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20160621 Late Correspondence
To: Dr. Don Austin, Superintendent From: Lydia Cano, Deputy Superintendent Date: November 6, 2015 RE: Update Update on Ladera Linda Fields On Thursday, Don and I met at the Ladera Linda Fields with a representative from AYSO as well as several representatives from the City of Rancho Palos Verdes. We discussed the dirt that was dropped off and the various concerns brought up by community members. Soil samples of the dirt from Torrance have been collected and we expect to have a full report in seven to ten days. Alta Environmental is the company we are using to test the soil. We will post the results on our website when we receive it. We also discussed the grading issues, which are not an issue because the Storm Drains are behind the area up the hill and in the event of a heavy rain, the mud would run down the opposite direction. The last issue was the sign the AYSO has installed, which will be moved back about ten feet to make sure it is only on District property. Proposed Solar Project The Notice of Public Hearing for the Proposed Solar Energy Purchase Power Agreement was posted on Wednesday. We also posted the PowerPoint that was presented at the October 28, 2015 Board Meeting by PFMG Solar. I am working with Bryce Chastain, Partner with Atkinson, Andelson, Loya, Rudd and Romo on the review of the agreement. He will prepare the necessary Resolution for the Board to consider at the November 18, 2015 Board Meeting. Please call me if you have any questions. MADE A PART OF THE EC ` A VCIL MEETING OF e' OFFICE OF THE CITY CLERK CARLA MORREALE, CITY CLERK Lydia Cano From: David Schack <David.Schack@aitaenviron.com> Sent: Tuesday, December 22, 2015 12:14 PM To: Lydia Cano subject: Checking In Lydia. Hope you are we{I. I wanted to check-in with you and see how things were going with Ladera Linda? Let us know if you need anything going forward. We appreciate the opportunity to be of continued support to the District. Thanks, Dave 1)1vll) SC II %CL, Kl A CAC CI)101WA vier 11I11-SwrNi, or 131 ILDING SCIMUS ALTS, ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd. Annex Building Long Beach CA 90807 a 562 495 5777 d 562.489 9762 c 310 9519482 f 562 495 5877 david schack0ayaemriran corn I www.ahaenviron.com Alta Uviroamental is the premier compliance services cowultancy serving the meds ormunicipal, industrial, and construction clients dvoushoul die Western United Stoles for more information about our air and tvaler environmental compliance, subsurface remedtopon, budding sciences and occupational safety capabilities, please click here for our Hcbsite. Lydia Cano From: David Schack <David.Schack@altaenviron.com> Send Thursday, November 05, 2015 8:27 AM To. Lydia Cano Subject: Today Sorry I missed your call. I should be available after 1015 DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schackra?altaenviron.com I www.altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. Lydia Cano From: David Schack <DavidSchack@altaenviron.com> Sent: Wednesday, November 04, 2015 4:41 PM To: Lydia Cano Subject: Re: Call Attachments: Image001 jpg I just left a message with Laura about my availability DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schack(Maltaenviron.com I www,altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Nov 4, 2015, at 4:33 PM, Lydia Cano <canol(3)PvPusd.net> wrote: Hi Dave I'm sorry, I've been out at the sites the last two days and just looked at my emails right now. Can we talk tonight or tomorrow? Lydia. Ca.ru�, Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378.9966 x418 From: David Schack lmaiito:David.Schackealtaenviron.com] Sent: Wednesday, November 04, 2015 7:42 AM To: Lydia Cano Subject: Call Lydia. Will you have time today to discuss Ladera Linda? I have a meeting between 9 -1030 -Other than that I am pretty open. Things are starting to make a little more sense after seeing the soil at the yard. The concern I have is what we Identified to be present In the soil In the upper field (building debris). I believe that additional investigation Is necessary to properly assess site conditions. Let me know if you've time today to discuss? DAVIDNCIIACI% III A L Nk C. ON I -IA VICL IIKI..MDLNI Of BUILDING SCILNCI S ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd. Annex Building. Long Beach. CA 90807 a 552 495 5777 d 562.489 5762 c 310 9519462 4 562 495 5377 davht.schack@attsenviro.corn jwwH.altaemriron.corn Alta Environmental is the premier compliance services cansulmncy serving the needs of municipal, industrial, and construction clients throughout the Western United States For more information about our air and water environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, picase clic), be for our «tbsite Lydia fano From: David Schack <David.Schack@altaenviron.com> Sent: Wednesday, November 04, 2015 7:42 AM To: Lydia Cano Subject: Call Lydia Will you have time today to discuss Ladera Linda? I have a meeting between 9 -1030 -Other than that I am pretty open. Things are starting to make a little more sense after seeing the soil at the yard. The concern I have is what we identified to be present in the soil in the upper field (building debris). I believe that additional investigation is necessary to properly assess site conditions. Let me know if you've time today to discuss? U%V1DSC11%Ch.Rl 1 t.AC ClViI-fN VICI I'RftilULN1 OF HUILUI�C SC G."•Cl.� ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Building Long Beacr CA 9080' o 562 495.5777 d 562 489 9762 r 310 951 9482 ' 562 495 58" dPAd.ocheck(MagaenWron.com I www.altaenviran.ram Alto Envirw trental is the prcm= complianoc services consultancy serving the needs of municipal, industrial, and construction clients throughout the Western United Stales For more mfonnation about our air and nater environmental compliance, subsurface remediation, building sciences and occupwianal safety capabilities, please dk here for our uebsile. Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Monday, November 02, 2015 9:47 AM To: Lydia Cano Subject: Sampling Today I am going to try to make it there around 2:00. I'd also like to go back to Ladera Linda to take a look if possible. Can you provide me with the address to the the shops? Dave. UAVII-S� un.a Itl n CAC WAWA,.'ICI: piil'ti1UfN1 OI BU:1_DINGSCIENCI S ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building, Long beach, CA K607 o 562.495.5777 d 562 489 9762 c. 310 9519-:82 '. 562.495 5877 clvid cchAckra9tsItkenv1ron.com I www.Ahaonviron cam Alta Envircnmental is Ute premier compliance services consultancy serving the needs of municipal, industrial, and construction clients throughout the Wcstcnn Unucd States For nmre infomiauon about tier air and eater environmental comphance, subsurface remediation, budding sciences and occupational sarety capabilities, please t* igkIl t4 run our �%cbsac Lydia Cano From: David Schack <David.5chack@altaenviron.com> Sent: Friday, October 30, 20151:35 PM To: Lydia Cano Subject: Google Earth Image Attachments: GoogleEarth_Image jpg Google Earth streams the world over wired and wireless networks enabling users to virtually go anywhere on the planet and see places in photographic detail. 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T •� I� _ y�l hlliL '+•' , - „ ' %• - .., '' Z I IF�!:IA •4 I.41 il'., -;�( �`Sc'.F•,"`, '°4.,r,,.l,j;nl' �... ..v_L'I�,I�cl.. ,h yI I. ••!� _ _ �,� .r-A r.l.a...�i n+ ( ,�y,�.. ...........,....v,._ ... ,:! V'L I�• I' �•'':f III`•,"�l'` ,=a :.vl:liy�•,ll,lll,��•�II�IOL�•� iuY+. ::. k:''i i:'•, ': S,:� .!'•., �,,ill„l:,''I��lill'I�i�leILI:ILW�hGNL II 4P1:Wi. Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Friday, October 30, 2015 1:32 PM To: Lydia Cano Subject: Google Earth Image Attachments: GoogleEarth_imagejpg Google Earth streams the world over wired and wireless networks enabling users to virtually go anywhere on the planet and see places in photographic detail. This is not like any map you have ever seen. This is a 3D model of the real world, based on real satellite Images combined with maps, guides to restaurants, hotels, entertainment, businesses and more. 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I will be in the office if you'd like to call when you are available. 11w1uScil��,ti.I:I �.,{:�.�.+.;irll•:,� VILI' Pltl %n)rNI Of Will ;)IW-SCILA_'la 0 ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Lang Beach Blvd Annex Building Long Beach CA 90807 a 562 495 5777 d 562 489 9762 c 310 951 9482 1 562 495 5877 david Schack0)nitaenvir28.com I www,altaonvLron ccm Alla Environmental is the premier compliance services consultancy serving the needs ofntunicipal, industrial, and construction clients threughaut die Westcm United Sta(es, For more information about our air mid venter environmental compliance. subsurface remediation, building sciences and occupetional safety capabilities, please dick hag for our website From: Lydia Cano (mailto:canol@pvpusd.net) Sent: Friday, October 30, 2015 10:29 AM To: David Schack <David.Schack@altaenviron.com> Subject: RE: Proposal I can be available to talk at 11:30 today it that works. Lydia. Cct.#AO- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David SchackImailto:David.Schack@altaenviron.com1 Sent: Thursday, October 29, 2015 5:42 PM To: Lydia Cano Subject: Re: Proposal Lydia. I visited the site today along with Reid. I'd like to discuss my observations with you. DAVID R. SCRACK, CAC, CDPI-I VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schackra)altaenviron.com i www.altaem'iron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click her for our website. On Oct 29, 2015, at 12:05 PM, Lydia Cano <canolnRvpusd.net% wrote: Dave I will trust your judgement, no need to expedite. Just trying to get a tentative timeline so that we can keep the Board informed. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.SchackC@altaenviron.com> Sent: Thursday, October 29, 201511:37 AM To: Lydia Cano Subject: RE: Re:Proposal Lydia. The pricing we provided was for normal sample turn -around which is 5 days. If you need the results expedited the lab charges the following rush surcharge: 24 T/A 100% 48 T/A 50% 72T/A 25`Y Some of the analytes cannot be processed faster than 3 days so I am not sure if it is worth expediting the results. Following receipt of the analytical, we will try to prepare a report within a week. Dave VICt: PRI NIDLN I i IF r:( I_S Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building. Long Beach CA 90807 o 562 495 5777 d 562 489 9762 c 310 9519482 f 562 495 5?77 david.schack(8lalt4emlron.tbrrt I www,altaenvironsom Alta Environmental is the premier compliance services consultancy serving the needs of municipal, industrial, and construcdon clients throughout the Wcaem United States For mare infurmadon about our air and water environmcntal complinnce, subsurface remediation, building sciences and oaupraional safety capabilities, please click hem for our website From: Lydia Cano [mailto:cangI(&Qvousd.neti Sent: Thursday, October 29, 201510:28 AM To: Reid Shigeno <Reid.Shigeno0alteenviron.com>; David Schack <David.Schack altaenviron.com> Cc: Donna Hughes <hushesdtapvpusd.net> Subject: Re: Re:Proposal Thank you. I forgot to ask how long the testing will take and when we can expect to see report? Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: Reid Shigeno <ReidShieeno(&altaenviron.com> Sent: Thursday, October 29, 201510:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. ICI Il) SIil(i'..a r, I I I ASSOC IA'I C CONSI I IAt: i ii 3777 Lnnt: Dcmch MO. Annc\ tiadding. I cvg llaach, CA W807 o 50 495.5777 c 714.319.666 I. 5p2.495 5377 r£id� !1&rnnij'nllarnv_ its I Lc����p(t sSli iL`nSWi t Welcome to Alto Environmeatall Effective July 2011, Alta Environmental represents die combined teams of Winefeld & Associates and our recent acquisitions, Coffey Environmcrits/aL Environmental Services mid Justice & Asso:ialea Alta Env Itonmcnial is a premiere environmental consultancy for industrial and construction Interests throughout Cultfoniia. For more information about our subsurrm e remediation, environmental compliance, and occupational safety capabilities. please click her: for our website. From: Lydia Cano imaiito:canol@pvpusd.net] Sent: Thursday, October 29, 201510:20 AM To: David Schack <David.SchackMaltaeriviron.com> Cc: Reid Shigeno <Reid.ShigenoMaltaenviron.com>; Donna Hughes <huehesd(MDvl3usd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. UAVIU NCIIAC 1% 10A ('Ai ( 1)[11 WA VICC Pl(Iait)f:hl'I' OF BUILDING SC'11'NCI:4 t rrur: tilenantc not spcciGcd. Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building Long Beach. CA 90807 o 562 495 5777 d 562 489.9762 c 310 9519482 t 562 495 5877 Alta Environmental is the prettier compliance services consultancy serving the needs ofmunicipai, industrial, end construction clients droughout the Wemm United Stoics For more inromindon about our air mai nstcr environmental compliance, subsurrace rnmedlation, building sciences and occupational safety mpabilities, please clid, here for our wabsitc From: Lydia Cano Imailto:canol@yvnusd.netl Sent: Thursday, October 29, 201510:10 AM To: David Schack <David.Schack(&altaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Aimar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.SchackMaitaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today If you can get us access. Thanks, Dave DAVID'% I IAC ?., Ili A. t :C, CD:111-I,t Vii C PRI 11DCK I %11' iWILDIN: i SC:LKCI:', b rrurl !•ilrnomr nal � rtlricd Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Building Long Beach, CA 94807 0 562 495 5777 d 562 489 9762 c 340 951 9482 f 562 495 5877 • i 1 i �. f_I : 1 • 1 !.L u•� lll•II/11:11 Alto Environmental is the premier compliance services consultancy serving the needs of municipal, industrial, and construction clients throughout the Western United States For more inrormation about our air and +►~tier environmental compliance, subsurface remedInt ion, building sciences and occupnuonal safety capabilities, please click herr for our website From: Lydia Cano lmailto:canol(ctavousd.netl Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack(&altaenviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my (Phone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schack@altaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schack@altaenviron.com I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more Information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <canol@avousd.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lyd i.ct. Ca4w- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack[mailto:David.Schackg)altaenviron.comj Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached Is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2) 1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it Is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've Included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave 1).% N>:.0 1 ',< I. Ill A t. V, ( P11 1.1.-\ iC1 Pf1-%11)1 KI'GI 11MLOINC SCIENCES 1.1. gCOOI jh'; Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Bivd Annex Building Long Beact, CA 4-0807 c 562 495.5777 d 532 489 9762 r 310 9519482 ` 562 495 5877 gavid schackf8- icenviron.com I www nllaenviron.com Alta Environmental is the premierwmpliancc services consultancy serving the needs of municipal. industrial, and construction clients throughout the Western United States. For mune information about our air and wnicr cnvironmemoi compliance, subsurface remediation, building sciences and acupational safely capabilities, please for our websile dmage001.jpg> IG Lydia Cana From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 2015 5:42 PM To: Lydia Cano Subject: Re: Proposal Lydia. I visited the site today along with Reid. I'd like to discuss my observations with you. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schack(iDaltacnyiron.com i w%v%v.altaenviron.com Alta Environmental is the premier EH&S consultancy senting the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 29, 2015, at 12:05 PM, Lydia Cano <eanoll�pvp_usd.net> wrote: Dave I will trust your judgement, no need to expedite. Just trying to get a tentative timeline so that we can keep the Board informed. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schackr&altaenviron.com> Sent: Thursday, October 29, 2015 11:37 AM To: Lydia Cano Subject: RE: Re:Proposal Lydia. The pricing we provided was for normal sample turn -around which is 5 days. If you need the results expedited the lab charges the following rush surcharge: 24 T/A 100% 48 T/A 50% 72T/A 2S% Some of the analytes cannot be processed faster than 3 days so I am not sure if it is worth expediting the results. Following receipt of the analytical, we will try to prepare a report within a week. Dave 1) %V In Sc BACs., RI A. CAC c DI'1 I.1 1 YICI PRI MUM Of- litIl DING SCi1 N,. I.5 Expertise to Reduce Your Environmental and Safety Risks 2777 Long Beach Blvd. Annex Building Long Beach CA 90807 c 562 495.5777 d 562 489 9762 c 310 951 94821 562 495 5877 dav1d&chnckQn11aenAron cam l Lvym.ailnenvirart.com Alto fnvirunmentol is the premier compliwuc services consultancyscrving the needs ormunicipal. industrial, and construction clients throughout the %Ycslcm united states. I:or more Inrormation about ourair and %voter envtrunn►cntnl compliance, subsurface rcmedialion. building sciences and occupational safety capabilities. please tick licrc for our website. From: Lydia Cana imailto:canol@ovausd.netl Sent: Thursday, October 29, 201510:28 AM To: Reid Shigeno <Reld.Shigeno altaenvlron.com>; David Schack <David.Schack@altaenviron.com> Cc: Donna Hughes <hughesd@avl)usd.net> Subject: Re: Re -Proposal Thank you. I forgot to ask how long the testing will take and when we can expect to see report? Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: Reid Shigeno <Reid.Shiaeno@altaenviron.com> Sent: Thursday, October 29, 201510:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. Itl ih sill."( N(0 I I A55CX.'IA•I L CONSM I AN 111 077 l.nne! llcuch Oh tl, Amex Budding, t.an4 Beach, CA ItU807 a 362 493 3777 c 71431966861 562 495 5377 p;i eli�rrue'Tnitnc vimn.cc+m i sy�L�cnvimn.cnm WtIcume to Alta Environmental! Effective July 2011. Alta Envimamcnial represents the cambincd scams orWineticid R Associates and our scent acquisitions, Coffey EnvironmentslCTL Envirottmanal Services end Justice & Associates Alta Environmenial is a premiere environmental consultancy rer industrial and construction tnietests Iltraughwi Caliromia For more information about our subsurface remediation, environmental compliance, and occupational sorely capabilities, please clich hem for our website From: Lydia Cano [maiito:canol@ovousd.net] Sent: Thursday, October 29, 201510:20 AM To: David Schack <David.Schack aitaenviron.com> Cc: Reid Shigeno <Reid.Shigeng@altaenviron.com>; Donna Hughes <huRhesd@ovousd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack(@aitaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. !}.1':t::�lii1�.}. $I t C:1� C1�1'il•1'_ \11l f" 'RI:5IIWolf OF iItIIU) 1110 "*(:ii NC1 !) Vrrorl I dauumc aril spccifscd. Expertise to Reduce Your Environmental and Safety Risks 3777 Long reach Blvd, Annex Building. Long Beach. CA 90807 o 552 495 5777 d 562.489 9 762 c 310 951 9482 t 562 495 5677 david.sctnackr8taltaenviron.corn i w w.atlienvirnn.c Alta Environmental is the premier compliance services consultancy serving the needs of municipal, industrial, and construction clients diroughoul the Westem United States For more infonnation about our air and water environmental compliance, subsurface remediation, building sciences and occupational safetycapabilities, please click heie for our w6we From: Lydia Cano [mailto:canol nvousd.net) Sent: Thursday, October 29, 201510:10 AM To: David Schack <David.Schack0altaenvlron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schackgalltaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave :�u;l. i�rislat:�: r r:r• llulumc `cu x: LC tsrror: l iienunn• aot % c ivied Expertise to Reduce Your Environmental and Safety Risks 3777 Long 9each Blvd. Annex Building Long Beact CA 90807 0 582 495 5777 d 562 4889 9x762: 3:4.951 9482 t 562 495 5577 dyvld.schack{&tiAltaenviraa.com I w%v.v,a:knenvlrpn.&;; Alta Curimt:mcntal is tlx promicr eoalpliaace scrvieas consultancy serving lbc needs ormunicipal, industrial, and construction clients duuughout lite IVcstcm (!ruled Smles. For more information about our air and tsater envlconntcrtal compliance, subsurrace remcdialion. building science.; and occupational safely capabilities, please clic): tion for nor website From: Lydia Cano Imailto:canol pviousd.net] Sent: Thursday, October 29, 201512:90 AM To: David Schack <David.5chack0aitaenviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my !Phone On Oct 28, 2015, at 7:46 PM, David Schack <Davld.Schackk@altaenviran.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schack(aDaltaenviron.com I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click her far our website. On Oct 28, 201S, at 4:59 PM, Lydia Cano ccanoI@pvpusd.net> wrote: 'thank you Dave 1 will have Lora process a requisition. When will you be able to start? Lydt,m, Ca4,L& Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Aimar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack[maiita:David.Schack(&altaenviron.coEa Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Sub)ect: Proposal Lydia. Attached is our proposal to conduct the soil sampling at ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)l have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover tetter/letter of report. Let me know if you have any questions. Thanks, Dave I•,+S'II)S,J!"".!..i{i A.'_ -v.' ..C.'i1.1', diU: 11;;CSii)ii>:'1' 0 id:)i1J)IN:i Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Building Lcng Beach, CA 90807 o 562 495.5777 d 562 489.9762 c 310 9519462 1 562 495 5877 Javid.schack@aitaenviron.com I %%ww aitnenviror..com A114 Environmental is the premier compliance smites consuitaneyserving the needs ormunicipal. industrial, and construction clients throughout the Western United Slates For more infomtntion about our air and water environmental compliance, subsurface remediatron, building sciences and occupational sorely capabilities, please djdjgg for our ncbsuc cimage001.jpg> Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 2015 3:14 PM To: Lydia Cano Subject: Re: Proposal Lydia, when you have a chance can you please call me ? It's best to call on my cell phone at 310-951-9482 DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schackna.altaenviron.com ! www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 29, 2015, at 12:05 PM, Lydia Cano <canolOmpvpusd.nel> wrote: Dave I will trust your judgement, no need to expedite. Just trying to get a tentative timeline so that we can keep the Board informed. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack(aaltaenviron.com> Sent: Thursday, October 29, 201511:37 AM To: Lydia Cano Subject: RE: Re -Proposal Lydia. The pricing we provided was for normal sample turn -around which is 5 days. If you need the results expedited the lab charges the following rush surcharge: 24 T/A 100% 48 T/A 50% 72T/A25% Some of the analytes cannot be processed faster than 3 days so I am not sure if it is worth expediting the results. Following receipt of the analytical, we will try to prepare a report within a week. Dave i) \Vlp St. IIALK RI A. C \i� L Dill 1.1 VICI. PRI 51131-N I OF B1111 DIN(: SClt.tvi l.5 Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach B,vd Annex Bu.tding Long Beach CA 90807 o 552 495.5777 d 562 469 9762 : 310 951 94821 562 495 58" david.sohachR F�onviron.cern I vwww.ii[taenvirgm.eom Alin Emironmenanl 1s the premier compliance services consultancy serving the needs ormunicipal, industriu), and construction clients diroughout the Western United States. For more inrormation about our nu and tnicr environmental compliance. subsurracc remediation, building sciences and occupational safety capabilities, please clicl, he for our uebstte From: Lydia Cano Imailto:canol nvpusd.netl Sent: Thursday, October 29, 2015 10:28 AM To: Reid Shigeno<Reid.ShieenoL@Altaenviron.com>; David Schack <David.SchackPaltaenviron.COm> Cc: Donna Hughes <hut=-hesd0pvpusd.net> Subject: Re: Re:Proposal Thank you. I forgot to ask how long the testing will take and when we can expect to see report? Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: Reid Shigeno <Reid.ShIreno@altaenvifon.com> Sent: Thursday, October 29, 201510:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. 3777 L3my- iicadG ltl%d Aanv\ Itu:ld :%. Lmin Deadi A 40807 „ 362 d)5 i777 t: 71-1.31013686 1 S62-193 M77 Icidsh!g�na-Ilm-whonauk %%IV% A=UxifI!l '3 W;I.orne to Alta Environmcntall Effective July 2011, Alta Envuonmenlol represents the combined teases orwinerieid & Associates and our recent acquisitions, Coffcy EnvironmentsJIM Envsronmental Scrvnces and Justice & Associates Alta Environmental is a premien environmental consultancy for industrial and construction interests throughout Calrrorma. For more information about our subsurface remediation, environmental compliance, and occupational sarety capabilities, please slick liese for our Ncbsitc From: Lydia Cano ImalltoxanolAnvpusd.netl Sent: Thursday, October 29, 201510:20 AM To: David Schack<David.SchackCcaaltaenviron.com> Cc: Reid Shigeno <Reid.Shigeno(Maltaenviron.com>; Donna Hughes <hughesd(@Pvpusd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. 1MVII?SLI 1%I:h HI A CAC (lil'IWA VIC'r 1IR SIDI.NI OF QL•II 1)[NO SCIENCI'S Error: Hicmmmc mut bi mined. Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach B vd, Annex Building Long Beach CA 90807 o 562 495 5777 d 562 489 9762 c 310.951 9482 f 562 495 5877 david.schock0aRaenviron.com Iwww.attaeaylrgn.com Alto Environmental is the premier compliance services consultancy serving the needs of municipal. industrial, and construction clients throughout the Westcrtt United State For more iorarmation about our air and water environmental compliance. subsurface rcmedlarion, building sciences and occupational safety capabilities, phase ick he for our Hrbsite From: Lydia Cano Imailtomanol@ovousd.netl Sent: Thursday, October 29, 201510:10 AM To: David Schack <David.Schack(&altaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David,Schack@altaenvlron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today If you can get us access. Thanks, Dave DAV"l)')Ci IAf:I., W A. CAC ('0111-1 'ICI PRI SIDI :'l iii RUILMNCi'i('ll': U1; F marl bilcnnniaunt •perrtird Expertise to Reduce Your Environmental and Safety Risks 3777 Lcng Beach Blvd, Annex Budding, Long Beach CA 40807 a 582 495.5777 c 562 489 9762 - 310,951 4482' 562 485 5577 david.schackr5)aItaenviron.ccM I www al0efiviron.con] Alin Ein runmentai is fisc prcmier compliance services consultancy seeing dse needs of municipal, industrial, and mnstrucuon elicnis uuaughour the Wcstem Uniicd Stntcs For mere informnnon about our nir and micr enriranrrienial compliance, subsurface remediation, building scienecs and occupnuonni safety capabsihics. plcisc jhd ,,m- ror aur websuc From: Lydia Cano fmailto:canol@pvousd.net] Sent: Thursday, October 29, 201512:40 AM To: David Schack <pavid.Schack@aftaenvlron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my IPhone On Oct 28, 2015, at 7:46 PM, David Schack <Dayid.Schackgallaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. i will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schackPaitaenviron.com I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <canol@i3vnusd.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lydu-v Cana Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 j310) 378-9966 x418 From: David Schack jm„oiltg-Da KSchack@altaenviron.com] Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cana Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this Is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave DAVID SC I i 11' 1, Ill A tail . l' NN -1 % VICI 11il:.S10! N 1 Oi M111.I IN(I .SCIi NO S wi.,ce(kt t JP& Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beaa. Blvd. Anrox Budding Lc:.c Beach CA 90807 a 562 495.5777 d 562 489 9762 c 310 951 Eat82 f 562 495 5877 ¢,,qvid,*YhackOal(aenviron.com I vnM.nl(aenvirg..1 yarn Alin Environmenlnt is tate premier compliance services consultancy serving tite needs ormunicipal, industrial, and conssruc ion clients throughout the Western United Stales. For more inrormatlon about our nit and water environmental compliance, subsurface: remediation, building sciences and oeeupationat sarcty capabilities, please slitiUss rur our w.bsite dmage001.jp8> Lydia Cano From: David Schack <David. Schack@altaenviron.co m> Sent: Thursday, October 29, 2015 12:07 PM To: Lydia Cano subject: Re: Proposal We can provide interim results as well. DAVID R. SCHACK, CAC, CDPFI VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schacknalaltsenviron.com I www.altacnviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 29, 2015, at 12:05 PM, Lydia Cano <canol0pvpusd.net> wrote: Dave I will trust your judgement, no need to expedite. lust trying to get a tentative timeline so that we can keep the Board Informed. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 37S Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack0altaenvlron.com> Sent: Thursday, October 29, 201511:37 AM To: Lydia Cano Subject: RE: Re:Proposal Lydia. The pricing we provided was for normal sample ttirn-around which is 5 days. If you need the results expedited the lab charges the following rush surcharge: 24 T/A 100% 48 T/A 50% 72T/A25% Some of the analytes cannot be processed faster than 3 days so I am not sure if It is worth expediting the results. Following receipt of the analytical, we will try to prepare a report within a week. Dave U 11'11) SL I iA'i.. I { I I /I'll -I.1 vier PIMSIDL'N IN BUILDING SC II NCI S Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd. Annex Building Long Beach, CA 90807 o 562 495 5777 t1 562 489 9762 c 310 9519482 1 562 495 51377 davicl.nChacltk9atlaenviron-mm 14w_rv,altoenviron com Alto Envirunmrntal Is the premier compliance services consultancy serving Use needs of municipal. industrial, and construction clients throughout the western United Slates. For More information about our air and water environmental compluu cc. subsurr.kc rcrttcdiation, building sciences and occupational safety capabilities, please click hero for our website From: Lydia Cano imailto:canolOovousd.net) Sent: Thursday, October 29, 201510:28 AM To: Reid Shigeno<Reid.Shigeno(&altaenviron.com>; David Schack <David.Schack altaenviron.com> Cc: Donna Hughes <huRhesdffl)Pvpusd.net> Subject: Re: Re:Proposal Thank you. I forgot to ask how long the testing will take and when we can expect to see report? Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: Reid Shigeno <Reid,Shigeno0altaenviron.com> Sent: Thursday, October 29, 2015 10:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. 1:1 11? `.!IICI !'0. l :1 ASS(K IAil: ONSUO AN i' I: 377, Long beach hied. Antic\ lloilding, I orp lic:acft. CA tXSUl .i %2 405 $777 c 71.1 : 10 h096 t 562 41;5 50? rctd.shieeno(� all 1-pcimnsmil ttt�'��'.tLll!�tl i'll S4�A Welcome to Alta Envirnnmcniall Effective July 2011. Alta Unvironmcmal relimcrts thy: combined scams or Wmeflcld & Associates and our recent acquisitions, Coffey EnvironntenWCTL Environmental Services nod Justice & Associates Alta Environmental is a premiere environmental cunsultancy for industrial and construction interests throughout California. For more information about our subsurracc remediation, environmental compliance, and occupational safety capabihtia, Please dick her; fur our website From: Lydia Cano lmailto:canoI0PvPusd.netl Sent: Thursday, October 29, 201510:20 AM To: David Schack <Davld.Schack(Oaltaenviron.com> Cc: Reid Shigeno <Reid.ShiReno@altaenviron.com>; Donna Hughes <huahesd(-pvousd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <DaVId.SchackQaltaenviron.com> Sent: Thursday, October 29, 2015 20:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. D WID SCI IAU. Hl % LAC LWIJ !A Vlei. I'M -1101.11:1 OF HUll DW i 1Cli FCL'♦ F rrur: PUrnonte not xprrifird. Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Bulldmg Lerg Beach CA 90807 c 562 495 5777 d 562.489.9762 c 310 951 9482 f 562 495 5877 davW.sghag0;;ltaonv1ron corn I www.altoonviran com Alta Environmental is the premier compliance services consultancy serving the needs of municipal, industrial, and construction clients throughout the Western United States. For more information about our air and crater enviranmemal compliance, subsurface remediation, building sciences and occupatiunal safety capabilities, please click hefor our wcbsitc. From: Lydia Cano [mailto:canolftvnusd.netl Sent: Thursday, October 29, 201510:10 AM To: David Schack cDavid.Schack(Maltaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <Devid.SchackPaltaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave II\Vllt.SCll%Ck,RI 1 CAC. CI)1'11.1A VECLI'R1 �U)I:N'I'Cil'liUlLl)li4Ci hCII:NCl.S IE rrnr'. E'ilenattte not % ceificd Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Bollding Long Beach CA 90807 0 562 495 5777 d 562.489.9762 c 310 9619482 f 562 495 5677 t. :..ia .. =i ..... , i Alto Enviroarttentol is the premier compliance services consultancy serving the needs of municipal, industrial. and construction clients throughout the Western United States, for more inrormation about our air and %voterenviromnental complimee. subsurface remediation. building scicacxs a ndoccupatiwWsafetycapabilitics.plcasc ii forourmbsite From: Lydia Cano Imailto:cgnol6DDvl2usd.netl Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack(Maltagnviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schackraaltaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, COPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schack(Maltaenviron.com I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more Information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 26, 2015, at 4:59 PM, Lydia Cano <canol@pvousd.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lyd4,c , ca*to- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack Imailt`o:givi ,SEhack@altaenviron-coml Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -If conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it Is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave i7:\t"sl!!•� fI°i�.,i. I!I 1 C°�� l U!'I1.1� Expertise to Reduce Your Environmental and Safety Risks 3777 Lorg Beach Bivd, Annex Budding Long Beach CA 90807 0 562 495.5777 d 5662,489,9762 c 310,951 94821 532 495 5877 daVd.schack4D Isenviron.MM jwwww.altaenvirron.,arom Alta Environmental is the ptcmier compliance services cortsultancy serving the needs ormunicipai, industrial, and construction clients throughout the %Vcstem United States For more information about our air and watercnvironmental compliance, subsurface remediation building sciences and occupational safety capabilities, please dies. Pee for our %mbsitc <image001.jpg> Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 2015 11:37 AM To: Lydia Cano Subject: RE: Re:Proposal Lydia. The pricing we provided was for normal sample turn -around which is 5 days. If you need the results expedited the lab charges the following rush surcharge: 24 T/A 10056' 48 T/A 505o 72T/A25% Some of the analytes cannot be processed faster than 3 days so I am not sure if it is worth expediting the results. Following receipt of the analytical, we will try to prepare a report within a week. Dave DAVID ♦c.l l u K III X L %C L UI9I.1 % VIC I PRI-SIM.NT 01 WIII DING S01 NC I'S a. Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd. Annex Building Long Beach CA 90807 c. 562.495.5777 0.562 489 9762 c 310 951 9482 f 562 495 5877 david,schock@allaenviren.com I wvnvallpenviron,rom Alin Environmental is the premier compliance services consultancy serving the needs or municipal, indusinal, and construction clients throughout the Western Unitud States. For mote information about our air and water cnvironmenlal compliance, subsurface remediation, building sciences and occupational saroy capabilities, please dick her for cur wtbsi:c. From: Lydia Cana f mailto:canol@pvpusd.netj Sent: Thursday, October 29, 2015 10:28 AM To: Reid Shigeno <Reid.Shigeno@altaenviron.com>; David Schack <David.Schack@altaenviron.com> Cc: Donna Hughes <hughesd@pvpusd.net> Subject: Re: Re:Proposal Thank you. I forgot to ask how long the testing will take and when we can expect to see report? Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: Reid Shigeno <Reid.Shigeno@altaenviron.com> Sent: Thursday, October 29, 2015 10:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. IN11)":'k'It<1:I ASSG([AI I. Ct)::il 1 1 A`:1' 11 .37771 onlie .'h Hltd, Arwxifi.il;h ,t. Lom4 Hca.h CA 90%0' it 5(.2 493.57'' c 7 14 .11 V 4tb.4tr l 562A95 3N77 rvid,shingno Fo nitacnviron com I L� tt • •nt:'rop =I Welcome to Alta Environmental! i cctiNc July 2011. Alto Environmental reprc%nts the combined (cams orwineGeld & Associates and our recent acywsiuons. Coffey Envirunments,C11 Environmental Service; and Justncc & Asunlaw. Aim Envtrumnental is a premiere cnvttonmcnlul eonsulloncy for Industrial and construction interests lbmughout Caliromio For more information about our subsurracc remediation. environmental compliance. Caul ru.-cupational sorely capabilities, please click htle fur our website. From: Lydia Cano (mailto:canol@pvpusd.netj Sent: Thursday, October 29, 2015 10:20 AM To: David Schack <David.Schack@altaenviron.com> Cc: Reid Shigeno <Reid.Shigeno@altaenviron.com>; Donna Hughes <hughesd@pvpusd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack(Maltaenviron.com> Sent, Thursday, October 29,201S 10:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. DAVID SCI IACL, ua A. CAC, CW111.1 VlCC11IMSII)iN UFlII-31WINUSCIFNUS P rrur: PHow rue uut spccined. Expertise to Reduce Your Environmental and Safety Risks 3,177 Long Beach Blvd Annex Building, Long Beach CA 90807 r 562 495 5777 d 562 489 9762 c 310 9519482 1 $62 495.5877 david.schack9batlt environ com I www alleenviron,com Alla l vironauntal is the premier compliance services consultancy serving the needs of municipal, industrial, and wnstnmron clwm throughout the Western United States For more Information about our air and water environmental compliance, subswraee rcmnliation, building sciences and occupational safely capabilities, please clickht fat our website From: Lydia Cano imailto:canolCcenvousd.netl Sent: Thursday, October 29, 201510:10 AM To: David Schack <David.SchackiRaltaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <Davld.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave I):1S'Ri�i;;Ir1Cl, KIA LAC,Cn11114A IF rrur: Idiename ant slsseifiitil Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach B vd Annex Building Long Beach CA 90807 0 562 495 5777 c 562 459 9762 - 310 951 9482 , 562 495 5877 davKschack0allaenviron.com I www.allsenviron,ram Alta Envirunnicatal is the premier compliance services consultancy serving the needs or municipal, industrial, and construction clients thruughout the Westcm United States For mote inrot motion about aur air and writer environmental compliance. subsurface remediation, building sciences and occupational safety capabilities, please qid lirrc for out %vabsitc From: Lydia Cano fmailto:canolftypusd.net] Sent: Thursday, October 29, 2015 12:40 AM To: David Schack <David.SchackQaltaenv_iron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thankyou Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schack@altaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schackCcDaltaenviron.com j www.altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <cana vpuL�.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lyd Axt, Ca ta- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack(mailto:David.SchackMaltaenviron.comi Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave �mcg;txrl tri Expertise to Reduce Your Environmental and Safety Risks 3777 Lorg Beach Blvd, Annex Building, Long Beacr. CA 90807 0 562.495 5777 IS 562 489 9762 c 310 951 9482 1 562 495 5e7 Ovid h as vi Prom I wvw aitaenviron ram Allu Envirunmcrttal is lite premier compliuice services consul=cy serving the needs ormunieipul, industrial, and construction clients throughout Ute Wcstcm Umtcd 5talcs For more inrormwan about our air and realer envirorr.:crral compliance, subsurfucc rcntediation, building scimm and oceaP360nal snfrt; capabilities. PICAS.- 5&ULVEK for our acbsite. <image001Jpg> Lydia Cano From: Reid Shigeno -cReid.Shigeno@altaenviron.com> Sent: Thursday, October 29, 201510:26 AM To: Lydia Cano; David Schack Cc: Donna Hughes Subject: RE: Re:Proposal Lydia, Thank you for the information. I just coordinated site access with Donna for 2pm this afternoon. RI Gi tillltd NO 111 Al,%()CIAII, CONSUI I A% I I. 37771 ung llcach lll%d Annc% ilurldin�. i.i n ilca.li i V'-.(17 o 562 495 5777 L 714 319 6686 1 562 40 .!l71 Tetti.xhiecnnlnitmenvimn cnm I www glimitvimn.cant Welcome to Aha Environmental: Effective July 2011, Alla Environmental represents the combined teams or Winerreld & Associates and our recent acquisitions. Coffey EnvironmentsX7L Environmental Services and Justice & Associates Alta £nvirarimcnial is o prcmicic environmental consul(artcy fur mdus:rw and construmon interests throughout califomus. For more information about our subsurface remediation, environmental compliance, and occupational safety capabilities, pleasc click he fix our website From: Lydia Cano Imailto:canol@pvpusd.net) Sent: Thursday, October 29, 201510:20 AM To: David Schack <David.Schack@altaenviron.com> Cc: Reid Shigeno <Reid.Shigeno@altaenviron.com>; Donna Hughes <hughesd@pvpusd.net> Subject: Re:Proposal I just spoke to Donna and she can arrange access for you. Please give her a call at 310-408-4120 and make arrangements. Thank you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unifled School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <Davld.SchackQaltaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cano Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. 1) ' % I) SCPAt i, 10 int. c D111,1 \ VIC E I'll USIDLN"1'01 IlUll.l)I1:•: Sfil1'!:CI 1 Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Building. Long Beach CA 90807 o 862 495 5777 d 562 489 9762 c 310.951 9482 f 562 495 5877 david schadt0attaenviron.com 1 www -0. aenviron corn Alta Environmental is the premier compliance sen -ices consultancy serving the needs of municipal, indusuiul, and construction chants througlwut the Western United States. 1'or more information about uur an and sealer cnvtronmenlal compliance, subsurface remediation, building sciences and occupational safely carahilitics, please click hrr for our website From: Lydia Cano [mailto:canolftvpusd.netl Sent: Thursday, October 29, 201510:10 AM To: David Schack<David.Schack(abaltaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.SchackQaltaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cano Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave U \VII ). I I •.i c. lis .\. _ /'C 1-1'-N 1.11 vl l rltr,lnl.:<1 Cir b�;ll,lil":C. 1,`:1.N( i S x - Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Budding Long Beach CA 90807 o 562 495 5777 d 562 489 9762 r. 310 9519482 ' 562 495 5877 david.schacki laltaenviron com I vm".attaenvim mom Alta Environmental is the premier compliance services consultancy saving the needs ormunicipal, industrial. and construction clients throughout the Westcm United States For mom information about our air and +rater environmental compliance, subsurface rcmcdiabon, building sciences and occupational safety capabilities. please click It for our wcbsttc From: Lydia Cana lmaIIto:canol[apvousd.netl Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack altaenviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schack@altaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schackPaltaenviron.com I www.altaenviron.com Alta Environmental Is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <panol@pypusd.net> wrote: Thank you Dave 1 will have lora process a requisition. When will you be able to start? Lyd i,s, CcLrLo- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack(mailto:David.Schacki2altaenviron.com Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2) 1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more In depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave h�11'Il)SCiLIt n I:! A < 1' l I,Tli•IA •ICI I'klNM.idl Ol Ittl(:,I)ltili mn rt .i••,, Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach BNd Arnex Budding Lona Beac- CA 90807 o 562 495.5777 1 562 489.9762 c 310 951 9492 ' 562 495 E2 david st:hack9battsenviron,mm I WM alleenviron.com Alta Environmental is the prcmtcr compliance services consultancy serving the n. --.ds of municipal, industricl, end construction clients thruugituut the wcstem united Sutcs For more information about our stir and water ctivirLin mental complitime, subsurface rerrediouon. budding sciences and occupational safety capabilities, pease elick her fur our website <image001.jpg> Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cana Cc: Reid Shigeno Subject: RE: Proposal Great. I am copying Reid Shigeno on this as he will be the one doing the sampling. I will be in and out of meetings today. Dave. IMIDWINth HI % C%(. �1mlal , VICI I1HE%IlXNroi• BUILDING SCII NCi ti ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Annex Budding Lon Beach CA 90807 o 562 495 5777 d 562 489 9762 c 310 951 9482 t 562 495 5877 david.schadQaltaenviron.eom I www.aUaenviron.com Alta L•mvtronmcnUl is the premier compliance services consultancy serving the needs of municipal, industrial, and consirwtion clients throughout die wcsicin Unit:d States Fur more inrormatton about our air and Hater environmental compliance, subsurface remedintiom, building sciences and occupational safety capabilitics, please click here for our usbsite From: Lydia Cana (malito:canol@pvpusd.net) Sent: Thursday, October 29, 201510:10 AM To: David Schack <David.Schack@altaenviron.com> Subject: Re: Proposal Let me reach out to Donna and I'll get back to you. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:08 AM To: Lydia Cana Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave 1) %� ll) tit IIA( k ld E \:' a. 171111-1 VICi 1141 5114 NI 01 lit II DINO SCICN( I 1 Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach B vd Annex Building Long Beach, CA 90907 a 56:.495 5777 d 562 459 9762 c 310 951 9492 f 562.195 :877 david.schacicgpgaonvlron.com I www.allsenviron.com Alta Environmental is the premier compliance services consultancy serving the needs ormunicipnl. industrial. and construction clients d+raughout the western Unit; d States rot more information about sur air and water environmental compliance, subsurface remediation, building sciences and occupational safety capabilities. please gjck kr ror our wcbstic From: Lydia Cano [mailto:canol@pvpusd.netj Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack@altaenviron.com> Subject: Re: Proposal will be out of the office but will check email periodically. Thank you Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schack@altaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.S777 c. 310.951.9482 david.schackCMaltaenviron.com I www.altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <canol@i3vausd.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lyd,Ut, Ccwi ar- Deputy Superintendent Palos Verdes Peninsula unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack[mailto:Dayid.SchacktMaltaenviron.comi Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave .'I� f:.'iti.`li)i:�+(t )G ISI:t!.l�i'..� S:'Ii :�Cli'• nna"Oul JP - Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd Ar.nex Building Long Boach CA 90807 o 562 495 5777 d 562 489.9762 c 310 9519482 ! 562 495 5877 david.schack9baNaanviron.arxn I wwnv.alloenviron.com Alta Environmental is the premier compliance services consultancy serving the needs ormunicipal, industrial, and construction clients throughout the Western United States For more information about our air and water environmental compliance, subsurface rcmcdratien, building sciences and occupational sarety capabilities, please rEck- tcrc for our website <image001.Jpg'. Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 2015 10:09 AM To: Lydia Cano Subject: RE: Proposal We can do today if you can get us access. Thanks, Dave DNVU *Lll%(.k ,., LAc % il'I lA VILI I—RI SIDLNI (i.' BUILDING %Cll KLLS ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Lorg Beach Blvd, Annex Building Long Beat^ CA 90607 o 562 435.5777 d 562.489 9762 c 310 951.9482 1 562 495 5817 david.schack0altaenviron.com I www,altagnuiron.com Alto Environmental is the prcmicr compliance services consultancy scrvine the needs ormunreipal, industrial, and construction clients throughout dsc %Vcstcrn Umtcd Slats For marc information about our air and nater environmental cemplliancc. subsurface remediation, building sciences and oeeupminnal safety capabilities, picrse click h;Lc for our wcb: tic. From: Lydia Cano (mailto:canol@pvpusd.net) Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack@altaenviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack<David.Schack(maltaenviron,corn> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schack@altaenviron.com I www.altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click herr. for our website, On Oct 28, 2015, at 4:59 PM, Lydia Cano <canolgpvpusd.net> wrote: Thank you Dave I will have lora process a requisition. When will you be able to start? Lydtzt, Caaw- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378.9966 x418 From: David Schack f mailto:David.Schack*altaenvirop.comi Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the Information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included In the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave f)\VI!) ,Ci! li K fel 1 t \:'.l: -'I*! 1 Imm:0161 Jr. Expertise to Reduce Your Environmental and Safety Risks 377; Long Beach Blvd, Annex Building. Long Beach. CA 93807 a 562 495.577"1 d 562.489.9762 c 310.9519482 1 562.495 5677 ¢avld.schack0altaenvsgn.com I MM.altaenviron cam Alto Cnvuonmental is the prrmier compliance services consultancy serving the needs of municipal, industrial, and consituctiun clients throughout the Westem United States. for more Informntion about our air and water environmental compliance, subsurfane mmediatica, building sciences and occupations( safety capabilities, please 5fick hrre for our %%Chsnc <image001.jpg> Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Wednesday, October 28, 2015 7:46 PM To: Lydia Cano Subject: Re: Proposal Attachments: image001 jpg Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schack@altaenviron.com J www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <canoI@pvousdi.ret> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? LycUcv Cct no - Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack(mailto:David.Schack(aaltaenviron.com] Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2) 1 have included analysis for pesticides and herbicides, while not Included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave t. ,P: 1.1 VICI. PRFSOHN I V71 lit It P11"'u scil NCE ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach B vd. Annex Building Long Beach, CA 90807 u 552.495.5777 d 552 489 9762 310 9519482 1 552 495 5877 dav1d.schack(Maltneo0on cam I www allaenvir2n.com Alin rmiurnmenial is tdtc premier compliance services ccnsultmcy serving die nerds of municipal, industrial, and construction clients throughout die Wcsicm United Sinies. rar more information about our mr and %eater em ironnteniul compliance, subsurface rcmrdiaiian, budding sciences and ucctnationni sarcty cnpabililies. plersc glick har far our uvbsitc Lydia Cano From: Lydia Cano Sent: Wednesday, October 28, 2015 5:00 PM To: Lora Dodell Subject: FW: Proposal Attachments: Ladera Linda Soil Sampling.pdf Lydizv CaM.o- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack [malIto:David.Schack@altaenviron.com) Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this Is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letterlletter of report. Let me know if you have any questions. Thanks, Dave il.v.1, IJA LAC (_D(111 -IA VKT 1'iti X100.141 0" BUILDING SCILKC FS ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building. Long Beach CA 90807 a 562 495.5777 d 562 489.9762 c 310 951.9482 t 562 495 5877 david,scggc r61pHAj svimn.com I www.atlaenvhon. am Alin Lnvuootuental Is the premier compiimtcc semlecs consuliancyscrving the needs ormuuicipai, industrial, and consituction clients throughout the Western United States For more inrormation about our air and immer environnsental compliance, subsurface remcdiation, building sciences and occupational safety capabilities, please click Iw ro. our website. Alta Environmental Contract Short Form 3777 Long Beach Boulevard. Annex Building Long Beach. California 90807 (562) 495-5777 Office (562) 495.5677 Fax To: Palos Verdes Peninsula Unified School DI Onto: October 28, 2015 375 V1a Almar Project No.: PVPU-15-5638 Palos Verdes Estates, CA 90274 Proposal No.: PVPU-15.5638 Project: Ladeta Linda Impart Sail Samling Ann: Lydia Cano, Deputy Superintendent Tol: (310) 376-9988 Email: cal= arsd net 9 of Pages: I Alta Environmental has been asked to complete testing of soil which was Imported from a residential site and placed at the Subject Site. We understand that approximately 800 cubic yards of soil were imported to the Subject Site. Based on the Infonnallon we have been provided by the District. we estimate that a total of 4 discrete soil samples will need to be collected and analyzed for the following constituents VOCs (EPA 8021/82688). Semi VOCs (EPA 8270), TPH (8015M), PCBs (EPA 8080x/8082), Metals (60108-7471A) and asbestos (OSHA ID-191) We have also included pricing for pesticides and herbkfdes Hit Is determined necessary to sample for these constituents We will provide the labor and materials necessary to collect and analyze the samples and will provide the District vhlh a written repot which will Include a summary of our Geld activities, methodologteG and a discussion of the results. Additional Interpretation. assistance In meetings, and other services not specifically slated In this Short Form Agreement will be billed at a late and materials rate. Professional Services Mindpal-Prc)ecl Oversight and Report Review 9 ® S 17500 A=r s 1,050.00 Proled Professional (Rend preoaration) 16 ® S 13000 Iheur S 2.080.00 Project Professional (Filed Sampling and preparaJcn) 8 ® S 130.00 Incur s 1,04000 Administrative Assk lanl 4 GA S 6300 flour S 25200 SUBTOTAL $ 4,422.00 Outside Sarvicos VOC, SVOC, PCB, Mafals 4 ® 3 529.00 /each S 2.11000 Asbestos (OSHA 10.191) 4 ® S 101368 /each s 45.172 Organochlorine posticidas 4 ® s iov.25 leach 3 43700 Organophospharous pesticides 4 @ 3 143.75 leach 5 57500 Chlodnatad horbicldas 4 @1 S 155.00 leach 5 020.00 SUBTOTAL $ 4,162.72 OtherOirect Costs NL,eage (xrt31 to portal) ell ® S 075 tMao S 6000 SUBTOTAL $ 60.00 GRARb TOTAL S 8,684.72 Professional services are billed on a portal-to-pcnat basis. A four-hour minimum applies to all expert and field services Overtime rates charged at 1.5x rate for hours after 8.0 to 12.0, weekends and holidays Overtime rates charged at 2.Ox rate for hours after 12.0, weekends and holidays. Compensation will bo required as follows: r7 hourly not-to-exceed this amount QX time and materials as an estimate, not a maximum 0 Other. The work: �X will not be completed ural a slgned copy of this notice is returned to us authorizing us to ccmplete this work for the compensation outlined above. 0 is now being completed and will be bil+ed as outlined above Please sign below to acknowledge and suitmrfze this contract scope and compensation and return to us. Please no* the undersigned Immediately i1 you have any questions or do nct agree with the terms and conditions ccr.Ialned harem. � 28-Oct-15 ALTA ENVIRONMENTAL DATE ACKNOWLEDGED AND AGREED DATE Aumartred Alta Envlronmentars Standard Terms and Condillons Consulting Agreement is Incorporated herein. If No is a new contract, please Md Alta Environmental's Standard Terms and Conditions Consuming Agmamert attached hereto. Prices quoted are firm for 30 days from date of this Contract Short Form Lydia Cano rmasmr�mrs From: David Schack <David.Schack@altaenviron.com> Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Attachments: Ladera Linda Soil Sampling.pdf Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2)1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and it is required by some of our other school clients. We've included time for a more in depth report than a cover letter/letter of report. Let me know if you have any questions. Thanks, Dave 1','. 1) tic 11.101. Itl % t ,1t. ( 1)[1114A it i PRFStt)CNror in II.DING SCII-NOLS ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building Long Beact, CA 9080' a 562 495.5777 a 562 489 9762 c 310 951 9482 ' 562 495 587 david .scha @aftaen 'ran ora I www.allnenviron cwn Alta Environmental is the premier compliance services consultcncy serving the nccd5 or municipal, indusuial, and construction clients throughout the Westem United States. For more information about our air and watc7 environmental cumpliarce, subsurfnc: ic:neduuion, building sciences arid occupational safety caprbilitics. plensc s ick licrc far our unbsitc. L dila Cano From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, November 12, 2015 12:46 PM To: Lydia Cano Subject: Re: results Attachments: image001 jpg I am available now if you'd like to give me a call until about 130 DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schack@altaenviron.corn I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Nov 12, 2015, at 12:40 PM, Lydia Cano <canol.apvpusd.net> wrote: When is a good time to call you? Lydia. Ca.no- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 x418 From: David Schack(maifto:David.Schack,15)altaenviron.goml Sent: Wednesday, November 11, 2015 7:21 AM To: Lydia Cano Subject: results Lydia. Alta initially collected samples of soil located at the upper field at Ladera Linda. Based on follow-up discussions It was determined that the samples we collected from the upper filed at Ladera Linda may not have been representative of the subject soil imported from the Torrance residential site. Portions of the subject soil imported from the Torrance site had also been imported to the District maintenance yard. Based on this information Alta collected samples at the District maintenance yard on 11/2 and also revisited the Ladera Linda slte that day as well. We received the results of the samples collected at the yard with the exception of the analysis of asbestos in soil -that analysis has to be completed by a different lab. The results for all analytes were In general very low. I need to have the results reviewed by my staff and compared to existing standards. One thing to note is that we did detect low concentrations of DDT In the soil. Our initial review indicates that the levels detected were below regulatory guidelines, however, as a reference point, the LAUSD would not accept this soil for import due to the presence of any detectable concentrations of organochlorine pesticides. Please treat this information as preliminary until I can have It reviewed. Further, the samples which were initially collected at Ladera Linda were put on hold and some will exceed the hold time on 11/12. Based on observations made at the yard and Ladera Linda it looks as though there are at least two, likely more, sources of soil on the upper field. Soil consistent with that of the yard was observed at Ladera Linda however it is unclear as to where the bulk of that soil is at this time. It appears as though additional soil which contains various types of building debris and organic debris is present on the upper field. Additional sampling and characterization of the soil is likely warranted. Also, as indicated I collected several samples of the miscellaneous building debris observed to be present in the upper field area which included sewer lines, stucco, roofing shingles and roofing with mastic. The sample with the roofing material and tar was found to contain asbestos. Further, during our second site visit on November 21 observed additional suspect material included floor tile debris with mastic. No samples were collected at the time as such sampling should be part of a larger investigation. The presence of building debris with asbestos triggers requirements under SCAQMD Rule 1403 which includes completing a contamination assessment, development of clean-up plan and subsequently executing the plan. Until the area is adequately characterized we feel it prudent to restrict access to the upper field area. It:1� Ih tiCIEA( b. ttl •, C' 1C. t'i)i': I•i.1 ti l r rw sr171_rrl nr ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building Long Beaus CA 9080; c 5F.2 495.5777 d 562 469.9762 ^ 310 9519482 0 562 495 5j-,7 davkj j`- davld Schar*Q,;iltn@nviron.crm i w%wr allaginvlron co Alta Crivironmental Is the premier compliance scrviccs consuhanq seting the needs of municipal, industrial, and construction clients throughout the western United States. For more information about our air and %Nater onvtronmental compliance subsurface remediation. building sciences and occupational snrcty capabilities. please click tic s for our %Icbsitc Lydia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Wednesday, November 11, 2015 7:21 AM To: Lydia Cano Subject: results Lydia. Alta initially collected samples of soil located at the upper field at Ladera Linda. Based on follow-up discussions it was determined that the samples we collected from the upper filed at Ladera Linda may not have been representative of the subject soil imported from the Torrance residential site. Portions of the subject soil imported from the Torrance site had also been Imported to the District maintenance yard. Based on this information Alta collected samples at the District maintenance yard on 11/2 and also revisited the Ladera Linda site that day as well. We received the results of the samples collected at the yard with the exception of the analysis of asbestos in soil -that analysis has to be completed by a different lab. The results for all analytes were in general very low. I need to have the results reviewed by my staff and compared to existing standards. One thing to note is that we did detect low concentrations of DDT in the soil. Our initial review indicates that the levels detected were below regulatory guidelines, however, as a reference point, the LAUSD would not accept this soil for import due to the presence of any detectable concentrations of organochlorine pesticides. Please treat this information as preliminary until I can have it reviewed. Further, the samples which were initially collected at Ladera Linda were put on hold and some will exceed the hold time on 11/12. Based on observations made at the yard and Ladera Linda it looks as though there are at least two, likely more, sources of soil on the upper field. Soil consistent with that of the yard was observed at Ladera Linda however it is unclear as to where the bulk of that soil is at this time. It appears as though additional soil which contains various types of building debris and organic debris is present on the upper field. Additional sampling and characterization of the soil is likely warranted. Also, as indicated I collected several samples of the miscellaneous building debris observed to be present in the upper field area which included sewer lines, stucco, roofing shingles and roofing with mastic. The sample with the roofing material and tar was found to contain asbestos. Further, during our second site visit on November 21 observed additional suspect material included floor tile debris with mastic. No samples were collected at the time as such sampling should be part of a larger investigation. The presence of building debris with asbestos triggers requirements under 5CAQMD Rule 1403 which includes completing a contamination assessment, development of clean-up plan and subsequently executing the plan. Until the area Is adequately characterized we feel it prudent to restrict access to the upper field area. DAVID St 11 %Ck. HI A LAC CDI'11.1 VICE I'I(rSII)rNr01 IWII.DINGWILNCI S 13 ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd, Annex Building, Long Beach GA 4647 o. 562 495 5777 d 562 489 9762 c 390 9519482 1 562 495 5677 tW%4d.9ch9ckQallaenviron.com I yM.aileenviron.com Alta Environmental is the premier compliance services consultancy serving the needs of muarcipal, industrial, and construction clients tirrrrughout the Westcm United States For more information about our air and t%atcr environntcnial compliance. subsurface remediation, building sciences and occupational safety capabilities, please click -h for our imbsite. Lydia Caro From: Louie Hubbert Sent: Tuesday, October 27, 2015 8:17 AM To: Lydia Cano Subject: Fw: Soil Report Attachments: SMP FS Cleanfill-Schools.pdf Louie Hubbert Director of Maintenance/Operations PVPUSD Office: 310-750-2049 Cell: 310-780-4707 From: David Schack cDavid.Schack@altaenviron.com> Sent: Monday, October 26, 2015 3:06:16 PM To: Louie Hubbert Subject: RE: Soil Report Louie. Thanks for forwarding this along to me. As discussed the California Department of Toxic Substance Controls {DTSC) has published a protocol for the import of soils to school sites. I've attached a copy for your review. In a situation like this I would recommend following a published guideline. We discussed the issue of radiation; there are a couple of things that can be done— a health physicist can conduct a survey and/or samples can be submitted (either way it's best to follow the advice of a health physicist. Alta is capable to complete the other environmental testing as outlined in the DTSC document. We need to know the total yardage and approximate depth of the imported soil so we can develop a proposal. Dave 1)\VII)SUI1Ci. HIA LAC CUPII•I\ VICI PRI %IDI 14'1 Cir WILDING SCILNCI a OALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safely Risks 3777 Long Beach Blvd. Annex Building Long Beach CA 90807 a 562 495.5777 d 562 489 9762 c 310.951 9482 f 562 495 5877 david schackaiAnenviron_cam i rN wmallaenviron cam Alta Environmental is the premier compliance services consultancy serving the needs of municipal, industrial, and construction clients throughout the Western United Stoles For mare information about our air and water environmental compliance. subsurroce remediation building sciences and occupational surety capabilities, phumc chcL h fa: our urbsite From: Louie Hubbert jmalitc:hubbertl@pvpusd.net] Sent: Monday, October 26, 2015 1:51 PM To: David Schack <David.Schack@altaenviron.com> Subject: Fw: Soil Report David, Attached is the soils report for the soil at Ladera Linda - I'm working on finding amounts... Louie Hubbert Director of Maintenance/Operations PVPUSD Office: 310-750-2049 Cell: 310-780-4707 From: Alan R. Kossoff <AKossoff(&kwikalaw.rom> Sent: Tuesday, September 29, 201511:49 AM To: Louie Hubbert Cc: Brent Daniel Subject: Soil Report Louie, Thanks for meeting with me and Brent last week. As we discussed, attached is the Soil Report that I received from Fabian. This report is for your/school district review only. As you can see from reviewing the report, this further confirms that there are no issues with the soil we received and Ladera and for which the school district also received about 10 truck -loads. I know that you personally saw the soil, spoke to Fabian, and did appropriate investigation and review to determine that the soil was fine. I hope that with this Soil Report you can now close the matter. As we also discussed, Ed Hummel has continually harassed PV AYSO in his effort to prevent us from playing soccer at Ladera Linda. We would appreciate if you would sent an email to Mr. Hummel stating that you have reviewed the matter, that the soil is good, that the school district is satisfied that all is in order, and that the matter Is closed. Can you also forward this email to Brent after you send it to Mr. Hummel. We would like to spend our time volunteering for the children who play AYSO rather than dealing with the distractions and misinformation provided by Mr. Hummel. Thank you for your help, Alan This message is intended solely for the use of the addressee(s) and is intended to be privileged and confidential within the attorney client privilege. If you have received this message in error, please Immediately notify the sender and delete all copies of this email message along with all attachments. Thank you. G SUBST.tjce+ Information Advisory e ' Clean imported Fill iVlaterial ftisDT,SM Executive Summary nZadon to "&OV, pliateet and This fact sheet has been ptipamd to ensure that inapprropriate fill material is not errrhanee the introduced onto senritir e land list, properth!r under the at, ersight of the DTSC or- ejndr011mellt, tO applirable regulator-, nuthorWes Sensitive land use properties include those rif:rr ensure pubHo contain fncilidrs such as hospitals, hotnes, daJ• rare renters, and schools This duru health went unh focuses on human health concerns and erolagkal issues are nor addirssed. environmental It identifies those (tyres of And use artitities that ma}' be approluiate where olein quality and reining it hether a site mai be used as a fill taterial source area. It also proi irlrr guldelines for the appropriate t}'per of analyses that should be performed mlarit e 10eCOf101JliC YitalirJ; the former land use, and for the number orsarnples rbat should be. Collected and b3i(n� anal}zed based on the estimated loluare offill rnatrrial that ivill nerd to he urrd hazardous ss+a.>;te, The Information provided In tris Grct sheet is not ri?gulatog in nature, n7thet is to bta conducting and used as a,gulde. and in most situations the final decision as to the nrrtyuabilit% vffill ov,weeing material for a sensitive land use prnper•ty is made on a case-lir--rvse basis b, thr� CleaJltlpS, and appropriate ng�ulatory,jgencyc devvlopingand Introduction promotiing, pollution The use or imported fill material has recently conic under scrutiny because o[' pll°vention, the instances where contaminated soil has been brought unto an other ti,se Ican site. However. there are currently no established standards In the statutes at, State orcallfornia regulations that address environmental requirements for imponed fill material Therefore, the California Environmental Protection Agency, Departn ent of Toxic Substances Control (DTSC) has prepared this fact sheat to ldentlfy pro cedures that can be used to minimize the possibility of introducing cOatarrii haled soil onto a site that requires Imported fill material. Such sites include those that are undergoing site rernedtatlon, corrective action. aril closure ac California tivides overseen by DTSC or the appropriate regulatory agency. These proce Environmental duces may also apply to construction projects that %rill result in sensitive land Protection Agency uses. The intent of this fact sheet is to protect people who live on or ather%k!sc usa a sensitive land use property. By using this faCt sheet. a5 a guide, the render will minimize the chance of introducing [ill material that may result in intro ;. tial risk :o human health or the environment at some future tinte The enerb i challenge /:rchuV California is twi. Ei et r Califorith-rn needs to take htunediate action to redure rnrrhi reruumptirn. Fora list ofsinrple icaji-rou ran reduce demand and cud taut,-Creme costs, see Our it eGsiteter rt.'}}1t: dt�l=Cr .� n. Overview Both natural and manmade fill materials are used Cor a variety or purposes. Fill material properties are commonly controlled to meet Lite necessary site spe- cific engineering specifications. Because most sites requiring nil material are located in or near urban areas, the All materials are often obtained front con- struction projects that generate an excess of soil, and from demolition debris (asphalt. broken concrete. etc.). However. materials from those types or sites may or may not be appropriate, depending on the proposed use or the 1111, and the qualily or ilia as- sessment and/or mitigation measures. If necessary. Therefore, unless material from construction projects can be demonstrated to be free of contaml- nation and/or appropriate for the proposed use, the use or that material as fill should be avoided. Selecting Fill Material In general. the fill source area should be located in nonindustrial areas, and not from sites undergoing an environmental cleanup. Nonindustrial sites in- clude those that were previously undeveloped, or used solely for residential or agricultural purposes. If the source is from an agricultural area, Care should be taken to Insure that the fill does not include rormer agricultural waste process byproducts such as manure or other decomposed organic material. Undesirable sources or 1311 material Include Indus. trial and/or commercial sites where hazardous rna- Potential Contaminants Based on the Fill Source Area Fill Source: Land near to an existing freeway Land near a mining area or rock quarry Target Compounds Lead (EPA methods 60108 or 7471 A), PAHs (EPA method 8310) Heavy Metals (EPA methods 6010B and 7471A), asbestos (polarized light microscopy), pH Agricultural land Pesticides (Organochlorine Pesticides: EPA method 8081A or 8080A; Organophospho• rus Pesticides: EPA method 8141A; Chlori• nated Herbicides: EPA method 8151 A), heavy metals (EPA methods 6010E and 7471A) Residential/acceptable commercial land VOCs (EPA method 8021 or 8260B, as appropriate and combined with collection by EPA Method 5035), semi -VOCs (EPA method 8270C),TPH (modified EPA method 8015), PCBs (EPA method 8082 or 8080A), heavy metals including lead (EPA methods 60108 and 7471 A), asbestos (OSHA Method ID -191) Thr nscarninended anuli srs should be petfanned In acnordanre frith USEPri SWe! 846 methods (1916). Other paulble anal}srs Include Hstaialent Chranduni: EPil nrerhad 71,99 Recommended Fill Material Sampling Schedule Area of Individual Borrow Area 2 acres or less 2 to 4 acres 4 to 10 acres Greater than 10 acres Volume of Borrow Area Stockpile Up to 1,000 cubic yards 1,000 to 5,000 cubic yards Greater than 5,000 cubic yards serials were used, handled or stored as part or the business operations, or unpaved parking areas where petroleum hydrocarbons could have been spilled or leaked into the coil. Undesirable commercial sites include former gasoline service stations, retail strip malls that contained dry cleaners or photographic processing facilities, paint stores, auto repair and 'or paitttlltg facilities. Undesirable industrial facilities include metal processing shops. manufacturing fa- cilllies, aerospace facilities. oil refineries, waste treat- tnem plants, etc. Alternatives to using (111 from con- struction sites include the use of fill material ob- tained from a commercial supplier of (ill material or from soil pits In rural or suburban areas. Flow - ever, care should be taken to ensure that those ma- terials are also uncontaminated. Documentation and Analysis In order to minimize the potential of introducing contaminated nil material onto a site. It is necessary REM Sampling Requirements Minimum of 4 samples Minimum of 1 sample every 1/2 acre Minimum of 8 samples Minimum of 8 locations with 4 subsamples per location Samples per Volume 1 sample per 250 cubic yards 4 samples for first 1000 cubic yards +1 sample per each additional 500 cubic yards 12 samples for first 5,000 cubic yards -1 sample per each additional 1,000 cubic yards to verify through documentation that the rill source is appropriate and/or to have the fail material ana- lyzed for potential contaminants based on tite loca- tion and history or the source area. Fill documenta- tion should include detailed informutlon on the pre- vious use of the land from where the lilt is taken. whether an environmental site assessment was per- formed and Its findings, and the results of any test- ing performed. It is recommended that any suc h documentation should be signed by an upproprl- ately licensed (CA -registered) Individual. If such documentation Is not available or Is inadequate. samples of the rill material should be chemically ana- lyzed. Analysis of the rill material should be based on the source of the (111 and knowledge of the prior land use. Detectable amounts of compounds or concern %VILhIn the 1111 material should be evaluated for risk in accordance with the DTSC Preliminar% Endan- germent Assessment (PEA) Guidance Manual: It metal analyses are performed, only those metals (CAM 17 /Title 22) to which risk levels have been assigned need to be evaluated. At present. the DTSC is working to establish California Screen- ing Levels (CSL) to determine whether some com- pounds of concern pose a risk, Until such time as these CSL values are established. DTSC recom- mends that the DTSC PEA Guidance Manual or an equivalent process be referericad. This guld- ance may include the Regional Water Quality Control Board's (RXVQCB) guidelines for reuse or' non -hazardous petroleum hydrocarbon con- taminated soil as applied to'Iotal Petroleum Hy- drocarbons (TPH) =Iy. The RWQCB guidelines should not be used for volatile organic compounds (VOCs) or semi -volatile organic compounds (SVOCS). In addition, a standard laboratory data package, including a summary or Elie QA/QC (Quality Assurance/Quality Control) sample re - stilts should also accompany all analytical reports. When possible, reprt:sentati;'e samples should be cal- lected at the borrowarea while the potential rill ma- wrinl Is still in place, and analyzed prior to removal from the borrow area. In addition to perlbrining the appropriate analyses of the rill material, an ap- propriate number of samples should also be deter- mined based on the approximate volume or area of soil to be used as till material. Tile table above can be used as a guide to determine the number of samples needed to adequately characterize tate fill material when sampled at the barrow site. Alternative Sampling A Phasp 1 or PEA may be conducted prior to sam- pling to determine whether the borrow area may have been Impacted by previous activities on the property. After the property has been evaluated, any sampling that may be required can be determined during a meeting with DTSC or appropriate regu- latory agency. However, if it is not possible to ana- lyze the fill material at the borrow area or deter- mine that it Is appropriate for use via a Phase I or PEA, It is recommended that one (1) sample per truckload be collected and analyzed for all com- pounds of concern to ensure that the imported soil is uncontaminated and acceptable. (See chart on Potential Contaminants Based on the Fill Source Area for appropriate analyses). This sampling fre- quency may be modified upon consultation with the DTSC or appropriate regulatory agency if all of the fill material is derived from a common borrow area. However, fill material that Is not characterized HL the borrow area will need to be stockpiled either on or off --site until the analyses have been completed. In addition, should contaminants exceeding accep- tance criteria be identified In the stockpiled fill material, ilia( material will be deemed unacceptable and new fill material will need to be obtained, sampled and analyzed. Therefore, the DTSC rec- ommends that all sampling and analyses should be completed prior to delivery to the site to ensure the soil is free of contamination. and to eliminate un- necessary transportation charges for unacceptable rill material. Composite sampling for fill material characteriza- tion may or may not be appropriate, depending on quallty and homogenpity ofsource/borrow area, and compounds of concent. Compostting samples for volatile and semlvolatlle constituents IS= accept- able. Composite sampling for heavy metals, pesti- cides, herbicides or PAH's from unanalyzed stock- plled soil is also unacceptable, unless it is stockpiled at the borrow area and originates from the same source area. In addition, if samples are cornposited, they should be from the same soli layer. and not from different soil layers. When very large volurnes of rill material are antici- pated, or when larger areas are being considered as borrow areas, the DTSC recommends that a Phase I or PEA be conducted on the area to ensure that the borrow area has not been impacted by previous activities on the property. After the property has been evaluated. any sampling that may be required can be determined during a meeting with the DTSC. Forfurtherinfoirnatlon. call Richard Coffman. Ph.D.. R. G., at (818) 551-2175 SOILS INVESTIGATION Proposed Residential Development Torrance, California MONEW Torrance, California 90508 Project Number 17585-14 August 4, 2014 NOrCal Engineering TABLE OF CONTENTS Section Page 1.0 Structural Considerations........................................................ 1 1.1 Proposed Development.............................................................. 1 2.0 Site Description...................................................................... 2 2.1 Location................................................................................. 2 2.2 Existing Improvements............................................................. 2 2.3 Drainage!Topography............................................................... 2 3.0 Field Investigation................................................................... 2 3.1 Site Exploration....................................................................... 2 3.2 Groundwater........................................................................ 3 4.0 Laboratory Tests................................................................... 3 4.1 Field Moisture Content............................................................. 3 4.2 Maximum Density Tests........................................................... 3 4.3 Expansion Index Tests............................................................. 4 4.4 Direct Shear Tests................................................................... 4 4.5 Consolidation Tests................................................................. 4 4.6 Soluble sulfate Tests........................................................................ 4 5.0 Seismicity Evaluation............................................................. 4 6.0 Conclusions and Recommendations ........................................ 5 6.1 Site Grading Recommendations................................................ 6 6.1.1 Removal and Recompaction Recommendations ............................ 6 6.2 Temporary Excavations and Shoring Design .................................. 7 6.3 Foundation Design.................................................................... 8 6.4 Settlement Analysis.................................................................. 9 6.5 Lateral Resistance................................................................. 9 6.6 Retaining Well Design Parameters... ........................................... 9 6.7 Slab Design............................................................................ 10 6.8 Expansive Soil..................................................................... 11 6.9 Utility Trench and Excavation Backfill ............................................ 12 6.10 Corrosion Design Criteria......................................................... 12 7.0 Closure ................................................................................. 12 NorCal Engineering SOILS AND GEOTECHNICAL CONSULTANTS 10641 HUMBOLT STREET LOS ALAMITOS, CA 90720 (562)799-9469 FAX (562)799-9459 August 4, 2014 Torrence, California 90505 Project Number 17585-14 RE: SOILS INVESTIGATION - Proposed Residential Development - Located at in the City of Torrance, California Pursuant to your request, this firm has performed a Soils Investigation for the above referenced project. The purpose of this investigation is to evaluate the geotechnical conditions of the subject site and to provide recommendations for the proposed residential development. This soils engineering report presents the findings of our study along with conclusions and- recommendations for development. 1.0 STRUCTURAL CONSIDERATIONS 1.1 Proposed Development It is proposed to construct a new single family home on the parcel. Construction will be woodframe and 1 -story over basement level. Other Improvements may include concrete pavement areas and landscaping. The proposed grading for the development will include minor cut and fill procedures. Final building plans shall be reviewed by this firm prior to submittal for city approval to determine the need for any additional study and revised recommendations pertinent to the proposed development, if necessary. August 4, 2014 Page 2 2.0 Project Number 17585-14 2.1 Location: The parcel Is located west of In the City of Torrance. 2.2 (Existing Improvements: The parcel is occupied by 1 -story home, detached garage and concrete pavement along with small retaining walls and landscaping. 2.3 DrainagetTopography: Site topography slopes gently from west to east with drainage via sheetfiow toward the roadway. 3.0 FIELD INVESTIGATION 3.1 Site Exploration The investigation consisted of the placement of four subsurface exploratory borings by hand auger to a maximum depth of 12.5 feet below current ground elevations. The borings were placed at accessible locations on the site. Existing improvements limited the placement of borings. The explorations were visually classified and logged by a field engineer with locations of the subsurface explorations shown on the attached plan. The exploratory borings revealed the existing earth materials to consist of surficial fill and natural soil zones. Detailed descriptions of the subsurface conditions are listed on the boring logs in Appendix A. It should be noted that the transition from one soil type to another as shown on the borings togs is approximate and may In fact be a gradual transition. The soils encountered are described as follows: NorCal Engineering August 4, 2014 Page 3 Project Number 17585-14 Fill Solis: Fill soils classifying as silty SAND with root structures and gravel were encountered across the site to depths ranging from 12 to 24 inches. These soils were noted to be loose to medium dense and damp to moist. Natural: Native, undisturbed soils classifying as silty SAND were encountered beneath the upper fill soils. The native soils as encountered were observed to be medium dense and damp. 3.2 Groundwater Groundwater was not encountered in any of the subsurface borings. 4.0 LABORATORY TESTS Relatively undisturbed samples of the subsurface soils were obtained to perform laboratory testing and analysis for direct shear, consolidation tests, and to determine In-place moisture/densities. These relatively undisturbed ring samples were obtained by driving a thin-walled steel sampler lined with one inch long brass rings with an inside diameter - of 2.42 inches into the undisturbed soils. The sampler was driven a total of 6 inches into undisturbed soils. Bulk bag samples were obtained in the upper soils for expansion index tests and maximum density tests. Wall loadings on the order of 3,000 lbs./lin.ft. and maximum compression loads on the order of 30 kips were utilized for testing and design purposes. All test results are included in Appendix B, unless otherwise noted. 4.1 Field moisture content (ASTM:D 2216-05) and the dry density of the ring samples were determined in the laboratory. This data is listed on the logs of explorations. 4.2 Maximum density tests (ASTM: D-1557-07) were performed on typical samples of the upper soils. Results of these tests are shown on Table I. NorCal Engineering August 4, 2014 Project Number 17585-14 Page 4 4.3 Expansion index tests (ASTM: D-4829-07) were performed on remolded samples of the upper soils to determine the expansive charactedstics and to provide any necessary recommendations for reinforcement of the slabs - on -grade and the foundations. Results of these tests are provided on Table II and are discussed later in this report. 4.4 Direct shear tests (ASTM: D-3080-04) were performed on undisturbed and disturbed samples of the subsurface soils. These tests were performed to determine parameters for the calculation of the safe bearing capacity. The test is performed under saturated conditions at loads of 1,000 lbs./sq.ft., 2,000 lbs./sq.ft., and 3,000 lbs./sq.ft. with results shown on Plates A and B. 4.5 Consolidation tests (ASTM: D-2435-04) were performed on undisturbed samples to determine the differential and total settlement which may be anticipated based upon the proposed loads. Water was added to the samples at a surcharge of one KSF and the settlement curves are plotted on Plates C and D. 4.6 Soluble sulfate tests to determine potential corrosive effects of soils on concrete structures were performed in the laboratory. Test results are given in Table III and discussed later in this report. 6.0 SEISMICITY EVALUATION The proposed development lies outside of any Alquist Priolo Special Studies Zone and the potential for damage due to direct fault rupture is considered unlikely. The following seismic design parameters are provided and are based upon the 2013 Califomia Building Code (CBC) for the referenced project. NorCal Engineering August 4, 2014 Project Number 17585-14 Page 5 Seismic Design Parameters Site Location — Region 1 Latitude 33.82030 Longitude -118.37260 Seismic Use Group II Site Class D Risk Category Ull/lit Maximum Spectral Response Acceleration Ss 1.654g S, 0.637g Adjusted Maximum Acceleration Sas 1.6548 SMI 0.956g Design Spectral Response Acceleration Parameters Sos 1.103g Sol 0.6378 The Palos Verdes Fault zone is located within 2 kilometers of the site and is capable of producing a Magnitude 7.1 earthquake. Ground shaking originating from earthquakes along other active faults in the region is expected to induce lower horizontal accelerations due to smaller anticipated earthquakes and/or greater distances to other faults. 6.0 CONCLUSIONS AND RECOMMENDATIONS Based upon our evaluations, the proposed development Is acceptable from a geotechnical engineering standpoint. By following the recommendations and guidelines set forth in our report, the structures will be safe from excessive settlements under the anticipated design loadings and conditions. The proposed development shall meet all requirements of the City Building Ordinance and will not impose any adverse effect on existing adjacent structures. The following recommendations are based upon soil conditions encountered in our field investigation; these near -surface soil conditions could vary across the site. Variations In the soil conditions may not become evident until the commencement of grading operations for the proposed development and revised recommendations from the soils engineer may be necessary based upon the conditions encountered. NorCal Engineering August 4, 2014 Page s Project Number 17585-14 6.1 Site Grading Recommendations It is recommended that site inspections be performed by a representative of this firm during all grading and construction of the development to verify the findings and recommendations documented in this report. Any unusual conditions which may be encountered in the course of the project development may require the need for additional study and revised recommendations. Any vegetation shall be removed and hauled from proposed grading areas prior to the start of grading operations. Existing vegetation shall not be mixed or disced into the soils. Any removed soils may be reutilized as compacted fill once any deleterious material or oversized materials (in excess of eight inches) is removed. Grading operations shall be performed in accordance with the attached Specfications for Placement of Compacted Fill. 6.1.1 Removal and Recompaction Recommendations The upper 12 to 24 inches of existing fill soils and any low density soils remaining after subterranean excavations have been made shall be removed to competent native material, the exposed surface scarified to a depth of 8 inches, brought to within 2% of optimum moisture content and compacted to a minimum of 90% of the laboratory standard (ASTM: D- 1557-07) 1557-07) prior to placement of any additional compacted fill soils, foundations, slabs -on -grade and pavement. Grading shall extend a minimum of 5 horizontal feet outside the edges of foundations or equidistant to the depth of fill placed, whichever is greater. NorCal Engineering August 4, 2414 Page 7 Project Number 17585-14 Care should be taken to provide or maintain adequate lateral support for all adjacent improvements and structures at all times during the grading operations and construction phase. Adequate drainage away from the structures, pavement and slopes should be provided at all times. It is possible that isolated areas of undiscovered fill not described in this report are present on site; if found, these areas should be treated as discussed earlier. A diligent search shall also be conducted during grading operations in an effort to uncover any underground structures, irrigation or utility lines. If encountered, these structures and lines shall be either removed or properly abandoned prior to the proposed construction. If placement of slabs -on -grade and pavement is not completed immediately upon completion of grading operations, additional testing and grading of the areas may be necessary prior to continuation of construction operations. Likewise, if adverse weather conditions occur which may damage the subgrade soils, additional assessment by the soils engineer as to the suitability of the supporting soils may be needed. 6.2 Temporary (Excavations and Shoring Design Unsurcharged excavations in the existing site materials may be made at vertical inclinations up to 4 feet in height. Excavations over 4 feet shall be trimmed at a 1.5 to 1 (horizontal to vertical) gradient. In areas where soils with little or no binder are encountered, where adverse geological conditions are exposed, or where excavations are adjacent to existing structures, shoring or flatter excavations may be required. NorCal Engineering August 4, 2014 Page e Project Number 17585-14 The temporary cut slope gradients given above do not preclude local raveling and sloughing. All excavations shall be made in accordance with the requirements of the soils engineer, CAL -OSHA and other public agencies having jurisdiction. Temporary shoring design may utilize an active earth pressure of 25 pd without any surcharge due to adjacent traffic, equipment or structures. The passive fluid pressures of 250 pd may be doubled to 500 pcf for temporary design. Shoring members should not be vibrated or driven due to the potential for damage to nearby Improvements. 6.3 Foundation Design All foundations may be designed utilizing an allowable soil bearing capacity of 1,800 psf for footings embedded a minimum of 18 inches into approved compacted fill materials or competent native soils. Property line wall foundations may require additional embedment due to grading restrictions. Reinforcement due to soil expansion or proposed loadings may be necessary and shall be determined by the project engineers and/or architect. A one-third increase may be used when considering short-term loading and seismic forces. Foundations along property lines may require additional depth due to grading restrictions. A representative of this firm shall inspect all foundation excavations prior to pouring concrete. NorCal Engineering August 4, 2014 Page 9 6.4 Settlement Analysis Project Number 17585-14 Resultant pressure curves for the consolidation tests are shown on Plates C and D. Computations utilizing these curves and the recommended allowable soil bearing capacities reveal that the foundations will experience settlements on the order of % inch and differential settlements of less than % inch. 6.5 Lateral Resistance The following values may be utilized in resisting lateral loads imposed on the structure. Requirements of the California Building Code should be adhered to when the coefficient of friction and passive pressures are combined. Coefficient of Friction - 0.40 Equivalent Passive Fluid Pressure =250 lbs./cu.ft. Maximum Passive Pressure = 2,500 lbs./cu.ft. The passive pressure recommendations are valid only for approved compacted fill soils or competent native materials. 6.6 Retaining Wall Design Parameters Active earth pressures against retaining walls will be equal to the pressures developed by the following fluid densities. These values are for granular backfill material placed behind the walls at various ground slopes above the walls. NorCal Engineering August 4, 2014 Page 10 Surface Slope of Retained Materials (Horizontal to Vertical) Level 5 to 1 4 to 1 3 to 1 2to1 Project Number 17585-14 Equivalent Fluid Densi(y (Ib./cu.ft.) 30 35 38 40 45 Any applicable short-term construction surcharges and seismic forces should be added to the above lateral pressure values. All walls shall be waterproofed as needed and protected from hydrostatic pressure by a reliable permanent subdrain system. During a local Magnitude 7.1 along the Palos Verdes fault zone, additional lateral pressures will occur along the back of retaining walls. The seismic - induced lateral soil pressure may be computed using a triangular pressure distribution with the maximum value at the top of the wall. The maximum lateral pressure of (20 pcf H where H is the height of the retained soils above the wall footing should be used in final design of retaining walls. Sliding resistance values and passive fluid pressure values may be increased by 113 during short-term wind and seismic loading conditions. 8.7 Slab Design Concrete floor slabs -on -grade shall be a minimum of 4 inches in thickness and may be placed upon fill soils compacted to a minimum of 90% relative compaction. Additional reinforcement requirements and an increase in thickness of the slabs -on -grade may be necessary based upon soils expansion potential and proposed loading conditions in the structures and should be evaluated further by the project engineers and/or architect. NorCal Engineering August 4, 2014 Page 11 Project Number 17585-14 A vapor retarder should be utilized in areas which would be sensitive to the infiltration of moisture. This retarder shall meet requirements of ASTM E 86, Water Vapor Transmission of Materials and ASTM E 1745, Standard Specfcation for Water Vapor Retarders used in Contact with Soil or Granular Fill Under Concrete Slabs. The vapor retarder shall be Installed in accordance with procedures stated in ASTM E 1643, Standard practice for Installation of Water Vapor Retarders used in Contact with Earth or Granular Fill Under Concrete Slabs. The moisture retarder may be placed directly upon compacted subgrade soils conditioned to near optimum moisture levels, although 1 to 2 Inches of sand beneath the membrane is desirable. The subgrade upon which the retarder is placed shall be smooth and free of rocks, gravel or other protrusions which may damage the retarder. Use of sand above the retarder is under the purview of the structural engineer; if sand is used over the retarder, it should be placed in a dry condition. 6.8 Expansive Soil On-site soils are non -expansive (EI < 20). When soils have an expansion index (EI) of 20 or more, special attention should be given to the project design and maintenance. The attached Expansive Soil Guidelines should be reviewed by the engineers, architects, owner, maintenance personnel and other interested parties and considered during the design of the project and future property maintenance. NorCai Engineering August 4, 2014 Page 12 Project Number 17585-14 6.9 Utility Trench and Excavation Backfill Trenches from Installation of utility lines and other excavations may be backfilled with on-site soils or approved imported soils compacted to a minimum of 90% relative compaction. All utility lines shall be properly bedded with clean sand having a sand equivalency rating of 30 or more. This bedding material shall be thoroughly water jetted around the pipe structure prior to placement of compacted backfill soils. 6.10 Corrosion Design Criteria Representative samples of the surfciai soils revealed negligible sulfate concentrations and no special concrete design recommendations are deemed necessary at this time. Sulfate test results may be found on the attached Table III. 7.0 CLOSURE The recommendations and conclusions contained in this report are based upon the soil conditions uncovered in our test excavations. No warranty of the soil condition between our excavations is implied. NorCal Engineering should be notified for possible further recommendations if unexpected to unfavorable conditions are encountered during construction phase. It is the responsibility of the owner to ensure that all information within this report is submitted to the Architect and appropriate Engineers for the project. This firm should have the opportunity to review the final plans (72 hours required) to verify that all our recommendations are incorporated. This report and all conclusions are subject to the review of the controlling authorities for the project. NorCal Engineering August 4, 2014 Page 13 Project Number 17585-14 A preconstruction conference should be held between the developer, general contractor, grading contractor, city inspector, architect, and soil engineer to clarify any questions relating to the grading operations and subsequent construction. Our representative should be present during the grading operations and construction phase to certify that such recommendations are compiled within the field. This geotechnical Investigation has been conducted in a manner consistent with the level of care and skill exercised by members of our profession currently practicing under similar conditions in the Southern California area. No other warranty, expressed or implied is made. We appreciate this opportunity to be of service to you. If you have any further questions, please do not hesitate to contact the undersigned. Respectfully submitted, NORCAL ENGINEERII' Keith D. TuckerI Project Engineer l, 841 NorCa! Engineering Mark A. Burkholder Project Manager August 4, 2014 Page 14 Project Number 17585-14 SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILL Excavation Any existing low density soils and/or saturated soils shall be removed to competent natural soil under the inspection of the Soils Engineering Firm. After the exposed surface has been cleansed of debris and/or vegetation, it shall be scarified until it is uniform in consistency, brought to the proper moisture content and compacted to a minimum of 90% relative compaction (in accordance with ASTM: D-1557-07). In any area where a transition between fill and native soil or between bedrock and soil are encountered, additional excavation beneath foundations and slabs will be necessary in order to provide uniform support and avoid differential settlement of the structure. Material For Fill The on-site soils or approved import soils may be utilized for the compacted fill provided they are free of any deleterious materials and shall not contain any rocks, brick, asphaltic concrete, concrete or other hard materials greater than eight Inches in maximum dimensions. Any import soil must be approved by the Soils Engineering firm a minimum of 72 hours prior to importation of site. Placement of Compacted Fill Soils The approved fill soils shall be placed in layers not excess of six inches in thickness. Each lift shall be uniform in thickness and thoroughly blended. The fill soils shall be brought to within 2% of the optimum moisture content, unless otherwise specified by the Soils Engineering firm. Each lift shall be compacted to a minimum of 90% relative compaction (in accordance with ASTM: D-1557-07) and approved prior to the placement of the next layer of soil. Compaction tests shall be obtained at the discretion of the Soils Engineering firm but to a minimum of one test for every 500 cubic yards placed and/or for every 2 feet of compacted fill placed. The minimum relative compaction shall be obtained in accordance with accepted methods in the construction industry. The final grade of the structural areas shall be in a dense and smooth condition prior to placement of slabs -on -grade or pavement areas. No fill soils shall be placed, spread or compacted during unfavorable weather conditions. When the grading is interrupted by heavy rains, compaction operations shall not be resumed until approved by the Soils Engineering firm. NorCal Engineering August 4, 2014 Project Number 17585-14 Page 1s Grading Observations The controlling governmental agencies should be notified prior to commencement of any grading operations. This firm recommends that the grading operations be conducted under the observation of a Soils Engineering firm as deemed necessary. A 24 hour notice must be provided to this firm prior to the time of our initial inspection. Observation shall include the clearing and grubbing operations to assure that all unsuitable materials have been properly removed; approve the exposed subgrade in areas to receive fill and in areas where excavation has resulted in the desired finished grade and designate areas of overexcavation; and perform field compaction tests to determine relative compaction achieved during fill placement. In addition, all foundation excavations shall be observed by the Soils Engineering firm to confirm that appropriate bearing materials are present at the design grades and recommend any modifications to construct footings. NorCal Engineering August 4, 2014 Project Number 17585-14 Page is EXPANSIVE SOIL GUIDELINES The following expansive soil guidelines are provided for your project. The intent of these guidelines is to inform you, the client, of the importance of proper design and maintenance of projects supported on expansive soils. You, as the owner or other Interested party, should be warned that you have a duty to provide the Information contained In the soil report Including these guidelines to your design engineers, architects, landscapers and other design parties in order to enable them to provide a design that takes into consideration expansive soils. In addition, you should provide the soil report with these guidelines to any property manager, lessee, property purchaser or other interested party that will have or assume the responsibility of maintaining the development in the future. Expansive soils are fine-grained silts and clays which are subject to swelling and contracting. The amount of this swelling and contracting is subject to the amount of fine-grained clay materials present in the soils and the amount of moisture either introduced or extracted from the soils. Expansive soils are divided into five categories ranging from "very low" to "very high". -Expansion indices are assigned to each classification and are included In the laboratory testing section of this report. If the expansion index of the soils on your site, as stated in this report, Is 21 or higher, you have expansive soils. The classifications of expansive soils are as follows: Classification of Expansive Soil* Expansion Index Potential Expansion 0-20 Very Low 21-50 Low 51-90 Medium 91-130 High Above 130 Very High *From Table 18A 1-B of California Building Code (1988) When expansive soils are compacted during site grading operations, care is taken to place the materials at or slightly above optimum moisture levels and perform proper compaction operations. Any subsequent excessive wetting and/or drying of expansive soils will cause the soil materials to expand and/or contract. These actions are likely to cause distress of foundations, structures, slabs -on -grade, sidewalks and pavement over the life of the structure. it Is therefore Imperative that even alter construction of Improvements, the moisture contents are maintained at relatively constant levels, allowing neither excessive wetting or drying of soils. NorCal Engineering August 4, 2014 Project Number 17585-14 Page 17 Evidence of excessive wetting of expansive soils may be seen in concrete slabs, both interior and exterior. Slabs may lift at construction joints producing a trip hazard or may crack from the pressure of soil expansion. Wet clays in foundation areas may result in lifting of the structure causing difficulty in the opening and closing of doors and windows, as well as cracking in exterior and interior wall surfaces. In extreme wetting of soils to depth, settlement of the structure may eventually result. Excessive wetting of soils in landscape areas adjacent to concrete or asphaltic pavement areas may also result in expansion of soils beneath pavement and resultant distress to the pavement surface. Excessive drying of expansive soils is initially evidenced by cracking in the surface of the soils due to contraction. Settlement of structures and on -grade slabs may also eventually result along with problems in the operation of doors and windows. Projects located in areas of expansive clay soils will be subject to more movement and "hairline" cracking of walls and slabs than similar projects situated on non -expansive sandy soils. There are, however, measures that developers and property owners may take to reduce the amount of movement over the life the development. The following guidelines are provided to assist you in both design and maintenance of projects on expansive soils: . Drainage away from structures and pavement is essential to prevent excessive wetting of expansive soils. Grades of at least 3% should be designed and maintained to allow flow of irrigation and rain water to approved drainage devices or to the street. Any °ponding° of water adjacent to buildings, slabs and pavement after rains is evidence of poor drainage; the installation of drainage devices or regrading of the area may be required to assure proper drainage. Installation of rain gutters is also recommended to control the introduction of moisture next to buildings. Gutters should discharge into a drainage device or onto pavement which drains to roadways. Irrigation should be strictly controlled around building foundations, slabs and pavement and may need to be adjusted depending upon season. This control is essential to maintain a relatively uniform moisture content in the expansive soils and to prevent swelling and contracting. Over -watering adjacent to improvements may result in damage to those improvements. NorCal Engineering makes no specific recommendations regarding landscape irrigation schedules. NorCal Engineering August 4, 2014 Page 1s Project Number 17585-14 • Planting schemes for landscaping around structures and pavement should be analyzed carefully. Plants (including sod) requiring high amounts of water may result in excessive wetting of soils. Trees and large shrubs may actually extract moisture from the expansive soils, thus causing contraction of the fine-grained soils. Thickened edges on exterior slabs will assist in keeping excessive moisture from entering directly beneath the concrete. A six -Inch thick or greater deepened edge on slabs may be considered. Underlying interior and exterior slabs with 6 to 12 inches or more of non -expansive soils and providing presaturation of the underlying clayey soils as recommended in the soil report will improve the overall performance of on -grade slabs. • Increase the amount of steel reinforcing in concrete slabs, foundations and other structures to resist the forces of expansive soils. The precise amount of reinforcing should be determined by the appropriate design engineers and/or architects. • Recommendations of the soil report should always be followed in the development of the project. Any recommendations regarding presaturation of the upper subgrade soils in slab areas should be performed in the field and verified by the Soil Engineer. NorCal Engineering 2 SNARYNNE LN. NorCal Engineering SOiIS AND GEOTECHNICAL CONSULTANTS LOCATIONS OF FIELD DWLORATIONs PROJECT 17585-14 i mtT AUG. 201 N August 4, 2014 Project Number 17585-14 APPENDICES (In order of appearance) Appendix A - Logs of Test Explorations *Logs of Test Borings B -i and B-4 Appendix B - Laboratory Analysis *Table I - Maximum Dry Density Tests "Table 11- Expansion Index Tests *Table III - Sulfate Tests *Plates A - B- Direct Shear Tests *Plates C - D - Consolidation Tests NorCal Engineering August 4, 2014 Project Number 17585-14 APPENDIX A NorCal Engineering MAJOR DIVISION GRAPHIC LETTER TYPICAL DESCRIPTIONS AYMMI AYMA/U 0 C2 000 �'" WELL -GRADED GRAVELS. GRAVEL. GRAVEL CLEAN GRAVELS SAND MIXTURES. LITTLE OR NO FINES AND (LITRE OR NO GRAVELLY FINES) SOILS GP POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES. LITTLE COARSE OR NO FINES GRAINED GRAVELS GM SILTY GRAVELS, GRAVEL-SANO- SOILS MORE THAN 60% OF VVITH FINES SILT MIXTURES COARSE FRACTION RETAINED ON (APPRECIABLE AMOUNT OF GC CLAYEY GRAVELS, GRAVEL -SAND - NO, 4 SIEVE FINE81 CLAY MIXTURES �•I'~.+'��' SW WELL -GRADED SANDS, GRAVELLY SAND CLEAN SAND 'f sea SANDS. LITTLE OR NO FINES AND (UTTLE OR NO MORE THAN SANDY SOILS FINES) POORLY -GRADED SANDS, ORAVEL- SOli OF =. SP LY SANDS, LITTLE OR NO FINES MATERIAL :�� IS L98l�B THAN ND. MORE THAN SM SILTY SANDS. SAND -SILT 200 SIEVE 50% OF SANDS WITH MIXTURES SIZE COARSE FINE • FRACTION (APPRECIABLE . . PASSING ON AMOUNT OFSC • CLAYEY SANDS, SAND -CLAY NO.4 SIEVE FINES) •' MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS MOTH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO FINE SILTS LIQUID LIMIT CL MEDIUM PLASTICITY, GRAVELLY GRAINED AND 1 FARTHAN fn CLAYS, SANDY CLAYS. SILTY SOILS CLAYS CLAY& LEAN CLAYS ORGANIC SILTS AND ORGANIC - - OL SILTY CLAYS OF LOW PLASTICITY MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR MORE THAN SILTY SOILS 50% OF MATERIALSILTS LIQUID LIMITI CH INORGANIC CLAYS OF HIGH IS 6td9LLE$ AND 213FRA ER THAN PLASTICITY, FAT CLAYS THAN N0, 200 SIEVE CLAYS so ORGANIC CLAYS OF MEDIUM TO SIZE OH HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIOHI Y ORGANIC SOLS PT HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS UNIFIED SOIL CLASSIFICATION SYSTEM NorCel Englneering KEY: 801L8 Trace 1 •5% Few Indicates 2.5 -Inch Inside Diameter. Ring Sample. ® Indicates 2 -inch OD Split Spoon Sample (SPT). 61 Indicates Shelby Tube Sample. 3fa to to No 4 { 4,Smm ) Send m Indicates No Recovery. 11 Indicates SPT with 140# Hammer 30 in. Drop. ) 0 to 4 Indicates Bulk Sample. 0 to 2 0260 Loose Indicates Small Bag Sample. Sots 2 l0 4 (� Indicates Non -Standard 10 to 30 Medium Stilf jZl indicates Core Run. COMPONENT PROPORTIONS 30 m 50 so DESCRIPTIVE TERMS RANGE OF PROPORTION 1000 -2000 Very Dense over 50 Very StlB iS to 30 00 20.4000 COMPONENT DEFINITIONS Little to - 2D%MOISTURE CAMPt7NENT SIZE RANGE Boulders larger than 12 In CONTENT Cobbles 3 Into 12 In Grana! 3 In b No 4 {4.Smm I DRY Absence of moisture. dusty, Coaroo Breve! 3 In to 314 In dry to the touch. Fi F11"Vel DAMP some perceptible moisture; below opllmum Costae sand No. A (4.b mm) to No. 10 (2.0 mm ) MOIST No visible water, near optimum Medium sand No. 10 (2.0 mm) fo No. 40 (0.42 mm moisture content F!M sand No. 40 (0.42 mm } to No. 200 (0.074 mm WET Visible free water, usually Spt and C1sv Smeller than No. 200 10.074 mm ) soli is botow water tobts. RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N -VALUE COHESIONLE88 801L8 Trace 1 •5% Few 5.10% Consislenry N (Woweffl ) Same 20.3676 3fa to to No 4 { 4,Smm ) Send No. 4 (4.5nun } to No. 200 { 0.07Amm ) ) 8lrengih (panoos ) 0 to 4 Very Soil COHESIONLE88 801L8 Trace 1 •5% Few 5.10% Consislenry N (Woweffl ) Same 20.3676 And 36.60'b COHESIONLE88 801L8 COHESIVE SOILS Density N (t►bvvelA } Consislenry N (Woweffl ) Approsirnate Undrained wear 8lrengih (panoos Very Le 0 to 4 Very Soil 0 to 2 0260 Loose 4 to 10 Sots 2 l0 4 250-500 Medium Dame 10 to 30 Medium Stilf 4 toll 1100 -1000 Dense 30 m 50 so to /5 1000 -2000 Very Dense over 50 Very StlB iS to 30 00 20.4000 Hmd over 30 2-4000 NacGal Engineering 17586-14 Log of Boring B-2 Boring Location: Date of Grilling: 7129114 Groundwater Depth: None Encountered Drilling Method: Hand Auger Hammer Welght: Drop: Surface Elevation: Not Measured Depth Lith- I Material Description (" olow —0 5 15 20 25 30 35 Silty SAND with occasional gravel Brown, medium dense, moist NATURAL SOILS Silty SAND Brown, medium dense, damp to moist NorCal Engineering zu ■ ■ I 15.8 h05. z 1768&14 Log of Boring B-3 Boring Location Tcrrsnce Date of Drilling: 7IM14 _ _ - — Groundwater Depfh: None Encountered Drilling Method: Nand Auger Hammer Weight: I• _Drop: Surface Elevation: Not Measured Oepth Lith• I Material Description�— (fest) ology 41 16 20 28 — 30 FILL SOILS Silty SAND vAth roots Broxm, loose, moist NATURAL SOILS Silty SAND Brown, medium dense, damp Boring completed at depth of SR NorCal Engineering ■ 1 14.9 3 17585.14 Baring Location: Torrance Date of Drilling: TIM14 Groundwater Depth: Drilling Method: Hand Auger Hammer Weight:-- Sunifte Elevation: Not Measured Depth Lith- I Material Description jfestj ology 1-10 -10 16 Z0 26 30 36 NorCal Engineering -0 FILL SOILS Silty SAND Brown, loose, dames s NATURAL SOILS I Silly SAND - ti Brown, medium dense, damp Boring completed at depth of W 1-10 -10 16 Z0 26 30 36 NorCal Engineering August 4, 2014 Project Number 17585-14 APPENDIX B NorCal Engineering August 4, 2014 Sample B-1 @ 2-4' Project Number 17585-14 TABLE I MAXIMUM DENSITY TESTS (ASTM: D-1557-07) Optimum Classification Moisture silty SAND 9.5 TABLE II EXPANSION INDEX TESTS (ASTM: D-4829-071 Maximum Dry Density (lbs./cu.ft.) 119.5 Sample Classification Exoansion Index B-1 @ 2-4' silty SAND 00 TABLE III SOLUBLE SULFATE TESTS CT 417 Sulfate Sample Concentration f%1 B-1 Q 1-2' .0038 NorCal Engineering Vdia Cano From: David Schack <David.Schack@altaenviron.com> Sent: Wednesday, November 04, 2015 4:41 PM To: Lydia Cana Subject: Re: Call Attachments: image001.jpg I just left a message with Laura about my availability DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building 0.562.495.5777 c. 310.951.9482 david.schack(aaltaenviron.com I www.altaenviron.com Alta Environmental is the premier EH&S consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Nov 4, 2015, at 4:33 PM, Lydia Cano <canoIj2Pvgusd.net> wrote: Hi Dave I'm sora►, I've been out at the sites the last two days and just looked at my emails right now. Can we talk tonight or tomorrow? Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378.9966 x418 From: David Schack(rnaAci:David.SchackSaltaerejron.com) Sent: Wednesday, November 04, 2015 7:42 AM To: Lydia Cano Subject: Call Lydia. Will you have time today to discuss Ladera Li.ida? I have a meeting between 9 -1030 -Other than that I am pretty open. Things are starting to make a little more sense after seeing the soil at the yard. The concern I have is what we identified to be present in the soil in the upper field (building debris). I believe that additional investigation is necessary to properly assess site conditions. Samplo No B1 ®8' Sample Type: Undistrubed 2000 Soil Description Silty Sand 20oo 1 2 3 Normal Stress (p3I) 1000 2000 3000 4 a000 teak stress (psi) 636 1284 1836 8 ke( Displacement (in ) 0175 0 223 0 230 1o0 Residual Stress (pat) 636 1272 1836 �_ ..,- 2 ksf Displacement (in ) 0 250 0 230 0 2SO 100° Initial Dry Danny (pct) 1060 106.0 1060 1 ka! Initial Water Content (X} 62 62 62 so Sualn Rate (in /min.) 0 020 0.020 0 020 0 00 20 40 00 so loo 120 Anal atnb (%) 4000 • Peak Stress 3500 Residual Stress 3000 02500 oa 2000 U) ar H 1500 0 (Dsg) C (PSi f Peak Sbus 31 so 1000 Residual Stress 31 so 500 0 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Stress (Psj NorCal Engineering DIRECT SHEAR TEST SOILS AND OiLOTfiClINICAL CONSULTANTS ASTM WOBO Plate A PROJECT NUMBER: 17583-14 DATE: 8/4/7014 Sample No 82@3' Sample Typo. Undisturbed -Saturated 3aoo Soil Description! silly Send 3800 1 2 3 3 ks Normal &roes (pat) 1085 2120 3156 g 3� Peak Stam (W 839 1611 2228 9 Dlsplaeemam (in ) 0 230 0.225 0 230 1i00 2 ks Residual Strew (psi) 839 1392 2228 / Displacement (in.) 0 250 02" 0 250 t00° tnitial Dry DOmily (peQ 1063 106.3 1063 1 ks initial Water Content (%) 139 13.9 139 � Strain We (In /min) 0 020 0 020 0 020 0 00 30 40 so so too 120 A" Oftbt'K) 4000 • Peak Stress 3500 Residual Stress 3000 2500 oA el' 2000 y 1500 0 (flag) C (pso 1000 Peek Stress 34 140 b Resldtrel Streas 34 130 500 0 0 500 1000 1500 2000 2500 3000 3500 4000 Normal Stress (paQ NorCal Engineering DIRECT SHEAR TEST SOILS AND GEOTECHNICAL CONSULTANTS ASTM D3080 Plate B PROJECT NUMBER: 17385-14 DATE: 8/4/2014 venial PFCUM Supp MotuCorudid tio, Sample No. 81 Depth 4' Date 8/4/2014 (wPv ) (baetas) ( tl 102 1.01 100 0.125 1.0000 0.0 0.25 0.9985 0.2 099 0.5 0.9970 0.3 1 0.9940 0.6 098 1 09860 1.4 2 0.9805 2.0•• 097 ---------------- 4 09745 2.6 8 0.9660 3.4 0.98 0.25 0.9725 2.8 to 0.95 094 a In Situ Moisture Cafdent a o Saturated 093 Date Tested: 8/1/2014 Samples Bl P 0.92 Dq$br 4' .9 = 091 d a E o 90 cl 0.99 0.98 067. 088 0'03 Silty Sand Dry Density: 103.9 per 0.64 Initial Water Contend. -9.1 % Saturated Water Content: 16.6 % 0.93 Saturated ® I kip/sq.ft. 0.82 0.81 / 10 0.1 Verlical Pressure (klps/sq.R.) NorCal Engineering CONSOLIDATION TEST SOILS AND GEOTECHNICAL CONSULTANTS ASTM D2435 Plate C PROJECT NUMBER: 17585-14 DATE: 8/412014 Vetttpl t4awre I S -yl ketgel I Cowtidarj. Sample No. B I 1125 1.0000 0.0 0.25 0.9995 0.0 0.5 0.9990 0.1 1 0.9%5 0.4 1 0.9945 0.6 2 09900 1.0 4 09850 1.5 8 09790 2.1 0.25 09840 1.6 Date Toted: 8/4/2014 Sample: Bl Depth: 12' 102 1.01 100 0" 098. 007. 098 005. 094 0.97 0.92 �ow 090 0.00 060. 057- 0.80 0.65 Depth I2' I Date 9/4/2014 silty Sand 084 Dry Dmity: 100.8 pcf Initial Water Cama: 7.9 % 189 Saturated Water Content: 21.0 % Saturated 81 kip/sq.11. 0.02 at t Vettitsl Pressure (kgmfsq.tL) ■ i oisture Content o NorCal Engineering CONSOLIDATION TEST SOILS AND GEOTECHNICAL CONSULTANTS ASPM D2435 Plate D PROJECT NUMBER: 17585-14 DATE: 8/4/2014 to Lydia Cana From: David Schack <David.Schack@altaenviron.com> Sent: Monday, November 02, 2015 9:47 AM To: Lydia Cano Subject~ Sampling Today I am going to try to make it there around 2:00. I'd also like to go back to Ladera Linda to take a look if possible. Can you provide me with the address to the the shops? Dave I)AVII-St IIACb. I:I ', CAC ClIII WA 'ICI: p3I*,)Il)r\ 1 of 11U:d)it;c, scict CI s C'ALTA ENVIRONMENTAL Expertise to Reduce Your EnvIronmentai and Safety Risks 3777 Lcrg Beach Blvd, Annox Sui.ding, Long Bes:h, CA 6_Ev7 0 662.495.5777 d 552 489 9762 c. 310 9519:31111-562.4-` 5877 david-sCha:k e^aRagnviran.ct)m I wuvw.aftaenviron erm Altt Envircnmental is the pr micr campliarice services consultancy serving the needs of municipal mdustnal, and eonsuu:tior, clients thrauglwut the Wcstrm Unued Stats For more inrartr:ation about -ur air and eater unvirarmenol etmrphaneu subsurrace remediation. buddin; science; and occupational saretg =F :bilitis, pit--: sfitk 4tenr for our.s:bsuc (310) 378-9966 ext. 418 From: David Schack <David.Schack@altaenviron.com> Sent: Thursday, October 29, 201510:12 AM To: Lydia Cano Cr. Reid Shigeno Subject: RE: Proposal Great. i am copying Reid Shigeno on this as he will be the one doing the sampling. I will be In and out of meetings today. Dave. c1Ci, tPlii �I7-I T i.q.:1:'ii.i)i'Ii 1 Srti:,:Ci:i k rrur: F itranmc not %prvirlud. Expertise to Reduce Your Environmental and Safety Risks 3777 Long Beach Blvd. Amex Building L. -ng Beach CS 90807 o 562.195 5777 d E62 489 9752 c 310 48l 8-82 f E62 4t.5 58877 d,Wd.scha-:k9phaenyiror m I voaw Minemirnn ccn Alta Enaironmenial is the premier Compliance sere ices cowtiltancy stn tng the acedy of mun z ; a1, industrial, red cons,r ;or. clit"ns throu,lmca the Western United Sates For mere inrormatien about cur air Mrd u.tcr er.vircrmentaf corn-plia^c: suhsurfac: rcm_diatien, Euildi^Lt sc!we c, and o:cupatienzi safety apabil'ttics, pleasecltcl here rcr o;u tti_bscc 5 R rrar! FiIvnamc 71 i-t71trelricd Expertise to Reduce Your Environmental and Safety Risks 3777 Lorg Beach Blvd Annex Building Long Beach, CA 93807 o 502 495 5777 d 562 09 5752 c 310 951 94321 502 495 56; david.icha:kRalla rivi on.rom I mew allaenviron.com Alta Envuunm:ntal is the premier compliance services eonsuf►aacy serving the needs of municipal, industrial, and constm.iian clients thmughnn! the Western United States For more infotmatien about aur air and seater environmental compliance, subsurface remediation, buildirg scterc:s and oceupaitonal safety capabilities, please altck lit for our iwbsitc From: Lydia Cano Imailtmcanol@ovousd.netl Sent: Thursday, October 29, 201512:40 AM To: David Schack <David.Schack ealtaenviron.com> Subject: Re: Proposal I will be out of the office but will check email periodically. Thank you Lydia Sent from my iPhone On Oct 28, 2015, at 7:46 PM, David Schack <David.Schacki@altaenviron.com> wrote: Lydia, my apologies for not getting back to you sooner. We will most likely conduct a sampling this Friday. I will work with our team tomorrow to organize the effort. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562,495.5777 c. 310.951.9482 david.schackC)aitaenviron.com I www.altaenviron.com Alta Environmental is the premier EMS consultancy serving the needs of industrial, construction and transaction clients throughout the Western United States. For more information about our environmental compliance, subsurface remedlation, building sciences and occupational safety capabilities, please click here for our website. On Oct 28, 2015, at 4:59 PM, Lydia Cano <canol@pvousd.net> wrote: Thank you Dave I will have Lora process a requisition. When will you be able to start? Lyd.UvCar1.o- Deputy Superintendent Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 8310) 378-9966 x418 From: David Schack[mailto:David.Schack(c?altaenviron.com] Sent: Wednesday, October 28, 2015 4:06 PM To: Lydia Cano Subject: Proposal Lydia. Attached is our proposal to conduct the soil sampling at Ladera Linda. A couple things to note 1) We are assuming that only 4 samples will be required and this is based on the information provided by the District -if conditions vary, we will seek written approval prior to conducting any work outside our scope. 2j 1 have included analysis for pesticides and herbicides, while not included in the recommended analytes for soil imported from a residential location -it is possible that at some point the land prior to development may have been used for agricultural purposes. Additionally the homeowner may have used these chemicals as well and this is why we typically include theses analytes for this type of sampling and It is required by some of our other school clients. We've Included time for a more in depth report than a cover letter/letter of report. Let me know If you have any questions. Thanks, Dave p"M Ja Expertise to Reduce Your Environmental and Safety Risks 377; Lcrg Beadz EA Annex 5udding Lcrg Hear CA 90907 .. 552 494.5777 0 "2 -!19 97U - 311941 34?2 - X52 495 5877 d.avit_h- al fnv;rrn.:;m a^tin �Ij�enviror..ccm Lydia Cano From: David Schack <David. Schack@altaenviron.com > Sent: Thursday, October 29, 2015 5:42 PM To: Lydia Cano Subject: Re: Proposal Lydia. I visited the site today along with Rcid. I'd like to discuss my observations with you. DAVID R. SCHACK, CAC, CDPH VICE PRESIDENT -BUILDING SCIENCES 3777 Long Beach Boulevard -Annex Building o. 562.495.5777 c. 310.951.9482 david.schack 2,altaenyiron.com i ww1-'.altaenviron.com Alta Environmental is the premier EHRS consultancy serving the needs of industrial, construction and transaction clients throughout the Westem United States. For more information about our environmental compliance, subsurface remediation, building sciences and occupational safety capabilities, please click here for our website. On Oct 29, 2015, at 12:05 PIA, Lydia Cano <canol cl�i.pvousd.net> wrote: Dave I will trust your judgement, no need to expedite. Just trying to get a tentative timeline so that we can keep the Board informed. Lydia Cano Deputy Superintendent, Business Services Palos Verdes Peninsula Unified School District 375 Via Almar Palos Verdes Estates, CA 90274 (310) 378-9966 ext. 418 From: David Schack <David.SchackRaltaenviron.corn> Sent: Thursday, October 29, 201511:37 AM To: Lydia Cana Subject: RE: Re:Proposal Alta Environmental Contract Short Form 3777 Long Beach Boulevard, Annex Bulding Long Beach, California 90807 (562) 495-5777 Office (562) 495.5877 Fax To: Palos Verdes Pan?nsula Unified School 01 Date: October 28.2015 375 Via Almar Project No.: PVPU-15-5638 Palos Verdes ti S 31f.-s, CA 56274 Proposal No.: PVPU•15.5538 Project: Ladera Linda Imper, Soil Sarn uN Attn: Lydia Caro, Deputy Super�lsnda: sE Tel: (310) 378-9568 Email: ca-clM musd ries # a( Pa es 1 Alta Environmental has been asked to complele testing of soil which was imported from a residential site and placed at the Subject Site We understand [hat appreximalefy 860 cubic yards of soil were imported to the Subject Site. Based on the Inforrna0an we have been prodded by the Oistrfct. we eslimale that a tctai of 4 discrete soil samples wfil need to be collected and analyzed for the fo'aow!.ng constituents VOCs (EPA 8021/82608), Seml VOCs (EPA 8270), TPH (8015M), PCBs (EPA 8080x'8062). tiletals (601M7471A) and asbestos (OSHA ID-1911 We have also mcfudedpricing forpesti ides and herbid&s ff it is determhred necessary to sample for these conzid"nts We w61 provide the labor and materials necessary to coL%1 and analyze the samples and will provide the District with a written report which will Include a summary of out meld aC1vi0es, methodologies and a discussion c(lhe results. Additional Interpretation, assistance In meetings. and other services not 3pecl0catly slated In this Short Form Agreement YhlI be bf!lad at a Pme and materials rate. Pmfosslonal Services Princi;al•Prsject 0-,em:ght and Report RLMew 9 S 17500 nsu• S 1.050.00 Project Professional (Reocri rreoaration) t5 tFj S 13000 ficur 5 2.090.00 Project Professions( (Filed Samp'Ing and pre;araticn) e ® S 130.00 rtaur S 1,040 00 Admintistra9ve Assistarl 4 151 S 03.00 ,hour S 25200 SUBTOTAL S 4,422.00 Outside Services vOC, SVOC, PCB, Morals 4 8 S :29.00 leash s 2,113 CO Asbestos (OSHA 1D-191) 4 ® s 10868 leach s 43472 Organochlorine posticldes 4 ® s 1a.25 leach 5 43700 Organophosphorous pusficides 4 ® $ 143.75 /each S 57500 Chlor/natad harbfeidos 4 Cd1 S 155.00 103ch s 640 00 SUBTOTAL $ 4.182.72 Other Direct Costs weage Genal :o penal) ea g S C• 75 ir. Ze s 63 co SUBTOTAL S 60.00 GRMb TOTAL S 8.664.72 Proresslonal ser+lces are bliled on a portal-to-p,:nal b33is, A (aur-hour minimum applies to all expert and Ge'd senftes Overtime rates charged at 1.5x rate for hours after 8.0 to 12.0, weskends and ncfidays Overtirre rates Ch3rgad at 2.0x rate for hours after 12.0, weekends and holidays. Ccmponsat!on will be required as follows: hourly not-la-exceed (his amount Qlime and materiats as an estimate, not a maximum [] DOW. Tho work: O sill sol be completed untx a signed c py of Ihi; rcE;ce Is reiurned to us aLtherizirg us la c:rr;!ete INN v.Trk for the compen,alien oultfred atove. is now being comolcled and :rill be tiCed as cu!:ined atcve Pleaze sisn below: to akr.s/edge srC su!rorze Ws can!r3:r seepa a.'1d gmFe.isal.on srd M,Lrtr !c us. Flease redly the unde.,'g led . nmediately it you have any q-es5:=- or do rct agme :r n Me !earns and corrin= c_reared 22 .• 2d�d•15 ALTA ENVIRONMENTAL DAYS ACKNOWLEDGED AND AGREED GATE ,4,d1,P% r Sim '- I Ana Environmerlars Stands,! Tens and Cord•?tons Corsulting Agreement is Encorperated herein. t(thls is a new contract, p(e3se rnd Alta Enviropmentars Standard Te.m s and Conditions Ccnsulffna Agreement altached hereto. Pr'ces quoted are rrrs for 3C darts from date of this Coa,act S:k.rt Form media Cano From: David Schack <0avid.Schack@altaenviron.com> Sent: Wednesday, Novemter 11, 2015 7:21 AM To: Lydia Cano Subject: results Lydia Alta initially collected samples of soil located at the upper field at Ladera Linda. Based on follow-up discussions it was determined that the samples we collected from the upper filed at Ladera Linda may not have been representative of the subject soil imported from the Torrance residential site. Portions of the subject soil imported from the Torrance site had also been imported to the District maintenance yard. Based on this information Alta collected samples at the District maintenance yard on 11/2 and also revisited the Ladera Linda site that day as well. We received the results of the samples collected at the yard with the exception of the analysis of asbestos in soil -that analysis has to be completed by a different lab. The results for all analytes were in general very low. I need to have the results reviewed by my staff and compared to existing standards. One thing to note is that we did detect low concentrations of DDT in the soil. Our initial review indicates that the levels detected were below regulatory guidelines, however, as a reference point, the LALISD would not accept this soil for import due to the presence of any detectable concentrations of organochlorine pesticides. Please treat this information as preliminary until I can have it reviewed. Further, the samples which were Initially collected at Ladera Linda were put on hold and some will exceed the hold time on 11/12. Based on observations made at the yard and Ladera Linda it looks as though there are at least two, likely more, sources of soil on the upper field. Soil consistent with that of the yard was observed at Ladera Linda however it is unclear as to where the bulk of that soil is at this time. it appears as though additional soil which contains various types of building debris and organic debris is present on the upper field. Additional sampling and characterization of the soil Is likely warranted. Also, as indicated I collected several samples of the miscellaneous building debris observed to be present in the upper field area which included sewer lines, stucco, roofing shingles and roofing with mastic. The sample with the roofing material and tar was found to contain asbestos. Further, during our second site visit on November 2 1 observed additional suspect material included floor the debris with mastic. No samples were collected at the time as such sampling should be part of a larger investigation. The presence of building debris with asbestos triggers requirements under SCAQMD Rule 1403 which includes completing a contamination assessment, deve!opment of clean-up plan and subsequently executing the plan. Until the area is adequately characterized we feel it prudent to restrict access to the upper field area. !)AVID Y. H %Ck, Ri A t :. CITI1-1 \ il iSl;!!.i'•E`i•;; St_ii.`a'1 i ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks Lydia Cano From: Louie Hubbert Sent: Tuesday, October 27, 2015 8:17 Ah1 To: Lydia Cano Subject: Fw: Soil Report Attachments: SMP FS_Cleanfill-Schools.pdf Louie Hubbert Director of Maintenance/Operations PVPUSD Office: 310-750-2049 Cell: 310-780-4707 From: David Schack cDavid.Schack@altaenviron.com> Sent: Monday, October 26, 2015 3:06:16 PM To: Louie Hubbert Subject: RE: Soil Report Louie. Thanks for forwarding this along to me. As discussed the California DepartmEnt of Toxic Substance Controls (D i 5Cj has published a protocol for the import of soils to school sites. I've attached a copy for your review. In a situation like this I would recommend following a published guideline. We discussed the issue of radiation; there are a coup!e of tNngs that can be done — a health physicist can conduct a survey and/or samples can be submitted (either way it's best to follow the advice or a health physicist. Alta is capable to complete the other environmental testing as outl'.neJ in the DTSC document. We need to kno v1 ti -,e total yardage and approximate depth of the imported soil so we can deve!cp a proposal. Dave t) a X0. its A t A( i!;: u.i \ "ICi PRI ;Itx v r c 1' t;U'.:_DNA1 SL llI-'C l ALTA ENVIRONMENTAL Expertise to Reduce Your Environmental and Safety Risks 3177 Lcrg Beach SN -J. Anrex SU'ding Lora Bewc CA 908L' o 562 495 5777 d 562 489 9762 c 310.951 94 82 ! 567 4--5 58 ; �,+id SchaCkrpaltaenviron.tem I M'Nw SfIA@rviran :crtl Aaa Envtroamenlal is Inc premier comphance servtcea eansultaney serving the roods urmunmipat, mdustrial arid-anstructien clients tnrcughwt the 'd'L_tcnt Unil:J States For more information about our mr and waur environmental compliance subsurracc mmedtattm building s:icnces and oc:upational sora}• catabiiiliu, pivase click Liffe rar our website From: Louie Hubbert (maiito:hubbertl@pvpusd.netj Sent: Monday, October 25, 20151:51 PM To: David Schack <David.Schack@altaenviron.com> Subject: Fw: Soil Report David, Attached is the soils report for the soil at Ladera Linda - I'm working on finding amounts... Louie Hubbert Director of Maintenance/Operations PVPUSD Office: 310-750-2049 Cell: 310-780-4707 From: Alan R. Kossoff <AKossoff(&kwikalaw.rom> Sent: Tuesday, September 29, 201511:49 AM To: Louie Hubbert Cc: Brent Daniel Subject: Soil Report Louie, Thanks for meeting with me and Brent last week. As we discussed, attached is the Soil Report that I re-eived from Fabian. This report is for your/school district review only. As you can see from reviewing the report, this further confirms that there are no issues with the soil we received and Ladera and for which the school district also received about 10 truck -loads. I know that you personally saw the soil, spoke to Fabian, and did appropriate investigation and review to determine that the soil was fine. I hope that with this Soil Report you can now close the matter. As we also discussed, Ed Hummel has continually harassed PV AYSO in his effort to prevent us from playing soccer at Ladera Linda. We would appreciate if you would sent an email to Mr. Hummel stating that you have revie ved the matter, that the soil is good, that the school district is satisfied that all is in order, and that the matter is closed. Can you also forward this email to Brent after you send it to Mr. pummel. We would like to spend our time volunteering for the children who play AYSO rather than dealing with the distractions and misinformation provided by Mr. Hummel. Thank you for your help, Alan Information Advisory Clean Imported Fill Material ft is Rtsd Executive Summary nZWOJ7 W fi #OrL This fart sheer har been pizparrd to enure that inappropriat., 171.1nen, ix'J! is !:ri Z! 46Z4ace, the in traduced ant.) senritit r laid vse prqperries t indrr thr of t of 1;.,. , D TSC o- to apphrable r-pilvior'. authorities Sensitive 1.9nd use propertim inrhi,7e thor!; rh.--n, ensure pilbllo conlaily fa lidos such as 110spitz's, hoints. dj r rote rennets. 6ndschouls TIA7 (lora health, ment unh kruses on human health roncerrij and erolnorral Afaes are nrnt ved.w.,wd eatftnmeatal It idenrifla those apes of land use artivities that in,.,r be appropriate ii -h -n ile!,,!- qu41ty and win ill,- 1; herher a site mpt be Luej as a fill rvate-rial source arez. h a!,10 ;)/ r.1 guldefinns for t&, appropriate apes of aralises that should b2perfrrnd re!ai.;ve, io of sa - rha, Av — t? c�lh :, ` ecoj'021C V404Y. the formor land uTe, ,vid for tho numbe., I ipirs :A,' L, en A analyzed based on the estimated volullif. Of fill marell6=I that it ill he ::;-J, hazatdous 'waste The In(brinatiat., pimided in this Ayr sheen is nc., rr-guktorr in narure, mrhr: hto,')., cbngyctifqg and sme as apddi-, and In most rituations the flualdecision asto material fora sensirfve ,*a,,,,,i u.T pm peqy is mrade on a case -b+ Osis di4iiqpi, and developing and Introduction Prompt1jig Poffuddli The use of imported fill material has recently canw undr Ecrudn.y o_ the Instances ,.% here contanni!nacd sjil I -as been brOUr-ht onto an CXI,27'.'.*.�� IZ:J: c, site. However, there Pre current1v no established standards in the :uatu',is ur state orcaurornia regulations that address environmental rr-quirenicnts far impri.r.,ed, f,i] nvivrial The,ero,v_ 11-c Colilornin Inviron,rLmal lro,emion f% L., % D,[.,;!r*L:r1: it k,i Toxic Substat-r-es Control (DTSC) iia; pr.:!pated this riot slic-, tr; ccclur,_.5 that call be used to tjji: po-nif 5011 On -LO 2 Site OUL rcq.'-iirc:i Imported fill 111aU-n-1.11. Suf7h 5:!3g those that aTe uoder-,-,ing We remediation. corrt'LOVP action. -:-d C1 Jsur- tic California a L, . agency. Li%TJCS OVerSeell 13), DTS-- or the appropriate regulator}ency. Th.Ls,� prrI,,r Environmental &rei mai N. also apply to construction projects tha- 1.411 nsult iTt us us Th_ intent or thiS F2CL SIIC'^t is to Pr_,!t,-Ct PCOPI(- %VhO li'. -I c -n 1A u.,,e z sonsid-.i , land UISn P70PKt,,. By using -.11iis ra,-, shoc-, ai -.i 1-ul,J,:. tfi will mininilze the chance of introducing Itil material thi-, rcsi.flt in p(,,,- i tial risl-, ,o huinun health. or Lhi: tnvirummow ;1C NILUIL I - I.t- ene:p dwlh,.ntv caiikrnko A Irvi. Ejej.j' CJIMO.-Wilfl MWdl 10 I;IIC!! OCtiOl-, "'I A,,.JU,-.' Overview Beta nacurai and man.—aade fill materials are used for a variety of p.rposes. Fill material properties are coni non!y controlled to meet the necessarysl(e spe- cific engineering specifications. Because most sites requiring fill material are located in or near urban areas. the fill materials are often ot•tained r, -ern con- vructicn projects that generate an excess of soil, and !'rani cbmalition debris (asphalt, broken concrete. etc.). Ho',veve-, materials from those Lypes of sites atay or wa nct be appropriate, depending on the l-roposecl us0 or Lim fill, and UK? quality of alt! as- sessment and!or mitigation measures, If necessary. Therefore. unless material froin construction 7roinrt$ can be demonstrated to be free orconta nt- nation and.,or appropriate for the proposed us', On, - use or that material as nil should be avoided. Selecting Fill Material In general. the 1111 source area should be located in nonindttstria'. areas, and riot from sites undergoing an environmental cleanup. Nonindustrial slta; in elude those that were previous!), undeveloped, or used solely for residential or agricultural purpostn. if the source is from an agricultural area, care should be taken to insure that the f[li does not include former agricultural waste process byproducts such as manure or other decomposed organic niat':rial. Undesirable sources of fill material include indus trial and/or commercial sites where hazardous :im Potential Contaminants Based on the Fill Source Area Fill Source: Land near to an existing frcevoy Land near a mining area o. rock quarry Target Compounds Lead (EPA methods 60108 or 7471A), PAHs (EPA method 8310) Heavy Metals (EPA methods 60106 and 7471A), asbestos (polarized f gait micros:opy), pH Agric!.,Itura! land Pesticides (Organochlorine Pesticides: EPA method 8081A cr 8060kOrganophospho- rus Pesticides: EPA method 8141A; Chlori- nated Herbicides:EPA method 8151A), heavy metals (EFA methods 6010$ and 7#71 A) Fr; idar,tt�l;'apt eFtaale commarcial land VC)Cs (EEPS, method 8021 or 82606, as appropriate and combined v:ith coli_ctiort by EPA i':lethcd 5035), semi-VCCs (EPA method 8270C),TPH (modifiec. EPA method 8015) PCBs (EPA method 6082 or 80801+), heavy metals including lead (EPA methods 60108 and 7471 A), asbestos (OSHA kle:,cot ID 191) 1lsrs.'hou.r!bepk9:!Dillivd in airordw re i -Rh VSEP-1 S!1 4-116 wrthcd, i �1::'�'r CYLTPL'it' d: ii�jiCK %^:�t:�2 �iia.4S17.1l:ri Cl7RIJ1aU17: EN 111'.l rd 7139 Recommended Fill Material Sampling Schedule Area of individual Borrow Area acres o: less 2 to 4 acres 4 to 10 acres Greater t,nan 10 acres Volume of Borrow Area Stockpile Up to 1,Gt1,0 cubic yards 1,000 to 5.000 cubic yards Gre-arer Cinn 5.000 cubic yards '.2t'r^.k LlC,Qd, Fandled or s'-ered 8s plar,- clr tl'e siaess omraiions, or unpaved park'ns arcas where l., role.raT hydrocarbons could ha%e bLan spilied or int the still. Undesirable conimercia. sires inc!udz forin,!r gasoline s_rri_e st3•.ions, retail strip rTiails that cantailer.i dry cicane- or p'noto raphi, i r,�ccsir,g radWies. paint stor•-s, auto repair and or ;.ain:lag farilit0s. Undesirable industrial faeihtie5 i!-wl :de moal pr:_essino shops, maauracturirtg ra- c'•I: les. aic-rospacr. raciliti;_s. oil refineries. ies. waste treat- ,Sh•rtili;lr.'_S.Pti'. Af.ernaLnastUu�in°g fill rrcfii:ca- ts :!cn sire; lr:clu'c the use of :ill n;at_rial a!: a coat:ncrciai sarppl0.- or fill r.vkerial f-om s::il fits in rural or suburban areas. car -2 slix-Ad bf: takUl to emir-! that thCS2 111,1- Documentation t - Documentation and Analysis t.n 07, cl•_r i to I i:rirn!:e the ;_r,ten'fal of it:t'Tc dt:cin Mt. ?i:..z• r ., ._e.. U rrl tri, Or?SG 3 s!l`•, it iS net. S`?T`: Sampling Requirements t;:iinimum of 4 sample:. Minimum of 1 sample ev_ry 112 acre Minimum of 8 samples Minimum of 8 locations with 4 ubsamples per location Samples per Volume 1 sample per 254 cubic yards 4 samples for first 1400 cubic yards +1 sample per each additional 500 cubic yards 12 samples for first 5,000 cubic yards - 1 sample per each additional 1,000 cubic yar is to verify through docunientatinn that the rill sours: is appropriate andior to have the fill tnaterlal x i lytPcl for pntential conttrrr runts based on the itua t ion and hi.stor. of the source area. Fill docunien:a tion should in: lude detailed information on th t hie viou:, u;r' or the 13nci from %,:here the fill is trk'_n. Whether an environmental site assessment was P-2. firmed and lis findings, and the results of am test ins perrornied. It is recommended thai an-, sur h d•ociom..ntauon should be signed b. an appropri .:el,: li_ n-_ d (C rgistervJ) individual. If su.1. ticcumentaiian is not available or is ina:iequaie. sc-niples of the fill material should I;e chemicaPy Ina lye -ed. Analysis or the rill material should be iris A on circ �nu,ce or the Ni and knot'. -ledge of the prb,r LettTr tnhie amounts of compounds o' cor, err; r':ir'h!i-, d:f: fill material should be e•:aluatecl for risk il, accc;rdiir,ca With the DTSC. Prelitninar, Ucivn �P: Ti?rl disk':SrTierti i �I .'fit} Guidance Manu,'. i r ,etas at:alyses a:e perfarrned, only those muds ,C;Artl 117 /"Dille 2-2) to whirl) risk levels have hc.en assigme-1 need to be e: IILM,trci. AL present, the DTSC is :working to estahlsh California Bergen Letch (CSL)10 CCLerMine %-:heth.?rsorre com- prjunds-Sconcern pose a risk. Until such Omens :hese CSL values are establisher!, DTSC recorn ninr,ds that the DTSC PEA VUIdanCe N•lanual or an equivalent process be referenced. This gu:d artc, trete: include the Regional Dater Quality Conucl Board's (RVllQCB) guidelines for reuse of i-oon-harardnus petroicum hydrocarbon con tarninated soil as applied to Total Petroleum Hy drucarL,ans (TPH) un1y. The R\VQCB guidelines sheu!d not be used for vola_;;e orgtnic compounds i i%QCs) or st:tni-volatile organic compounds {SVOCSl. In addition, a siandanl iahoratory data p:tcicage, irit:ltrdiluQ a summary or the QA QC (Quallt Assurance/Quality Con_roi) sample rc 3S1,Ls Shjulrl 11so a, --company' all analytical ropurts. %Vher) I:OaSi1}1r , r�hre crxati;e s<:rr:ale should be cri It'rted at. 0ic. borrriv. area i`:lalc thf- pot eritial flit I -,in Ir•rial s still in place, and analyzed prior to remvyal 1110111 the horrow erred. In addition to peri'orming th.o appropriat. cnal•:s:s Cf the till material, an ap p,'C)Priatc nttmL:tr of salnples shoulJ also be Jetta mirb:d 1177SPcl on th•? approximate vclturue or Mrea or sr,il to bo used as rill mMterial. T he table above can t',O USCd :.S a g,L'd1: to C`eterniinii dho number or ;3TZi )!<_S ri.,�ti� 1111 to !11111 n)Mtarin:::h^r. sallipled at the buircv sita. Alternative Sampling Pita:. 1 •7r IPF!,% IIM'. b2 1`rlur tJ Sa;n I:�i� to det��rr.r;n_ v:he:}�::r trc� l:crrcr.. arca nitre .`d•:[i C, ---en lt) p, -v: Cd on 01? jtr^l)c :• DV17 t i1P P7C;1)e'i'} ISMS il(';'[. eC tl[1[ll(•i:, I, IV ::1;t;Gllile, ilial t', a% be rt?:-jrLtired c, f: } n tt^.-tc?rt1)1 1L'{I M` _ac 1 3,xa er. is is is nc'. t: o-na the fcli material 1t the •o;1u.+• arra cr deter reline ti11t it L, 1pi1r:'priate fcsr res^ : 3 a Px I or FEE, iL IS re".lnurerr ed that one i,l) sampic. per be Ccft[.ied anCI In.ri;: rCCi for ail tom hounds of concern to ensure that the briportecl sail is uncontaminated and acceptable. (See chart an Potential Contaminants Based on the Fill Source Area far appropriate analyses). This sampling fre- quency stay be modified upon consultation with the DTSC or appropriate regulatory agency if all o' the fill material is derived from a common bo„ov: area. However, rill material that is not characterized at the borrow area will need to be stockpiled either o: ► or off-site until the analyses have been completed. III addition, should contaminants exceeding accep- tance criteria be identir}ed in the stockpiled rill material. that material will be deemed unacceptable and new fill material vdll need to be obtained. sampled and analyzed. Therefore, the DTSC rec- ommends that all sampling and analyses should be completed prior to delivery to the site to ensure the soil Is free of contamination. and to eliminate un- necessary transportation charges for unacceptable IW Ina: erial. <r Canil�u,l:e sampling rcr rill material chartcteriz:l- tion 1113Y or may not be appropriate, dependine on duality and }toniogenrky orsuurce/borrov: area, and compounds or concern. Compositing samples for vola -,;ie and semivolatile constituents is nal accef;i- able. Composite sampling for heavy metals, peso- -ides. herbicides or PAH's from unarial y.ed stock- piled soil is also unacceptable, unless it is stockpiled at the borrow area and originates from the same source a -tea. I:r rddition, iCsantpiei air enrnl,osi;r:}. they should be frLM the same soil layer. and rt -Di from dirrerent sill lavers. %%hen ytr, targe volum us of fill material are antici- pat,:ci, nr larger areas are being caltsiderel a, borrow areas, the DTSC recommends taut a Paas;_ i or PEA b= conducted on Lille area to ensure Ilia: the i/arrr.v: area has not been Impac ed by previous acLlviti�.; an the property. After the prapr:rt ha; been c:aluatC , any sampling thai n,.aV be- requir-d cat, ba Bete -nit ied Burin- a m-etin% tvi,h th DTS C Fnr'=.Jr;Iter%;Ii0Ji17t771Cn. ri7�'Rlifi3!✓ �CnJl::�!i. FAD... R.C. =t .1MR` j 1-2173. SOILS INVESTIGATION Proposed Residential Development Torrance, Callomia Torrance, Califamia 90505 Project Number 17585-14 August 4, 2014 NorCal Engineering NorCa! Engineering SOILS AND GEOTECHMCAL CONSULTANTS 10641 HUMBOLT STREET LOS ALAMITOS, CA 90720 (562)799-9469 FAX (562)799-9459 August 4, 2014 Torrance, Califomia 90505 Project Number 17585-14 RE: SOILS INVESTIGATION - Proposed Residential Development - Located at in the City of Torrance, Califomla Pursuant to your request, this firm has performed a Soils Investigation for the above referenced project. The purpose of this investigation is to evaluate the geotechnical conditions of the subject site and to provide recommendations for the proposed residential development. This soils engineering report presents the findings of our study along with conclusions and- recommendations for development. 1.0 STRUCTURAL CONSIDERATIONS 1.1 Proposed Development It is proposed to construct a new single family home on the parcel. Construction will be woodframe and 1 -story over basement level. Other Improvements may include concrete pavement areas and landscaping. The proposed grading for the development will include minor cut and fill procedures. Final building plans shall be reviewed by this firm prior to submittal for city approval to determine the need for any additional study and revised recommendations pertinent to the proposed development, if necessary. RESOLUTION NO. 2010-65 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO PALOS VERDES ESTABLISHING ADMINISTRATIVE CITATION PENALTIES AND AMENDING THE ADMINISTRATIVE CITATION PENALTY SCHEDULE FOR CERTAIN VIOLATIONS OF THE RANCHO PALOS VERDES MUNICIPAL CODE. WHEREAS, Sections 1. 16.010 through 1. 16.250 of Chapter 1.16 (Administrative Penalties) of Title 1 (General Provisions) of the Rancho Palos Verdes Municipal Code established an administrative remedy program for violations of the Code, including authority for the adoption of an administrative citation penalty schedule; and WHEREAS, pursuant to Resolution Nos. 2008-44 and 2008-92, the City has adopted an Administrative Citation Penalty Schedule which established the amounts of administrative penalties for certain violations of the Rancho Palos Verdes Municipal Code; NOW THEREFORE, be it resolved by the City Council of the City of Rancho Palos Verdes as follows: Section 1: The following administrative citation penalties are hereby established: $100.00 for the first offense, $200.00 for the second offense within one year of the first offense, and $500.00 for the third offense and each additional offense within one year of the first offense, for any violation of any of the following provisions of the Rancho Palos Verdes Municipal Code: Sections 5.20.030 and 5.20.040 of Chapter 5.20 (Solicitation), of Title 5, (Business Licenses, Taxes and Regulations); Sections 6.04.020, 6.04.040, 6.04.050, 6.04.060 and 6.04.070 of Chapter 6.04 (General Provisions) of Title 6 (Animals); Section 9.30.010 of Chapter 9.30 (Skateboards, Roller Skates, Online Skates, Scooters and Similar Devices on Posted Property) of Title 9 (Public Peace, Morals and Welfare); and Section 10.24.010 of Chapter 10.24 (Off -Road Use of Vehicles) of Title 10 ��1•r1�73:T•I,•,Si 112��'i�llLlL1 a11L�� 2010-65.DOC AND MADE A PART OF THE PECORD AT THE COUNCIL MEETING OF—!"'a � � Resolution No. 2010-65 OFFICE OF THE CITY CLERK Page 1 of 8 CARLA MORREALE, CITY CLERK mI 43 (Vehicles and Traffic). Section 2: The following administrative citation penalties are hereby established: $50.00 for the first offense, $100.00 for the second offense within 12 months of the first offense, and $200.00 for the third offense and each additional offense within 12 months of the first offense, for any violation of Sections 12.16.010 through 12.16.120, inclusive and each of them, of Chapter 12.16 (Streets, Parks and Recreational Facilities) of Title 12 (Streets, Sidewalks and Public Places) of the Rancho Palos Verdes Municipal Code. Section 3: Resolution No. 2008-92, Section 2, is hereby amended to re- establish the penalties for violations of Section 12.16.130 of the Rancho Palos Verdes Municipal Code, which such amendment is declarative of existing law, as follows: $100.00 for the first offense $200.00 for the second offense within 12 months of the first offense $500.00 for the third offense and each additional offense within 12 months of the first offense. Section 4: Section 3 of Resolution No. 2008-44 and Resolution No. 2008-92 are further hereby amended by amending the Administrative Citation Penalty Schedule attached thereto, to re-establish the penalties for any violation of any of the provisions of Sections 8.20.010 through 8.20.290, 8.24.060, 9.28.040, 9.28.160, 9.28.180, 9.28.200, 13.10.040, 13.10.050, 13.10.060, 13.10.070, 15.04.010, 15.04.020, 15.18.040, 15.18.050, and 17.76.050; and to add the penalties and escalation of enforcement provisions for any violation of any of the provisions specified in Sections 1, 2 and 3 of this Resolution 2010-65, as follows: 2010-65. DOC Resolution No. 2010-65 Page 2 of 8 VIOLATION TYPES 1ST OFFENSE 2ND OFFENSE WITHIN 12 MONTHS 3RD AND EACH ADDITIONAL OFFENSE WITHIN 12 MONTHS Chapter 5.20 - Solicitation 5.20.030 Manner of solicitation $100.00 $200.00 $500.00 §5.20.040 Distribution of handbills $100.00 $200.00 $500.00 Chapter 6.04 General Provisions §6.04.020 Animal control ordinance amended $55.00 $100.00 $250.00 §6.04.040 Number of dos and cats allowed $55.00 $100.00 $250.00 §6,04.050 Animals prohibited on beaches $55.00 $100.00 $250.00 §6.04.060 Disturbing the peace prohibited $100.00 $200.00 $500.00 §6.04.070 Interference with the trapping and relocation ofpeafowl-Prohibited $100.00 $200.00 $500.00 Chapter 8.20 - -Solid Waste Collection and Disposal 8.20.150 Litter. $55.00 $100.00 $250.00 8.20.180 Care of containers. $55.00 $100.00 $250,00 8.20.190 Unauthorized use of containers. $55.00 $100.00 $250.00 §8.20.200 Tampering with containers. $55.00 $100.00 $250.00 §8.20.210 Containers for garbage, market refuse and rendering waste. $55.00 $100.00 $250.00 8.20.220 Containers at residential premises, $55.00 $100.00 $250.00 8.20.230 Cardboard boxes or paper bags. $55.00 $100.00 $250.00 §8.20.240 Placement of containers at residential premises. $55.00 $100.00 $250.00 §8.20.250 Residential refuse containers - Time of placement. $55.00 $100.00 $250.00 8.20.280 Unlawful disposal. $55.00 $100.00 $250.00 Chapter 8.24 - Property Maintenance §8.24.060 Prohibited activities and unlawful conditions $55.00 $100.00 $250.00 Chapter 9.28 - Graffiti Prevention and Removal §9.28.040 Permitting graffiti to remain prohibited. $55.00 $100.00 $250.00 §9.28.160 Sale of paint in aerosol cans- When prohibited. $55.00 $100.00 $250.00 §9.28.170 Prohibition of possession of an aerosol paint can in a public facility. $55.00 $100.00 $250.00 §9.28.180 - Restriction of pressurized containers and indelible markers. $55.00 $100.00 $250.00 9.28.200 - Parental responsibility. $55.00 $100.00 $250.00 Chapter 9.30 - Regulation of Skateboards, Roller Skates, Inline Skates, Scooters and Similar Devices on Posted Property §9.30.010 Skateboards, roller skates, inline skates, scooters and similar wheeled devices prohibited on posted property. $100.00 $200.00 $500.00 2010-65.DOC Resolution No. 2010-65 Page 3 of 8 Chapter 10.24 - Off -Road Use of Vehicles 10.24.010 - Prohibition. $100.00 $200.00 $500.00 Chapter 12.16 - Streets, Parks and Recreational Facilities §12.16.010 Protection of flora, fauna and public buildings and structures. $50.00 $100.00 $200.00 §12.16.020 Motorized vehicles. $50.00 $100.00 $200.00 §12.16.030 Hours of operation. $50.00 $100.00 $200.00 §12.16.040 Motorized or radio -controlled $50.00 $100.00 $200.00 models. §12.16.045 Aircraft. $50.00 $100.00 $200.00 §12.16.050 Dogs and pets. $50.00 $100.00 $200.00 §12.16.060 Littering. $50.00 $100.00 $200.00 §12.16.070 Fires. $50.00 $100.00 $200.00 §12.16.080 Use of city parks, nature reserves and recreational facilities. $50.00 $100.00 $200.00 §12.16.090 Closed areas. $50.00 $100.00 $200.00 §12.16.100 Nudity. $50.00 $100.00 $200.00 §12.16.110 Hunting prohibited. $50.00 $100.00 $200.00 §12.16.120 Skateboards, roller skates, inline skates, scooters and similar wheeled devices prohibited on public property. $50.00 $100.00 $200.00 §12.16.130 Reckless use of trails within the Palos Verdes nature preserve prohibited. $100.00 $200.00 $500.00 Chapter 13.10 - Storm Water and Urban Pollution Runoff Control §13,10.040 Prohibited activities. $100.00 $200.00 $500.00 §13.10.050 Requirements for existing properties -Good housekeeping rovisions, $100.00 $200.00 $500.00 §13.10.060 Requirements for industrial/commercial and construction activities. $100.00 $200.00 $500.00 13.10.070 Enforcement. $100.00 $200.00 $500.00 Chapter 15.04 - Building Code (Appendix Chapter 1, Administration, of the California Building Code, 2007 Edition (Part 2 of Title 24 Calif. Code of Regulations) as adopted by reference by RPV Municipal Code 15.04.010 §105.1 Required, of §105 - Permits (of the Administrative Code, as adopted by RPV Municipal Code §15.04.010 - Building Code adopted). $100.00 $200.00 $500.00 Chapter 15.18 - Administrative Code (Appendix Chapter 1, Administration, of the California Building Code, 2007 Edition (Part 2 of Title 24 of the Calif. Code of Regulations), as adopted by reference by RPV Municipal Code 15.18.010 §105.5. Expiration, of §105 - Permits, of 2010-65.DOC Resolution No. 2010-65 Page 4 of 8 the Administrative Code (as amended by RPV Municipal Code §15.18.050 - Administrative Code amended— Expiration of permits). $100.00 $200.00 $500.00 §113.1 Violations, of §113 – Violations, of the Administrative Code ( as amended by RPV Municipal Code §15.18.040 Administrative Code amended—Violations and penalties). $100.00 $200.00 $500.00 §114.3 Unlawful Continuance, of §114 -- Stop Work Order, of the Administrative Code (as amended by RPV Municipal Code §15.18.040 Administrative Code amended— Violations and penalties). $100.00 $200.00 $500.00 Chapter 17.76 - Miscellaneous Permits and Standards §17.76.050 Sign permit. $55.00 $100.00 $250.00 ESCALATION OF ENFORCEMENT 1ST CITE 2ND CITE 3RD CITE AND EACH ADDITIONAL CITE Chapter 5.20 - Solicitation 5.20.030 Manner of solicitation 3 DAYS 3 DAYS 1 DAY §5.20.040 Distribution of handbills 3 DAYS 3 DAYS 1 DAY Chapter 6.04 - General Provisions §6.04.020 Animal control ordinance amended 14 DAYS 7 DAYS 7 DAYS §6.04.040 Number of dogs and cats allowed 14 DAYS 7 DAYS 7 DAYS §6.04.050 Animals prohibited on beaches 14 DAYS 7 DAYS 7 DAYS §6.04.060 Disturbing the peace prohibited 14 DAYS 7 DAYS 7 DAYS §6.04.070 Interference with the trapping and relocation ofpeafowl—Prohibited 14 DAYS 7 DAYS 7 DAYS Chapter 8.20 - Solid Waste Collection and Disposal 8.20.150 Litter. 14 DAYS 7 DAYS 7 DAYS 8.20.180 Care of containers. 14 DAYS 7 DAYS 7 DAYS 8.20.190 Unauthorized use of containers. 14 DAYS 7 DAYS 7 DAYS §8.20.200 Tampering with containers. 14 DAYS 7 DAYS 7 DAYS §8.20.210 Containers for garbage, market refuse and rendering waste. 14 DAYS 7 DAYS 7 DAYS 8.20.220 Containers at residential premises, 14 DAYS 7 DAYS 7 DAYS §8.20.230 Cardboard boxes or paper bags. 14 DAYS 7 DAYS 7 DAYS §8.20.240 Placement of containers at residential premises. 14 DAYS 7 DAYS 7 DAYS §8.20.250 Residential refuse containers— Time of placement. 14 DAYS 7 DAYS 7 DAYS §8.20.280 Unlawful disposal. 14 DAYS 7 DAYS 7 DAYS 8.20.290 Frequency of collection. 14 DAYS 7 DAYS 7 DAYS Chapter 8.24 - Property Maintenance §8.24.060(A)(1) 14 DAYS 7 DAYS 7 DAYS §8.24.060(A)(2) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(3) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(4) 7 DAYS 7 DAYS 1 DAY 2010-65. DOC Resolution No. 2010-65 Page 5 of 8 §'8.24.060(A)(5) 14 DAYS 7 DAYS 7 DAYS §8.24.060(A)(6) 14 DAYS 7 DAYS 7 DAYS §8.24.060(A)(7) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(8) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(9) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(10) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(11) 7 DAYS 7 DAYS 1 DAY §8.24.060(A)(12) 7 DAYS 7 DAYS 1 DAY Chapter 9.28 - Graffiti Prevention and Removal 3 DAYS 3 DAYS 1 DAY §9.28.040 Permitting graffiti to remain prohibited. 3 DAYS 3 DAYS 1 DAY §9.28.160 Sale of paint in aerosol cans— When prohibited. 3 DAYS 3 DAYS 1 DAY §9.28.170 Prohibition of possession of an aerosol paint can in a public facility. 3 DAYS 3 DAYS 1 DAY §9.28.180 - Restriction of pressurized containers and indelible markers. 3 DAYS 3 DAYS 1 DAY 9.28.200 - Parental responsibility. 3 DAYS 3 DAYS 1 DAY Chapter 9.30 - Regulation of Skateboards, Roller Skates, Inline Skates, Scooters and Similar Devices on Posted Property §9.30.010 Skateboards, roller skates, inline skates, scooters and similar wheeled devices prohibited on posted property. 7 DAYS 7 DAYS 1 DAY Chapter 10.24 — Off -Road Use of Vehicles 10.24.010 - Prohibition. 1 DAY 1 DAY 1 DAY Chapter 12.16 - Streets, Parks and Recreational Facilities §12.16.010 Protection of flora, fauna and public buildings and structures. 1 DAY 1 DAY 1 DAY §12.16.020 Motorized vehicles. 1 DAY 1 DAY 1 DAY §12.16.030 Hours of operation. 1 DAY 1 DAY 1 DAY §12.16.040 Motorized or radio -controlled models. 1 DAY 1 DAY 1 DAY §12.16.045 Aircraft. 1 DAY 1 DAY 1 DAY §12.16.050 Dos and pets. 1 DAY 1 DAY 1 DAY §12.16.060 Littering. 1 DAY 1 DAY 1 DAY §12.16.070 Fires. 1 DAY 1 DAY 1 DAY §12.16.080 Use of city parks, nature reserves and recreational facilities. 1 DAY 1 DAY 1 DAY §12.16.090 Closed areas. 1 DAY 1 DAY 1 DAY §12.16.100 Nudity. 1 DAY 1 DAY 1 DAY §12.16.110 Hunting prohibited. 1 DAY 1 DAY 1 DAY §12.16.120 Skateboards, roller skates, inline skates, scooters and similar wheeled devices prohibited on public property. 1 DAY 1 DAY 1 DAY §12.16.130 Reckless use of trails within the Palos Verdes nature preserve prohibited. 1 DAY 1 DAY 1 DAY Chapter 13.10 - Storm Water and Urban Pollution Runoff Control 13.10.040 Prohibited activities. 1 DAY 1 DAY 1 DAY 2010-65. DOC Resolution No. 2010-65 Page 6 of 8 §13.10.050 Requirements for existing 1 DAY 1 DAY 1 DAY properties—Good housekeeping provisions. §13.10.060 Requirements for 1 DAY 1 DAY 1 DAY industrial/commercial and construction activities. 13.10.070 Enforcement. 1 DAY 1 DAY 1 DAY Chapter 15.04 - Building Code (Appendix Chapter 1, Administration, of the California Building Code, 2007 Edition (Part 2 of Title 24 Calif. Code of Regulations) as adopted by reference by RPV Municipal Code 15.04.010 §105.1 Required, of §105 —Permits, of the Administrative Code (as adopted by RPV Municipal Code §15.04.010 – Building Code adopted). 7 DAYS 7 DAYS 7 DAYS Chapter 15.18 - Administrative Code (Appendix Chapter 1, Administration, of the California Building Code, 2007 Edition (Part 2 of Title 24 of the Calif. Code of Regulations), as adopted by reference by RPV Municipal Code 15.18.010 §105.5. Expiration, of §105 – Permits, of the Administrative Code (as amended by RPV Municipal Code §15.18.050 - Administrative Code amended—Expiration of permits). 7 DAYS 7 DAYS 7 DAYS §113.1 Violations, of §113 – Violations, of the Administrative Code ( as amended by RPV Municipal Code §15.18.040 Administrative Code amended—Violations and penalties). 7 DAYS 7 DAYS 7 DAYS §114.3 Unlawful Continuance, of §114 -- Stop Work Order, of the Administrative Code (as amended by RPV Municipal Code §15.18.040 Administrative Code amended— Violations and penalties). 3 DAYS 3 DAYS 1 DAY Chapter 17.76 - Miscellaneous Permits and Standards §17.76.050 Sign permit. 7 DAYS 7 DAYS 7 DAYS Section 5: Except as otherwise expressly amended, the provisions of Resolution No. 2008-44 and Resolution No. 2008-92 remain in full force and effect. Section 6: This Resolution shall take effect immediately. 2010-65.DOC Resolution No. 2010-65 Page 7 of 8 PASSED, APPROVED and ADOPTED this 20th day of July, 2010. /s/ Stefan Wolowicz Mayor Attest: /s/ Carla Morreale City Clerk State of California ) County of Los Angeles ) ss City of Rancho Palos Verdes ) I, Carla Morreale, City Clerk of the City of Rancho Palos Verdes, hereby certify that the above Resolution No. 2010-65 was duly and regularly passed and adopted by the said City Council at a regular meeting thereof held on July 20, 2010. City Clerk 2010-65.DOC Resolution No. 2010-65 Page 8 of 8 CITY OF RANCHO PALOS VFRDES TO: HONORABLE MAYOR & CITY COUNCIL MEMBERS FROM: CITY CLERK DATE: JUNE 21, 2016 SUBJECT: ADDITIONS/REVISIONS AND AMENDMENTS TO AGENDA** Attached are revisions/additions and/or amendments to the agenda material presented for tonight's meeting: Item No. Description of Material 4 Email from Sandra Valeri Respect ubmitted, Carla Morreale ** PLEASE NOTE: Materials attached after the color page(s) were submitted through Monday, June 20, 2016**. W:\AGENDA\2016 Additions Revisions to agendas\20160621 additions revisions to agenda.doc Subject: FW: Comments to your report re: Ladera Linda dirt From: Sandy Valeri [mailto:smhvaleri@cox.net] Sent: Monday, June 20, 2016 6:20 PM To: Kit Fox <KitF@rpvca.gov> Cc: CC <CC@rpvca.gov> Subject: Re: Comments to your report re: Ladera Linda dirt Hi Mr Fox. Thank you for the explanation. Too bad your prr didn't include it. Again I appreciate your reluctance to include an unauthenticated document. But leaving the report with the impression that all my is just fine and dandy does a great disservice. Yes there have been much speculation regarding the quantity of dirt delivered. That's why I continue to ask for the city's help in discovering the true full quantity, and the source. Residents don't want to guess anymore. We want facts. Thank you again. Sandy Sent from my iPhone q- s CITY OF RANCHO PALOS VERDES TO: HONORABLE MAYOR & CITY COUNCIL MEMBERS FROM: CITY CLERK DATE: JUNE 20, 2016 SUBJECT: ADDITIONS/REVISIONS AND AMENDMENTS TO AGENDA Attached are revisions/additions and/or amendments to the agenda material received through Monday afternoon for the Tuesday, June 21, 2016 City Council meeting: Item No. Description of Material 4 Email exchange between Staff and Sandra Valeri; Email exchange between Staff and Gary Randall; Letter from Jennifer Taggart Respectfully submitted, Carla Morreale W:IAGENDA\2016 Additions Revisions to agendas\20160621 additions revisions to agenda thru Monday.doc Subject: RE: Comments to your report re: Ladera Linda dirt From: Kit Fox Sent: Monday, June 20, 2016 4:40 PM To: Sandra Valeri <smhvaleri@cox.net> Cc: CC <CC@rpvca.gov> Subject: RE: Comments to your report re: Ladera Linda dirt Clear Mrs. Valeri: The Alta/PVPUSD e-mail of 11/11/15 was provided to the City unsolicited by a third party. To my knowledge, the City was unaware of the existence of this e-mail until it was sent to us (the first time that I personally saw this e-mail was on 5/1/16). However, the City's PRA request of 6/14/16 did ask for a complete copy of the Alta report itself. In the e-mail summary of discussions between City Staff and AYSO that I was provided, there was no confirmation of the quantity of soil imported. There have been a number of estimates given by concerned residents about the number of truckloads of dirt dumped. As a general rule of thumb, one truck load of dirt is roughly 20 cubic yards. Sincerely, Kat Fox, AICD CittJ of Rancho Palos Verdes (310} 544-5226 kitf@)wyca.gov From: Sandra Valeri [mailto:smhvaleri@cox.net] Sent: Monday, June 20, 2016 4:15 PM To: Kit Fox <KitF@rpvca.gov> Cc: CC <CC@rpvca.gov> Subject: Re: Comments to your report re: Ladera Linda dirt Hi Mr. Fox. Thank you for your personal response to my comments. Regarding the ALTA email/memo, I understand you being concerned about the unathenticaled "source" when you get something third hard. But I was under the impression that the city also obtained a copy of this item from your own PRR. In which case, the source is surely known to you. Can you please verify if this memo/email was part of the response to your PRR. If so, it should be formally incorporated in your report. Regarding the amount and source of dirt imported, I am sorry to hear that you don't have any details at all. I was told by AYSO that this information had been provided to city officials, but maybe I misunderstood. The amount in the Leymaster report was never verified by any documentation, and the numbers don't add up. Copying this amount into your report gives it the weight of "fact" when in truth, there is no fact at all. It's simple heresy, not fact, and not worthy of being cited as fact in your report. I didn't mean to accuse you of any nefarious intent. However you include in your public report the Leymaster results showed everything was perfect, leaves the impression that all is wonderful, and no cause for concern at all. this I 1_/ - gives a false picture. If your report is to be complete and balanced it needs to include the bad along with the good. You do NOT even mention that there is a there is a serious risk to residents due to the detected presence of contaminants. So how does your report give the council the information they need to help protect residents? According to your report everything is just fine, no problem, nothing to worry about at all. Your report is suppose to be a full factual account. Yet you cite as fact data which is unsubstantiated and under criminal investigation. Your report just restates the "party line" of only 1100 cubic feet were imported and there is nothing wrong with the dirt. Everything is just fine, so don't worry about it. I hope you can see my point. Unfortunately your report doesn't add a single piece of information beyond that published by PVPUSD. So why bother publishing a report, just repaste the broadcasts from PVPUSD and save the time and money. I was hopeful that as part of your possibilities for further action, you could include obtaining records and finding out how much data was imported and from where. It is disappointing that you show zero interest in having the city try to uncover this information for your citizens. We know that a city council member did make an inquiry about one of our neighbors, which resulted in a formal complaint being filed against him. it's ironic that the ONLY time the city does anything about this problem, it's to hurt the citizens who are trying to find out the truth, while the city claims they are impotent to help. Sincerely, Sandy Valeri On Jun 20, 2016, at 9:51 AM, Kit Fox <kitfrpvca.gov> wrote: Dear Mrs. Valeri: Thank you for your e-mail. It will be provided to the City Council as late correspondence at tomorrow night's meeting. In answer to the questions that you posed about the agenda report: With respect to the November 18th date cited for the release of the Alta report, this was information that I was provided by PVPUSD in an e-mail that I received. I appreciate that you are able to "flesh out" more of the dates and details because you attended a meeting with PVPUSD that I was not invited or privy to. * The City has no idea exactly how much dirt was placed on PVPUSD property. The figure of 1,100 CY was taken from the Leymaster report as an estimate. The "memo" from Alta to PVPUSD tan e-mail, actually) was provided to the City third -hand. The City Council has been provided with copies of this e-mail by other persons on other occasions. There is no nefarious intent in not citing this e-mail, but the City is also not aware of the source of this e-mail or how it came to be distributed publicly. Nevertheless, a copy of this e-mail will be included as late correspondence for tomorrow night's meeting. The City Council may choose one of the options identified in the agenda report, or it may come up with additional options based upon its own discussions and the comments of concerned residents such as yourself. Sincerely, Kat Fox, AICD City of Rancho Palos Verdes (310) 544-5220 kitf@rpvca.gov From: Sandra Valeri [mailto:smhvaleri@cox.net] Sent: Thursday, June 16, 2016 7:40 PM To: CC <CC@rpvca.gov> Cc: Kit Fox <KitF@rpvca.gov> Subject: Fwd: Comments to your report re: Ladera Linda dirt Dear Members of RPV City Council, I sent Mr. Fox these comments to his report earlier today. I received an alert that he was out of office, so I am taking the liberty of sending my comments to all of you. I do appreciate that he generated the report quickly and personally sent it to interested parties. I believe that most of the history he shares in the report is accurate, but I must point out those areas where there are inaccuracies, omissions and inconsistencies. At the bottom of my comments I have attached a photo from March 2016 of the earthen berm that was created from this massive dirt import and grading. I also attached older photos taken of the same area prior to and during this massive grading project, you can see that there wasn't much dirt there to start. One of our LL neighbors measured the berm as approximately 340'x70'x8, which is over 7000 cubic yards, and that is after compression and compaction. So clearly it took a lot more than 1100 cubic yard of imported fill to create it. If you zoom in on the recent photo, you can see how the dirt is bleeding onto the fields; not good. Mr Fox/s report states that all according to PVPUSD this dirt was "stockpiled" to level the fields later. Really? You could bury the fields multiple times in all this dirt. And AYSO/PVPUSD have stated that none of the dirt in question was actually placed on the playing fields. Please pray tell what then was the reason for bringing all this dirt here? Would 100 truckloads of stockpiled dirt normally be compressed and graded like this? It seems very odd. Even if the Council is limited in their ability to increase oversight on this parcel, you could help get the truth regarding the full amount of all the soil that was imported and documentation of where it came from. Given the litigation costs and damaging criminal investigation, PVPUSD may even consider voluntarily revoking their exempt status for this site. It certainly would save them a lot of money and headaches. Thank you for your time, Sandy Valeri Begin forwarded message: From: Sandra Valeri <smhvaleri�c� ox.net> Subject: Comments to your report re: Ladera Linda dirt Date: June 16, 2016 at 2:08:25 PM PDT To: Kit Fox <kitf r vcagov> Hello Mr Fox, Thank you so much for sharing this well written report. I really appreciate how quickly you responded. As you may know I live in Ladera Linda, and I have been following this issue closely for over a year now. I was at the LL HOA Annual meeting in April 2015 when many residents raised their concerns to the city officials who were present. I have written many emails and attended multiple meetings to seek resolution. I appreciate your report. I find that it make a reasonable account of the history and facts in the matter, but I found several omissions, inaccuracies and inconsistencies, and I would like you to please address these. First I want to thank you for documenting that residents started to contact the city regarding the issue back in April 2015. PVPUSD administration has erroneously stated that this is a more recent complaint. It is important that you have sat the record straight and showed that residents began to voice their concerns immediately after the mystery dirt began arriving. Your report is inaccurate when you state that PVPUSD did not release the test results as promised on 11/18/15 because PVPUSD informed that "testing was not complete". I was at the meeting with PVPUSD on 11/20/15. They stated that the testing WAS complete, however they decided to turn over the results to lawyers and conduct a more complete investigation of all the changes made by AYSO at the property. This is a minor point, but I think the correction is appropriate. I have notes from that meeting, PVPUSD never said testing was not yet complete; this is just wrong. To further correct, PVPUSD met with Ladera Linda and residents two times, first on 11/20/15. At the second meeting on 12/10/15, representatives from Seaview HOA, RPV and AYSO also were present. You state that approximately 1,100 cubic yards of fill was imported; how do you know this? Do you have any documentation to support this number as being the TOTAL amount of dirt imported to the site by AYSO/PVPUSD? How does this correlate to the aerial photos found on Google earth that clearly show 70-100 individuals truck dump piles? Also the earthen berm that was created with this dirt measures approximately 70'x 340'x 8'= 190,400 cu ft = approximately 7,051 cu yards! - and that is after it was compressed and compacted. How do you account was this inconsistency? This has been one of the long standing questions from our community. We really want documentation that comprehensively identifies how much dirt was imported and from where. Any documentation that you have and could share regarding this important issue would be greatly appreciated. Ladera Linda residents are tired of living next to over 7,000 cu yards of mystery dirt. Your report states that RPV filed a PRR for information on the issue, and at the recent Council meeting at least one member indicated that they had seen the memo from ALTA to PVPUSD with a summary of their results. And I know that another member of the public provided copies of that memo to the council that night. Yet you never mention this memo or what it revealed. That memo clearly states that ALTA found DDT and more importantly ASBESTOS, and that finding triggered SCAQMD Rule 1403! This is a glaring omission from your report. Why would you deliberately omit this crucial information? Why aren't you including this very important information which affects the health of anyone down wind or down hill of the dirt? You include second hand info from a local paper, the results from Leymaster testing, but not the ALTA test summary, severely biasing your report. I wonder what are your reasons for concealing this public health information, because you clearly do have have as your first priority informing or protecting the public. You should amend and re-release your report to include the findings contained in the ALTA test results memo. Otherwise you do a great disservice to the citizens you serve by creating a biased and incomplete report. Finally in considering options for the council to take, I believe you should focus on the health and safety of all the city's residents and the environment. When PVPUSD (or their lessee) uses their property in a manner that inflicts harm on nearby city property (the nature preserve and LL park) and nearby residents (Ladera Linda and Sea View) the city has an obligation to inform and protect them. That pile of dirt is not Vegas; what was put there does NOT stay there. Wind and water carry those contaminates off of the PVPUSD property and into other areas. Please reconsider your limited list of options through this lens; what options does the city have to protect it's property and the property and health of affected residents? Don't limit your options to controlling events at the site, but also options to enforce containment of any contaminants. If residents start getting lung disease from the asbestos, or if it starts to show up in water run off to neighbors yards or to the ocean, the city could be held partially liable. You need to consider this. What can the city do to enforce containment of contaminants, protect property and health of residents, and at the very least making sure that the city incurs zero risk exposure because of PVPUSD negligence. In summary please: • revise your report to include the crucial test summary information from ALTA, • correct the reason why PVPUSD stated they would not release ALTA test results as promised, • address the inconsistencies between your stated amount of imported dirt with the evidence, • make public any documents you have regarding the source and/or quantity of imported dirt • if necessary issue another PRR to obtain documents related to the source and quantity of the dirt, to include manifests, BOL receipts, trucking records, etc. • include additional options that focus on the protecting the property and health of RPV citizens Thank you for your time in reading my lengthy message. If you have any questions regarding the facts I provided please contact me. Sincerely, Sandy Valeri From: David Schack <�a rid.5ci ackaitaenviron.carn� Sent: Wednesday, Novern,5er 11: 201-5 7:21 ANI To: Lydia Cano Subject: results Lydia. Alta initially collected samples of soil located at the upper field at Ladera Linda. Based on follow-up discussions it cv�s octarmin c that the samples we coli:pec on t�e upp_rf� leo at Ladpra Linda nay not have beEn re resentativc Or the sub ect soil imported from the Terrance residentia' site. Portions of the subject soil imported from the Torrance site had also been imported to the District maintenance? yard. Based on this information Alta collected samples at the District maintenance yard on 11/2 and also revisited the Ladera Linda site that day as well. We received the results of the samples collected at the yard with the exception of the analysis of asbestos in soil -that analysis has to be completed by a different tab. The results for all analytes were in general very low. I need to have the results reviewed by my staff and compared to existing standards. One thing to note is that vie did detect tovj concew-ations o` -rj:) in the sof &.;r initial re':ie.: iridica`.es that the leve,:, detected %vFre belcw regu.atory guidelines s hcweve-, as a reieience p)'^,t, th? LALJSD l ould m -t aczzept this soil for import d -ie to the presence Of ariy dere table concer.t-atio s cf organochlorine p?s:icides. Please treat this information as preliminary until I can have it reviewed. Further, t:,e samples vihicn were initialiy collected at Ladera Linda were put on hold and some will exceed the hold time on 11%12. Based or+ oGservat'Gni made al' t'?= yarn! zind L -a der a Linda it 1ook3 @5 thou oil there are at Ieast tW3, likely more, so'�r��s c'f sol': on the upper field Soil' consistent with that, of the yard was observed at Lader Linda however it is unclear as toe wl:.;Ere t�-= b'jl o` that sail i; at this t m—,. it appears as though additional soil which contains various types of building debris and organic debris is present on tile upper field. Additional sampling and characterization of the soil is likely warranted. Also, as indicated I collected several samples ofthe miscellaneous building debris obsenjed to by present in the upper Field area which included sewer lines, stucco, roofing shingles and roofing with mastic. The sample with the roofing material and tsr was found to contain asbestos. Further, during our second site visit on November 2 1 observed additional suspect material inciuded floor tile debris with mastic. No Samples werE collected at tine tlrrhe as such samp!ing should be part of a larger invast;gation. The presance of bui"din,-j debrs vAth a br2stcis trigge s raq;;ir_ments under 5CAQN1D Rule 1403 which includes Completing a contamination assessmen:, development of clean-up plan and subsequently executing the pian. Un;il til access t ; t"'.a ::peer f el4c a, ea. ;0, it �..1'.I 1 . ' . .'i'i''i-I % +'CT.i''ii',iJ%?..'i'l'l •' '!.l';1'is :�'.,. _i ; ALTA ENVIR0 gTA'_ EXP eris to Red:,,:.: laur En;ira.h:-r":! tz! 17tf S o, a,_.y,�,�..s Ag. ti = O -4--J From: Kit Fox Sent: Monday, June 20, 2016 9:29 AM To: Gary Randall Cc: CC; CityManager; Sandy Valeri; ed hummel; Hildebrand Barry Subject: RE: June 21st City Council Discussion of Ladera Linda Fields Issues and Options Dear Mr. Randall: Thank you for your e-mail. It will be included as late correspondence at tomorrow night's meeting. Due to the on-going investigations, the City can neither obtain nor provide any more information about the status or duration of the DTSC and AQMD investigations than you are able to obtain. Kit Fox, AICP Citi) of Rancho Palos Verdes (510) 5.44.-5226 kitf@)mvca. ov From: Gary Randall [mailto:grapecon@cox.net] Sent: Saturday, June 18, 2016 9:28 AM To: Kit Fox <KitF@rpvca.gov> Cc: CC <CC@rpvca.gov>; CityManager <CityManager@rpvca.gov>; Sandy Valeri <smhvaleri@cox.net>; ed hummel <ecarloshum@gmail.com>; Hildebrand Barry <Bjhilde@aol.com> Subject: RE: June 21st City Council Discussion of Ladera Linda Fields Issues and Options Hello Kit: Thank you for the email and for the work you and your staff have done to put together this report. I would like to make two comments at this time: For the current specific situation of the soil that was imported to Ladera Linda Upper fields in April 2015, 1 believe option 3 is the most prudent. I seriously doubt the city can, or should, do anything in regards to the soil (like some of the other options propose) while the current investigation and lab testing is being performed. If the lab tests come back completely clean, then I think the soil should be left as is (with unsightly caution tape and plastic removed, of course). On the other hand, if the testing shows issues, then I would expect the City to be actively communicating and working with other involved government agencies to ensure the health and safety of residents and users of the area are protected. Regardless of the outcome of item #1, this entire fiasco has exposed a glaring hole in the operations of PVPUSD and the apparent lack of authority the City of RPV has over what PVPUSD does on their property. This is unacceptable. If a resident wants to make even the most mundane changes to his property, he/she is required to get a permit from the city. On the other hand, PVPUSD brought in 70-100 truckloads of untested soil, and graded that soil with heavy equipment, and the response to residents who complained was that , as provided under Government Code Section 53094(b) (Attachment A), PVPUSD was exempt from the City's land use and Zoning regulations. Residents complained about the import of the soil while it was happening, and the response from the city was that there was nothing they could do. I would suggest that the 1 J City of RPV needs to take a proactive role in better defining, or perhaps challenging and changing, these policies. If this would involve significant legal expense, that would need more discussion. I guess what I am asking here is that the city continue to consider options of what can be done to generally allow for more control over PVPUSD to help ensure a fiasco like the current one does not happen again in the future. As a follow up question, many residents have been patiently awaiting the results of DTSC, AQMD, and other agency testing of the soil. We realize there is an active investigation, but are wondering why it is taking so long for the soil to be tested and either a clean bill of health given to it, or at least some indication of any problems it may have and the timetable for cleanup. Is the city able to find out the general status of testing and when we might expect even some preliminary findings and recommendations? Regards Gary Randall Ladera Linda Resident RPV Resident for 44 years From: Kit Fox [mailto:KitF@rpvca.gov] Sent: Wednesday, June 15, 2016 5:29 AM To: bjhilde@aol.com; j135cooper yahoo.com; ecarloshum@gmail.com; grapecon@cox.net; smhvaleri@cox.net; thomash.smith(JIgmail.com; cvagnem'Icox.net; Kate.nash@me.com; jifleminc12000@yahoo,com; rgdewey@cox.net; lisadoll@mac.com; origamiq@gmail.com; Joe Tetherow; julyssa@aol.com; sbschurm@yahoo.com Cc: Gabriella Yap; Carla Morreale Subject: June 21st City Council Discussion of Ladera Linda Fields Issues and Options Dear Interested Party: On June 6th, the Rancho Palos Verdes City Council asked Staff to agendize a report regarding the City's options to address community concerns about the Ladera Linda Fields. The City Council will receive this report at its meeting on June 21st. The Staff report is available for review on the City's website at the following link: http://rpv.granicus.com/MetaViewer.php?view id=5&event id=719&meta id=27841 Please feel free to share this information with any Ladera Linda or Seaview neighbors whose e-mail addresses I don't have. Sincerely, Kit Fox Sr. Admin. Analyst City Manager's Office City of Rancho Palos Verdes DEMETRIOU, DEL GUERCIO, SPRINGER & FRANCIS, LLP ATTORNEYS AT LAW 915 WILSHIRE BLVD, SUITE 2000 LOS ANGELES, CALIFORNIA 90017 JEFFREY Z.S. SPRINGER STEPHEN A. DEL GUERCIO MICHAEL A. FRANCIS BRIAN D. LANGA JENNIFER T. TAGGART LESLIE M. DEL GUERCIO TAMMY M. J. HONG (21 3) 624-8407 FAX (21 3) 624-0174 WWW.DDSFFIRM.COM June 20, 2016 Via electronic mail (cc(&rpvcaxov) The Honorable Mayor Ken Dyda Mayor Pro Tem Brian Campbell Councilwoman Susan M. Brooks Councilman Jerry V. Duhovic Councilman Anthony M. Misetich City of Rancho Palos Verdes City Council 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 CHRIS G. DEMETRIOU (1915-1989) RONALD J. DEL GUERCIO (RETIRED) RICHARD A. DEL GUERCIO (RETIRED) SENDER'S EMAIL ADDRESS JTAGGART@DDSFFIRM.COM SENDER'S DIRECT LINE (213) 624-8407 EXT. 150 Re: City Council Meeting June 21, 2016 — Agenda Item #4 32201 Forrestal Drive (Ladera Linda Fields), Rancho Palos Verdes, California Dear Mayor Dyda and Members of the City Council: This letter is sent on behalf of the Palos Verdes American Youth Soccer Organization ("PV AYSO") in connection with Agenda Item #4 for the City of Rancho Palos Verdes City Council meeting on June 21, 2016 concerning the Ladera Linda fields. PV AYSO desires to provide information useful to the City Council and to answer questions that the City Council may have concerning various allegations of soil contamination at the Ladera Linda fields. PV AYSO urges the City Council to take no action on this item. However, PV AYSO would welcome City Council's assistance in resolving this situation as quickly as possible. PV AYSO is open to any recommendations from the City Council in achieving a satisfactory, quick resolution. PV AYSO values the health and safety of its players, volunteers and visitors to the fields and thus would not do anything to endanger their safety or health. Because the soccer program provides such a tremendous community service, PV AYSO would like to return to focusing on its soccer programs for the community youth as quickly as possible. PV AYSO leases soccer fields from the Palos Verdes Peninsula Unified School District ("PVPUSD") including the Ladera Linda soccer fields. While PV AYSO's relationship with PVPUSD started in 1968, PV AYSO has used the Ladera Linda soccer fields for approximately the last 17 years. PV AYSO itself is an all -volunteer non-profit entity that provides recreational Rancho Palos Verdes City Council June 20, 2016 Page 2 and competitive soccer programs for the children in the Palos Verdes Peninsula area. All of its money and resources are used for the benefit of the children and the schools. All 60 plus Board members, hundreds of coaches, and hundreds of referees are volunteers. PV AYSO has enrolled 2,500 kids in its fall program for boys and girls ages 4 to 19. PV AYSO charges only $145 for early registration. This is one of the lowest registration fees for any sport in the Palos Verdes Peninsula. Club soccer costs about $3,000 compared to PV AYSO's $145 fee. PV AYSO offers winter, spring, and summer programs as well as soccer camps. All programs are run by volunteers. PV AYSO charges only nominal fees for these programs (for example, $70 for winter soccer). PV AYSO provides improvements, donations and equipment to the schools and the fields. PV AYSO provides scholarships for high schools students and makes donations to the Peninsula Education Foundation. Additionally, PV AYSO collects used uniforms and equipment and donates them to less fortunate areas. At Ladera Linda, over the past 12 years, PV AYSO has spent over $1 million dollars to improve the area. PV AYSO develops, maintains, and pays for water and all expenses at Ladera. It is a huge expense and takes up a considerable portion of PV AYSO's budget. The Ladera Linda fields are PV AYSO's best and most popular fields. The Ladera Linda fields consist of the lower improved soccer fields, the upper improved soccer fields and the dirt plot area above the upper improved soccer fields. The complaint concerns the dirt plot area. The dirt plot area is located above the upper improved soccer fields, separated by a slope and an 8 foot high fence. The edge of the dirt plot area is approximately 20 feet upslope from the fence surrounding the upper soccer field, and the actual playing space of the soccer field inside the fence is at least another 20 feet. The dirt plot area is also separated from the street by a slope (uphill from the dirt plot to the street). The street is blocked off with a gate but lots of people — the City, PVPUSD, SCE and others — have the key. Also, the gate has been broken several times in the past year. The complaint concerns the importation of soils. PV AYSO has imported soils only one time in the last year and a half. On April 8 and 9 of 2015, PV AYSO imported some soils that it received for free for purposes of filling in holes on the fields, etc. (leveling fields). However, the imported soils were never used by PV AYSO at any field — the soils were stockpiled because there were complaints from the surrounding residential community about a number of issues. The complaints from the neighbors were filtered through social media, primarily Nextdoor.com and Facebook. After PV AYSO signed its extension with PVPUSD for the Ladera Linda fields, PV AYSO learned of various complaints through social media. The first complaint was that AYSO was installing lights at Ladera Linda, which wasn't true. At around the same time as the soil importation, SCE was at Ladera Linda working on improvements to the power poles. The second complaint was that AYSO was putting more power to its sprinkler system. This wasn't true. The third complaint was that AYSO was building a parking lot near Rancho Palos Verdes City Council June 20, 2016 Page 3 Upper Ladera. This complaint was false. PV AYSO never intended to build a parking lot and never informed anyone it was building a parking lot. There were complaints that AYSO was over -watering the Ladera fields. These complaints were inaccurate. In fact, AYSO reduced its water usage and also installed special drought tolerant soil in part of the Ladera Linda fields to reduce water usage. AYSO also paid to install this special soil at its own expense at other school district fields as requested by the school district. This was not related to the import of soils. There was also a complaint about a sign that PV AYSO placed. The sign was taken down. With respect to the importation of soils, PV AYSO obtained PVPUSD's approval prior to importing the soils in April of 2015. A school district representative inspected the dirt beforehand, and the school district itself obtained truckloads of the same dirt brought in to Ladera Linda for its own use to level and improve its fields (and not the Ladera Linda soccer fields). Later, after the complaints continued, PV AYSO met in person with a school district representative. PV AYSO was asked to provide a soil report to the school district about the dirt evidencing the site in Torrance from where the dirt was taken which was a residential lot. PV AYSO provided a copy of the geotechnical soil report to PVPUSD. PVPSUD told PV AYSO to rely on PVPUSD in their communications regarding the dirt. By letter dated November 20, 2015, PV AYSO received a letter from PVPUSD notifying PV AYSO that the neighbors had complained about the soil. There was a meeting at PVPUSD's offices on December 4 regarding the complaints. PVPUSD requested that PV AYSO retain an independent, qualified consultant to test the imported soils to respond to the neighbors' complaints. PVPUSD told PV AYSO that analyses of soils collected from the dirt plot area were clean. PV AYSO retained a qualified, independent environmental consultant, Leymaster Environmental ("Leymaster").1 Leymaster's report was provided to the PVPUSD and made available to the public. A copy is attached as Exhibit A and is referred to herein as the Leymaster Report. The soil analyses documented in the Leymaster Report show detections of various chemicals only at low levels, orders of magnitude below action levels. Leymaster did not find any evidence of construction or building debris at the dirt plot. Additionally, Leymaster did not find any evidence of debris present in the soils during the sample collection activities. Despite the Leymaster testing documenting that the soil is clean, complaints have continued about the source of the soils and alleged contamination in the soils. There have been insinuations that the soils came from multiple sites. This is not the case. PV AYSO obtained the imported soils from an excavation on April 8 and 9, 2015 at a residence (and not a commercial or industrial property) located at 5433 Sharynne Lane in Torrance, PV AYSO identified three qualified environmental consultants and let PVPUSD pick one of the three. PVPUSD selected Leymaster. Rancho Palos Verdes City Council June 20, 2016 Page 4 California. The trucking receipts show 85 loads and the trucking bills of lading are attached hereto as Exhibit B. There have been allegations that the soils were from an industrial site. This is not the case. The soils came from a residential lot, and the lot has been residential since its development according to land use and fire insurance records. There have been allegations that the soils contained asbestos. This is not the case. The soils were removed from an excavation which occurred after the demolition of a single story residential home and removal of all the construction debris. In accordance with the rules, regulations and requirements of South Coast Air Quality Management District ("SCAQMD") and City of Torrance, an asbestos survey of the improvements at the Sharynne Lane property was conducted prior to demolition. That survey identified the presence of certain roofing mastic and transite flue pipe containing non -friable asbestos, less than 100 square feet. A copy of the survey is attached as Exhibit C. All identified asbestos containing material ("ACM") was properly removed, abated and disposed of in accordance with applicable law, and a clearance was issued prior to the demolition of the existing buildings. A Certification of Removal documenting the clearance of ACM was issued by a duly licensed environmental firm on November 26, 2014. A copy of that Certification is attached as Exhibit D. There have been allegations that the soils were not handled in accordance with government requirements. This is not the case. The demolition of the structures was undertaken and the construction debris, certified as clean, was duly managed in accordance with the Construction Waste Management Plan for the site. A duly licensed contractor cleared the lot to the dirt. A copy of the proposal for this work is attached hereto as Exhibit E. After those activities, the soils were excavated under the supervision of the City of Torrance. The contractor provided the excavated fill soils, without any ACWM as certified in accordance with SCAQMD's rules, and without even any construction debris which was managed separately, to PV AYSO. The contractor recycled the soils pursuant to City of Torrance's requirements that 100% of excavated soils be recycled. A copy of the recycling agreement is attached as Exhibit F. Also attached collectively as Exhibit G are the receipts for the disposal of the construction material and green waste from 5433 Sharynne Lane for your information. PV AYSO imported clean soils from a residential site. Nevertheless, allegations continue that the soil is contaminated, without any evidence to support the allegation. There is misinformation that the imported fill materials were required to have been approved by the Department of Toxic Substances Control ("DTSC") prior to importation. It must be emphasized that there is no requirement for the Department of Toxic Substances Control to approve soils before the importation under these circumstances. PV AYSO undertook to have a qualified environmental consultant take samples and test the soil. The sampling collection activities and the analytical results are documented in the Leymaster Report. There are allegations that Leymaster did not collect a sufficient number of soil samples. This is incorrect. DTSC guidelines indicate that for 1,000 to 5,000 cubic yards of Rancho Palos Verdes City Council June 20, 2016 Page 5 imported fill material, 4 samples should be collected for the first 1,000 cubic yards, and 1 sample for every 500 cubic yards after. Los Angeles Unified School District ("LAUSD") guidelines for the import/export of fill soils are identical. Based upon 85 truckloads as documented in the bills of lading (there are generally 10 to 14 cubic yards of dirt in a truckload), Leymaster estimated the importation was approximately 1,100 cubic yards of material. Thus, in accordance with the applicable guidelines, Leymaster collected samples from 5 locations. There are also allegations that Leymaster did not sample for the "right" contaminants. Leymaster sampled for contaminants based upon the LAUSD guidelines for imported soils in Section 3.02(E)(1), as follows: • Discrete samples were analyzed for volatile organic compounds ("VOCs) and for total petroleum hydrocarbons ("TPH") as gasoline utilizing EPA Method 8260B/5035 • Composite samples were analyzed for TPH as diesel and oil utilizing EPA Method 8015M, polychlorinated biphenyls utilizing EPA Method 8082; semi -VOCs utilizing EPA Method 8270C; organochlorine pesticides utilizing EPA Method 8081A; organophosphorous pesticides (OPPs), utilizing EPA Method 8141A; chlorinated herbicides, utilizing EPA Method 8151A; CCR Title 22 (CAM 17) Metals utilizing EPA Method 6010B/7470A; Hexavalent Chromium utilizing EPA Method 7199; and Arsenic/Thallium, utilizing EPA Method 6020. Thus, as documented in the Leymaster Report, Leymaster collected the correct number of soil samples and performed the appropriate analyses using the correct analytical methodologies pursuant to and in accordance with the DTSC and LAUSD guidelines. The Leymaster Report reports that no contaminants were detected at any level of concern. There are allegations in social media that LAUSD would not have allowed the importation of these soils because of the detections of certain pesticides. PV AYSO believes that these allegations are based upon erroneous statements in an email from David Schack of ALTA Environmental to Lydia Cano at the PVPUSD provided in response to a California Public Records Act request. Specifically, in the email, Mr. Schack states that his initial review of ALTA's test results indicates that "LAUSD would not accept this oil for import due to the presence of any detectable concentrations of organochlorine pesticides." This statement is unequivocally wrong. LAUSD's guidelines for the import/export of materials are set forth in LAUSD Section 01-4524 Environmentallmport/Export Materials Testing dated October 2001 ("LAUSD Guidelines"). LAUSD Guidelines provide that upon the detection of certain chemicals above laboratory detection limits, the soils may be deemed defective and additional evaluation and analysis must occur. The further analysis is usually a comparison of the detection levels of the contaminant to health -based soil screening levels using the most sensitive (or most protective) standards, which is exactly what was done in this case. As documented in the Leymaster Report, for those organochlorine pesticides detected above laboratory detection limits (which are well below action levels), the detection levels were compared to the applicable residential CHHSLs. Rancho Palos Verdes City Council June 20, 2016 Page 6 CHHSL is an acronym for California Human Health Screening Level, and there are CHHSLs for the compounds based upon residential exposure. The CHHSLs have been developed by the Office of Environmental Health Hazard Assessment ("OEHHA"). They are concentration levels for various chemicals that OEHHA has determined to be below thresholds of concern for risks to human health. All of the detected organochlorine pesticides were well below the health -based CHHSLs. It must be emphasized that the detections are at least two orders of magnitude below the health risk threshold for any concern at all to sensitive receptors, and consistent with background levels. Thus, the soils most certainly could be used under DTSC and LAUSD guidelines. There have also been allegations that there is building debris present in the soils, and that the building debris contains asbestos. Leymaster walked the dirt plot prior to sampling and did not find any evidence of building debris present at the dirt plot. Leymaster did find evidence of trash present, consisting of water bottles, coffee cups, food wrappers, unwrapped condoms, and similar, but did not find any building debris. Furthermore, during the soil sampling collection activities, Leymaster did not find any evidence of building debris present in the soils. Mr. Schack's email indicates the presence of roofing material and tar containing asbestos. Based upon this description, such material is inconsistent with the ACM found and properly removed at Sharynne Lane. PV AYSO notes that the Sharynne Lane property had a wood roof. More importantly, the email notes that ALTA collected samples of the building debris. It appears that ALTA collected all the building debris and removed it from the dirt plot area because such building debris was not present during Leymaster's inspection and sampling. PV AYSO does not believe that any building debris came from the imported soils if such building debris was present. It is possible that it came from another source, including deposited by wind of stormwater, unintentionally deposited from a truck or other vehicle, intentional dumped, etc. Importantly, based upon PVPUSD's communications with SCAQMD, it is PV AYSO understands that ALTA did not detect any asbestos in the soils. PVPUSD's consultant reported that seven (7) soil samples were collected and analyzed for asbestos and other chemicals, and no asbestos was detected in the soil samples. It is further PV AYSO's understanding that ALTA collected pieces of debris from the surface and analyzed those for asbestos, and three of those samples indicated the presence of asbestos and only one of those three samples was assumed to have friable asbestos. Nevertheless, despite the fact that the soil is documented to be clean, at the direction of the SCAQMD, PVPUSD has placed signs, caution tape, orange safety cones and similar devices not only around the dirt plot but also on the upper improved soccer field. PV AYSO is not aware of any evidence or information that there is asbestos or ACM in the soil of the improved soccer field. PV AYSO is also not aware of any evidence or information that there is asbestos or ACM present in the soils of the dirt plot. PV AYSO has requested that the warning signage be removed as there is no hazard. PV AYSO understands that PVPUSD's current environmental consultant agrees. Rancho Palos Verdes City Council June 20, 2016 Page 7 The SCAQMD has refused to respond to PV AYSO or to meet with PV AYSO because of the ongoing investigation. PV AYSO does not believe that SCAQMD Rule 1403 (the subject of the Notice to Comply issued by SCAQMD to PVPUSD) applies. SCAQMD Rule 1403's purpose is "to specify work practice requirements to limit asbestos emissions from building demolition and renovation activities, .....[t]he requirements for demolition and renovation activities include... storage, disposal and landfilling requirements for asbestos -containing waste materials ("ACWM")." (SCAQMD Rule 1403(a).) The rule applies "to owners and operators of any demolition or renovation activity, and the associated disturbance of asbestos -containing material, any asbestos storage facility, or any active waste disposal site." (SCAQMD Rule 1403(b).) PV AYSO has not conducted any demolition or renovation activities on the Ladera Linda fields which disturbed any ACM. Demolition and renovation are specifically defined in Rule 1403. Specifically, "demolition" is defined as "the wrecking or taking out of any load - supporting structural member of facility and related handling operations or the intentional burning of any facility." (SCAQMD Rule 1403(c)(13).) The term "renovation" is defined as "the altering of a facility or the removing or stripping of one or more facility components in any way, including, but not limited to, the stripping or removal of ACM from facility components, retrofitting for fire protection, and the installation or removal of heating, ventilation, air conditioning (HVAC) systems. Activity involving the wrecking or taking out of load -supporting structural members are demolitions." (SCAQMD Rule 1403(c)(34).) No demolition or renovation activities have taken place on the dirt portion of the Ladera Linda Fields, the area identified by the SCAQMD. There are no structures at all on this portion of the Ladera Linda Fields. Moreover, the terms "demolition" and "renovation" both relate to facilities. SCAQMD Rule 1403(c)(18) defines "facility" as "any institutional, commercial, public, industrial or residential structure, installation, building; any ship; and any active waste disposal site." (SCAQMD Rule 1403(c)(18).) The dirt plot is not a "facility" within the meaning of SCAQMD Rule 1403. (Whether it is an "active waste disposal facility" is discussed below.) PV AYSO has not stored any ACWM on the Ladera Linda Fields. PV AYSO has not accepted or approved the storage of any ACWM. PV AYSO operates the soccer fields so that kids can play soccer. It is not engaged in the storage of ACWM. The soccer fields are also not "active waste disposal sites" within the meaning of SCAQMD Rule 1403(b). SCAQMD Rule 1403 defines an "active waste disposal site" as "any disposal site that receives, or has received or processed ACWM within the preceding 365 calendar days." (SCAQMD Rule 1403(c)(1).) PV AYSO is not and has not received or processed ACWM at any portion of the Ladera Linda Fields in the 365 days prior to the issuance of the NTC. The only possible activity that could potentially implicate SCAQMD Rule 1403 is the importation of soils early in 2015 for fill purposes. As previously explained, the fill soils were imported on April 8 and 9, 2015. Thus, the activity occurred more than 365 days before the NTC was issued. Moreover, the soils would have to be or contain ACWM to make them subject Rancho Palos Verdes City Council June 20, 2016 Page 8 to SCAQMD Rule 1403. SCAQMD Rule 1403 defines ACWM to be "any waste that contains commercial asbestos and that is generated by a source subject to the provisions of [Rule 1403]. ACWM includes, but is not limited to, ACM which is friable, has become friable, or has a high probability of becoming friable, or has been subject to sanding, grinding, cutting, or abrading, and the waste generated from its disturbance, such as asbestos waste from control devices, particulate asbestos material, asbestos slurries, bags or containers that previously contained asbestos, used asbestos -contaminated plastic sheeting and clothing, and clean-up equipment waste, such as cloth rags or mop heads." (SCAQMD Rule 1403(c)(6) (emphasis added).) As previously discussed, the imported soils were provided without any ACWM as certified in accordance with SCAQMD's own rules, and without even any construction debris which was managed separately, to PV AYSO. As documented, no demolition, removal or renovation (as those terms are defined in SCAQMD Rule 1403) activities involving ACWM occurred which impacted the soils brought to the site. Thus, PV AYSO has documented that the soils were clean fill soils appropriately sourced. The Ladera Linda soccer fields are critical to PV AYSO's program. The PV AYSO Board meets on June 22, 2016 to assign fields. The fall season kicks off the P week of August. Without knowing whether the Ladera Linda fields will be available, the PV AYSO cannot assign those fields at the Board meeting. The unavailability of the Ladera Linda fields creates a ripple effect. It will affect AYSO for the entire area for boys and girls who play AYSO for Palos Verdes, San Pedro, Central Torrance, South Torrance, North Torrance and West Torrance. These boys and girls use Upper Ladera for area play and now that they cannot use it, it will force the AYSO Area Director to scramble and look for fields, For the older kids, 95% of the fields simply cannot accommodate their field size. So, right now these players — typically 32 teams averaging 18 players a team — well over 500 players — have nowhere to play. PV AYSO has urged the DTSC, SCAQMD and PVPUSD to resolve this issue promptly, but have not received any meaningful response. If this City Council can assist with the resolution process, PV AYSO would be open to such involvement. /JTT Enclosures Very truly yours, cc: Kit Fox, Senior Administrative Analyst (via entail to kitf@rpvca.gov) EXHIBIT "A" LEYMASTER ENVIRONMENTAL CONSULTING, LLC SOILS REPORT (1,100 Cubic Yards) Upper Ladera Linda Park 32201 Forrestal Drive, Rancho Palos Verde, CA 90275 INTRODUCTION On December 14, 2015, at the request of PV AYSO, Leymaster Environmental Consulting, LLC (LEC) collected soil samples for laboratory analyses from approximately 1,100 cubic yards (CYs) of soil imported to Upper Ladera Linda Park in Ranch Palos Verde, CA 90275 (Figure 1 — Local Area Map). The approximately 1,100 cubic yards of soil are located on an undeveloped terrace above the existing soccer fields (Figure 1). Sampling was conducted in conformance with the Los Angeles Unified School District's (LAUSD) Section 01-4524 Environmental Import/Export Materials Testing guidelines dated October 1, 2011. Soil acceptance criteria are based on the LAUSD's Section 01-4524, California Human Health Screening Levels (CHHSLs) and USEPA Region IX Soil Screening Levels (SSLs). Based on the analytical results, the 1,100 CYs of soil sampled are acceptable for use at the Upper Ladera Linda Park. SAMPLE COLLECTION All samples were collected by Charles F. Lindeman, an Environmental Professional, REA-II No. 20251, under California's former Registered Environmental Assessor program. Based on Table 1 (Minimum Sampling Frequency) of Section 01-4524 Environmental Import/Export Materials Testing (LAUSD, October 1, 2011), five soil samples were collected and analyzed from the estimated 1,100 CYs. Four soil samples were collected from soils spread across an area approximately 70 feet by 350 feet (SS -1 through SS -4), and one soil sample (SS - 5) collected from approximately 75 CYs stockpiled at the western end of the terrace. Sampling Methodology To ensure representative sample results, both single -point, non-composited (SS -1 through SS -5) and three-point composited soil samples (SS -1 A -B -C through SS -5 A -B -C) were collected from locations spaced across the imported soils (Figure 2 — Soil Sample Locations). No blind duplicate sample was collected. 5500 East Atherton Street, Suite 210 • Long Beach, CA 90815 (562) 799-9866 • FAX (562) 799-1963 SOILS REPORT (1,100 CYs) Upper Ladera Linda Park 32201 Forrestal Drive, Rancho Palos Verde, CA 90275 December 23, 2015 Page 2 of 5 Soil samples collected for volatile organic compound ("VOC") analysis by EPA Method 8260B (i.e., SS -1 through SS -5) were collected in accordance with EPA Preparation Method 5035 using 25 -gram and 5 -gram En Core samplers. The single -point samples for VOCs analyses were collected from depths of approximately six to nine inches below ground surface (bgs) spaced across the area of the imported soils (Figure 2). Soil samples collected from for metals, petroleum hydrocarbons, Semi -VOCs, PCBs, pesticides and herbicides analyses (i.e., non -VOCs analyses) were collected into pre -cleaned, brass sleeves from depths of approximately six to nine inches bgs, two to three feet north ("A"), southeast (`B") and southwest ("C") of the single -point VOC sample locations. After collection, the ends of the brass sample sleeves were covered with Teflon sheets and plastic end caps affixed. All soil samples were properly labeled (e.g., SS -1-A, SS -1-B and SS -1-C) and sealed in plastic bags, placed in an ice -cooled container and immediately transported to Asset Laboratories (ELAP 2676) located at 11060 Artesia Boulevard, Suite C, Cerritos, CA 90703, for analysis. Standard Chain -of -Custody protocols were maintained on all samples. The Chain -of -Custody Record was initiated in the field by LEC. Each time responsibility for custody of the samples changed, the receiving and relinquishing custodians signed the record and recorded the date and time of transfer of the samples. The laboratory signed for the receipt of the samples and returned a copy of the Chain -of -Custody Record to LEC. The Laboratory Report of Analytical Results and Chain -of - Custody Record are contained in Attachment A. LABORATORY ANALYSES The soil samples were analyzed for the following based Part 3.02 (E) of the Los Angeles Unified School District's (LAUSD) Section 01-4524 Environmental Import/Export Materials Testing (October 2001): 1. Total Petroleum Hydrocarbons (TPH as diesel and oil) by EPA Method 8015M 2. VOCs and TPH-gasoline by EPA Method 8260B (EPA Preparation Method 5035) 3. Polychlorinated Biphenyls by EPA Method 8082 4. Semi -Volatile Organic Compounds (SVOCs) by EPA Method 8270C 5. Organochlorine Pesticides (OCPs) by EPA Method 8081A 6. Organophosphorus Pesticides (OPPs) by EPA Method 8141A 7. Chlorinated Herbicides by EPA Method 8151 A 8. Title 22 Metals by EPA Methods 6010B/7470B 9. Hexavalent Chromium by EPA Method 7199 10. Arsenic and Thallium by EPA Method 6020 SOILS REPORT (1,100 CYs) Upper Ladera Linda Park 32201 Forrestal Drive, Rancho Palos Verde, CA 90275 December 23, 2015 Page 3 of 5 DISCUSSION OF ANALYTICAL RESULTS Analytical results for all analyses performed on the 1,100 CYs of imported soils are tabulated in Table IA and Table 113 (Analytical Results for 1,100 CYs Soil) which follows the text of this report. The laboratory report of analytical results and Chain -of -Custody Record are contained in Attachment A. Total Petroleum Hydrocarbons Total Petroleum Hydrocarbons as gasoline (TPH-gas) were not detected in any soil sample. TPH-diesel were detected at a maximum concentration of 13 milligrams per kilogram (mg/kg or parts per million). TPH-oil were detected in at a maximum concentration of 22 mg/kg. There is no CHHSL for TPH. However, the maximum level of long -chain petroleum hydrocarbons (i.e., TPH-diesel and TPH-oil) present in soils considered acceptable for use at an LAUSD school site is 1,000 mg/kg. The detected maximum concentrations of TPH-diesel (13 mg/kg) and TPH-oil (22 mg/kg) are two orders of magnitude below the LAUSD's soil screening level of 1,000 mg/kg for long -chain petroleum hydrocarbons. Volatile Organic Compounds With the exception of low levels of benzene in a single soil sample (0.0056 mg/kg in SS -2), VOCs were not detected in any soil sample. The USEPA Region IX Soil Screening Level (SSL) for benzene in residential soils is 1.2 mg/kg. The detected concentration of benzene (0.0056 mg/kg) is three orders of magnitude below the Region IX SSL for benzene in residential soils. Semi -Volatile Organic Compounds Semi -Volatile Organic Compounds were not detected in any soil sample. Polychlorinated Biphepyls Polychlorinated Biphenyls ("PCBs") were not detected in any soil sample. Title 22 Metals With the exception of arsenic, all detected concentrations of Title 22 Metals are below their applicable CHHSL for residential soils. SOILS REPORT (1,100 CYs) Upper Ladera Linda Park 32201 Forrestal Drive, Rancho Palos Verde, CA 90275 December 23, 2015 Page 4 of 5 Arsenic was detected at a maximum concentration of 8.6 mg/kg. The Cal -EPA's Department of Toxic Substances Control (DTSC) has determined that the naturally occurring background level for arsenic in Southern California soils is 12 mg/kg. Therefore, the detected concentrations of arsenic (<8.6 mg/kg) are within levels determined to be acceptable for school use. Hexavalent chromium (Cr 6+) was detected in a single sample (SS -5 -ABC) at a concentration of 0.73 mg/kg. The detected concentration of hexavalent chromium (0.73 mg/kg) is two orders of magnitude below both the residential CHHSL of 17 mg/kg, and the LAUSD-specific soil screening level of 15 mg/kg for hexavalent chromium. Organo -Chlorine Pesticides Several organo -chlorine pesticides were detected at low levels. The types of organo -chlorine pesticides at the site were widely used in Southern California prior to being banned in the 1970s and 1980s; trace concentrations continue to be detected in soils throughout Southern Califorrnia. 4,4' - DDD was detected at a maximum concentration of 0.012 mg/kg; this is two orders of magnitude below the residential CHHSL of 2.3 mg/kg for 4,4' -DDD. 4,4' -DDE was detected at a maximum concentration of 0.06 mg/kg; this is two orders of magnitude below the residential CHHSL of 1.6 mg/kg for 4,4' -DDE. 4,4' -DDT was detected at a maximum concentration of 0.022 mg/kg; this is two orders of magnitude below the residential CHHSL of 1.6 mg/kg for 4,4' -DDT. Dieldrin was detected at a maximum concentration of 0.0024 mg/kg; this is an order of magnitude below the residential CHHSL of 0.035 mg/kg for Dieldrin. Total Chlordane was detected at a maximum concentration of 0.055 mg/kg; this is an order of magnitude below the residential CHHSL of 0.43 mg/kg for Total Chlordane. Organo -Phosphorus Pesticides Organo -phosphorus pesticides were not detected in any soil sample. Chlorinated Herbicides Chlorinated herbicides were not detected in any soil sample. SOILS REPORT (1,100 CYs) Upper Ladera Linda Park 32201 Forrestal Drive, Rancho Palos Verde, CA 90275 December 23, 2015 Page 5 of 5 DATA VALIDATION Matrix Spikes (MS) and Matrix Spike Duplicates (MSD) for several analyses were outside recovery criteria for some analytes due to matrix interference. However, the associated Laboratory Control Sample (LCS) recoveries were within acceptable recovery limits. The QA/QC data for the 1,100 CYs' laboratory results did not reveal discrepancies or items of concern that would render the analytical data individually or collectively unusable for soil classification or risk/hazard assessment purposes. CONCLUSIONS Based on the analytical results, the 1,100 CYs of soil sampled are acceptable for use at the Upper Ladera Linda Park. Charles F. Lindeman Environmental Professional 11) ti O O cn V O O i T" Y d r L CL JO O a N N J 0 O Q R V r J a Q Q 1 � Q N r L W p J LL m N N M co co co OL O O O O Zx� z z z z z O A E �aCrta ❑ ❑ ❑ ❑ ❑ Z Z Z Z z O H O O O O M 10 10 M �o \D M �o \D M �o �D � � �I � ri ti❑ N ti ti O Q N ti ti a N ti ti❑ N ti ti a O Op p 0� O O p p O p p O p V O p t Opp v p O p v O p O V O p O V �Qi a O o cs a cs 0 (0 ,It 0 LO Lo 0 N co 0 O C14 0 N C4 w O m m u� in O (D N Lf) N 7 p m O O N in O O V in O 0 0 r W O rn �p O O N 0 0 O O rn O O m O O 'y. h O i b 0 N N p 0 O O O O i o �, O 0 O O i o o O O O o o 00 00 D N p 0 O O o o 2 b O � o 0 C) 0 C) 0 a) o O D O O a) o 0 0 a) 0 p C) C) a) 00 X V °° m N N -O C c m N D W I- 'O c m N N' O W F- -O C c m N W F -o c m W F -oo c O ❑ O -@o D D .S O Q D O a -moo `o 0 0 '2 o 'O o o ;;tU.CL Q�Q-`or o o ���t o ODQr o o ULU pQQt o UvL y -F° �TIT'tNUvL vvvo �> �ULL 11 m m i m a m o 0 0 v`tv 6> 0 vvv 0 ova 0 c .N N N ^� (6 (6 (6 (6 (6 O o Com) Oro O O O O O Z Z Z Z Z a= =o U Q 0> h p 0 p 0 p 0 p 0 p 0 0 a) N .p (J O O O O p 0 0 O O O O J tz p rz) 8) VJ p m L O 0^Lm . zZ > m 7 U h OYJ 'f'i 0 Z i N Z N Z O] 0) 2 G� fA Vm) O -_ Z -) m O co O m O M Fy O) "O O 'O LD LD LD O "O N O U E ti T a o 0 o U ^ 0 c6 c6 c6 c0 c6 U r N L O L O L O L O L O °oQ a 00 U z z z z z w w U)W r m O d 17 N O J c) E Y U R OJ C N C m O (n .2 n E z Zu Nt U C pq ZnN C, C r Cq > () -O m m m N `m m m !C J U (NO O N Q Y = c E to 0 a (o (6 co U 0 O= E OP U x L cD LO L L L (nC m >U) \� y� O ❑ ❑ ❑ U) m 0) E E z •�. Z Z Z � 'L- O .c: m m O .- N U O` N c O N W �_ U U U V V m m "' m Cl) m le m "' Q m 0 C m o A a a Q Q dQ o mZ N M V L? C/1 N in N Ch n f n fn U) o O o 11 f Qdcn N cn cn Q oo UQ Z 1- TABLE 1B - Analytical Results for 1,100 CYs Soil Upper Ladera Linda Park 32201 Forrestal Drive, Ranch Palos Verde, CA 90275 Page 2 of 2 Title 22 Metals SS -1 ABC (mg/kg) SS -2 ABC (mg/kg) SS -3 ABC (mg/kg) SS -4 ABC (mg/kg) SS -5 ABC (mg/kg) Applicable OEHHA CHHSLs (mg/kg) Antimony ND ND ND ND ND 8.6 30 Arsenic 2.8 4.4 2.7 2.9 12A Barium 58 140 52 65 450 5,200 Beryllium Cadmium Chromium Hex Chrome ND ND 11 ND ND ND ND 9.5 ND ND ND 16 1.7 100,000 15B ND 22 ND 1.1 38 12 ND ND 0.73 Cobalt 3 7.7 2.7 3.2 9.9 660 Copper 8.5 18 7.9 7.7 33 3,000 Lead 5.6 14 6 7 6.7 80 Mercury ND ND ND ND ND 18 Molybdenum ND ND ND ND ND 380 Nickel 8.6 29 6.9 9.1 35 1,600 Selenium ND ND ND ND 2 380 Silver ND ND ND ND ND 380 Thallium ND ND ND ND ND 5 Vanadium 18 42 15 19 60 530 Zinc 28 58 29 29 86 23,000 All concentrations in milligrams per kilogram (mg/kg) or parts per million (ppm). CHHSLs = CA Human Health Screening Levels. ND = Not Detected. A = Cal -EPA DTSC-determined, naturally occurring background concentration of arsenic in Southern CA soils. B = LAUSD Section 01-4524 school -use Soil Screening Level (SSL) for hexavalent chromium. MANE �N Q E L CD a OcyCD '' CASILINA GOA p0 �0 O S o HAWKSM p� GPNP o d �PG�E pVEN 2 ey M M o o 312 GZ� I? CVD 0 M0l 3 00 O � �C� o 0 w o09 cYp o � I</ �o�� 311089N � y300 O Q� cn OOZZ�, PQ'- ba s�id� 0�R F, �..- oo�Zs �4 00 �o �c a� o 0 Qf Q V �d wi3H oCVD `y0 CO 7d pj y p b n U.o M LL w N s 4Q ;'moo �Wl�l o� co CV M W L CD a OcyCD '' CASILINA GOA p0 �0 O S o HAWKSM p� GPNP o d �PG�E pVEN 2 ey M M o o 312 GZ� I? CVD 0 M0l 3 00 O � �C� o 0 w o09 cYp o � I</ �o�� 311089N � y300 O Q� cn OOZZ�, PQ'- ba s�id� 0�R F, �..- oo�Zs �4 00 �o �c a� o 0 Qf Q V �d wi3H oCVD `y0 CO 7d pj y p b n U.o M LL w N s 4Q ;'moo �Wl�l o� N co N 0 rn U) C- CU CU U a ) co0 Q O � 0 C OU co N co N 0 rn 0 N 65 Je FEET A (approx.) � SS -4 SS -5 O SS -3 SS -2 gg_1 occe'r Fields LEYMASTER ENVIRONMENTAL CONSULTING, LLC 5500 East Atherton Street, Suite 210 Long Beach, California 90815 Phone: (562) 799-9866 Fax: (562) 799-1963 LEGEND SS -1 Soil Sample Location and Identification OStockpiled Soil All Locations Approximate SOIL SAMPLE LOCATIONS Upper Ladera Linda Park 32201 Forrestal Drive Rancho Palos Verde, CA 90275 FIGURE 2 1 DECEMBER 23, 2015 ATTACHMENT A Laboratory Report of Analytical Results and Chain -of -Custody Record December 18, 2015 Charles F. Lindeman Leymaster Environmental Consulting, LLC 5500 East Atherton Street, Suite210 Long Beach, CA 90815 TEL: (562) 799-9866 FAX: (562) 799-1963 RE: Upper Ladera Linda Park Attention: Charles F. Lindeman CA-ELAP No.: 2676 NV Cert. No.:NV-00922 Workorder No.: NO18013 Enclosed are the results for sample(s) received on December 15, 2015 by ASSET Laboratories . The sample(s) are tested for the parameters as indicated in the enclosed chain of custody in accordance with the applicable laboratory certifications. Thank you for the opportunity to service the needs of your company. Please feel free to call me at (702) 307-2659 or Molky Brar at (562)-881-3622 if we can be of further assistance to your company. Sincerely, 1. Molky Brar Project Manager 1--O� Glen Gesmundo QA Manager t C CALIFORNIA NEVADA qW(ASSET LABORATORIES 3151 W. Post Rd., Las Vegas, NV 89118 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 r P: 562.219.7435 F: 562.219.7436 P: 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 01 of 77 ASSET Laboratories Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Project: Upper Ladera Linda Park CASE NARRATIVE Lab Order: NO 18013 SAMPLE RECEIVING/GENERAL COMMENTS: Sample was received intact with proper chain of custody documentation. Cooler temperature and sample preservation were verified upon receipt of samples if applicable. Information on sample receipt conditions including discrepancies can be found in attached Sample Receipt Checklist Form. Sample was analyzed within method holding time. Subcontracted Analyses: EPA 8141 and 8151 analyses were subcontracted to BC Labs. Analytical Comments for EPA 6010B: Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria on QC samples N018016 -012A -MS and N018016 -012A -MSD possibly due to matrix interference. The associated Laboratory Control Sample (LCS) recovery was acceptable. Analytical Comments for EPA 8081: Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria for some analytes on QC samples NO18013-005A-MS and NO 1 8013 -005A -MSD possibly due to matrix interference. The associated Laboratory Control Sample (LCS) recovery was acceptable. Analytical Comments for EPA 8082: Matrix Spike (MS) and Matrix Spike Duplicate (MSD) are outside recovery criteria on QC samples N017913 -00213 -MS and N017913 -00213 -MSD possibly due to matrix interference. The associated Laboratory Control Sample (LCS) recovery was acceptable. Analytical Comments for EPA 8270C: Results were J -Flag. "J" is used to flag those results that are between the PQL (Practical Quantitation Limit) and the calculated MDL (Method Detection Limit). Results that are "J" Flagged are estimated values since it becomes difficult to accurately quantitate the analyte near the MDL.. CALIFORNIA 1 .®A3 of 71 ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 u vn cu w� uerm cess eNviaon+nn r� oiooies P P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 02 of 77 CLIENT: Leymaster Environmental Consulting, LLC Project: Upper Ladera Linda Park CASE NARRATIVE Lab Order: NO 18013 Some analytes were reported ND with dilution on samples. Dilution was necessary due to associated internal standard not meeting method criteria possibly due to matrix interference. CALIFORNIA IvA� of 71 ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 u vn cu w� uerm cess eNviaon+nn r� oiooies P P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 03 of 77 ASSET Laboratories CLIENT: Project: Lab Order: Contract No: Leymaster Environmental Consulting, LLC Upper Ladera Linda Park NO 18013 Lab Sample ID Client Sample ID N018013-OOIA SSI Soil N018013-OOIB SSI 12/18/2015 N018013-OOIC SSI 12/15/2015 NOI8013-001D SSI 12/14/2015 9:15:00 AM N018013 -001E SSI Soil N018013 -002A SSI -A 12/18/2015 N018013 -003A SSI -B 12/15/2015 NOI8013-004A SSI -C 12/14/2015 9:10:00 AM N018013 -005A SSI-A,B,C composite N018013 -005B SS1-A,B,C composite N018013 -006A SS2 12/15/2015 N018013 -006B SS2 12/15/2015 N018013 -006C SS2 Soil N018013 -006D SS2 12/18/2015 N018013 -006E SS2 12/15/2015 N018013 -007A SS2-A 12/14/2015 9:45:00 AM N018013 -008A SS2-B Soil N018013 -009A SS2-C 12/18/2015 N018013-OIOA SS2-A,B,C composite N018013-OIOB SS2-A,B,C composite NO18013-011A SS3 Soil N018013 -011B SS3 12/18/2015 N018013 -011C SS3 12/15/2015 N018013-OIID SS3 12/14/2015 9:49:00 AM N018013 -011E SS3 Soil N018013 -012A SS3-A 12/18/2015 N018013 -013A SS3-B 12/15/2015 N018013 -014A SS3-C 12/14/2015 10:00:00 AM N018013 -015A SS3-A,B,C composite Date: 18 -Dec -15 Work Order Sample Summary Matrix Collection Date Date Received Date Reported Soil 12/14/2015 9:15:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:15:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:15:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:15:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:15:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:10:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:11:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:12:00 AM 12/15/2015 12/18/2015 Soil 12/15/2015 12/15/2015 12/18/2015 Soil 12/14/2015 12/15/2015 12/18/2015 Soil 12/14/2015 9:45:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:45:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:45:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:45:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:45:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:47:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:48:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:49:00 AM 12/15/2015 12/18/2015 Soil 12/15/2015 12/15/2015 12/18/2015 Soil 12/14/2015 12/15/2015 12/18/2015 Soil 12/14/2015 10:00:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 10:00:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 10:00:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 10:00:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 10:00:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:57:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:58:00 AM 12/15/2015 12/18/2015 Soil 12/14/2015 9:59:00 AM 12/15/2015 12/18/2015 Soil 12/15/2015 12/15/2015 12/18/2015 CALIFORNIA Page 1 OVEYAOA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 u vn cu w� uerm cess eNviaon+nn r� oiooies P P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 04 of 77 CLIENT: Project: Lab Order: Contract No: Leymaster Environmental Consulting, LLC Upper Ladera Linda Park NO 18013 Lab Sample ID Client Sample ID Matrix N018013 -015B SS3-A,B,C composite N018013 -016A SS4 N018013 -016B SS4 N018013 -016C SS4 N018013 -016D SS4 N018013 -016E SS4 N018013 -017A SS4-A N018013 -018A SS4-B N018013 -019A SS4-C N018013 -020A SS4-A,B,C composite N018013 -020B SS4-A,B,C composite N018013 -021A SS5 N018013 -021B SS5 N018013 -021C SS5 N018013 -021D SS5 N018013 -021E SS5 N018013 -022A SS2-A N018013 -023A SS2-B N018013 -024A SS5-C N018013 -025A SS5-A,B,C composite N018013 -025B SS5-A,B,C composite Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Soil Work Order Sample Summary Collection Date 12/14/2015 12/14/2015 10:15:00 AM 12/14/2015 10:15:00 AM 12/14/2015 10:15:00 AM 12/14/2015 10:15:00 AM 12/14/2015 10:15:00 AM 12/14/2015 10:16:00 AM 12/14/2015 10:17:00 AM 12/14/2015 10:10:00 AM 12/15/2015 12/14/2015 12/14/2015 10:35:00 AM 12/14/2015 10:35:00 AM 12/14/2015 10:35:00 AM 12/14/2015 10:35:00 AM 12/14/2015 10:35:00 AM 12/14/2015 10:36:00 AM 12/14/2015 10:37:00 AM 12/14/2015 10:38:00 AM 12/15/2015 12/14/2015 Date Received Date Reported ASSET LABORATORIES CALIFORNIA ...ncuw�w=s� wcesra eNviaonmA �u oioaies 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 05 of 77 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 12/15/2015 12/18/2015 Page 2 ol1EYADA 3151 W. Post Rd., Las Vegas, NV 89118 P: 702.307.2659 F: 702.307.2691 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI Lab Order: NO 18013 Collection Date: 12/14/2015 9:15:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-001 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A 1,1,1,2 -Tetrachloroethane 1,1,1-Trich loroetha ne 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4 -Tri methyl benzene 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5 -Tri methyl benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chlorotoluene 4-Chlorotoluene 4-Isopropyltoluene Benzene Bromobenzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1.2-Dichloroethene QC Batch: R15VSO48 EPA 8260B PrepDate: ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 10 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 52 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 12/17/2015 Analyst: QBM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM 12/16/2015 11:20 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 06 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI Lab Order: NO 18013 Collection Date: 12/14/2015 9:15:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-001 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A OC Batch cis-1,3-Dichloropropene Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethylbenzene Freon -1 13 Hexachlorobutadiene Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Butylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene tert-Butyl benzene Tetrachloroethene Toluene trans-1,2-Dichloroethene Trichloroethene Trichlorofluoromethane Vinyl chloride Surr: 1,2-Dich loroethane-d4 Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: Toluene -d8 GASOLINE RANGE ORGANICS BY GC/FID EPA 8260B R15VSO48 PrepDate: 12/17/2015 Analyst: QBM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 10 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM ND 5.2 pg/Kg 1 12/16/2015 11:20 PM 123 75-140 %REC 1 12/16/2015 11:20 PM 98.2 73-128 %REC 1 12/16/2015 11:20 PM 118 78-133 %REC 1 12/16/2015 11:20 PM 107 80-120 %REC 1 12/16/2015 11:20 PM EPA 8015B RunID: GC4_151216A QC Batch: E15VS144 PrepDate: 12/16/2015 Analyst: QBM GRO ND 1.0 mg/Kg 1 12/16/2015 02:05 PM Surr: Chlorobenzene - d5 82.6 46-154 %REC 1 12/16/2015 02:05 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 07 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-005 Analyses Result PQL Qual Units DF Date Analyzed DIESEL & MOTOR OIL RANGE ORGANICS BY GC/FID EPA 3550B RunID: GC3 151215E QC Batch: 55428 DRO 11 10 ORO 14 10 Surr: p-Terphenyl 93.7 38-152 ORGANOCHLORINE PESTICIDES BY GC/ECD EPA 3550B RunID: GC8_151216B 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin alpha -BHC alpha -Chlordane beta -BHC Chlordane delta -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone gamma -BHC gamma -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Surr: Tetrachloro-m-xylene Surr: Decachlorobiphenyl PCBS BY GC/ECD RunID: GC7 151216A Aroclor 1016 Aroclor 1221 QC Batch: 55435 EPA 8015B PrepDate: 12/15/2015 Analyst: MDM mg/Kg 1 12/17/2015 12:52 AM mg/Kg 1 12/17/2015 12:52 AM %REC 1 12/17/2015 12:52 AM EPA 8081A PrepDate: ND 2.0 pg/Kg 1 10 2.0 pg/Kg 1 14 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 5.8 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 46 8.5 pg/Kg 1 ND 1.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 5.8 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 8.5 pg/Kg 1 ND 85 pg/Kg 1 64.7 26-120 %REC 1 58.2 31-131 %REC 1 EPA 3550B EPA 8082 QC Batch: 55435 PrepDate: ND 17 pg/Kg ND 33 pg/Kg 12/16/2015 Analyst: MDM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 04:26 PM 12/16/2015 Analyst: MDM 1 12/16/2015 03:26 PM 1 12/16/2015 03:26 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 08 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dee -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-005 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC7_151216A QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM Aroclor 1232 ND 17 Ng/Kg 1 12/16/2015 03:26 PM Aroclor 1242 ND 17 Ng/Kg 1 12/16/2015 03:26 PM Aroclor 1248 ND 17 pg/Kg 1 12/16/2015 03:26 PM Aroclor 1254 ND 17 Ng/Kg 1 12/16/2015 03:26 PM Aroclor 1260 ND 17 pg/Kg 1 12/16/2015 03:26 PM Surr: Decachlorobiphenyl 107 34-147 %REC 1 12/16/2015 03:26 PM Surr: Tetrachloro-m-xylene 78.0 30-118 %REC 1 12/16/2015 03:26 PM HEXAVALENT CHROMIUM BY IC EPA 3060A EPA 7199 RunID: IC1_151216A QC Batch: 55429 PrepDate: 12/15/2015 Analyst: RB Hexavalent Chromium ND 0.20 mg/Kg 1 12/16/2015 07:53 PM TOTAL MERCURY BY COLD VAPOR TECHNIQUE EPA 7471A RunID: AA1_151218A QC Batch: 55439 PrepDate: 12/16/2015 Analyst: CEI Mercury ND 0.10 mg/Kg 1 12/18/2015 10:14 AM TOTAL METALS BY ICP EPA 3050B EPA 6010B RunID: ICP2_151216E QC Batch: 55425 PrepDate: 12/15/2015 Analyst: CEI Antimony ND 2.0 mg/Kg 1 12/16/2015 10:31 PM Barium 58 1.0 mg/Kg 1 12/16/2015 10:31 PM Beryllium ND 1.0 mg/Kg 1 12/16/2015 10:31 PM Cadmium ND 1.0 mg/Kg 1 12/16/2015 10:31 PM Chromium 11 1.0 mg/Kg 1 12/16/2015 10:31 PM Cobalt 3.0 1.0 mg/Kg 1 12/16/2015 10:31 PM Copper 8.5 2.0 mg/Kg 1 12/16/2015 10:31 PM Lead 5.6 1.0 mg/Kg 1 12/16/2015 10:31 PM Molybdenum ND 1.0 mg/Kg 1 12/16/2015 10:31 PM Nickel 8.6 1.0 mg/Kg 1 12/16/2015 10:31 PM Selenium ND 1.0 mg/Kg 1 12/16/2015 10:31 PM Silver ND 1.0 mg/Kg 1 12/16/2015 10:31 PM Vanadium 18 1.0 mg/Kg 1 12/16/2015 10:31 PM Zinc 28 1.0 mg/Kg 1 12/16/2015 10:31 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 09 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: Is -Dee -Is CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-005 Analyses Result PQL Qual Units DF Date Analyzed TOTAL METALS BY ICPMS EPA 3050B EPA 6020 RunID: ICP7_151216C QC Batch: 55453 PrepDate: 12/16/2015 Analyst: CEI Arsenic 2.8 0.50 mg/Kg 1 12/16/2015 10:28 PM Thallium ND 0.25 mg/Kg 1 12/16/2015 10:28 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 10 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2 Lab Order: NO 18013 Collection Date: 12/14/2015 9:45:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-006 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A 1,1,1,2 -Tetrachloroethane 1,1,1-Trich loroetha ne 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4 -Tri methyl benzene 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5 -Tri methyl benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chlorotoluene 4-Chlorotoluene 4-Isopropyltoluene Benzene Bromobenzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1.2-Dichloroethene QC Batch: R15VSO48 EPA 8260B PrepDate: ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 10 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 52 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 5.6 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 ND 5.2 pg/Kg 1 12/17/2015 Analyst: QBM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM 12/16/2015 11:46 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 11 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2 Lab Order: NO 18013 Collection Date: 12/14/2015 9:45:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-006 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A OC Batch cis-1,3-Dichloropropene Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethylbenzene Freon -1 13 Hexachlorobutadiene Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Butylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene tert-Butyl benzene Tetrachloroethene Toluene trans-1,2-Dichloroethene Trichloroethene Trichlorofluoromethane Vinyl chloride Surr: 1,2-Dich loroethane-d4 Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: Toluene -d8 GASOLINE RANGE ORGANICS BY GC/FID EPA 8260B R15VSO48 PrepDate: 12/17/2015 Analyst: QBM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 10 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM ND 5.2 pg/Kg 1 12/16/2015 11:46 PM 129 75-140 %REC 1 12/16/2015 11:46 PM 96.9 73-128 %REC 1 12/16/2015 11:46 PM 121 78-133 %REC 1 12/16/2015 11:46 PM 105 80-120 %REC 1 12/16/2015 11:46 PM EPA 8015B RunID: GC4_151216A QC Batch: E15VS144 PrepDate: 12/16/2015 Analyst: QBM GRO ND 1.0 mg/Kg 1 12/16/2015 02:38 PM Surr: Chlorobenzene - d5 70.5 46-154 %REC 1 12/16/2015 02:38 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 12 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-010 Analyses Result PQL Qual Units DF Date Analyzed DIESEL & MOTOR OIL RANGE ORGANICS BY GC/FID EPA 3550B RunID: GC3 151215E QC Batch: 55428 DRO 13 10 ORO 22 10 Surr: p-Terphenyl 92.0 38-152 ORGANOCHLORINE PESTICIDES BY GC/ECD EPA 3550B RunID: GC8_151216B 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin alpha -BHC alpha -Chlordane beta -BHC Chlordane delta -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone gamma -BHC gamma -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Surr: Tetrachloro-m-xylene Surr: Decachlorobiphenyl PCBS BY GC/ECD RunID: GC7 151216A Aroclor 1016 Aroclor 1221 QC Batch: 55435 EPA 8015B PrepDate: 12/15/2015 Analyst: MDM mg/Kg 1 12/17/2015 01:18 AM mg/Kg 1 12/17/2015 01:18 AM %REC 1 12/17/2015 01:18 AM EPA 8081A PrepDate: 12 2.0 pg/Kg 1 15 2.0 pg/Kg 1 51 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 7.0 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 55 8.5 pg/Kg 1 ND 1.0 pg/Kg 1 2.4 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 8.6 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 8.5 pg/Kg 1 ND 85 pg/Kg 1 63.3 26-120 %REC 1 59.6 31-131 %REC 1 EPA 3550B EPA 8082 QC Batch: 55435 PrepDate: ND 17 pg/Kg ND 33 pg/Kg 12/16/2015 Analyst: MDM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 04:49 PM 12/16/2015 Analyst: MDM 1 12/16/2015 03:49 PM 1 12/16/2015 03:49 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 13 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dee -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-010 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC7_151216A QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM Aroclor 1232 ND 17 Ng/Kg 1 12/16/2015 03:49 PM Aroclor 1242 ND 17 Ng/Kg 1 12/16/2015 03:49 PM Aroclor 1248 ND 17 pg/Kg 1 12/16/2015 03:49 PM Aroclor 1254 ND 17 Ng/Kg 1 12/16/2015 03:49 PM Aroclor 1260 ND 17 pg/Kg 1 12/16/2015 03:49 PM Surr: Decachlorobiphenyl 104 34-147 %REC 1 12/16/2015 03:49 PM Surr: Tetrachloro-m-xylene 81.7 30-118 %REC 1 12/16/2015 03:49 PM HEXAVALENT CHROMIUM BY IC EPA 3060A EPA 7199 RunID: IC1_151216A QC Batch: 55429 PrepDate: 12/15/2015 Analyst: RB Hexavalent Chromium ND 0.20 mg/Kg 1 12/16/2015 08:15 PM TOTAL MERCURY BY COLD VAPOR TECHNIQUE EPA 7471A RunID: AA1_151218A QC Batch: 55439 PrepDate: 12/16/2015 Analyst: CEI Mercury ND 0.10 mg/Kg 1 12/18/2015 10:17 AM TOTAL METALS BY ICP EPA 3050B EPA 6010B RunID: ICP2_151216E QC Batch: 55425 PrepDate: 12/15/2015 Analyst: CEI Antimony ND 2.0 mg/Kg 1 12/16/2015 10:37 PM Barium 140 1.0 mg/Kg 1 12/16/2015 10:37 PM Beryllium ND 1.0 mg/Kg 1 12/16/2015 10:37 PM Cadmium ND 1.0 mg/Kg 1 12/16/2015 10:37 PM Chromium 22 1.0 mg/Kg 1 12/16/2015 10:37 PM Cobalt 7.7 1.0 mg/Kg 1 12/16/2015 10:37 PM Copper 18 2.0 mg/Kg 1 12/16/2015 10:37 PM Lead 14 1.0 mg/Kg 1 12/16/2015 10:37 PM Molybdenum ND 1.0 mg/Kg 1 12/16/2015 10:37 PM Nickel 29 1.0 mg/Kg 1 12/16/2015 10:37 PM Selenium ND 1.0 mg/Kg 1 12/16/2015 10:37 PM Silver ND 1.0 mg/Kg 1 12/16/2015 10:37 PM Vanadium 42 1.0 mg/Kg 1 12/16/2015 10:37 PM Zinc 58 1.0 mg/Kg 1 12/16/2015 10:37 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 14 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: Is -Dee -Is CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-010 Analyses Result PQL Qual Units DF Date Analyzed TOTAL METALS BY ICPMS EPA 3050B EPA 6020 RunID: ICP7_151216C QC Batch: 55453 PrepDate: 12/16/2015 Analyst: CEI Arsenic 4.4 0.50 mg/Kg 1 12/16/2015 10:34 PM Thallium ND 0.25 mg/Kg 1 12/16/2015 10:34 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 15 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3 Lab Order: NO 18013 Collection Date: 12/14/2015 10:00:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-011 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A 1,1,1,2 -Tetrachloroethane 1,1,1-Trich loroetha ne 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4 -Tri methyl benzene 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5 -Tri methyl benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chlorotoluene 4-Chlorotoluene 4-Isopropyltoluene Benzene Bromobenzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1.2-Dichloroethene QC Batch: R15VSO48 EPA 8260B PrepDate: ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 9.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 49 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 ND 4.9 pg/Kg 1 12/17/2015 Analyst: QBM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM 12/17/2015 12:11 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 16 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3 Lab Order: NO 18013 Collection Date: 12/14/2015 10:00:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-011 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A OC Batch cis-1,3-Dichloropropene Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethylbenzene Freon -1 13 Hexachlorobutadiene Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Butylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene tert-Butyl benzene Tetrachloroethene Toluene trans-1,2-Dichloroethene Trichloroethene Trichlorofluoromethane Vinyl chloride Surr: 1,2-Dich loroethane-d4 Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: Toluene -d8 GASOLINE RANGE ORGANICS BY GC/FID EPA 8260B R15VSO48 PrepDate: 12/17/2015 Analyst: QBM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 9.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM ND 4.9 pg/Kg 1 12/17/2015 12:11 AM 118 75-140 %REC 1 12/17/2015 12:11 AM 99.6 73-128 %REC 1 12/17/2015 12:11 AM 115 78-133 %REC 1 12/17/2015 12:11 AM 105 80-120 %REC 1 12/17/2015 12:11 AM EPA 8015B RunID: GC4_151216A QC Batch: E15VS144 PrepDate: 12/16/2015 Analyst: QBM GRO ND 0.95 mg/Kg 1 12/16/2015 03:12 PM Surr: Chlorobenzene - d5 107 46-154 %REC 1 12/16/2015 03:12 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 17 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-015 Analyses Result PQL Qual Units DF Date Analyzed DIESEL & MOTOR OIL RANGE ORGANICS BY GC/FID EPA 3550B RunID: GC3 151215E QC Batch: 55428 DRO 13 10 ORO 20 10 Surr: p-Terphenyl 94.1 38-152 ORGANOCHLORINE PESTICIDES BY GC/ECD EPA 3550B RunID: GC8_151216B 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin alpha -BHC alpha -Chlordane beta -BHC Chlordane delta -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone gamma -BHC gamma -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Surr: Tetrachloro-m-xylene Surr: Decachlorobiphenyl PCBS BY GC/ECD RunID: GC7 151216A Aroclor 1016 Aroclor 1221 QC Batch: 55435 EPA 8015B PrepDate: 12/15/2015 Analyst: MDM mg/Kg 1 12/17/2015 01:44 AM mg/Kg 1 12/17/2015 01:44 AM %REC 1 12/17/2015 01:44 AM EPA 8081A PrepDate: 7.1 2.0 pg/Kg 1 9.0 2.0 pg/Kg 1 19 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 4.2 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 32 8.5 pg/Kg 1 ND 1.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 2.0 pg/Kg 1 ND 1.0 pg/Kg 1 5.5 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 1.0 pg/Kg 1 ND 8.5 pg/Kg 1 ND 85 pg/Kg 1 56.0 26-120 %REC 1 51.3 31-131 %REC 1 EPA 3550B EPA 8082 QC Batch: 55435 PrepDate: ND 17 pg/Kg ND 33 pg/Kg 12/16/2015 Analyst: MDM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 05:56 PM 12/16/2015 Analyst: MDM 1 12/16/2015 04:11 PM 1 12/16/2015 04:11 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 18 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dee -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-015 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC7_151216A QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM Aroclor 1232 ND 17 Ng/Kg 1 12/16/2015 04:11 PM Aroclor 1242 ND 17 Ng/Kg 1 12/16/2015 04:11 PM Aroclor 1248 ND 17 pg/Kg 1 12/16/2015 04:11 PM Aroclor 1254 ND 17 Ng/Kg 1 12/16/2015 04:11 PM Aroclor 1260 ND 17 pg/Kg 1 12/16/2015 04:11 PM Surr: Decachlorobiphenyl 96.4 34-147 %REC 1 12/16/2015 04:11 PM Surr: Tetrachloro-m-xylene 70.5 30-118 %REC 1 12/16/2015 04:11 PM HEXAVALENT CHROMIUM BY IC EPA 3060A EPA 7199 RunID: IC1_151216A QC Batch: 55429 PrepDate: 12/15/2015 Analyst: RB Hexavalent Chromium ND 0.20 mg/Kg 1 12/16/2015 10:09 PM TOTAL MERCURY BY COLD VAPOR TECHNIQUE EPA 7471A RunID: AA1_151218A QC Batch: 55439 PrepDate: 12/16/2015 Analyst: CEI Mercury ND 0.099 mg/Kg 1 12/18/2015 10:19 AM TOTAL METALS BY ICP EPA 3050B EPA 6010B RunID: ICP2_151216E QC Batch: 55425 PrepDate: 12/15/2015 Analyst: CEI Antimony ND 2.0 mg/Kg 1 12/16/2015 10:44 PM Barium 52 1.0 mg/Kg 1 12/16/2015 10:44 PM Beryllium ND 1.0 mg/Kg 1 12/16/2015 10:44 PM Cadmium ND 1.0 mg/Kg 1 12/16/2015 10:44 PM Chromium 9.5 1.0 mg/Kg 1 12/16/2015 10:44 PM Cobalt 2.7 1.0 mg/Kg 1 12/16/2015 10:44 PM Copper 7.9 2.0 mg/Kg 1 12/16/2015 10:44 PM Lead 6.0 1.0 mg/Kg 1 12/16/2015 10:44 PM Molybdenum ND 1.0 mg/Kg 1 12/16/2015 10:44 PM Nickel 6.9 1.0 mg/Kg 1 12/16/2015 10:44 PM Selenium ND 1.0 mg/Kg 1 12/16/2015 10:44 PM Silver ND 1.0 mg/Kg 1 12/16/2015 10:44 PM Vanadium 15 1.0 mg/Kg 1 12/16/2015 10:44 PM Zinc 29 1.0 mg/Kg 1 12/16/2015 10:44 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 19 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: Is -Dee -Is CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-015 Analyses Result PQL Qual Units DF Date Analyzed TOTAL METALS BY ICPMS EPA 3050B EPA 6020 RunID: ICP7_151216C QC Batch: 55453 PrepDate: 12/16/2015 Analyst: CEI Arsenic 2.7 0.50 mg/Kg 1 12/16/2015 10:39 PM Thallium ND 0.25 mg/Kg 1 12/16/2015 10:39 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 20 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4 Lab Order: NO 18013 Collection Date: 12/14/2015 10:15:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-016 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A 1,1,1,2 -Tetrachloroethane 1,1,1-Trich loroetha ne 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4 -Tri methyl benzene 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5 -Tri methyl benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chlorotoluene 4-Chlorotoluene 4-Isopropyltoluene Benzene Bromobenzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1.2-Dichloroethene QC Batch: R15VSO48 EPA 8260B PrepDate: ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 11 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 55 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 ND 5.5 pg/Kg 1 12/17/2015 Analyst: QBM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM 12/17/2015 12:37 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 21 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4 Lab Order: NO 18013 Collection Date: 12/14/2015 10:15:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-016 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A OC Batch cis-1,3-Dichloropropene Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethylbenzene Freon -1 13 Hexachlorobutadiene Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Butylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene tert-Butyl benzene Tetrachloroethene Toluene trans-1,2-Dichloroethene Trichloroethene Trichlorofluoromethane Vinyl chloride Surr: 1,2-Dich loroethane-d4 Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: Toluene -d8 GASOLINE RANGE ORGANICS BY GC/FID EPA 8260B R15VSO48 PrepDate: 12/17/2015 Analyst: QBM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 11 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM ND 5.5 pg/Kg 1 12/17/2015 12:37 AM 127 75-140 %REC 1 12/17/2015 12:37 AM 102 73-128 %REC 1 12/17/2015 12:37 AM 124 78-133 %REC 1 12/17/2015 12:37 AM 108 80-120 %REC 1 12/17/2015 12:37 AM EPA 8015B RunID: GC4_151216A QC Batch: E15VS144 PrepDate: 12/16/2015 Analyst: QBM GRO ND 1.2 mg/Kg 1 12/16/2015 03:46 PM Surr: Chlorobenzene - d5 60.8 46-154 %REC 1 12/16/2015 03:46 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 22 of 77 NEVADA 3151 W. Post Rd., Las Vegas, NV 89118 P: 702.307.2659 F: 702.307.2691 “Serving Clients with Passion and Professionalism” CALIFORNIA 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 P: 562.219.7435 F: 562.219.7436 Project:Upper Ladera Linda Park Client Sample ID:SS4-A,B,C composite Collection Date:12/15/2015 Matrix:SOIL Analyses Result Qual Units Date Analyzed CLIENT:Leymaster Environmental Consulting, LLC Lab Order:N018013 DF Lab ID:N018013-020 ASSET Laboratories Print Date:18-Dec-15 PQL ANALYTICAL RESULTS DIESEL & MOTOR OIL RANGE ORGANICS BY GC/FID EPA 8015B Analyst:MDM EPA 3550B RunID: GC3_151215E 55428QC Batch: PrepDate: 12/15/2015 DRO 12/17/2015 02:10 AM10 mg/Kg 111 ORO 12/17/2015 02:10 AM10 mg/Kg 115 Surr: p-Terphenyl 12/17/2015 02:10 AM38-152 %REC 196.2 ORGANOCHLORINE PESTICIDES BY GC/ECD EPA 8081A Analyst:MDM EPA 3550B RunID: GC8_151216B 55435QC Batch: PrepDate: 12/16/2015 4,4´-DDD 12/16/2015 06:18 PM2.0 µg/Kg 16.7 4,4´-DDE 12/16/2015 06:18 PM2.0 µg/Kg 19.8 4,4´-DDT 12/16/2015 06:18 PM2.0 µg/Kg 116 Aldrin 12/16/2015 06:18 PM1.0 µg/Kg 1ND alpha-BHC 12/16/2015 06:18 PM1.0 µg/Kg 1ND alpha-Chlordane 12/16/2015 06:18 PM1.0 µg/Kg 12.9 beta-BHC 12/16/2015 06:18 PM1.0 µg/Kg 1ND Chlordane 12/16/2015 06:18 PM8.5 µg/Kg 126 delta-BHC 12/16/2015 06:18 PM1.0 µg/Kg 1ND Dieldrin 12/16/2015 06:18 PM2.0 µg/Kg 1ND Endosulfan I 12/16/2015 06:18 PM1.0 µg/Kg 1ND Endosulfan II 12/16/2015 06:18 PM2.0 µg/Kg 1ND Endosulfan sulfate 12/16/2015 06:18 PM2.0 µg/Kg 1ND Endrin 12/16/2015 06:18 PM2.0 µg/Kg 1ND Endrin aldehyde 12/16/2015 06:18 PM2.0 µg/Kg 1ND Endrin ketone 12/16/2015 06:18 PM2.0 µg/Kg 1ND gamma-BHC 12/16/2015 06:18 PM1.0 µg/Kg 1ND gamma-Chlordane 12/16/2015 06:18 PM1.0 µg/Kg 14.0 Heptachlor 12/16/2015 06:18 PM1.0 µg/Kg 1ND Heptachlor epoxide 12/16/2015 06:18 PM1.0 µg/Kg 1ND Methoxychlor 12/16/2015 06:18 PM8.5 µg/Kg 1ND Toxaphene 12/16/2015 06:18 PM85 µg/Kg 1ND Surr: Tetrachloro-m-xylene 12/16/2015 06:18 PM26-120 %REC 164.5 Surr: Decachlorobiphenyl 12/16/2015 06:18 PM31-131 %REC 154.2 PCBS BY GC/ECD EPA 8082 Analyst:MDM EPA 3550B RunID: GC7_151216A 55435QC Batch: PrepDate: 12/16/2015 Aroclor 1016 12/16/2015 04:34 PM17 µg/Kg 1ND Aroclor 1221 12/16/2015 04:34 PM33 µg/Kg 1ND Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out 23 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dee -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-020 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC7_151216A QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM Aroclor 1232 ND 17 Ng/Kg 1 12/16/2015 04:34 PM Aroclor 1242 ND 17 Ng/Kg 1 12/16/2015 04:34 PM Aroclor 1248 ND 17 pg/Kg 1 12/16/2015 04:34 PM Aroclor 1254 ND 17 Ng/Kg 1 12/16/2015 04:34 PM Aroclor 1260 ND 17 pg/Kg 1 12/16/2015 04:34 PM Surr: Decachlorobiphenyl 97.2 34-147 %REC 1 12/16/2015 04:34 PM Surr: Tetrachloro-m-xylene 82.8 30-118 %REC 1 12/16/2015 04:34 PM HEXAVALENT CHROMIUM BY IC EPA 3060A EPA 7199 RunID: IC1_151216A QC Batch: 55429 PrepDate: 12/15/2015 Analyst: RB Hexavalent Chromium ND 0.20 mg/Kg 1 12/16/2015 09:01 PM TOTAL MERCURY BY COLD VAPOR TECHNIQUE EPA 7471A RunID: AA1_151218A QC Batch: 55439 PrepDate: 12/16/2015 Analyst: CEI Mercury ND 0.10 mg/Kg 1 12/18/2015 10:28 AM TOTAL METALS BY ICP EPA 3050B EPA 6010B RunID: ICP2_151216E QC Batch: 55425 PrepDate: 12/15/2015 Analyst: CEI Antimony ND 2.0 mg/Kg 1 12/16/2015 10:50 PM Barium 65 1.0 mg/Kg 1 12/16/2015 10:50 PM Beryllium ND 1.0 mg/Kg 1 12/16/2015 10:50 PM Cadmium ND 1.0 mg/Kg 1 12/16/2015 10:50 PM Chromium 12 1.0 mg/Kg 1 12/16/2015 10:50 PM Cobalt 3.2 1.0 mg/Kg 1 12/16/2015 10:50 PM Copper 7.7 2.0 mg/Kg 1 12/16/2015 10:50 PM Lead 7.0 1.0 mg/Kg 1 12/16/2015 10:50 PM Molybdenum ND 1.0 mg/Kg 1 12/16/2015 10:50 PM Nickel 9.1 1.0 mg/Kg 1 12/16/2015 10:50 PM Selenium ND 1.0 mg/Kg 1 12/16/2015 10:50 PM Silver ND 1.0 mg/Kg 1 12/16/2015 10:50 PM Vanadium 19 1.0 mg/Kg 1 12/16/2015 10:50 PM Zinc 29 1.0 mg/Kg 1 12/16/2015 10:50 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 24 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: Is -Dee -Is CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-020 Analyses Result PQL Qual Units DF Date Analyzed TOTAL METALS BY ICPMS EPA 3050B EPA 6020 RunID: ICP7_151216C QC Batch: 55453 PrepDate: 12/16/2015 Analyst: CEI Arsenic 2.9 0.50 mg/Kg 1 12/16/2015 10:45 PM Thallium ND 0.25 mg/Kg 1 12/16/2015 10:45 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 25 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5 Lab Order: NO 18013 Collection Date: 12/14/2015 10:35:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-021 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A 1,1,1,2 -Tetrachloroethane 1,1,1-Trich loroetha ne 1,1,2,2 -Tetrachloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2,3-Trichlorobenzene 1,2,3-Trichloropropane 1,2,4-Trichlorobenzene 1,2,4 -Tri methyl benzene 1,2-Dibromo-3-chloropropane 1,2-Dibromoethane 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3,5 -Tri methyl benzene 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane 2-Butanone 2-Chlorotoluene 4-Chlorotoluene 4-Isopropyltoluene Benzene Bromobenzene Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane cis-1.2-Dichloroethene QC Batch: R15VSO48 EPA 8260B PrepDate: ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 14 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 70 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 pg/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 ND 7.0 Ng/Kg 1 12/17/2015 Analyst: QBM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM 12/17/2015 01:02 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 26 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5 Lab Order: NO 18013 Collection Date: 12/14/2015 10:35:00 AM Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-021 Analyses Result PQL Qual Units DF Date Analyzed VOLATILE ORGANIC COMPOUNDS BY GC/MS RunID: MS8 151216A OC Batch cis-1,3-Dichloropropene Dibromochloromethane Dibromomethane Dichlorodifluoromethane Ethylbenzene Freon -1 13 Hexachlorobutadiene Isopropylbenzene m,p-Xylene Methylene chloride MTBE n-Butylbenzene n-Propylbenzene Naphthalene o -Xylene sec-Butylbenzene Styrene tert-Butyl benzene Tetrachloroethene Toluene trans-1,2-Dichloroethene Trichloroethene Trichlorofluoromethane Vinyl chloride Surr: 1,2-Dich loroethane-d4 Surr: 4-Bromofluorobenzene Surr: Dibromofluoromethane Surr: Toluene -d8 GASOLINE RANGE ORGANICS BY GC/FID EPA 8260B R15VSO48 PrepDate: 12/17/2015 Analyst: QBM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 14 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM ND 7.0 pg/Kg 1 12/17/2015 01:02 AM 136 75-140 %REC 1 12/17/2015 01:02 AM 102 73-128 %REC 1 12/17/2015 01:02 AM 130 78-133 %REC 1 12/17/2015 01:02 AM 114 80-120 %REC 1 12/17/2015 01:02 AM EPA 8015B RunID: GC4_151216A QC Batch: E15VS144 PrepDate: 12/16/2015 Analyst: QBM GRO ND 1.3 mg/Kg 1 12/16/2015 06:06 PM Surr: Chlorobenzene - d5 64.1 46-154 %REC 1 12/16/2015 06:06 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 27 of 77 ASSET Laboratories ANALYTICAL RESULTS Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-025 Analyses Result DIESEL & MOTOR OIL RANGE ORGANICS BY GC/FID EPA 3550B RunID: GC3 151215E QC Batch: 55428 DRO 12 ORO 19 Surr: p-Terphenyl 93.9 ORGANOCHLORINE PESTICIDES BY GC/ECD EPA 3550B RunID: GC8_151216B QC Batch: 55435 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin alpha -BHC alpha -Chlordane beta -BHC Chlordane delta -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Endrin ketone gamma -BHC gamma -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Surr: Tetrachloro-m-xylene Surr: Decachlorobiphenyl PCBS BY GC/ECD RunID: GC7 151216A Aroclor 1016 Aroclor 1221 7.8 60 20 ND ND 11 ND 22 ND ND ND ND ND ND ND ND ND 6.9 ND ND ND ND 67.1 55.2 PQL Qual Units EPA 8015B PrepDate: DF Date Analyzed 10 mg/Kg 1 10 mg/Kg 1 38-152 %REC 1 EPA 8081A PrepDate: 2.0 pg/Kg 1 2.0 pg/Kg 1 2.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 8.5 pg/Kg 1 1.0 pg/Kg 1 2.0 pg/Kg 1 1.0 pg/Kg 1 2.0 pg/Kg 1 2.0 pg/Kg 1 2.0 pg/Kg 1 2.0 pg/Kg 1 2.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 1.0 pg/Kg 1 8.5 pg/Kg 1 85 pg/Kg 1 26-120 %REC 1 31-131 %REC 1 12/15/2015 Analyst: MDM 12/17/2015 02:36 AM 12/17/2015 02:36 AM 12/17/2015 02:36 AM 12/16/2015 Analyst: MDM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM 12/16/2015 06:41 PM EPA 3550B EPA 8082 QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM ND 16 pg/Kg 1 12/16/2015 05:04 PM ND 33 pg/Kg 1 12/16/2015 05:04 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 28 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dee -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-025 Analyses Result PQL Qual Units DF Date Analyzed PCBS BY GC/ECD EPA 3550B EPA 8082 RunID: GC7_151216A QC Batch: 55435 PrepDate: 12/16/2015 Analyst: MDM Aroclor 1232 ND 16 Ng/Kg 1 12/16/2015 05:04 PM Aroclor 1242 ND 16 Ng/Kg 1 12/16/2015 05:04 PM Aroclor 1248 ND 16 pg/Kg 1 12/16/2015 05:04 PM Aroclor 1254 ND 16 Ng/Kg 1 12/16/2015 05:04 PM Aroclor 1260 ND 16 pg/Kg 1 12/16/2015 05:04 PM Surr: Decachlorobiphenyl 95.8 34-147 %REC 1 12/16/2015 05:04 PM Surr: Tetrachloro-m-xylene 83.5 30-118 %REC 1 12/16/2015 05:04 PM HEXAVALENT CHROMIUM BY IC EPA 3060A EPA 7199 RunID: IC1_151216A QC Batch: 55429 PrepDate: 12/15/2015 Analyst: RB Hexavalent Chromium 0.73 0.20 mg/Kg 1 12/16/2015 09:24 PM TOTAL MERCURY BY COLD VAPOR TECHNIQUE EPA 7471A RunID: AA1_151218A QC Batch: 55439 PrepDate: 12/16/2015 Analyst: CEI Mercury ND 0.10 mg/Kg 1 12/18/2015 10:30 AM TOTAL METALS BY ICP EPA 3050B EPA 6010B RunID: ICP2_151216E QC Batch: 55425 PrepDate: 12/15/2015 Analyst: CEI Antimony ND 2.0 mg/Kg 1 12/16/2015 10:56 PM Barium 450 1.0 mg/Kg 1 12/16/2015 10:56 PM Beryllium ND 1.0 mg/Kg 1 12/16/2015 10:56 PM Cadmium 1.1 1.0 mg/Kg 1 12/16/2015 10:56 PM Chromium 38 1.0 mg/Kg 1 12/16/2015 10:56 PM Cobalt 9.9 1.0 mg/Kg 1 12/16/2015 10:56 PM Copper 33 2.0 mg/Kg 1 12/16/2015 10:56 PM Lead 6.7 1.0 mg/Kg 1 12/16/2015 10:56 PM Molybdenum ND 1.0 mg/Kg 1 12/16/2015 10:56 PM Nickel 35 1.0 mg/Kg 1 12/16/2015 10:56 PM Selenium 2.0 1.0 mg/Kg 1 12/16/2015 10:56 PM Silver ND 1.0 mg/Kg 1 12/16/2015 10:56 PM Vanadium 60 1.0 mg/Kg 1 12/16/2015 10:56 PM Zinc 86 1.0 mg/Kg 1 12/16/2015 10:56 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 29 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: I8 -Dee -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-025 Analyses Result PQL Qual Units DF Date Analyzed TOTAL METALS BY ICPMS EPA 3050B EPA 6020 RunID: ICP7_151216C QC Batch: 55453 PrepDate: 12/16/2015 Analyst: CEI Arsenic 8.6 0.50 mg/Kg 1 12/16/2015 11:01 PM Thallium ND 0.25 mg/Kg 1 12/16/2015 11:01 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES3151Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cuw��u�s�mncesra+eNviaan+nntrru�r�oio.�es P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 30 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: NO 18013-005 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM 1,2,4-Trichlorobenzene ND 42 330 pg/Kg 1 12/15/2015 09:15 PM 1,2 -Dichlorobenzene ND 41 330 pg/Kg 1 12/15/2015 09:15 PM 1,3 -Dichlorobenzene ND 49 330 pg/Kg 1 12/15/2015 09:15 PM 1,4 -Dichlorobenzene ND 42 330 pg/Kg 1 12/15/2015 09:15 PM 2,4,5 -Trichlorophenol ND 41 330 pg/Kg 1 12/15/2015 09:15 PM 2,4,6 -Trichlorophenol ND 39 330 pg/Kg 1 12/15/2015 09:15 PM 2,4-Dichlorophenol ND 40 1600 pg/Kg 1 12/15/2015 09:15 PM 2,4 -Dimethylphenol ND 90 330 pg/Kg 1 12/15/2015 09:15 PM 2,4-Dinitrophenol ND 27 1600 pg/Kg 1 12/15/2015 09:15 PM 2,4-Dinitrotoluene ND 44 330 pg/Kg 1 12/15/2015 09:15 PM 2,6-Dinitrotoluene ND 43 330 pg/Kg 1 12/15/2015 09:15 PM 2-Chloronaphthalene ND 45 330 pg/Kg 1 12/15/2015 09:15 PM 2 -Chlorophenol ND 43 330 pg/Kg 1 12/15/2015 09:15 PM 2 -Methylnaphthalene ND 170 330 pg/Kg 1 12/15/2015 09:15 PM 2-Methylphenol ND 48 330 pg/Kg 1 12/15/2015 09:15 PM 2-Nitroaniline ND 53 1600 pg/Kg 1 12/15/2015 09:15 PM 2-Nitrophenol ND 45 330 pg/Kg 1 12/15/2015 09:15 PM 3,3"-Dichlorobenzidine ND 24 660 pg/Kg 1 12/15/2015 09:15 PM 3-Nitroaniline ND 48 1600 pg/Kg 1 12/15/2015 09:15 PM 4,6-Dinitro-2-m ethyl phenol ND 52 1600 pg/Kg 1 12/15/2015 09:15 PM 4-Bromophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 09:15 PM 4-Chloro-3-methylphenol ND 40 660 pg/Kg 1 12/15/2015 09:15 PM 4-Chloroaniline ND 44 660 pg/Kg 1 12/15/2015 09:15 PM 4-Chlorophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 09:15 PM 4-Methylphenol ND 36 330 pg/Kg 1 12/15/2015 09:15 PM 4-Nitroaniline ND 46 1600 pg/Kg 1 12/15/2015 09:15 PM 4-Nitrophenol ND 35 1600 pg/Kg 1 12/15/2015 09:15 PM Acenaphthene ND 41 330 pg/Kg 1 12/15/2015 09:15 PM Acenaphthylene ND 37 330 pg/Kg 1 12/15/2015 09:15 PM Anthracene ND 64 330 pg/Kg 1 12/15/2015 09:15 PM Benzidine (M) ND 450 1600 pg/Kg 1 12/15/2015 09:15 PM Benzo(a)anthracene ND 75 330 pg/Kg 1 12/15/2015 09:15 PM Benzo(a)pyrene ND 64 200 pg/Kg 1 12/15/2015 09:15 PM Benzo(b)fluoranthene ND 40 330 pg/Kg 1 12/15/2015 09:15 PM Benzo(g,h,i)perylene ND 48 330 pg/Kg 1 12/15/2015 09:15 PM Benzo(k)fluoranthene ND 57 330 pg/Kg 1 12/15/2015 09:15 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out ASSET LABORATORIES CALIFORNIA 3151 W. NEVADA Post Rd., Las Vegas, NV 89118 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 uvncuw�uermcesro eNviaon+nn r� oiooies ate` P: 562.219.7435 F: 562.219.7436 P : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 31 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SSI-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-005 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Benzoic acid ND 110 1600 pg/Kg 1 12/15/2015 09:15 PM Benzyl alcohol ND 68 660 pg/Kg 1 12/15/2015 09:15 PM Bis(2-chloroethoxy)methane ND 64 330 pg/Kg 1 12/15/2015 09:15 PM Bis(2-chloroethyl)ether ND 62 330 pg/Kg 1 12/15/2015 09:15 PM Bis(2-chloroisopropyl)ether ND 57 330 pg/Kg 1 12/15/2015 09:15 PM Bis(2-ethylhexyl)phthalate ND 80 330 pg/Kg 1 12/15/2015 09:15 PM Butylbenzylphthalate ND 67 330 pg/Kg 1 12/15/2015 09:15 PM Chrysene ND 80 330 pg/Kg 1 12/15/2015 09:15 PM Di-n-butylphthalate ND 41 330 pg/Kg 1 12/15/2015 09:15 PM Di-n-octylphthalate ND 51 330 pg/Kg 1 12/15/2015 09:15 PM Dibenz(a,h)anthracene ND 93 200 pg/Kg 1 12/15/2015 09:15 PM Dibenzofuran ND 40 330 pg/Kg 1 12/15/2015 09:15 PM Diethylphthalate ND 44 330 pg/Kg 1 12/15/2015 09:15 PM Dimethylphthalate ND 43 330 pg/Kg 1 12/15/2015 09:15 PM Fluoranthene ND 62 330 pg/Kg 1 12/15/2015 09:15 PM Fluorene ND 45 330 pg/Kg 1 12/15/2015 09:15 PM Hexachlorobenzene ND 47 330 pg/Kg 1 12/15/2015 09:15 PM Hexachlorobutadiene ND 61 660 pg/Kg 1 12/15/2015 09:15 PM Hexachlorocyclopentadiene ND 38 660 pg/Kg 1 12/15/2015 09:15 PM Hexachloroethane ND 42 330 pg/Kg 1 12/15/2015 09:15 PM Indeno(1,2,3-cd)pyrene ND 39 330 pg/Kg 1 12/15/2015 09:15 PM Isophorone ND 59 330 pg/Kg 1 12/15/2015 09:15 PM N-Nitrosodi-n-propylamine ND 46 330 pg/Kg 1 12/15/2015 09:15 PM N-Nitrosodiphenylamine ND 48 330 pg/Kg 1 12/15/2015 09:15 PM Naphthalene ND 48 330 pg/Kg 1 12/15/2015 09:15 PM Nitrobenzene ND 57 330 pg/Kg 1 12/15/2015 09:15 PM Pentachlorophenol ND 34 1600 pg/Kg 1 12/15/2015 09:15 PM Phenanthrene ND 83 330 pg/Kg 1 12/15/2015 09:15 PM Phenol ND 38 330 pg/Kg 1 12/15/2015 09:15 PM Pyrene ND 47 330 pg/Kg 1 12/15/2015 09:15 PM Surr: 1,2 -Dichlorobenzene -d4 23.1 0 21-120 %REC 1 12/15/2015 09:15 PM Surr: 2,4,6-Tribromophenol 71.1 0 25-129 %REC 1 12/15/2015 09:15 PM Surr: 2 -Chlorophenol -d4 29.6 0 24-120 %REC 1 12/15/2015 09:15 PM Surr: 2-Fluorobiphenyl 35.6 0 33-120 %REC 1 12/15/2015 09:15 PM Surr: 2-Fluorophenol 27.6 0 21-120 %REC 1 12/15/2015 09:15 PM Surr: 4-Terphenyl-dl4 85.7 0 37-135 %REC 1 12/15/2015 09:15 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia BldSte CCerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 u vn cu w� uerm cess eNviaon +nn rrr kOLo IE5 a v., ,err P: 702.307.2659 F: 702.307.2691 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 32 of 77 ASSET Laboratories CLIENT: Leymaster Environmental Consulting, LLC Lab Order: NO 18013 Project: Upper Ladera Linda Park Lab ID: NO 18013-005 Analyses Result MDL ANALYTICAL RESULTS Print Date: I8 -Dec -15 Client Sample ID: SSI-A,B,C composite Collection Date: 12/15/2015 Matrix: SOIL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Surr: Nitrobenzene -d5 26.4 0 26-120 %REC 1 12/15/2015 09:15 PM Surr: Phenol -d5 32.7 0 25-120 %REC 1 12/15/2015 09:15 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 33 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-010 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM 1,2,4-Trichlorobenzene ND 42 330 pg/Kg 1 12/16/2015 12:19 AM 1,2 -Dichlorobenzene ND 41 330 pg/Kg 1 12/16/2015 12:19 AM 1,3 -Dichlorobenzene ND 49 330 pg/Kg 1 12/16/2015 12:19 AM 1,4 -Dichlorobenzene ND 42 330 pg/Kg 1 12/16/2015 12:19 AM 2,4,5 -Trichlorophenol ND 41 330 pg/Kg 1 12/16/2015 12:19 AM 2,4,6 -Trichlorophenol ND 39 330 pg/Kg 1 12/16/2015 12:19 AM 2,4-Dichlorophenol ND 40 1600 pg/Kg 1 12/16/2015 12:19 AM 2,4 -Dimethylphenol ND 90 330 pg/Kg 1 12/16/2015 12:19 AM 2,4-Dinitrophenol ND 27 1600 pg/Kg 1 12/16/2015 12:19 AM 2,4-Dinitrotoluene ND 44 330 pg/Kg 1 12/16/2015 12:19 AM 2,6-Dinitrotoluene ND 43 330 pg/Kg 1 12/16/2015 12:19 AM 2-Chloronaphthalene ND 45 330 pg/Kg 1 12/16/2015 12:19 AM 2 -Chlorophenol ND 43 330 pg/Kg 1 12/16/2015 12:19 AM 2 -Methylnaphthalene ND 170 330 pg/Kg 1 12/16/2015 12:19 AM 2-Methylphenol ND 48 330 pg/Kg 1 12/16/2015 12:19 AM 2-Nitroaniline ND 53 1600 pg/Kg 1 12/16/2015 12:19 AM 2-Nitrophenol ND 45 330 pg/Kg 1 12/16/2015 12:19 AM 3,3"-Dichlorobenzidine ND 24 660 pg/Kg 1 12/16/2015 12:19 AM 3-Nitroaniline ND 48 1600 pg/Kg 1 12/16/2015 12:19 AM 4,6-Dinitro-2-methylphenol ND 52 1600 pg/Kg 1 12/16/2015 12:19 AM 4-Bromophenyl-phenylether ND 45 330 pg/Kg 1 12/16/2015 12:19 AM 4-Chloro-3-methylphenol ND 40 660 pg/Kg 1 12/16/2015 12:19 AM 4-Chloroaniline ND 44 660 pg/Kg 1 12/16/2015 12:19 AM 4-Chlorophenyl-phenylether ND 45 330 pg/Kg 1 12/16/2015 12:19 AM 4-Methylphenol ND 36 330 pg/Kg 1 12/16/2015 12:19 AM 4-Nitroaniline ND 46 1600 pg/Kg 1 12/16/2015 12:19 AM 4-Nitrophenol ND 35 1600 pg/Kg 1 12/16/2015 12:19 AM Acenaphthene ND 41 330 pg/Kg 1 12/16/2015 12:19 AM Acenaphthylene ND 37 330 pg/Kg 1 12/16/2015 12:19 AM Anthracene ND 64 330 pg/Kg 1 12/16/2015 12:19 AM Benzidine (M) ND 450 1600 pg/Kg 1 12/16/2015 12:19 AM Benzo(a)anthracene ND 75 330 pg/Kg 1 12/16/2015 12:19 AM Benzo(a)pyrene ND 640 2000 pg/Kg 10 12/18/2015 04:43 AM Benzo(b)fluoranthene ND 400 3300 pg/Kg 10 12/18/2015 04:43 AM Benzo(g,h,i)perylene ND 480 3300 pg/Kg 10 12/18/2015 04:43 AM Benzo(k)fluoranthene ND 570 3300 pg/Kg 10 12/18/2015 04:43 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cu w��uermocesra+eNviaan +nnt rrr kOLo.res P: 702.307.2659 F: 702.307.2691 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 34 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS2-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-010 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Benzoic acid ND 110 1600 pg/Kg 1 12/16/2015 12:19 AM Benzyl alcohol ND 68 660 pg/Kg 1 12/16/2015 12:19 AM Bis(2-chloroethoxy)methane ND 64 330 pg/Kg 1 12/16/2015 12:19 AM Bis(2-chloroethyl)ether ND 62 330 pg/Kg 1 12/16/2015 12:19 AM Bis(2-chloroisopropyl)ether ND 57 330 pg/Kg 1 12/16/2015 12:19 AM Bis(2-ethylhexyl)phthalate ND 80 330 pg/Kg 1 12/16/2015 12:19 AM Butylbenzylphthalate ND 67 330 pg/Kg 1 12/16/2015 12:19 AM Chrysene ND 80 330 pg/Kg 1 12/16/2015 12:19 AM Di-n-butylphthalate ND 41 330 pg/Kg 1 12/16/2015 12:19 AM Di-n-octylphthalate ND 510 3300 pg/Kg 10 12/18/2015 04:43 AM Dibenz(a,h)anthracene ND 930 2000 pg/Kg 10 12/18/2015 04:43 AM Dibenzofuran ND 40 330 pg/Kg 1 12/16/2015 12:19 AM Diethylphthalate ND 44 330 pg/Kg 1 12/16/2015 12:19 AM Dimethylphthalate ND 43 330 pg/Kg 1 12/16/2015 12:19 AM Fluoranthene ND 62 330 pg/Kg 1 12/16/2015 12:19 AM Fluorene ND 45 330 pg/Kg 1 12/16/2015 12:19 AM Hexachlorobenzene ND 47 330 pg/Kg 1 12/16/2015 12:19 AM Hexachlorobutadiene ND 61 660 pg/Kg 1 12/16/2015 12:19 AM Hexachlorocyclopentadiene ND 38 660 pg/Kg 1 12/16/2015 12:19 AM Hexachloroethane ND 42 330 pg/Kg 1 12/16/2015 12:19 AM Indeno(1,2,3-cd)pyrene ND 390 3300 pg/Kg 10 12/18/2015 04:43 AM Isophorone ND 59 330 pg/Kg 1 12/16/2015 12:19 AM N-Nitrosodi-n-propylamine ND 46 330 pg/Kg 1 12/16/2015 12:19 AM N-Nitrosodiphenylamine ND 48 330 pg/Kg 1 12/16/2015 12:19 AM Naphthalene ND 48 330 pg/Kg 1 12/16/2015 12:19 AM Nitrobenzene ND 57 330 pg/Kg 1 12/16/2015 12:19 AM Pentachlorophenol ND 34 1600 pg/Kg 1 12/16/2015 12:19 AM Phenanthrene ND 83 330 pg/Kg 1 12/16/2015 12:19 AM Phenol ND 38 330 pg/Kg 1 12/16/2015 12:19 AM Pyrene ND 47 330 pg/Kg 1 12/16/2015 12:19 AM Surr: 1,2 -Dichlorobenzene -d4 47.4 0 21-120 %REC 1 12/16/2015 12:19 AM Surr: 2,4,6-Tribromophenol 77.0 0 25-129 %REC 1 12/16/2015 12:19 AM Surr: 2 -Chlorophenol -d4 59.2 0 24-120 %REC 1 12/16/2015 12:19 AM Surr: 2-Fluorobiphenyl 57.6 0 33-120 %REC 1 12/16/2015 12:19 AM Surr: 2-Fluorophenol 57.2 0 21-120 %REC 1 12/16/2015 12:19 AM Surr: 4-Terphenyl-dl4 82.8 0 37-135 %REC 1 12/16/2015 12:19 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cu w��uermocesra+eNviaan +nnt rrr kOLo.res P: 702.307.2659 F: 702.307.2691 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 35 of 77 ASSET Laboratories CLIENT: Leymaster Environmental Consulting, LLC Lab Order: NO 18013 Project: Upper Ladera Linda Park Lab ID: N018013-010 Analyses Result MDL ANALYTICAL RESULTS Print Date: I8 -Dec -15 Client Sample ID: SS2-A,B,C composite Collection Date: 12/15/2015 Matrix: SOIL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Surr: Nitrobenzene -d5 52.4 0 26-120 %REC 1 12/16/2015 12:19 AM Surr: Phenol -d5 60.1 0 25-120 %REC 1 12/16/2015 12:19 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 36 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-015 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM 1,2,4-Trichlorobenzene ND 420 3300 pg/Kg 10 12/16/2015 12:45 AM 1,2 -Dichlorobenzene ND 410 3300 pg/Kg 10 12/16/2015 12:45 AM 1,3 -Dichlorobenzene ND 490 3300 pg/Kg 10 12/16/2015 12:45 AM 1,4 -Dichlorobenzene ND 410 3300 pg/Kg 10 12/16/2015 12:45 AM 2,4,5 -Trichlorophenol ND 410 3300 pg/Kg 10 12/16/2015 12:45 AM 2,4,6 -Trichlorophenol ND 390 3300 pg/Kg 10 12/16/2015 12:45 AM 2,4-Dichlorophenol ND 400 16000 pg/Kg 10 12/16/2015 12:45 AM 2,4 -Dimethylphenol ND 900 3300 pg/Kg 10 12/16/2015 12:45 AM 2,4-Dinitrophenol ND 270 16000 pg/Kg 10 12/16/2015 12:45 AM 2,4-Dinitrotoluene ND 440 3300 pg/Kg 10 12/16/2015 12:45 AM 2,6-Dinitrotoluene ND 430 3300 pg/Kg 10 12/16/2015 12:45 AM 2-Chloronaphthalene ND 450 3300 pg/Kg 10 12/16/2015 12:45 AM 2 -Chlorophenol ND 430 3300 pg/Kg 10 12/16/2015 12:45 AM 2 -Methylnaphthalene ND 1600 3300 pg/Kg 10 12/16/2015 12:45 AM 2-Methylphenol ND 480 3300 pg/Kg 10 12/16/2015 12:45 AM 2-Nitroaniline ND 530 16000 pg/Kg 10 12/16/2015 12:45 AM 2-Nitrophenol ND 450 3300 pg/Kg 10 12/16/2015 12:45 AM 3,3"-Dichlorobenzidine ND 240 6600 pg/Kg 10 12/16/2015 12:45 AM 3-Nitroaniline ND 480 16000 pg/Kg 10 12/16/2015 12:45 AM 4,6-Dinitro-2-methylphenol ND 520 16000 pg/Kg 10 12/16/2015 12:45 AM 4-Bromophenyl-phenylether ND 450 3300 pg/Kg 10 12/16/2015 12:45 AM 4-Chloro-3-methylphenol ND 400 6600 pg/Kg 10 12/16/2015 12:45 AM 4-Chloroaniline ND 440 6600 pg/Kg 10 12/16/2015 12:45 AM 4-Chlorophenyl-phenylether ND 450 3300 pg/Kg 10 12/16/2015 12:45 AM 4-Methylphenol ND 360 3300 pg/Kg 10 12/16/2015 12:45 AM 4-Nitroaniline ND 460 16000 pg/Kg 10 12/16/2015 12:45 AM 4-Nitrophenol ND 350 16000 pg/Kg 10 12/16/2015 12:45 AM Acenaphthene ND 400 3300 pg/Kg 10 12/16/2015 12:45 AM Acenaphthylene ND 370 3300 pg/Kg 10 12/16/2015 12:45 AM Anthracene ND 640 3300 pg/Kg 10 12/16/2015 12:45 AM Benzidine (M) ND 4500 16000 pg/Kg 10 12/16/2015 12:45 AM Benzo(a)anthracene ND 750 3300 pg/Kg 10 12/16/2015 12:45 AM Benzo(a)pyrene ND 6400 20000 pg/Kg 100 12/18/2015 04:16 AM Benzo(b)fluoranthene ND 4000 33000 pg/Kg 100 12/18/2015 04:16 AM Benzo(g,h,i)perylene ND 4800 33000 pg/Kg 100 12/18/2015 04:16 AM Benzo(k)fluoranthene ND 5600 33000 pg/Kg 100 12/18/2015 04:16 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out ASSET LABORATORIES CALIFORNIA NEVADA 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies ate` P: 562.219.7435 F: 562.219.7436 P : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 37 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS3-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-015 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Benzoic acid ND 1100 16000 pg/Kg 10 12/16/2015 12:45 AM Benzyl alcohol ND 680 6600 pg/Kg 10 12/16/2015 12:45 AM Bis(2-chloroethoxy)methane ND 640 3300 pg/Kg 10 12/16/2015 12:45 AM Bis(2-chloroethyl)ether ND 620 3300 pg/Kg 10 12/16/2015 12:45 AM Bis(2-chloroisopropyl)ether ND 570 3300 pg/Kg 10 12/16/2015 12:45 AM Bis(2-ethylhexyl)phthalate ND 800 3300 pg/Kg 10 12/16/2015 12:45 AM Butylbenzylphtha late ND 670 3300 pg/Kg 10 12/16/2015 12:45 AM Chrysene ND 800 3300 pg/Kg 10 12/16/2015 12:45 AM Di-n-butylphthalate ND 410 3300 pg/Kg 10 12/16/2015 12:45 AM Di-n-octylphthalate ND 5100 33000 pg/Kg 100 12/18/2015 04:16 AM Dibenz(a,h)anthracene ND 9300 20000 pg/Kg 100 12/18/2015 04:16 AM Dibenzofuran ND 400 3300 pg/Kg 10 12/16/2015 12:45 AM Diethylphthalate ND 440 3300 pg/Kg 10 12/16/2015 12:45 AM Dimethylphthalate ND 430 3300 pg/Kg 10 12/16/2015 12:45 AM Fluoranthene ND 610 3300 pg/Kg 10 12/16/2015 12:45 AM Fluorene ND 450 3300 pg/Kg 10 12/16/2015 12:45 AM Hexachlorobenzene ND 470 3300 pg/Kg 10 12/16/2015 12:45 AM Hexachlorobutadiene ND 600 6600 pg/Kg 10 12/16/2015 12:45 AM Hexachlorocyclopentadiene ND 380 6600 pg/Kg 10 12/16/2015 12:45 AM Hexachloroethane ND 420 3300 pg/Kg 10 12/16/2015 12:45 AM Indeno(1,2,3-cd)pyrene ND 3900 33000 pg/Kg 100 12/18/2015 04:16 AM Isophorone ND 590 3300 pg/Kg 10 12/16/2015 12:45 AM N-Nitrosodi-n-propylamine ND 460 3300 pg/Kg 10 12/16/2015 12:45 AM N-Nitrosodiphenylamine ND 480 3300 pg/Kg 10 12/16/2015 12:45 AM Naphthalene ND 480 3300 pg/Kg 10 12/16/2015 12:45 AM Nitrobenzene ND 570 3300 pg/Kg 10 12/16/2015 12:45 AM Pentachlorophenol ND 340 16000 pg/Kg 10 12/16/2015 12:45 AM Phenanthrene ND 830 3300 pg/Kg 10 12/16/2015 12:45 AM Phenol ND 380 3300 pg/Kg 10 12/16/2015 12:45 AM Pyrene ND 470 3300 pg/Kg 10 12/16/2015 12:45 AM Surr: 1,2 -Dichlorobenzene -d4 60.0 0 21-120 %REC 10 12/16/2015 12:45 AM Surr: 2,4,6-Tribromophenol 64.2 0 25-129 %REC 10 12/16/2015 12:45 AM Surr: 2 -Chlorophenol -d4 71.4 0 24-120 %REC 10 12/16/2015 12:45 AM Surr: 2-Fluorobiphenyl 63.1 0 33-120 %REC 10 12/16/2015 12:45 AM Surr: 2-Fluorophenol 68.9 0 21-120 %REC 10 12/16/2015 12:45 AM Surr: 4-Terphenyl-d14 72.5 0 37-135 %REC 10 12/16/2015 12:45 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out ASSET LABORATORIES CALIFORNIA NEVADA 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies ate` P: 562.219.7435 F: 562.219.7436 P : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 38 of 77 ASSET Laboratories CLIENT: Leymaster Environmental Consulting, LLC Lab Order: NO 18013 Project: Upper Ladera Linda Park Lab ID: N018013-015 Analyses Result MDL ANALYTICAL RESULTS Print Date: I8 -Dec -15 Client Sample ID: SS3-A,B,C composite Collection Date: 12/15/2015 Matrix: SOIL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Surr: Nitrobenzene -d5 63.6 0 26-120 %REC 10 12/16/2015 12:45 AM Surr: Phenol -d5 70.1 0 25-120 %REC 10 12/16/2015 12:45 AM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 39 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-020 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM 1,2,4-Trichlorobenzene ND 43 330 pg/Kg 1 12/15/2015 09:41 PM 1,2 -Dichlorobenzene ND 41 330 pg/Kg 1 12/15/2015 09:41 PM 1,3 -Dichlorobenzene ND 49 330 pg/Kg 1 12/15/2015 09:41 PM 1,4 -Dichlorobenzene ND 42 330 pg/Kg 1 12/15/2015 09:41 PM 2,4,5 -Trichlorophenol ND 41 330 pg/Kg 1 12/15/2015 09:41 PM 2,4,6 -Trichlorophenol ND 39 330 pg/Kg 1 12/15/2015 09:41 PM 2,4-Dichlorophenol ND 41 1700 pg/Kg 1 12/15/2015 09:41 PM 2,4 -Dimethylphenol ND 90 330 pg/Kg 1 12/15/2015 09:41 PM 2,4-Dinitrophenol ND 27 1700 pg/Kg 1 12/15/2015 09:41 PM 2,4-Dinitrotoluene ND 44 330 pg/Kg 1 12/15/2015 09:41 PM 2,6-Dinitrotoluene ND 43 330 pg/Kg 1 12/15/2015 09:41 PM 2-Chloronaphthalene ND 45 330 pg/Kg 1 12/15/2015 09:41 PM 2 -Chlorophenol ND 43 330 pg/Kg 1 12/15/2015 09:41 PM 2 -Methylnaphthalene ND 170 330 pg/Kg 1 12/15/2015 09:41 PM 2-Methylphenol ND 48 330 pg/Kg 1 12/15/2015 09:41 PM 2-Nitroaniline ND 54 1700 pg/Kg 1 12/15/2015 09:41 PM 2-Nitrophenol ND 45 330 pg/Kg 1 12/15/2015 09:41 PM 3,3"-Dichlorobenzidine ND 24 660 pg/Kg 1 12/15/2015 09:41 PM 3-Nitroaniline ND 49 1700 pg/Kg 1 12/15/2015 09:41 PM 4,6-Dinitro-2-m ethyl phenol ND 52 1700 pg/Kg 1 12/15/2015 09:41 PM 4-Bromophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 09:41 PM 4-Chloro-3-methylphenol ND 41 660 pg/Kg 1 12/15/2015 09:41 PM 4-Chloroaniline ND 44 660 pg/Kg 1 12/15/2015 09:41 PM 4-Chlorophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 09:41 PM 4-Methylphenol ND 36 330 pg/Kg 1 12/15/2015 09:41 PM 4-Nitroaniline ND 46 1700 pg/Kg 1 12/15/2015 09:41 PM 4-Nitrophenol ND 35 1700 pg/Kg 1 12/15/2015 09:41 PM Acenaphthene ND 41 330 pg/Kg 1 12/15/2015 09:41 PM Acenaphthylene ND 37 330 pg/Kg 1 12/15/2015 09:41 PM Anthracene ND 64 330 pg/Kg 1 12/15/2015 09:41 PM Benzidine (M) ND 450 1700 pg/Kg 1 12/15/2015 09:41 PM Benzo(a)anthracene ND 75 330 pg/Kg 1 12/15/2015 09:41 PM Benzo(a)pyrene ND 64 200 pg/Kg 1 12/15/2015 09:41 PM Benzo(b)fluoranthene ND 41 330 pg/Kg 1 12/15/2015 09:41 PM Benzo(g,h,i)perylene ND 48 330 pg/Kg 1 12/15/2015 09:41 PM Benzo(k)fluoranthene ND 57 330 pg/Kg 1 12/15/2015 09:41 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out ASSET LABORATORIES CALIFORNIA 3151 W. NEVADA Post Rd., Las Vegas, NV 89118 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 uwncuw��usrmncesra+eNviaan+nntrruroio.es ate` P: 562.219.7435 F: 562.219.7436 P : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 40 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -I5 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS4-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-020 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Benzoic acid ND 120 1700 pg/Kg 1 12/15/2015 09:41 PM Benzyl alcohol ND 68 660 pg/Kg 1 12/15/2015 09:41 PM Bis(2-chloroethoxy)methane ND 64 330 pg/Kg 1 12/15/2015 09:41 PM Bis(2-chloroethyl)ether ND 62 330 pg/Kg 1 12/15/2015 09:41 PM Bis(2-chloroisopropyl)ether ND 57 330 pg/Kg 1 12/15/2015 09:41 PM Bis(2-ethylhexyl)phthalate ND 80 330 pg/Kg 1 12/15/2015 09:41 PM Butylbenzylphtha late ND 68 330 pg/Kg 1 12/15/2015 09:41 PM Chrysene ND 80 330 pg/Kg 1 12/15/2015 09:41 PM Di-n-butylphth a late ND 41 330 pg/Kg 1 12/15/2015 09:41 PM Di-n-octylphthalate ND 51 330 pg/Kg 1 12/15/2015 09:41 PM Dibenz(a,h)anthracene ND 93 200 pg/Kg 1 12/15/2015 09:41 PM Dibenzofuran ND 40 330 pg/Kg 1 12/15/2015 09:41 PM Di ethyl phthalate ND 44 330 pg/Kg 1 12/15/2015 09:41 PM Dimethylphthalate ND 43 330 pg/Kg 1 12/15/2015 09:41 PM Fluoranthene ND 62 330 pg/Kg 1 12/15/2015 09:41 PM Fluorene ND 45 330 pg/Kg 1 12/15/2015 09:41 PM Hexachlorobenzene ND 47 330 pg/Kg 1 12/15/2015 09:41 PM Hexachlorobutadiene ND 61 660 pg/Kg 1 12/15/2015 09:41 PM Hexachlorocyclopentadiene ND 38 660 pg/Kg 1 12/15/2015 09:41 PM Hexachloroethane ND 42 330 pg/Kg 1 12/15/2015 09:41 PM Indeno(1,2,3-cd)pyrene ND 39 330 pg/Kg 1 12/15/2015 09:41 PM Isophorone ND 59 330 pg/Kg 1 12/15/2015 09:41 PM N-Nitrosodi-n-propylamine ND 46 330 pg/Kg 1 12/15/2015 09:41 PM N-Nitrosodiphenylamine ND 48 330 pg/Kg 1 12/15/2015 09:41 PM Naphthalene ND 49 330 pg/Kg 1 12/15/2015 09:41 PM Nitrobenzene ND 57 330 pg/Kg 1 12/15/2015 09:41 PM Pentachlorophenol ND 34 1700 pg/Kg 1 12/15/2015 09:41 PM Phenanthrene ND 84 330 pg/Kg 1 12/15/2015 09:41 PM Phenol ND 38 330 pg/Kg 1 12/15/2015 09:41 PM Pyrene ND 47 330 pg/Kg 1 12/15/2015 09:41 PM Surr: 1,2 -Dichlorobenzene -d4 59.1 0 21-120 %REC 1 12/15/2015 09:41 PM Surr: 2,4,6-Tribromophenol 84.7 0 25-129 %REC 1 12/15/2015 09:41 PM Surr: 2 -Chlorophenol -d4 69.1 0 24-120 %REC 1 12/15/2015 09:41 PM Surr: 2-Fluorobiphenyl 64.4 0 33-120 %REC 1 12/15/2015 09:41 PM Surr: 2-Fluorophenol 66.8 0 21-120 %REC 1 12/15/2015 09:41 PM Surr: 4-Terphenyl-d14 91.9 0 37-135 %REC 1 12/15/2015 09:41 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out ASSET LABORATORIES CALIFORNIA NEVADA 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwncuw��usrmncesra+eNviaan+nntrruroio.es ate` P: 562.219.7435 F: 562.219.7436 P : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 41 of 77 ASSET Laboratories CLIENT: Leymaster Environmental Consulting, LLC Lab Order: NO 18013 Project: Upper Ladera Linda Park Lab ID: N018013-020 Analyses Result MDL ANALYTICAL RESULTS Print Date: I8 -Dec -15 Client Sample ID: SS4-A,B,C composite Collection Date: 12/15/2015 Matrix: SOIL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Surr: Nitrobenzene -d5 61.6 0 26-120 %REC 1 12/15/2015 09:41 PM Surr: Phenol -d5 68.9 0 25-120 %REC 1 12/15/2015 09:41 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 42 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-025 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM 1,2,4-Trichlorobenzene ND 42 330 pg/Kg 1 12/15/2015 11:26 PM 1,2 -Dichlorobenzene ND 41 330 pg/Kg 1 12/15/2015 11:26 PM 1,3 -Dichlorobenzene ND 49 330 pg/Kg 1 12/15/2015 11:26 PM 1,4 -Dichlorobenzene ND 42 330 pg/Kg 1 12/15/2015 11:26 PM 2,4,5 -Trichlorophenol ND 41 330 pg/Kg 1 12/15/2015 11:26 PM 2,4,6 -Trichlorophenol ND 39 330 pg/Kg 1 12/15/2015 11:26 PM 2,4-Dichlorophenol ND 40 1600 pg/Kg 1 12/15/2015 11:26 PM 2,4 -Dimethylphenol ND 90 330 pg/Kg 1 12/15/2015 11:26 PM 2,4-Dinitrophenol ND 27 1600 pg/Kg 1 12/15/2015 11:26 PM 2,4-Dinitrotoluene ND 44 330 pg/Kg 1 12/15/2015 11:26 PM 2,6-Dinitrotoluene ND 43 330 pg/Kg 1 12/15/2015 11:26 PM 2-Chloronaphthalene ND 45 330 pg/Kg 1 12/15/2015 11:26 PM 2 -Chlorophenol ND 43 330 pg/Kg 1 12/15/2015 11:26 PM 2 -Methylnaphthalene ND 170 330 pg/Kg 1 12/15/2015 11:26 PM 2-Methylphenol ND 48 330 pg/Kg 1 12/15/2015 11:26 PM 2-Nitroaniline ND 53 1600 pg/Kg 1 12/15/2015 11:26 PM 2-Nitrophenol ND 45 330 pg/Kg 1 12/15/2015 11:26 PM 3,3"-Dichlorobenzidine ND 24 660 pg/Kg 1 12/15/2015 11:26 PM 3-Nitroaniline ND 48 1600 pg/Kg 1 12/15/2015 11:26 PM 4,6-Dinitro-2-methylphenol ND 52 1600 pg/Kg 1 12/15/2015 11:26 PM 4-Bromophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 11:26 PM 4-Chloro-3-methylphenol ND 41 660 pg/Kg 1 12/15/2015 11:26 PM 4-Chloroaniline ND 44 660 pg/Kg 1 12/15/2015 11:26 PM 4-Chlorophenyl-phenylether ND 45 330 pg/Kg 1 12/15/2015 11:26 PM 4-Methylphenol ND 36 330 pg/Kg 1 12/15/2015 11:26 PM 4-Nitroaniline ND 46 1600 pg/Kg 1 12/15/2015 11:26 PM 4-Nitrophenol ND 35 1600 pg/Kg 1 12/15/2015 11:26 PM Acenaphthene ND 41 330 pg/Kg 1 12/15/2015 11:26 PM Acenaphthylene ND 37 330 pg/Kg 1 12/15/2015 11:26 PM Anthracene ND 64 330 pg/Kg 1 12/15/2015 11:26 PM Benzidine (M) ND 450 1600 pg/Kg 1 12/15/2015 11:26 PM Benzo(a)anthracene ND 75 330 pg/Kg 1 12/15/2015 11:26 PM Benzo(a)pyrene ND 64 200 pg/Kg 1 12/15/2015 11:26 PM Benzo(b)fluoranthene ND 40 330 pg/Kg 1 12/15/2015 11:26 PM Benzo(g,h,i)perylene ND 48 330 pg/Kg 1 12/15/2015 11:26 PM Benzo(k)fluoranthene ND 57 330 pg/Kg 1 12/15/2015 11:26 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia BldSte CCerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 u vn cu w� uerm cess eNviaon +nn rrr kOLo IE5 a v., ,err P: 702.307.2659 F: 702.307.2691 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 43 of 77 ANALYTICAL RESULTS ASSET Laboratories Print Date: 18 -Dec -15 CLIENT: Leymaster Environmental Consulting, LLC Client Sample ID: SS5-A,B,C composite Lab Order: NO 18013 Collection Date: 12/15/2015 Project: Upper Ladera Linda Park Matrix: SOIL Lab ID: N018013-025 Analyses Result MDL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Benzoic acid ND 120 1600 pg/Kg 1 12/15/2015 11:26 PM Benzyl alcohol ND 68 660 pg/Kg 1 12/15/2015 11:26 PM Bis(2-chloroethoxy)methane ND 64 330 pg/Kg 1 12/15/2015 11:26 PM Bis(2-chloroethyl)ether ND 62 330 pg/Kg 1 12/15/2015 11:26 PM Bis(2-chloroisopropyl)ether ND 57 330 pg/Kg 1 12/15/2015 11:26 PM Bis(2-ethylhexyl)phthalate ND 80 330 pg/Kg 1 12/15/2015 11:26 PM Butylbenzylphthalate ND 67 330 pg/Kg 1 12/15/2015 11:26 PM Chrysene ND 80 330 pg/Kg 1 12/15/2015 11:26 PM Di-n-butylphthalate ND 41 330 pg/Kg 1 12/15/2015 11:26 PM Di-n-octylphthalate ND 51 330 pg/Kg 1 12/15/2015 11:26 PM Dibenz(a,h)anthracene ND 93 200 pg/Kg 1 12/15/2015 11:26 PM Dibenzofuran ND 40 330 pg/Kg 1 12/15/2015 11:26 PM Diethylphthalate ND 44 330 pg/Kg 1 12/15/2015 11:26 PM Dimethylphthalate ND 43 330 pg/Kg 1 12/15/2015 11:26 PM Fluoranthene ND 62 330 pg/Kg 1 12/15/2015 11:26 PM Fluorene ND 45 330 pg/Kg 1 12/15/2015 11:26 PM Hexachlorobenzene ND 47 330 pg/Kg 1 12/15/2015 11:26 PM Hexachlorobutadiene ND 61 660 pg/Kg 1 12/15/2015 11:26 PM Hexachlorocyclopentadiene ND 38 660 pg/Kg 1 12/15/2015 11:26 PM Hexachloroethane ND 42 330 pg/Kg 1 12/15/2015 11:26 PM Indeno(1,2,3-cd)pyrene ND 39 330 pg/Kg 1 12/15/2015 11:26 PM Isophorone ND 59 330 pg/Kg 1 12/15/2015 11:26 PM N-Nitrosodi-n-propylamine ND 46 330 pg/Kg 1 12/15/2015 11:26 PM N-Nitrosodiphenylamine ND 48 330 pg/Kg 1 12/15/2015 11:26 PM Naphthalene ND 48 330 pg/Kg 1 12/15/2015 11:26 PM Nitrobenzene ND 57 330 pg/Kg 1 12/15/2015 11:26 PM Pentachlorophenol ND 34 1600 pg/Kg 1 12/15/2015 11:26 PM Phenanthrene ND 83 330 pg/Kg 1 12/15/2015 11:26 PM Phenol ND 38 330 pg/Kg 1 12/15/2015 11:26 PM Pyrene ND 47 330 pg/Kg 1 12/15/2015 11:26 PM Surr: 1,2 -Dichlorobenzene -d4 64.2 0 21-120 %REC 1 12/15/2015 11:26 PM Surr: 2,4,6-Tribromophenol 89.5 0 25-129 %REC 1 12/15/2015 11:26 PM Surr: 2 -Chlorophenol -d4 75.2 0 24-120 %REC 1 12/15/2015 11:26 PM Surr: 2-Fluorobiphenyl 72.9 0 33-120 %REC 1 12/15/2015 11:26 PM Surr: 2-Fluorophenol 81.0 0 21-120 %REC 1 12/15/2015 11:26 PM Surr: 4-Terphenyl-dl4 85.6 0 37-135 %REC 1 12/15/2015 11:26 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uwn�cu w��uermocesra+eNviaan +nnt rrr kOLo.res P: 702.307.2659 F: 702.307.2691 ate` P: 562.219.7435 F: 562.219.7436 "Serving Clients with Passion and Professionalism" 44 of 77 ASSET Laboratories CLIENT: Leymaster Environmental Consulting, LLC Lab Order: NO 18013 Project: Upper Ladera Linda Park Lab ID: NO 18013-025 Analyses Result MDL ANALYTICAL RESULTS Print Date: I8 -Dec -15 Client Sample ID: SS5-A,B,C composite Collection Date: 12/15/2015 Matrix: SOIL PQL Qual Units DF Date Analyzed SEMIVOLATILE ORGANIC COMPOUNDS BY GC/MS EPA 3550B EPA 8270C RunID: MS3_151215B QC Batch: 55418 PrepDate: 12/15/2015 Analyst: MDM Surr: Nitrobenzene -d5 62.5 0 26-120 %REC 1 12/15/2015 11:26 PM Surr: Phenol -d5 83.5 0 25-120 %REC 1 12/15/2015 11:26 PM Qualifiers: B Analyte detected in the associated Method Blank E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike/Surrogate outside of limits due to matrix interference Results are wet unless otherwise specified DO Surrogate Diluted Out CALIFORNIA NEVADA ASSET LABORATORIES 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 3151 W. Post Rd., Las Vegas, NV 89118 uvncuw�uermcesro eNviaon+nn r� oiooies P ate` P: 562.219.7435 F: 562.219.7436 : 702.307.2659 F: 702.307.2691 "Serving Clients with Passion and Professionalism" 45 of 77 W O Y � o E N N O V) M c a W Y a U) m O m (n O = O m O Q > c d Y to W N O o Z U � J � F Q F a LO N N m m d ❑ m 2 m Q T E m m cn U Q o 0 0 0 0 0 0 0 0 0 0 o o 0 N - - .- r r N.- � ❑ ❑ ❑ ❑ ❑ ❑ N O ❑ ❑ M ❑ ❑ N z Z z z z z � �2 z z z z 0 0 0 0 _ E E E E E o E E_ 5, E a m Q o m c m a a Q m U > C C Q m m U U U U -j 2 Z U)CO > N N N Ln N N N CO) U) U U J J m � m Q >. 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M � Cn U U J J 0 0- E E a� m U) U Q 0 0 0 0 0 0 0 0 0 0 0 0 O O N N N N N N N N N N N M N N co D O O M(O -It I-- (O LO V V N w V O N N N M N M N N U0 0U� U� M v 0 v- M 0- v N O 6 N CO N O - Cb N 6 N V 00 0 co n m m 0 0 n (o 0 n n co 0 0 0 0 0 0 0 O O O O O O O O O O O O O O M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 0 0 0 0 0 0 M M O M M M M M CO M M M M M M M M n O M M O n M M O M M M M M O O M M O CD M M O M M M M M Cfl O M M O O M M O 1- 0 00 m o v of r- � v o0 0 m w V W 7 n o0 V n O m O (D n CO CO O 00 n O M N O l0 V N N N N CO N N N N N N N N N N R O N N C a C O o O L C � N O O a .c aci O _O O a d a c N (O N L O O O L C � U o a m a� a) n = ° (O ° ° c c 0O N v U ri H 2 r N N O Y r N N N N V Z d O C L L C a C �.(U O c C 7 7 7 7 7 7 7 7 N fn Cn Cn Cn fn Cn fn fn N(U L L T z z a a a a ry� V J o d m m m r v (o C, ❑ N d O O � Z Z o c 7 U (U ❑ 0 0 _ N N E T T _ N N J T T L m a m � N N J m o QJ U W 0 Ol Y m rn � 1 � N a of W Y a v J_ r CU ON c Vi O co O Q > Y Go W ti O o z U J N N 0 m a 0 0 0 0 0 0 0 0 0 0 0 M M M M M M O M O M M M M M M M M (O M CD M M 0 0 0 0 0 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z N _NMNrCo� N N N NL L L C N C C C a a N C O C C o m w Q O O L L ❑ m n o O O O O O O O U O O O V U OL O O O N — F _U U_ U_ F F U_ E ❑ ❑ ❑ (C) (O ❑ ❑ ❑ ❑ ❑ N N CO V It V It V It V (D T T r N N N N N N N x rA y o O O b b 60 p 3 n o 0 U c a N V N O y � C o a � rn N 0 � a a O ti J C � to c U � � c C O V) 0 W_ U M U b � Q Y Q o O ¢� z � m �=xz41 °a a€ d V C JG O ❑ a to n C C, ❑ N � O O � Z Z o O 6 O O mu O ❑ 0 0 _ N N Y7 � N N J T T L a ' 3 QJ U W K 0 co Y m rn N M m LO N M > CL Of W Y 0- U) U) V J_ O Q) O N Oo m OQ > n a Y ccoo W 0- 4) O o w U � � F a. F a Y co ro NCD g W � O n a � F U Q E m m m U) V N 1f) In m m a 0 a >, E Q) m U) 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M M M M O M w O O M w CO M m O O M M M O M O M M M O co M M M M M M M F M 47 F F M w co M M F F M M M F M N M m M F w M M M ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z 47 O L t N N C O L L Q) C Q) N O L T T N O Q)C: c C ❑. C O C Q) Q) L Q) C Q) C E L T T Q) Q) .N L a a U07 Q) LC QQm LYC O O C � c N U o d a) >, Qo 2 � LCLCC CCCCCCC CNQ) C1 a) O. Q) Q N Qm LO N cca) .N C T O O O O cL oQ M a= o L= c m a o o o cL N o OO O Q m O m nO.aC m O°° O O� O O U m L L L OO O O O >. U U U0 L L C CCN N N N N N N N N N V U U Z Z ih Z cfl m U U U Z Z c c c y N y co N N N N N N M M a' V V' V V d' V V Q Q Q m m m m m m m m m m m x rA vo G > o o U ° 0 u o LO ti b b 0 6o p 3 n p � m O O U C aN V w aP O V i m O y C U o A N m •o q a 0 � a a i a � � U C U f}1 Q ami d b � � Q Y d �z� C. z41 a€ a V E JG O � a to n C C, ❑ N d O O � Z z o O 6 p O mu U ❑ 0 0 _ N N Y7 � N N J T T L a m E a ' 3 (0 O QJ U W 0 co Y m rn N M m LOM co CL Of W Y 0- U) U) V J_ O O O N ao 9 OQ > n M Y ccoo W 0- y O o w U � � F- Ci F a Y co m d g W � O d F- U Q E a5 m m U) V N In m m a 0 d C T E a E U) U Q O O O O O N N N N N � In V M N N N M N O V O O V (0 W M co Ln M m m n O O O O O M M M M M M M M M Cl) M M M M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M M M M M O M M M M M M (O O M M M M M M M O M M M M M M M M N M M M M M M O O M M M M M M M O M M M ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o n n o 0 z z z z z z z z z z z z z z z z z z z z z z z z z O (O O O O cD v rn N n O) N M N N N N 7 7 _ N O o c o m aa) v ) C_ N L O 1 N a) 'O a) E C N O O C O co_ (DC o p L L O N a) N O C m a) 0No asT r ❑p CO LO. 5 c O7 . LC UF Q) Nd C fl_ a) @L N LL LL O O O j5 O CL a L' NON O N N N N m O p U N N ' A - c` c U U U U O O O O L a) U O w L L .N... 0 N O C C .L.. a) a7 a3 a3 0cL 0 C C 7 7 7 7 7 y 4:5L Ci C 1] a7 E 7 7 m m m m -O O Z Z f/i J) co !n Vi x rA o G > y > o - ami 0 b b 60 p 3 n p � m O O � U pQa., U C aN V w aP O V i m O y C U o A N as 0 � a a O ti a C � � U C O f}1 W_ m M U b � Q Y Q o O �z� � m �=xz°a d 4 1 co Y m rn N M LO M co r- a Of Lu Y 0- U) v J_ O N O N 2 O CD > Q > Y co W CL 4i o o w U a) t- Ci F a Y LO O O M N N I-- co N co N N O Lo co CO vi ao n Lo co O O O M M M Cl) M Cl) Cl) co M o n n 0 0 0 o Lo Lo rn rLO m _ o LO N N N N V LO N T r_ N N � N .O L � a m p a� o m H := L v z a 7 7 7 U) 0 CO x rA v� ~ G > o - ^ b b 60 p 3 n o 0 o U pQa., U c aN V w o V i N O y C U o y N m 0 � a a ito a � c U C O V) N ami d b � � Ca Y d �z� �=xz41 °a a€ 7 d I CHAIN OF CUSTODY RECORI Comactus: Nevada: 3151 W. Post Road, Las Vegas, NV 89118 P: 702307.2659 F: 702.3072691 California: 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 P, 1f;9 719 741t; F; Sr) 919 741r Page Of www.assetiaboratories.com Cl 4- EDD Requirement QA1QC Sampe Receipt Condition Addresi.Company: Address: Excel EDD F] i�: # LI? RTNE N RWQCB F-1 1. Chilled ZI E. E 1 Gootracker ❑ /f Address:rayE Labspec CalTrans El 2. Ha.d�ipa- Level III [1 3. C.,t.;nc.r intact 4!1❑ Others ❑ Phone: Fax: Address: Email to: PO# Specify: LEVEL IV r-1 4. Sea[ Present 11 Ull Rec ulatory E] S. IR number I Sy6m red By: Phone:Fax: L-VLA%-Z�-" �Ii Specify State: 6. Method of v� Cooling Title: Phone: Matrix Analyses Requested Sample Temp: Signet , Ground 7:v,Date: Sampl.d By: -1-11- E3 E❑ l Courier. hgr-.by arrthe ALSWLbs top&orm the tests indicated below, 4 z Project Name: NPIDES "It El C) Tmcking No. E] ZZA, fattest to the "af/dify �-"-J't'thc'thwty ofth"'s sampfe- am mare tfata"P01t`9 Surface 3, � '576 -y" with or We�"Onalfy fl till I I d Tk- w -fdemd f-dand may be grounds fo, 'tic" Project Number: Sq, t -7 71 �1 < -6 -a 10 E 5 E, w 7' v Item Laboratory Work Order No, Sample ID/Location Time Water Date No. Solid r. .4 Remarks . 1A2 75 5 Ar 3 4 5 -DI-11 Ls 6 „' k 724, 8 9 10 R� IS' re -d Prime "Nlr'no): Date Time Received by Date I Time i7 rq I/XZ� ' 7Z� Turn Around Time (TAT) ❑ A < 24 Hrs or Same Day TAT Special Instruction: �� -7T-1 2 - 4f%� 4-1- 12-/, � " I ffiLJ /Soo El B =Next Workday Rei -11h.dh, ',dPmrtcdN,,-)' - Date /Time b (S gnat "d P"trd N-0- Date I Time 711t',, :;Po"' 74 C = 2 Workdays c- LJ D= 3 Workdays 146eT 0 E = Routine 5-7 Workdays A R R,'k.j,ed by ($igllh,rc all Pnn�d Namr)', "f TAT Starts at 8 AM the foll.Mirg day if samples received after 3:00 PM. TermsTnp 3,11�kl Fql iPM11t W11k, -Ple I.Aff spj, j" hod i-6 il 45 11r Ipm-Opt and mmds,111 be. d-rrd i, 5 5ubmmill offl,,.� mp- : ,I :ASSErt�b-t -P-iblefele5cMl Cod umg rcar;ecemethoddeRy.I$ Preservatives: Container Type: H = HQ IN = HNO3 T = H2$04 IC - 40C V=VOA P Pint Z=Zn(AG)2 10=NaOH IT = Na2$203 I I L- thm 2411s=200% NW Day = IGD% 2W-kdal;=5W, 3 5% 4W1,1kftr �2M 8a1lrepOrl3aresu rtdmolertrarzPJ .... iff- ASSM,h,mtr,0,, if h,M,�py nfleplft t, le,,ded, Others/Specify: 9. jAdd 10 Diti rickigc,rr( Whit. = I sN—f— ('—, CHAIN OF CUSTODY " P s; W Comact us: Nevada: 3151 W. Post Road, Las Vegas, NV 89118 P: 702.307.2659 F: 702.3072691 Cafffornia: 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 D" cal itD lAZC C. cat itn wac Tof www.assetlaboratories.com Page Cijent�: .. Report to: Bill to EDD Requirement QpIQC Sampe Receipt Condition Address:.. i .. �'' Company: Address: Excel EDD ❑ RTNE - �` s N RWQCB ❑ 1. Chilled [�°' ❑ -� Geotracker ❑ Ad ass: ,.�.. Email: Labspec p ❑ CalTrans ❑ 2. Hoadspace ❑ ❑ Level 111 ❑ 3. Container intact ❑ Others ❑ Phone: Fax: Address: Email to:pD# Specify; LEVEL IV ❑ 4. Seal Present ❑ " Regulatory ❑ 5, IR number Subm a W'By: .r+ Phone: Fax: Global ID: Specify State: 6. Method of Cooling .. Title: Phone: Phone: Fax: r Matrix Analyses Requested Sample Temp: � � Slarstu e . Date: -77 Sampled By: m Potable ❑ Soil ='enp `'oy Courier: I hereby authorize Ass,T Lato perform the tests indicated beto- Protect Name:Other , _ ;w Z NPDES Solid E Tracking No. V b 1�.�aa '+ 'S,� o m I aHesf to the vandrty rid au'hentrorty of th v tamp/a tam awarcr that tampering wrth orinte;Nronn!!y n s:-rJaa "g tho spm�le locifr^r, data orflR:e o€cottection is Surface ❑ ronardered frayd and rU, be grayft €d. logit 9raia, eeata;! :., W `� o w 0 IE z 0 a Project Number. t ,. 4 "`� Srgn r _Lu Date`� 4 ypm "' do Item c "fin Laboratory Work ®"der No. Sample lDtt. Date Time Water Solid Others ` Remarks No. v L 3 4 5 _ ti 7 y��ya. @g r 10 Isul ;erg by {Sfunatrre end P te�Nama; Date / Time 4 Received by t ural ."" atd Printed Name)- Date! Time Turn Around Time (TAT) Special Instruction: �. ' e'L-.r�' -t°% r e 2-Z 4 �' ``� �g,� r� ze,,.«.°' e € ❑ A c 24 Hrs or Same Day TAT ❑ B = Next Workday C = 2 Workdays e f p Re 9 shedy @ rrm and ?r,4ited Nama): Date! Time eived by {5 gnat re ani+ Printed Nsme)' Date /Time .n x �El " eVL-11 tg - t . ? D ❑ E = Routine 5-7 Workdays R"1 shod by (Signature and printed Name): Date! Time Rcoived by (Signature and Pnrat"d Noma)- $ ate! Time f TAT Starts at 8 AM the followifng day if samples recaived after 3:08 PM. -Ju ' I Terms 5 p&R k dFq p 9 .k FqM ..PI .. 1.AL sampies wdl hqd r d -45d ys p ,ipY znrl a..,^rds rf.11 h¢d_stroy..3�n Syrars suhm sem>>'fl:tal. xprt. 6FSSErt M ton n¢t espon,iblefor sampleScafected smg nuprreetm..t do[ogy. Press M— dyes: Container Type: H=HCl N=HNO3 S = H,804 IC = 4oc T= Tube V = VOA P = Pint 7. Regular ATrs S ] hu, tx Cays .cirtharge.. w tl appiyfcr rush anatysi< ]. a "pet ao pays. Z=Zn(AC)2 D=NaOH T=Na2S203 ,J=far $=TedlaC G=Glass L 24H Zoe9' Next Day=llif)q 2w kd}^ _a9G 3wvkdays=Is% 4Wprkc�r=zOY BNiraR¢rtsaresuh t`od^eletitra».t smt,lea-irr`�shAwSErfab x�ariesithardcopy-,'¢RerYisneeulfd. a.Lrani t i dirtl 13Y rif h,Ysrta p Others/Specify: ltd=Metal P=PIasfiC C=Can 9 ro ubc¢-ntta. z ATaridS cFargr, a nrv. 4. Add .O o,ur-hal4n taP �kg 5 ch g r-Qd nti 1p J^rtr emmm Whit. = I a'nnratnnr f--, CHAIN OF CUSTODY RECORD Contact us: Nevada: 3151W. Post Road, Las Vegas, NV 89118 P: 702.307.2659 F: 702.3072691 California: 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 White = Laboatory Copy Yellow = Customer's Coev www.assetiaboratories.com _ Page � of may` Rsport80: Bill to: , EDD Requirement QA/QC Sampe Receipt Condition Address: r'`" Company: Address: Excel EDD ❑ RTNE Y4,,/ N Geotmoker ❑ RWQCB ❑ 1. Chilled LJ ��,} � Labspec ElCafTrans El 2- N adspacs Elf ❑ Others ❑ Level !if ❑ 3. container l i.rt lAdlress:IS�,�tR, � � v J f� - Phone• Fa z; Address: Email to: PO# Specify LEVEL IV :❑ 4. Seal Present ❑ Regulatory ❑ S. IR number Suba By: Phone: Fax: Global ID: Specify State: 6. Method ofd. Cooling Title: Phone:Fax: Matrix Analyses Requested Sample Temp: $IgnakUPe' Date: Sampled By e Ground ❑ Sediment ❑ ❑ Soil T���•a Potabia : ��,. - Courier: Couer: 9hereby auPharize ASSET La , to parfarrn Phe Pesfs Indicated d2elow; G�,.�' dt ., � y ❑ Other Solid4Oth% ❑ ProjeG Nar�7 y NPDES '� 4 , '"�' g*am z A � �„ O T E asking No. r ..a a- .. 'INIn fattest to the vat dihy rand' ai lh ffcthy dfto s se •pla d sm awara that temp.,mg Surfaos •;� ,, ^'r g with orintant ozal/AP-y`-1111-re�ting the sampl , tocatrr" hate I tl-- of -111 Gon is ❑ ,' "` ., Y +1, 5. 4 ,�± , `9 9 Q W �, s - ,w• oo srderoC fre N rani may be g rads fcr legsl ach,on. Project Number:^" ` ,r Signa Date e^ $ 3 ^a Q o c W y t'5 z6 U a� CIA item Laboratory Work Order No. Sample iD/Locati® Date Time Water Solid °y Remarks No. E `'vi '271 9 s ' 1 i �' 2 1037 3 5 6 7 8 9 10 Roi.ngrais ad !S grptyre and P� me a„ e): Date / Time � Received by (Sign. e. and Pnmed Name): Date / Time Turn Around Time (TAT) Special Instruction: A ❑ A < 24 Has or Same Day TAT " e IS El =Next Workday ❑ C = 2 Workdays d �' raga shed yRSrgnahrrc ..d Pr rated Name,: Date /Time R dad by ( fu el& S gnaro and P ratame Date! Time ed M): $�' q rt; �¢/ m✓� @� _ e$� s d�E`��j/�� D = 3Workdays g ' ❑ E = Routine 5-7 Workdays n s3 -shed try (Sig -t --,d PHnted Name): Date /Time rRecerved by (S grah;re and P ftted Nam> ( ate / Time g TAT Starts at 8 AM the foliowimg day if A,:;: samples received after 3:00 PM. 5 "` Terms s Trip et.. k . d a tsr k. h hl _ . p .. 1.fiil- p( rtl be r+ p. d 45 i Y= p p `t d. _4fG-d+s4rnyedin Syear rryort avGmrss,cnof Neral repot_ 6ASSET t ho nn sNMresrohsble orsanptGs cdl—d using new dmstha{alogy. Preservatives: Container Type: H=HCI N=HNOs S=H2SOa C=4°C T=Tube V=VOA P=Pint 2.Regula TATs s -z nn.nes..days. s„rd,argeswdi ept,tym n,�nan..ws,a z:_ enet aD Den. th .24H 290Y Next Day SOD% 2W kdy SOY 3tt kdayv 35% 4Wftr, r% 8'111 pits.,. F rctd rt t.l f mA-">Er'.ah �trorte=fharA cap��°srnport rsneedetl. 7=Zn(AC)2 O=NaOH IT Na2S203 J=JaC B=Tedlar G=GiaSS 3.0 st ErDf Y IIh dirt ti/of th t ip Jr"1--- 9 ahconi„-, an,irs, h atl5srz5ara_w,v,rv- 4.Add 19% u shot$ f L t 1"'J n P k g -7 ,f� L iV Dah P .k z hat o s d- r p- g Other./SpeCify: IM = Metal P= Plastic IC =Can White = Laboatory Copy Yellow = Customer's Coev ASSET Laboratories Please review the checklist below. Any NO signifies non-compliance. Any non-compliance will be noted and must be understood as having an impact on the quality of the data. All tests will be performed as requested regardless of any compliance issues. If you have any questions or further instruction, please contact our Project Coordinator at (702) 307-2659. Cooler Received/Opened On: 12/15/2015 Workorder: N018013 Rep sample Temp (Deg C): 5.1 IR Gun ID: 2 Temp Blank: d❑ Yes ❑ No Carrier name: Golden State Overnight Last 4 digits of Tracking No.: 5376 Packing Material Used: Bubble Wrap Cooling process: d❑ Ice ❑ Ice Pack ❑ Dry Ice ❑ Other ❑ None Samale Receilot Checklist 1. Shipping container/cooler in good condition? Yes ❑ No ❑ Not Present ❑ 2. Custody seals intact, signed, dated on shippping container/cooler? Yes ❑ No ❑ Not Present❑ 3. Custody seals intact on sample bottles? Yes ❑ No ❑ Not Present 0 4. Chain of custody present? Yes ❑ No ❑ 5. Sampler's name present in COC? Yes 0 No ❑ 6. Chain of custody signed when relinquished and received? Yes 0 No ❑ 7. Chain of custody agrees with sample labels? Yes 0 No ❑ 8. Samples in proper container/bottle? Yes 0 No ❑ 9. Sample containers intact? Yes 0 No ❑ 10. Sufficient sample volume for indicated test? Yes 0 No ❑ 11. All samples received within holding time? Yes 0 No ❑ 12. Temperature of rep sample or Temp Blank within acceptable limit? Yes 0 No ❑ NA ❑ 13. Water - VOA vials have zero headspace? Yes ❑ No ❑ NA❑ 14. Water - pH acceptable upon receipt? Yes ❑ No ❑ NA 0 Example: pH > 12 for (CN,S); pH<2 for Metals 15. Did the bottle labels indicate correct preservatives used? Yes ❑ No ❑ NA 0 16. Were there Non -Conformance issues at login? Yes ❑ No ❑ NA 0 Was Client notified? Yes ❑ No ❑ NA 0 Comments: For: 12/15/2015 ,}. 12f 1 Checklist Completed By: YR Reviewed By: 7/15 U ,n 1>> y 3 3 3 3 3 3 3 3 3 0 N Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll cn OC_ LO Z r x ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ b o u u a� F F x d' a a x o� o oda yQy�� U� ygQ u x W U n C7 0 0 0 0 0 0 Z m CD M In�cIn N O h o N CD 0 0 n v In o 0 0 0 o n o o ra 0 vi oo in ao t- r 00 F W W W W W W W W W W W W W W W k W •� r. � o Z H cr A N ;zi �i N N N N N ti CD CD A C CD C, CD CD 0 D D iii a Vl Vl V"1 V"1 V1 ,N. cq N. M � n .. O A W a U� ��� Cl) U N m vii WA A S o 0 o S g S fel V m� c� cn c%i c%i 00 U a vi z z z z z CD z z 0 CL CL U �a a a a a] V) cn LO >> > a a a a a a a a s 0 N Ll Ll Ll Ll IN IN Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll cn OC_ LO Z r ❑ ❑ ❑ ❑ ❑ Li Ll ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Li Li o Q Pa q x C4 W N C Wcn °° Ln aw A a a b OU a U U U U ,� a .�°. W U W W Q O Ems- F > 7O� OU ca U °°' > d �WW W0 O� O O2 Q yQ� U� F oC7 a v�U U U d U Ga LG W 0.1 CO W Cq P] N o oo co t— Z vi v M o M v v o vi v v O O N In r. 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F F x � F� ct � oa co d co as co d as d U ra d o O o 0 0 0 0 0 0, N In In In 0o o v, O �D �n Wn .-. N O� l� 00 00 In 7 V'1 m O O O In In �n O O r. 7 O O O N In --� .-. O M M M M Cl) M l- l- 00 00 00 00 M 00 00 In d ¢ d d d d d d d d d d d d d d d d F W W W W W W W W W W W W W W W W W W k � o H If) In Lr) W) W) If) v) cz Cd o Pa o N A M � m j Or O n M o cn c� 0 cn E� xIn A «; A 0 0 0 0 o O 0 d U a U vi z z z 1 1 rL a n 0 LO CL U °V) > > >3 V) V) 3 V] 3 0 V] VS Vi 3 V) 3 V) 3 V] 3 V)0 3 0 V) 3 V] 3 LO 0 N Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll cn OC_ LO Z r x ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ d O OU �'��7 ��" QU Q�u U Ur Ur A k� � C7 6 O Fa W U W O oR o 02 o u w A W0. x DC7 .a ° o w W O O 0� ^' w �'W F �' op w �'W F o F o k w � FU ow Ix C7� x t~ En 0c� F F x Fh cao ° O�n v O O O o In 0 0 o O rn v, 00 A cO N 00 m O v-, O co C) O m O 0 m 0 O m In m In In W) to O N O O� r l� d' r O 00 00 O 00 rA d ¢ d d d d d d d ¢ d d d d F W W W W W W W W W W W W W W W k � o H Cd V) Ln W) W) W� In W) y cz cz U w O O O O II v o 0 0 0 M � Q II A �i.w L/1 b ca U W W a y 4 4 U d a d U ch C6 cn V) cn 0 o o o0 W A A o 0 0 0 0 0 ,m. 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Q� bx a o � o� how lub ate ` > �� 0 C)rA U W O °�° c ° O C} a C� O OU U U a a O F a vn W O > W C7 C7 U W d W W CG d CQ W W W N O O v, O Z O N v) O N O O O O O vn to In O 00 00 M 00 00 Vl 00 In 00 Cl) M m m F W W W W W W W W W W W W W W W W k W •� r. � o H A N N N Nr 00 y cz O O O O I w� In W) w Ga o M � m U Q O O U U CG U V Ul N Vl O h O O � � •-- N M 7 vii r+ W A A O O O O O O O O O � U ,� � M M-^ M ,Mr ,Mr ,M• ,Mr ,M• Oy •� �" 000 000 000 000 000 000 000 000 000 z z z 0 z z z z z r" 0 CL CL a �o �a 3 3 3 3 3 3 Lo 0 N Ll Ll Ll Ll Ll Ll Ll Ll Ll ❑5 ❑5 Ll 00_ L0 z r x ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ U U �1 CV7 O F a W UU C) �y o U a O 23 U " C7 O z a O Ca � O O U94 v F o x W Qo 0 a �w o v Lnu w° o rn d r o0 0N0 U 0 m 0 Q n z 00 00 00 oc M 00 rA F a a a a a w a a a ¢ a b o w w w w w w w w w w w k W z Cuo H cr Cd c cz u N � M A � Iz Ln o cn W A A o 0 0 U a vi z z z a 0 D C N E W a J E W Z — Q H @ � U = .= IEEE y N N J Cl) U Cy LLLIML 1 0 CO (O 1 Z C m Q a Q a W d O m O O O O O N N N N N O O O O O 0 LO 0 LO 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N a a a a a 0 0 0 0 0 U U U U U U U U U U Cd m m m m Q Q Q Q Q N M d' LO N w w w Cf) (1) (1) U) (1) (1) m m m m in LO O O LON N O O O M O O M M M M O O O O O V 2 v 2 v 0 0 0 0 0 Z Z Z Z Z Fo E E a� m w N f6 as co L6 0 M 00 r Z O it N O ato N � cu7 � a� T N Y N O a 2 Lo N F W ca � AL: LL ES EWE E E ti ti = .= O U (V (V Cl) Cl) CO (O C C m U 04 Pi X CN UJ H L¢L Q ao O N z � VI y � y � J y LO a° o 04 U N M COW m w M co N co M 3 W Q O U U c O y N -0 Q t� ` J O Y o c U m 0 m d m a N Q a Q a W d O m O O O O O N N N N N O O O O O 0 LO 0 LO 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N a a a a a 0 0 0 0 0 U U U U U U U U U U Cd m m m m Q Q Q Q Q N M d' LO N w w w Cf) (1) (1) U) (1) (1) m m m m in LO O O LON N O O O M O O M M M M O O O O O V 2 v 2 v 0 0 0 0 0 Z Z Z Z Z Fo E E a� m w N f6 as co L6 0 M 00 r Z O it N O ato N � cu7 � a� T N Y N O a 2 Lo N F W ca � AL: LL ES EWE E E = .= O U N C C m U 04 Pi Arl 8 C L orbs ASSET LABORATORIES ANALYTICAL SUPPORT SEWICES FOR ENVIRONMENTAL TECHNOLOGIES CHAIN OF CUSTODY RECORD Page n of FJ] Contact us: Nevada: 3151 W. Post Road, Las Vegas, NV 89118 P: 702.307.2659 F: 702.3072691 California: 11060 Artesia Blvd., Ste C, Cerritos, CA 90703 P: 562.219.7435 F: 562.219.7436 www.assetiaboratories.com Client: r Report to: Bill to: EDD Requirement QA/QC Sample Receipt Condition Address: Company: Address: Excel EDD ❑ RTNE Li Y N Geotracker ❑ RWQCB ❑ 1 -Child ❑ ❑ Address: Email: Labspec El CalTrans 0 2. Headspace ❑ ❑ Others ❑ Level III ❑ 3. Container Intact ❑ ❑ Phone: Fax: Address: Email to: ppµ pec LEVEL IV 4. Seal Present ❑ ❑ Regulatory ❑ 5. IR number Submitted By: r1© r Phone: Fax: Global ID: Specify State: 6. Method of Cooling Title: Phone: Fax: Matrix Analyses Requested Sample Temp: Signature: Date: I hereby authorize ASSET Labs to perform the tests Indicated below: Sampled By: Ground ❑ Sediment ❑ Others .. Potable ❑ Soil ❑ E .9 o ¢ E `� 6 z e ~ `o 0 z - Q W to w UJ 0. Courier: No. Project Name: NPDESOther ❑ solid ❑ I attest to the validity and authenticity of this sample. I am aware that tampering with or intentionally mislabeling the sample location, date or time of collection is considered fraud and may be grounds for legal action. Surface Water ❑ Solid Project Number: Signature: Date Remarks Item No. Laboratory Work Order No. Sample ID/Location Date Time 2 5 Z C- ; X DI 3 / it 5 SSS t t v x 4J 6 7 8 9 10 Relinquishe by (Signature and Printed Name): Date I Time Received by (Signature and Printed Name): Date /Time Turn Around Time (TAT) ❑ A < 24 Hrs or Same Day TAT ❑ B = Next Workday ❑ C = 2 Workdays XD = 3 Workdays ❑ E =Routine 5-7 Workdays TAT Starts at a AM the followiing day if samples received after 3:00 PM. Special Instruction: Inquished by (Signature and Printed Name): Date / Time Received by (Signature and Printed Name): Date / Time Relinquished by (Signature and Printed Name): Date /Time Received by (Signature and Printed Name): Date / Time Terme 5. Trip Blanksand Equipment Blanks— billablesample. 1. All sampleswill be disposed In 45 days upon receipt and recordswill be destroyed In 5 years upon submission of final report. 6. ASSET laboratories is not responslblefor samples collected using incorrect methodology. 2:RegulafTATls5-7businessdeys,surdmgeswlll apply for rush analysis 7. Terms are net 30 Days. Less than 24 Hos=200% Nrxt Day =10D% 2 Workdays = 50% 3 Workdays = 35% 4Workdays=20% 8. AN reports aresubmil[ed in eketranicformat. PleaseWorst ASSET Laboratoms if hard mpy of report is needed. 3.Custom EDD formatswRl be an addbianal3%ofthe total pool -price. 9. For subcontraRanatysis. TATantl Surchargeswlll vary. 4. Add 10%surchar efor Levei III bad, Packs es iSYe for Level IVD-Packses. 5urchaa Iledontotalroj-dre. Preservatives: Container Type; H=HCI N=HNO3 IS=H2SO4 IC=4ec T ly=VOAP=Pint Z=Zn(AC)2 O=NaOH T=Na2S203 J=Jar B=Tedlar G=Glass Others/Specify: M=Metal I P=Plastic IC=Can White = Laboratory Copy Yellow = Customer's Copy 12114/2015 Ship From ASSET LABORATORIES 11060 ARTESIA BLVD., STE. (0 CERRITOS, CA 90703 Ship To ATL INC Delivery Instructions: HOLD FOR PICK UP -45973949 MW U* � Ptint Date: 12/14/2015 4� 28 Do not copy or reprint this label for additional shipments - each package must have a uniqut- Use the "Print Label" button on this page to print the shipping label on a laser or inkjet printer. Securely attach this label to your package, do not cover the barcode. ?M Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 Date of Report: 12/18/2015 Molky Brar ASSET Laboratories 3151-3153 W. Post Rd Las Vegas, NV 89118 Client Project: Cerritos Lab BCL Project: Cerritos BCL Work Order: 1532045 Invoice ID: B221896 Enclosed are the results of analyses for samples received by the laboratory on 12/15/2015. If you have any questions concerning this report, please feel free to contact me. Sincerely, V"-"i" Person: Vanessa Sandoval Client Service Rep Authorized Signature Certifications: CA ELAP #1186; NV #CA00014; OR ELAP #4032-001; AK UST101 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX(661)327-1918 www.bclabs.com Page 1 of 22 Laboratories Inc. Environmentaliku I Testing Laboratory Since 1949 Table of Contents Sample Information Chain of Custody and Cooler Receipt form.......................................................................................................... 3 Laboratory / Client Sample Cross Reference....................................................................................................... 5 Sample Results 1532045-01 - SS1-A,B,C Composite Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) .................................. Chlorinated Herbicides (EPA Method 8151A)............................................................ 1532045-02 - SS2-A,B,C Composite Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) .................................. Chlorinated Herbicides (EPA Method 8151A)............................................................ 1532045-03 - SS3-A,B,C Composite Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) .................................. Chlorinated Herbicides (EPA Method 8151A)............................................................ 1532045-04 - SS4-A,B,C Composite Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) .................................. Chlorinated Herbicides (EPA Method 8151A)............................................................ 1532045-05 - SS5-A,B,C Composite Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) .................................. Chlorinated Herbicides (EPA Method 8151A)............................................................ Quality Control Reports Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) MethodBlank Analysis............................................................................................... Laboratory Control Sample........................................................................................ Precision and Accuracy.............................................................................................. Chlorinated Herbicides (EPA Method 8151A) MethodBlank Analysis............................................................................................... Laboratory Control Sample........................................................................................ Precision and Accuracy.............................................................................................. Notes Notes and Definitions ................................................ .................... 6 .................... 7 .................... 8 .................... 9 .................... 10 .................... 11 .................... 12 .................... 13 ............... 19 ............... 20 ............... 21 ....... 22 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 2 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 Chain of Custody and Cooler Receipt Form for 1532045 Page 1 of 2 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 3 of 22 1 ' S § : ¢ S g g 3 m Py m CA �i.. €? = 3 R o a I 3 Z O� o °mg 9 3 3p 3 J� a o m 3 3' u q qp g z -i a 4T i Z z 3 3 m , m � 1 s3 ppB q > V 0 y Z >7 4) o 9 b G (0 — C VI 0 El 0 El 8 1�' ❑ ❑ ❑ " m v � N�T1 y a � M 3 m� 3 0 X 1 0 0 v . y ❑ �' ❑ ❑ ❑ 3 M. °a_ H o- � m o � m a n n n n n 3 N a m A Z n ! N H N m ❑ ❑El r C '^ (' (�Q' 7 El Tum Nound Time o A m m A n p oNo. m l of—minaTy C Container Ty m 2 t V - m PRESERVATION n a o ❑❑❑ El ❑ 9 m G 9$ Z I .3 - bZ ❑ ❑ ❑❑ ❑❑❑❑z f I The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 3 of 22 Laboratories Inc. EnvikLl ironmental Testing Laboratory Since 1949 Chain of Custody and Cooler Receipt Form for 1532045 Page 2 of 2 MZ nai�3tlWtlS1SWli0d1S�d0 BVlllaayiadP�oMlaaOdMl Sl SLOZ/bZ/LO OZ A9HPa;3a»o0 = 0 1 len;oV = V :AS palaldwo0 6uua tunN a!dweS i ;T a7'`:s;uawwo0 HadSINVO VTNI'rts Si .LIJI aHOONa Noul Snoa-dm 7 DVH HV'IQUS OVU JLLSV'ld 'IVIA UOd HA23'IS'IIOS Uvf 70Z£ / Z09T / 08 UHHNV 70Z£/709I/708 OLZS Vda Z WS108 vda ,L 66s via Z 81,5V1117o8 I'I£S VdN IW06 L6S Vda lmot, 'ANV-III'IUAVH,L SZ9 Vda ,L SZS Vda .L 0ST8/1'STS Vda'L 0808/809/805 Vda S 605-'IVIA VOA Iw 06 1vJI0010IUa,LOva 1VOI0010IO:VH UO(10 dd 699T Vda.L 1VIA VOA Iw06 ANV'I0'1HAVHZ'IVIA VOA Iw06 SJI10Nalld VId ONvwa(! Nao AX01vJIIKaHa dd NOHUVJ 31MV51101v1LOd, dd _... __.. -. .._.. _. .. _.. a,LIU.LIN/B.LVH,LIN'zaZ MIMS'IVd:O.L dd smod Na)0U.LIN JA aOINVAO .Ld 70911 708 / 706 S1V1Law 1v3IwHHJ OINVOUONI S'iv L3w'iv5iwaHJ OINVOUONI,L g,a0 70Z saudNn ad 70911208/706 SaUdNII ad.L OL 6 8 1 C 9 S v SH313WnN 3ldWVS £ Z L S83NIVINOO 3ldWVS ,,p ?uI ;sAleuV l Q aw!l/a;ep 00 -C (0) I j :dl Jai aWOW iay-L (V) :aln;eia wal ON ❑ S3 nawe;u00 :/IIAISs!w3 OA10398 000 ON ❑ sal. L000 4o;ew (s)uo!;duosa0 ❑ ONp7 -tet A Z;3e;u! staule;uoo saldwes 1IV ❑ o N A sa A ZpaA!aaal saldwes lIV :S;uawuloD auoN [siaule}uo3 ❑;saNO aol sleaS Apo}sn0 :sluawwoD ❑ aaLI;O ❑ auoN ❑ aol an18 0l auela6!I}aa FE] ON ❑ S. aln'011 33!!3 (A}laads) ❑ lay;p ❑ XO8 ❑ auoN ;SOLID 031 H3NIVINOO 9 IddIHS �JjA}!aadaay;p ❑ ao!nlaS PIO!3 qel 08 ❑ aaA!la0 puel.l ❑ ae1;u0 ❑ Sdn ❑ X3 Pad NOIIVWH03N1 9NIddlHS :# uo1SS1wgnS }0 abed WHO3 1dI303H H31000 ONI S3!HOlVaoatll 08 The results in this report apply to the samples analyzed in accordance with the chain ofcustody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 4 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 5 of 22 Laboratory / Client Sample Cross Reference Laboratory Client Sample Information 1532045-01 COC Number: --- Receive Date: 12/15/2015 10:25 Project Number: --- Sampling Date: 12/14/2015 00:00 Sampling Location: --- Sample Depth: --- Sampling Point: SS1-A,B,C Composite Lab Matrix: Solids Sampled By: Client Sample Type: Soil 1532045-02 COC Number: --- Receive Date: 12/15/2015 10:25 Project Number: --- Sampling Date: 12/14/2015 00:00 Sampling Location: --- Sample Depth: --- Sampling Point: SS2-A,B,C Composite Lab Matrix: Solids Sampled By: Client Sample Type: Soil 1532045-03 COC Number: --- Receive Date: 12/15/2015 10:25 Project Number: --- Sampling Date: 12/14/2015 00:00 Sampling Location: --- Sample Depth: --- Sampling Point: SS3-A,B,C Composite Lab Matrix: Solids Sampled By: Client Sample Type: Soil 1532045-04 COC Number: --- Receive Date: 12/15/2015 10:25 Project Number: --- Sampling Date: 12/14/2015 00:00 Sampling Location: --- Sample Depth: --- Sampling Point: SS4-A,B,C Composite Lab Matrix: Solids Sampled By: Client Sample Type: Soil 1532045-05 COC Number: --- Receive Date: 12/15/2015 10:25 Project Number: --- Sampling Date: 12/14/2015 00:00 Sampling Location: --- Sample Depth: --- Sampling Point: SS5-A,B,C Composite Lab Matrix: Solids Sampled By: Client Sample Type: Soil The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 5 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) BCL Sample ID: 1532045-01 Client Sample Name: SS1-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # Azinphos methyl ND mg/kg 0.010 0.0047 EPA -8141A ND 1 Bolstar ND mg/kg 0.010 0.0024 EPA -8141A ND Chlorpyrifos ND mg/kg 0.010 0.0034 EPA -8141A ND Coumaphos ND mg/kg 0.010 0.0028 EPA -8141A ND Demeton O/S ND mg/kg 0.010 0.0094 EPA -8141A ND Diazinon ND mg/kg 0.010 0.0015 EPA -8141A ND Dichlorvos ND mg/kg 0.010 0.0047 EPA -8141A ND Disulfoton ND mg/kg 0.010 0.0038 EPA -8141A ND 1 Ethoprop ND mg/kg 0.010 0.0040 EPA -8141A ND 1 Fensulfothion ND mg/kg 0.010 0.0043 EPA -8141A ND 1 Fenthion ND mg/kg 0.010 0.0028 EPA -8141A ND 1 Merphos ND mg/kg 0.010 0.0022 EPA -8141A ND 1 Methyl parathion ND mg/kg 0.010 0.0035 EPA -8141A ND Mevinphos ND mg/kg 0.010 0.0026 EPA -8141A ND Naled ND mg/kg 0.010 0.0067 EPA -8141A ND Phorate ND mg/kg 0.010 0.0047 EPA -8141A ND Ronnel (Fenchlorphos) ND mg/kg 0.010 0.0023 EPA -8141A ND 1 Stirophos (Tetrachlorvinphos) ND mg/kg 0.010 0.0030 EPA -8141A ND 1 Tokuthion (Prothiofos) ND mg/kg 0.010 0.0032 EPA -8141A ND Trichloronate ND mg/kg 0.010 0.0027 EPA -8141A ND Triphenylphosphate (Surrogate) 118 % 40 - 120 (LCL - UCL) EPA -8141A Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8141A 12/16/15 12/17/15 12:49 ZZZ GC -18 1.017 BYL1806 1 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 6 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) BCL Sample ID: 1532045-01 Client Sample Name: SS1-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # 2,4-D ND mg/kg 0.020 0.013 EPA -8151A ND 1 2,4 -DB ND mg/kg 0.040 0.027 EPA -8151A ND 1 Dalapon ND mg/kg 0.050 0.041 EPA -8151A ND 1 Dicamba ND mg/kg 0.0020 0.0016 EPA -8151A ND 1 Dichloroprop ND mg/kg 0.020 0.0011 EPA -8151A ND 1 Dinoseb ND mg/kg 0.0070 0.0059 EPA -8151A ND 1 2,4,5-T ND mg/kg 0.0030 0.0026 EPA -8151A ND 1 2,4,5 -TP (Silvex) ND mg/kg 0.0030 0.0019 EPA -8151A ND 1 2,4-Dichlorophenylacetic acid (Surrogate) 63.2 % 40 - 120 (LCL - UCL) EPA -8151A 1 Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8151A 12/16/15 12/17/15 11:05 mkt GC -8 1.014 BYL1703 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 7 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) BCL Sample ID: 1532045-02 Client Sample Name: SS2-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # Azinphos methyl ND mg/kg 0.010 0.0047 EPA -8141A ND 1 Bolstar ND mg/kg 0.010 0.0024 EPA -8141A ND Chlorpyrifos ND mg/kg 0.010 0.0034 EPA -8141A ND Coumaphos ND mg/kg 0.010 0.0028 EPA -8141A ND Demeton O/S ND mg/kg 0.010 0.0094 EPA -8141A ND Diazinon ND mg/kg 0.010 0.0015 EPA -8141A ND Dichlorvos ND mg/kg 0.010 0.0047 EPA -8141A ND Disulfoton ND mg/kg 0.010 0.0038 EPA -8141A ND 1 Ethoprop ND mg/kg 0.010 0.0040 EPA -8141A ND 1 Fensulfothion ND mg/kg 0.010 0.0043 EPA -8141A ND 1 Fenthion ND mg/kg 0.010 0.0028 EPA -8141A ND 1 Merphos ND mg/kg 0.010 0.0022 EPA -8141A ND 1 Methyl parathion ND mg/kg 0.010 0.0035 EPA -8141A ND Mevinphos ND mg/kg 0.010 0.0026 EPA -8141A ND Naled ND mg/kg 0.010 0.0067 EPA -8141A ND Phorate ND mg/kg 0.010 0.0047 EPA -8141A ND Ronnel (Fenchlorphos) ND mg/kg 0.010 0.0023 EPA -8141A ND 1 Stirophos (Tetrachlorvinphos) ND mg/kg 0.010 0.0030 EPA -8141A ND 1 Tokuthion (Prothiofos) ND mg/kg 0.010 0.0032 EPA -8141A ND Trichloronate ND mg/kg 0.010 0.0027 EPA -8141A ND Triphenylphosphate (Surrogate) 108 % 40 - 120 (LCL - UCL) EPA -8141A Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8141A 12/16/15 12/17/15 13:15 ZZZ GC -18 0.997 BYL1806 1 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 8 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) BCL Sample ID: 1532045-02 Client Sample Name: SS2-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # 2,4-D ND mg/kg 0.020 0.013 EPA -8151A ND 1 2,4 -DB ND mg/kg 0.040 0.027 EPA -8151A ND 1 Dalapon ND mg/kg 0.050 0.041 EPA -8151A ND 1 Dicamba ND mg/kg 0.0020 0.0016 EPA -8151A ND 1 Dichloroprop ND mg/kg 0.020 0.0011 EPA -8151A ND 1 Dinoseb ND mg/kg 0.0070 0.0059 EPA -8151A ND 2,4,5-T ND mg/kg 0.0030 0.0026 EPA -8151A ND 1 2,4,5 -TP (Silvex) ND mg/kg 0.0030 0.0019 EPA -8151A ND 1 2,4-Dichlorophenylacetic acid (Surrogate) 63.5 % 40 - 120 (LCL - UCL) EPA -8151A 1 Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8151A 12/16/15 12/17/15 11:22 mkt GC -8 1.017 BYL1703 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 9 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) BCL Sample ID: 1532045-03 Client Sample Name: SS3-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # Azinphos methyl ND mg/kg 0.010 0.0047 EPA -8141A ND 1 Bolstar ND mg/kg 0.010 0.0024 EPA -8141A ND Chlorpyrifos ND mg/kg 0.010 0.0034 EPA -8141A ND Coumaphos ND mg/kg 0.010 0.0028 EPA -8141A ND Demeton O/S ND mg/kg 0.010 0.0094 EPA -8141A ND Diazinon ND mg/kg 0.010 0.0015 EPA -8141A ND Dichlorvos ND mg/kg 0.010 0.0047 EPA -8141A ND Disulfoton ND mg/kg 0.010 0.0038 EPA -8141A ND 1 Ethoprop ND mg/kg 0.010 0.0040 EPA -8141A ND 1 Fensulfothion ND mg/kg 0.010 0.0043 EPA -8141A ND 1 Fenthion ND mg/kg 0.010 0.0028 EPA -8141A ND 1 Merphos ND mg/kg 0.010 0.0022 EPA -8141A ND 1 Methyl parathion ND mg/kg 0.010 0.0035 EPA -8141A ND Mevinphos ND mg/kg 0.010 0.0026 EPA -8141A ND Naled ND mg/kg 0.010 0.0067 EPA -8141A ND Phorate ND mg/kg 0.010 0.0047 EPA -8141A ND Ronnel (Fenchlorphos) ND mg/kg 0.010 0.0023 EPA -8141A ND 1 Stirophos (Tetrachlorvinphos) ND mg/kg 0.010 0.0030 EPA -8141A ND 1 Tokuthion (Prothiofos) ND mg/kg 0.010 0.0032 EPA -8141A ND Trichloronate ND mg/kg 0.010 0.0027 EPA -8141A ND Triphenylphosphate (Surrogate) 117 % 40 - 120 (LCL - UCL) EPA -8141A Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8141A 12/16/15 12/17/15 13:42 ZZZ GC -18 1.014 BYL1806 1 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 10 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) BCL Sample ID: 1532045-03 Client Sample Name: SS3-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # 2,4-D ND mg/kg 0.020 0.013 EPA -8151A ND 1 2,4 -DB ND mg/kg 0.040 0.027 EPA -8151A ND 1 Dalapon ND mg/kg 0.050 0.041 EPA -8151A ND 1 Dicamba ND mg/kg 0.0020 0.0016 EPA -8151A ND 1 Dichloroprop ND mg/kg 0.020 0.0011 EPA -8151A ND 1 Dinoseb ND mg/kg 0.0070 0.0059 EPA -8151A ND 2,4,5-T ND mg/kg 0.0030 0.0026 EPA -8151A ND 1 2,4,5 -TP (Silvex) ND mg/kg 0.0030 0.0019 EPA -8151A ND 1 2,4-Dichlorophenylacetic acid (Surrogate) 86.0 % 40 - 120 (LCL - UCL) EPA -8151A 1 Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8151A 12/16/15 12/17/15 11:39 mkt GC -8 0.997 BYL1703 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 11 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) BCL Sample ID: 1532045-04 Client Sample Name: SS4-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # Azinphos methyl ND mg/kg 0.010 0.0047 EPA -8141A ND 1 Bolstar ND mg/kg 0.010 0.0024 EPA -8141A ND Chlorpyrifos ND mg/kg 0.010 0.0034 EPA -8141A ND Coumaphos ND mg/kg 0.010 0.0028 EPA -8141A ND Demeton O/S ND mg/kg 0.010 0.0094 EPA -8141A ND Diazinon ND mg/kg 0.010 0.0015 EPA -8141A ND Dichlorvos ND mg/kg 0.010 0.0047 EPA -8141A ND Disulfoton ND mg/kg 0.010 0.0038 EPA -8141A ND 1 Ethoprop ND mg/kg 0.010 0.0040 EPA -8141A ND 1 Fensulfothion ND mg/kg 0.010 0.0043 EPA -8141A ND 1 Fenthion ND mg/kg 0.010 0.0028 EPA -8141A ND 1 Merphos ND mg/kg 0.010 0.0022 EPA -8141A ND 1 Methyl parathion ND mg/kg 0.010 0.0035 EPA -8141A ND Mevinphos ND mg/kg 0.010 0.0026 EPA -8141A ND Naled ND mg/kg 0.010 0.0067 EPA -8141A ND Phorate ND mg/kg 0.010 0.0047 EPA -8141A ND Ronnel (Fenchlorphos) ND mg/kg 0.010 0.0023 EPA -8141A ND 1 Stirophos (Tetrachlorvinphos) ND mg/kg 0.010 0.0030 EPA -8141A ND 1 Tokuthion (Prothiofos) ND mg/kg 0.010 0.0032 EPA -8141A ND Trichloronate ND mg/kg 0.010 0.0027 EPA -8141A ND Triphenylphosphate (Surrogate) 115 % 40 - 120 (LCL - UCL) EPA -8141A Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8141A 12/16/15 12/17/15 14:08 ZZZ GC -18 1.017 BYL1806 1 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 12 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) BCL Sample ID: 1532045-04 Client Sample Name: SS4-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # 2,4-D ND mg/kg 0.020 0.013 EPA -8151A ND 1 2,4 -DB ND mg/kg 0.040 0.027 EPA -8151A ND 1 Dalapon ND mg/kg 0.050 0.041 EPA -8151A ND 1 Dicamba ND mg/kg 0.0020 0.0016 EPA -8151A ND 1 Dichloroprop ND mg/kg 0.020 0.0011 EPA -8151A ND 1 Dinoseb ND mg/kg 0.0070 0.0059 EPA -8151A ND 2,4,5-T ND mg/kg 0.0030 0.0026 EPA -8151A ND 1 2,4,5 -TP (Silvex) ND mg/kg 0.0030 0.0019 EPA -8151A ND 1 2,4-Dichlorophenylacetic acid (Surrogate) 73.0 % 40 - 120 (LCL - UCL) EPA -8151A 1 Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8151A 12/16/15 12/17/15 11:55 mkt GC -8 1.017 BYL1703 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 13 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) BCL Sample ID: 1532045-05 Client Sample Name: SS5-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # Azinphos methyl ND mg/kg 0.010 0.0047 EPA -8141A ND 1 Bolstar ND mg/kg 0.010 0.0024 EPA -8141A ND Chlorpyrifos ND mg/kg 0.010 0.0034 EPA -8141A ND Coumaphos ND mg/kg 0.010 0.0028 EPA -8141A ND Demeton O/S ND mg/kg 0.010 0.0094 EPA -8141A ND Diazinon ND mg/kg 0.010 0.0015 EPA -8141A ND Dichlorvos ND mg/kg 0.010 0.0047 EPA -8141A ND Disulfoton ND mg/kg 0.010 0.0038 EPA -8141A ND 1 Ethoprop ND mg/kg 0.010 0.0040 EPA -8141A ND 1 Fensulfothion ND mg/kg 0.010 0.0043 EPA -8141A ND 1 Fenthion ND mg/kg 0.010 0.0028 EPA -8141A ND 1 Merphos ND mg/kg 0.010 0.0022 EPA -8141A ND 1 Methyl parathion ND mg/kg 0.010 0.0035 EPA -8141A ND Mevinphos ND mg/kg 0.010 0.0026 EPA -8141A ND Naled ND mg/kg 0.010 0.0067 EPA -8141A ND Phorate ND mg/kg 0.010 0.0047 EPA -8141A ND Ronnel (Fenchlorphos) ND mg/kg 0.010 0.0023 EPA -8141A ND 1 Stirophos (Tetrachlorvinphos) ND mg/kg 0.010 0.0030 EPA -8141A ND 1 Tokuthion (Prothiofos) ND mg/kg 0.010 0.0032 EPA -8141A ND Trichloronate ND mg/kg 0.010 0.0027 EPA -8141A ND Triphenylphosphate (Surrogate) 91.0 % 40 - 120 (LCL - UCL) EPA -8141A Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8141A 12/16/15 12/17/15 14:34 ZZZ GC -18 0.993 BYL1806 1 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 14 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) BCL Sample ID: 1532045-05 Client Sample Name: SS5-A,B,C Composite, 12/14/2015 12:00:OOAM, Client MB Lab Constituent Result Units PQL MDL Method Bias Quals Run # 2,4-D ND mg/kg 0.020 0.013 EPA -8151A ND 1 2,4 -DB ND mg/kg 0.040 0.027 EPA -8151A ND 1 Dalapon ND mg/kg 0.050 0.041 EPA -8151A ND 1 Dicamba ND mg/kg 0.0020 0.0016 EPA -8151A ND 1 Dichloroprop ND mg/kg 0.020 0.0011 EPA -8151A ND 1 Dinoseb ND mg/kg 0.0070 0.0059 EPA -8151A ND 2,4,5-T ND mg/kg 0.0030 0.0026 EPA -8151A ND 1 2,4,5 -TP (Silvex) ND mg/kg 0.0030 0.0019 EPA -8151A ND 1 2,4-Dichlorophenylacetic acid (Surrogate) 32.8 % 40 - 120 (LCL - UCL) EPA -8151A S09 1 Run QC Run # Method Prep Date Date/Time Analyst Instrument Dilution Batch ID 1 EPA -8151A 12/16/15 12/17/15 12:12 mkt GC -8 1 BYL1703 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 15 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) Quality Control Report - Method Blank Analysis Constituent QC Sample ID MB Result Units PQL MDL Lab Quals QC Batch ID: BYL1806 Azinphos methyl BYL1806-BLK1 ND mg/kg 0.010 0.0047 Bolstar Chlorpyrifos BYL1806-BLK1 BYL1806-BLK1 ND ND mg/kg mg/kg 0.010 0.010 0.0024 0.0034 Coumaphos BYL1806-BLK1 ND mg/kg 0.010 0.0028 Demeton O/S BYL1806-BLK1 ND mg/kg 0.010 0.0094 Diazinon BYL1806-BLK1 ND mg/kg 0.010 0.0015 Dichlorvos BYL1806-BLK1 ND mg/kg 0.010 0.0047 Disulfoton BYL1806-BLK1 ND mg/kg 0.010 0.0038 Ethoprop BYL1806-BLK1 ND mg/kg 0.010 0.0040 Fensulfothion BYL1806-BLK1 ND mg/kg 0.010 0.0043 Fenthion BYL1806-BLK1 ND mg/kg 0.010 0.0028 Merphos BYL1806-BLK1 ND mg/kg 0.010 0.0022 Methyl parathion BYL1806-BLK1 ND mg/kg 0.010 0.0035 Mevinphos BYL1806-BLK1 ND mg/kg 0.010 0.0026 Naled BYL1806-BLK1 ND mg/kg 0.010 0.0067 Phorate BYL1806-BLK1 ND mg/kg 0.010 0.0047 Ronne] (Fenchlorphos) BYL1806-BLK1 ND mg/kg 0.010 0.0023 Stirophos (Tetrachlorvinphos) BYL1806-BLK1 ND mg/kg 0.010 0.0030 Tokuthion (Prothiofos) BYL1806-BLK1 ND mg/kg 0.010 0.0032 Trichloronate BYL1806-BLK1 ND mg/kg 0.010 0.0027 Triphenylphosphate (Surrogate) BYL1806-BLK1 80.8 % 40 - 120 (LCL - UCL) The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 16 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) Quality Control Report - Laboratory Control Sample Control Limits Spike Percent Percent Lab Constituent QC Sample ID Type Result Level Units Recovery RPD Recovery RPD Quals QC Batch ID: BYL1806 Bolstar BYL1806-BS1 LCS 0.026174 0.026846 mg/kg 97.5 50-130 Chlorpyrifos BYL1806-BS1 LCS 0.028523 0.026846 mg/kg 106 60-140 Diazinon BYL1806-BS1 LCS 0.012248 0.026846 mg/kg 45.6 40-120 Methyl parathion BYL1806-BS1 LCS 0.024329 0.026846 mg/kg 90.6 60-120 Mevinphos BYL1806-BS1 LCS 0.017785 0.026846 mg/kg 66.3 50-120 Ronnel (Fenchlorphos) BYL1806-BS1 LCS 0.023490 0.026846 mg/kg 87.5 50-120 Stirophos (Tetrachlorvinphos) BYL1806-BS1 LCS 0.031208 0.026846 mg/kg 116 60-140 Triphenylphosphate (Surrogate) BYL1806-BS1 LCS 0.093624 0.083893 mg/kg 112 40-120 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 17 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Organo -Phosphorus Pesticide Analysis (EPA Method 8141A) Quality Control Report - Precision & Accuracy Control Limits Source Source Spike Percent Percent Lab Constituent Type Sample ID Result Result Added Units RPD Recovery RPD Recovery Quals The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 18 of 22 QC Batch ID: BYL1806 Used client sample: N Bolstar MS 1528561-63 ND 0.024262 0.026230 mg/kg 92.5 40-140 MSD 1528561-63 ND 0.022772 0.026403 mg/kg 6.3 86.3 30 40-140 Chlorpyrifos MS 1528561-63 ND 0.023934 0.026230 mg/kg 91.3 40-130 MSD 1528561-63 ND 0.024587 0.026403 mg/kg 2.7 93.1 30 40-130 Diazinon MS 1528561-63 ND 0.011639 0.026230 mg/kg 44.4 40-120 MSD 1528561-63 ND 0.011221 0.026403 mg/kg 3.7 42.5 30 40-120 Methyl parathion MS 1528561-63 ND 0.023770 0.026230 mg/kg 90.6 40-125 MSD 1528561-63 ND 0.021947 0.026403 mg/kg 8.0 83.1 30 40-125 Mevinphos MS 1528561-63 ND 0.018361 0.026230 mg/kg 70.0 40-140 MSD 1528561-63 ND 0.020462 0.026403 mg/kg 10.8 77.5 30 40-140 Ronnel (Fenchlorphos) MS 1528561-63 ND 0.023443 0.026230 mg/kg 89.4 40-120 MSD 1528561-63 ND 0.021617 0.026403 mg/kg 8.1 81.9 30 40-120 Stirophos (Tetrachlorvinphos) MS 1528561-63 ND 0.031311 0.026230 mg/kg 119 40-140 MSD 1528561-63 ND 0.030033 0.026403 mg/kg 4.2 114 30 40-140 Triphenylphosphate (Surrogate) MS 1528561-63 ND 0.082131 0.081967 mg/kg 100 40-120 MSD 1528561-63 ND 0.084158 0.082508 mg/kg 2.4 102 40-120 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 18 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) Quality Control Report - Method Blank Analysis Constituent QC Sample ID MB Result Units PQL MDL Lab Quals QC Batch ID: BYL1703 2,4-D BYL1703-BLK1 ND mg/kg 0.020 0.013 2,4 -DB Dalapon BYL1703-BLK1 BYL1703-BLK1 ND ND mg/kg mg/kg 0.040 0.050 0.027 0.041 Dicamba BYL1703-BLK1 ND mg/kg 0.0020 0.0016 Dichloroprop BYL1703-BLK1 ND mg/kg 0.020 0.0011 Dinoseb BYL1703-BLK1 ND mg/kg 0.0070 0.0059 2,4,5-T BYL1703-BLK1 ND mg/kg 0.0030 0.0026 2,4,5 -TP (Silvex) BYL1703-BLK1 ND mg/kg 0.0030 0.0019 2,4-Dichlorophenylacetic acid (Surrogate) BYL1703-BLK1 60.7 % 40 - 120 (LCL - UCL) The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 19 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) Quality Control Report - Laboratory Control Sample Control Limits Spike Percent Percent Lab Constituent QC Sample ID Type Result Level Units Recovery RPD Recovery RPD Quals QC Batch ID: BYL1703 2,4-D BYL1703-BS1 LCS 0.066447 0.078947 mg/kg 84.2 50-120 2,4 -DB BYL1703-BS1 LCS 0.11480 0.17763 mg/kg 64.6 50-120 Dicamba BYL1703-BS1 LCS 0.017105 0.019737 mg/kg 86.7 50-120 Dichloroprop BYL1703-BS1 LCS 0.063158 0.078947 mg/kg 80.0 50-120 Dinoseb BYL1703-BS1 LCS 0.029934 0.039474 mg/kg 75.8 50-120 2,4,5-T BYL1703-BS1 LCS 0.016447 0.019737 mg/kg 83.3 30-120 2,4,5 -TP (Silvex) BYL1703-BS1 LCS 0.014145 0.019737 mg/kg 71.7 50-120 2,4-Dichlorophenylacetic acid (Surrogate) BYL1703-BSI LCS 0.11217 0.13158 mg/kg 85.2 40-120 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 20 of 22 Laboratories Inc. Envio ironmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Chlorinated Herbicides (EPA Method 8151A) Quality Control Report - Precision & Accuracy Control Limits Source Source Spike Percent Percent Lab Constituent Type Sample ID Result Result Added Units RPD Recovery RPD Recovery Cluals The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 21 of 22 QC Batch ID: BYL1703 Used client sample: N 2,4-D MS 1528561-48 ND 0.069000 0.080000 mg/kg 86.2 40-120 MSD 1528561-48 ND 0.061074 0.080537 mg/kg 12.2 75.8 30 40-120 2,4 -DB MS 1528561-48 ND 0.13133 0.18000 mg/kg 73.0 50-120 MSD 1528561-48 ND 0.069128 0.18121 mg/kg 62.1 38.1 30 50-120 Q02,Q 03 Dicamba MS 1528561-48 ND 0.017333 0.020000 mg/kg 86.7 50-120 MSD 1528561-48 ND 0.016443 0.020134 mg/kg 5.3 81.7 30 50-120 Dichloroprop MS 1528561-48 ND 0.065667 0.080000 mg/kg 82.1 40-120 MSD 1528561-48 ND 0.048993 0.080537 mg/kg 29.1 60.8 30 40-120 Dinoseb MS 1528561-48 ND 0.030000 0.040000 mg/kg 75.0 40-130 MSD 1528561-48 ND 0.035906 0.040268 mg/kg 17.9 89.2 30 40-130 2,4,5-T MS 1528561-48 ND 0.017333 0.020000 mg/kg 86.7 30-120 MSD 1528561-48 ND 0.016443 0.020134 mg/kg 5.3 81.7 30 30-120 2,4,5 -TP (Silvex) MS 1528561-48 ND 0.015333 0.020000 mg/kg 76.7 40-120 MSD 1528561-48 ND 0.014094 0.020134 mg/kg 8.4 70.0 30 40-120 2,4-Dichlorophenylacetic acid (Surrogate MS 1528561-48 ND 0.11833 0.13333 mg/kg 88.7 40-120 MSD 1528561-48 ND 0.069799 0.13423 mg/kg 51.6 52.0 40-120 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting parry. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third parry intermetation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 21 of 22 Laboratories Inc.L1 Environmental Testing Laboratory Since 1949 ASSET Laboratories Reported: 12/18/2015 14:22 3151-3153 W. Post Rd Project: Cerritos Las Vegas, NV 89118 Project Number: Cerritos Lab Project Manager: Molky Brar Notes And Definitions MDL Method Detection Limit ND Analyte Not Detected PQL Practical Quantitation Limit 002 Matrix spike precision is not within the control limits. Q03 Matrix spike recovery(s) is(are) not within the control limits. S09 The surrogate recovery on the sample for this compound was not within the control limits. The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report me for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Report ID: 1000429696 4100 Atlas Court Bakersfield, CA 93308 (661) 327-4911 FAX (661) 327-1918 www.bclabs.com Page 22 of 22 EXHIBIT "B" IVIIIV-rvtuv I IAtSLt 131LL-OF-LADING BILL NO. AND TRANSPORTATION AGREEMENT PRINCIPAL CARRIER VVA C-,0 V 0(: 1 5 0 DATE (� A- 64859 JOB # ADDRESS BROKER # CITY/STATE/ZIP PH. TRUCK # UNDERLYING CARRIER (IF ANY) 1_ LA 11,-j TRAILER # ADDRESS PH. CA# SHIPPER RECEIVER awl ADDRESS ADDRESS CITY/STATE/ZIP CITY/STATE/ZIP POINT OF ORIGIN %1 POINT OF DESTINATION • - ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ HOURLY Ll TONNAGE LJ PER LOAD ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER RATE @ ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK ARRIVE DEPART off-11:4VITI 1 ! ll 74 2 Lcl 3 5 , 6 `{ 7 8 9 10 C 11 12 13 14 15 REPORTING TIME START DRIVING TIME LAST TRIP ENDING TIME ARRIVAL EAT DUMP LAS TRIP TOTAL TIME END LOADING LAST "[RIP DEDUCTIBLE TIME RUNNING TIME LAST TRIP NET TIME TOTAL TONS ACCESSORIAL OTHER I I i[Till" I A `L CARRIER DRIVER SIGNATURE SHIPPER{RECEIVER (AGENT OR IIFRITnOl cI!_AI ATI IMr wUil4-114CIijU I IAt$Lt t$ILL-UF-LADING AND TRANSPORTATION AGREEMENT PRINCIPAL CARRIER I It('✓� �Se� �,C r ! �� c_ \ ADDRESS CITY/STATE/ZIP UNDERLYING CARRIER ' (IF ANY) J Z k I Ir ADDRESS SHIPPER ADDRESS CITY/STATE/ZIP POINT OF ORIGIN DATE PH. PH. RECEIVER ADDRESS CITY/STATE/ZIP POINT OF DESTINATION BILL NO. A- 84936 JOB # BROKER # i TRUCK # TRAILER # CA # LI HOURLY ❑ TONNAGE ❑ PER LOAD RATE @ W ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK BILL NO. A- 84936 JOB # BROKER # i TRUCK # TRAILER # CA # LI HOURLY ❑ TONNAGE ❑ PER LOAD RATE @ W CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITORI SIGNOTI JRG TAG NO. WEIGHT COMMODITY LOADING ARRNE DEPART UNLOADING ARRIVE DEPART STANDBY BREAl NOR TIME REASON FOR DELAY ®® LAST TRIP .. RUNNING ACCESSORIAL OTHER RSE SIDE TOTAL CHARGES CONDITIONS ON TERMS CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITORI SIGNOTI JRG .. -. a .r-%. L-A AND TRANSPORTATION AGREEMENT DATE PRINCIPAL —g CARRIER ` �-C2V'1�,1 i% tJG1" BILL NO. _ � J3 u M JOB# CITY/STATE/ZIP C��� ADDRESS if Q r C k Lt,A-A E- I S r" BROKER # c? VI I CITY/STATE/ZIP �+c ! i r ;;� PH.-?, TRUCK# � t UNDERLYING CARRIE (IF ANY) r + _ s `..f TRAILER # ` I ADDRESS,? �, PH. CA# ❑ 10 -WHEELER SHIPPER I RECEIVER ADDRESS COMMODITY LOADING ARRIVE DEPART ADDRESS CITY/STATE/ZIP ISTANDBY TIME BREAKDOWNOR REASON FOR DELAY CITY/STATE/ZIP POINT OF ORIGIN POINT OF DESTINATION ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ HOURLY LJ TONNAGE Ll PER LOAD ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER EJ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER RATE @ ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK TAG NO. WEIGHT COMMODITY LOADING ARRIVE DEPART UNLOADING ARRIVE DEPART ISTANDBY TIME BREAKDOWNOR REASON FOR DELAY run TIME LAST TRIP DUMP LAST TRI ' ENDLOADING � � SUBJECT TO TERMS AND TOTAL CHARGES CONDITIONS ON REVERSE SIDE CARRIER DRIVER SIGNATURE / SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE ..- _-i-L.-VI -L-MV IIY\7 AND TRANSPORTATION AGREEMENT PRINCIPAL CARRIER 0r - ADDRESS 1 CITY/STATE/ZIP UNDERLYING CARRIER (IF ANY) ADDRESS SHIPPER ADDRESS CITY/STATE/ZIP DATE PH PH. RECEIVER ADDRESS CITY/STATE/ZIP POINT OF ORIGIN I POINT OF DESTINATION BILL NU. ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER LJ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK BILL NU. M- -i 5bb66 JOB # s BROKER# DEPART TRUCK # TRAILER # CA# ❑ HOURLY ❑ TONNAGE ❑ PER LOAD RATE @ W CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE TAG NO. I WEIGHT I COMMODITY LOADING UNLOADING ARRIVE DEPART ARRIVE DEPART STANDBY BREAKDOWN OR TIME REASON FOR DELAY ARkl-VA,L -TIME AT. DUMP L� LAST END '" ACCESSORIAL OTHER SUBJECT TO TERMS AND TOTAL CHARGES CONDITIONS ON REVERSE SIDE CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE AND TRANSPORTATION AGREEMENT CARRIER ! II ( ! II DATEPRINCIPAL WEIGHT COMMODITY BILL NU. 11A ADDRESS BROKER# 7- CITY/STATE/ZIP PH. TRUCK# UNDERLYING CARRIER (IF ANY) TRAILER # r" ADDRESS PH. CA # SHIPPER RECEIVER ADDRESS ADDRESS CITY/STATE/ZIP CITY/STATE/ZIP POINT OF ORIGIN POINT OF DESTINATION F " ❑ 10 -WHEELER ❑ SUPER -10 ❑ STRONG ARM ❑ SUPER TAG ❑ TRANSFER ❑ DBL BOTTOMS ❑ SEMI -BOTTOM ❑ END DUMP ❑ SIDE DUMP ❑ TRUCK & PUP ❑ WATER TRUCK ❑ FLAT BED ❑ MIXER ❑ OTHER Ll HOURLY RATE @ Ll TONNAGE El PER LOAD DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE TAG NO. WEIGHT COMMODITY LOADING UNLOADING ARRIVE DEPART ARRIVE STANDBY BREAKDOWN OR DEPART TIME REASON FOR DELAY ®® LAST TRIP RUNNING TOTAL CHARGES SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE wvwwLVV I I/1OLC DILL-ur-LNUIIVb AND TRANSPORTATION AGREEMENT PRINCIPAL CARRIER ADDRESS CITY/STATE/ZIP UNDERLYING CARRIER (IF ANY) ADDRESS SHIPPER ADDRESS CITY/STATE/ZIP DATE f: Ma PH. RECEIVER ADDRESS CITY/STATE/ZIP POINT OF ORIGIN I POINT OF DESTINATION • ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK BILL NO. N- JOB # BROKER # TRUCK # TRAILER # CA# ❑ HOURLY ❑ TONNAGE ❑ PER LOAD RATE @ run TAG NO. WEIGHT COMMODffY LOADING UNLOADING ARRIVE DEPART ARRIVE DEPART STANDBY BR"FORDELAY TIME REA ®®END LOADING L'ASTTRIP DEDUCTIBLE TIME ® ACCESSORIAL OTHER TOTAL CHARGES SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE T & M Projects Inc.r=r 780 West Channel Street �`� San Pedro, CA 90731 T & M CONSTRUCTION ,/Y) T & M EQUIPMENT RENTALS Customer �[ / / Billing Address Phone No. (310) 833 — 3366 Office (310) 833 — 7965 Fax 7072 Datetil Operator % 0,P" Job — Site: P. O. No.: Job No.: Equipment: Start: Deductions: End: Total Hours: Rate: Extension: Load Type: Destination: Total Loads: Rate: Extension: TOTAL Customer assumes "Owner's Responsibility" for material load and weight if citation regarding such is issued to driver by California Highway Patrol (per CHP 279). T & M Projects Inc. is not liable for any damage to underground utilities not uncovered prior to excavation. Payment is due upon receipt of invoice, unless otherwise negotiated. 1 '/2% interest will be charged per month on balance of past due accounts. Customer hereby agrees to pay collection costs, attorney fees and court costs incurred by T & M Projects Inc. if payment is not made in accordance with the foregoing terms. /'/ Customer SIGNATURE I IF%LJL. L. BILL NU. AND TRANSPORTATION AGREEMENT DATE M - 795611 CARRIER PRINCIPAL� p Ylc} ✓UG/ c7 1/1 - 1 15 JOB # ADDRESS 130 + C�.i L. N p �A e, Sr BROKER # CO h CITY/STATE/ZIPP TRUCK# (IF ANY)YING CARRIER L t .•. y TRAILER# 1 `^ ADDRESS .! CA# SHIPPER RECEIVER IK 1 44 UNLOADING ARRIVE DEPART STANDBY BREAKDOWN OR TIME REASON FOR DELAY ADDRESS ADDRESS CITY/STATE/ZIP CITY/STATE/ZIP POINT OF ORIGIN POINT QF DESTINATION ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED If HOURLY LJ TONNAGE L3 PER LOAD ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER RATE @ ❑ STRONG ARM U SEMI -BOTTOM ❑ WATER TRUCK I ( lrrit2u '/ CARRIER DRIVER SIGNATUR SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE TAG NO. WEIGHT COMMODffY LOADING ARRIVE DEPART UNLOADING ARRIVE DEPART STANDBY BREAKDOWN OR TIME REASON FOR DELAY START DRIVING LAST TRIP Ems..: ARRIVAL TIME Al—TIME DUMP LAST TRIP . . . ® ...ACCESSORIAL OTHER SUBJECT TO TERMS AND TOTAL CHARGES CONDITIONS ON REVERSE SIDE ( lrrit2u '/ CARRIER DRIVER SIGNATUR SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE IYVIY-IVCl7V I IHDLC DILL-Vr-LAUINU AND TRANSPORTATION AGREEMENT DATE PRINCIPAL CARRIER ADDRESS CITY/STATE/ZIP UNDERLYING CARRIER (IF ANY) ADDRESS SHIPPER ADDRESS CITY/STATE/ZIP PH. PH. RECEIVER ADDRESS CITY/STATE/ZI P POINT OF ORIGIN I POINT OF DESTINATION BILL NO. N - JOB # BROKER # TRUCK # TRAILER # CA # ❑ HOURLY LJ TONNAGE LJPER LOAD RATE @ $ ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP U MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP U OTHER ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK BILL NO. N - JOB # BROKER # TRUCK # TRAILER # CA # ❑ HOURLY LJ TONNAGE LJPER LOAD RATE @ $ CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE TAG NO. WEIGHT COMMODITY LOADING UNLOADING ARRIVE DEPART ARRIVE DEPARTTIME STANDBY BREAKDOWN OR JjjjFj0RaDELAY STARTDRIVING_ TIME LAST TRIP ARAWAL TIME AT DUMP LAST TRIP LAST '' ' TOTAL TONS ACCESSORIAL OTHER SUBJECT TO TERMS AND TOTaI. cHaRces CONDITIONS ON REVERSE SIDE CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATURE NUN -NEGOTIABLE BILL -OF -LADING TAG NO. WEIGHT COMMODITY BILL NO. AND TRANSPORTATION AGREEMENT DATE A _ ���Q PRINCIPAL CARRIER Tl IM Cooj ST V \Ar- i I JOB # ADDRESS _ BROKER# CITY/STATE/ZIP PH. TRUCK # j UNDERLYING CARRIER TRAILER # (IF ANY) ADDRESS PH. CA# SHIPPER RECEIVER ADDRESS ADDRESS CITY/STATE/ZIP CITY/STATE/ZIP POINT OF ORIGIN POINT OF DESTINATION • ❑ SUPER TAG ❑ END DUMP ❑ FLAT BED D HOURLY LI TONNAGE LJ PER LOAD ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER RATE @ ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATI IRF TAG NO. WEIGHT COMMODITY LOADING ARRIVE UNLOADING DEPART ARRIVE STANDBY DEPART TME BREAKDOWN OR REASON FOR DELAY tTART DRIVING ARRIVAL TIME AT END '• • � ING � N�TTIME TOTAL TONS ACCESSORIAL OTHER SUB TO TERMS AND TOTAL CHARGES CONDITIONS OH REVERSE SIDE CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT OR DEBITOR) SIGNATI IRF NUN-NLUL) I (ABLE BILL -OF -LADING AND TRANSPORTATION AGREEMENT PRINCIPAL CARRIER ADDRESS CITY/STATE/ZIP UNDERLYING CARRIER (IF ANY) ADDRESS SHIPPER ADDRESS CITY/STATE/ZIP BILL NO. DATE A- 64490 JOB # BROKER # PH. TRUCK # TRAILER # PH. CA# RECEIVER! ADDRESS CITY/STATE/ZIP POINT OF ORIGIN I POINT OF DESTINATION MINIMUM❑ SUPER TAG Ll END DUMP LJ FLAT BED ❑ 10 -WHEELER ❑ TRANSFER ❑ SIDE DUMP ❑ MIXER ❑ SUPER -10 ❑ DBL BOTTOMS ❑ TRUCK & PUP ❑ OTHER ❑ STRONG ARM ❑ SEMI -BOTTOM ❑ WATER TRUCK ❑ HOURLY ❑ TONNAGE ❑ PER LOAD RATE @ W CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT oR nFRiTnR% eicuATille� TAG NO. WEIGHT COMMODITY LOADING ARRIVE UNLOADING DEPART ARRIVE DEPART STANDBY I I TIME BREAKDOWN OR REASON FOR DELAY AffRIVAL TIME AT=' UMP LAST TRIP • • •ING LASTTRIP RUNNING TIME LASTTRIP TOTAL TONS_ ACCESSORIAL OTHER REVERSE SIDE TOTAL CHARGES COMID NDITIONS OTERMS CARRIER DRIVER SIGNATURE SHIPPER/RECEIVER (AGENT oR nFRiTnR% eicuATille� EXHIBIT "C" FATE OF CA I .(FORMA DEPARTMENT OF INDUSTRIAL RELATIONS ` DIVISION OF OCCUPATIONAL SAFETY AND HEALTH Temporary Worksite Notification for Asbestos -Related Work Company/EmployerName: Hi Tech Environmental Services, Inc. Headquarters Address 1601 N. Si lypda Blvd. #507, Manhattan Beach CA ()0266 Contractors State License Board License Number: 672357 Asn', HA7 DOSH-ACRU (Cal/OSHA) Asbestos Registration Number: gS6 And/or "Report of Use" Registry number: Address of Temporary Worksite and Precise Location: _ 5433 Sharynng Lane, Torrance, CA 90505. Nearest intersection: Type of Business: Re.;irlential *Name of Certified Supervisor: late MeT *Name of Qualified person in charge of air monito�g, laboratory work, and respirators: Jonathan Massey *Name of Certified of Consultant: Jonathan Massey Projected job starting date: 11/26/14 projected completion date: _ 11/26/14 Describe type, scope and work practices ofjob: Roofing Mastic and Transite Flue P;op .-per survey. Non -friable Less than 100 square feet Evaluation of potential for exposure: Estimated number of employees on this job: 2 Prior to the start of each job or phase of asbestos-related work requiring the employer or contractor to be registered, Section 341.9 of the California Code of Regulations (8 CCR 341.9) requires notifications to the nearest DOSH District Office. Do not send this notification to DOSH Headquarters or to DOSH Consultation. This will not satisfy the notification requirement and could result in citation. Note: Any change in the information provided to the district office by the written notice shall be reported to the district office within 24 hours of such change. CAUOS14 1 Form 183B Rev 04/2004 South Coast Air Quality Management District (www.aqmd..qo Mail Form and Fee To 21865 Copley Drive, Diamond Bar, CA 91765-4182 Phone: (909)396-2336 SCAQMD Rule 1403 Form Asbestos Notification File # 55641 Notiftation of Demolition or Asbestos Removal Los Angeles, CA 90074-5641 Demolition Information: All asbestos containing materials must be removed prier to any demolition activity Asbestos Rerrxmi Cornio" Name 4 1- - -Fcc, k D* of Asbestos Removal Z 5 /y Check work practices to prevent, suppress and contain dust, and dust controls to be use at the demolition site SPRAY WATER EXIT GRATES TARP TRrNS FENCE SCREENS STONE TRUCK PADS TIRE WASHING SOIL STABUZERS OTHER FENCE EK 0 0 0 Contingency Demolition Plan: Check actions to be followed if unexpected asbestos is found during demolition or asbestos material becomes disturbed, crum- bled, pulverized or reduced to powder. Disturbed/Damaged ACM requires a Procedure 5 Plan Approval prior to clean-up ( See Prge-dure 5 STOPWORK NOTIFYOWNER SECURE STABILIZE POST SIGNS ISOLATIEWORKAREA SURVEY CHARACTERIZE WASTE OTHER 011- Er- cr--- 0-- 0 0-,-- 0 0 Ordered DemoMion: Attach a copy of the agency order AJoki-p— Agency Name RIone D.*dOrder Aukdzing Person Tib Date Ordered to Begin Waste Information WASTE TRANSIMTER 1111 b 1)7-1)' ) q � , 0 WAM STORKOE ME Address Z03 L.(j Aid,,M Pe I J Address City 6,A e- 6e,,j N &,&. CA zip qo;2y7 City WAMTRANSPOM#2 LANDFLI Address Address City Stale 70 city a-A9 — zip Contractor Certification: All contractors or owner/operator subrrgtdng this noffication must sign this form I oei* it an indivdd trained in the provisions mgu1alJonsAQMD Rule 1403 and the Asbestos NESHAP Tff�'a 40 CFR Part 61 Suboad/Awl beonsite during the derno"onor renovation and Menoetld lherequired training has been a=mpllshed by itis person wil bearakWorinsIx0on duiringnorm al business hours lherebyceitilythatallolthe dormAion contained herein and inlormation subinMed with this nolificalion isftw and coned. Company Nam J-'( %Ak-'/ "5 h PrNameof0wnmX)pera1orT'jz"(.'/( Uv 1) tL,/ lignAnd Dais /2-3-13(4 Notification Fee: NonOmkmsinal bemrdftWmceiMpagdtDRu'el46 byt4q&' payment (,Rate 301 T"VII). Please make check pwable bSCAQW. Fees are perrdka#on and vay acoordng IDit,02TOTALAVOWdasbeslos renvied orthe dernoition 2BULDW SM TheRevismAno" fees the cifferwoe between the new RK(Ed Sm Fee c*gory and the original Road Sm Fee calegory (See Fee Information Size Few Fee Based on project Sin (sq ft) Additional Fen Acidilional Fm- 1,000 or-WL, $57.18 F-1 Special Handling Fee $ 57.18 TOW Fee Due* Zq 1AL10-54=1 $ 174M Revision to Notification— $57.18 5,001 to 10,000 — $409.26Returned Check Fee— $25.00 10,001 to 50,000— $641.73 Planned Renovation— $641,73 50,001 to 100.0!00— $930.03 Procedure 4 or 6 Plan— $ 60.73 H 100,001 or more — $ 1,55().()4 Expedited 4 or 5 Plan— $320.86 Attention Keep 7hree (3) Copies of This Noblicallon Far for yourrecords, lopositattbevmtkok and to dt* a city demchon permit See Ca',,'cmia H.—slh and Sa,'ety Code 198275that reciuires that you provideacopy ofthadernoillion no*Mon to Bulking and Sft belomissusnos of ademoft perat For questions call 909,3W20. Forms, instructions and Ru`g 1403can beoblained from teACAADwebsilaal ov. Plaose mad this signed odgirial rdtalion form, fep, and any altKivrob to SCACMD Asbestos Notifi- cation File # %641 Los Angeles, CA X74-5641. Mailing sam tirne, money and mduoes traft and air pollution. Ti Form and Fee To: SCAQMD1 Asbestos Notifimbon File # 55641 es, CA 9W74-56411 • 41 All 1 .11.# 0 DEMOLITIONOE]MOLrnON ASEESTOSREMOVAL PLANNED RENO 1PROCEDURE4PLAN I PROCEDURE 5 PLAN 11 11, 11 EMERGENCY ORDERED Pf*dType Pell", ?Wff 10, V U119ency 0 0 NoNcallonType ORIGINAL 'CANCELLATION IREVISION AMOUNT 'REVISION DATES 'REVISION OTHER 0 0 0 0 1:1 Contractor Information: Notifications should be submitted by the contractor performing the project csLBucm*q'3,Z-3 70 coLosmw. AMID CHEM FM DATE PROJECT41 Company Nam List ate &P"is*s) Ptbne C/ AdIM Zc) L..J N L tj -J 6 Q* u C I 2-Y I atI, 6 A eii N sw kzip qt) z q 7 CaMleW by Phone Site Information: Copies of this notification and the CAG asbestos survey report must be kept at the worksite during this project Site Name rA ) C- ,o In I % 'r,' E\ � =-:—\ � SkaAddm 5 43; IJ Q- C 1 Crosssred OCA -l- hr - Site city -,c, f. -N J C 0— st& Candy L- A Site Omw -Du,,j 4, L (V\ 0 r- ,p V-�_ rPhone5 VO L; 70 i caw D(I 4. - LA 0-I Owner Address 5q3�� 1z. <-_ (,�AWe (A&i-e— QY '10 4 1" N ,J ca— Shote L2�-� Jap '?- 0 5 0 SL Describe Work DescribeWork l.mW(s) Demolition Project Start Date r- 15 Demolition ftied End Date/ Z 24 (4 Project Work Shift Day 0 SWft 0 NW 0 'BUILDING SIZE in sq ft I MirtwofFbars _V�.e... Binding Age (Yeast 6`7 Number of Buildings or Dwelling Units' -F" Q &AftAW SCHM HOSPITAL CONDOfAFr PUBLICKM NWRIAL CW&RCIAL OFFICE UNWALEGE HOUSE SHP OTHER Prowtuse 0 0 0 0 11 0 0 0 13" 0 ,DEM SHED? R"Wred Builft 2 ftrafa ASBESTOS SURVE-r ASBESTOS FOUND? ASBESTOS_BEMOVED? BUILDING TO BE OLI -NO YES (W�NO 0 YES 9"NO 0 YES (a 0 YES (3r"' NO 0 Asbestos Information: Do not provide this information in demolition notifications, see pg 2 Asbestos Amount to be Removed FRIABLE CLASS I CLASS II TMAL in sq ft ANOUMT 0.00 A"NxntofEach ACOUSTIC CEILING LINOLEUM INSULATION FIRE PROOFING DUCTING STUCCO MASTIC FLOOR'91LES INIATI) Typeo(A9056DS lnsqft DRYWALL PLASTER TRANSITE ROOFING OTHER PLEASE DESCRIBE OTHER TYPE OF ASBESTOS: Asbestos Removal From SURFACES ❑ PIPES [] COMPONENTS 0 Ljr,ay QC recMs' Asbestos Detection Procedures: Check the procedures and analytical methods used to determine the presence of asbestos in the buildling. Sea Q SURVEY 0 BULK SAMPLING 0 INSPECTION 0 CAC ASSUMED AS ASBESTOS-PAGM 0 PLM 0 PCM 0 TEM 0 Controls: Check the combination of Rule 1403 procedures used to control asbestos emissions. (Procedure 4 and 5 submit plans for AQMD prior approval) PROCEDURE NUMBER 1 0 2 [] 3 0 4 [] 5 [] Emergency Asbestos Removal: Check the sudden unexpected event and attach a letter from the person affected by the emergency woning how this event caused unsafe conditions, equipment damage or unreasonable financial burden. For disturbed/damaged asbestos materials see Pmcedure 5 Gu FIRE FLOOD WATER DAMAGE EARTHQUAKE NUISANCE VANDALISM HEALTHJISAFETY FINANCIAL BURDEN EQUIPMENT DAMAGE OTHER 1:1 0 C1 n 0 0 0 11 11 Name of Persm DxWiq Date of Hourof Aullat" the Enogency Phone fErrogery-y EmaWcy ENTIEIRM Erf NOTFr-ATION 0 rAW N S P E C� ION 5 C O N S U L NG Date: l0/16/14 TO: ROBIN MURPHY FOR: SINGLE FAMILY RESIDENCE SOUTH TORRANCE, CA DESCRIPTION AMOUNT ASBESTOS AND LEAD INSPECTION & REPORT $300.00 (PRICE DOES NOTINCcuoE.SAMPLES, SEE PRICM BELOW) *ASBESTOS SAMPLES: $25 EACH (AVG. 8-12 SAMPLES) *LEAD SAMPLES: $15 EACH (AVG. 6-10 SAMPLES) The Inspection suryey shall follow all state, federal and local guidelines Rulel4l]3: Jemolitionand RenevationAchAies The ow ner or aerator of any demolition or renovation activity shall conply w ith the follow irg requirements (A) Facility Survey (i) The affected hicility or facility compmmenls shall be tharaughly an eyed Mite presence of asbesstas prior to any demolition w renovdan actirbr. The survey shoo include the inspection, identification and quantification of all Enable. and Class I and Class 11 non -friable asbestos containing material, and any physical sampling of materials. (A) A thorough survey shall include, at a minimum, identification of all affected materials at the facility. including but not imtiad to all layers of fearing materials to the mist level, and all material in thew all or ceiling cavities as necessary inidentify and sample them *Cost to vary based on total of samples taken. If you have any questions contact Jonathan Massey 319-939-3355. Please he advised that the undersigned is liable to incur cancellation charges for any no-shows and/or late cancellation (lass than 24 hours) of inspection services. Charges will vary based on the initial scope ofwork and distance of subject property. Signed Proposal: EMENVIRONMENTIRL 1108 Vincent Street Ceti 310.930.3355, jlmenvironmentan ayahoo.com INSPECTtON E c a x =_ u L Y r K c Redondo Beach, CA 90277 Fax 310.263.1853 jimenvironmental.com EmENVIRONMENTRL 1108 Vincent Street Cell 310.930.3355 jimenvironmental(c)Lyahoocom INSPECTION S C014SULTINC Redondo Beach, CA 90277 Fax 310.263.1853 www.jimenvironmental.com INVOICE #]L - Date: TO: I", FOR: Thank you for your business! Paid in full: ( 7,\ 1-41 Certified Asbestos Consultant #11-4813 CEPH Lead Inspector #24143 UCRC #179334 CSL8 #949259 DESCRIPTION AMOUNT -4- 1.4) 5 -7) Total:4 D' Thank you for your business! Paid in full: ( 7,\ 1-41 Certified Asbestos Consultant #11-4813 CEPH Lead Inspector #24143 UCRC #179334 CSL8 #949259 5433 Sharynne Lane Torrance. CA Single Fan* Residence Project #J L-7144 INSPECTION Re: lead Bulk Survey kyr 54SSSha1ynne 1aap, Tvrrwra GA JIM Envirunmerrtal conducted a lead buk survey at the above referenced address on 19-21-14. This report details the findings of that survey and gives recommendations for handling lead containing materials All information contained within must be disclosed to tenants and prospective purchasers in accordance with federal law (24 CFR part 35 or 40 CFR part 745). Yours truly, Jonathan Massey Certified Asbestos Consultant BOSH #11-4113 Certified Lead Inspector/Assessor #24143 HCC Surety Bond #101128922 Contractor State License Board License#949259 9ne8eacon liability Insurance #CLI332001526 EPA RRP #R-1-21649-10-99975 ENVIR13NMENTRL 1108 Vincent Street Cell 310.9303355 jimenvironme ntal d yahoo com tliiiaZiil �;oTCrion a cavi YLT-C Redondo Beach, CA 90277 Fax 310 263 1853 jimenvironmentaLcom Lead Suint. brtradWfMM As requested JLM Environmental surveyed the budding at the above site to determine the lead content of various budding components/ surfaces. This survey was performed as a pre -requisite for planned demolition activities. The project site is a single story single family residence with no children included as occupants. The collection of XRF readings and results of the selected accessible painted components and locations at the subject property are inc luded as T able 1. This survey was performed by Mr. Jonathan Massey, a California State Department of Huth Services Certified Lead Inspector/Assessor, #24143. The survey was performed in general cumpliancewith the1995 U.S. Department of Housing$ Urban Development (HDD) Guideline for the evaluation and control of lead-based paint hazards in housing (1997 revised Chapter 7 of the HDD Guidelines) and the California Department of Health Services Title 17, California Code of Regulations Division 1, Chapter 8: Accreditation Certification and Work Practices for Lead -Based Paint and Health Hazards The survey was performed by x-ray fluorescence (XRF}. A NitanXLp 300 series analyzer was utilized for the inspection and sampling method as required by HDD Guidelines and manufacturer instructions. The instrument was calibrated to the manufacturers specifications at the start of inspection and periodically every 4 hours as determined by the National Institute of Standards and Testing (NIST). The scope of this survey was to determine the lead content of various painted budding components/ surfaces for the following purposes • Provide the required information so proper abatement can he performed prior to building, renovation. remodeling and/or demolition activities in order to minimize exposure of workers to airborne lead particulates, • Identify the painted components/srrfaces with lead content ex ceedng any regulatory hazard threshold • Identify any immediate response actions required due to the condition of lead -containing painted components/surfaces • Provide the necessary regulatory compliance requirements for all above conditions as well as long term in-place management of lead -containing pants. Inspection riots • Limited survey of the subject property prior to complete demolition • Single Story, Single Family Residence • No children present or inhabitants at property. 0701-01 For Risk Assessment purposes, paint is categorized in 3 types of conditions Good/latact Fair or Poor. JLM Environmental has categorized the paint's condition based on total area of deteriorated paint on each component shown on the chart below: Buuiluflng Component Guod/Intact Fair Poor/Defective Large Exterior Surfaces Entire surface is intact Less than or equal to 10 Sq. Ft More than I0 Sq. Ft Interior Components of Less than or equal large surfaces ceiling Entire surface is intact to 2 Sq Ft More than 2 Sq. Ft walls doors nterior terior smal ss an or aqua More than t0% of surface areas: window sills, Entire surface is intact to 10% of total total surface area baseboards, casing etc. surface areas Gond!/ntad Defined as paint which is not flaking peeling or chalking (i.e. you cannot lift the paint from the substrate with your fingernail). Components coated with intact lead based paint do not pose a lead hazard to occupants However, conditions can change over time and JIM Environmental recommends that the owner periodically inspect the lead positive components for damage. Moreover. the owner should possess an Operations and Maintenance Plan describing safe ways to minimize the likelihood of developing a lead hazard fair. Fair surfaces should be repaired but are not yet considered a lead hazard Pnm/6ekr&e Lead Based paint in poor condition (i.e. flaking or peeling) poses a lead hazard and should be corrected Poo' paint will continue to erode increasing the likelihood of lead dust or paint chips falling to the ground At a minimum, pour surfaces should be stabilized by wet scraping or sanding and then be repainted. JLM Environmental recommends that the owner only retain a California Department of Public Health certified lead abatement worker or contractor supervisor to perform thewet sanding or scraping Lead concentration(s) greater than 1.0 mg/cn? trigger compliance with HUD and EPA requirements for LBP abatement in public and residential structures and CaVDSHA Lead Construction Standard requirements for all structures. However, 0.7 mg/cm2 is the trigger compliance level as required by the Los Angeles County Department of Health Services (LACC Title 11. Chapter 11.28.014 Section C). LAWS. REGULATIONS, APPLEASILITY, AND DEFINITION OF TERMS Lead -Based Paint (LBP): paint or other surface coating that contain an amount of lead equal to or in excess of one milligram per square centimeter- 0.0 mg/cnt) or more than one half of one percent (115%) by weight (%/wt), aUDD parts per million (ppm) or 5,000 milligrams per kilogram (mg/kg). Regulated in Public 6 Building Holdings by the California Department of Health Services (CDHS) Title 17, California Code of Regulations, Division L Chapter & Accreditation Certification and Work Practices for Lead -Based Paint and Lead Hazards, that implements California's Health and Safety Code 105251E Dangermis Level of Les"earing Suliftme: DLL- any paint varnish lacquer, putty, plaster, or similar coating or structural materials that contains lead or its compound in excess of seven tenths(EL7) of one mg/cm7 hen measured by a lead -detecting instrument approved by the director, or 600 ppm, or GOG%/wt or any substance when measured by any scientifically accepted method in a quantity determined by the director to constitute a hazard to children under seven (7) years old or that level as determined in the most recent standards as established by the United States Department of Health Education and Welfare Public Health Service or Center for Disease Control -Regulated in Los Angeles County by the Los Angeles County of Health Services, LA County Code Title IL Health 8 Safety. Chapter 11,211 Section 11.29.1111, Title 8 California Code of Regulations (Title 8 CER 1532.1), that implements Califormis Labor Code 6716 — 6717, regulates all Construction Work where an employee may be occupationally exposed to lead (metallic and all organic lead compounds and lead soaps). head-Cantaining Peint (LCP): paint it other surface coatings that contain an amount of bad equal to or in excess of 0.1 mg/CM2 (per Niton Corporation, the manufacturer of X -Ray Fluorescent - XRF — Spectrum Analyzer Lead Detection Instrument only when using a titan XL XRF Analyzer) or 0.06 %/wt GOB ppm or 690 mg/kg (per Title 8 CCR 1532.1) and the Consumer Product Safety Commission — CPSC). Regulated N Cal/OSHA Construction Safety Orders for Lead Section 1532.1 amended June Igth , 2803, Title 8 California Code of Regulations (Title 8 ECR 1532.1), that implements California's Labor Code 67IG — 6717: regulates all Construction Work where an employee may be occupationally exposed to lead (metallic and all argent lead compounds and load soaps). Please see the attachment section of this report for additional and more detailed information on applicability of various lead regulations Findings — Summary Lead Resift The materials found to he above the threshold of 1.0 mg/cm 2 we noted in hold. Sample# Location Material Condition Reading LO -0 Exterior Pint (stucco) Good 40 mg/CMZ LD- 02 Exterior Pint (Trim} I Good 0. 0 mg/ cd LD -03 Exterior Pint (Window) Good 11.6 mg/cd LD- 04 Interior Wells - Living paint Good ft a mg/ Gff? Room LD -D5 Exterior Pint (Eaves) Good 425 mg/cm2 LD -Q6 Interior Wags - Master Pint Good a U7 Mg/ CM7 Bedroom LO- 07 Interior Pint Grim) Good 1102 mg/cm2 0701-01 4 LO -08 Bathroom RanrTile Good M2 ma/cd Ms%ft. 1.0-09 Interior Wags- Pant Good 1102 mg/ cin 2 Bathroom LO -10 interior Wags - pant Good 0. 97 mg/cm2 Bedroom #2 Lead concentration(s) greater than UM parts per million (ppm)/ 1.0 ng/cm2 trigger compliance with HBO and CDPH requirements for LBP abatement in public and residential structures and CaVOSHA Lead Construction Standard requirements for all structures Conclusion, Recommendations and Respom Action Requirements The California Department of Health Services Title 17 CCR Division I. Chapter B, Section 35033 defines lead-based pant as paint or another surface coating that contains an amount of lead equal to or in excess of S,tXIO PPM or more than 1.19 rng/cm2 or V ng/cmZ in los Angeles County. Leadw as detected in amounts at or above the EPA HOD, and CDPH level of 1.6 mg/cm2 or 0.7 mg/cm2 in Los Angeles County: therefore all Igoe materials/ components/ areas that resulted in levels above 1.0 mg/cm2 or 0.7 mg/cm2 in Los Angeles County shag be considered "Lead -Based -Pant" and are subject to Federal State and Local regulations including but not limited to EPA EPA`s Renovate Repair and Paint Rule (RRP), CDPH, Title 17, Title 1". OSHA Cal -OSHA. Employers must comply with OSHA's lead in Construction standard (29 CFR 1926.62) involving paints having any level of lead invdving assessment measures and any applicable protections of that standard Furthermore: all information contained withi n must be disclosed to tenants and prospective purchasers in accordance with federal law (24 CFR part 35 or 40 CFR part745). In California all work on lead material where the material is to be removed scraped or prepared for refinishing by a method which might disturb the substrate must be performed by California Department of Health Services accredited Lead Abatement Supe"isors andworkers. Lead chips and/or dust and debris must be characterized by laboratory analysis and properly disposed of as lead waste DLL discovered at this site were all in intact/good condition at the time of this survey. No immediate response action is required. LBP in Public 6 Boiling buildings and OLL in Los Angeles County Building premises must be maintained in good condition by the building owner at all times. Please see the attachment section of this report for boiling owner notification responsibilities, in-place management requirements, renovation 6 demolition requirements. and waste disposal regulations pertaining to the LBP. OLL. and LCP identified at this site. MA_ IMMIrmces EPA 40 CFR Part 745[EPA-HIOPPI-2095-094 a FRL-8355-71 RIN2970-AC83 Lead Renovation. Repair, and Painting Program"Titlek'- "Guidelines fur the Evaluation and Control of Lead -Based Paint Hazards in Housing," LISi7epa-tmefltaf 11ausiflyafldYr6,?fl9eve1apmeflt 1997 RevisionTitle17, California Cade of Regulabans(CCR), Division 1, Chapter 8 "Accreditation, Certification and Work Practices in Lead- Related Construction," final Version: Filed January K 1998, Title a California Code of Regulations (CCR). Construction Safety Orders (Cal -OSHA) Section 1532.1, Lead in Construction Title M California Code of Regulations (CER), Chapter 12, Standards Applicable to Generators of Hazardous Waste Federal Standards 29 (CFR} Cade of Federal Regulations, Part 1926, Subpart 0-192E62. Lead Federal Standards 40 (CFR) Code of Federal Regulations Part745 Onsure/Uni talons This report has been prepared for the sale use (clieftO. No other party should rely on the information and conclusions contained in this repurtwithout authorization from client and JLM Environmental. JIM Environmental performed this survey in accordance with generally accepted standards of care practiced by other members of our profession in Los Angeles County. California at the time the work was completed The survey was limited to the areas requested by the Client Our conclusions are limited to the conditions and findings reported for the time the survey was completed No warranty, expressed or implied is made. JIM Environmental will assume no responsibility or liability whatever for any claim less of property value damage or injury that results from pre-existing hazardous materials being encountered or present on this project site. or from the discovery of such hazardous materials. JIM Environmental is committed to providing quality consulting services However, lead paint inspection work is not an exact science. The possibility of field and general condition beyond JIM Environmental' control that affect our work or that present a concern for the safety of our employ ees, our consultants building occupants and the public at the site and insurance constraints requires thatwe qualify the sery ices we provide with the following limitations The findings of this survey, opinions rendered recommendations and conclusions provided in this survey report are only valid for a period of up to one year from the date of this report Reasonable effort is made by JIM Environmental personnel to locate and sample all suspect materials. However, for any facility the existence of unique or concealed load paint and debris is a possibility. In addition, sampling and laboratory analysis constraints typically hinder the investigation. JIM Environmental does not warrant guarantee or profess to have the ability to locate or identity all load paint in a facility. Confined spaces and areas determined by JIM Enviiramental personnel as unsafe to access, we excluded from the scope of work. JIM Environmental dues not employ prtifessiunal cost estimators. Statements of probable construction cost or cost estimates prepared by JIM Environmental represent JIM Environmental professional opinion of probable costs based upon current industry information Actual costs may fluctuate due to several variables including but not limited to the time the work is performed phasing, labor availability, quantity of work performed product availability, specification requirements, and unforeseeable changes in the economy and lead regulations. JIM Environmental is not and has no responsibility as a generator, operator, treater, starer. transporter or disposer of hazardous materials or waste found or identified as a result of JIM Environmental' work JIM Environmental does not guarantee or warrant that the facility or workplace is sak nor dues JLM Environmental involvement in this property 0701-01 6 relieve the Client building owner/operator or tenant of any continuing responsibility fur providing safe facility, or workplace. This report was based on those conditions observed on the days the field evaluation was accomplished In the event that changes in the nature of the property have occurred or additional relevant information about the property is subsequently discovered the findings and recommendations contained in this report may not be valid unless these changes and additional relevant information are reviewed and the conclusion of this report is modified and verified in writing. In as such that no destructive investigation has been performed during the inspection the report may not reveal concealed lead paint Subsequently, additional investigation including construction documents review and/or destructive investigation is recommended as a precaution to prevent accidental exposure when construction or demolition is planned for this facility. JLM Environmental wishes to than you for this opportunity to have been of service. Please do not hesitate to contact s should there he any questions with regards to this inspection report and/or if we can provide y ou with additional services or assistance with your environmental, air quality, and hazardous material identification, mitigation or remediation design and oversight needs. Jonathan Massey Certified Asbestos Consultant license #11-493 Contractor State license Board #949259 NCC Surety Group Bond #100128922 Certified Lead Inspector/Assessor #24143 OneBeacon liability Insurance#CLI332011526 0101-01 7 ENVIRONMENTRL 5433 Sharynne lane Torrance, CA Single Fan* flasadencc Project#JL-2744 INSPECTION Re Asbestus Buk Smvey hr 5433Shaynne Lane Toranee G4 JIM Environmental conducted an asbestos buk survey at the above referenced address on 10-21-14. This report details the findings of that survey and gives recommendations fnr handling asbestos containing materials Sincerely. Jonathan Massey Certified Asbestos Consultant license 411-493 Contractor State License Board #949259 NCC Surety Group Bond#1013128922 Certified Lead Inspector/Assessor #24143 OneBeacon Liability Insurance #CL133200526 EPA RRP 0-1-21649-10-00075 ENVIRONMENTRL INSPECTION 6 UUNSULT-C 0701-0I 1108 Vincent Street Cell 310 930 3355 ilmenvironmental iiyahoo.Com Reclontlo Beach, CA 90277 Fax 310.263.1853 }intenvitonmental.com 8 A5'HESTM SLRV EY Wriadw ioet JIM Environmental conducted an asbestos inspection at the address referenced above. The building wasvisually inspected and suspected asbestos -containing materials were identified. These are classified in three w ays surfacing materials, thermal system insulation and miscellaneous materials T he materials are further classified as friable or non -friable. Friable is a term that refers to a materials propensity to be crushed into powder by hand pressure when dry. Materials were then separated into homogeneous sampling areas. A homogeneous sampling area is one inwfich the materials exhibit the same characteristics of color, texture and type of material. Materials are then sampled placed in a leak proof container and submitted to a laboratory that has been accredited by the National Voluntary Laboratory Accreditation Program T he samples are analyzed by Polarized light Microscopy. The quantification limit for this method is 0%. If asbestos is detected at levels below 1% then the sample is reported as 4.0% and not quantified. if a lower limit is desired then available methods include: Point Counting (400 points counted for a quantification limit of 0.25% or 1000 points counted for a quantification limit of 111%) and Transmission Electron Microscopy (TEM), (used far verification purposes only). Sample results are included as Table 1. Samples wwe collected and analyzed by Polarized light Microscopy (PLM) using EPA method (EPA/600 R-93!116) "Method for the Determination of Asbestos in Bulk Materials'. The bulk samples were analyzed by LaT esting: located at Unit F5,11652 Knott Avenue. Garden Grove, CA 92841. LaTesbng holds a State Department of Health Services Environmental Laboratory Accreditation Program Certificate. NIST/NVLAP #10384-9. Procedures and methodologies used to survey the facility are based on the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) requirements Building materials not identified in this report may be present within hidden or concealed areas of the building. Asbestos building material identification was performed by entering each functional space, assessing all structural/ mechanical components and architectural finishes The physical condition friability, accessibility, activity and damage of suspect building materials were also assessed and documented OSHA regulations require jobsite notification where asbestoswill be removed and that asbestos trained certified personnel handle materials when those materials exceed 0.1% asbestos content by weight Asbestos waste must be disposed of in a NESHAPS compliant asbestos -accepting landfilL Non -friable asbestos can be hauled to the landfill as non -hazardous asbestos -containing waste whereas friable asbestos must be hauled as hazardous waste:. Materiae containing <I, U% asbestos are exempt from the OSHA asbestos labeling requirements. The Air Pollution Control Districts, (APCD`s) and most Air Quality Management District's (AOMD`s) require pre -renovation and pre -demolition asbestos surveys and a 10 working day notification and regulated work practices when the amount of Regulated Asbestos Containing Materials (RACM) remov al exceeds 160 square feet or 260 linear feat T he South Coast Air Duality Management District requires the same when removing RACM and non -friable asbestos and w * the removal exceedslOO square feet Cantactyour local APCD or AOMD far location specific requirements 0701 -01 9 Notice 1: According to AHERA 40 CFR, 763.87 (c)(L(2) - A homogeneous area is considered not to he Asbestos Containing Material (ACM) only when all required samples collected from a homogeneous area indicate levels below regulated limits and a homogeneous area is considered ACM when at least one of the required samples collected indicates levels above regulated limits. Notice ?- CalDSHA defines asbestos containing construction materials as materials containing asbestos in amounts greater than 0.1% by weight The EPA defines asbestos containing materials as materials containing asbestos in amounts greater than 1% bi weight When materials are determined to he less than 1% and greater than 9.1% a* Cal -OSHA requirements will apply to removal procedures unless determined otherwise by a Certified Asbestos Consultant or the Local Air Duality Management District Polarized LightMicroscupy (PLM) analysis has a limit of quantification of 1%. PLM samples determined to contain levels of less than 1% can he presumed to contain levels greater than 0.1% or can he submitted for Transmission Electron Microscopy (TEM) analysis to determine levels with quantification limits of at a minimum of 0.1%. Note: Interpretations of the regulatory language with regards to wall systems (Le., drywall, gypsum board wallboard plaster and stucco) multi -lay ers composite sampling vary: therefore it is important to be familiar with the local NISHAPS (AOMD) enforcement and local OSHA enforcement agencies individual interpretations of the standards to avid citation and fines, *Wal Cantlitionm Suspect ACM s w we assessed to he in good damaged or significantly damaged condition based an how their condition at the time of the survey related to the follow ing below: &YydQ71dWw- No or very limited visible damage or deterioration was observed LknwsrdCoid*,ff- Crumbling blistering water damage gouges or other damage was observed aver less than 25% of the materials (one-tenth if evenly distributed): ar accumulation of suspect powder, dust or debris below the material was ubserved. Crumbling blistering water damage gouges, or other damagewas observed over less than 25% of the materials (one-tenth if evenly distributed); or accumulation of suspect powder. dust or debris below the material was observed. Crumbling blistering water damage, gouges, or other damage was observed over greater than 25% of the material (one-tenth if evenly distributed}; material is delaminating or showing adhesive failure: or accumulation of suspect powder. dust or debris below the material was observed General Recatinmy am • Periodic surveillance for materials found in Good Condition • As applicable, materials found to he in Goad Condition can be left and managed in place under a proper Operations and Maintenance (0 9 M) Platt • Repair or removal fur materials found in Damaged Condition • Removal far materials found in Significant Damage • Removal prior to renovation or demolition activities that may cause disturbance • Prior to any renov ation or planned disturbance of any ACM, the contractor should be furnished with a copy of this survey report 0701-01 10 Inspection Notes Location Material • Limited survey of the subject property prior to complete demolition. Result AS -O2 • Single Story, Single Family Residence faster Good • No HVAC system or attic insulation were found at the subject property. AS -03 • Metal window sw are found at the subject property. Heaters Goad • Subject property was bond to have a woodshake roof. AS -D$ InteriorWags- iivingRaom • Hardwood flours were found throughout the interior. Goad NAD RESULTS Raaf Penetration Mastic PositivaSample Results S% CH CAVDSHA, the SCAUMD, and the EPA regulate these materials A State licensed Asbestos Abatement Contractor must perform all work relating to the disturbance of the asbestos containing materials A licensed BOSH abatement contractor, usingregulatedwork procedures and properly accredited personnel must remove these materials The sampled materials that exceeded the EPA level of 1% and the Cal -OSHA level 9.1% for asbestos content were Table 1. Pasitiva Sample Results Samoa # Location ldaterial Condition Result Transte Vent Pipe (Water $%, CH** AS- 11 Att fkvdve Sample plaints The sampled materials that did not exceed the EPA level of 1% and the Cal -OSHA level of Rl% for asbestos contentw ere Tablet NE►TNEStmpaRm�Ts 1 Sam{da # 0701-0E Location Material Concfliion Result AS -O2 Interior Wads- Dining Room faster Good NAD AS -03 ic Heaters Goad d% CR*** AS -D$ InteriorWags- iivingRaom 15 if Goad NAD AS -13 Raaf Penetration Mastic Good S% CH 15 sq. ft Sam{da # 0701-0E Location Material Concfliion Result AS -O2 Interior Wads- Dining Room faster Good NAD AS -03 Interior Wags -Kitchen Plaster Goad NAD AS -D$ InteriorWags- iivingRaom Plaster Goad NAD AS- 05 Kitchen 9 Bathroom Linoleum 150 sq ft. Good NAD AS- 06 Living Room Acoustic Spray Good NAB Sao sq. It. AS- 97 Interior Acoustic Spray Good NAB ago s% k AS -08 Dining Roam Acoustic Spray Good NAB Son sq. ft. AS -09 Exterior Stucco Good NAB AS -10 Exterior Stucco Good NAB AS -11 Exterior Stucco Good NAB AS -12 Roof Roofing Felt Good NAB 11,009 Sq. ft. AS -14 1 Roof (Garage) 1 Roofing Shingle— 300 sq. k Good NAB *NAB= Na Asbestos Detected **EH--Chr-ysatile Asbestos ***CR --Crocidolite Asbestos Submitted by, Jonathan Massey BUSH CAC #11-4813 L PMENVIRO INSPECTION 6 CONSULTING ",lj00qoml0n3355 a :5 i�NWW.JLMENVlR0NMENTRL.00IVI 0701-01 12 State of California Division of Occupational Safety and Health Certified Asbestos Consultant Jonathan Massey Namn Certification No. 14813 Exoires on 11116/15 f na, liiLA cr I! f 0kS and ` r • Otorakan' Sa;ely ['d Mads zS �tae�zt4 b� Prcksi:n= ��:e =� IICR_C Be it known that �- 10NATHAN ,N1ASSEY Is certified in these areas* WATER DAMAGE RESTORA'rION APPLIED MICROBIAL REMEDIATION 179334 I Illlll 411111111111111 (IIII HliIIII 4/2015 n X)RA8oMu 1100E 146MV ON :(.0 'k i1,46TI 17t. I%k% tv"Hwatc ttmcrm% that jonathan Massey h... •rn+<lrrlh' --rlrlyd IM NaJ.+n Nt—M-1 4 r-rl+ln ai M.rr .rwrw In.rn 1'mk nw+n.al Ilnmc Iwn[� trr.n 1-611Wr' Iflllll .W ry�W 11k• A+MI �•��[I� State Cf Califanla ,,,„,CONTRACTORS STATE LICENSE BOARD ,,, + ACTIVE LICENSE 1+amu Nn.� 949259 r:... IN DIV MASSEY CONSTRUCTION . �.� 06/30/2016 0701-01 www cslb.ca gov fthimtrMsthat has sum�slulty mrnpktp� an MOensi+e rrou� of insVuctloa ire pmwded by Health Sdenm A wdeft at 10771 Noel SL. Los AlafMps. CA 90720 on May 7-10.2012. Cetb(rate No-12028SLA-01 Kathy S.lorm. Tung Director State of California Department of Public Health <nAmww°` r -arl*N4” f0 * 24ts143 13 ' f LA Testing LA Testing Order. 331419028 t ` 11652 Knott street Unit FS, Garden Grove. CA 92841 CtsstoettetiD: JLME34 g Phone(Fex (714) 82$,49991(714) 828-4944 CustrymerPO: w 6 R r hat,-'i.vrw 4 'es=_€ra cores garden ove:abProJec#0: Aifn: Jonathan Massey Phone: (310)930-33% JLM Environmental Fatc 1106 Vincent Street Peceivet: 10rMl4 9:50 AM Redondo Beach, GA 90277 Analysis Data 10r M014 Collected: E Test Report: Asbestos Analysis of Bulk Materials via EPA 60018-931116 Method using Polarized Light Microscopy Sampie Description Appearance % Fibrous % Non -Fibrous %Ty e 01 Transite Vent Pipe Gray 92% Non-fibrous (other) 8% Chrysotile 3314190280001 in Attic for Wag Heater Fibrous 0% Crocidolite Htxrxtgerteaus 02 Int Wag Plaster Gray 3% Quartz None Detected 33141902840M Non -Fibrous 97% Non-fibrous (other) Homogeneous 03 Int Wag Piaster Gray 3% Quartz None Detected 331419028-0003 Non -Fibrous 97% Non-fibrous (other) Homogeneous 04 int Wag Piaster Gray 3% Quartz None Detected 331419028.0004 Non -Fibrous 97% Non-fibrous (outer) Homogeneous 05 Kitchen Linoleum & TanNVhite 100% Non-fibrtws (other) None Detected Bathroom Nort-Fibrous 331419028-OMHomogeneous 06 Acoustic Ceiling White 40/6 Fibrous (otter) 96% Non-fibrous (other) None Detected Non -Fibrous 331419028-0006 Homogeneous 07 Acoustic Ceiling White 45/6 Fibrous (other) 960% Non-fibrous (other) None Detected 331419028-0007 Not -Fibrous Homogeneous 08 Acoustic Ceiling White 4% Fibrous (other) 96% Non-fibrous (otter) None Ducted 33141W.8 -OM Non Fibron Homogeneous Analyst(s) Jeffrey Deboo (3) Sotffeary Son (11) EMSL maintains fruity limited to cost of analysis. Thr; report misias only to the samples reported and may not be reproduced, accept in sill. without written app "I by EMSL. £MSL bears no rasponsibiti y, for simple eoseeiorr adrvties or ansly8cai method limitations. Interpretation and use of test results are the reaponswbility of the dient This report must rot be used by the diem to dam pmekict certification, apimnal. or endorsement by N\flAP, MST or arty agency of the federal gotenanent. Norhiable organically bound materials present a problem matrix and therefore EMSL recommends grawirsi c reduction prior to analysis. Samples received in good condition unless oth rvnse rated. Estimated acatacy, precision and Lsnoentaimty daffi amulatAe upon request Unto requested by the dient trurkli ng materials manvtechtied with muitiple layers (.e. Nrmlarm, wallboard, ale.) as reported as a sirpte sample. Reporting limit is 1% Samples analyzed by to Testing Garden Grove, CA NVLAP Lab Code 1013840, CA EW 1406 Ind tram 10123!2014 12:22:14 Test Report PLM -7,28.9 Printed: 10/231201412`22:14 PM 1 LA Testing LA Testivig, Order, 331419028 11652 Knott SOYM Unft FS, Garden Grove, CA 92841 Custorler -ID. JLME34 PhorWFax (714) 828-4999 1 (714) 8284944 CuslomerPO: r"hp +'v.w*"LATestmo com ProjectfID: Attn: Jonathan Massey Phone: (310) 930-3355 JLM Environmental Fagc 1108 Vincent Street Received: 10122114 9:50 AM Redondo Beach, CA 90277 Analysis Date- 10123/2014 97% Non-fibrous (other) Colirmled: P 6433 Sharynne Ln. Torrance, CA E)d Stucco Test Report* Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Nan -Asbestos Asbestos Sample Description Appearance Yo Fibrous % Non -Fibrous % Tvae 09 Ext Stucco Gray 3% Quartz None Detected 331419026-O0119 Non -Fibrous 97% Non-fibrous (other) Homogeneous 10 Ext Stucco Gray 3% Quartz Norm Detected 33141W204010 Non -Fibrous Hornogeneous 97% Non-fibrous (other) 11 E)d Stucco Gray 3% Quartz None Detected 331419028-0011 Non -Fibrous 97% