-winning and nationally recognized water reclamation plant expansion and upgrade for the Fallbrook Sanitary District. The project encompassed reinforced concrete structures, a masonry block operations center, mechanical process equipment, valves and piping, and 480-volt power system. • Chief Engineer in responsible charge of field construction management services for a variety of multi-million dollar water and wastewater projects (prior to joining HYA), including: — Expansion of the Luis Rey Wastewater Treatment Plant, City of Oceanside. — Regional Wastewater Treatment Plant, Lake Elsinore Municipal Water District. — Bueno No. 10 pressure reducing and disinfection station that takes off high pressure Tri-Agency Pipeline of the San Diego County Water Authority. • — Raw Sewage Pump Station No. 2, Oceanside INS it/V1,78fJVVDA Mfg VVY& W VesomeslAsticraft2 dadI8-Nov-99%SDG 4 • MOFFATT & NICHOL ENGINEERS CHIMIN CHIAN Coastal Engineer EDUCATION MS & CE, Civil & Environmental Engineering, MIT, 1993 BS, Marine Engineering, Shangai Maritime Institute, China, 1977 MS, Ocean Engineering, University of Hawaii, 1989 PROFESSIONAL REGISTRATION Registered Environmental Assessor(REA), California EPA, 1996 Registration No.: REA-06555 EXPERIENCE Mr. Chian joined Moffatt &Nichol Engineers in 1993 and has since participated in a wide range of coastal and environmental engineering projects including reconnaissance study of coastal watershed contamination, coastal stabilization analysis, feasibility study of dredging and disposal of contaminated materials, harbor response analyses, design of shallow water habitats,tidal hydraulics and water quality studies, and coastal storm damage analyses. Prior to joining Moffatt&Nichol Engineers, Mr. Chian had participated in a variety of research projects in coastal, oceanographic and environmental engineering at MIT, and conducted a dredging/disposal study for the Commonwealth of Massachusetts. REPRESENTATIVE PROJECTS • Los Angeles River Watershed, Los Angeles, California Conducted study and prepared report fr the U.S. Army Corps of Engineers, Los Angeles Distirct, on conditions of the Los Angeles River Estuary and Watershed. The study involved analysis and determination of existing channel shoaling rates and patterns, watershed sediment production and coastal yield, dredgeability and disposability of estuary deposits, estuary flow and sedimentation conditions using RMA2/SED2D models, traffic conditions, and channel alignment, configuration and advance maintenance alternatives based on costs and potential local impacts. Los Angeles International Airport, Los Angeles, Calfironia Performed study and prepared report on sediment budget,transport and shoreline evolution along the Santa Monica Bay coast and the potential shoreline impacts of expanding the airport runways into the ocean. The study involved analysis and determination of current patterns and water quality parameter distributions in Santa Monica Bay using the RMA2 and RMA4 models. Port of Los Angeles Batiquitos Lagoon, Carlsbad, California Conducted study for the Port of Los Angeles on the post-construction circualtion patterns and water levels in Batiquitos Lagoon as part of the Batiquitos Lagoon Restoration Project. The study involved numerical modeling and analysis of lagoon tidal hydraulics using the RMA2 model. Laguna Canyon Channel, Laguna Beach, California Performed channel and coastal hydraulic analyses and provided conceptual design for a storm drain ocean outlet scour protection system. The study involved beach behavior analysis, scour potential analysis for storm flows and extreme waves, rock sizing, and outlet alternative development. , ti Los Angeles Harbor Channel, Los Angeles, California • Conducted special studies and prepared reports on potential impacts of the channel deepening project. The studies involved analyses and impact assessment of the existing and post-project conditions of surge, tsunami effects, channel navigability safety in support of LARD Environmental Management Division EIR. MOFFATT & NICHOL ENGINEERS CHIMIN CHIAN • Coastal Engineer Page 2 Wave Agitation Study, Santa Barbara, California _ Studied wave agitation in Santa Barbara Harbor for the City of Santa Barbara Santa Barbara Harbor- :.; Marina One Expansion project. The study involved finite element modeling of harbor oscillation under both extreme storm wave conditions and operational wave conditions using the HARBD model, and evaluation of hydrodynamic loads on marina structures. Queensway Bay, Long Beach, California Performed wave climate and harbor oscillation analyses and modeling for the City of Long Beach Queensway Bay harbor development project. The study involved finite element modeling of wave penetration/oscillation in entire Queensway Bay including the project harbor using the HARBD model for both storm waves and long waves. Harbor responses and surging velocities at project berthing areas were obtained and analyzed, which provided design basis for project harbor structures. Pier J Breakwater, Port of Long Beach, California Conducted wave climate and breakwater design optimization studies and co-prepared design basis report for Port of Long Beach for the design and construction of the Pier J breakwater. Wetlands Restoration, Bolsa Chica, California Studied, and prepared report on, potential impacts of elevated bacterial levels associated with proposed inlet plans on beach water-contact recreational use for the Bolsa Chica Wetlands Restoration Project (E[R/E[S). The study involved bacteriological data reduction, fate and transport modeling and statistical compliance analysis for existing and future conditions at the Balsa Chica coast as compared to conditions at the.Gabriel River mouth and the coasts of Seal Beach and Surfside/Sunset Beach. • Mitigation Measure, North Island Naval Air Station, California Conducted assessment and prepared report for the Naval Facilities Engineering Command, U.S.Navy, on the stability of a proposed shallow water habitat at the North Island Naval Air Station as a mitigation measure for channel maintenance dredging. Marina del ReylBallona Creek Watershed, California Performed reconnaissance study and prepared report for the U.S. Army Corps of Engineers, Los Angeles District on contamination of Marina del Rey Harbor and water quality/sediment contamination in Ballona Creek Watershed. The study involved analyses of contaminant hydrology/hydraulics, urban stormwater runoff quality, sedimentation and sediment quality, and coastal processes. Contaminated sediment management measures including capping, containment, habitat and wetland creation,geocontainment, chemical/biological treatment and landfill options were developed, based on which contaminated sediment management plans were formulated and presented to a multi-agency task force. Pebble Beach Golf Links, Pebble Beach, California Performed analyses of coastal conditions and prepared a coastal analysis report for the coastal bluff stabilization and erosion control project at the PBGL. The study involved analyses on major aspects of environmental exposure of the bluff coastline, which provided a basis for assessing coastal stabilization and erosion control alternatives. Small Craft Berthing Basin, Port Hueneme, California Performed a study on wave climate, harbor response and structural loads for the Navy small craft berthing basin at Port Hueneme including analyses on wave statistics, wave transformation, basin response, wave runup/overtopping and design dock loads. MOFFATT & NICHOL ENGINEERS CHIMIN CHIAN Coastal Engineer Page 3 Capped Contaminated Dredged material Disposal, Santa Monica Bay, California Conducted feasibility study and preliminary design of capped contaminated dredged material disposal site in Santa Monica Bay. Prepared report covering oceanography, sedimentation, pollutant disposal, water quality impacts, site selection and design, dredging and disposal, chemical testing procedure, legal framework, cost estimate, and operations scheduling. Wetlands Restoration, Bolsa Chica, California Assisted in tidal hydraulics and water quality studies for the Bolsa Chica Wetlands Restoration Project. Coastal Engineering, Oceanside, California Participated in beach erosion, storm wave runup, and coastal inundation analyses. Performed.storm damage cost estimation for the site. Shallow Water Habitats, Los Angeles/Long Beach, California Provided viability assessments for constructing shallow water habitats as dredging mitigation measures for the Ports of Los Angeles and LongI Beach. Boston Lightship, Massachusetts Bay, Massachusetts Prepared feasibility study and impact assessment of open-water disposal and capping of contaminated dredged material at the Boston Lightship site in Massachusetts Bay providing technical criteria for reviewing federal permitting actions. = • MEMBERSHIPS American Society of Civil Engineers American Water Resources Association Sigma XI, National Scientific Research Honorary Society PUBLICATIONS Chian, C. and Mei, C.C., "Effects of Coastal Topography on the Dispersion of Heavy Particles in Weak Tides,"Journal of Physical Oceanography(to appear). Mei, C.C. and Chian, C., "Dispersion of Small Suspended Particles in a Wave Boundary Laver," Journal of Physical Oceanography , Vol.24 (12), 2479-2495. Chian, C. and Pederson, J., "Open-Water Disposal and Capping of Contaminated Dredged Material at the Boston Lightship Site,"Tech. Rept., Massachusetts Coastal Zone Management, 1993. Mei, C.C. and Chian, C., "Dispersion of Heavy Suspensions in Wave Boundary Layers," Proc. 23 rd Int. Conf. on Coast. Eng., Venice, Italy, 1992, Vol. 3 pp 3189. Chian, C. and Ertekin, R.C., "Diffraction of Solitary Waves by Submerged Horizontal Cylinders,"Wave Motion, Vol. 15, 1992, pp 121-142. Chian, C. and Gerritsen, F., "Dynamic Stability ofArmor Units,"Proc. 22nd Int. Conf. on Coast. Eng., Delft, The Netherlands, 1990, Vol 2, pp 1270. Ertekin, R.C. and Chian, C., "Numerical Solution of Some Solitary-Wave and Submerged- Obstacle Interaction Problems,"Proc. 9th Int. Conf, on Offshore Mech. and Arctic Eng., Houston, Texas, 1990, Vol. 1-A, pp 255-262.94 Francesca C.Demgen Senior Project Scientist AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE . • Wetlands Treatment Ms. Demgen has been a biologist since 1976 specializing in • Wetlands Mitigation wastewater wetlands, wetland mitigation, water quality field research, wetland designs, and feasibility studies. At URS • Water Quality Greiner Woodward Clyde she has been involved in the • Wetland Impact Hayward Marsh Evaluation, the Alameda County Urban Analysis Runoff Clean Water Program, and the Peyton Slough wetland study. These projects concern wastewater wetlands, EDUCATION stormwater wetlands, and wetlands enhancement. Representative projects include: Washington State .University: M.S., manager anager for the Hamilton Army Airfield Wetland Environmental Science, Restoration Project. Developed conceptual restoration 1976- plan for 9I4 acres of tidal and seasonal wetland, comparing use of dredged material with natural Colby College, Maine: sedimentation processes. Worked with large advisory B.A.;Biology, 1973 group to refine plan. PROFESSIONAL • Project Manager for the Oliver Brothers Wetland HISTORY Enhancement Project. Evaluated existing biological and hydrologic conditions and developed an enhancement plan URS Greiner Woodward for 4 adjacent wetlands. Plan integrates endangered Clyde, Project Scientist, species habitat enhancement with protection and • 1990=date interpretation of cultural resource values and public access. Demgen Aquatic Biology, Developed plan in consultation with interagency task 1979-1990 force. Mt. View Sanitary District, • Assisted the FAA and the Port of Oakland with the 1976-1979, Wetland interpretation of wetland boundaries and preparation of an Biologist, Water Quality Historic Section 10 permit application to the U.S. Army Chemist Corps of Engineers • Performed Habitat Surveys and participated in fishery AFFILIATIONS resources on 6 Oakland creeks. Evaluated canopy cover, Society of Wetland substrate, aquatic invertebrates and water quality on over 5 Scientists miles of creeks and assisted with fishery sampling using Society for Ecological electrofishing. Restoration • Project manager for wetland treatment/detention basin for Aquatic Habitat Institute, stormwater runoff from a 25-acre parking lot, developed Board Member 1982-1990 design and secured permits. Save San Francisco Bay • Project manager for the Hayward Marsh, 145-acre Association, Board wastewater wetland, metal research study. The study Member 1985-1986 includes analysis of samples of water, sediment, plants, fish, and bird eggs for 10 metals. Prepared a wetland San Francisco Bay Institute revegetation plan for habitat enhancement and nitrification- dentrification. Provided emergent vegetation planting UNS Greiner Waadward Clyde S 4obin4demgen 001 doc111-Jan•99:aAK 1 Francesca 0.oemgen Senior Project Scientist • plans and construction oversight on a project designed to enhance ammonia removal in the wetland. Modeling metal concentrations based upon changing hydrology and vegetation coverage to predict potential impacts to biota. • Prepared wetland mitigation feasibility analysis for San Francisco Airport Runway Reconfiguration Project, mapping potential mitigation sites for more than 1000 acres of bay fill. • Prepared biological sections of an Environmental Impact Study for the expansion of the Port of Le Havre France, evaluated potential wetland mitigation sites and conceptual designs. • Designed and contributed all the biological criteria for the expansion of the Mt. View Sanitary District wastewater wetlands creation expansion to 20 acres for habitat enhancement. Researched the biological communities, physical conditions and chemical properties within the 20- acre wetland. Wrote vegetation management plans, mosquito larval control plans, botulism prevention plans . and wetland operation guidelines. • Wrote the biological sections of the operations and maintenance manual and contributed to the design for the 20-acre wastewater wetland for Las Gallinas Valley Sanitary District. Continue to conduct semi-annual monitoring on the biological conditions within the wetland. These reports began in January 1986, and include vegetation mapping, vegetation transect analysis, observations of aquatic invertebrates, birds, fish, and analyses of water quality data results. • Provided biological input on the design of a 30-acre wastewater wetland for the City of Arcata and vegetation design input to the City of Cannon Beach wastewater wetland for advanced secondary treatment. • Completed feasibility studies for wastewater disposal/reuse in created wetlands for the following; the City of Palo Alto's flood control basin and antenna farm; the community of Roseville; the feasibility of converting an oxidation pond to a treatment wetland for the City of Ukiah; the feasibility of disposing of treated Pffluent in a created wetland adjacent to Bataquitos Lagoon, for Luecadia County Water District. participated in the reuse and disposal fr r �/ �j/pJ,�/ feasibility study for Carson City. - URSGreiner"bo�•"Mde 5'lobin%demgen.001.doc111•Jan•SV-.0AK 2 Francesca C.Damon: Senior Project Scientist • Biological design of a 19-acre freshwater wetland and a • 3.5-acre tidal wetland located along the Napa River in American Canyon. Developed a vegetation planting program, target flora and fauna species, and a monitoring progran-L Monitored the site monthly for 3 years. The wetland serves as mitigation for the expansion of the Vallejo City Marina and Marine World. • Evaluation and conceptual restoration plan for a tidal pickleweed marsh on the Richmond shoreline. Evaluation of potential sediment contamination and vegetative comparison with a control site. • Developed maintenance and operation guidance manual to improve water quality in flood control channels. • Conducted wetland evaluation at Hamilton Army Airfield for chemicals of concern in seasonal and tidal wetlands. Sampling soils, fisheries and invertebrates, monitoring special status species. Conducted contaminant distribution assessment of 100-acre tidal wetland in San Pablo Bay. Sampled and analyzed sediment at multiple depths and plant tissues for metals and organics. • b ' • Task leader"for two years of DUST Marsh field work researching the concentrations of lead, zinc, and copper in sediments and vegetation of a creek marsh system which receives urban runoff. • Conducted vegetated channels study comparing copper, lead;and zinc concentrations in 4 flood control channels. Estimated metal mass removal potential from dredging. Differentiated enriched and soil lattice metal contributions to sediment metal load. • Project manager of study of soil/water/salt relationships which determine plant species distribution in the brackish Peyton slough wetlands system. Modeled hydrologic scenarios to predict plant community response. • Task leader for conducting evaluations of nearly 200 acres of salt marsh in Palo Alto. Evaluated conversion from tidal salt marsh to brackish marsh using global positioning system generated mapping on a 46 acre site adjacent to the discharge channel of the Regional Water Quality Control Plant. Evaluated health of the muted tidal 150 acre Renzel salt marsh using measurements of cover, height and • biomass. Reports submitted to the RWQCB to satisfy NPDES permitting requirements. URS