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HomeMy WebLinkAbout0375.000• , • • • u ___ , _. ___________ . ..0. .. '-__ ..: \ , • (I). ' . 17 . ...... ~. " - June 21" 1990 TIlE HONORABLE CIT~ COUNCIL Palo Alto, california Beqicna1 Water Oyality control Plant Discharge Monitor~ Consultant agreement Members of the Council: 'l'his report recommends that Council approve an agreement with Wood:ward-clyd~ Consultants in the amount of $-5230.0-010 to condu.ct t.he lIlonitoring of San Francisco Bay adjacent to the RegiOllal Water Quality Control Plant (RWQCP) for FV 1990-91. BacKground This proj ect is mandated. by the Regional Water Quality Cont.rol Board (~egional BoardJ and must be performed in concert with the cities of San Jose and Sunnyvale. The purpose of the project is to ~onitor heavy metals and other toxic pollutants in San Francisco Bay near the RWQCP discharge outlet. The monitoring is required under the discharg.e permit issued to the City by the RegiOf'l.al Board. " costs for the IDOnitorinq have been inCluded in the FY 1990-91 budget. approved by Council on .lune IS., 1S-g[)~ The hlgb cost is d,ue to the Regional Board requirements,. which include large n·UDlbers of' water and sediment samples and ·ultra-clean-procedures {similar to those used in the electronics industry} to detect trace pollutants. As described in a May 3, 1990 CMR (CMR:279.0)~ the timing of the monitoring is extremely critical. SUnnyvale and San Jose deter­ mined that they must begin in early 3uly because of tidal condi­ tions needed t~ co~plete the summer sampling on time. Palo Alto also must begin th.a monitoring in early July to ensure data comparability~ Therefore., Council approval is requested at this t.ime .. piscussion The Finance and Public Works Committee (F'~) partiCipated in the consultant selection process and approved the selection of Woodward-Clyde Consultants on June 11." 1990. Only one proposal was submitted in response to t...lte Request for Proposals due to ,the J'lagnitude of the project", the need: for ·ultra clean-procedures,. and the fact that Sunnyvale and San Jose must per£orm simultaneous -1- CMR:315:CI I I r l l , , " • " \ \ , • '" \ .... '- " , . , . -'--. "", .7' . , ,-,~ . ... --"j-:., \ , '"1 o o studies. Woodward-clyda Consultants performed and analysis project for Palo Alto during the year and performed 'Well. R@ 9Qmm endat;tons Sta.ff recom:mends that Council: the same sampling preceeding fiscal 1. Approve and authorize the Mayor to execute the a.ttached -aqreement witil Woodliard-Clyde Consultant.s in the amount of $523~OOO for F~ 1990-91 Bay Monitorir~. 2. Authorize the City Manager or his designee to negotiate and execute amendments for services related to or incIdental to the scope of work or services, the 'Value of all of" which al!lendments sball not e)(ceed $65,0'00 .. Respectfully submitted, PHILIP BOBEL 7i~eeri,,;;~a;/Jr I ~<~YJJJ.d»{~~---- DAVID G. AD Agreement -2- CKR:31S:0 • I I I I I c , ! ~~. I I " , ; t , ", ""'j'. ,,"~::> ~j I I o o Ie G It B J! !L.J: __ ~~ BETWEEN ~HB C~TY 07 PALO ALTO AND WOODWARD-CLYDE CONSCLTANT8 FOR PROFESSIONAL ENGINEERING COHSOLTANT SERVICES THIS AGREEMF ... "lT is made and entered into this ___ day of .. 19.90.. by and between tll~ CITY OF PALO ALTO, a =m"un=i"c"i'"'pO":a"l'--::corporation of California, hereinafter referred to as "'CIT'lI· and WOOOWARD-CLYOE CONSULTANTS (Taxpayer Identification No. ~4-1716903 • r a California corporation ..... ith offices at 5·00 12th street, Oakland~ CA 9406·07, hereinafter referred to as ·CONSULTANT-; • It. R S 8 I T I~ WHEREAS 1 CITV desires certain professional services hereinafter described. an~ WlfEREAS, CITY desires to engage CONSULTANT to provide these services by reason Qf its qualifications and experience for performing such services, and CONSULT~T has offered to provide the required services on the terms and in the manner set forth herein; NOW, THEREFDRE¥ in consideration of theie mutual covenants, the parties hereto agree as follows: SEC'I'rON ! DEfINITIONS The term ·City-as used in this Agreement shall mean and include all the territory lying within the municipal boundaries of the City of Palo Alto, California, as p~esently e~istinq, plus all territory which Ilay be added thereto during the term of this Agre~ment by annexation or otherwise. 1.2 CITY MANAGER The term ·City Manager-shall mean the duly appointed City Kanager of the City of Palo Alto., California ... or his designated representative. The term ·city Attorney· shall ~ean ~he duly appointed City Attorney of the City of Palo Alto... Cal ifornia, or his designated representative. 1 L _.,"" .'"-" .. ' • , \ \ .' \"" . /: I . I -"·1 .' ! t . o The term ·City Clerk-shall mean the duly a~inted city Clerk of the City of Palo Al to, California. or her-designated representative. The term -Risk Manager'll shall mean the duly appointed Risk Manager of the City of Palo Alto, California, or his designated representative. 1.6 PROJECT The, term -Project-:means the project described in Exhibit WAll entitled ·Scope of Project-attached hereto and made a part hereof by this reference. SECTION 2 -PROJECT COORDINATION 2.1 CITY The city Manager shall be representative of CITY for all purposes under this Agreement. Phil Bdbel is designated as the PROJECT MANAGER for the city Manager. and he shall supervise the progress and execution of this Agreement. 2.2 CONSULTANT CONSULTAN'1' shall assign a single PROJECT DIRECTOR to have overall responsibility for the progress and execution of t:-llis Agreement for CONSULTANT a xartin Bozeman :hereby is designated as the PROJECT DIRECTOR for CONSULTANT. Hartin Bozeman sball also be assigned as PROJECT COORDINA~OR for CONSULTANT and shall represent CONSULTANT during the day-to-day liork on the Project. Should circumstances or conditions subsequent to the execution of this Agreement require a substitute PROJECT DIRECTOR or PROJECT COORDINATOR for any reason the PROJECT DIRECTOR or PROJECT COORDINATOR designee shall be subject to the prior \rritten approval of the PROJECT MANAGER. The scope of the Project to be exp"cuted by CONSULTA..lIlT under the phases of the Basic Servi~es described in Section 4.1 of this Agreement is as described in ExIlibit -A-o SECTION 4. -DUTIES OF CONSULTANT -4 a 1 BASIC SERVICES Unless o,therwise indicated ... CONSULTANT shall perform each ta=:k and accomplish each -Objective described in Exhibit -A-o 2 , . .. ". ." , - ," .' o CONSULTANT'5 Basic Se.'"Vices shall be furnished as described in Exhibit -A-~ The Ba~ ic ... .....ervices shall also be perfonned in accordance with guidance trom the Reqi~nal water Quality centrol Board ,-Board-), including as set forth in the Board's letters to CITY dated June S# 1989, Jone 2~# 1989, July 21, 1989 and Febru­ ary 6... 1990. Such letters are attached to Exhibit -A-and are ir~~~porated herein by this reference. .4.2 GENERAL DUTIES OF CONSULTANT 4.2.1 CONSULTANT represents that it is qualified to furnish the services described under this Agreement. CONSULTANT f~rther declares that one or more members or employees of his firm and that of its subconsultants, if any, are licensed by the State of California to perform their services and that these services will be performed by them or under their supervision. CONSULTA.."'iT shall furnish to CITY for appr-oval.. prior to execution of this Agreement .. a list of all firms or corporations to be employed as subconsultants. 4..2.2 CONSOL'ri\NT states that it is aw-are of the re~irements of the Government Code and the Health and Safety Code of the state of California relating to access to public buildings and accommodatIons for physically handicapped perso-ns,. and relating to facilities for handicapped persons. CONSULTAN'r sball comply with such provisions in carrying out the terms of this Agreement. 4.2.3 CONSULTANT shall furnisb CITY with every reasonable opportunity for CITY to ascertain that the services of CONSULTANT are being" perfor.;,ed in accordance .. ith the requirements and intentions of this Agreement. 5.1 CITY shall provide full in!on"_ation regarding its requirements for the Project. 5.2 CITY shall examine documents submitted by CONSULTANT and shall render decisions pertaining th-ereto promptly. to avoid unreasonable delay in the progress of CONSULTANT's ~ork. 5.3 The services .. jnformation" s1.:rve:fs and reports required by paragraph 5.1 shall be furnisned at CITY·s expense, and CONSULTAI'i'r s"hall be entitled to rely upon thE: accuracy thereof. 5.4. If CITY obse:ves or-otherwise becomes a-..... a!re of any fault or defect in the Project .. CITY shall give prompt _ritten net ice thereof to CONSULTANT. 5.S CII"Y shall furnish information required by CO~S-ULTANT as expeditiously as possible. ) • • -:':) - ~;!f ; iI I, -' -, " \ • , ' , ;- '~_"" __ -:'7!-"-...... ~..-~.?'t:~~~i\~-'{~ii~",,'!,,,,~_,,; .... _ ;:,. o o SECTION 6 -PAYMENT Payment shall be made by CITY only for services rencered and upon submission in triplicate of monthly progress payment re­ quests. Each invoice shall be itemiled as to the type of payment described in this section. In consideration for the full performance of the Basic Services described in Section 4.1 of this Agreement, CITY agrees to pay CONSULTANT a fee not to exceed Five Hundred Twenty-three Thousand Dollars ($523 .. 0.00) .. to be calculated a set forth in Exhibit ·S-" ·payment Scbedule-" attached hereto and incorporated herein by this reference. 6 .1.1 Subconsultants. Fees for subconsultants, :hired directly by CON~JLTANT, shall be approved by CITY in advance of incurring such fees~ 6.1.2 For Extra Work or Changes. Payment for extra ~ork or changes in the ~ork not initiated by the CONSULTANT and authorized in writing by the PROJECT MANAGER shall be ~ade upon sUbmission by CONSULTANT of a statement in triplicate of itemized costs covering such work. Prior to cOmll'l_encing such extra work or­ changes, CONSULTANT and CITY shall agree upon an estimated not-to­ exceed cost for such extra ~crk. In no event shall CONSULTANT be paid for 'Work or change order preparat.ion .. hich is necessary because of CONSULTANT's errcrs o,r oversights. 6.1.3 calculation of Direct Personnel Expense. Direct personnel expense of employees engaged on the Project by CONSULTANT includes the work of architects, engineers, designers~ job captains~ draftspersons, specification writers and typists, in consultation, research and design, in producing drawings, specifi­ cations and ot.her documents perta':'ning to the Project, and in services during COllstru-ction at the site. Included in the cost of direct personnel expense of these employees are salaries and mandatory and customary benefits such as statutory employee benefits, insurance, sick leave, holidays and vacations, pensions and similar benefits. 6.2.1 For Basic services. Payments for Basic Services shall be made in progress payments in direct proportion to the tasks completed. Such payments snaIl be in the amounts identified in Exhibit -B-for each task, or portions thereof in relation to ~he amount of each task completed. Final payment shall be ~ade by CITY after CONSULTANT has SUbmitted the required products and ref~rts described in EXhibit -A-and received approval thereon from CITY. ( , ~ ... -, ~. , " ... • \ \ .. ~ , '~;' "',cf;!j' ' .. ' :~-::-'" :',"'. ~:'ll':;iii;:ti ~ , I i ,I l j i 1 I - i . () 642.2 ~\J.~i.2_~" CONSULTANT's compensation on damages l or other sums withheld No d~du~tions shall be made from account of penalty. liquidated £rom payments to con~ractors. 6.2.3-Payment Upon Suspensioc. or-Abandonment of Project. If the Project is suspend~ for more than three (3) months or aba~ed in whole or in part. CONSULTANT shall be paid its compe.nsation for services per Conned prior to receIpt of written notice from CITY of such suspension or abandonment. together with additional and reimbursable expenses then dUe. If the Project is resumed after being suspended for more than sixty (60) days. any change in CONSULTANT's oo~nsation shall be subject to renegotia­ tion and. if necessary, approval by the falo Alto City Council. If this Agreement is suspended or terminated for fault of CONSULTANT, CITY shall be obligated to compensate CONSULTAN'l' only for that portion of CONSULTANT's services which are of benefit to CITY. 7.1 TIME IS OF THE ESSENCE It is understood and agreed that time is of the essence of this Agreement... and tbat.. followinq receipt of Notice to­ Pr~ed .. CONSULTANT shall commence work on initial tasks of study in accordance 'With the time sched·ule set forth in Exhibit -A-. 1 .. 2 TIME QJ:" COMPLETION OF EACH PRASE CONSULTANT agrees to perform the Basic Services within the time limits set forth in Exhibit -A-provided .. however .. that any change in the scope of ser_ices or other changes due to CITY's operating requirements, .or in cvnnection ...,-ith other contractors or consultants operations .. may require a revised time table. CITY agrees to exercise due diligence in performing its tasks to implement the CONSULT~~T's time table. 7.3 CITY'S REVIEW AND APPROVA.L Bet .... een each task of wo~ic described in Exhibit A there is a review and approval period by CrTY~ The CITY will exercise due diligence to complete these tasks; ho~ever, it is recognIzed that the interrelated excbange of information among CITY's various departments makes it impossible to set a specific time schedule4 Normally. the CITY's estimated period of revie~ and approval will be furnished to' CONSULTANT at the time of 5ubmissio,n of each phase of work~ In the event the services called for under this Agreement are not completed by CONSULTANT within the time specified, CITY shall have the op·tion to extend the time of completion4 This para- 5 • . , .