Greiner Woodward Clyde S:JaGin'dsmgan 001.d0611-Jan-99'AAK 3 Francesca C.Demgen Senior Project Scientist • Task leader for the riparian/wetlands impact assessment on the Littlerock Dam and Reservoir Restoration Project EIS, the U.S. Army Corps Section 404 permit and the California Department of Fish and Game Stream Alteration Agreement application. • Wrote biological portions of the operations and maintenance manual for a 390-acre wastewater wetland in the Carson Valley, Nevada. Gave input into the vegetative design of the wetland. Assisted with public education during project feasibility stages. • An analysis of 18 mitigation sites associated with the San Francisco Bay Conservation and Development Commission permits granted since 1973. These sites were located around San Francisco Bay from Suisun Marsh to Alviso. Examined biological, physical, and hydrological characteristics at each site and thoroughly analyzed whether the project met its permit conditions. • Conducted a 1-year research study on Peyton Slough, Hastings Slough and Grayson Creek comparing water • quality, fisheries.and benthic invertebrates. Peyton Slough receives wastewater wetland effluent and the other two sloughs were controls. • Monitoring monthly bird usage on high and low tide cycles and semi-annual vegetation transect analysis on a brackish water mitigation site on the Napa River for 3 years. • Wetlands delineation and analysis using the U.S. Fish and Wildlife Service Wetland Classification System was applied to the Crane Valley hydroelectric system wetlands, in the Sierra foothills. • Provided biological input to the design of a 60-acre multiple habitat type wetland using seasonal rain water and runoff for the City of Eureka. • Project Manager and lead investigator for the Alviso Ring Levee Mitigation and Restoration Project for the City of San Jose's salt marsh creation and enhancement project. The plan was written in compliance with a Consent Decree. Permits obtained include: Clean Water Act Section 401 and 404 permits from the RWQCB and the • U.S. Corps of Engineers, respectively, and a Section 1601/1603 Stream Alteration Agreement with the California Department of Fish and Game and Section 7 URS Greiner Woodward Clyde s'.rohm:demgen 001.doc11]•Jan-991.OAK 4 Francesca C.Bem9en Senior Project Scientist consultation with the US Fish and Wildlife Service for • impacts to the Salt Marsh Harvest Mouse. Plans and specifications were prepared and construction is scheduled for fall 1996. • Conducted water quality problem solving on the City of •� Orland's oxidation pond and Lake Tyson. Ms. Demgen was a peer reviewer for the National Science Foundation's wastewater wetlands projects proposals in 1980, 1981, 1983, and 1984. YIS 6rjher IIoodmrdClyde 8.V&inW*mgen001.doellWan•9940AK 5 Francesca C.©emgen Senior Project Scientist Ms. Demgen has had numerous technical papers published as PUBLICATIONS g P F well as speaking engagements nationwide at symposia and workshops. PUBLICATIONS LIST Demgen, F.C. Monitoring Metals and Biota at Hayward Marsh to Meet Expanded NPDES Requirements. IN Proceedings of the Society of Wetland Scientists - Western Chapter. 1994 Western Wetlands Conference. In press. Demgen, F.C. Copper, Lead, and Zinc Concentrations in the Sediments, Water and Plants of the Crandall Creek-DUST Marsh SysterrL IN Proceedings of the Society of Wetland Scientists - Western Chapter. D.M. Kent, Editor. 1993 Western Wetlands Conference. In Press. Demgen, F. and S. Vastano. Copper, lead, and zinc in sediment and vegetation of an urban creek and marsh treatment system. Presentation at Intecol's IV International Wetlands Conference. Columbus, Ohio. 1992. Demgen, Francesca. Successful Use of Treated Sewage for • Wetland Habitat. California Waterfront.Age. Spring 1989, pp. 8-15. Demgen, F.C. Creating Wetland Habitat Using Secondary Treated Effluent. IN Proceedings of the Wetlands for Wastewater Treatment and Resource Enhancement Conference,Arcata, CA. G.H. Allen and R.A. Gearheart Editors. 1988. Demgen, F.C. A Review of 18 Wetland Mitigation Sites in the San Francisco Bay Region. IN Proceedings of the Wetlands '88 Urban Wetlands and Riparian Habitat Symposium. Oakland, CA. June 1988. Demgen, Francesca C. and Robert Coats. Analysis of 18 Wetland Mitigation Sites. For: The Bay Conservation and Development Commission. I987. Hagar, J. and F. Demgen. Biological assessment of the Mt. View Sanitary District Wetlands Enhancement Program. 1987. Citizens'Report on the Diked Historic Baylands of San Francisco Bay. Prepared by the Bay Institute of San Francisco. Francesca Demgen, Contributing author of four • sections. 1987. Demgen, Francesca C. Review of"A Method for Wetland Functional Assessment Volumes 1 and 2 by Paul R. Adamus URS Greiner Woodward Mde S?r0hinWem99n001docNIWan-"QAK 6 Francesca C.Demgen Senior Project Scientist and L.T. Stockwell with regard to its applicability to Pacific • Coast Wetlands concerning water quality. IN Proceedings of Pacific Regional Wetland Functions workshop, April 1985. Sponsored by the National Wetlands Technical Council. ' Demgen, Francesca C. An Overview of Four New Wastewater Wetlands Projects. IN Proceedings of the Water Reuse Symposium III, Future of Water Reuse, San Diego 1984. Sponsored by the American Water Works Assoc. Hyde, Henry C., Roanne S. Ross, and Francesca Demgen. Technology Assessment of Wetlands for Municipal Wastewater Treatment. EPA-600/2-84-154. September 1984. NTIS publication PB85-106896. Demgen, Francesca C. Enhancing Catifornia's Wetland Resource - Using Treated Effluent. Report to the California Coastal Conservancy. September 1981. Demgen, Francesca C. Wetlands Creation for Habitat and Treatment - at Mt. View Sanitary District. CA. IN ' Proceedings of the Seminar on Aquaculture Systems for Wastewater Treatment. Davis, CA, September 1979. Demgen, Francesca C. and J. Warren Nute. Wetlands Creation using Secondary Treated Wastewater. In Proceed-ings of Water Reuse Symposium 1. Washington D.C. March 1979. Sponsored by the American Water Works Assoc. Demgen, Francesca C. "Treated Wastewater for Wildlife." Outdoor California. March 1979. Demgen, Francesca C. Biological Monograph: Containing supplementary biological data of the Mt. View Sanitary District Wetlands system as related to literature search findings. October 1989. Demgen, Francesca C. and J. Warren Nute. Wetlands Enhancement Using Secondary Effluent. IN Proceedings of National Conference on Environmental Engineering. Kansas City, July 1978. Demgen, Francesca C. "The Ducks Like Us." Journal of the California Water Pollution Control Association. January 1978. Demgen, Francesca C. and Barbara Blubaugh. Mt. View Sanitary District Marsh Enhancement Pilot Program Progress Report No. 3. June 1977. • URS Greiner Woodward Clyde S:UcbinWomgen aoi-doc11 i•Jan-991OAK 7 Allen L de Stelouer Project Director • AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • Water Quality Mr. de Steiguer has 30 years of experience in the planning, Planning design, value engineering and construction administration of • Wastewater Treatment civil and sanitary engineering projects. These projects include stormwater and water quality planning for lakes and rivers, • Sanitary Engineering lagoon and mechanical wastewater treatment plants, mechanical and sanitary engineering design of pumping EDUCATION stations, pipelines, and disinfection facilities. Georgia Tech: M.S., In the past fifteen years, Mr. de Steiguer has managed projects Sanitary Engineering, 1976 totaling over $150M in the United States, Canada,-Colombia Texas A & M University: and Taiwan. Typical management duties have included M.S., Civil Engineering, technical supervision of large project teams of six to twelve 1969 separate firms, preparation of contracts for both consulting and construction, quality control, value engineering, daily Virginia Military Institute, financial and resource project direction and tracking, financial B.S.C.E., Civil planning and reporting for the projects to the clients and Engineering, 1967 owners, assisting owners in meeting project budgets, preparing project reports and budgets for owners' internal REGISTRATION needs, and briefing owners' elected officials. Civil Engineer: Throughout his career, Mr. de Steiguer has taken on unusual Washington, Alaska, assignments in planning, design, and construction. Projects North Dakota have included construction of large water siphons in wilderness areas of Alaska; design of low technology sewage PROFESSIONAL treatment plants in Colombia, South America; lake restoration HISTORY using water treatment technology; large floating water URS Greiner pumping stations; and water reclamation plants. Woodward Clyde, Project Mr. de Steiguer is a Diplomate of the American Academy of Director, Environmental Engineers. 1996 to present KCM, Senior Project Managerial Experience Manager, 1994-1996 • Public Works. Mr. de Steiguer was a civil engineering Camp Dresser & McKee manager for the U.S. Air Force for six years, 1969-1974. Inc., Associate, During two assignments, in Florida and the United 1989-1994 Kingdom, he directed the activities of 20-30 technical personnel and tradesmen in maintenance and repair of Howard, Needles, U.S. government facilities, and conceived, designed, and Tammen & Bergendoff, managed capital improvements projects worth several Environmental Manager, million dollars. 1985-1989 • Private Practice. Mr. de Steiguer has served in a variety Brown and Caldwell, of managerial roles as a consulting engineer in private Sanitary Engineer,• practice with five firms over an 24-year period. At Brown 19?8-1985 and Caldwell k1978-1985), he was responsible for business development of stormwater and wastewater &s I*Dftwdcob SAROBIN-CEST-EGUEA-DOC%iS-AUG-W-:CODE 1 } Allen L de Stelguer Project Director • South Everett Stormwater Planning Study, City of Everett, i Washington. Project manager for a comprehensive planning study for water quality improvements in 30,000 acres of urban, suburban, and rural land in the Puget Sound Region of Washington State, tributary to Puget Sound and Lake.Washington. • Thornton/Pipers Creeks Stormwater Management Plans, City of Seattle, Washington. Project engineer for modeling, planning, and costing for capital improvement plans for reducing runoff, siltation, and erosion and enhancing anadromous fish runs in two urban streams in Seattle. • Chester Creek Pumping Station/Forcemain Project, Anchorage Water/Wastewater Utility, Anchorage, Alaska. Project manager for a pumping station and pipeline project, which included environmental impact analysis of the project's impact on a sensitive beach and water course, as well as design of wildlife nesting areas as part of the project's mitigation of impacts. • Secondary Treatment Facilities Plan, Seattle Metro, Seattle, Washington. Project team member for planning • evaluation and site layout alternatives for 169 treatment plant arrangements for five potential locations throughout the Seattle area. • Composted Biosolids Program Review, Seattle Metro, Seattle, Washington. Provided assistance to Seattle Metro in technical review of proposals from three biosolids composting companies to accept and compost 25,000 wet tons of biosolids annually from Seattle Metro's two major treatment plants. • New Technologies Assessment Program, Seattle Metro, Seattle, Washington. Project manager for technical assessment of six emerging wastewater technologies for this regional agency. Environmental Quality Enhancement .• LongfelIow Creek Habitat Improvement Project, Seattle Public Utilities, Seattle, Washington. Project manager for fast-track design for restoration of 3,000 feet of an urban stream to improve fish passage for salmonid species. Work included in-stream structures, public access amenities, art and habit features. Project was a highlight M of the Mayor of Seattle's Millennium Project. M Archw HkedWaMC SAROBINTESTFMER_DOOM-A11G95•COOE 3 Allen L.de 5telguer Project Director • Wastewater/Reclamation And Reuse • Seattle Metro Water Recycling Project, Seattle Metro and Seattle Water Department, Washington. Project engineer/ manager for design and construction of a $1.2M, 0.75-mgd water reclamation plant for Seattle Metro. • Reuse Facilities Plan, Seattle Metro, Seattle, Washington. Provided conceptual plan, marketing analysis, and survey and cost analysis for assessment of the market and costs for distribution of reclaimed wastewater for nonpotable uses in the Metro service area of King County, Washington. • Union Sanitary District Master Plan, Oakland, California. Project leader for analysis of conveyance and treatment system alternatives for 50-mgd reclaimed water system consisting of five major pumping stations, forty miles of force mains, and two treatment plants. • Reclaimed Water Regulations, Department of Health, State of Washington. Project manager for preparation of interim guidelines and new state regulations for the use of • reclaimed wastewater for nonpotable uses. Wastewater/Reclamation Treatment Plants • West Point Wastewater Treatment Plant Solids Processing Modifications, King County Department of Natural Resources, Seattle, Washington. Technical lead for modifications of the solids processing system for a 133-mgd wastewater treatment plant. The work included design for relocation of high solids centrifuges and modifications of plant piping to allow isolation of a digester for a recuperative thickening demonstration project. • Wastewater Treatment Plant Design, Gobierno de Sabana de Bogota, Colombia, South America. Project engineer for design of facultative, aerobic, and anaerobic lagoon systems using water plants and minimum levels of technology for seven towns in the Sabana de Bogota region, ranging from 3,000 to 32,000 in population. Designs concentrated on low technology and low maintenance operations. Technologies included use of facultative/anaerobic ponds with water hyacinths for • wastewater treatment. Contract drawings and specifications were prepared in Spanish by and under Mr. de Steiguer's direction. IIRS&6Inffwow"rdC&* S AOBIfr.DESTEIGUER.DOC,16•AUG•94%CODE 4 Allen L de Stelguer Project Director • Stanwood Wastewater Treatment Plant, City of Stanwood, . Washington. Project engineer for improvements to headworks and aeration-basins for an aerated 1-mgd lagoon treatment plant. _ • Snoqualmie Wastewater Treatment Plant, Snoqualmie, Washington. Project engineer for design of headworks and site pumping stations for a 10-mgd activated sludge treatment plant. • Othello Wastewater Treatment Plant, City of Othello, Washington. Project engineer for design of a 3.5-mgd facultative lagoon with recirculation and two-stage polishing, chlorine disinfection, and dechlorination provisions. • Goldendale Wastewater Treatment Plant, City of Goldendale, Washington. Project engineer for design of facultative, recirculating lagoon wastewater treatment : plant of 5.0-mgd capacity. • Renton Wastewater Treatment Plant and West Point Wastewater Treatment Plant, Seattle Metro, Seattle, Washington. Project Manager for studies to determine • best way to achieve Class A (pathogen free) wastewater sludge quality meeting new federal regulations. Investigations included a thorough review of sludge practices at Metro's two major treatment plants, a creative workshop involving 20 Metro staff and sludge experts from the U.S. and U.K., and an economical and technical evaluation of sludge composting proposals by private companies. • Renton Wastewater Treatment Plant, Phase II, Seattle Metro, Seattle, Washington. Project team member responsible for hydraulics predesign of expansions to secondary aeration and sedimentation tanks. Water Treatment Plants • Judy Reservoir Modifications, Skagit County PUD, Mount Vernon, Washington. Technical lead for design of raw water intakes and alternative drain lines for the PUD's main reservoir. • Green Lake Water Treatment Plant, Seattle Parks Department, Seattle, Washington. Project manager for process evaluation and predesign of a 3-mgd direct • filtration plant to provide phosphorus removal to 5 micrograms/liter as part of a lake rehabilitation project. . MNavMw ftedWaPd C4* S:%ROBIN,DESTEIGUER.D=16-AUG•99.CODE 5 Allen LdoStelguer Project Director • Work included pilot plant, process evaluation, siting, predesign, EIA, and permitting evaluation for the plant. • Sitka Water Treatment Plant Evaluation, City of Sitka, Alaska. Evaluation of the 30-mgd rapid sand filtration plant at the Sitka Pulp Co. mill for potential conversion to a municipal water treatment plant. • Ketchikan Water Treatment Plant Evaluation, Louisiana Pulp Co., Ketchikan, Alaska. Evaluation'of existing 30-mgd rapid sand filtration plant for improvements in filter backwash system and controls. Pumping Stations • Upper Pony Creek Reservoir Improvements, Coos Bay North Bend Water Board, Oregon. Design of 1 lcfs water pumping station and transmission main for raw water transmission. • North Creek Diversion Project, Seattle Metro (King County), Washington. Project design leader for a 36-mgd sewage pumping station and 5 miles of twin large diameter force mains. a Sapperton Pumping Station Upgrade, Greater Vancouver Regional District, Vancouver, British Columbia, Canada. Project manager for Canadian-based team to upgrade GVRD's largest sewage pumping station with addition of one 55-mgd high head sewage pump, valves, controls and Piping. • York Pumping Station, Seattle Metro, Seattle, Washington. Project manager/lead designer for 68-mgd, 200-ft head sewage pumping station. • Sunset and Heathfield Pumping Stations, Seattle Metro, Seattle, Washington. Project engineer for modification of two existing 5-mgd pumping stations in series (300-ft total head) to add pumps. • Everett Homeport Sewage System, U.S. Navy, Everett, Washington. Project manager for design of unique sewage pumping station (5-mgd, 160-ft head) for a new U.S. Navy base. The main base station includes variable speed drives, dual wetwells and associated 1-mile force main. The station serves daily base and provides a storage tank for periodic discharges of saltwater sewage from • aircraft carriers. The pile-supported station features an aeration system for mixing and maintaining aerobic conditions and a chlorine injection system for hydrogen sulfide control. `&ehwr Vsb C& S?.R013NDESTEUUER.COC116-AUG-99%COOE 6 Allen L de Stelguer Project Director Pipelines • Lake Perseverance Siphon, Louisiana Pulp Co., Ketchikan, Alaska. Design and field construction of a 2,000 foot 24-inch diameter high density polyethylene .-pipe siphon. The pipeline was conceived, designed and constructed in a four-week period, including coordination with U.S. Forest Service, on whose land the project was constructed. The pipeline was unique in that it was constructed on the surface of a creekbed and in a pristine ` lake in a manner that would have minimal impact on the environment and so that it could be removed after its temporary use. All material, equipment and personnel were delivered to the site by air. The pipeline delivered 20-mgd of process water to the pulp mill during an unusual drought in Ketchikan. • Eklutna Water Supply Project, Pipeline P-2, Anchorage Water/Wastewater Utility, Anchorage, Alaska. Project engineer for design of 8 miles of 54-inch diameter pipeline and valve vaults for the 70-mgd Eklutna Water Project in Anchorage, Alaska. • South Mercer Island Force Main Analysis, Seattle Metro, i Seattle Washington. Project manager for forensic review of pipeline failure, and analysis and evaluation of alternatives for future new pipelines. Work focused on application of reliability engineering principles to conceive and select viable alternatives to obviate future failures. • York Force Mains, Seattle Metro, Seattle, Washington. Project manager for facility plan, EIS, and design of two miles of 30-inch and 48-inch twin sewage force mains to serve the York Pumping Station. • North Creek Diversion Project, Seattle, Washington. Project team leader for twin 30-inch, 24,000-foot sewage force mains including river crossings and railroad jacked sections. • Chester Creek Force Main, Anchorage Water/Wastewater Utility, Alaska. Project engineer for design of 1.5 miles of 42-inch sewage force main of ductile iron pipe to replace a failing 30-inch concrete cylinder pipe. Work included forensic evaluation of pipe failure (combination of water hammer, installation and corrosion), route selection and negotiation, design of pipe, and supports along a route on a beach and creels estuary. WX&finer MadwandC&* 5 SROR OF:STEIcuER DC016-auGB9'CODE 7 Allen L de Srelguer Project Director • • Eastgate Trunk Sewer, Seattle Metro, Bellevue, Washington. Project engineer for design of 3 miles of 42/48-inch gravity pipelines, a 78-inch tunnel bore adjacent to a closed landfill and pile-supported beam pipe through a peat bog. • Cascade Siphon Replacement Project, Seattle Metro, Renton, Washington. Planning, design, and permit coordination for the replacement of an inverted siphon under the Cedar River with a new, long-span pipe bridge. The unique pipe bridge, consisting of an over/under tube and plate design has a 200-foot span 30 feet above the Cedar River, and is supported on three auger-cast pile structures. • Capital Campus Water System Replacement, State of Washington, Olympia, Washington. Design of a new water distribution system located in service tunnels, for the central campus of the State of Washington Capitol in Olympia. • Hydraulic Transient Analysis, Milwaukee Deep Tunnel System, Milwaukee, Wisconsin. Hydraulic transient ^ • analysis to determine causes of severe reverse rotation on three 2,500 hp stormwater pumps used to empty a combined sewer overflow storage tunnel, 350 feet below street level. • Hydraulic Transient Analysis, various clients, Washington and Canada. Hydraulic transient analyses for design and evaluation of several sewage force mains and associated pumping stations in Washington and Canada. • Odor and Corrosion Control Studies and Design, various clients, Washington and Alaska. Study and design of eighteen odor control and corrosion control systems for several sewage pumping stations, force mains, and gravity pipelines of concrete, composite, and ductile iron pipe in Washington and Alaska. • Sewage Flow Monitoring Network, Greater Vancouver Regional District, Vancouver, B.C., Canada. Technical assistance and selection of equipment for the initial four sites of sixty for permanent flow monitoring in large diameter sewers. Sites included the major interceptors entering Vancouver's Annacis Island Wastewater Treatment Plant; work included an extensive survey of • other major flow monitor equipment throughout North America, a workshop to assist the client in equipment selection, hydraulic analysis of flow data and the sewerage, and selection and specification of equipment. �5`&vhw ModwardPl * S:IFIOBIN'dE5TE1GC;EA.00C%lG.AUG-99%COOE 8 Allen L de Steiguer ,o Project Director Solid Waste Projects • • Solid Waste Baling Facility, City of Bismarck, North Dakota. Project manager and design leader for planning f F and design of a 300-ton/day solid waste baling facility for the City of Bismarck. Project includes landfill planning for bale-filling, permitting, siting, predesign, financial analysis and detailed design of a 30,000 sf building, and associated equipment to convert solid waste operations from bulk fill to a bale-fill. • Landfill Closure, Ketchikan Pulp Company, Thorne Bay, Alaska. Project design leader and engineer-in-charge for closure of a combined municipal solid waste and woodwaste landfill covering 44 acres in Thorne Bay, Prince of Wales Island. The design-build project included hazardous materials handling, final cover, gas collection, leachate collection and surface water control conveyance systems, and wetland leachate stabilization. • Landfill Closure, Ketchikan Pulp Company, Ward Cove, Ketchikan, Alaska. Design leader and engineer-in-charge for closure of a woodwaste, boiler ash and fly ash landfill. • Work included management of design-build plans, as- built plans and post closure certification for cover, leachate and gas collection and leachate treatment for a 20-acre site, as well as design of a leachate treatment system using aeration and constructed wetlands. • Landfill Closure and Surface Use Design, City of Burlingame, California. Performed landfill closure for a municipal solid waste landfill near San Francisco. This final closure design for a previously partially closed 50- acre municipal solid waste landfill included cover design for multiple surface. • Keller Canyon Landfill New Cell Design, confidential client, Pittsburg, California. Design leader for fast-track design for 65-acre municipal refuse cell expansion in a canyon. • Homeport Methane Remediation Project, U.S. Navy, Everett, Washington. Project engineer for coordination of geotechnical evaluation, review of data, compilation of remediation alternatives and design of methane collection system as part of site development for a new U.S. Navy Homeport base. • dreb HkoftardCb* S:IROBIMDESTF_GUER-DOCN6-AUG-99':CODS 9 Allen L de Steiguer Project Director • Value Engineering 9 g • Alki WWTP Stormwater Conversion Value Engineering Seattle, Washington. Team member at predesign stage for conversion of the Alki treatment plant from secondary wastewater treatment to stormwater treatment with low flow transfer. -Project includes 2-mile tunnel, force mains, and gravity sewerage. • University Regulator CSO VE Project, Seattle, Washington. Value engineering team member for a $15 million project to separate stormwater from an urban lake and a combined sewer, and convey it to a new outfall. • Martinez Pumping Station Upgrades Value Engineering,. Contra Costa County, California. Team member for analysis of plans to.upgrade and replace two 10-mgd wastewater pumping stations for an area in the San Francisco Bay Area. • Point Loma Wastewater Treatment Plant Value Engineering, Metropolitan Wastewater Department, San _ Diego, California. Value engineering team member for • analysis of headworks, grit removal and odor control for a 100-mgd advanced primary wastewater treatment plant at Point Loma. Aquariums • Construction and Design, National Marine Museum of Biology and Aquarium, Kaoshiung, Taiwan, ROC. Project assistant manager for coordination of construction detailing and exhibit design for a $160M (US) marine aquarium. Responsible for coordination of five U.S. and five Taiwan design firms on the team covering architectural, engineering and exhibit design disciplines. General Engineering Services • Multidisciplinary On-Call Engineering Services, Seattle Metro, Seattle, Washington. Project manager for a two- year multi-disciplinary on-call services contract for Seattle Metro. This project involved rapid response to a multitude of engineering assignments, ranging from utility design to structural and electrical engineering to sanitary engineering for all of Metro's wastewater and transit facilities. Notable projects included a fast-track design for a 0.75-mgd wastewater reclamation plant (Seattie/Metro Water Recycling Project, 1992); a unique pipe bridge Ovhw Maftad Cb S.SR0BIN'OESTE7GUER.D00516-AUG-99.COGE 10 Allen L de Stelguer Project Director across the Cedar River to carry water and sewer lines; • replacement of transit D.C. power substations; general civil engineering for park and ride lots; and evaluation of alternatives for replacing large diameter pipelines in the urban core. • Open Space Project, Seattle Department of Parks and Recreation, Seattle, Washington. Site evaluation, design, construction assistance for building demolition, asbestos removal, underground storage tank removal, and renovation of six parcels of land in support of the City's Open Space Acquisition Program. Sites included five residences and one twenty-unit motel. • Homeport Methane Remediation Project, U.S. Navy, Everett, Washington. Project engineer for coordination of geotechnical evaluation, review of data, compilation of remediation alternatives, and design of methane collection system as part of site development for a new U.S. Navy Homeport base. The site is underlain by over 30 feet of sawdust from 19th century sawmills and by 10 feet of hydraulic dredge fill from a nearby bay. Decomposition of these materials required a system to release trapped methane gas, similar to a landfill system. • Cedar Falls Storage Facility and Fueling Facility,Seattle Water Department, Cedar Falls, Washington. Project Manager for design of a 10,000-sf structural steel building for vehicle storage and garaging and part storage in support of the Morse Lake Pumping Plant No. 2 Project. Design of a diesel and gasoline filling station and associated site work in support of the same project. • Ephrata Geothermal Heating Project, Ephrata, Washington. Project manager for design and construction administration of a 30-ton water-to-water heat extraction process using low temperature geothermal potable water as a heat source-for a county courthouse and jail. Project was the first use in Washington of a single-wall heat exchanger using potable water which was then returned to the distribution system • Solar-Heated Building, Othello and Goldendale, Washington. Project for concept, architecture, design and construction assistance for two laboratory/administration/ operations buildings for the cities of Othello and Goldendale, Washington. Located in arid climates with extreme summer and winter conditions, these buildings featured solar energy-heated air collectors and extensive earth sheltering for energy conservation purposes. 1*admrd0 O SAROWDES7EGUER.DOC.U&AUC•99ZODE 11 Allen L de Stelguer Project Director • PUBLICATIONS A list of selected publications is available upon request. • M*vhw VotodwardC&* SAOSROESTEIGUERDOC%16-AiIO.99kcooE 12 MOFFATT & NICHOL ENGINEERS • WEIXIA JIN,Ph.D., P.E. Hydraulic/Coastal Engineer EDUCATION Ph.D., Hydraulics &Water Resources, University of Pittsburgh, Pittsburgh, 1997 M.S, Coastal and Ocean Engineering, Hohai University, Nanjing, China, 1988 B.S., Navigation and Ocean Engineering, Hohai University,Nanjing, China, 1985 PROFESSIONAL REGISTRATION Civil Engineer, State of California, C059026, 1999 EXPERIENCE Dr. Jin joined Moffatt&Nichol Engineers in 1997 and has since participated in a wide range of coastal and environmental engineering projects including coastal watershed contamination studies, flood control and protection planning analyses, coastal stabilization analyses,tidal hydrodynamic modeling and water t quality studies, and wave transformation and coastal storm damage analyses. Prior to joining Moffatt& Nichol Engineers, Dr. Jin had participated in a variety of research projects in river and reservoir hydrodynamic modeling, model evaluation and testing, and sediment and velocity measurement. Furthermore, she brings more than five years experience in numerical modeling of wave refraction and diffraction and shoreline evolution; as well as design wave calculations for harbors and breakwaters. REPRESENTATIVE PROJECTS = Bolsa Chica Wetlands Restoration, California State Coastal Conservancy, California • 4,• Task manager for tidal and river flood hydrodynamic modeling of a coastal wetlands restoration project. This project involved tidal and river hydraulic modeling with the RMA-2 finite element, hydrodynamic model, which accounts for tidal wetting and drying of the model domain. The results provided the flow field conditions for water quality modeling, habitat design, and tidal inlet design. Dr. Jin conducted a numerical water quality study using the RMA-4 model to predict the potential impacts of total coliform and heavy metal level increases associated on beach water-contact recreational use. The study involved prediction of residence time, total coliform levels, and heavy metal concentrations under various storm events for each of the proposed conceptual designs. The predicted contaminant constituent levels in the-wetlands and coastal waters were compared with water quality criteria of the California Ocean Plan and the National Toxic Rules. Dr. Jin performed a tidal hydraulic modeling study to estimate the effects of tidal muting associated with ebb bar and flood shoal formation on the newly created salt marsh habitat. This task involved numerical modeling of various ebb bar and flood shoal configurations using'RMA-2 to predict the tidal response within the wetlands, which was used to calculate the frequency of inundation. The elevations corresponding to various frequencies of inundation were then used to estimate the habitat area distribution for a given grading plan. In addition, the results of the tidal muting study were used to estimate the stable inlet configuration for each of the proposed conceptual designs. Flow Diversion Analysis of East Garden Grove Wintersburgh (EGGW) Flood Control Channel, California State Coastal Conservancy, California The project involved total coliform levels, heavy metal constituents and salinity concentration dilution and recovery modeling for the Bolsa Chica Wetlands Restoration Project under various magnitude flood flows from the EGGW Channel for all diversion scenarios. Dr. Jin conducted hydrodynamic modeling with • RMA-2, water quality modeling with RMA-4, and hydraulic routing through the EGGW Channel with HEC-RAS. In addition, an iterative hydraulic routing analysis was conducted to provide the water surface • f�ex1 MOFFATT & NICHOL ENGINEERS • WEIXIA JIN, Ph.D., P.E. Hydraulic Engineer Page 2 profiles and velocities in the EGGW channel for diversion structure design and for checking the committed water surface elevation at the Slater Pump Station. Finally, sedimentation patterns in the wetland under several flood flow diversion conceptual designs were analyzed to estimate the impacts to wetland organisms. Guadalcanal Village Wetlands,Wetlands Research Associates, Inc., San Rafael, CA Performed tidal and river flow hydrodynamic modeling of a coastal wetlands restoration project. This project involved finite difference hydrodynamic modeling with MIKE21, which accounts for wetting and drying of the model domain. The results provided the flow field conditions for habitat design and for determining the post-project equilibrium cross-sectional area of the existing tidal slough network. Wave Damage Study for Navy Housing at Tipalao, Guam, Marianas Island Managed and coordinated all engineering related functions associated with the project. Developed a numerical model of the wave runup and spray based on wave theory and observation. In addition, empirical equations were developed for predicting the wave overtopping rate and spray inland excursion distance. Joint probability of occurrence of waves and wind was incorporated into the calculation of spray inland excursions. This study provided bases of remedial actions to mitigate future damages of extreme waves. Seawall Design at Orate Point Landfill Site, Guam, Marianas Island Project Engineer responsible for performing all engineering related functions associated with this project. • Analyzed wave conditions in front of the proposed seawall at the Orote Landfill site.. This study involved - wave transformation from deepwater to the project site using wave refraction-diffraction models, and statistical extreme wave analysis for wave force calculation and seawall design. Also, analyzed and predicted wave runup, spray and overtopping rates on the cliff/landfill based on data obtained from physical model tests. Buena Vista Lagoon, Oceanside, California Performed hydraulic and hydrologic studies in Buena Vista Lagoon for flood protection. Reviewed relevant hydrologic study in the area, conducted hydraulic routing and provided design elevations and velocities for different flood protecting alternatives. Comparison, Testing and Evaluation of Sediment Routing Models, Federal Energy Regulatory Commission, U.S. Dept. of Energy Managed all engineering related functions associated with the project. Compared the mathematical features of three sediment routing models, HEC-6, STARS and IALLUVIAL as well as the applicability, limitations and input data requirements. Conducted sensitivity tests of HEC-6 and STARS by using the Orthogonal Experimental Design Method. Compared the performances of different sediment transport equations under different channel conditions. Developed guidelines for model selection. Study of Measures to Improve Reservoir Sedimentation in Taiwan Managed and coordinated the engineering related functions associated with the project. This project involved literature review on reservoir sedimentation and related topics, research on methods of measuring the sediment inflow, and evaluation of sediment routing models available for estimating sediment transport and deposit in reservoir. Also examined some reservoir sedimentation related topics (sources of sediment, • methods to control reservoir sedimentation, environmental effect of reservoir sedimentation and forecasting of reservoir sedimentation). (s d, MOFFATT & NICHOL ENGINEERS WEIXIA JIN, Ph.D.,P.E. • Hydraulic Engineer Page 3 An Efficient Method to Measure Flow Discharge in Rivers and Streams, NSF Assisted in the development of an efficient method to measure flow discharge in rivers and streams by using entropy concepts. Conducted a systematical analysis and study of vertical and cross-sectional distribution of velocities measured in South Esk River, Rio Grand Conveyance Channel, Fall River and Laboratory Flumes. Measurement of Inflow Sediment Discharge to Reservoirs, Taiwan Reviewed and examined the existing sediment sampling methods. Conducted a systematical analysis and study-of vertical and cross-sectional distribution of sediment concentration in South Esk River, Rio Grand Conveyance Channel, Fall River, Middle Loup River and Niobrara River. Developed an entropy-based model for the distribution of suspended-sediment concentration to facilitate the measurement of sediment concentration and the computation of sediment transport rate. PUBLICATIONS Chiu, C.-L. and Jin,Weixia, `Mathematical Models of Distribution of Sediment Concentration, " Journal of Hydraulic Engineering, ASCE(accepted). Chiu, C.-L. and Jin,Weixia, "Entropy-based Modeling and Measurement of Sediment Concentration, " Proc. of the 27th Congress of the International Association for Hydraulic Research (IAHR), San Francisco,August 10-15, 1997. Gong, Chongzhun, Sun, Dapeng and Jin,Weixia, "Experimental Investigation on Refraction of • Irregular Waves,"The Ocean Engineering, China, Vol. 15, No.2, pp.74-86, May 1997. Jin,Weixia, Chiu, C.-L. and Fan, S.-S., "Evaluation ofStream-Sedimentation Models, "Proc. of the 6th Federal Interagency Sedimentation Conference, Las Vegas, March, 1996. Jin, Weixia and Chiu, C.-L., Comparison, Testing and Evaluation of Sediment Routing Models, Research Report No. CE/WR-8 (Pittsburgh: Department of Civil and Environmental Engineering, University of Pittsburgh, September 1996). Jin, Weixia and Gong, Chongzhun, `A numerical Model for Refraction of Irregular Waves, "The Ocean Engineering, China, Vol. 13, no. 1, pp. 51-62, February 1995. Chiu, C.-L. and Jin,Weixia, "Entropy and Open-channel Flow Properties. " Proc. of the 26th Congress of the International Association for Hydraulic Research(IAHR), Vol. 1, pp. 585-590, London, September 1995. Jin, Weixia and Chiu, C.-L., "Elements of Stream-Sedimentation Model Tests. " Proc. of the 3rd Bilateral Workshop on Understanding Sedimentation Processes and Model Evaluation, San Francisco, July 31-Aug. 1, 1995, organized by the Federal Energy Regulatory Commission, U.S. Dept. of Energy. Jin, Weixia, "A Numerical Model oflrregular Wave Refraction, " Proc. of the First Jiangsu Academic Youth.Conference, Southeast University, Nanjing,Nov. 1992. Gong, C.-Z. and Jin,Weixia, "Numerical Calculation for the Stability in the Harbor of Guangdong Nuclear Plant, " Proc. of the Third Chinese-German Symposium on Hydrology,and Coastal Engineering, April 1991, Nanjing, China. Gong, C.-Z. and Jin,Weixia, `The Calculation Method for Irregular Wave Diffraction of Island Breakwater, " Series Documents of Standard Technology Committee of China Water Transport MOFFATT & NICHOL ENGINEERS • WEIXIA JIN, Ph.D., P.E. Hydraulic Engineer Page 4 Engineering, Nov. 1990. MEMBERSHIPS ASCE(American Society of Civil Engineers) IAHR(International Association of Hydraulic Research) • fh„er; 13eyIta/A�atrnelson Senior Project Scientist AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • • Ecology Dr. Katznelson has over 25 years of experience in performing, interpreting, and assuring quality of field and laboratory analyses «t • Limnology of chemical, biological and bacteriological water quality • Wastewater Treatment parameters. She also has hands-on experience in toxicity testing • Biochemistry using a variety of test organisms. Dr. Katznelson has led many ecological studies in a variety of aquatic systems including creeks, • Biogeochemusty ponds, lakes, marshes, lagoons, and reservoirs, and has developed • Environmental innovative methods and experimental systems for her research. ' Toxicology Her work experience in the US since 1991 includes: EDUCATION . Microbiological studies in Agua Hedionda Watershed (San The Hebrew University of Diego County), including collaboration with Dr. M. Jerusalem, Israel (HUJ), Samadpour on E. coli ribotyping and PCR for pathogens. Ph.D., Biochemistry, 1984 • Attenuation of fecal bacteria in freshwater and marine HUJ: M.Sc., Microbial environments(a literature survey) Ecology, 1975 • Fate and transport of diazinon and chlorpyrifos in urban -HUJ: B.Sc., Biology, 1972 creeks. PROFESSIONAL HISTORY • Creation and testing of a creekside flowthrough toxicity • testing system that provides realistic exposure scenarios with Woodward-Clyde, Assistant laboratory and indigenous test organisms. Project Scientist, Project Scientist, and Senior Project • Development of a simplified toxicity testing protocol for Scientist, 1992-present science students. Lawrence Berkeley • Management, training, and technical support for watershed Laboratory, Visiting monitoring by citizen volunteers in San Leandro Creek and Scientist, 1991-1992 other creeks in Alameda County, CA. The Hebrew University of • Ecological and limnological study in an urban lake, City of Jerusalem, Microbial and Newark, CA. Molecular Ecology Division, . Remedial investigation of sediments of the perimeter drainage Research Associate, 1984- ditch at Hamilton Army Airfield, Novato, CA. 1990 • Organic contaminants (Diazinon, PAK DDT, etc.) and heavy AFFILIATIONS metals in sediments in Crandall Creek and the Demonstration Society of Environmental Urban Stormwater Treatment (DUST) Marsh in Fremont, Toxicology and Chemistry CA. • Evaluation of PCB contamination in sediments in San Leandro Creek, CA • Detection of organic contaminants in water and sediments . CERTIFICATIONS using immunoassay techniques(ELISA) and training Alameda County personnel to perform in-house analyses. WO4 d ,d-Clyde CATEMPAES0000dWi74,bv-VV4" 1 Reyltsllratlnelson Senior Project Scientist • Health and Safety Training, • Diazinon toxicity and spatial distribution of diazinon in runoff 40 hour course (OSHA 29 in three urban watersheds in Alameda County, CA. CER 1910.120) . Toxicity database for storm water samples of the Alameda, Contra Costa, and .Santa Clara Counties non-point source monitoring during 1989-1995. • Ocean beach fecal coliform contamination in Santa Cruz, CA (expert witness statement). • Effect of structural modifications on toxicity removal in the Demonstration Urban Stormwater Treatment (DUST) Marsh in Fremont, CA- * Toxicity studies in the San Francisco Bay and adjacent wetlands using a variety of freshwater and marine test species. • Development of Ceriodaphnia toxicity endpoints for stormwater testing. • Participation in pore-water toxicity testing for the sediment gradient study of the Pilot San Francisco Bay Regional Monitoring Program. • • Spatial and temporal variations in toxicity in the Demonstration Urban Stormwater Treatment Marsh (Fremont, CA) during wet weather. Dr. Katznelson has conducted research in numerous aquatic systems in Israel prior to 1991. She has also been involved in teaching ecology at the Hebrew University of Jerusalem, and has participated in various special studies as a student. Her relevant experience includes: • Population dynamics and nitrogen removal in experimental maturation ponds at the Dan Region Wastewater Reclamation Project. Development of a-continuous rotifer sampler. • Nitrogen transformations and nitrification potential in activated sludge and in oxidation ponds effluents. • Ammonia removal in intensive fish culture systems. • Seasonal variations in biota, water quality, hydrology and performance of recirculated oxidation ponds at the Dan Region Project. • • Methodology for analysis of particulate matter in freshwater reservoirs. Development of an original dye-binding assay for determination of suspended solids. WOOdward-CWQ Cl cMPRESOMooc417wm-woAx 2 13er11a/A�afia►elson Senior Project Scientist • Characterization of water quality parameters and of • phytoplankton/zooplankton populations in stratified effluent reservoirs in the Judean Plain, to select the best pumping- ,_ depth for drip irrigation systems. w • Ecological requirements of cyanobacterial mats that clog groundwater recharge basins of the Dan Region Project. Development of night-flooding regime for recharge basins. • Teaching (assistant) in Introduction to Ecology (Fundamental principles of aquatic and terrestrial ecology, 1979-1983). Laboratory technician at HUJ, Zoology Department, 1977- 1978. Free-living nematodes as food for fish fry. • Laboratory technician at HUJ, Botany Department, 1975-1976. Ecological requirements and natural populations of halophiiic algae and culture techniques for mass production. • Laboratory technician at Mekorot Water ' Co., Nessin Laboratory, 1970,1971. Methodology for enumeration of coliform bacteria. Effects of fish and wildlife on freshwater reservoirs. • • woodward4r.Wv C-ITEUPPESOM doe!I 7AW-MOAX 3 ReYttal�atJ,nelsan Senior Project Scientist . PUBLICATIONS REVIEWED PAPERS Katznelson, R and Ulitzur, S. (1977) Control of luciferase s- ynthesis in a newly isolated strain of Photobacterium leiog- nathi. Arch. Microbiol. 15:347-351. V. Hofsten, A., Kahan, D., Katznelson, R. and Bar-El, T (1983) Digestion of free-living nematodes fed to fish. J. Fish Biol. 23:419-428. Katznelson, R. and Kulka, R.G. (1983) Degradation of microin- jected methylated and unmethylated proteins in Hepatoma Tissue Culture cells. J. Biol. Chem. 258:9597-9600. Katznelson, R. and Kulka, R.G. (1985) Effects of denaturation and methylation on the degradation of proteins in cultured Hepatoma cells and in reticulocyte cell-free systems. Eur. J. B iochem. 146:43 7-442. Katznelson, R. and Kulka, R.G. (1985) Effects of denaturation and methylation on the degradation of proteins in cultured Hepatoma cells and in reticulocyte cell-free systems. in: In- tracellular Protein Catabolism. pp. 483485. Alan R Liss, Inc. Katznelson, R. (1986) Cyanobacterial mats in groundwater recharge basins of the Dan Region Wastewater Reclamation Project. in: Environmental Quality and Ecosystem Stability, Vbl.III AB, pp. 933-939. Bar Ilan University Press, Ramat-Gan, Israel. Editors: Z. Dubinsky and Y Steinberger. Katznelson, R. (1989) Clogging of groundwater recharge basins by cyanobacterial mats. FEMS Microbiol. Ecology 62:231-242. Katznelson, R. (1990) Dye-binding assay for the determination of sub-milligram quantities of suspended solids in freshwater. Experientia 46:114-117. Katznelson, R. Jewell, WT., and Anderson, S.L. (1995) Spatial and temporal variations in toxicity in a marsh receiving urban runoff.Environ. Toxicol. Chem. 14-471-482. CONFERENCE PRESENTATIONS Katznelson, R., Kulka, R.G. and Loyter, A. (1980) Degradation of proteins microinjected into Hepatoma cells in culture. in: Abstracts of the 13th FEBS Meeting, August 24-29, 1980, • Jerusalem. Israel Biochemical Society. Poster, p.247. Katznelson, R., Loyter, A. and Kulka, R.G. (1981) Degradation of proteins microinjected into cultured Hepatoma cells: Effect Vkod"rd-CWe CATEMPRRES0090doci1744Qv9910AK 4 Reyltall�atmelson Senior Project Scientist of meth lation of amino groups. in: Abstracts of the Annual • Y �' p _ meeting of the Israel Biochemical Society, 12-13 April 1981, Jerusalem. Reprint from Israel J. Med. Sci., Jerusalem. p.35 Katznelson, R (1985) Clogging of the bottom of recharge basins ` by cyanobacterial mats. in: Proceedings of the Seminar "Surface Water Reservoirs in Israel", June 1985. editors: M. Waldman and M. Inbar(Hebrew). Katznelson, R. (1986) Cyanobacterial mats in groundwater recharge basins of the Dan Region Wastewater Reclamation Project. in: Environmental Quality and Ecosystem Stability, Vol.M, Proceedings of the Third International Conference of the Israel Society for Ecology & Environmental'Quality Sciences, June 1-4, 1996, Jerusalem, Israel. Katznelson, R. (1988) Clogging of groundwater recharge basins by cyanobacterial mats. in: Abstracts of the Annual meeting of the Israel Society for Microbiology, 8-9 February 1989, Tel-Aviv. p.25. Katznelson, R., Jewell W.T. and Anderson,- S.L. (1993) Variations in toxicity in the DUST marsh. in: Abstracts of the annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 21 May 1993, Sacramento, CA. Katznelson, R. and Cooke, T.D. (1993) Techniques for deriving additional information from chronic toxicity tests with Ceriodaphnia dubia. in: Proceedings of the workshop "Toxicity Identification Evaluations in the San Francisco Bay Region: Lessons Learned," September 30 and October 1, . 1993, Richmond, CA. Katznelson, R. and Wetzig, R. (1994). Use of toxicity testing to evaluate performance of a stormwater treatment marsh. in: Proceedings of the Western Wetland II conference, September 18-20, 1994, Berkeley, CA. Katznelson, R. and Markel, R.P. (1995). Patterns of Storm Runoff Toxicity to Freshwater Organisms. in: Abstracts of the annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 14-15 July 1995, Santa Cruz, CA. Katznelson, R. (1995). Use of Immunoassay Techniques for PCB Analyses in Sediments. in: Abstracts of the annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 14-15 July 1995, Santa Cruz, CA. Katznelson, R. and Markel, R.P. (1995) Expression of Storm • Water Runoff Toxicity in Three Test Organisms. Poster Q presentation. Second SETAC World Congress (16th Annual WOOdw,,1-CW& c iTEMNiE50DQ9.docu74,bv_9g AK ' ABYI181�81IAeIsoA Senior Project Scientist • Meeting), 5-9 November 1995, Vancouver, British Columbia. Katznelson, R., and Wetzig, R. (1996). Diazinon in Sediments of Urban Creeks in Alameda County, CA. in: Abstracts of the sixth annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 24-25 June 1996, Sacramento, CA. Scanlin, J., Feng, A.Y., and Katznelson, R. (1996). Diazinon in i Storm Water Runoff in Residential Watersheds in Alameda County, CA. in: Abstracts of the sixth annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 24-25 June 1996, Sacramento, CA. Katznelson, R., and Starrett, G. (1997). Teaching Aquatic toxicity Testing to Science Students. in: Abstracts of the 18th annual meeting of the National Society of Environmental Toxicology and Chemistry, 16-20 November 1997, San Francisco, CA. Katznelson, R. (1997). Urban Runoff Toxicity and Diazinon Concentrations in the San Francisco Bay Area. in: Abstracts of the 18th annual meeting of the National Society of Environmental Toxicology and Chemistry, 16-20 November • 1997, San Francisco, CA. Katznelson, R, daCosta, E, and A.Y Feng (1998). Creekside Flowthrough System for Toxicity Testing at Realistic Exposure Scenarios.. in: Abstracts of the eighth annual meeting of the NorCal Society of Environmental Toxicology and Chemistry, 22-23 June 1998, Reno, NV Katznelson, R. (1998). Tailoring of Data Quality Objectives to Specific Monitoring Questions. in: Proceedings of the First National Monitoring Conference of the National Water Quality Monitoring Council, "Monitoring: Critical Foundations to Protecting Our Waters", July 7-9, 1998, Reno, NV. Katznelson, R. (1999). Urban Stormwater Runoff Toxicity Testing: Purpose, Findings, and Uncertainties. in: Abstracts of the joint annual meeting of the NorCal and SoCal chapters of the Society of Environmental Toxicology and Chemistry, April 26-27, 1999, Concord, CA. Katznelson, R(1999). Urban Runoff Toxicity and Diazinon in the San Francisco Bay Area. in: Abstracts of the 7th International Conference of the Israel Society of Ecology and • Environmental Quality Sciences, June 13-18, 1999, Jerusalem, Israel. Woodward-0lyde C.+TF.VPREWW9dwY7Abv-09,.0AK 6 BeyIlalXatrnelson Senior Project scientist RESEARCH REPORTS/GUIDANCE DOCUMENTS Katznelson, R (1986)Recharge basins of the Dan Region Project as an ecosystem: Clogging by cyanobacterial mats. in: Scien- tific report of the Center for Reservoirs Research, year 1984/85. pp. 1-36.(Hebrew). Katznelson, R. (1987) Experimental night-flooding of recharge basins at the Dan Region Project. in: Scientific report of the Center for Reservoirs Research, year 1985/86. pp.1-19. (Hebrew). Nv, A. and Katznelson, R. (1987) Limnological and biological survey of a deep effluent reservoir ("Nahshon") during the summer of 1986. ibid, pp. 53-73. (Hebrew). Katznelson, R (1987) Recharge of Activated-Sludge effluent to the new recharge basins at the Yavne site: First year of operation. in: Scientific report of the Center for Reservoirs T Research, year 1987. pp.1-12. (Hebrew). Katznelson, R, Dimentman, H., Ben-Harim, I. and Steinhauer, Z. • (1989)Elaboration of methods for quantitative and qualitative analyses of particles accumulated by the Screen Water Fil- terability Test apparatus. Special report of the Center for Reservoirs Research. pp. 1-38. (Hebrew). Katznelson, R and Diab, S. (1989) Investigation of the oxidation ponds at the Dan Region Wastewater Reclamation Project. Special report of the Center for Reservoirs Research. pp. 1-6 I. (Hebrew). Katznelson, R. (1990) Population dynamics at three trophic levels in experimental maturation ponds at the Dan Region Was- tewater Reclamation Project.. in:- Scientific report of the Center for Reservoirs Research, year 1989/90. pp. 1-42. (Hebrew). Katznelson, R and Dimentman, H. (1991) Comprehensive study of maturation ponds receiving oxidation-pond effluent. Special report of the Center for Reservoirs Research. pp. 1- 53. (Hebrew). Katznelson, R., Jewell WT. and Anderson, S.L. (1993). Spatial and temporal variatior:s in toxicity in a marsh receiving urban • runoff. Lawrence Berkeley Laboratory, Publication#32837. Katznelson, R. and Mumley, T.E. (1997) Diazinon in surface $ �!{� C1 Mr71RES099fl6xit7�bv-991QhK 7 Aeyllall�allnel�on Senior Project Scientist • waters in the San Francisco Bay Area: Occurrence and potential impact. Report prepared for the Alameda County Flood Control and Water Conservation District, Hayward, CA, submitted to the California State Water Resources Control Board, Sacramento, CA, June 1997. Katznelson, R. 1997. A simplified acute toxicity testing protocol with Ceriodarphnia dubia. Guidance document prepared for the Alameda Countywide Clean Water Program, Hayward, CA and the Contra Costa Clean Water Program, Martinez, CA,November 1997. Katznelson, R. and A. Y Feng, 1998. Tonicity Testing Protocol for Science Students: Teacher's Manual and Classroom Handbook. Guidance document prepared for the Contra Costa Clean Water Program, Martinez, CA, and the Alameda Countywide Clean Water Program, Hayward, CA, October 1998. Katznelson, R. and A Y. Feng (1998). ELISA Measurement of Diazinon in Water and Sediment: Principles and Operating Procedures. Guidance document prepared for the Alameda • County Flood Control and Water Conservation District, Hayward, CA, September 1998 (Draft). Dr. Katznelson is also the author of several Woodward-Clyde reports and guidance documents. • WoodwanI4-,"e CITFMPRRS009 &xw7�bv-QAQAx 8 William P.Magdych Environmental Permitting AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • • Wetland Permitting Dr. Magdych is an ecologist, research scientist, and manager a Aquatic/Wetland Ecology With a technical background in environmental permitting and regulations, aquatic and wetland ecology (freshwater and EDUCATION marine), biological sciences, natural resources restoration and management, and systems analysis. Dr. Magdych was one of University of Oklahoma, the first investigators to apply the 1987 Corps Wetland Norman: Ph.D., Zoology/ Delineation Manual at locations nationwide on a simultaneous Ecology, 1982 basis. He has 20 years of experience performing major University of Oklahoma, environmental investigations and conducting ecological Norman: M.S., Zoology/ research in desert, temperate, subtropical, and tropical regions. Ecology, 1978 Dr. Magdych has also worked extensively in terrestrial and Youngstown State urban environments. His experience in project management includes environmental impact analysis and wetland regulatory University, Youngstown,Ohio: B.S., Biology, 1975 compliance, planning, biological restoration, exploratory ` modeling and decision analysis, and sensitive species investigations. REGISTRATIONS Wetland and Water Resource Permitting: Certified Professional • Lakeside Land Development Co. San Diego River Im- Wetland Scientist No. 195 provement Project. Managed Section 404 permitting and Endangered Species Act compliance for a major flood- • PROFESSIONAL plain restoration project on the San Diego River (1998). HISTORY • Iroquois Natural Gas Pipeline wetlands assessment. As- Woodward-Clyde, Senior sessment of the effects of 400 miles of pipeline con- Project Scientist and structed in eastern New York on wetlands. (1994-1996). Director of Environmental . Mojave Natural Gas Pipeline. Section 404 and 1603 Permitting, 1991-present permitting for a 600-mile long pipeline in central San Diego State California. (1994). University, Post Doctoral . Bill Signs Trucking Section 404 Permit. Section 404 and Research Associate, Research 985 1603 permitting for a floodway restoration project in the 1982- San Diego River. Riparian restoration and river man- University of Oklahoma, agement. (1993-Present). Instructor and Research Associate, 1976-1982 • Sloan Canyon Sand Company Project. Represented sand extraction company in an EPA enforcement action and subsequent Section 404 permitting with Section 7 con- sultation. (1992-1998). • Cajalco Creek Dam and Detention Basin Project, Metro- politan Water District of Southern California. Section 404 permit and 1601 Stream Alteration Agreement. Willow riparian mitigation and federally endangered Stephens'kangaroo rat. (1993-1994). • Rincon Indian Reservation Water and Wetland Manage- ment Project. Developed a water management plan for URS6refnerWoodWIdAW8 WARESUMESV2739R0022Ss.Jui.99,soc 1 William P.Magdvch Environmental Permitting • the allotment of 3,000 acre-feet of water from Lake Hen- shaw. Wetland management, stormwater control, sand mining, permit streamlining plan, and the San Luis Rey River. This project is funded by the EPA. (1993-1994). AFFILIATIONS Hurricane Marilyn Disaster Response (1995), Federal American Association for Emergency Management Agency (FEMA), .St. Thomas, the Advancement of U.S. Virgin Islands. Managed environmental compliance Science and clearance activities for FEMA-related activities in response to damage from Hurricane Marilyn on St. American Water Works Thomas, St. John, and St. Croix. '(1995-1996). Major Association projects included: Association of Wetland — Environmental Assessment for temporary emergency Managers shelters (prefabricated housing) at Estate Nazareth and Association of Estate Ross (Charlotte Amalie). Issues included Environmental endangered species, wetlands, sewage treatment, and Professionals socioeconomic impacts (with strong NEABY California Native Plant opposition). Society — Expert witness and litigation expert for two cases on Sigma X1 behalf of FEMA. Both cases involved project opposition • Society of Wetland by local concerns, and included alleged violations of NEPA, the Clean Water Act, and the Federal Scientists Endangered Species Act. FEMA prevailed on both cases. Bovoni Landfill restoration. The landfill was operated out of compliance prior to the hurricane. Special memoranda of agreement were developed to allow hurricane-related response activities to proceed. Project activities included segregation of medical wastes and toxins, and air-curtain burning of wastes. Air-curtain. incineration was applied at the hospital with a portable unit to avoid continued unregulated dumping of medical wastes at the landfill.- • Littlerock Dam Restoration Project, Littlerock Irrigation District, Palmdale Water District and U.S. Forest Service. Section 404 permit and Section 1601 Stream Alteration Agreement. Riparian restoration. (1994). • Lakeside Project, CalMat. Represented sand extraction company in a Corps enforcement action. (1992-Present). • Mission Bay South Shores, City of San Diego, Parks and • Recreation Department. Park facilities development. URS6reI�eIWQQdwa�dC/YdQ W:4RESUMES%012759R007;29-Ju1.99`-S0G 2 William P.MOM lam P.NMI Environmental Permitting 1vironmental Permin Section 404 permit and Coastal Zone permit. Eelgrass ation agiber and salt marsh/salt pan mitigation, and least Tern habitat :y River, and le- enhancement. (1993-1994). Eagle Crest Development, Escondido, California, resi- 'n, City of Pow. • dential/golf resort development. Section 404 permit, g a proposed ba of trea� Section 7 consultation, and 1603 Stream Alteration 98 ischarge charge ). agreement. Willow riparian mitigation and federally endangered least Bell's vireo. (1988-1989). , California. Re - • San Marcos Creek flood control channel, City of San Section 404 pertpar Marcos, California. Public flood control channel. Section t Willow meadow w riri a 404 permit and 1601 Stream Alteration agreement. n. Willow riparian and wet meadow mitigation; mitigation siting studies. (1988-1989). is for various s, • Peacekeeper (MX) ICBM Program, U.S. Air Force California. (19: Ballistic Missile Office. Projects in Arkansas, California, Louisiana, Michigan, Missouri, Montana, North Dakota, Texas, Washington and Wyoming. . Defense program egetation Resea facilities. Section 404/404(r) permit coordination and tion techniques : Section 7 consultation. Sand dune/dune wetland restora- rights of w tion and mitigation, and federally endangered least Tern ssist in d and unarmored three-spined stickleback assessments at a 1 ggg) ( Vandenberg AFB, California, various mitigation and compliance nationwide. (1985-1988), Management P Pict. Investigati( a ODC Resort Development, Koror State, Republic of manage wetlar Palau. Hotel/tropical resort development. Section 404 systems that wil permit with detailed environmental assessment. Reef flat, )ment in the ul mangrove swamp, freshwater wetlands, agricultural wet- er watershed. lands, and sensitive species assessments and mitigation. eta Margarita R Socioeconomic issues were an important component of the assessment. (1990-1991). stine habitats dangered specie Lonfit New Town Development, Guam. Residential/ nations. This si hotel/golf resort. Site planning and design advice prior to iter runoff man. Section 404 permitting. Phragmites wetlands, stream management, riparian wetlands, and downstream marine reef flats. (1990-1991). wetland plan management, • Kealia Pond studies, Island of Maui, Hawaii. Hotel/resort .d m development. Expert witness and planning/design advice regarding Section 404 permitting. Coastal lagoon/pond implementation, and wetland, and endangered species. (1991). rest . Developn Whelan Estate, Oceanside, California. Residential development. Expert witness regarding Section 404 ream disco -eek from the Re/wQQdJJ18�C Q W tRESUMES1012739FF1.0o2'•29-Jul•991S0G 3 012739R00229-Ju1-99`S0G William F.Magilych Environmental Permitting • state and local natural resource agencies regarding projects in Arizona, Arkansas, California, Florida, Louisiana, Michigan, Missouri, Montana, Nevada, New Mexico, North Dakota, South Dakota, Texas, Utah, Washington, Wyoming, and Kwajalein. (1985-1988). • Development of sand dune and wetland restoration plans at Vandenberg AFB, California. (1986). • Research on the potential beneficial uses of reclaimed wastewater (freshwater) in coastal streams and estuaries in Southern California. Regional management recom- mendations were developed. (1982-1985). + Basic research in stream, lake, and marine habitats regarding ecosystem function, and resilience/recovery of such habitats to environmental perturbation (e.g., saline stress). Investigations of instream flow, organism- substrate relationships, thermal influences, and tests of the river continuum concept. Projects were located in California, Ohio, Oklahoma, Pennsylvania, and Texas. Funding agencies included the National Science • Foundation and NOAA. (1972-1982). Terrestrial Ecology and Community Ecology: • Santa Fe Pacific Pipeline Company Gas Product Pipeline. Wetland permitting, Endangered Species Act compliance, and CEQA/NEPA compliance for a 300-mile-long pipe- line in central and southern California. (1994-1995). • San Diego Gas & Electric Company, South Bay Unit 3 Repowering. California Energy Commission permitting for electric transmission lines and power plant upgrade. (1994-1995). • Robinson Gold Mine, Ely, Nevada. NEPA compliance, Endangered Species Act compliance, and wetland permitting. (1991-1992). • Miramar Gun Club Land Lease. Environmental Assess- ment on NAS Miramar, San Diego. (1995). • Pala Mine, CalMat. NEPA compliance, Endangered Spe- cies Act compliance, and wetland permitting. (1995- 1997). • Endangered desert tortoise surveys and evaluation of Mojave creosote bush scrub on MCAGCC Twentynine UBS8►018rWD8d"dclyfle WARESuMESV2738R002%z9-ju1-ssS0G 6 William P.MOM Environmental Permitting .a •Palms for a proposed fire fighting training facility. Developed mitigation measures to avoid potential impacts on desert tortoise. (1993). • Biological surveys for a proposed pipeline, Otay Water ' District. Surveys for rare plants, California Gnatcatcher, and assessment of Diegan coastal sage scrub habitat. s Impact assessment and mitigation. (1992). • Biological surveys for the Otay Water District's 1485-2 Reservoir. Surveys of Diegan coastal sage scrub, chaparral, and California Gnatcatcher. Impact assessment and mitigation. (199I). • Managed biological surveys for the Foothill Transporta- tion Corridor, Orange County. A database of habitats and sensitive species was developed, and used in siting studies to minimize impacts on sensitive resources along the corridor route. All major habitat types common to coastal southern California were encountered. (1989). • Biological studies for the U.S. Air Force's ICBM Program (3-year projects). Geographic Information System (GIS) was used to build a nation-wide database that was used to • evaluate siting issues for various military facilities. Sites were located in 16 states, including California. Siting evaluations compared single-species habitat (endangered species) versus multiple-species habitat (biological communities) in selecting sites. Natural resource agencies concurred with conclusions to site facilities to maximize preservation of multiple-species habitat rather than avoiding minor adverse impacts on single sensitive species. (1985-I 988). • Conducted surveys of grassland habitat for the proposed Central Area Terminal Storage Reservoir, Otay Water District. (1993). • Modeled the response of multiple species of stream insects to chemical variation along a stream continuum in the Washita River, Oklahoma. Studies evaluated the effect of varying salinities on the normal aquatic community development that would be expected as a result of physical factors along fifty miles of stream. (1978-1982). • Modeled the effects of discharges of freshwater in the • form of treated wastewater in Tijuana Estuary and San Diego River Estuary. This study was performed to assess UASB/eIABIWOddWBIlIC/1idB WARES UM-C SIM 2 739 RCOZ29-J u1.99%50G 7 i William P.MOM Environmental Permifting the beneficial uses of treated wastewater in stimulating multiple-species biological communities in Southern California estuaries. (1982-1985). • Assessments for projects in the Los Angeles County sig- nificant Ecological Areas (SEAs). SEAs were created as mitigation for the Los Angeles. County General Plan. SEAs include a variety of sensitive biological habitats and sensitive species. Development projects are allowed in SEAs providing they pass the review of the Significant Ecological Area Technical Advisory Committee (SEATAC) which is composed of biological communities onsite. Impact assessments and mitigation design must in- clude consideration of multiple-species complexes. Proj- ects included Brea/I'onner Canyon, Agoura Hills, and Malibu Beach SEAs. (1988-1991). • • OUOrelne/WoOdOrdClyde w ARESUMi;s'A12739R OOM9-JW-99S1)G 8 William P.Magdych Environmental Permitting In addition to the publications listed below, Dr. Magdych has authored hundreds of Environmental Assessments, Environ- mental Impact Statements and Reports, Alternatives Assessments, and technical studies in support of permitting. and environmental compliance projects. REPRESENTATIVE Magdych, W.P. 1995. Brackish Water Desalting Permitting/ PRESENTATIONS AND Regulatory Issues. Invited Speaker, American Desalting PUBLICATIONS Association Conference, April 6, 1996, La Jolla, California. Magdych, W.P. 1994. Constructed Wetlands — Cost Effec- tive Techniques for the Treatment of Wastewater. Arizona - Sonora Commission, Tucson,'Arizona. Magdych, W.P. 1992. Foreign Development — Applying U.S. Wetland Policy in Pacific Basin Island Nations. INTE- COL's IV International Wetland Conference, Columbus, Ohio. Magdych, W.P. 1984. Salinity Stresses Along a Complex River Continuum: Effects on Mayfly (Ephemeroptera) Dis- tributions. Ec_Ec_logy 65:1662-1672. Zedler, J.B. and W.P. Magdych. 1984. Sedimentation and Estuarine Productivity: Research Activities for Management. Pages 113-128 in B.J. Copeland, K. Hart, N. Davis, and S. Friday, editors. Research for Managing the Nation's Estuaries, Proceedings of a Conference in Raleigh, North Carolina, UNC Sea Grant Publication 84-08, 420 pp. Zedler, J.B., W.R. Koenigs and P. Magdych. 1984. Fresh- water Release and South California Wetlands. Technical Report No. 1: Streamflow for the San Diego and Tijuana Rivers. San Diego Association of Governments. 52 pp. Zedler, J.B., W.P. Magdych and R. Koenigs. 1984. Fresh- water Release and Southern California Wetlands. Technical Report No. 2: Review of Salinity Effects and Predictions of Estuarine Responses to Lowered Salinity. San Diego Association of Governments. 74 pp. Magdych, W.P., and J.B. Zedler. 1984. Freshwater Release and Southern California Wetlands. Management Plan for the Beneficial use of Treated Wastewater in the Tijuana River and San Diego River Estuaries. San Diego Association of Governments. 74 pp. Magdych, W.P. 1979. The Microdistribution of Mayflies (Ephemeroptera) in Mvrionhvllum Beds in Pennington Creek, Johnston Co., Oklahoma. H drobiolo is 66:161-175. Magdych, W.P. I979. The Effects of the Foss Demineraliza- tion Plant on the Benthos of the Washita River. Oklahoma • Water Resources Board Publication No. 95. ass,averwoodmivaydo WARESUMESM2r39A.00M-No,96sDc 9 CURRICULUM VITAE MANSOUR SAMADPOUR Assistant Professor Department of Environmental Health School of Public Health and Community Medicine University of Washington (206) 543-5120 EDUCATION 1990 Ph.D.,_Food Science and Technology, minor in Molecular Biology; University of Washington, Seattle, Washington. 1987 M.S., Microbiology; University of Washington, Seattle, Washington. 1981 B.S., Microbiology; University of Washington, Seattle,.Washington. PROFESSIONAL POSITIONS 1995-present Assistant Professor, Department of Environmental Health, School of Public Health and Community Medicine, University of Washington, Seattle, WA I993-1994 Acting Assistant Professor, Department of Environmental Health, School of Public Health and Community Medicine, University of Washington, Seattle, WA 1991-1993 Research Associate, Department of Environmental Health, School of Public Health and Community Medicine, University of Washington, Seattle, WA 1990-1991 Post-Doctoral Research Associate, Department of Environmental Health, School of Public Health and Community Medicine, University of Washington, Seattle, WA 1988-1990 Pre-Doctoral Fellow, School of Fisheries, University of Washington, Seattle, WA 1978-1980 Graduate Research Assistant, Department of Microbiology, University of Washington, Seattle, WA • PROFESSIONAL ORGANIZATIONS American Society for Microbiology 'r Institute for Food Technology :;. American Water Works Association American Public Health Association PUBLICATIONS 5 1. Moseley SL, Huq I, Alim ARMA, So M, and Samadpour M, Falkow S. "Detection of enterotoxigeric Escherichia soli by DNA colony hybridization." J Infect Diseases 1980; 142:892-898. 2. Moseley SL, Samadpour M, and Falkow S. "Plasmid association and nucleotide sequence relationships of two gene-s enboding heat-stable enterotoxin production in Escherichia soli H- 10407." JBacteriol 1983; 186:441-443. 3. Stibbs HH, Samadpour M, and Manning F. "Enzyme linked immunosorbent assay for detection of Giardia lamblia cyst antigens in formalin fixed and unfixed stools." J Chn Microbiol 1988; 26:1665-1669. 4. Samadpour M, Moseley SL, and Lary S. "Biotinylated DNA probes for exotoxin A and pilin gene in the differentiation of Pseudomonas aeru inosa strains." J Clin Microbiol 1988, • 26:2319-2323. 5. Stibbs HH, Samadpour M, and Ongerth, JE. "Identification of Giardia lamblia-specific antigens in infected human and gerbil feces by Western immunoblotting." JC1inMicrobiol 1990, 28:2340-2346. 6, Samadpour M, Liston J, Ongerth JE, and Tarr PI. "Evaluation of DNA probes for detection of Shiga-like toxin producing Escherichia coli in foods and calf fecal samples." JApplied and EnvirMicrobiol 1990; 56(5):1212-1215. 7. Riley DE, Samadpour M, and Krieger JN. "Detection of variable DNA repeats in diverse eukaryotic microorganisms by a single set of polymerase chain reaction primers." J Chn Microbiol 1991; 29:2746-2751. 8. Duguay SJ, Park LK, Samadpour M, and Dickhoff WW. 'Nucleotide sequence and tissue distribution of three insulin-like growth factor prohormones in salmon." Molec Endocrinol 1992;-6:1202-1210. 9. Coyle, MB, Carlson LC, Wallis CK, Leonard 11,13, Raisys VA, Kiburn IO, Samadpour M, and Bottger E C. "Laboratory aspects of'M cobacterium enavense', a proposed species isolated from AIDS patients." JC1inMicrobiol 1992; 30(12): 3206-3212. 10. Samadpour M, Grimm L, Desai B, Alfi D, Ongerth JE and Tarr PI. "Molecular Epidemiology of Escherichia coli O 157. H7 strains using bacteriophage X- restriction fragment length polymorphism analysis: application to a multistate food borne outbreak and daycare center cluster." JC1inMicrobiol 1993 Dec. 11. Samadpour M, Tran N, Tarr PI, and Liston J. "Occurrence of Shiga-like toxin producing E. soli in retail fresh seafood, beef, lamb, pork and poultry from grocery stores in Seattle, • Washington." Appl Environ Microbiol 1994; 60-1038-40. Mansour Samadpour Rev. 11/98 12. Samadpour M, Ongerth JE, and Liston J. Development and evaluation of oligonucleotide DNA probes for detection and genotyping of Shiga-like toxin producing Escherichia coli ." J Food Protect 1994 May; 57(5):399-402. 13. Harold K, Samadpour M, Grimm LM, Clausen CIt, Besser TE, Baylor M, Kobayashi JM, Neill MA, Shoenknecht FD,. and Tarr PI. "Characteristics of antibiotic resistant Escherichia coli 0157:H7 in Washington State, 1984-1991." JInfect Disease 1994, 170:1606-1609 14. Morbidity Mortality Weekly Report. Center for Disease Control. "Escherichia coli 0157:H7 outbreak linked to commercially distributed dry-cured salami-Washington and California, 1994," 44:157-160. 15. Samadpour, M. "Molecular epidemiology of Escherichia coli 0157:H7 by restriction fragment length polymorphism using Shiga-like toxin genes." Jounnal of Clinical Microbiology 1995, 33(8):2150-2154. 16. Grinun L.M., M. Goldoft, J. Kobayashi, J.H. Lewis, D. Alfi, A.M. Perdichizzi , P.I .Tarr, J.E. Ongerth, S.L. Moseley, and M. Samadpour. "Molecular epidemiology of a fast-food restaurant associated outbreak of Escherichia coli 0157:H7 in Washington State." Journal of Clinical Microbiology, 1-995,33(8):2155-2158. 17. Morbidity`and Mortality Weekly Report. Center for Disease.Control. "Outbreak of Escherichia cols 0157:H7 infections associated with drinking unpasteurized commercial apple juice- British Columbia, California, Colorado, and Washington," October 1996, 1996, 45:975. M Mansour Samadpour Rev. l 1/98 i AUGMENTED CURRICULUM VITAE MANSOUR SAMADPOUR ` Assistant Professor Department of Environmental Health School of Public Health and Community Medicine University of Washington (206) 543-6959 ". RESEARCH HISTORY Proposals Written and Awarded 1998-2000 HACCP Analysis of the Green River Watershed, 48,000 (City of Tacoma). 1997-1999 Microbial source tracking: Feasibility of a national database, $200,000 (AWWA). 1996-1997 Molecular Epidemiology of Escherichia coli 0157:H7, $57,100. 1995-1998 Public Health Significance of opportunistic pathogens in Drinking Water. American Water Works Association Research Foundation, $335,136. . x 1995-1996 Molecular Epidemiology ofEscherichia cols 0157.H7. Association of Schools of Public Health, $57,143. 1994-1996 Bacteriological Source Tracking of the Covington Water Quality Monitoring Project. Department of Public Works, King County; $25,000. 1992-1995 Fecal Coliforms in Cedar River Watershed. Seattle Water Department; $200,000. 1991-1992 A Practical Method for Differentiation Between Fecal Coliforms of Human and Animal Origin in Shellfish and Shellfish Waters. National Shellfish Indicator Study, NOAA; $84,700. 1990-1991 Tracing Sources of Fecal Coliform Contamination of Shellfish Beds in Northern Port Susan, Seattle;Washington. The Washington State Sea Grant; $54,971. Proposals in Review 1, 1999-2001 Microbial Source tracking in an urban and an agricultural watershed in Virginia, 90,000 (USGS, State of Virginia) 2. 1999-2001 The use of Genetic Fingerprinting for identifying sources and determining the public health significance of coliform bacteria for recreational waters in coastal Virginia counties, 120,000 (USEPA) 3. 1999-2001 Microbiology of Metal Working Fluids, 200,000 (Chrysler-UAWU) 4. l 999-2001 Microbial pathogens in wastewater treatment plants, 80,000 (WEF) • 5. 1999-2002 Epidemiology of manure contamination of surface water, 350,000 (USDA, CoP1, UW share S 100,000) Mansour Samadpour Rcv. 11/98 Research Interest Water, wastewater, air, and food microbiology, identification of sources (non-point sources) of microbial pathogens in water and foods, watershed management, indicator organisms, epidemiology of infectious diseases, molecular epidemiology. Teaching 1989 Food Science 522 Advanced Food Chemistry 1991 ENVH 430 Methods in Environmental Sampling and Analysis 1992 ENVH 430 Methods in Envronmental Sampling and Analysis 1994 ENVH 430 (Spring) Methods in Environmental Sampling and Analysis 1995 ENVH 430 (Spring) Methods in Environmental Sampling and Analysis 1995 EPi 590 (Spring) Molecular.Epidemiology(33%) 1995 ENVH 479 (Winter) -Environmental Research Design 1995 ENVH 480 (Winter) Environmental Health Problems 1995 ENVH 590 (A,W) Current Topics in EH Technology (50%) 1995 EPI 590 (Winter) Molecular Epidemiology (33%) 1995 ENVH& Micro 499 (A,W,S,SU) Undergraduate Research 1996 ENVH 430 Methods in Environmental Sampling and Analysis 1996 ENVH 480 Environmental Health Problems 1996 ENVH 590 (Spring) Current Topics in EH Technology (50%) 1996 ENVH 596 (A) Molecular Epidemiology 1996 ENVH& Micro 499 (A,W,S,SU) Undergraduate Research 1997 ENVH 480 (W) Environmental Health problems 1997 ENVH 430 (S) Methods in Environmental Sampling and Analysis 1997 ENVH 545 (SU) Drinking Water and Health I997 ENVH 430 (A) Methods in Environmental Sampling and Analysis 1997 ENVH& Micro 499 (A,W,S,SU) Undergraduate Research 1998 ENVH 480 (W) Environmental Health Problems 1998 ENVH 596 (W) Molecular Epidemiology (33%) 1998 ENVH 430 (A) Methods in Environmental Sampling and Analysis 1998 ENVH 545 (A) Drinking Water and Health 1999 ENVH & Micro 499 (A,W,S,SU) 'Undergraduate Research Students Advised 1. Teresa Packard Degree granted June 1991 2. Jennifer Bech Degree granted June 1992 3. Paul Seidel Degree granted Spring 1993 4. Avra Cohen Degree granted Summer 1994 5. Michael Kubler Degree granted Fall 1994 6. Linda Grimm Degree granted Summer 1994 7. Naomi Beck Degree Granted (Environmental Engineering) 1999 8. Kathryn Brown Degree Granted 1998 Mansour Samadpour Rev. 11198 • 9. Frances Buck Degree Granted 1998 10. Peggy Yang Degree Granted 1998 11. Eyob Mazengia Degree Granted 1998 • 12. =.Gabriella DePavia Thesis in progress 13. -Jeffery Stewart Thesis in progress d' Invited Sneaker(1997-98) ,. 1. USDA, Manure Management Conference, February 1998, Des Moines IW. 2. USEPA, Region 8, Non-point Source Section, Denver Colorado, August 1998. 3. USEPA, Region 3, Non-point Source Section & Office of Research and development, Annapolis, MD, August 1998. 4. USGS, Richmond, VA, August 1998. . 5. Pacific Coast Oyster Grower's Association Annual Meeting, Nanimo, B.C., October 1994. 6. Protecting Land, Water, and Biological Resources. 90`h Annual Meeting, American Society of Satiety of America, and Soil Science Society of America. Baltimore, Agronomy, Crop Science _ MD'Oct 1998. 7. USEPA Western States Nonpoint Source Meeting, Skamania Lodge, Stevenson Washington, November 1998. Manuscript in Preparation 1. Laboratory investigation of a international outbreak of E. coli 0157:H7 linked to consumption • of unpasteurized apple juice. 2. Application of molecular epidemiology in epidemiological investigation of E. coli0157:H7 outbreaks in Oregon: comparison of pulsed field gel electrophoresis and micro restriction fingerprinting data and their epidemiological fit. 3. Microrestriction fingerprinting a broad subtyping tool for bacterial subtyping. 4. A rapid DNA preparation method for PFGE analysis of gram positive and gram negative bacteria. 5. Microbial source tracking; application of molecular epidemiology to identification of the sources of microbial contamination in foods and environment. Service (1997-1998) 1. L&I: Participated in 12 indoor air quality investigations with L&I industrial hygienists. 2. Washington State Department of Health: Subtyping of E. coli and Salmonella isolates. 3. King County Department of Health: Active surveillance for outbreaks of enteric diseases. 4. Washington State Department of Ecology: Investigation of biological contaminants in hazardous waste site. 5. Oregon State Health Department: Active surveillance for enteric diseases. 6. British Columbia Center for Disease Control: Active surveillance for enteric diseases. 7. Nevada State Health Department: Active surveillance for enteric diseases. 8. Center for Disease Control and Prevention, Foodborne Diseases Division: Assistance in • 9. subtyping outbreak related cultures. Mansour Samadpour Rev. 11/98 f[Imberfy A Wafter,P.E. Project Engineer • Windemere Water Quality Permitting and Design Support -'Ms. Walter is currently providing water quality permitting and design support for a proposed 5000-unit residential development located in San Ramon, California. Work includes: preparation of a long-term storm water best management practices plan that outlines structural and non-structural BMPs to reduce water quality impacts from storm water and dry-weather flows; preparation of a Storm Water Pollution Prevention Plan for NPDES compliance under the California General Permit for Construction Activities; and regulatory interface. Hazardous Waste Management— • NAS North Island Fuel Farm. Ms. Walter served as the project engineer for the construction of a full-scale free product recovery system at the Naval Air Station North Island. System components include: a 165 gallon per minute free product/groundwater separation system, approximately 50 groundwater recovery wells, and a 3000 lineal foot groundwater conveyance piping system. Responsibilities,include final system design, permitting, construction- oversight, review and approval of field changes, shop drawing review, and quality control. • Relining of 250,000 Gallon USTs. Project Engineer for the relining of two 250,000-gallon underground concrete fuel storage tanks and the testing and repair of approximately 11,000 feet of underground fuel transfer piping at the Naval Air Station North Island Fuel Farm. Responsibilities included: preparation of project work plans and specifications; regulatory inter-face including preparation and negotiation of permits and two Regional Water Quality Control Board variances; and construction management. • -SPCC Design. Project Engineer for the design of spill Prevention controls and countermeasures at various above ground storage tank sites, Naval Auxiliary Launching Field San Clemente Island. Designed secondary containment, overfill protec-tion, and drainage systems utilizing Navy design guidelines, SPECSINTACT software, and cost estimating protocols. • RCRA Part B Permitting. Project Engineer for the preparation of RCRA Part A and Part B permit applications for the renewal of a hazardous waste facility permit for the U.S. Navy's Public Works Center facilities UASBnelaerWOvdl�vSrdC/ydBm WIRESUMES1,017405r.0021i8.NOv,WSOG 2 Kimberiv A Waster,P.E. Project Engineer at North Island Naval Air Station in San Diego, California.- SVE System Design. Designed a soil vapor extraction system to remediate vadose zone soils contaminated by r. chlorinated hydrocarbons at the Phoenix, Goodyear Airport Superfund site in Arizona. Prepared layout and design of system wells and piping to accommodate active industrial and dormitory areas; general construction and drilling specifications; and system design and operations and maintenance manuals. * • Remedial Cost Analysis. Prepared an engineering evaluation and cost analysis for the remediation of 850 tons of soil contaminated with mixed waste and non- RCRA hazardous fuel-product wastes at George Air Force Base in California, as part of a CERCLA nontime-critical removal action. Evaluated remedial alternatives including incineration, low-temperature thermal desorption, and land disposal with respect to cost, effectiveness, and implementability. -V w(t • Bioremediation. Prepared a work plan for an in-situ bioremediation pilot study at a former crash training pit at the Marine Corps Air Ground Combat Center in Twentynine Palms, Califomia, for the U.S. Navy Public Works Center. Addressed operations and verification sampling methodologies and quality assurance/quality control protocols for bioremediation methods including nutrient addition using nitrogen and phosphorus, composting, on-site fermentation, and nutrient enhancement by enzymes and surfactants. U/TSSle/oe/WeQdWe/dClyde WIRESUMES017405r.0=16-Nov-OMDc 3 MOFFATT & NICHOL ENGINEERS CHRISTOPHER K. WEBB Coastal Scientist/Planner EDUCATION B.A., Physical Geography,-San Diego.State University,.1986, Graduated with Distinction in.major. M.A., Geography, San Diego State University, 1989, Sea Grant Trainee. EXPERIENCE Mr. Webb brings more than seven years of experience in coastal geomorphology and three years of experience in environmental and planning review. As a Sea Grant Trainee, Mr. Webb studied the morphologic response of 3 small tidal inlets to forces of waves, tides and floods. The work involved field surveys and numerical modeling of tidal hydraulics. Mr. Webb has also attained experience in land use planning and CEQA review. Prior to joining Moffatt& Nichol, he served as an environmental planner for a firm in San Diego County. His responsibilities included managing the preparation of Environmental Impact Reports, and analyzing environmental impacts of various projects. In addition, Mr. Webb has interacted with various public agencies in obtaining permits required to implement proposed projects. REPRESENTATIVE PROJECTS Capistrano Beach Outfall, Dana Point, California Mr. Webb managed and prepared the study of shoreline impacts from extension of a storm drain outfall onto Capistrano Beach. An existing storm drain outfall is damaged and is proposed to be lengthened and • fortified. =The study was done to identify potential_impacts to the beach such as erosion or accretion, or modifications to sand transport at the beach,and the vulnerability of the outfall to potential damages. Treasure Island Resort, Laguna Beach, California Mr. Webb is reviewing a previous impact assessment to render an opinion of the work and to identify feasible alternatives to remove a concrete structure on the beach. The alternatives may include construction of a structure with a naturalized rock appearance to provide the benefits of sand trapping while being safe and aesthetically pleasing to beach-goers. Encinitas Comprehensive Plan, Encinitas, California Mr. Webb manages the preparation of the technical report serving as the basis for the City's Comprehensive Plan to address bluff recession and beach erosion. The project is an effort to specify and implement bluff and beach erosion control city-wide. Bolsa Chica Wetlands Restoration, Orange County, California Mr. Webb is managing the hydraulic and littoral processes studies for the Bolsa Chica Wetlands Restoration Project proposed by the Bolsa Chica Steering Committee. The project calls for restoring approximately 1,000 acres of wetland and constructing a new tidal inlet through Bolsa Chica State Beach. Considerations include maintaining a muted tidal regime in wetland areas surrounding a full tidal basin through hydraulic controls, and designing a stable inlet without significant interruption to longshore sediment transport. Reconnaissance Report, Oceanside, California Mr. Webb managed preparation of the Reconnaissance Report for the U.S. Army Corps of Engineers to estimate potential damages to coastal development by storms with various recurrence intervals for existing and future(50 year) conditions, and damages to development with shore protection alternatives in place. • The work involved field investigations, development of models to estimate structural damage from wave impact and inundation elevations from wave run-up. . kaanr46s MOFFATT & NICHOL ENGINEERS CHRISTOPHER K. WEBB Coastal Scientist/Planner Page 3 impact Report (EIR) for the San Fernando Road Corridor Redevelopment Plan. The project area encompasses 750 acres of industrial land uses in the western portion of the City. His work included serving as liaison with the client and subconsultants,managing the budget and preparing the document. PUBLICATIONS "Carlsbad Opportunistic Beach Fill Program,"Proceeding of the California and World Ocean Conference, 1996. i 'Morphodynamics of Southern California Inlets,"Journal of Coastal Research, volume 7, number 1, pages 167-197, 1991. "Morphologic Response of an Inlet-Barrier Beach System to a Major Storm,"Shore and Beach, volume 57, number 4, pages 37-40, 1989. MEMBERSHIPS California Shore and Beach Preservation Association(CSBPA) Serves as Secretary on the Board of Directors ,s Association of Environmental Professionals Applied Geographers of San Diego American Planning Association -�- AWARDS • A Olin Fund Award by CSBPA for outstanding student author, O.A.C. Williams Award from the Association of American Geographers for outstanding student paper; Outstanding Graduate from SDSU Geography Department, 1986. PRESENTATIONS "Carlsbad Opportunistic Beach Fill, "presented at the 1995 and 1996 Annual CSBPA Conference. "Stability of San Dieguito River Inlet, "presented at a workshop sponsored by Southern California Edison in December 1991. "Oceanside Reconnaissance Study, "presented at the CSBPA Conference in November 1994. "Morphodynamics of Southern California Inlets, "presented at the Annual Conference for the Association of American Geographers, April 1988. "Storm Effects at the Tijuana River Inlet, "presented at the annual conference for the American Shore and Beach Preservation Association, October 1988. • r�� Elizabeth iureick,P.E. Senior Engineer • AREAS OF EXPERTISE REPRESENTATIVE EXPERIENCE • Civil Engineering Ms. Zureick has 23 years experience in the design and • Wastewater construction of water, wastewater and reclaimed water Engineering projects...She has..served:as Design.Engineer for a number of (Treatment Facilities) projects throughout the United States, including projects in California, Arizona, Pennsylvania, New York, Florida, and • Water Reclamation Georgia. Her professional capabilities are demonstrated by EDUCATION the following partial list of assignments: • _Design Engineer for the South Bay Water Reclamation University of Cincinnati: Facilities project for the City of San Diego (under M.S. Civil Engineering, construction). Project responsibilities include design of 1977 the primary sedimentation, flow equalization, and University of Cincinnati: chemical facilities as well as the hydraulic analysis for the B.S. Civil Engineering, entire plant. The plant is being designed to initially treat 7 1973 mgd, expandable to 14 mgd. • Design Engineer for improvements to the La Salina REGISTRATIONS Wastewater Treatment Plant aeration tank for the City of Civil Engineer: California, Oceanside. The 5.5 mgd facility provides secondary No. 48030, 1991 treatment using the activated sludge process. The project • Civil Engineer: Illinois, included designing remedial measures for the failing tank through pressure grouting and/or piles and grade beams to No. 37006, 1978 stabilize the tank. Other elements of the project included PROFESSIONAL a new aeration/clarifier tank, consisting of an inner HISTORY circular tank and an outer concentric ring aeration tank; a new effluent pump station and plant water pump station; Dames & Moore, Senior new fine bubble diffusers for two existing aeration tanks; Engineer, 1993 --present and replacement of various grating, handrails, floorplates, Greeley and Hansen, and piping. Associate, 1975 - 1993 • Design Engineer for the preliminary design of the primary sedimentation tanks for the New York City, New York, AFFILIATIONS Newtown Creek Water Pollution Control Plant Upgrading. National Society of Design included 12 primary sedimentation tanks to handle Professional Engineers a peak flow rate of 720 mgd. The 239,000 SF primary tank structure supported a residuals building, two odor Water Environment control buildings, an electrical building, a laboratory Federation building, and parking lots. Construction Specification . Construction Coordinator for 23rd Avenue Wastewater Institute Treatment Plant, Phoenix, Arizona. Coordinated the Society of Women addition of a maintenance and storage building, operations • Engineers and personnel building, and a laboratory expansion. • Project Engineer for the Three Rivers Water Quality Management Program, Atlanta, Georgia. Assisted in the INS 081asrWOQdwardC/yde w.wESUMESIzur8ick.d06I8-Nov-99\SDG 1 BMW Weld,P.E. Senior Engineer review of designs and reports submitted by ten program • consultants and preparation of a 201 Facilities Planning Update and a report on-the post-aeration of secondary effluent. The program included upgrading three existing wastewater treatment plants and adding new pump stations, storm water treatment facilities, and transmission -, pipelines. • Design Engineer for sludge digestion and bulk oil storage facilities for the 210 mgd Southwest Water Pollution Control Plant, Philadelphia, Pennsylvania. Digestion facilities comprised sixteen 95-foot diameter anaerobic digesters.Control Board variances; and construction management. • Project Manager and Design Engineer for Title 22 Treatment Facilities for the San Elijo Joint Powers Authority. The Title 22 treatment facilities are master planned to treat the plant's ultimate capacity of 5.25 mgd. The initial filter phase was designed for a capacity of 2.5 mgd. Primary treatment elements included a feed water pump station, rapid mix and flocculation facilities, filters, disinfection facilities, reclaimed water pumping facilities, • a chemical storage and feed system, and an operations building. This project is currently under construction. • Design Engineer for the Los Angeles-Glendale Water Reclamation Plant Expansion, Los Angeles, California. The project involved the expansion of the existing 20 mgd water reclamation plant to a capacity of 50 mgd. Elements of the project included bar screens, influent pumps, primary sedimentation facilities, activated sludge secondary treatment facilities, effluent filters, and chlorination and dechlorination systems. Responsible for the preparation of a concept report and preliminary design of the facilities. • Quality Assurance/Quality Control Manager for the San Pasyual Valley Wastewater Management and Water Reclamation Facilities Plan for the City of San Diego, California. The study included the development and evaluation of facility plan alternatives, including meetings with identified reclaimed water users; development of computer modeled for a reclaimed water distribution system for the Cities of San Diego and Poway; and, • preparation of a Basin Management Plan for the recharge and recovery of reclaimed water in the groundwater basin. UUSUIriIIIBrWIJO4l�R�CIyGB W:1RESUMES%zureick.doc119-NOv.MSOG 2 Elizabeth zurelck P.E. Senior Engineer i • Design Engineer for the City of San Diego Alvarado Water Treatment Plant Expansion. Project involved the expansion of the existing 120 mgd plant to 170 mgd. Facilities were designed for ultimate plant expansion to 212.5 mgd. Responsible for preliminary/final design of three 48-foot gravity thickeners to concentrate sludge from the sedimentation basins. • UAS6relnerWood�rsrdClj►de W:1RESUMES12uraiCk.doCN18•Nov99\SM 3 APPENDIXB Schedule of Fees and Charges • UASs�I�B�W�O /UCr/irk W:IPROPOSAL1975800290OC21PROP•AR.DOC%22•NOV•99%SDG i SAN DIEGO OPERATION 2000 SCHEDULE OF FEES AND CHARGES The following describes the basis for compensation for services performed during the fiscal year 2000. This Schedule of Fees and Charges will be adjusted annually on November I of each subsequent year to reflect merit and economic salary increases, and changes in the expected level and mode of operations for the new year. The new Schedule of Fees and Charges will apply to existing and new assignments. PERSONNEL CHARGES OTHER PROJECT CHARGES The charge for all time required in the performance of the Subcontracts and Equipment Rental Scope of Services, including office, field and travel time, The cost of services subcontracted by URS Greiner will be at the Unit Price Hourly Rates set forth below for Woodward Clyde to others and other costs incurred by the labor classifications indicated. URS Greiner Woodward Clyde will be charged at cost plus Labor Classification Hourly Rate($} 15%. Clerk' '49 Communications Technical AssistanUWord Processor'_ 55 The cost of communications for office telephone, telex, Technician' 65 facsimile, postage and incidental copying costs will be DrafterAllustrator' 75 charged at a flat rate of 3% of total gross labor charges. Assistant Staff Professionaf 85 Cellular telephone and overnight delivery costs are not Senior Technician' 85 included in this rate. Lab/Field Supervisor' 90 Staff Professional 90 Computers Senior Drafter Illustrator 95 The charge for use of in-house computers for analytical Senior Staff Professional 105 calculations, database management, graphics generation, Assistant Project Professional 120 modeling applications and other similar functions is$17.00 Project Professional 135 per hour. The charge for use of Computer-Aided Design Senior Project Professional 150 and Drafting (CARD) is $25.00 per hour and for use.of Consulting Professional 160 Geographic Information Systems(GIS)is$35.00 per hour. Senior Consulting Professional 170 In addition to the above, there will be a charge of$5.00 • Principal Professional 180 each for paper plots and$15.00 each for mylar plots gener- Charges for contract personnel under URS Greiner ated by the CADD and GIS systems. Woodward Clyde supervision and using URS Greiner Document Reproduction Woodward Clyde facilities will be made according to the In-house reproduction will be charged at the following hourly rate corresponding to their classification. rates: When URS Greiner Woodward Clyde staff appear as Size(in.) Black&White Color expert witnesses at court trials, mediation, arbitration Letter thru 11 x 17 $0.10/page $1.501page hearings and depositions, their time will be charged at Other $2.75/page $250/hour. Specialized Equipment Overtime (hours worked in excess of forty (40) hours per The cost of specialized URS Greiner Woodward Clyde week, or as defined by current wage laws) by exempt equipment will be the fixed rental rates set forth in the personnel will be charged at the above straight time hourly Schedule of Geotechnical Engineering Laboratory Testing rate. Overtime by non-exempt personnel (classifications and Equipment Charges. identified with an asterisk "*") will be charged at 1.3 times the above hourly rates. Vehicles and Mileage Special project accounting, reporting and financial serv- The mileage charge for personal vehicles used on project ices, including submission of invoice support documenta- assignments will be the then current mileage rate estab- tion,will be charged at the rate of a clerk. fished by the Internal Revenue Service for tax purposes, which is currently$0.31 per mile. LABORATORY SERVICES URS Greiner Woodward Clyde-owned vehicles used on The charges for laboratory testing performed at URS project assignments will be charged at $60.00 per day. Greiner Woodward Clyde facilities are set forth in the The minimum charge is one-half day. Schedule of Geotechnical Engineering Laboratory Testing and Equipment Charges. • This fee schedule contains confidential business information and is not to be copied or distributed for any putpose other than the use intended in this contract or proposal. Reference No. W%wP.FEESCH&DXLWFEE ALL • 1 MOFFATT & NICHOL RATE SCHEDULE FOR PROFESSIONAL SERVICES Effective July 1, 1%9 Until Revised h LAA SECATION HOURLY RATES PROFESSIONALS SUPWAsory Engineer/Scientist S 142,00 Senior finginee!r/Sclentist S 131.00 Engineer/Scirntht III 3 117.00 Englaeer/Scientist II $ 106.00 Engineer/Scientist I $ 90.00 Staff Engineer/5cicifist 3 74•00 TECHMCIANS Senim Technician $ 105.00 Designer S 100.00 i CADD IT S 80.00 CADD I $ 64.00 i CLERICAL Word Processing S $9.00 Gencral Clerical 3 53.00 SPECPAL Principal Enginecr/Scicatist S 175.00 Court Appaarames $ 250.00 f REMBURSABLE EXPENSES (Unless Otherwise Provided in Written Agreement) Subcontracts or Outside Services cosr+15% Reproduetlansg -In House Mylar Plots(B/W) S2.00/SF Color Plots $4.00/SF VelUtun Pots(BM) S 1.00/SF Bond Plots(B/W) •30.50/SF Drawing Reproduction Cost+15% Document Reproduction S0.10;shect Outside Reproduction Cost w15% Travel Company Auto .S0.31/mile Rental Vehicle Cost Airfue Cost Meal9 eyed Lodging Cost .7AN 11.20aO 5:23PM MARSH INC eJe L �''`' i'^� ,: + � !cfiATIPICASENUNBIR PRODUCER Flle M�/1�0�1 THIS CERTIFICATE 18 IdSUEO AS A MATTER Of NFORNIATION ONLY AN;CONFPRA MARSH RISK B INSURANCE SERVICES 6W.�V NO RIGHTS aPON THP CERTIFICATE 11014CR OTHER THAN THOSE PROVIDED IN TMS ONE CALIFORNIA STREET-5TH FLOOR POLICY.T3I13 CERTIFICATE VD5S NOT AMEND,EXTEND Olt ALTER THE COVERAGE SAN FRANCISCO,CA 94111 /b%o✓Cd 7-0 AFFORDED BY THE POLICICA DESCRIBED HERTIM. COMPANIES AFFORDING COVERAGE COMPANY 0078-WCIA-00112- A NATIONAL UNION FIRE INS.CO.OF PJTTSBURGH,PA INaVRED COMPANY URS GREINER WOODWARD CLYDE 2�7 a ST. PAUL FIRE&MARINE INSURANCE CO. 100 CALIFORNIA STREET,STE.500 SAN FRANCISCO,CA 94111.4529 COMPANY C AIU INS.CO.1 AISLIC-PROF.LIA6. COMPANY D NIA Tf)�a4ttlfi�914 afntrimWily Iwo 4 Moote, 9 TMIS IB TO CERTIFY TIiAT POLICIES Of INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HE9IN FOR THE POLICY PERIOD INDICATL•D IYOIWITHSI'ANCI NG ANY REOUIRCMENT,TERr4 OR CONDITION Of ANY CONTRACT OR OTHER DOCUMENTWTH RCSPECTTO WHICH THE CERTISCATC MAY SE 13CUM OR MAY PERTAIN,THE NSURANCE AFFORDED BY 711E PDUCIEB A:.SCROEO HUMN 1S SuBQECT TO ALL THE TER1Ms,CONDMONS AND EXCLUSIONS OF SUCM POLICIE3.LIMITS BHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [O I POLICY EPffiCT1Vff POLICY EXPIRATION 'TR TYPE OF INSURANCE POLICY NIIM9ER PATE IMMIOOryY1 DATE IMNIODJYYI I UNITE A GENERALLIAMCITY GL457.05+4 04/01/99 04/01/00 2.000,000 GErJ+~F1fL1 Aa3GREGAT $ X COMMERVAL GENERAL LIARIM PRODUCTS-COMP OP AGO $ 2,000,000 CLAIMS MADE a OCCUR PERSONAL 8 ADV INJURY 1,000,000 OWNER'S b CONT"CTOR'S PROT EACH OCCURRENCE S 1,000,000 FIRE DAMAGE I one M 5 1.000.000 IVIED EUft one $ 5.000 B AUTOMOSILELIAMILITY CA00200102(AOS) 04101199 04101100 COMBINED SINGLE LIMIT 1,000,000 K ANY AUTO CA002003030EXAS) �yALL OWNED AUTOS CA00200304NIRGINIA) pODILYINJURY SCH6DL1LEDA1JTOS CA060MA4053(MASS.) (PaPKexn X M:RED AU'08 I PODILY INJURY NON-OWNED AUTOS l {Per eccldenq I s TO FOP ;I j PROPERTY DAMAGE I$ GARAGELIAMLITT GAITL 77 1 +AUTO ONLY-EAACCIDrNT ANYAUTO CTTY T d12EY OTHER THAN AUTO ONLY., i3 j: CED 5 OTZ tl AWREGATE EXCESS IJASILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA PORM $ VUAK CUPLOY 5 C IAPELI+ATI AN WVA0293901 101/01100 01/01101 X J TOIABIY RYLIMITS E ALL STATES EL EAC44 ACCIDENT 19 1,000,000 THEPROPRIETCRI INCL El.D18F/18E-pOLICYLIMIT 1,000,000 PARTN$RSIEXECUTIVE 1,000,040 OPFICERS ARE: CL a D wr;-EACH EMPLOYEEI S OTHER ClaimNgrmg9I8 C IPROF.LIABILITY(UO) 619 2779 04101/97 04101100 1,000,000 CLAIMS MADE FORM. DEFENSE COSTS WITHIN LIMITS. 1 DESCRIPTION OF OPERATIONBRACATIONSNEMICLEBISPECIAL ITEMS IuMIT8 MAY HE 3URJECT TO DBDUCTIBLC6 OR RETERTIONS) nRineering services in support of Identifying r}elirmInating bacteria In urban runoff dl6cherges to Huntington Beach. Project No.:9758002SO0.02-00000 The above datalled coverage is not subject to any deductible or seVnsured retentlon,or any other form of aimila►type fin itatlon. Professlonal Liability Retro:adve QWW 121051,7 Sea attached for addhlonal wording. C RTiFiO Tta Oi-1a�!R :+ GANC£ti4.ATI'ON ahvAo ANY ap ri a PDLJD;Ba APROR18ED 1etRE'N al:CAWCI:LL£d✓lIPon THE€)r;P NA WN DATE TnERFAV. THE rMCLOW AF00110111M GOVERA49 IgRL E9MVWW NAIL_—W QAYE Wk1TEN Nor='O 'Np CITY OF HUNTINGTON BEACH CCRnF[CATE PK LMR Iwreo+,r aarl, xule®Itta alp ATTN: ROBERT BEARDSLEY, DIR.PUBLIC WORKS 2000 MAIN STREET +I HUNTINGTON OEACH.CA 92848 MARSH 114A INC. 9Y: Leslie Canon . " .' • ' M 1c�ia�f v tl�,•� •rii:•prly�iaa `JAN. 11.2000— 5:24PM MARSH INC NO.266 P-3 osYECMMrncnvi PAoauc!a COMPANIES AFFORDING COVERAGE MARSH RISK S INSURANCE SERVICES COMPANY ONE CALIFORNIA STREET-STH FLOOR SAN FRANCISCO,CA S4111 I: COMPANY F 10079-WCIA-00112- :NsuR�G URS GREINE=R WOODWARD CL E COMPANY 100 CALIFORNIA STREET,STE.$00 G SAN FRANCISCO,CA 94111-4520 i CAMPANY H T The City of Huntington Searh.its Agents,its Ofrl ars,Employeas A Volunteers are included as additional Insureds with respect operations performed by or for the Named Insured as respects General&Auto I lability. The foregoing insuranee is primary and non-cantributory with any other Insurance earned by orfor the baneflt of the Addltionat Insured. Walver of Subrogation applies as respects Wor4rs Compensation to the extent where permitted by law. f I I ' CITY OF HUNTINGTON BEA•H ATTN: Rost=RT 13EARDSL , DIR.PUBLIC WORKS 2000 MAIN STREET HUNTINGTON BEACH,CA 640 Pa 2 I.VCLEMES COPYRI TED MATERIAL OF ACORD CORPORATIOV. WITX ITS PERMISSION. f r Urban Runoff & Coastal Remediation Plan �Yr ,rrt,.1J.t j�3•` 7 r Y. u�'j+' yy w� <4+:?- -_r'� y�s3c�. S' �s�-� [, Q, ,4M s� okp� °1 �T- }fir r^ j� rR-y„ - F7�fki � `f rri•� n`'Y 'r ti + it a�-8 S'Z 'r�y r� +ar..6�$..=i3i`�rsrY rf'� r^'� •'�+ �,�� fi 1 vim 4 ,a il-viC h,-+kti "' ita,}f ,k C th r 7 } "Y3�r aA r. fC x3'Y:ri4 xisrak .t�t� u k �' r!� t• �r `r�'9 1 r1�' i'•a{}s'-s� { c + i - n7•I+s+�' 1 �i 7s }. `E rs sY 4 1 dF 7 h �h[fi'Ya �{wl 's •i4 -- '{' a.e,. .4'! 'FS L •z xk W r �r r- ,n`y`` }ei .� t3'' ' ��*.Y zy` r "tK •.rilr d' -}4E. �d sass e*a } 1'r f+� .rykuT 1'}�5 V`'3' » NINE". '�3 t � till. r +''} i 1 i r v rz t r ✓kf sx�ri� My ti 3 r1` _ i `,4p- }' y�, ryil�1 S 'Nil. t r nx _ 1 �. f ^tC''{jR Jr•-;K'€q - t K�'t v,c`t�.���". ;Sr,�-R�s{{fr 1�.e4 3�e�- 1-} x,� --Y`+tl s , �,{�.a s ri Z r 4 V ba n RU } a€f &t �� asta SRa,+y�.xlfa i'.slc 'r lr:. +n7t'i-�c4d: r 'S,t4°rlv s'r1r-r - a ,n a ,[•+ s -r. r• ru yl �44 [. y..� �-rx �� •-r� �!R? �t .�h r �rF r-rt r{ taRemediation ��Act�on��Rlan � 4��y { � ' -Ti•hsfn�3 :`xY`Zvi-� -}, ,,c�, s'�f,+i1^�»Y. ;- F b'YSLOA -r Rat - �r �^��r•;•��� a- s -� t �r a ri�grt� '-�' 'sir irL.(xe ��`�•�rSo���• " xy r YS y xrr x o rrtrr +*d t �yrr t_ry_}•' x r r k5�v`t r r y f +F.i CE+tF.s, tt, r 3, t r hr,_.. -- fIxr {E"'x tr x rf fit] Fs f� cA rs : rty.ftFEnvironrnentatxG � y> CSC F;t��J r•-r [ s r N' i `�V t ;i.!T a t -sn x'r '- +y.t`�Q�.}f{+"t { as�n+.d�fti2Jfj•�r�� a i r��'�i t rN�'fir! AV, t° _ r s-rx- trh�r��s"-�r�mtik cv. 4+fir /r { i "Ftnf /� r+rIJ{ ,#� t#5'}-. srt..''ti� - w' �`vs r r:C -rJ''i n �SL�pportM_5�I Y I4��7 t� S#YY} x� srr�, �- 15'] �'1a ! M1' j^r�d +` - r' s` a`TsG -�f k _ X ��•` Mtn,l•3i•. rSh-S"}�$'�'' .�A'Ji 7T+* - t2€ i FP1r-t.x`tsrF. e r-Yr°r y�rj r Y s-r It rl-F°La$r'p `,3 {[ -7rs`Y� s � r- • +`A X'✓. ^ �`p.*�#Kr 7Y.f-•a�`e{ S' 4" _r _- '3E�� ;�s Fr.�_- �,� ---,}.,•11'1)�• 3. .. � � -_f-ruC y aY L, }Y _�. _ ww '-x1ai S ,�1F•�}t'. r °9` Lrrti r #1�'s t r r�-'-[4tx-4 4 --f a + x=`ter _.- �,�r i�y�7+t , s ,,fR7<��Y,,, v •�'s�r�rr'� `€r t r at _x s t��Y 4` .Y.� �Y t� tp�t•�� �. G--t �y.! #� � .�, �7-i=�, a.� r.�?Nr,4+ ,!• 't r ik t ski '17F� f�"Ai}� �``'r°T, .i ry ���t' ���-1t`4�*��.��'ii"'F `„t'�ti ]] s���}�'4� �x��A� �*rr� �w'r•R'r{�+! r�'e � _� J_ _ +t '' 4r r e r. r•� _lr s *a'filir. l --1 n N$ x' �r"I'. -r'#'�i 4'd �. R w T y '3ai � ''�'7 Ci c, _ _t 53}LL - i'.r..L iL, i r�;9l�1'S�r_[i'-�'tr..awG_ti-k^t dk :,r_, ..,,'F.i,I^ .h"_:n�..N*�'roui+•.riL. _`1�3' c�l#� V l r ;A� W 4..aJ .,�... IJ.I n "r 4'r" +_ 'r fdd�79' l !'_- _} &Y'r7dt�'��, zw.a pit` 7hi�}{,,t�s. 8 h •t 9' U� 41 R-' .!Az r _ r i Y� .f SS L? 3r .FWsd'a Y Y• ''§`�Y7-MIX '�.3}1 '�{sUail =j,;�i. it n 1. t rq v+a' i rs if •ti1rr € 'Isr r 't } r .tyr � �` i p J 5 s,y.�sirr i' Y(r• + J :,�J rir - Rr dj a �'T r banRunoff�Actao ; SPlan�krl �'�Syl - - rF�4+ t'y "t'. xyyr-N- r lF3r• SSYt �K' rk7 -L .r3` Fr�LyytP� '- .i: f u Mr, f6 rr i h uc:+s Ef�ziF �k7 r }r r a ; F+;Causes Of sporadic ocewconta minatron�. >r Y >'r.l �+`•7a-4Le ,p 7!c�y y iiFs Lx-r' 'h 3i• ! '�cJfr s$'tl 2{�Fd'r'r r'� t 6 + < +y �i s a x ,��`>remain�unconfirmed.� ��rtt ,r � �,k �� t �� ,'� yh'. GIn •.,- hh r,j -4`Tl t[i - .A -n ;r{rr" .#-� t-g f�V,- rFtl}f=1 .tigl7r } i bra Tf rsro � , XF '�{Yt,} :S i z�ar}..ns`r4. t ' Sewers and4othery single sources were '' { { yv�Y9�+'- �y -�k ar 4�7Y }.1T -+F`!k•°3�"sYr rh k �},.-ice V. � examined�an6{ 1" nated�as problems.L[��q� �5�rF}rf"J lit ,r t{��,•ly J�� tS� 4i r+'�+r`A F��t rr>h---:4 H. ��*ir� fi 1"s d•'f�i� � �15�[;�••�F`� Y � �}7[t 7 r e. •f x to z, 4. t a x.a` ,Nt - wStor-M- rai pump`�statlons were drafted�to* � �Rk•�ra t r�et:t r,���,rt f,s r ��m� Nax g,, -kf sewer�,Sy5te�11 � :ypiCt�R �u 23+rr �rl4 rjr -_`�.'! •r 'r1' Sr -, �r'trr'".Y ..'or•c�s r, �E""�i ,rd +� -$�v a a t; !'E ti_ �r -iS a x ' y�sya SoecialgwtresourceS,,are re Lad;to further - R>!°£ 3 - c t G^' -t e S•^'L - ].L *+fir �ti t . r s vt k .+'`��t tr•v ` '> - L d S tfY hP iri �°lIA -,I)l l�f 2 J j' !`° h 3 { r�r[de iti 7 potenba r sources, � �,� 51 Y yfk�74�77 -i . ''�r'S ' - t - 'r �. - r.' r 1rS rt }rt r -� r�z Consistent with the;PIII! Director's,Acdon,Plan , ,YF x �L approved onf9/20/95R, � d S�,xs�'�a��ti} ,�ktl� `' aLr�i�!'x.� �` a nl ° yrr [ 1.•FBUSI� utt¢�r.�.�' I. �.}� L` F-� January 18, 2000 Public Works Department 1 %�a Urban Runoff & Coastal Remediation Plan Y'` ` Y�� -e r k� -,�'"1!a`4 ,.�'r!C'] ye+lx;- 7 s".'}� -@ �rp� .�" 4 Yr.ir-n�c-�� 4P �'-' tt ''•*'�-srShk. Flzj.'Fr'i, xF {�'rlark k�k1]`f7��t�1• +xYriry� 6j�eJ}t% - . y � kSpeclalRzed�. phiechnlcal + f�a� :.�a F S li4 f h C Y t sue, 1 3 r,� /[ i ?': y 3 - i fi --�sr'N I4 1 �S st F t� 1{rY a 4 !_ tr Ste- kC J23# wIr 5 fir' L[1t�r ��"r r¢ i Ys'SU it�.5ervideS YrylbJ J ■■ r-('14r -i r - �i.5 -firffw, ',+, at t 3 r tS rlr ,t ' '�ius - Z.t, tS'V JJ - - �} t r SrS* }, •sv.a .t� s ;' ? ♦ Subsurface �nvesbgatronsrri tM1 �f {� �f rg rrt xr�1.-1 tc "i+f�.{"r:-'"- n q -d- r!tt-1 f ys ESL Z 4t .2 .F.F t h`5 ;',u ur �r9_ a ,i.*AEnvlronmental engineenngi.for;,utrban}runoffs {`y; a--lYn ryE 1}�.-,�-S M rl'1'-�I kw-�4:C.+?�FS-SE-�� V N[f �lf[f K `F- MVA z�� treatment and„permitdn9 ski �a ,�, t ;, �� t _ �: k i t .,crr'd-rp�r,7 �' _ 1 r_�•''rt Ydt7: r xS� - - •e -70Y-t5'��r�Cc�6-:5 •"L'-.r.:< " �i ;F� r3ll,Analysis of-ocean curr+�en� t=ands trdal effect_ s-- -�, d `f3-,,r- 7-it -f'•'xah+t�F ,s'14,t ,r r{..i UL L y[ •,, r f 1 '� y ��Pump.stagonldiversion�designr Fes,,,;tyAj r�r Ay „�3sf�k+.P?�J r c5!^•'rS, �It'Sktr Sr}j cl;S t- c�` �Gc° Proj..t bOrFdinl ation� �A� �r�; �j .; ! r t S �� ►=.r ' .;r.•af''N '.••ir�'�SiS-'"t+rF�M.✓e L°.Y�r•4Y Stf`4 1�'�. �3k' s 1+ Work w�llrcomplementr& supplement'other _,j � 301 �V A �r�dY studies both ontt o,ngand�completedr� � g ~r t tiot trlar i � e - �x} W 'x•t '�.re 7f" 3�Y"T'•�`rL?r � � �F p��y. rSr�e fie' y, #i� '7.{��';y1+1-s'4S- - f P'AA a�.HS'a` kr S - s' 7�"r�+� eYc 4c�'l r ✓i, S`2 �'�:,a �*.2" �3,e's�'i � � r���,:•1 -4�+�"�'� � �,��`'`It����`�.�yr��f[��� �=fis�r����; i' 1i +`�'�71''� <r r y�iJJ "if" �557Y�ir�3rS F.y S tkS1L�SY �j�fa e� vYJ k� f '9� k .' 7 Ff yy�}}•��S 11}hfYM4f rlk`gSr k.`!' y4i iihia�'I A`r r :rtM.'�'ttF N -� S "K1R E+ TCein'lgSa�}<J,u� tt^,,,r Y_•:- { L t- r�...'1 "A 2 + 'S;ft �.- - z.1�ti i' "�' -r �}� ,Probed .Od Ji 1e )r - -.5 h '1 rI 45k§ < Yr<.t5 ryr - r �Y-t!s$.r3' ���, 3g r4 vk7`nSrry� r7 r` 1.fr�Slir= �7;lr�i•.r.r � , -'�' - r's'rc- 'sU 43-'� f" r'URS�Gre�ner�Wosodward=Clyde4i�} f srKa t h r ti ra x ° T+ 4 F rf.>:V" •�}''kry � [2" 9}7 k 3a v 1:Y TI i-calf', f FFx .F J f Nr�f: r Chu r . '�r7ak s*.;cur ,r�r ' .-w ..ei►elop�workd plan f&=review existing� k . 'A..i4kt °c%tF Y s k ,�iirr .- kk1 1 S'- rSSSSS r}f r:j r r "V[ a' 1�rrF f yFr•< -tK ¢r + }� �W f -r` i� information r `' ter, s'"i:i' - f_..{:tk��J/�5 rS i��� ` �Conduct1watershed3sanitary+�Su1 rey.7tY r3 Z Y S - t JJ �i�gfrl3 P. 1--• lr_-1'r'rh1 Fr � f .� � �i •�1� �t�-s�a:k . ?��f r� _-=i�#!` cr t�' r'+�i k' 1 t#'•{ t '"i',t a n FS["' ]Talbert Marsh ?M1• fi �� zr zr } ill, z d ; `t [a..;o'!S r [;r r�rr, t 4- `'.i $lh rr i-� �i[{af --`�` '� r d i f tr}rrY. r �tr+ v ert vX J. r a yi M ._ s 4t w #�f �o-t �rxr -,lv. x riT'x i,.L 1 1} 8 re 1 i 4 d w '� Santa-Ana-River i +d ',� ? '�a'' r.i �r✓,� k r _i:_ l +,,rr v Y �a# a�� r , px-t3sMt-f-; z { - -- Gk�`P'�' `Iy-Kj- .,,g7F� 'v�rl r a} ,:.'ri>v4;} � �$tks { Ga�sConduct-1focusedjsouraRit tang a h fi� -ua[rlr'ter-- -- i +t a kk l M t{ + caF xks 3r},#cf�r r �•i1 5 4!' "� -r.t i[= cti F Yi'& F !'.r"' - t_ r4' .� x' -`'•`• ` �x ��Performoceanograph�cstudes��ti[� � L- fYi f lc'v"tt k ,y. --yt'•. ✓rt f `\i I r 7 -1. Wlhy. r lea#•M �rrtX Y -YMS`r( CST 4 VIM,"Qr 1•- f 4�4 S iFy, tkhrh .fy F 5' M1 )vIJde�feas�bil�tyr, alternat�ves;for(Storm �5 {,r� � ! ''.{��t r*� k'kt+;"'''' 3�1e4`�1�! 'lr?' *�f•Y rfd y.�"'$f,»c.t [,:iS r try y a�tAa• .TT u lk ��YxS�;�4�?�iN':x�t5 Sa����,�.r-f-c.�sf.���J�i`3a,�iE�r�F� Y•T.�.���,�-��.rt�k���ro•'�. +�oa[rKF,k I�rrd�,w a �N`�i'January 18, 2000 Public Works Department 2 Urban Runoff & Coastal Remediation Plan F, t r f r.a'�'+.. * r-• 5 3-,-.rs ',,i is si"- z-T"II uuxtit/r t �£r rkt- sr, 7 1°�S " �' " � s - X y • i r v . _ r J - Yz �y��' s.,,, ys s 1: r 'sed V .sgMr �rF��-`ems r f Y l���F�a �rn°4- �f"c,��'r5`- > ' '� >�kP � t,y, +; ..//,, @ p , , Project t�Iutline:� . �J l 2Td'*- J�V : l -i '•� ' P �: Jf'W 73 S,W1i'1' s . , k ft. 1 Y4. }y�.r-a omex{H�4*Screnc�elne. tr �� '� r }G" r ie t +`021 -�tt e No' 1FL1 r"T,'k'r ,F sFR F�.t�'tiir. ` s 'zSyZ -?4 ))s2'a'"fc. x }s1i�rn :�''�o-•.7 ,Aa+rt y l,- f .7i E yf S�' ,c 4.4.W. � d P� F Y Y - f" J"t,- +�.��q K3 LAX, .�,+ {r�Y[I�«' }K. a-�.Ri 1!Y._--�`S '}kE r C`R f -) .f'1� :,y-*�'�Provede':9eol�g�c, hydrogeologic, and ? ,YF�� F . a S '"o. fzyl,rs« ! .rr-.r- 4 q n aue rGt j s S $„lie �' } e{l 3 TXro � f* geophysical analyses ri,xrrr�/ , � sr�. rR l } 4 ! a ^is rtx+tg r d �e z y 4 r r t - 4cX 'y: Ctr �� - �S'- -nJ V [J'$ t'rr t4• z .xr `- , t' �w y ��c4rre u. �kDeermineFfeasbilij%,ofybackenal�transportr,n �, groundwater to surfacewaters'44 x }' ,; ° J xjx_( - U`fif�.r [ I. i 3 � n Identify�`geolog�cstructure, grountlwater flows �,� r, w�f a ry s ,ire r r . z; h r ! r ' ` x ra xfyFandkt�dal�Enfluence�� :� f tit ' ; pk Lib*t Y - i ,aFi` sk�j + � e frtr a s -s- h J'pl,;,1 ,Lrf 5 1 Y. J o �Frc 4alsi�� ngdi ,'J n,1� ��4�.a riyF r• �t; Yre i� F skAµf '+ Characterize groundwaterquality � �� �f{ t i r sw r �i yC.� t�q - 1-trt 11AR l3fr.11►eriy .- �{(ylsl rl I k`4FS '` ' '•t` 5 n �oN"7xFrT ?y +rRrowde Phase�I report and determmeiwhether(,[ �+ a• -11 k�[1kr 4r t�F,r c.ixry� �5 5 Lra }..r4- L'tsia tJ r`�- jJ F Z k �Y�Phaserlexamrnaban of�specific problems5�s� } Y}- rf`f4J -}.'fi,LN ! �Sy }l f }Ig Sr.°4 ti.M, -1k�: l�.la:'/U 3HWIS��.F .l f r} Y�f needed;}leaden�Jto Phase In°desi�n3 Y�< ,� ��, �,E n l r ,}r f ;�J�,r f✓ �(t: j�u t i5 S 7� ,i: wts�•Yolh_lS A�2�f�•kS.r��-s �s�wrrrry�"-�4r s�;'ylhn�.'d-����-,��ff�'��..�a�.�. �"�`r�l'F�?4`�f�-i:ik{`�7r�,Lf��f '•�:r:':,rtC'ti 7�#s'•�g': 7,' ><s; Y,t.•7. .. �:�wf" U�'t} i +Y�k �hlda R1ITetsikr"� yt�Y�ds ; d1�F`vtZna�r: r t'r{�`r•rAl sr - � $ 'u,..r. r ••flues:7 4 5 #r fRUM � ff y ,� �i �`;� 4}}V St+riiS[CF• ar& "s' ax�'%s�; f yAcy� '� r�y ryj�a s k#�1Proect Goals �K }c- 1 „ ■ , '{? s z a"emu ,� un'lr 7+irr wrk y3t k� k uti x ,E r a a lr�[;t'�}R >S� Zl.u 'k h J r- r >rk fi i� •^�:%yfEr;:z3 ys 3. a3F } :43 "15Strfayi ,= T V S �.r r �i 1 Y 1 F h �'. r Jk 4 if R f,Y 4 Determine& analyz-!murces ofItbacteria tr �( tk ,7 4[`F I . , t S#' pis f1� rr '� [ +Iv�hW Olt ittfsUrl�a_ n runo s`Y�yy 1, ' , k ykF t: Y 4'(•- 3 �e F,� tZ sreL7F"F94rf .4 H < } 3S iii F$pd .ham ��^� n ! .�Groundwaterrmovement R -A- r ,��sR, Jlr-•C K {7^(J �� r• •-rc. r'�5 ,.n 4s r - - r7 '1'�' K« ('� r�,7J�r Y'r Slr s� ''i y'Tk. hr*-E s,, X�a��s o4��,�'-.# 'rid �Jr-k 1 R 7 � 4• River�or m arsh areas�{� -4, S} Jvg , Jt�cy:.� �{ � 7 �Y _ 3 J!{�{� s1T' 3' 6T75'Sry r( r• > -n's ,�l na S-r�Mw� rr•'"tr,.,, �. +Identifytype` and�source V A s-F t- J fin d Yr a1j-- 5 �,ritF F } y�[I^{7�?r dk�iy�.sgg,X, � 'z itJ irs+ contam�nationfir L! +� 1' C, 4• V"zit K'.�✓' z4 YR P s -��+ r,ly�'ta-i-{' Jf;`t., tSl �'4�M^ktij#«�q Yam' } - ?- ]`6 .(SKr -� ,tk q�� i a','` } ; 4 tW Developwalternat�vesfoy rtreatmentor}stwx�� 94 ` a.�ekx- '�, fri rr3# ts 5k M6 Y�!fxr '3 y °rih«'> uk yt�beradicatlon ofsources ;l;r ' ;�` k { �rr tit�i_� z zrs x soy �vFc 4 'IrSs:Jt @ g S F >Lf: si5�3 e- ,tiAIA [i".. �- -'[ply --XJ� ��'4w'�x•F-� �}'� t�xix r�''�*k m�z4. n'�+>�� a�.�r""- �t( ,`t,.hi. � �x-�� - tFt � 4;�� ! f5�� •�, 1 r �� '34 �[ °s. sL yY5< x,•Ff,"�-`� ��r r ?' 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(� January 18, 2000 Public Works Department 3 - Urban Runoff & Coastal Remediation Plan tfi ,,r "'s Sr J,c,' 4'k.s {�ggyy�� +ik r r Mj rn sj ja'3 i"s't :Y s s i' �� -*� xy ';.-n S�`�,.��r�F��M s+ContractAct�on Pia n .�a��3Si_A` Vd'-O,( w{ v s`"IYF h•}°�re3w rr`� 1'r S" t-� rx s -tii 3�, vI R`; T a=1 t�t'Yil'a tq' Sr. r '•t6a4C- r 'ti r''s hS- i r 4 rii�� '�1's 'ti ,r`.a. -xni,'i" _ }, "' r 4. t"i f t F r Y r Premisesd+ it nzg ? � T l� r- ^'1 1 (`sX>w,1� ,r{7'Yiii {j, r t, a ? -f • s .r�.1,a S. � ' y -a fT,Y� ` �Y -7 �•i'� +aR'= -�4 � rara4pr URS}Greinerr;woodward-a_yde-8RKdffiWH2U� r k ,s14S3l.lnynce.4¢w�ll. r' r S4 F.f _.� 1] e ibe%under,separatercontracts t,�l'1r, a1 i✓-7 & Rir.s �2 'sir -L ,jj,,v$#bfst 1 kj'� t �d-*, t. n '� k'fy ,fir t `i�'a �:, t w �s�' �4 r i Consultants w�q.c6brdinate closelytto precluderd f a t 5 aY is -rr- .p i i trrs -rj. 'f 1. - s r i f ' =r Za f y 7S', y�' I tii'�' .Y,v �]r I' 1f- sr3 �' ,r�1 . 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Permanent�infiastructure solut onswill� s�i�-FttwT � vihcl ', :hA I N requireitionai�time- � s r3S{i gt i K'f e7 4 a _j s 1='S'i 4S` a �+ � i .�` M�>� w• 'r oC r t.a tn ? ;h H sir�'• f'i T�';Intenmtpumpr;statrvndiversionsfwill�ibesr # -'- s3ip•a�� "rT� +t ''3��J`r' t�.-sTSn y­ y7 1`heY,Tiss'�ryc•"�i tt i��3 a Ib'1K1F,117 stfs�)A-'���'�,Ee�tfi���i�•,,jtih�,�i`�i dkErrE�t�#�']*a}�$LW� _�rip--�'`��[� �] "�,1i'�ys R��iS :•.:�::-. �d�.at'.. ns-?., a�'a.�. ?:-i�!��'Tlr'�;.rK..'.ir_'.S.tr: r:`:- e -� :z� •i1. r,..s..rE.�� .i�F.;ct January 18, 2000 Public works Department 4 -- �: Urban Runoff & Coastal Remediation Plan �. JiyY[•k-,�' �„'"'. 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January 18, 2000 Public Works Department 5 IF--5 RCA ROUTING SHEET INITIATING DEPARTMENT: PUBLIC WORKS SUBJECT: MOTION TO APPROVE THE SELECTION OF URS GREINER WOODWARD CLYDE TO PROVIDE CONSULTING SERVICES IN SUPPORT-OF THE URBAN . RUNOFFICOASTAL REMEDIATION ACTION PLAN COUNCIL MEETING DATE: January 18, 2000 RCA ATTACHMENTS STATUS Ordinance (w/exhibits & legislative draft if applicable) Not Applicable Resolution (wlexhibits & legislative draft if applicable) Not Applicable Tract Map, Location Map and/or other Exhibits Not Applicable Contract/Agreement (wlexhibits if applicable) (Signed in full by the City Attomey) Attached Subleases, Third Party Agreements, etc. (Approved as to form by City Attorney) Not Applicable Certificates of Insurance (Approved by the City Attorney) Attached Financial Impact Statement (Unbudget, over $5,000) Not Applicable Bonds (If applicable) Not Applicable Staff Report (If applicable) Not Applicable Commission, Board or Committee Report (If applicable) Not Applicable Findings/Conditions for Approval and/or Denial Not Applicable EXPLANATION FOR MISSING ATTACHMENTS REVIEWED -RETURNED FORWARDED. Administrative Staff ( ) ( ) Assistant City Administrator (Initial) ( ) ( ) City Administrator (Initial) City Clerk ( ) EXPLANATION FOR RETURN OF ITEM: (Below • RCA Author: Donald Noble