--, \ , ''::' , , 1 o 0 graph does not pr-ecltlde the recovery of damages for de~ay of either party. SECTION 8 -CHANGES IV :;, _'RK CITY may order major changes in scope or character of ~orkl either decreasing or increasinq the amount of CONSULTANT's services. In the event that such changes are ordered l CONSULTANT sball be entitled to full compensation for all work performed prior to receipt of notice of change. Increased compensation for major changes shall be determined in accordance with Section 6 of the Agreement, but in no event shall CITY be liable for payment unless the amount of such extra compensation shall first have been agreed to in writinq by CITY. In the event that major changes are ordered pursuant to this section l the schedule for progress and completion in section 7 of this Agreement and compensation shall be adjusted by negotia­ tion between CONSULTANT and CITY" subject to approval ... if necessary by the Palo Alto City council~ SECJ,'_JotL_~_-=---'rE.R}HNATION OR SUSPENSIOn OF AGREEMENT 9 ~ 1 CANCELLATION BY CONSULTANT CONSULTANT may terminate this Agreement or suspend work on the project upon thirty (lO) days· written notice to CITY" but only in the event of substantial failure of performance by CITY or in the event CITY abar~ns or indefinitely postpones the Project. 9. ~ CANCELLATIOILB"l CITll Without liJlitat.ion to such rights or remedies as CITY shall othervise have by la ...... CITY" s'hall have the right to terminate this Agreement or suspend ~ork on the Project for any reason" upon fifteen {IS) days' written notice to CONSULTAN~" or immediately after submissi~ to CITY by CONSULTANT of any completed item of service specified In section 4. of this Agreement. CONSULTANT agrees to cease all work under this Agreement upon receipt of said written not:ice~ 9 ~) COMP~~_S_,.a.,TJ..91L...Qf_ CONSULTANT IN THE E)"ENT OF TERMINATION OF THJ __ $ _____ A_GRg __ ~_~ In the event of termination of this suspension of work en the Project by either CITY CONSULTANT shall receive compensation as follows: Agreement or or CONSULTANT, 9~)~1 For approved items of service under Section' of this Agreement, compensation shall be in the amount outlined under Section 6 of this Agreement for the items of service fully performed by CONSULTANT~ 6 .\ , r ! • -. - r. o 9~J.2 For items of service on ..... hich a no·tic:e to proceed has been issued by CITY~ but which have not been fully completed and approved, CONSULTANT shall be compensated tor said service in an a~ount which bears the same ratio to the total fee otherwise payable for the performance of said service as the service actually rendered be3rs to the total service necessary for the full performance of said item of service. 9.3.3 In no event shall th~ total compensation paid in the immediately preceding paragraphs exceed the payment specified in Section 6 for the respective items of service to be furnished by CONSULTANT. 9 .. :3 .. 4. Notwithstanding anything in the preceding para- grapbsl upon termination for fault of CONSULTANT I CITV shall be obligated to pay for only that portion of the service which can be incorporated in t.he project .. 9 .. .( OOTIES OF CITY' AND CONSULTANT Upon teru.ination of this .Agreement or suspension of .... ork on the Project by either CITY or CONSULTANT,. all duties of CITY and CONSULTANT, as set forth in sections .( and S hereinabove, shall terminate. SECTION 10 -OWNERSHIP-OF r:x:>CUME~'TS 10 .. 1 Subject to the provisions of Paragraph 10.2 below# the ori9inal dra~ings~ maps, plans# designs, records of survey, ~ork data, specifi~.ations, studies,. reports and other documents prepared by CONSULTANT in the performance of this Agreement. although instruments of professional service, are and shall be the property of CITY whether the Project for .. hleh they are made is executed or not. 10 .. 2 vpon termination under section 9 of this Agreement and upon CITY's payment of the amount requir&d to be paid under same section, the originals and all drawings l calculations, specifica­ tions, studies,. reports and similar documents become the property of CITY, and CONSULTANT shall transfer th~m to CITY upon request without additional compensatio-n. CIT'{ shall have the right to utilize any co~pleted or uncomplet£~ dravings r estimates l specifi­ cations, and other documents prepared hereunder by CONSULTANT; ho· .. ev~r ~ CITY shall indemnify CONSULTANT against any loss 'Which may be caused to CDN~]LTANT by such use and reuse. S EGT ION 11 - I NJ'J,:.B_?_S_T ______ O'_f ______ CQ.N.sJJJ._'r.~1'.;_ CONSULTANT JNDEPENDENT OF CITY In accepting this Agreement,. CONSULTA..."'iT covenants that it presently has no interest,. and shall not acquire any interest r direct or indirect, financial <:lY other-lise, 'Wbich would conflict in any ltlanner or degree with the performance of the services here- 1 • \ ",J.. , ~ , l l. I , l ! ,~ .. ~~ , f' :-.--~ ~.;..' .. ' ' ..... -~,::: .. ::'~.:~. -- ..... ,'. \ l;l:;f&j~{t;. ;.~ .. I.' 1IIl.,.,.I.I.iI .. i~. i_I.. ................ .;-.... ,,:jiU""S~_~._'''F,"·.,-~--=-~,~,,_'''!:-... ;~-<:',''=-~~O:'~'~--.;: .... ~.i,,:--~'!'~"~~r;: _~3b t 0 under. CONSULTANT further covenants that, in the perforEance of this A.greement, no subcontractor o'r person having such an interest shall be employed a CONSULTANT certifies that no one who has or • - viII bave. any financial interest und'!r this Agreereent is an officer or employee of CITY~ It is expressly agreed that in the perfor.mance of the professional services required under this Aqr2ement CONSULTANT .. and any of its sUbconsultants or employees, shall at all times be con­ sidered independent contractors and not agents or employees of CITY. SECTION 12 -OOTSnI.PE CONSULT_~"\lTS CONSULTANT shall be responsible for employing all outside consultants {subconsultants) necessary to aid CONSULTANT in the performance of the services listed in section 4 of this Agreement; p,rovided, however, tbat all such subconsultants shall receive prior approva1 of CITY in writing and shall remain acceptable to CITY during the term of this Agreement. SECTION 13 -INDEMNITY CONSULTANT agrees to indemnify, defend and hold hanP.Iess CIT¥, its officers, agents and employees from any and all de~ands, claims, or liabilit~~ of any nature... including death or injury to any person. p~operty damage or any other loss. to the e~tent caused by or arising out of CONSULTANT's, its officers', agents'. su~tr-actors' or e!l1ployees' negligent acts, errors, or omissions, or willful aisconduct. or conduct for Which the la~ imposes strict liability on CONSULTANT in the performa~ or railure to perform this Agreement~ SECTION l' -Il!SU~CE 14.1 LIABILITY INSURANCE 1,(.1.1 CONSULTANT,. at its sole cost and elCpense, shall obtain and maintain. in full force and .effect throughout the entire term of this Agreement. the insurance coverage described in Exhibit ·C·p attached bereto and incorporated herein by this reference, insuring no~ only CONSULTANT and its suboontractors~ if any, but also, with the e~ception of ~orkers' compensation and employer's liability insurance. CITY,. its officers, agents and employees,. and e~ch of them. with respect to activities and services performed by CONSULTANT for or cn behalf of CIT¥ under the provisions of this Agreement .. 14.1.2 Certificates of such insurance, preferably on the forms provided by CITY,. shall be filed with CITY concurrently 'With the execution of tbis Agreement or, vith CITyt s approval, within ten (10) working days thereafter.. Said certificates shall be subject to the approval of the CITY Risk Manager and shall a • ... -- , , • \ \ o contain an endorsement stating that said insurance is primary coverage and will not be ~anceled or altered by the insurer except after filing with the City Clerk thirty (30) days' prior written notice Qf such cancellation or alteration, and that the City of Palo .. 'lto is named as an additional insured (except in policies of professional liability insurance)~ CUrrent certificates of s~h ins'lrance shall be kept on file at all times during the term of this Agreement with the city Clerk~ SECTION IS -WORKERS I COMPENSATION CONSULTANT~ by executing this Agreement, certifies that it is a~are of the provisions of the La~r Code of the State of california which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance ~ith the provisions of that Code, and certifies that it will comply with such p~ovisions before commencing the perform­ ance of the ~ark of this Agreement~ SECTION 16 -AGREEMENT BINDING The terms l covenants, and conditions of this Agreement shall apply to, and shall bind, the heirs. successors, executors, administrators, assiqns l and subcontractors of both parties. SECTION 17 -NONASSIGNABILITY 17~ 1 PERSONAL SERVICES OF CONSULTANT Both parties hereto recognize that this Agreement is for the personal services of CONSOLTANT and cannot. be transferred, assigned or subcontracted by CONSULTAh~ without the prior written consent of CITY. 17 ~ 2 :s'_~_RVJ_C_t;_S: _QJ· _____ SV_~_NSQ.t/rANT A."JD THEIR EMPLOYEES CONSITLTANT shall be responsible fer employing or engaging all persons necessary to perform the services of CONSULTANT here­ under. No subconsultant of CONSULT~~ ~ill be recognized by CITY as such; rather. all subconsultants are deemed to be emplo:r~ees of CONSULTANT, and it agrees to be responsible for their performance~ CONSULTANT shall qive its personal attention to the fulfillment of the provisions of this Agreement by all of its employees and sub­ consultants, if any. and snaIl kee? the ~crk under its control~ If any employee or subconsu1tant of CONSGLTkVT fails or refuses to carry out the provisions of tnis Agreement or appears to be incompetent or to act in a disorderly or improper manner-, he or she sha11 be discharged immediately from the work under this Agreement on demand of CITY. 9 f. l I j I I ~ I t I , t ,.;....J " , ~-_. o o SECTION 18 -RELIAN~E UPO~ PROFESSIONAL S~ILL OF CONSPi,TANJ' CONSULTANT represents that its services shall be performed,. within the 1 haits prescribed :by CITY, in a manner consistent vith that level of care and skill ordinarily e~ercised by other professional consultants under similar circumstances at the time the services are performed. The acceptance of CONSUL­ TANT's york by CITY" does no·t operate as a release of CONSULTANT from said Obliqation~ SECTION 19 -WAIVERS The ~aiver by either party of any breach or violation of any term,. covenant.. or condition of this Agreement or of any provision .. ordinance~ or law shall not be deemed to be a ~aiver of any ot.her term,. covenan·t ... condition,. ordinance .. or law or of any subsequent breach or violation of the same or of any other term .. covenant ... condition .. ordinance .. or law. The subsequent acceptance by e.ithe.r party of any fee or other money which may become due hereunder shall not be deemed to be a .... aiver of any preceding breacb or violation by the other party of any term. covenant.. or condition of this Agreement or of any applicable law ~r ordinance. SECTION 20 -NO IMPLIED WAIVER No payment" partial pap.ent~ acceptance, or partial acceptance by CITY shall operate as a waiver on the part of CITY of any of its rights under this Agreement. SECTION 21 -COSTS AND ATTORNEYS' FEES The prevailing party in any action brought to enforce the terms of this Agreement or arising out of this Agreement may recover its reasOllable costs and attorneys' fees expended in connection with such an action from the other party. SECfION 22 -NONDISCRIMINATION'; PENALTY" 22.1 DUTY' OF CONSULTANT No discriJrination shall be made in the employment of pe:s?ns under this Agreement because of the race .. color .. national or~g1n .. ar~estry .. religion or sex of such person. If the value of this Agreement is .. or may be .. Five Thousand Dollars ($5 .. 000) or more.. CONSOLTANT agrees to met all requirements of the Palo Alto Municipal Code pertaining to nondiscrimination in employment and to complete and submit the ·Compliance Report--Nondiscrimination Provisions of City of Palo Alto Contracts· on the form furnished by CITY4 10 • I ! r , : , 1 '.'-. o CONSULTANT agrees that each agreement for services from independent providers shall contain a provision substantially as follows: -PROVIDER shall provide CONSULTANT ~ith a certificate stating that he (or she] is currently in oomcliance with all Federal and State of California la~s coverinq nondiscriminaticn in employment: that he (or she) vi11 pursue an affirmative course of action as required by the Affirmative Action Guidelines of the City of Palo Alto; and that he (or she] ~il1 not discriminate in the employment of any person under this contract because of race .. color, national origin, ancestry, sell( or religion of such person.- If CONSULTANT is found in violation of the nondiscrimina­ tion prov~s~ons of the State of California Fair Employment Practices Act or similar provisions of federal law or executive order in the performance of this Agreement, it shall thereby be found in material bre~ch of this Agreement. Thereupon .. CITY shall have the po~er to cancel ~r susper~ this Agreement, in wbole or in part .. or to deduct from tbe amount. payable to CONSULTANT the sum of Twenty-Five Dollars ($25) for each person for eacb calendar day during whi~h such person was discri~inated against, as damages for said breaCh of contract, or both. Only a finding of the state of California Fair Employment Practices Commission or the equivalent federal agency or officer shall constitute evidence of a violation of C~!ltract under this section. If CONSULTANT is found in violation of the nondis­ crimination provisions of this Agreement or the applicable affirmative action guidelines pertaining to this Agreement, CONSULTANT shall be found in material breach of this Agreement. Thereupon", CITY shall have the power to cancel or suspend this Agreement.. in whole or in part, or to deduct from the amount payable to CONSULTANT the sum of Two Hundred Fifty Dollars ($250) for each calendar day during 'Which CONSULTANT is found to bave been in such noncompliance as damages for said breach of contract.. or both. SECTION 23 -ARBITRATION Upen agreement of the parties any controversy or claim arl.s~ng out of or relating to t.his Agreement lIlay be settled by arbitration in accordance with the Rules of the American Arbitra­ ticn Association, and judgment u.pon the a-..rard rendered by the Arbitrators may be entered in any court baving jurisdiction thereof. 11 • \ -. .' ~ ... • ..J i , 1 o o SECTION 24 -NOTICES All notices hereunder shall be gi .... en in \iriting and mailed, postage prepaid, by c~rtified mail, addressed as follo~s: To CITY: Office of the City Cler~ 250 Hamilton Avenue Palo Alto., CA 9430) To CONSULTANT: Attention of the PROJECT DIRECTOR at the address of CONSULTANT recited above SECTIon 25 -A1..LCOVENhNTS ARE CCNDln.Q!,!~ All provisions of this Agreement are expressly made conditions. SECTIOtL 2 .. -AGREEMENT CONTAJNS~ UNDERSTANDINGS; AMENDME~:r This document rep~esents the entire and integrated agreement between CITY and CONSULTANT and supersedes all prior negotiations., representations, and agreements, either written or oral .. This document may be amended only by .Titten instrument, signed by bot:h CITY and CCNSULTAlIT. SECTION 21 -GOVERnING LAW This Agreement shall be qoverned by the laws of the State of California. IN WITNE$S WHEREOF. the parties hereto have executed this Agreement the day and year first above written. ATTEST: CITY OF PALO ALTO city Clerk Mayor APPROVED AS TO FOR!<: ~CL'a!E SULTA!<TS rc~~.~ ': Da\fid iL Gab 1-J'.E. /' Vice President and 5e~io~ng Assistant City Attorney ." ". Its: Principal, EnvirDnmental and iJaste Jlgt. Taxpayer Identification No~: rr" -11 /{/loB 12 ... --II!IIIP"".L~P'""'_" .. -'--' -----. "e. 0_ -'-..., , . o - -'''::.:- .~ : >. , , 2 i >. - l' • ". a J () APPROVED: Assistant City Manager Risk Manager APPROVED AS ro CONTENT: Director of Public Works Attachments: EXHIBIT -A-:. EXHIBIT -8-: EXHIBIT ·C·: kk06j13j90 SCOPE OF PROJECT , SCHEDULE PAYMENT SCHEDULE INSURANCE COVERAGE 13 o o EXHIBIT "Aft SCOPE OF PROJECT &. SCIH::DlLE ib - ,.; " . o o SCOPE Of PROJECT &. SCHEOl:LE PROJECT DESCRIPTIOS The scope: of .... ork 10 be pro",kkd by CO:".'SCLTANT under this Agreemenr includes all necessary labor, materials. cquiI'ment and professionaI services for the foDo,,",'ing: MonitOl'" metals and selenium coocentr3oons in the "II"'aler column and sediment Jl f<>ur South Ba)' stations. six times eae},. (-or ooe year, CoDed sedimeru from three Soum Bay stations., two times each, f.or sewment bioassay 1esting; Cond\x., sed'"uncnt b ~y Ie~,-tin g; EvaJ\J3:1e the resultS and prepare a final report.. SERVICES ISCU:DED The professional services provided by the CO;\'SVLT A.."\;T foc the abO\o'e descnDed project shan include !J,e foIlo\\11l,g tasks., ,,'hi~'n are discussed in detall be:l,o'.l.': 5A -Field Sampling 58 -Sedimeru Bk-oassay 5C -Labor.ltO<)' Analysis 5.0 -D:-., .. AnaJ)'s:s,.lmerpl"etalion, and Report Preparatioa 5E -}'1eetlngs and Coordlna6on CON$~JLTANT slla!l provide: paJo Alto with the Project DeIiverables., in accordance v.ith tl1e time (rames set forth as descrIbed below and :as s1:l0,,"'0 in Tabk 3 atl<Khed kl this Exhibi:i:A l'ast 5A, -field Sampling FH!'kf SJ.mpling .... 'in 'be conducted at four kocatlons: S~.!bon] -!lear the Dumb3:J1OQ Bli-.ige, Station 2 -aJoog MayfIeld Slough just nort.r. of the Palo Alto Regional Water QuaTlry Coorrol Planl (RWQa') discilarro, S"ilion 3 -at rhe mourn oftlH: RWQCP discharge, and S[ation 4 -just south of Sand Poi n l CO~St'1... TA ,,. 'Sha[J monitor t'ne ' ... :aler column (surface onl]') and s.edimenl s.i", times.,. at cad ot the four stations {this \\rilJ. entail 3 collectlon:s during t11e dry .... eather selSOQ ilnd 3 conections during the 'I.'et ...... eatller season). Additionaliy. sampks of sediments ,-·m b.:­ collected 1 ...... 0 times at three locations (e.g, Sutions I. 2 and 3) for sediment bioass.ay testing during me dry-weaty,er season.. Surface ... ·ater samples (s.ingle replicates) """ill be collec~ed os-lng "ckan sampling" 1ecnniques at ead locafioo during an oU1go1n.g high tide, S::lmpTes ",iB be placed on ice, as needt"d. and transported under chain-of-cu'~lOdy 10 tt,\!: n:cei\o'log: bbor:l1ory. Additional field data talee!') at the time of sampTing ..... m include station depth~ ~'att'"r Ie mperature. pH., saliniry, dissol .... ed oxygen and ridJT com!irion_ • . , \ k ' , \ i \ _ o;,.'~' . \ • I I " ~ r<i--_ I "", (i'" - , ; o o SurflCiaJ sediment samples sh.:lil be collected in tript"'::l!e from in1enidal J"f"ludf1ats during 10 ..... tide periods. In genua!.. "Pugel Soond Protocor .'iIJ be: follo .... 'ed as appropriale: JO local: conditions. Sediment samples ",ill !)c colle-;It:d by Cleans of a surface scrape: (at least one meier in length) with a pTastic or-TefKm scoop, oc .'ith I Teflon-coaled stainless steet Ponar dredge (5 grabs) as dictated by ex.~ting " J'b [rat conditions... SamIl1es lllus collecll"d win be carefuDy partitiooed into containers fa a.nat)'slS of speCl.f"»c dasses of constituents !c.~ .• undisturbed portions (roughJy one liter) of the sampk: ""ill be: removed and placed in appropria'e labeled containers. stored 00 ice, and trJ.n::.poned under cbail1-of-ClJstod'y ID the receiving labora:tOl')l}. The total number of samples 10 be colleclCd for each .3 n.l.lyte and fO( each station is gf Yen in Table] attached toO !his Ex.hibit A. Ibis table abo kncbdes additional samples required for Q.~ and samples 10 'be: CDnec.:red for effluent referen.:c purposes.. SB. Se-rumenl Bioassay Using: proloc&s descn'bed in Task SA,. CO~SCLTA:\"T ~h~ll colk~""l sediment for N'O testing ~\lents conducted in the dr-j,"J,eall'ler $thO.1 of 1990. During each CI.'etlt, OONSt.rL TA....Vf snaTI coDeel five sedimem samples from Station], iliree samples from Station 3~ and £v,'O samp1cs from Sta tion 2 and sh an arrange roc de frver)' of me samples 10 the biological testing laborn,OIY_ CO~SlJLTA..""T shall perform sediment bioa.s~ay testing in accordan,,'e "'ith the procedures and o.-ganisms spe66ed in the June 20, 1989 and July 21. 1989; and Febru:uy 6~ 1990 letters from the CaTifornia Regional \\-'ater Quafiry Controi Board (Regional Boanf), except as nJcxfif":ed llerein C'4" odJef\lr,'i~ appro ... ~d by CITY. roNsULTA.~-r snaIl perfO!TIl two set oCsediment bloassay tests that shaD include (ell (10) field samples, wim no laboralory replicates., and laboralOl)' conrro1:s using lhree types of organisms. CONSUL TA.~T shan penorm the foTIo .... ·ing si.lbt;,tSks: 2 O:xxdinate with other South Bay discharges in ob{aining organisms and conrrol sediments for me solid pl1 ase ~sa. Perf{)fll:l sedimenl hioas5a)lIt:.<;ring. Perform cakuhtions and inl'!rpreratlons of the res.u1ts appropriaTe 10 the test conducted. A mean and star,dard deviation v.'ilI be calculaled [Of' t11e bivahie embryc-, Rheooriniu'S., and Eonau~torius te~ resuTts and compared to controls. using an analysis of\lariance. CO!"SUL TA."T shan analyze and' inte.l'JlreI an bioas~Jy resuits (including 3 d<tTa sets from 1989-90) and prepare a report for tbe -sedimenr bio~<;s.aji program.. A draft report shaIl be submlrted 'IL"irhin 8 ... ecks <!fll!Tcomp~etioo oftne fin:.!! roond of sJmpIing and a final report shan be issued no brer U1JIl 1 .... ceks after receipt of comments from CITY. • \ • "~~, :..-. I , I I • ; , '.;;. . .' i -, .-;; . " .~:<" : .. ~ .::;: o Task SC. Labocalocy Ana!)sis o The ooje-ct;i\li! ':!f ~TfI..pl~ i1P.~yS1S ts KI obtain results ,.. hich meel or ~xceed me established regu1atocy criteria foe dala qualit)'. In gener;!1, the sampling and analysis procedure!) shan fooow speci6cations give;! in the June 8, 1989 Jetter from the Reg~onal Board and subsequent alterations as specified in Regional 8():lTd ;etters of June 20, July 5, and Jul)' 21, except as modified herein, or e:c.cep( as agreed upon. by CrTY. The chemkal coru."tituents lO be: ck'lerrninro arc: I) Metals (As, Cd, Cr (to<aI), Cn, Fe, Pb, M" Hg, l'~ St, A~, and Zn) 2) TO(aJ organic C3Irboo 3) Suspended $oOlids (,,",'ater only) and total volatile solids (sediments only) 4) Olloroph)'ll-a, dissolved organic carron.. and lOla! ammonia (each, ... ",:ater only) The sampk preparation and analytical memods 10 be used during me COUT>e of lhis projeli: """ill follow "clean technique" protocOls ~ .. bere appropriate. Aqueous s.:.l.mpTe-s shan be precoDcentrated in effons :EO achieve the l<lVro'e~t practlc:±[Iie detection Emits. OONSULTA.''-T sbafl make aTI artempts to meet the method detection Iimhs sho\l,~ in Table 2. However, such }O,.",. b'els rna';, nO( be anainJbJe due to m.Jtrh. interferences and oiher fack)f"S. ~ Analytical requi.-remeors shall 'be matrl"ll: specifIC {!.e.~ ~ill depend on lio hetr,er the mam.1I, rs water. or sediment}. Dis5Oi\led and Iotal met.:tl concentrations shaD be determined for aqueous samples. Sedimen! ~mples snan afso be analyzed for grJin size and moi~111re content and c11errlical aIla1)'sis shafl be performed only on the ~ie .. 'ed (100 micron) sedime 01 fraction. Task 50_ Dala Analysis, [nlerpntarton aDd Rep{}I""l Prepar3r~llD The resultS of the analyses v.11l be compiled and evaluaTed 10 3ddress potential effectS of the .(:xlsri"ng RW(JCP effluent di:sc1large on water quanty, sediment quality and benthic biot.a in the Soutfl Bay_ Dala obtained during flCld and laboratory im·e5tig:trions wEn be reduced, tabu!arized, and stau-<;ticafiy analyzed .... 'nere appropri:ne. Tn gener.l!. tlJe waler quaIity~ and sediment data from sites situated in and around [he RWQCP dls-.:"hllTge ~·1.11 be compared to analogous data from the appropriJ.!~ b3clground sile. A finding of statistically· siglF' ,-.; 't, elevated coostiruentle .... els in 5.:..Imples from neJJt,)· or offshore s.ites; IDay be indic-dti .. ·e of yotentiaI ad .... erse impacts. The data "'IIftll be evaluaied ",:itn respect 10 e;tab!ished or recc,mmc:nded rrgu!atl1(")l crllena ",'bere applicable and ... ;]1 be C"omp~ed kJ hlsrorical 'ialue~ reported for similar analy:,es in olfler local and region aT studles., as appropri a.t e. Scheduled Del"iwrables Scheduled deTi\era-"bks are as fono\\.s~ 1) "\\i'Irhl n eight v. eeks of the conclusion of ea..::h fidd sampfi n g 3 letter repon (6 lOW T) ~ ill be subm..lue.d kI CITY transmitting !he ra .... · boor-Jtor)" dJtJ for me pt:runenl s:mlpfing e .. ·em. 2) A brief (i.e: ... several kxt pages flus dJtJ) scJ::;.on:.l.l d:'U;t rep(>f1 lIro'i.!l be s-ubmined 10 CITY u,'ithill 12 .... eeks of the fma! 5ampljng eH:nt of the fjrst 5eJ.SOn.. This report "",ill provide limited statistical data summary (i.e., mear15 and range!) for e:K:h parJ.me~i, but ... ilI nO( include d~a interpretation Of ar,a.Tysis.. 3 ' .. -..w".-.--L • .. . \ , \ \ \ --~; "-, .. -"' ' , .' ,'-. I 1 i \ "'~ . o o 3) A fmal repon will be provided...., CITY foDo ... :ing Lh<' c:ompleuo~ of me second seaSO("J of sampling. It 1S currently en\lls.loned l'hat the last sampling ellent ";t,:oo!d ut.e place in FebnJary 1991 and Ole drafl final report would be compkted by June 1. 1991. The: fmal repon would include, as appropriate and as t!ata ... ·:kIT.lr.t. the fonowing: comparisoc of water column Co.lCenrrarioos \IS. scdiment con,,"e n rr:ulons comparison of sediment concentrations \Is. sec!iment lO"icity cumulative probabiJi!y pToo f-or waler and sedime;1:s average {mean} values for-eacn station spatial plots for "rater column consriruents comparisoo of water -column concent:rations .... ·ith salinl!.y, TSS, TOC, [)()C', fOe:. Mn, chlorophyD-a, pH, C\C. comparison of sediment concentrations ... ·ith gr..tin sl1e and TOC. Data from an additionat statim] (S8-5) will be prQ"'ided by concurrent South Bay oi:SChMgers. (SBD) smale'S and ,..ill be incorporated into the final report as needed. Dat.a bandling and analysis '11m be COOd"lK:k:-rl m:J 181.·! compalJoIe per~niI COGlputers and an reportS "'II.rill be produced on NBI equipment or equiva!enL CO~SULTAST sllall provide 2 copies of eadl of the freid sampIlng letter reports ~ CITY. The seasonal data repon .. 'ill be provided 10 CITY in finat format (2 copies each). The final Feport "'ill be submlned k) CITY in draft (5 copies). interim final (5 copies), and fln:J.1 verslons (SO copies). 5E:.. Meetillgs and Coordination CONStJLTA~'T sball attend 14 meetings over Ll-k:: COLJr~ of this projt'ct., as directed b) CITY. Included are: sit meetings .... ,ith CITY six meetings "1m SBD two meetings with Regional Board It is understCK"ld that this monitoring progr.lm • i:l1 re~ui..e .a strong deg-:-ee of cooperation a~d coordl nation .... ·ith the otner cfiscnarg~. CO:'\SllL T A.' 1 shall cnde J .... or 1.0 coordina!e field sampri~g e\o'ents and 10 use ru.ndardized sampIing and anal'yuc:tllechr.iques wl1ercller fOS.5ible. Ho\lo'ever, alternati\le methodologies. a-T the approval of On", may be used if they can lmprO\.·e sampling ef6ciency. reproducibiliI)'·. and datil qU:.lrity. 4 • ~. . , '- -:';~-. ~~.- , i 1 4 J 1 = :: • ! ". o " " " = • = = = -" ----~---" " " " " = = = = = :: • o • " " " "1' " ~,~'~'. ~~ = = = = • = = = = = :: :: \ Table 2. ------- Cadmi'llm Chromium Copper Ire. lead' M2Dga:ocsc l'icic:I Zioc Silver Mere.!y Arselilic Selc:ilillm o Summar! of Tracr M~tal Detc:dioft Limits ror Wiler Se-dimeal and Tissue I J --------------- v.,"ucr Sediment Tissue ('gll) (nglg ~ dry ""eight) (Ilg!g -dI)' weigbl) om 0.05 0 (tolar) 0.1 0.05 00' 0.1 0.05 0.05 0.3 o. I 0.05 o I O. I 0.1 0.05 0.05 III 1.0 0.4 0.02 0.05 005 0.0::0 0.01 0.01 0.1 0.1 0.5 0.1 0.1 0.5 \1 Detection limits are objectives. These on matrix or chemical interferences. may vary dC'pcnd"ing SDurce: San Jose/Santa Clara Stud'y Plan it~ : .-::~ "), .- :" /~:t~:' t-.. ":,-, , f , . • • ,I.' , j / , I .' " " " TABLE 3, PROJECT SCHEDULE MILESTONE Contrite! Award Wator and Sediment Sampling SedlmQnt CioMsey Laboratory Analysis Dalil Anfllysis Leiter Reports Bioassay Rspon i ~oaeOM' Report • Drnlt Final Report Receive CommenlFJ FfOm Palo Alto , I • • 1990 1991 Apr i May i JUf1 Jul I Aug: sep I Oct I Nov ' Dec Jan! Feb \ Mar i Apr! May', Jun-I JUll Aug' Sep'1 Julv A, 1900 \l <>-~~_v:o~~'~'~<> , , , 00110UII.I1' WI.h .wo (~) Of'( WHI~ar Sampling &veme ¢ :> r"=r==' =~ , , = , = = J A'-~-~~-~~~~..A • • I, 5 • ~ ----, , c = • = 5 = 5 = • II WfMI~e Allin i!lIlIh SlImpll"!I I!VIII1' ~ Wlek~ AIII,( Eauh Bllrnp1lr1g Ev.", f':.. f':.. f':.. f':.. f':.. f':.. 3 II Wltll~" AIllJF Fill!l' Semphng Ellt\nl , ;!; 1;1 KlII1kB Alillt P',I1RI FI~I BI~RII,," "Iarnpltt EVDnl M.~:n 1991 6 June 1, lliUl '\1 i Interim FinAl Report Ju .... I!l.19~1 /). Final Report Jul., 1,1991 D. <' "," . :-1 ,,' I I • I () I f -'c, , " .'. ,-, " "f " . , ._'"./ . " .. ;" S!!. . ,"';11(' " '. • ·h '.1',_, ',~ "~'-~;~;~:- ; ' .. ~;;::"~EGIONAl" WA~iTY CONm:.tW·~AR~·· ~D~~O' ~ 1J!A. ... CISC:> I ..... y REGON II n J"C«SOI'I S'TL<n. ItQOiIi 6IUQ O"~1:I ,u,lD .Mr. ";illia'D D. Miks Palo Alto ~';atu Q>..:alir.r Cor.uot P~anl 2-501 Emhrcajero .... 'ay PaiD Alto, C,,-9.003 }'1r. E H Bra.ate~iell • Di..-e:H:·r '"ner Panuticll: Co~t:c,l Pl'Hi( Ci;~ of Sa c Jos.e ?OO Los Esteros Roaj Sar:. Jose, CA 51"5134 )''Ir. Ed'loL'3.!'"j .R. Ja~es Cit): of S:.lnD: \'ale '.0. IXH. 3707 SUDI:i,)"vale, c." ~':Gg6 h~e •• 198" FLI!:' ~0'5 :-119,S~'II. 2189 Sell". :2 i !9.!:·1 !I:C A-~) M) stafr bas re\'iewej" ti',~ re:eh'Ing ~'ale: S'\ticy ~8.::l.~ (Ire:n 50) thzt ~c.o s!.Jb~jr:.d t'l' "~2j J. The £cals of tJ-.is :",'D lear lo~g .stl.l~)o a.e 10 p;-o\i,!e data that \i,.'i!llelj to (he Sl"ni!l.6. c·r Silo!-S;>:.:-illC water quariI) ot,je:tj"e~ far tox)c: c':I::.,tiru~ots in t1l~ s.....,~~h :Sa} Tb?~ 5tuii.e-s require that ~\.:~:r3.i parameters te mr;:.r:;lt::m',j' """'3;er q'.IaEry~ secf;rr.enr G-u",hry, ~,i~a.:-cu;nula­ tiDe, and :sejiment lGxici:y. At] of lhe:ie a:;;:.e.:-t.s cc.ctri1:ll.,:,e, ei:her dlJ~:tI) or lodrre:t!:. ill t1Je IJa!:!' of L'1e SlU.c!y. v.'a:er Qlllrir-y d-'it:i can ~ U!;ed i!: cc·t;jun.::ticc ~ ith t:X:sti:-,f; staod­ ards Bio2..Ss-ay tes~i!'.g ""in li"e dire::! dar-a on tt.e to1.jci.t) of se-d":r.,ents in the-:5:\l.:!~ area...<. a'nd like!}" diu':-l future se:!ime:.t 't:,i'~J:!.s<;a.}i r:n~iliw~i.n.& in tbe area Se:fimf'rlt daa .. ill be used tl) 2.!s,e.>s i;rad"ieOlts anj as suPvcning inf()n:·,,,ti0c fc'r seiioeot t-ic'iL~a) ~atc Data '" ~U be m.ed in 'both the cost/ir..pa.:t aj?~ro2:.:h fOT s.e~ti::.g ... :a~,;:r (i\,;::!lir} "bje:::ti,,:!"S.., a.r"j io "'l...'~f' 1001,1 2.:1.x-atioll u,'),:'!els. Thf';. .... m aha t·e \.:",.:-,j t:) tari:"t (he need' for fu!rhi'r s~uj;e; in t!",,'! S:''Jth Ei;.r_ I ar~roq: the stc~Y' plans slibj~:::t to the foGc ..... iI'.g cc;uditic,t5.; The-s.e conditions :f. ..... e ~e:: di.s.:C5'-e-d .ith F,,,,r co~suTtar.t.,. Ple:::..s~ SUbClit a revised s~\.)~} p7a:J b;::o~p":::,ra~lr'>! t~~:;.e COrli:!ltiC'IC.S c.o brer th~c Ju~e 28, J9n. 'YNI 0:2) be!,)::! )'=':1T .!ilUj~' bef.::·re 6e fILa! '5tt'~~ t::an!s ccrr,~~e'tE', ho ... 'e .. ~r. 1 1IIIIIIII11:,"'&1 .• ~.P.7.17"'_lI1!r_ ... ' .-~~.~. ~ .r.-~-~" " 'c'';, " .. .;.,.;" .:.. <, ~ .. ~ ~ ff~"~~~:~: ~ ,-«..;ll ;! : i . -:'> 1:~'~'- }-~~·::i:f: '. • \ ; _.7'\ }\ . , .;":.- 1 • The m<><1uteatiotl$ ifI tilt STlJ"Qta.ns l1e dj ..... i~e4 uno (wo Ircu.Pi= Ci)aO~ and recom­ mended' chanles. CoDc!itiolU: m~t be iDcorporatec! 1zIoI0 the rUlAl stud,. pll...c.. RecommeDd'ed chl.DlU are ite-au WI 'iiI! reet .... in IIdp to improve INdy pc.norml.DCt LCd" Lbe c-om.plnbi1i- 1)1 or data (rom tlIe three 4i)cJw,ers. Coa41tIoDC: I. Sa-bOil LQ!;atioQJ: Sa.n Jo~/~ntl Can should .~d' {our { .. ) IdditiooaJ Ua~1U 10 its monTlor-in& prolra.m T .. -o DC t1lese 5tuioc.5 III! 10 be loca:ed' in M01lr-ry Slo .. ,b. LC(f ~'O iD the cs:ctp ..... attr cl:l.n.Del DUf t1'le mouth of CO)lote Credr: (~e Il'ta(:hed map). The Mo ... rJl SlouSh stations .",ill be Ql.t~ u siovlh coctrol stations for Arte1;alI aod GladlJupt SlouJ'fu. &Dd' .... in )I~ld' data thar c:a!! be u!.td' ia correb:tioD iIl:u)'sis or l1'1I:::!itiocal "'illu/s.e-dimec.t measures lad' 1D!c:als J.c .... els 1lI "ilter, sed'imetlt, aolj ti5sue AdditiOD of the~ ,luioes ""ilI anow f\ulotulCatioa oC the relationships ()r the-pariC'lctert of iettrest in • "aat1.lr&J"" Iiouib. (i.e ... Doo-Soe"":lle" af{ecte~J .n~ iD s,e""'lle affected rloullu, In ad:dition. s:Dce Mowry Slol"llh is lubjt'ct 10 Oov.' (ro:n IOrba!:!. !'\IDofr, biol,:c\l1Du!ation measures. amooj the sioullu may yie-II! iafor;nujoa OD the relative Iva.uabilif)l of metals from s,e"""e \IS. ,;rt-a...!l nHlooff. This p:ll1kllJa~ USC" cf 'tlfol:e'Umu.Tarioo dna. is Dot spteu!ed iII the permit. &:liS is Dot here li"eD as & ntiocale for ad.jin, cocaol SlaboM, b'Ut may be • valu:abte ·utra" to c:ome o'Ut of l1"Ie mOlJi"toriD, ~ro,run. The other two sutiOC:5. 1oc1ted II and our the mouth of Coyote Creek (.s..!'e Ittaebed map) are reeOmmI!Dd'ec! be.::auu: 'llIe s~bmfned stud), pla[lJ lacl stations thlU ~t tip I c$iJ'tJ:Dce ,r.ild'Jela iDto l1l.e ba.) (I$ reQuire~ by permit). The ''''0 De\Al stations "'j] 1>e g.,."d by both Sao Jose!SactJ: ClV1; Ill" S~c.n)''Va.Te a.s lrac!ienl statioru, atId' ... ill pro"'ide me~urt:S of met.a!s cooce.c.tntioM IDeS traditional ,,:ater;s.edimeot plnmelC"n. in &.c. ve.a t}.a.t E!lay be subject 10 dl.alllic.1 sar1Airy ... ithi!:!. tid'al C'ydes;, and beilU to potenuw), silnir)Cant metals fanOUL Tbe Deed (ae ~t1I or tl!.e 1:111:'" statiOc.s l1Ur the mou~ or Coyote Creel: ... ill ~ e .. ,lua!ed arlt:r the r...,,1 sampu:C1 5ea!oOD. 1f ... 'e feet that dat3. (rom the :D.e""' station f&r.hest in:o 1M B~y (SB6) 40 ZlO( enha.z:!c:e rewl",tioll or the-Ir.lCleD! (ram Coyote Creek 10 the South Bay, this statioa IDI)' be dropped (rom further samptioJ. Para Aho is req,ufrecf to saJll.pif: If proposed' stations Oil! (l.(S84J)~ ""0 (2)... ((lr.J.r ('\. IlDcf Mvea {7). Tb~ Ctr)i irl.itiaDy .,ro~d" eillH .tl.ttoru Oil the lSSl.ImpLio!!!, that mODitcrlnl would be dODe oal} ",ice.PeS JUT. Tbe rour !Uation.s required .... ill (ill the needs or Ihe sampfitll ptoZnm, and' SUl'pty data at a level equivaleDI to the other ~'o dls.eha.rlel"l.. 2. Bioac:c\1miJIatloD $.a.mptitll. lii:liicC"umllbtioa nm.p~iI!i wir1 COnsisl of' ODe yeill or bbofll­ lOry bioaccumulatiac Stud'les or the ctam Cor~iC'iJI2. Tbese: in-I2b srud'ies wiD be ruD wil:ll aD efn ... ent <!iJutiOll series or ,Utie: n~e'Vll' 'CeSt\. -.':'tll c'Ll...m resideDce times or o"'er ejillt ... e.eks (eoDsistut amoDJ s.an::lples. for an cfiseW,HS). T ... o laboratory ruM s."hould be made in the .... et seasCD a;od two iD tbe dry SUSOD. PO'plJlatio~ used for stud) sl'l.o\lld be sampled prior 10 ea::l. labclratcT)' .I'"U.A to det.erml0e bJ;C1.lroUDd metals levels. Becaus.e an me dis­ cbrlers .. il1 we the same source (or a.c.imals. an <f"l,sdl&riers earl, share tbe sallie bad':lfouDd" data. nis s(llody ..-iltlIlo..-q ... antHtc:ltiorl of me-tl.ts .ecurnutatioa ia a coctroDed sir1J,ltlon. aDd" pibpoitH meu OC partic:\lIar conCc:r8. A~ reQ.uirei! duriol tlle rtnt )'ev ue CI)'t stu~­ ies at ucll of the outfaIls. dOIle-Oll ebb I.Dd flood ti~l!$. These studJes should! DOl be Dver- i:" ..-'Pic. (u .• cf)'e from ODe study should DO( be dtte-cta'btt du.rina the RcaDe! st~~y). Tbest 'tudjes s.bould (onG· ... d,'e toDce-nlratioDS Dve; Ii tidal cy.:tes, or until dye is DO "Joc.ler delect­ .trk Os! .. (roro these stlJdie$ .'iII heTp car,er the sarD.plic, s~OOc.s to bt lllJll.pl~ during tht uccac$ pe~iOO of the ftud'y 2 'L • \ , , / , r , I t \ 1 <~ \ , I , , , '\ .. \: " • • , .). .~,. :;}! . ~ 1 j i I I . ( .... ,. .. in toasi($el' b~CUm\lr""'\D sampIizl.,a i:o t}.!;. f .:\d. u.s:OJ ba3ie~·al'lIts • .,!;e:a ru.rther stud'y proposW arc s'Ubmi't1e-W fe-tr'U.lry. 1990. e."1&t' ~tvl1\1t!..lI-""" protocol '9f;C'ir..ed b)! tlIe Cali/omil MlWet "Itell PrOlirutlo. '11m be -.u.e4 110111 andiellts froll! the thrH out­ falls, IllI1 alon, the Il'1Idiec.l in 'Mo""r)I SloUlh. The choice to IIlSe ~n.:-d' bi..,al"oles "u =ad~ (or I lt1.uc.ber of tNJOtlJ. lOme-o! .. hid, are liste-d' uToy. • A V IJ11bility -The resident bioac-c\l:Du!ltc..Mo pr~d La tbe sruljy ,platJ.s t.re limite.j it! IVlllabmry Co[lectita of the~ &.arm,Es (Of' IDODthl) Of SCa5CoaJ &U1yst'S C"a.ru1ot be .u~~etd Bi.U~1j biva)"'e5 (MJ'lir~ td~lfJ. CrAS1Qurt12 spp ... anI! CerbiCJ.j- 10 s;",p.} ue '''lJll'ole (or ~ ..... i~out ~aDier or 4epleti:c. "the populations. CObtronabilit) ... Using tn.ru.pluted: ofjanismJ conrers • de&ree: or control 10 'lIlt' Upc.i:'IIC'Df that is Dot possible .·ith rl!'sideDt OfIa!IIsms ea·ck,ro~ed: le ... 'eh of poth.rants iD trar'!S­ pbets caQ be. d:ettrmioe~ .'ith • mioilllum c~mber or COOlPOS­ it,. uI!lp!es. Ill. ."ditioll.. th~ COn,.,;tiOD or tl'Jese aDimlls rrDrD s.ampT~ sanions .'ilI be retau""e!y UJ}' ,olIl",are~ 10 COnecLiOD; oC residt'Dt IlI1ma!:s. Compa.nbwry .. Be-caw.t of the .vai1ability aDd eoeU'ona­ bi11t)' (dis.:u.sJ.ed above) or t..taruplll1~~ bi .. 'a]'''ts, the (lata t"aa ~ com&lartd' bet\ll'eCD stations .. ith ,reater eocfidcn<:e. Uu Dr the thref: lUI mentione~ ""iII prc\llde col%lpa.rat:Je cfa~ llIoDI t>Je lradie-nt (rom (tesh"'"lttr (l.D IloD~r MO'HY~ A11f'Siaa~ and Guadalupe: Sl(lUI'hJ) to saJt .... l~r statiol1S. The ~ or overIap- 9iDI species (C(;rZ,fCl<14 to Cor~icr.J.:z/CNUS(}Jlr~Q 10 C'u­ :twru:,/MytiTw) .JoDi the saliDil)' In..dieDr ill the three slouIM ... m ec'fLaD.::e e.:;mp.rabilirz or in,er-spec:ies data,. and the three sTol.llM ..-rn Ih'e 1U • qiloatltlUtl"olc measure oC how ... eD eOl'1~rated tIle ilI~r-spe-c~s. musu.m art btevr-eea loca­ tions 1. Saml'titll Fr~t.loetlc)'. The cr~hlJ'i~r .... ill SLaJple durtn, the .'et Illd dry seasODJi. Eacll sutiOD win be sam'pIe-~ three times duriDl tick ).elSQa {sa sa.mplml elle:cts per year) lO provide a measure or llIe VIL1:i.lbilif)' ,..i.thin • JUS(lD. ,,"'ater ud se4imtnts ""ill be &ample" dUM!), &II si); sampTinl. c ... eDts. Sediment! (or sediment ROUcHY ttstiC.1 ... ·ill be ,onec:t.e~ twice per seasOD. Dry lDoaW are derUled as July-Aolcst-St;ltt:m'bu. and' .... et mODW as Dece m ber -Jiltl uary -February. This sampung selle-du!e ~ CbC$f;D ~CllJs-e it .... ill me;LS\r:'e the lllnu.al Allie: of metals values jQ I JZIanDtT eQ..uvaJcDr 1.0 monthly mou:iIOr-ln,. and .at the same timt' be mort' lUefuI analyti­ cally • .(. Sam"le !!.minl. &amptiDI £0"-eli;:h " .... e:cr. for an d:is-:'hlt&en~ sh"uld be done co ~ODseCU­ rIve d.ays. Elel .rzdit'Dr sboutd ~ sampled' .'jthjo. Cine d, • ..,~ if pouiblc, This is e:speclaJ]y imponant (Of ~ter column s:a..mrliDI. J • \ " ! I - _____ L_ .. ___ ~ . --------------~------ S. [)election Limits.. nc d0oa.1iaUts (AfU..Chm~tH 1) and co~0j.D1 clean l..eld U(:hnjque.s. 10 be w.ed" ror thr! :;,.f.ldy are IS propos.ed iD SJ/'SC abd SU1. : .;.""I:.le srudy pI.l..c..s. Metll5 kve-ts i1I SoOme sa.mptes m.y be .. illl caoulh to )";eld detectl'b~ ~;llts wi:l.1 leu upensj .... e me"'ods. A .u'bsa.mple-or Ul)' sample au)' be us.td 10 6etermi!le .... hielll meLh04s .... ill }I~ld dete~tlbre resuTts~ if sue!!. subs.L"!IPtJnI does lI.ot .leopatd­ i:u tIle Ul.leltit)j or the sample, or m.ke it ua.rit for &c&.lysis )'ield"~, Io ... u dclbCtiOIJ limits. Lo ... · det«"UoIJ Se-veIs att aece-.s.:sar)l j(. Inc1lt:t:t Dr met.a!s k\leb ifI the b.y an: Ie 'be cb­ served. N'on-d"etecubit ru,"lts '-ould compromise-an the daa c:oilecttd: in this JIJllPtinl er(ort. lD ,dditiOll. me dea.a te.:-hniques required (or lo .... ·er det.ecLicn limIts .. ill reduct mew eoc.tam..iaat.ioD d\lri.DI ~m"l..ie.I. .5. Sample Replicatjoc.(Te-:hc.j~~es. One saJ:!l.pJe til ... ·.ter will be coDecte-d: .t ncb. site dOl-rills e.ch samprie.1 e'-tat. Three replicates or s.e-dirr..cn{ .... ill be corle-eted from u.::b sIte durill. each sampr.iDI t ... eat. Tht ~d"i!Il.e.c.t ilJDpTes .... ill be comprise-d or a $....l1pe of surfi­ cial ~di~cc.t It least one meter iD lea.th, te> mimjC:·tomD~itinl. 11 it is Dtlt posS:ll::le to take I -sediment scrape (e.l. d~e~ .. ·.eer). rI\le lrab samples ml}' cOOlpr~. repricatc. "e .... ould prefcr lJllt s.e6imtnl samples be tak~n (rom editS or c"haD.Dt!s at shane ... · depth! ill order LO m.a..ti:miu comparability or data. Pre-o;ious research (Luoma, 1..1505 .• pus. comm.:t"rom t1Ic SoutA Baj indicates that r!ptic:uiOD .nd compo~:tiDS or sedimcDt sampl.!:s is Deeded 10 dete;-I IUlIODI SUlUoC d'if{ennccs in meuls cCDce!ltr1tioDS. Sediment J. • .IllpTes. s"houTd be sieved throuih • ]00 micron s.:reetl 'before metals a.n.aJysis.. The: reswtin8 data s"hou.ld be ltIorclifizeCl 10 62 microns, usia.1 Inm slu <!.au. MetJJj are lJof"lDa!­ ty fouod iD the (iot (n~tioD of u~meat samples. I-Od winl this tec'h.rJque ..-m rel%lO"t iIuerfertoce Cram C:OL-:s-er lrained sedicetlts TQ ec.sute coDectiotl of hi"" ctu.arir)l samples. f".eld sedim.!:tlt saaJptiC.1 shou1d 'be d(1.ce R5iDI prOCedu.tt5 o\ltlioed' iD the PuStt Souod 8ioas­ sa) Samp!in, Proloca! (Alt.Icf.menl 2). "UDfeu other...-:iSe: spotcif""ltli. 15. Sedlmect Bioasuy StatioOJ.. Sediment biolJuys .,m be required {Of f'tirr·O J,I...IIlopW:lI1 C"VtDts per sea.sOZl durio, the stud"}'. Samples ... ·m be u.\.en (r0D111mOSl an stations. uslrla prpee­ d"I.l1CS required (or s.ed"imenl sampling spec:ined" ,beve. Three orlul.~ms .. ·m be w.e-d at eacb site. The specLf~ proc:e"Ufe:.i IJ)d s.am~rina r.ched\<T.e will be provlded 10 you by Juae U. ,~ Missill. DIu. lDcompTett data sets will be-llDac~e'pa.blc Bec:ause or the restricted umpIltl' time aIio"'·e.:i ira each SCiSOlJ tl mODths) 1.Ill1 the in-lab time needed Coc ~ple am!ysis, the consultan( may .. ish to tal:.e Il.Co utra QtIl.,-re (or ..... ter &!lod ~~ments It aeh s13600 The COl1Suitant may aho ... ·ish to ~ the option or I.e. extn. sa..m;>!irll nUll if QU is .mw.iDl (rom a data set. This Utr1 .s.am~tinl rvD .. ouid be in lJ)e ume stuo:!:!, Uld: .. ould CCl'w"er the-complete ,n.d:ient that was missici the data lXJiDL .... e belic· .. e that daa. (rom this s.amptiDS proltam are tl'lf minlmuQ aeeded to ck::ecl diffcreDces amail. !ootioru;. Any m.is.siDl dlta ... ·ill eompromise tllt eetire prolnm. I. DaU! AD-alysts. '·e intend 10 w:t the study "sulu 10 d~tcrmiDe:(J) lIe mere satioa errects over a sradient or over the w}o.ole sampIi.n& .rea for any o( me eons-tiruec.t! measured a.c.ci (2) do any or the metals 'ppoea: to be si,e.ifjcaatlj· lJ:soc-~ted 'IIith "&I1y of the ot1Jer mcWs or pll}-tica1 f.ctors melllufed' in tJlis study. At ~ minimum, iD ..cJ:d'"ition to Ill~· a.n~ts or fig .. res that the d:iscwaers fulare impolUtlt to iD;-lud"e. the cf~wlen ,.·in iliIa.TfU data III rona ..... ·!: L , , • , , ,- \ \ ' ... ", "" " -, \ -\' -- - , . :~ . .. JU.a.~. Ita.DWC! devi&tioa.~dl1d' tITor. mu~. ~ed·..lD. of an ~eten tor .... samplin. stUODS. (or IlIJ lta4i~ &.IllS for I:otite dau -.et. y AWy!is or "ar~t (SuUtsttd: test for a.ormllit')! before ttsilil,. if aOD-tlQnaaJ or if aot Iol-Dormal'y 4"uuibvU4 tIIu n.d dtQ IrldaDdyu; \tf~ parametric or lloll-puameuk ..... or both) I. Ow-"'I) -Its: for statiOD effects 0:1: nell etlvitoDmeDU:] varia~1t (He-DO 1Uti"OC, ef(~ct3) rOt an samptic, e"tDCS iD I JeI$OD. If si,oir.;ual cffe-ct! oc.cUT (P-O.OS) ill aD)1 ~lIble do 'pJ.i,..,i,se com;larboru amot, JtuioQ~ usiD, t-test! .. idt Saarer- 1'Oc...i probabilitie1i, llJustnte l"e$uTts Of' prc\,idt c.omplilter OUI~ut 2. Y..,o·""JY -~u an ~n\rito.om~.oti.! "ariabr.es, wi.:!', sca:iOD IJ:Id e"'elH IL'$ cllWes. (\leet .. l1j ba"e three ItO ups ... ithiD it Rmpun, evctlts ',2, aDd' ). rr~d'par C<lmponetlt ADalysis (SuJJested" If daI41 is Dol florm~t st.andaid'iu all "'.1U to m~...::I U'rO Ill:d 't.nit "·uia:ace).. Divi~~ d:atl iIlto {j"'e s.e'paratt d..ata Rts (or PeA.: I. Sedlm~tlt Chlncleristio CtlIitll metals "rl~ .'ithout ttlnabi) 2. Sedimenr Metah,~AII metals l. "·ater Chemistry~TOC. DOC. Suspott)ded sor:i&. 00, Chto­ rophyll I, PH.. Satinif)'~ Ttm.PC'ratl,ltt. AZ%llnonia C .... jlll ~etaIs .roups ud' .'}thout a:.etl.!s lJ'0ups}. .. "Iter Metals. d'~o'I'IIel3 ~. lr'ater Metals, Ictal Correlation AIlal'ysis (u.s.e Ctl .beTe 4ata set, IS ""eO I:S OD IradieDts aj'Jtle) I. Data: mauil. of .. n mea.sllr-n. Presea.t tofue data m.ltri .. ud' indicate siltl;i1K:1LC.1 r .. va1,"es. St pata. PrtseD~tioD. Dati sbould' be preseDted &S fotlowt.: J. One· .. · .. )' Ul4 Twor""a)' A.~OVA tables. with silciflCatlt F ~V11ues iDdica~ed. 2. Bivsrlale pTots oll.Jo,;e PC IoC(tTeS withitl «:&,' clltl St-L A4d' I vector pelOt of the "-tiabTe'"li ""eiihts ..... £so. live the eiaeD­ .... h:e u,d 'the proportKla. of the eil~Il'llIJue ~coutlted f~ by eacll PC. Aao r1St 1>Ie lOW lIciaoce of uch nrabJe wit!'. Ibe priDcipal Com~c.e!l~ rer uc'h cate-Iory or data se~. 3. Gn.;b.icall)' rC.Dr~Stnr :EPA. "':Iter QUlllty criteria neet"­ llle!!S, lI.Sicl histOlnms P1e~tl[ b) e"'tllt.. by $CUOD. aDd' b}' : \'Uf- .. Sutt.mar-iu toxkity ~O£C and NOEL data fOf e:.ach e:o"­ poiDr Cof e.aeh test izI I a.ble. Vte wou-id fib clearly tabt:le~ ,epies or tbll!' computer priIltol.':ts (if! particu1&r the PCA ploo} ror the IlcaIys.t:s a.ame" lbo'llt. u .... to as c-opic.s Dr ~e ra"" da:a ell. disk. 5 • \ i , II : - I. 10. Data Jle,POrti!l., Data o data ... ~k·\Jp5 from t...'>e finl sampri~oQ"'::U be n°· ~1.,l,i7e" ... ith.iD 5e\ltl .... ef:k.s ~e wt SWI",re takello. Sed1me-Dt lrad + • .ir dlta fr>: the f.w-,.l e'lo'eDt mJ.at be nlbm:ne6 ... '~th1.D thre!! "HU or L"e r~t e~eat. rus..,ill &Do.' 1b Board Ie modify tbe-sampti.f!& rep'ic.tioD(r;oClposit~ desilD. if Dee<Sed. "'oduatio'llJ IIII)! deal 9o'ith increased' compositiDa or sample1.. 11. Totar Metals MC.\.5unmellt5. Tcw coeu.!s ... ill be: musured: wiD) the '"tr1dltionar-ICtal meW!; Inethod spec-ilie" by hJo Alto in tbetr study p!.a.D. The acid: Ie.ell lec:h.a.i.q1U ... in Dct be IC~t9tabje. This d~isbD wu bt3ed' Oll ttle upe-cted u.se or U"1J!itlOIU!l~' me&!lwed toW: metals iD (YNrt "''1.!It! 10ld aIlocatioCo mode!iDa. LDd ~e'Sired com~lnbilil)j or dati .. ith urbaD I1.IDO(£ Stl,lc!les. J. Fitld SampUnl The re~uiremer.1 for i~cre~ le:iimeDt samptil:il .. ·jU Dut c;oll.sU'1.mts. on tb.e S&mpr.inl crew. Sam,plin. (or metals req:u~res .·C:lUli field udl.nlQ",c DI)t flectssv)' (or more tradltioaal IIlttit.lTes; (e., ... amllloc.i. LOd: swpecded" soljds)~ Illd heot"e more r~!d tim~. Evell ... ith the lecfuc-Doa i:c time laiud bJ otnittiDa bioaecumuTatioQ sa.rnpticB. the rleld team ... iD be. uQder time C:Onst.ra..ill't!.. "'e recoctlttleDd that before the ltc'S1 s.a.mpIlnl tve.cu tal"t'J, piace I '":.rw l1JD-~ mld~. d~rIn, whidt.n reql.1ued ud1me~t AmpTici is 6on~. I.lId &t -which a persora tn..ic.ed in coDe.:tl1l1 c-leaD ~pies is aool1d 10 cheek th qU1lit}l of eol­ Jectiolll techniql.tts and ma1<:e suue.s.tion (Of impr" .. emeDU. if lCeeC!ed. This trW nlD _in safe,U11'd d:le lboae, i;:c .... ested i:c Iab<ln.tor) a.nalyses. of samples by anurio, that the sunpTes eonec-Ied R1e VJlid. h mall be adv&tlus,eous (o.l the cfu.:hiUJ.ers 10 WI: ('<Ir'O boats i.D the field Ie facilitate spe-ed in sa.m~I!nl 2. COOrdlnatioD, nus morutorin, prOlram RXI ocT)' wOrk il the discharlers ¢OOrd:tllte efforts ill lImon aD upecu of the $tvd}'. In puticula.r the l}tld Ampti.nllJ)d ditl ~Ofk-up will 1!1equire .... orliel lO,ether. The Deed for eomparabk data c:an"DQ( be too stfcc. .. ly Itasstd:. We strotl,l)" ".:ommeod [hat fOU cooperate iD e:fforu or d.ata eotry l!Id a.naJ}'1ts. l. llelUfu NPDES Jte-ceh'iDI "'ater SampIillI. Monthly receivic.1 Wltu sa.mpnc., IS ,ped­ (""led" i.a Table l Dr the-d"tsdlar,e:""s Self-Monitorial Prolnm. "'ill be Iw~o"ed d"uriDl tbe period' c:o .... ~re4 be): thls 111Od)' prOInm. The data from tt-is proln.m .,.·m replace DOnna) reeeivini water dati.. PJe~ COO-tact Cbery! Nit"D17 Of" LYDI1 Suer 0( D:l'y sw( at ("IS) "64-1262 or (.cJSl'6oC-"26'~ 1Cspe~ti'ieTy. if )"0'11 ha .... e .tl~ Q,\';'estions, --.--~ >- , \ • I i I I EacJoiurc:s: o T.~\e Map AtfKlImeDt 1-l)eteetjofl1..iaU" Artachmtflt l-Se<fl4!.ea.t Prolocot « • Adlom OUvieri -EOA Tom GrO\lhalJl -t.arry "&I'ker AssOC'iJ,lel Ihi! Jebel -C~ of hie AM T01lJ Hui -Mont,omtry EZiliDet:rS M.lrt, St;evensoa -x..ianet1cs Special' Studies Ma.ili:D1 List , '; , • Q 7 -.' . . ",;;., ~~;-: i'{ '~,~~r: -~J{ l t I = J • • i i ! I • i I t I ~-: ....... -=-TL ! '-t't I }: ~ i j • ., .. ,,-' " : I , I I I - .. I ... '" -c: -" -> ... .. III • ,- i ~!I[;~~~ __ ~'''~'~~''~~''~'''~'.2.c,"~::~.:;~:-::~~C''.,~~~~::~~:::: __ ; ........ -f ;" C':". o ~ Z o ~ " .. .~-"c 2 • • ~ ... Co Co. ~~ ~z-­ I "- F r ! < -.. J ! I i ! ~ t"t . -.;::..- '-htlnr., I r.it! tURf'll .,r...,Tc •• • clldIIIr.,. .... OIr_'-", I.' (TO .. \) '-' '.t L." '.t "'''''Y ..... Ifcbt t.t 1e1.,;.,. I.t IIt ..... r '.Il If ... •. t 11 Cftr_f ... lVl) ...... ... , ; . , .. T,.. '1M f-'" .. j IiIlt ... t:.!!1 ilz III iln t:.J1 kif'" '(oM '''L...,.,C .c-dIIy " •• 1' '·r.r : ... t ... z. LI.r~ '" ." ." ... ;y rYSrl > .. .. >0 • •• " to .,n ,,00" 11 n zo U ", '.1 ..... I.t , .'.' to. ••• U •. J .. \10 .. , .... 't ,.,1I1.1t .... hHe, s.tlr .. Uty .IKtt ..... !&IQl llI001lr 'rW"'tI~ .... • ••• J3 ••• , .. u " '.t ,., '.1 >0 • •• n III uiu .. ;-." hl.'''tIl bit s..n .r.-cToc-.. a..,. kkVIll'd ,. '!-I Nfl. 11 Ifor.. 1IfIIC"~ crh."'". 'I" l1li .... tCll*f ;- • ,-~ ", , < 15:.~ ~I~ t·. "'11, lNtWlt r !!tsOr ... tv _ui_ • ... '" • , 10 '" '" >0" ." J " .. I I >0 ", t ... .. " .. , • .. SO ~ If.;: t.' I.' • .to III ... , ¥ i ! FINAL REPORT TC·JU1·04 o • , ~ --... ~ . W' Esluary Program RECOMMENDED PROTOCOLS FOR MEASURING CONVENTIONAL SEDIMENT VARIABLES IN PUGET SOUND Prt',lrld .": TETRA TECH, Il\c. • .. rr~p .. rtd' ror. • liS. EN,'[RONMLI\(fAL PROTECTION AGENCY Region 10 • om.,. or Pu,el Sound Suttle, WA : TETRA TECH, INC. 11820 No.-l.up Wa, B.lln., WA 98005 , "--- .. .. ' f , I UTROOUC TI OK .. -' o Co~vt,tfonll Sed,meMt Y.rfab1es Su.fielal Sediment Col1.etloo Karc' 1986 COLLECTION OF SURFICIAt SEOIMfNTS fOR PHYSICAt AND CMEMICAt l'-llI'8lES TkfS St,tfon describes the prcto(oiS required t~ collect 1M Icctptlbte subtid'il hrU<:hl sed~ment u~'e for sut!stQuer1t J'lel5urlffT"ll!nt of p"'y,tcl' I~d themica' nrhb'u .. TIIh subject hn generall, betn neotfcttc2 in Ute p.s! .n~ •• mpllng crows ~a •• be., gl •• , r.l.tl •• l, wid. l,tlt.d. in d.c!~fng bow ltD calh<:t semples. Mo-tver, ~tIU5t sart'9h! (ollfctiofl proced'ures f~flueM(t thf Tfs~lt' of .,1 swbsequent '.borlto~l I~d dati 1~ltyses, it fs critic.! t~.t Slmpl .. b. colloetod .. fn~ accephbl. In~ ,tan~a.df .. ~ teclln1q,U'u. h Puget Soundl t."'e 1I0St c:crrmon ulTc;lHMQ: d'1!'V~(" rOf" subtidal sU'rffchl s!'dirnents is. th, InCId1fftd un rten bottom grab.. Mowenr, I ytritt, of (.or1"0 devices Is 1150 ned. The primary crfterJolt tor In IdeQ.ulte u~1er fs that it conslst.ntlJ tol1.et undfsturb.~ IImpl .. to t~. rOQulred d.pt~ b.low t~ ••• dlment su.f.,. wlth~t cont.~I".tlng tho ,.mpl.s. An addltloo,l ern.rlon fs that t~. sampl.r tan b. ~andlod p.ope"1 00 board th. , .... , ,esif:l.. AA wti'lerWhe acceptable Sl~lfr "1 Ift1d' inadeQuate sedwl"It '"mp 1 •• If It f, toe larg., ~.a." or .. tw •• d to bt ~."dl.d p'op •• l,. Collection of undlsturbtd •• dimentrOQulr .. thlt tho Slmpl.r; • Cr!ate. ~f~fmil ~ ~I\t ~en dt~ctnd1ng • For •• 1 •• lp.oef •• ,1 ~.n tho ,!dlmen! ,ampl. f' t,I., • Prueal 1II1clr'lo .... ~ng and tlttSS ht 'I.~te dfst~rbance wfltn ueendlng • Allow ~IS' ."tss to the Simp" surface. Most IIOdlfhd "' ' •• n g,"b. h ••• open 'PPH he •• th,t "" fitted wlt~ rU'bber n.ps. tJpon descent, ttl! flips Ire fcrc:ed open to .hfmfu the bQll( 'Wal" wI'Iereu LlQ,OI"l uce"t .. Ut fhp5. Ire fg.rctd' ctosPd to prevent SI~te tdnncwing. Some: b<a (.onrs PllYf so1111 flap!; t'hat Irf clfpped" opel'l UpOt'l descent Ir,d s".p sl'l!Jt after t1'1e corer is trfOQered'.. Alt~OIJ;:?\ IICst n~1ers stal 1d'e-qu.ttlJ 'Wt1f:1\ pUr('haSfi1. thf WUT and tnt" of reputed fte1d' use ... nt.ollJ •• duct> thf, , .. ling Ibllltl. A .. ",,1 ••• hould th.r.for. b. IIcnHcred consh~UJ for n~ll!! hdl~!.. If ~r'flc(fph'bh ll1t.~1!' occurs .. tll~ UlJ,1ter 'S'P\ould be: rf;la~re-Q" Clr re;l1aclftf~ tf I Ulfllhr h to be bOf"r()rWe~ or lused' fof' • project .. Us sulin; l'bl1lt, l~olJld be cc"'irned pl'lCf' to sa~l1r1g. A150, it is .or"udent to tlhe I ~IC.U:p SI~Ter 0'" boa"tf t"e sune, rf55el in 'Ise the prfmar] s~ler be~fns lea\fno during I c"wfs!'~ 4 • , " ,. ! > "1' , ~v . r , ~ .--.J. ~J o o (on_entfonal Sed~ment r.Tfables Sorflcl.l SedIment Colleetfon llare~ U86 t.e requl'.~ pt.,tratlon dept. ~t1ow the •• dlment .vrf.c. Is I fun'tlon of the d .. lr.d .. ~1. depth ( .. e PenetratIon D.pt~). 6.n".I1" It Is bolter to penotrote ~elow the creslred .. ~To dept~ to .fllm! .. Slmph cUshrbll'l(1 \then ttl! u~1ino d'nfc;e clous. Ptrtet".tfor. dept'll! Df l'IO'5t u~1fng 6ewfcu vadu with sediment (".rlCter', Ind qe"'tf"ll1, 1s grutest fn ftne sediments and 1!!5t 1a coarse sediments. Sampling deyf~es gener,111 rel, upon either ~rlyitl or • ,fston ee(~anfs~ to penetrate the sedfment. II bet .. cues, J)enetnHon. dept'" -c:.~ b~ r-.odHled b,. eddtng or stlbtf"actfnO ~elg~t (rom the samplers. T~u,. 1t is optfmal to ~5e • Simpler that ~IS • neenS of' lifigl'1t Idj'wlstment. If. UfIl"er cannet tonshtentlJ .,"hn the crt. Ired ptoetr.tl .. d.pt~, In Ilterolte do.l,e should bo •• ed. Dne. the slmp',r t. sec~red on b04r~ t~e survey .essel. 1t is essent'I' t~.t t •• surh" of tho SI~l. be ... de l"e"lble without df.turblng the .. ~Ie. Coner.lI, ... ~T.r. h ... 'Inged flaps on th.lr upper face for this purp.... The open.lng{') 10 the upp.r flot of the .. ~Ter .hould be large enougll to 111 ... 'IS, IU~II~1fng of the .e~I .... "t •• rro«. If In cpen'ng Is too Sill 11 , the .. ~1e Illy ~e dlst.rbed II tho scfeotlfl, ~(re .... ",ber Itruggl •• to til. I SU~'l~le. PENETRATION OEPTH for """ltrlll.g s.rffehl sedlme.ts I. Pugot Sovnd, It fs ro,ommeoded thlt the upper Z .. of the sedIment column b. e,.Tuoted. Whe. coll.ctlng the upper 2 ell of sedlme.t, It Is "",,,,,,,oded that • mlo""'m penetr.tlon depth of (-5 DO be .e~I •• ed for .aeh Icc.ptlbTe •• ~Te. Although the Z· .. speelfle.tlon Is .r~ltrlrl, It will eo.v'. thlt: I P.e1lth.ly "!Ont •• dlments Ir' .. ~1ed . • Ade«ult •• ol.mes of sedl .... ts can be obtl:ned r .. df1, for llboritory ".l",s • Dltl from dlff.re,t .tudl •• Cln be complr,d •• lldl,. S.~llng crepths ather thin Z .. Illy be Ippropr!lt. '0' .pe,'fI, purposes. For t'lta"ll'e. the: u~r 1 CII Df udfment All' b& requi.nlf to "etenn1r".e t.he Ige of the IIDst rect.t), deposIted sedIments. By contrllt, I .. ~l. crept. ftJCh ~ruter tho 2 CII .. , be requIred to ,,"l.lt. the "rtlcal proftl, of ndl .... t chr.,terht!cs or t. creter.lno depth· .. eraged ch'rlcterlltlcs prIor. to crr.dglng. If I s~1!ng cropth othor thin Z CII Is •• ed, eompor;'on. wIth dati from Z-CII d.ep 11~los 1101 be ~uestl.n.ble. DPERATION OF S~lE~ '~o •• mpllng de.\ce .hould ~e Ittlcllod to the hyd' .. " •• slng • bIll· buring .'lIthfl .. The ,whoel wll) IItnf.fze Ur twht1~ flO"et" en tpr., u~'er dl"lrtng de~'01rtent Ind ensure ttl It proper contlct II Mde y1t~ the bottom .. -.---.---------------··-·L .-- • :11-_ , i I ., f -.:.- _'v f _ . ,- o Convent1onal 5edfment Ylrflblts Surffcf.l S.~!ment toll.ctfon I10rch US6 fo,. safet,. UI! hydf"OrtoIirl. ~,..hel. Ind III s"'5c:~Tes I~OU'd' have. 1(l&d' capa,It, It l .. ,t lhr .. time, great .. than V.e •• I~t of I foIl u"l'lrr. The .,mpl.r sh""l~ be looorod through tho .,ter column .t • controlle~ speed of Ippro.lmate', I ftfs.e. Und.r no <freumotanc's .hoold the simpler be l11owed' to ·free J,ll-to t1\, bottom •. 1S thh Ny rfS~lt 'ft1l premattn'''1t tr'ogerfn;. an e~Ct5str! b~ ~ail!. or improper cr1tntlt1on upon contact with the bott.,.. The .,,,,,lor should contact the beU"", gentl, and onl, ft • • elght or pfston .. c~.nlsm .hould be .sed to force II Into the sodlment. Aftor the .ed~~nt •• mpl. Is t.\e,. the •• mpler .hould be r,lsod "0-" Dff t~! bottom In~ l~en rltrfe~ed It ,. contralT,d' spred of approxfmatel, 1 't/nC'. BlfQf"f t~e Ul!1)Ter brnh tne ..,ate,. stlrfa!:e. tht surn] nuel should heod fnto t' ••• IV", (If l>r .. ent] to .,hl~lZ! ..... I .... IUng. TOls InIneu.wer vl11 IIfn.fmftt s-.fngt.nq of t1le SlrrQler .fter' It bf'uis t.h! ..... hr SIII-facf. If eXCfSS he Iwfngfng D~(~rs or if Un!! s!ITOTer strH:n tfl. nss!l durfng rett"frval. ~xtr. IttenUOt'l Il'Iould be .plfd' to lull.Un; Ilmph dfsturbanc. when judgIng ""l'1I Iccoptlbl11t,. The Slmp'.r s~ould be .. "red l_dllt.l, Ifhr It Is broogM .. baird the sunoJ ..... 1. If tho ""l'1or tIps cr sUd .. Around beron ~.fng ,ocured, extrl Itt,.tlcn should b. p.~d to ev,luatlng ""ple dfst"rb,n, •• S~E A,tE'1~eILIT1 CRITERIA After the Sf,~ler 11 'I.c:ured on ded, Inspected urofollj' b.fc .. behg Iccopted. crlterll 'hould b •• atlsfled: V. ..dlment 11I'l'" Ihoo I d 1>. Th. follow!ng ."ephl> II Hj' • n. sampler is o.t c .. r-fll hd wlt~ 1~lo so that tho ledlmont surf,c. ,. pre.sed .gllnst the top of t~. s'"pler • Cv.rlJlng .ater I. prosent llnd~c.te •• 1.lmol , •• ta;_) I ne .rerl,fng wltor Is not .. cush.I, tur~Id (In~rc.t .. ml.lmal ,,"ple df.turbanc.) • The sedIment lurflc. Is rel,thel, fht (Indlc.t .. .,Iolmll dlst.rblnc. or wfnno-ln~1 • Th. do. !r.d pen.t •• t!." .repth I. ICh I .. e~ II .•. , C·S CI' for I Z·co deep lurfler,1 •• mpl.]. If., 11I'l'1. do ••• ot ... t .11 crlt.rl., It should be r.ject.d. S~E COLLECTIC~ Aft .. I .. ~1. Is j,dged .ccopt,bl., t~. follo-"g ob .. r .. tl .. s s~ou'd be .otod on the fl.l~ 109 she.t: .' Stet fon 10utfo" • Copth p7l-............... , ....... --.: :····L -.' :~ - .-'11. -,_ '< .' '.> • .' , f ~, i • I :-j ."" .or • [j H ~ " -t , , , . . :;-'\ • l -d~.~~~· . """~""?'"-5&C~:,'~ _,,: -}.--'--'-';"~"-"""---~---"-=-~'-~"'-""'-"~-".~-~-",""'=-'~-~~~~':i....:.", • • • • • . o 0 Con,.ntlon.l !.~Imoot '.rlable. Surflcl.l Sediment Col'.ctlon )larch 1986 Ero •• <~aracter!.tfcs .f the sur'fcfal .edfme.t reature Col ... Ifologfcil .tructur •• 'e.;., .hells, tub •• , .. trophJte., Pre5ence or debrfs (f.g., ~ocd chips, wood ffbers_ ~uman Irll"ct., Iresene, of o~ 1J s'flun Odef" [e. ; •• 'bld'rD-ijen suUfde. el1,. cr!'CSClte] 6rc~s (~arlcter1strc, of the ,ertftl' ~rcf11e C~ang!s 1" sediment t~jra~terJstfcs 'ruence .n~ depU Of redoo potenthl dlscontlnuft, ,rpd) Il,er 'e'etr,tlo. depth C.,.,..,.nts r.lated to .. ~1. qu.,ft, .Lu1lge 'o'IMowln ; ~I.turbanc •• 8efore swbs6l!"Oles of t"e surftcht ndtm!nh Irr tel .... the overlJ {ng .. ator lOIS! b. remo,.d. Th. pr.ferred ... tho<! of rema.lng thll ... ter Is b, .lowl, siphoning It off near on •• ~de .f the .. ~T.r. "ethods su.' IS clecantlng the .. attr or sllghtl, crlc!:ln; the vrab to Itt ,the w.tt. run out Ire not .. ecoi1tTJeridecf,· as t1U!'J' I'll rlsult in "'P'tlc:c:ephble dh't.urbanct or loss of flne·~rll.od "rflclal sediment Incl er~.nlc matter. CIne, the oyerl,'ng wlhr illS be!!1 remared, the lurUtf., sediment can be sub •• ~Tecl. It Is recommend.d tht sub .. ~les be tete ••• 1'9 1 flat scoop shaped In •• ce.l sho .. '. TIl. Shoulders of the scoop should b. Z '" "gh. his cltylce ,,111 .Ilow • "lathel, IIrge sub,"~le to be htt. lc.,r.t.l, to • dept~ of Z c~. Coring d.vlce. "" not r.commended b •• lu.e g.,.rll1, the, collect ..... 11 _""",ott of .urffcltl st~lment Ind th.r.f .... ,equfr. rep •• ted .. trlctlons to obtaI, •• ufflcftnt yolume of Nt"I., for ... ".ts of co,. •• tlo.ll sedl .. e.t .. rlablts. ... c .... d scoop h .ot ,"commended becau •• It doe. not •• ~l. I unlfono depth. BeCIU .. ItCurote and CO<lslst.r.t sub .. ".,lIng requlr .. ~"cllct, It is Idvlsable un .. uperl.nced p.rson p.rf .... this task. 'o'he, .ub.~;lng surffcf., sed!ment., .nrepr ••• ntltl •• Ntorl.l should be rOll'Oy.d I. tho field under the suporvhlon of the c~ltf .chnttst ond not.d .n the flild log she.t. Th. c'itorla u.ed to detenoln. rlprt.lntl· ll,;ne •• shou1d bo detenolned prl~r t ••• ~llng. Fln.ll" If .. ~T .. are to be on"Jzed r., trace .... tal. or prlorft, pOllutant ar;an.fc: c~ound's, Il/Tllle tantandrtaUon durfn9 cDllec:tfon. n.n,t be Irotd'l!d~ All UIll'HI'I~ eq.u1'pmenl (Le., ,ip'hon bosts, ,toops, co"tlfners) s1'lould be .... d'e cf' ..,C)t\contamfnann~ Nhrf.' 11'I~ s"'auld be (tuI'Il!'d IppI'O· prfatel) befC.rf list. SarTtl1" l'hoiJld not bl! touched! wH" ul"I~Tovtd 'Inot-n. ]a addfttc,,* pcte:o.tfal Ifrbof'''' COrltamt"atfon (f.,~. stacl: "IUS. cigarette .moh} s~ould be av.!6e6. a.tI1l.6 goI6 ... 1 to, pr .... tI.g 1I"'P1o 1 .. ~. ' , ". ~;.,,~:. ' .. [,,~ . i 1 I i' o ton>f"tlontl Se4lmtnt r"i.bl •• S.,fl,I.1 S.dlment Coll.ttlon 110"" 1986 c.o~t.~I •• tI." is fh •• h t~. ,rcto<:ol. for .. t.,. aN! org •• te "l<'P"""¢S fu ct~er ~~.pt.r. of t~l. notebook • • • ':;..: ¥~. William o. Miks l Manaqer Palo Alto Water Quality c~ntrol Plant 22501 Embarcadero Way Palo Alto., CA 9430) Mr~ E.H . .Braatelien, Directo·r June 20., 1989 File Nos~ 2189.8011, 2189.8014..,. 2189.8018 (LS) San Jose/Santa Clara Water Pollution Control Plant 700 Los Esteros Road San Jose. CA 95134 Mr. Edward R. JamGS city of Sur~yvale P.o. Box 3701 Su~,yvale, CA 940S6 subject: Sediment toxicity testing requirements Dear Sirs., BeloW" are additional conditions of approval of receiving "'itI'ater study plans, as promised in cur June 8 , 1989 letter. These conditions apply to s.ediment toxicity tests, 'W'hich 'Will provide information regarding the impact of point and nonpoint sources on beneficial uses in the South Bay. The info~ation ~ill be used to determine the -reasonableness· of requiring ~urt~er poi~t a~d nonpoint source controls# as stiF~lated by the cost/flt.pact approach (la option of the 1986 Basin Plan) for setting site-specific pollutant objectives and effluent 1 i:mitations .. The specific q~ls Qf the sediment toxicity testing. in ordEr of priority .. are: 1) to oe:termine spatial and te:;:-,poral --distributions of toxicity in the South Bay. 2) to evaluate the extent of South Bay toxicity relative to other parts of S~n Francisco Bay .. The field and laboratory design for toxicity testing is sult-J!lariz.ed in Tables 1· -3. Three di-rferent tcxlcity tests will be conducted at each station to increase the range of sensitivities, endpoints and e:.:posure paths~ Alr,ong t.he factors -"'-_ --. ,,,t • \ ", ; .. -' ;'." o o 2 affecting test selection were reproducibility. e.rte.nt of prior use. ecological r~levance, species sensitivity to toxicants. and species tolerance to a range of salinitief a~d sediment -grain size. . The battery of tests tor each station will depend upon the interstitial salinities at that station, and viII vary alonq the salinity gradient from each discharge outfall (Table 1J. We. do not expect that this will significantly reduce the comparability of data among stations~ since the_~ajcrity of stations will fall into the inter.mediate salinity category. At salinities <2$ ppt you may choose to conduct either the Microtox or echinode~ test. However. to ensure comparable results, all l discha ... -gt:'!rs must Select t..."!e same test. In addition, all dis~harqers must obtain a~phipods and control sediments for solid pbase tests from the s~e source. Adjostment of interstitial salinities by wet-sieving will not be an acceptable procedure in solid phase tests l since this procedure significantly disrupts the particulate-pore water mat~ix. Instead, an ~mphipod species tolerant of the natural, interstitial salinity at a particular station (Table 1) will be exposed to unsieved sediment from ~hich predators and large animals have been removed with forceps (Lamberson and Swartz, 19B8).. OVerlying: 'Water used in solid phase tests will be clean, oceanic · .... ater {e~9., Bodega Bay sea .. -ate.r) diluted 'With -distilled" deionized water to-match natural, interstitial salinities. ·Salting-up· procedures (using natural seawater brine or comJnercial seasalts) villI h-owever, be acceptable for sediment elutriate and extract tests (mollusc embryo" echinoderm pigment" Microtox)... despite t1le likelihood that the bioavailability (and, therefore, the toxicity) of potential toxicants will tle reducec!~ We e.Jqlect that this limitation will be mitigated by running at least 3 ~ifferent types of test at each station.. . All tests should be conducted according to specified protocols (Table 1).-Copies of tilese protocols are enclosed.. Bo·th negative (~clean·) and positive (reference toxicant) controls sbould be conducted fer all tests. In addition, c~ntrols fer potential effects of grain-size are necessary for a:mphipod tests. Sediments should be sample~ according to Lamberson and Swartz" 19'39 (ASTH protocol I draft No.3). If deviations from any protocol seem necessary, these shculd. be discussed in advance with ~e9ional Board staff. The station locations for toxicity testinq are similar to those originally proposed, althcugh each discbarger ~ill < --'L '\ .. '. , , . """ . . . ....... • I I I ! o o 1 sample from one additional station (Ta~le 2). In our June a, 1,89 transmittal, 4 nev stations ~ere added to those originally propQsed. ~o of these stations, located in Mo~ry Sl~h. 'Were mislabel1e,j on Figure A of tnat letter as R2 and Rl. Attacbed is a CQrrec~ed figure (Figure 1), which aaps all stations, iT~luding t~e 4 new stations, labelled as S86, S87. Poe and RS. The n·uml:ler of separa.te field samples c::lllected at each station has been increased from 1 to 2-5, depending upon the station (Table 2). However, the number of laboratory replicates per field sample has l:leen reduced from 5 tOo o. This sampling desi9n, which provides an estimate of field variability at the expense of analytical variability,. enables statistical comparisons amonq sta~i¢n ~roupings O~ habita~ types (Table 3) that could not have been obtained. 'Wi th the pre'posed design. According to this design~ 5 samples (field replicates} ~ill be collected from each station grouping. It is assumed that the analytical variability for t~e selected tests is relatively small and 'Will net confound results of this toxicity survey. Sediment toxicity sa~ples will be sub-sampled trom sediment chemistry samples, as sp~ci!!ed in ~~r June S letter. However. since only 3 field replicates are required for cbemical analysis, 2 additional samples fer c!'J.e-:nical anal,)'sis will be ne2ded trom cert3in stations during sacpling periods when toxicity testing is t.o be c~nducted.. specifically. additional sediment ehemistrI will be needed for 3 San Jose stations.., 2 sunnyvale stations and 1 Palo Alto station. All stations will be sampled t· ... ice per dry season (J'uly - Septemrer) ar~ twice per ~et seascn (Oecember -February) tor one study ye.ar. H-oW'ever, you must submit a report that includes raw data ... data 5~ari-es and statistical. analyses afte.r the first 2 sa.mple runs (one dry season) hav~ been completed. This in.form.ation will be used to detenaine if modifications in sa:mpiilq design are n.o:cessary. Kcditicat!.ons will not siqnficantly increase the study effort. According to this scnedule" t..~e toxicity studies will be completed ):ly February 1990. We recoIrJ'l',end that you submit a proposal Cor further toxicity testing (ambient water column~ sediment" or both) by F~bruary. 1990. Oata for individual tests sbould be s~arized and analyzed according t.o the protocols tor those tests. R~W' data tor all tests must be also be submitted. Additional analyses eosing ANOVAJ which compare toxicity among stations groupings (Table 3) sbould also be ~rovided. , ) "" _.--,--".-'. , .. o « If you bave questi~ns about these requirements, please do not hesitate to contact LYM SUer at (415) '64.-4268 or Cheril Niemi at (415) 464-1262. Sincerely" )bQ/? ~~J: lL Ritchie cc: Special Study Mailing List Adam Olivieri" EOA Executive Officer Tom Crovhouq .. Larry Walker Associates Phil Babel, City of Palo Alto Tony Hui, Kontqomery Engineers Marty Stevenson, Xinnetics Enclosures: Tables 1-3 Figure References Cited copies of test protocols --. -... ., : -----" -~-~--'---- ~I :., .', (. /~,~i::/ ". I\!!'~ ____ u "~t>", ',_."« "-4;('> "';':'r'" Ji f\fronID .. " 'I 'C' ;. ',Ifr)," f , , I '\ !, I " .. ~ , '\ ; I '" .. ! -}I- I "','-~"-"~'" '''1<, .. , , , ii', , '!lEMONT b<+'''S~''''\ll'' .....,.....,--..." ' a.ft JO,,! ' .... ,. Clarll -Wl'':;:I' ALvtSO .,.. ~ ...... 4 ~ ... +.~~ '~~~~;hn~ ~n~ Vftt~~ coiumn ••• 61.a~t .n4 tO~1D1t7 ~,,"" -."""" ,'"~-''' ,-, Y, :'''''~,,,,,,,,,-,,,,>+_,,, '''''''''\'''''.~lf'i'''~~''~ """"'~~-------------------~:---____ ""~"'I<'I<'f""""~ ,''','.. "I';' J ':\\ .,0' i' ' .,' I. , ,,\,;~'; !,'&.J' , , '/, '.~' ~·~Z " ~ '~y' • . '-. Q "":c 0 ~ • • -IiI " ih ~hi I ~l ,.. .. i~i~ .-! ~~!~ 11 ~ ~ Ii .. for ~ i f I!' -..12 ~) } .. -~i II " ... it HH • ~ 1 -I • • t ,,~~ ~"~r • • ! • : • • Hi :..1;.. i i • ¥ .. ..... -• 1L !jH • " ,. ~ ?: 1!J. • • • ! ~ -} • l UH 0;: ~ 0;: : 1';' 'i • • ;' l' · ",lit • :: • " ~ i~ , .. • .; .. • ! ~ -. i i~ i .. .. ~ h n d ~ s .. ~ -:;i .,;; :,~ i .,;; ~, i · . 0-il Ii Ii ;: ., .. " ;: Ii Ii !i i ~"' " !:l =1 ! II .. I; H r: 1-L 01 e z t .. 1" v i • !!! i ~ >i .. ~ • I ., :;! z • I .. 0 • .. t l • ~ I I i t! " • • .. ~ t -i j .. 1 !i Q i ! t I ~ £ ~ " ~ • • ,.. ~!' 'V ~ • ,d -,,-; .. ! ! .. .. ~H Pi:U " 5 ~ .. "s~!. ~ """ -.. , H~ o.!~h.l ~S5j'9.:t .:; !~~ ~H :J4,", I: Iti ... !:;3 ~:I ~ ~ I I ~ I '" I I I § -~H 10 5 f ! • r ~ n~ • • J I II ~ i .; !~i • • ~ I i I! . 1 it! In lo >-i A~i .: " " ~~" .. -~ • z .., I I I I 1 I I I o iiI i"':, al" ~I~ I~ 13i t ai;: Ui E & .. !ii I ~ .. i~i i; h:.- ~b t In f ~ ~. 13i ~ .. r~ il ~ 11· i iI'lIlii ••• II'.".'I!II. II!t!flll .. IP.O ... -.. • .... ,· .... , ..... • -.~~,~- ~ .... ~ • !~ ~I i" .. r .. " .. O~Q'OQC!O-QI:iC rll'\~"""ft .. 'fIItJIIII~$l '1~2iii-~~J u' ,. ••••• v..., =-.. ~n ~~ .., .,. " '" .".1Itt"'lI">lftllttlblll j -.... ------.. ~'H'1._ .. ~ ~ 9:'i"~1'.C: ... ..;( <1,1 V '101' :0-.. ~ ~ • \ o ;a ;al ~ ~ ! n • "!~ . " .. "Ii . .. ~ " • .. .. OoO';IIOC 'CI "" 0-It ~1I"I"".f'Il.~ MN.i/I 'S. .. x,:,~! .\1 t ~ .. ': 1(' •. v~v .... :; N=:: ; • .;; " ~n ~ ! I!~i ~'- "Si • .. .. oj! • .. .. '".,,~ '!! .... 2 ---. --" .. '1~ ~ " ~ zs!: ; Y! : ., :t. i ~ I ~ c .. 1 , I l 1 I o o TABLE 3. station qrOllpinqs for staUstical analysis of to~icity test r.s~lts. ( ) indicates 4is~harger raspon&ible for .alI>plinq the station. ! I'res~:water Diocharq" StAtionS C-l-O (SJ/SC) C-l-l (SUN) South Bay Deep Channel Reference Stations SB5 (SJ/SCI SB6 (SJ/SC) : Freshwater Referenr.:a Stations R.-l (SJ/SC) C-2-0 (SUN) San Fran­ cisco Bay Reference Stations 5B4 (PA) R3 (SJ/SC) Brackisb Discharge StAtions C-2-5 (SJ/SC) C-3-0 (SJ/SC) C-1-3 (SUN) c-s-o (SUN 2 (PA) , or 1 (PA) 58 Slouqh Reference stations R2 (SJ/SC) R4 (SJjSC) t, ',:,:(,J" L ,-:~.}:~J~-- , .~' > ~ -, -. ,.3' . ~~;, ,--. -, .-,--~' -. ; o 0 PROTOCO L REFERENCES CITED Bay, S.M., P.S. OShida and ~.O. Jenkin5~ 1983. A simple new bioassay based on echinochrome synthesis ~y larval sea urchins. Karina Environmental Research 8: 29-39. Chapman, P.M. and S. Becker.. ~ecommended protocols for conductlnq laboratory bioassays on Puget Sound sediments .. Prepared by Tetra TeCh, Inc. and E.V.S. consultants, Inc. tor 0.5. E.P.A., Final Report TC-3991-04. Chapman, P.M. and J.D. Ko~qan. 1983. Sediment bioassays with oyster larvae. Bull. Environ. Contam. Toxicol. Jl~ 438-444. OeWitt, T.R. R.C. swsrtz.and .1.0. Lemb~rson., 1989. Measuring the acute toxicity of estuari.ne sediments. Environmental Toxicology (in press). Lamberson, J.O. and R.C. Svartz. 1998. Proposed quide for conducting solid phase lO-day static sediment toxicity tests with marine and estuarine infaunal amphipods. ASTX ... Or-aft '). Lo!;.q, E.R. and X.F. Bu-chman. 1989. An evaluation of candidate. measures ot bicloqical effects for tbe national status and trends program, NOAA Technical Memorandum ReS .oM 45. Nebecker. A.V •• M.A. cairns~ J.H. Gak~tatter~ X.w. Malue9~ G.S. SChuytema and D.F .. Krawczyk. Biological methods for detenninin<J toxicity of co,nt-aminated freshwater sediments to invertebrates. Enviro:'.mentel ToxicolOgy and Chemistry 3: 611-630. Nelson 6 M.Jt., C.G. Ingersoll and F. James Dwyer. 1999. Proposed guide tor conducting solid-phase sediment tOXicity tests with freshwater invertebrates. ASTK. Draft fl. S~artz, R.C., W.A~ Oe5en, 3.X.P. Jones, J.O. Lamberson and F.A. Cole. 1985. Pbo~ccephalid amphipod bioassay for aarine sediment toxicity. In: 7tJ J.sns Aquatic toxJc:clogv and Hazard Assessment Symposium. S;;ecial Technical P.eport 854 Milvaokee,+WI6 April 18, 1983. R.O. Cardwell~ R. Purdy and R.C. Bahner 6 eds. Fhiladelphia~ PA: American Society for Testing MaterIals. pp. 284-)07. -_IIII!I! .. :i.:'·C"'· _...:....<:'-_ .... --.~-. . "~)":~t.~ ~,:, : ". ~ .. -~ __ -,c ;-.i_~li '-:: ;.. -':~~::_-"i:-! • - CALifORNIA REGIONAL WATER QUALITY CONTROl BOARD SAN FUNClSCO ..... IlGION 1 \ 11 JACUO" srun. 100M ..,., Cl~ ,;,MIl iF MT. ""illiam O. Miks Palo Alto Water QuaIIIY Con trot Plant 2SO I Embarca:cfero "ay Palo Aho, CA 9.J()~ Mr. E..H. Braa(.ef.ieb San JosejSanta Dan Water Pollutioc. Control Planl 700 Los E5tl:r05 RQad San Jose, CA 95134 Mr. Edward R... Jamt$ ""ater ponutioD Control Planl P.O. 11<>. ;701 SunnyvaJe, CA 94nl6 Dear Sirs: 1ul~ 5, 1919 File Nos.. 2119.8011,1119801 •• 2119.1011 (CAN} Recent c:oDversabons between your consultants and my staff cODcerSlLDg ~our permit reQ.ulred receivIng .... ater $Iudies have-pol.":!tecj OlJl the flccd for etuklJCitioD and modification DC ou.r lener of June I, 1989. These C(lncera oll.iy r~o Iteas or the studies:: tabon:tocy biolCf"Jmulatior. test­ inS i[\c! data reporting reQ.uu-emcnts. Elioaceumula60o Stmfies: The June I letter speculed that tn~ (Jam Corbicu1tJ. spp. was to be used in !3boralory studies. to aid in ptanning futore r.eJd bioaccumu!atio:c studi~. Be<;:aus.e orner Of"ga:ClsDl5 could possibry yield data Plon represent2uve of the dischuse sjluation. Cnusoslrea. 51'P and MyrillJ.S spp. ate added 10 die list or a:cimals IDO"-1J.1owed' for I:aboratory bioaccumtloTation studie1. In addiGol'l 10 the L"lCrease in Dumber of species aIlc .... t:d foe testIna. we are addlol the foOow1ol darih:ation.s to the laboralQt)' kstinl reQ.uiremen~ o Efnu.ent dilution seriel soa11 ~nsisi of the rono""ing: 0% efnuenl (contron~ 100% effluent,. and four diluMDS thaI n.eae betweeD 0% anI!! 100% effluent 'e! 20%. oIO'lI>. 6~ ODd 10'lb). o If bT1Lcki:s!i or Clarine orga.nisms are ll~d ~e :5ample tanks should be safinil.Y ac!justed asinl commercial sea salts or ocean ..... ater- o Tb~ static tests sbould be rtDe ... 'ed I{ a minimum o( three times per ... 'eek. Daily renewal may be neces..s3r) to pres.er"'c: me b,alth or the animaa. • \:'~,.~ -~ -t E r , $ I • • ~ f , I .... i, . ' . o o I o AJthoulh a minimum residenc:e time or eiabt week! is desirable iD lhe labDr3:­ tot)' studies. it may be Decessary 10 analyze tissues after shO-f"ter time .Deriods if the lIeattl of the animals ap~us co be (aili!:!l. This concer:!. may prohibit t1Ir d'""~'C"'arlers (rom usinl idenLwllbontory It$id'enc;e times. Storm events .'il! &Iso be a triner (or-InaJyzina tissues d'urinl tile dry seas,n sampric.,. Animals test~d ill the dry seasel:! slllould Elot be upoosed 10 ernUtnr from .storm e .... ents.. o The rwo Itlts per season need DOt be run baci:-to-back. If concurrent tests VI! run. both 0( them llattin, 01) lbe same ClaIe .. the residence times (or tbe 1"'0 tests should be different. For example, it two lests start e)[l August J. the first analysis mi,hc be dODe after eilhl Wleeb, &nd Ihe second afu:r lO-J2 weeks. We have provided your cOQSuJtants .... im literature that lIlay be userul in s.eulna up the laborato­ ry [esting. Data Reporting: '1'e currentJ)I :require data submittal thre~ ... eeks after ~e r~t sampling e\lent and Soe\'esl .. e-eb arter th~ thu-d e\'tDt. Beeause ana1yzi:DI COf" metals in I period !!obon enough 10 anow data s\Jb­ zruttaI .. ithin three wee'k5 ... in add si&cif"tcantIy 10 the cost of the analyses;. and potentiaUy increase the error in the (fata by increasin, tile Dumber of laboratories iIlvolved ill the testing. data (rom the f"N"St and seeood events lTe now r!:'quire<! eilM .... een after the sampfing events. Data Ind analyses. rrom the f"JI"SI season ue reQ.u"Lred 12 week.s .rler {be last samptinl c:venL Note that tlIe data reportin, reQ.uirements ror UJe rH"St season do DOl specify In interpretation ·oC data 0< analyse<. If you need further clarHlCatiol1 ol reQ.uirements iD Stninl up and performing t1Ie laboratory bioaecumufatioD srudies ;please contact Cheryl Niemi of my starr at l4Hj 464-J262. CC, Adam Ofiv:ieri -EO." Tom Grovboug -LilrT)" "arket Assoc:iaces Phil Babel -City oC PaJo Aho TOllY Hui -MODllomery EDliD"rs Marty SrevcDY.It1 -K.innetics Martin Bozeman -Woodward-Clyde Consultants Special Siudles MailiDg Ust Sincere!;-, /.#.(£1 EJ.ecutive OCf"lCer , , • ' . " . " '".' () "'""'. CALifORNIA REGIONAL WATE!! QUAlJTY CONTROl BOARD SAN FIlANOSCO. &AJ RfGION: ....... At ... C • .t.. t1 S .t64\15S 1111 J'-c.c:s.o~ S'r1UT. 1OO/IiI 6Oo'CI O"'IICLA~ 9.&tQ7 ·c·' Mr. William D. Miks. Manager July 21, 1989' File N~s. 21e9.aOl1~21e9.e014. 21!9.s018 (LS.C~'J Palo Alto ~ater Quality Control Plant 2501 Embarcadero Way Palo Alto r CA 94303 Mr. E.H. 6raatelien. Director San Jose/Santa Clara Water PollQtion Control Plant 700 Los Esteros Road San Jose. CA 9513( Mr. Edw"ard P •• James City of S,unnyvale P.O.Box 3707 Sunnyvale. CA 94086 Subject: NPDES Receiving Water Monitoring Studies Dear Sirs: This letter responds t~ correspondence from San Jose/santa Clara (6/29/89). Sunnyvale (6/30/89) and Palo Alto (7110189) regarding" special receiving 'Water st'Udies. Since the content of those letters overlaps considerably .. a single response is most expedient. Most .of t.he con-.::erns 'iIIere addressed by Regional Board st~ff at July 11 and July 17 meetings attended by representatives of all three dischargers .. This cOIJ".IDunication 'Will .. therefore. focus on three specific areas that ~ere left unresolved: bioaccumulation studies, dj',e studies, and sedi'I:1erlt toxicity surveys. Questio!".s raise-::i by Palo Alto regarding the UEe of receiving' vater study data in performing a vaste load allocaticn will be discussed at a future time .. ~ll ) di scbargers have questioned the value of laooratory bioaccu~ulation studies ~s a preliminary to field studies. During the July 11 Ir.eeting your consultants presented a joint proposal for a field study ... ihich involved transplanting bogged mussels (~!-i!u.:~ cali .. .t:.q .. J::".n.l.<mus) to 6 locations in the South Bay once during the dry season, 138~. The field study vould take the place of laborato~y studies required by my June 8, 1989 letter .. • ", , • I ! , '.-'-";. o We accept your z,os't recent bioacculllulation study proposal .. with minor modifications. rhe 5tud~ design is as follows: o Field testing yill be conducted once during the 198~ dry season a Oata from this testi1\9 'Will be 'Used to deter.mine the need for a wet 5eas~n (19S9-90) samplinq. We recomlllend that further bioacCUlllulation sampling be incl uded in the second round of study proposals on impacts to beneficial uses 4ue on February 1,1990. o Instead of the six stations you proposed, we require seven stations at the following locations .. as discussed 'With your consulta.nts: -The power lines that cross Coyote Creek~ adjacent to C-6-0 The gate that is near the mooth of Guadalupe Slough -The tll channel marker .. near SB6 -Palo Alto Station Ie -SB4 -The naviqational aid located Offshore of Coyote Point The San Bruno shoals o Bagged bivalves should be used to test bicaccumulation at these stations following the procedures of the Mussel Watch Program. o Three replicate samples sbould be taken at each station. All of you have raised questions about how bioaccumulation data will be used by the Regional Board in settirl9 sit.e-specific objectives and limits for the South Bay, according to the cost­ impact approach. As you know, the value of bioaccumulation ~ata is presently limit.ed by ~ lack of st~ndards for interpretinq the biological significance af body burdens of contaminants. In the abse.nce of specific standards. Regional Board staff ,..il1 use biomonitoring: data from South Bay receiving-water studies in a comparative way.. Tt~sue contaminant levels 'Will be compared ",'ith levels in biota sampled from other areas of San Frar~isco Bay or other estuaries. This will enabl~ us to tarqet areas of qreatest potential impact for purposes of focusing recommendations for further source control.. One requirement of the cost-impact approach is tbat all reas~nable sourCe control measures be implemented. An additional use of the South Bay biomonitoring data will be to provide info~ation tor setting station locations for the proposed San Fran~isco Bay regional monitoring program. Biomonitors will be an iY1por-tant part of this regional effort, as they provide information that cannot be obtained from ~ater colu~ and sediment monitoring. In particular, biomo-nitors integrate contaft'.inant levels over time and enable an assessment of bioavailability. This -. .. , , ,", ~ '~ -?" \ f' " t t , , - - , , 3 in!o~ation will improve our understanding of the fate. transport and tlio3.vailabillty of contau:"inants in this estuary. RYe Studies Dye studies viI! still be required tor San Jose/Santa Clara and, possibly, Palo Alto. Tbese studies will no lonqer be used in conjonctio-n with laboratory bloaccUlllulation studies to tarqet field bioaccumulation sites. Instead l they will be an inte9ral part of the Regional Board's Effluent and ~1ent ~oxiclty Testing Programs.. For-a discussion of the ant-icipated need fer these. ambient to¥icity studies in the South Bay, we reter you to Item 11 of the July 19. 1989 meeting of the Regional Board, a copy of ~hich was recently mailed to each of you. Please contact or~ Susan l'merson of ,.y staff C4l5-46~-13461 to discllss the tiaing and coordination ot dye studies with ambient toxicity testinqp presently 5cbeduled for september. Also, contact Or. Tom Mumley (415-464-0962) to discuss the specific des19n of the dye studies. This requirement does not apply to the City of Sunnyvale, since ambient toxicity testing in conjunction with a dye .tudy .. as recently conducted. ~~jm~nt Toxi_~esting We do not accept your most recent (~uly 11) proposal for sediment toxicity test.i"9, which 'Would reduce the testing: program due to budget limitations ~nd technical concerns a1?out test protocols .. You have proposed to conduct pilot elutrlate. and solid phase toxicity tests at a total of six stations once 4urlng t.he dry season, 15189. According to your proposal, revie.w of these preliminary data would determine the need for further testinq. In aQdition~ you have proposed a preliminary study to determine if grain size/salinity interaction3 could jeopardize the bealth of the solid phase bioassay orqanism EOh~ustauriu5, thereby confounding the interpretation of test. results. We conclude that your proposed pilot testing will not provide a sufficient basis for focussIng subsequent to~icity studies~ However~ data review after the first toxicity survey is warranted, so 'We are requiring only one toxicity survey during tbe curre.nt (1989] dry season. ~aw data and results of statistical analyse.s ~ust be submitted to the Regional Board at the earliest possible date, but no later U,an November 1, 1989a This deacUine is necessary in order to insure adequate time for review before the on~et of the wet season (December -February). TVo 5urveys 'Will be run during the. 'We.t seascn~ unless the data review indicates that this is not advlseable. You may be required to conduct a second dry season survey in 1990, to replace the one lost by this season's late starta Staff have als~ determIned that your concerns about tast protocols ~re largely un~arranted. All of th~ tests required by the June 20 • , " • . , o o letter have ~ell established protoc~ls, and have been previously used in San Francisco Say, vith the exception of the EQhaust~urius solid phase test and the t~o freshwater tes~s, ~bich have been used extensively e15ewhere~ Furthermore. the protocol for the EohaqstaurilJs t.est is nearly identical to the protocol for the extensively used Rh~p9xynius test, ~ith the exception that overlying water v111 ~atch interstitial salinities in test sediments.. Therefore.. special laboratory preparation for conducting the E'o'hagstOIJr-igs test will no-t be necessary.. The rationale for selecting this test over other solid phase tests ~as presented in the June 20 letter. Please consult a recent NOAA Technical Memorandum (NOS OMA 45, 1989] for a positive evaluation of the suitability of the Rhepoxynip$, Mytilu5, ~nd sea urchin tests as indicators of toxicity in San Francisco Bay_ You have raised a legitimate co~cern about the potential effects of salinity and grain size on contr~l performance in the Eohaustaurius solId phase test. Although previous york has sh~vn that the sensitivity of ~~t!!ltlritls to the org!!lnic compound, fluoranthene, does not change over a wice range of salinities, the response to metals may be different. I~ addition, the interaction bet'Ween salinity and grain size could .. potentially .. modify the response, althouqh this has not been demGnstrated for any species. However, a well-desiqned experiment to test this hypothesis would require 6-12 months and participation by researchers ~ith specific expertise in this area. Alternatively, these concerns can be adequately addressed by incorporating appropriate controls during toxicity testing and by ~sing ~ethods of data analysis to compensate for potential effects, as follo~s. o We strongly recommend that t'Wo reference toxicant controls" using cadmium. chloride, be conducted et the extreme ends of the interstitial salinity qradient encountered at bioassay stations for vhich tohaustauxju§ 'Will be used as a test species. Since free. ion concentrations of metals are positively correlated wit}. toxicity and negativity ~orrelated with salinity, it is i~portant that the dilution series for the two reference toxicant controls be ~atched 'With respect to free ion, r~ther than total cadmium concentration. Please check with ~y staff if you have questions about the correct preparation of reference toxicant solutio·ns. You may also \fish to conauct qrain size <;ontrols at the two elltreme salinities encountered in the field. Wet sieving of grain size control sediments to achieve desired interstitial salinites Is an acceptable proceoure. o statistical methods for dealing \fith potential effects of grain size on control survival are described in DeWitt (in press, 1989), and yere discussed with your conSUltants at the July 18, 1989 me~ting. The methods -"_IiIC:,,',,., .. all',..' '""",WioC> ... ,:,,,"':''"'-~,"'!!.,-: , • \ c-'_ , , ~-- s involve computation of a 55' prediction-leval tor etfects of qraln IIze alone~ This level can be used as an additional atandard against whieh response to south 8ay cedirenta 1s compared. In conclusion.. we wIsb to emphasize that tbe magnitude. and co~plexity of these r.c.ivl~ vater studies necessitates frequent communIcation, cooperatioJ1, and flexibility on the part of all participants. Discharqers should expect that modifications of study design and approach vill occur during the planning and execution phases as problems are encountered or new information becomes availa.ble. These modifications should be vieve!5: in a positive liqht in that they viIi result in more efficient use of study funds and more useful study results. Thank you for your eftorts to date in developing these receiving vatar studies. We look forward: to \lorkill9 \lith you during the. execution of these studies to insure that meaningful information is obtai ned. If you have further questlo-ns ... do not hesitate to contact Cheryl Niemi at (415)464-1262 or Lynn Suer at (415)464-4268. ~/!/~ STEVEN R. RITCHIE Executive Officer cc. Special Study XalliDgList Adam Olivieri, EOA Tom Grovboug, Larry Walker Associates Phil BObel, city of Palo Alto Tony Hul, Kontqomery Engineers Harty Stevenson, ~innetlcs Marty Bozeman, Woodvard-Clyde conSUltants : ------, ':>L~" . -: -;:--: -----~ ....... ~ ,; .. • ~.- ~ ~;.-­ ;:~.:,:~" , -, , o CALIFORNIA REGIONAL WATER OUAlITY CONTAOL BOARO SAN FFIANCISCO BAY /lEGION 1 lOCI +'!J.A~lS0'" STRUt, I~ITI '1'00 CI\(l.,AN". C ..... " Mr. Vvilliam Miks, tknt Manager falo Alto Waler Quality Control Plant 2501 Embarcadero Way Palo Alto, CA 94303 ;.~ i- ~bject: l'WDB Sediment ToxkHy Study Results Dear Mr. )."liks: o February 6, 1990 file: 2189.8011(1.5) My staff has ..... -iewed the results of sediment loxkity tests condoc!ed fo< Palo Alto "''PCP in connection with NPDES Permit Provision E.4.d. The results, submitted by James V_ Montgomery COf~.ifting Engineers Inc .. were received on December 4.- 1989. Our review of the dala indicate thaI the dry season sediment toxkity tests and accompanying sediment ch'!l'jstry analyses must be repeated. It may also be necessary \0 repeat water column samprlng. as this study was designed ·10 pro\;de comparative data for water cotUfT'U" ... sediments. and sediment tcxkity. My Ju~ 8~ 1989, letter to all throe South Bay di;chargers specified that incomplete dala sets wouJd be unacceptable. Neverthej~s .. the decision regarding water column dati! TNlll be made aft.er my staff has u\oiewed wet season data to det.errrUne the degree ol cocrElawn ben-.'een water coh!Il'l..fl aoo sediment data. San Jose,,'Santa Oara and Stmny ... a!e ",,'ill be repeating the same dry season sampting run .. .due to Jos! sediment cheO"js.try data. Stnce .. therefore~ an survey stations must be re-sampled and analyzed, the three South Bay dischargers should cooniinate fr"elr efforts to ens.JIc that t11e sampling takes place simultaneously and consis1fntiy during the ned dry season .. 1990. The basis for rejecting Palo AIto"s sediment toxicity data is sig;Jfi.cant del.iations from test protocols and/or survey requirements specified by my June S, June 20 .. and • • III . --~-/ ,t o o 2 July 2;, 1989 letters. The foDo .. ing descn"be. 1M deviations: o The 2: week maximum sediment hotding time, specified in my Jur.e 20 lEtter (Lambel">Ol1 and Swartz, AS1M protocol, draft No.3, 1969) was ."eeded. Actual holding times ranged (rom 14-n daY', depending upon the tes! spedes and sta~o,,­ rem shollld be run coocurrently within the .nowable holding periods. o The Eona~tau,;us tests for Stations 1 (S&t) and Stations :!-3 (Mayfield Sloeg], "j Catwalk. .t Discharge 4) were not concurrenl Instead, an interval of 5 day. separate.:! t.'le test initiation dates. o The Eohaustaurius tests for Sta600s 1 and :!-3 were conducted "i;h different batd",s of organisms. The batches were collected on Oclober 1 (Station :!-3 tests) and October 26 (Station 1 tests). o The reference toxicant ff'sts for the 2: sets of E6haustaurius tes.ts were not cooduded concu-rrentIy ~i'th sediment tests. 1be reference toxkant tests were conducted on November 1 for sedimenl tests initiated on October Z5 (Stations 2-3), and on November 1 and November 8 fO(' sediment tests initiated on October 30 (Station 1). o A fine-grained sediment control ("ith 5 replicates) was not included in the Eooauslaudus test conducted ",,;:th Station 1 sediments.. o A fine-grained sediment control (with 5 replicate.) was not included in the Rhepoxynius :esls. Although your loxicity data have some value in assessing toyjcity at near-discharge locations (Stations :!-3). 1M data cannot be used for between-station comparisons, whlch was a mai« goel 0( the toxicity sur:ey. For examFle ... your Eo'haustaunus results indicate substantial "Ioxkity' (100~ mortality) at Station L However, devia600s from protocol o.nd study design make it impossible to determine the cooID"bulioru 0( faclors other than Io><k ponutants [e.g., prolonged holding times, gra3n-£ze effect< ... oc weakened orga1".lsms) on the observed response. The resuJts for Station I are particularly important, as this location is designaled as the San Francisco Bay reference site Cor an 1 Scw.lth Bay dischargers. In addition. the r~ponses of F.ol'laustaurius to fine-grained reference sediment differed in tes.ts (OndUClfd by the tW() 10xicity testing laboratories invDtved in thls study (E V 5_ and roxscan). Since the labs used the same reference .. dimen~ differences in holdlng times or other sediment handling procedures could .have mntn"buled 101M inconsistent results_ As already poinled out in my January 3. 199(), lette, 10 aD three South Bay dischargers. 1M value of the data generated • __ --'L' ""- .-~-. .. t-'-j;. ~. '-f i' . ~ "' " ( r , r , ! f'; , '. , [' f ,;, t f , , r , I '. ~ .:" r ~. r ,-.-. , ~:t:· I I '>.... ... > r '-~' ,."': I ,~'.' ,:,~-~: , -~. . . 1 , , o o by thls stu<!y depends 10 • STeat EXlent upon comparability of test results oblained by the two rabO<alories. W. regret that poor lesl perforrnan<:e has impacled your progress in fuIfilllng 1M NPDES sediment toxkity and receiving water study requireI!'!~nt.5-. My :H~f ~sh !-~ work '\'\ith you to achlevf our cDmmon goat, a realistic spatial and temporal representation of impacls on beneficial uses in the South Bay. If you have any questions regarding this matter, pl.ase contacl Lynn Suer at (415) 464-4268. Sincerely. /~ ./ Steven R. Ritchie, E-xecu tive Officer cc: Anthony Hm, 1M. Mootgomery, Consulting Engineers lames Cronin, E. V.5. Consultants Peler Chapman, E. V.5. Consultanl Phil &bel" PaJo Alto wpcp .-', ' £ . ! • t • , , >. ". t .~ , "-' o EXHIBIT ·B· PA\"MENT SCHEDULE I • 1 I - o a:XKIBIT • PA.YMENT SCHE~JLE 1.0 'rA.SE SAMPLING Event 1 Event 2 Event 3 Event , Event S Event 6 2.0 SEDIMENt BIOASSAY Event 1 Event 2 Report 3.0 LABORATORY ANALYSIS Event 1 Event 2 Event 3 Event 4 Event !; !vent 6 4.0 DATA ANALYSIS Event 1 Event 2 Event 3. Event , Event 5 Event 6 5.0 LETTER JtEPOR1'S Letter .FI:epot"t 1 Letter Repor-t 2 Letter :Report. 3 Letter Report , Letter Report !; Letter Report 6 6.0 SEASONAL REPORT Dry Season Summary 7.0 FBfAL REPORTS Ora.:ft Report InterIm Final Final Report PROJECT TOTAL FEE 21.HO 21.! 50 ~1.150 ~ 1 .150 21~1S.0 21. 150 25.000 25-.000 11.100 28,300 2:8 i lOO 2a~3,OO 26.300 26.300 26.300 12.600 H.600 12.600 12 .600 12.600 12'~600 51.5-00 21.100 11. 000 $523.000 ., '. -; , I , r '",; ~',~~-: ". • EXHIBIT 'C' INSURANCE COVERAGE o -... ," -" WOODWARI> CLYDE CO~&ULTANTS 4 sa 2 S. ULSTER STREET PAlU(W1..Y SUITE 606 DENVER, co B0237 • COMPAN.IES AfFORt>\NG COVJ;RAGE A ~Yc D E COVERAGES - i­ I­r­r- -­.....- D.JIL[lSOrj I oot.!.N'SI w.z..wl ~""""­""""""'" NE'£JiIDOO' rD.1RACt0flS _ ~~r;;=.",- ~'~1lON ..., DQl\.OYERS' UA8It.J'1Y $ $ --- :I-I-~I -OTKEA ---' PROFESSIONAL I , LIABILITY ~O MOL 2000 -.l~.::~ -90 $1000 E.5C~ rF OI"VVITo.S.I\.OCAT~"'ICl.fSISPECIJo.i.. ~ WATER SAMPLlNG IN SOOTS BAY nFICA TE HOLf)tR CANCEl.LA TlON CITY OF PALO ALTO P.O. BOX 10250 PALO AI.:l'O. CA 94303 SHr)I,1...D AH'f Of: ntE UOWE ~ PO:.JO£S I( C~ lI£F<)fIf. THI!: u.­ .1 .. .,1'10111 £loUIE TI'(.ERl:OF. TH'E I$$UrJIIG COM"A,.., WILL ( ... 0£."'0111 1~ IIA&. 30 DA'f5 ~ IIfO'tIC:'I! TO THE Cl.1lTJFJCAT'E M()U)£III .....um TO DE LUl,IIVT SHAU. OR L.IA8l..nY i ~ i i , • \ , \ \ • \ .' -~ ~ " \ .... , ',~--" -',,-. ... • .:.: -' _,'i .• ,. , , • . f. , ,-'- • \ ,I _ , CERTIFICATE OF II()IRANCE () r6i ~5/;O -.-. 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CA 94303 Attn: , ./ .. :..~-:~~~. lis\: Manager • I~ ~" ' :U~;:=~;!.'-'-.,,,' ~'':~'''"~:' ro i:~~~~r.' , r--:-/.&;,.--.': -' ,-j -~~ .. , ~ , " ~.-.. . • _:t%-. ..' _ .... I 71 •. _ ... · -W":' . -,', ~·",·,·v ._ ....... -_. = , - o ,",usa • !I: lDHfAJI. 11iC. DJ!.l:!: r:MIoU'C.'JlDtQ cum , ~ D. :!IOI 3lIII0 s.u ~. CIt .... tlt--, .. O JNSURED ~ YDE <XIIS1JI.UJI!S 100 NlImXI(IRJ snuzt. )OD J'UXII. SU' PIAlIC1SQI. Gl ,.111 ... eow,. ... ,.,. " LEm' COI.tP .. ~T • LETroO COM"" ... T C LETTf" CON""~ D ..m. COMP.~Y lEm' • . • \ COMPANIES AFFORDING COVEFIAGE . . , ... """ .~ ., --. - --------I--cii~ .1lGJKoI'I. --S i , ~7S~"Ti I ~ater Sa~pling in tbe South Bay~ "·-·-'l ,-~;;;:'; ~-"' ; •... CONSULTANTS .~ S. Ul..5TER 5T. PAilKWAY SUITE 606 DENVER. CO eo2l7 Cl7*'1\E'lNii'o! ~ "''''''''"''''­JI«;a~IIO!,..'*IO ;xI'\.CSi"" • CO'~~ ".l,ZA1IJ) ~mO~\I.·I:lIi! ~~~ NG'" 149&11.00 CONT~CTUAL LIAB. INCLUOEO AS Re:SPECTS THOSE Acrs to\lf:"EO B< GE~ERAL LIAS. IN6. COMPANIES AFFOFlOINO COV£FlAGF. • c D I 01-01-90 01-01-91 '1:-1 !IF Pili 1L11 Ii .. <DllTIlIIIoIi. IIIWU OS !lE1Ht1l (lIIIIlIIHUIlo( 1£_ u"r.lT> . ... Tn U'-"Illii II 5CIJ1'If IU. CITY OF PAt.O AL TO ATTN, RISK MANAG£R p.O. ~c. I02~ PA~O A~TO, CA 94~3 • \ 1000 l. t I , , I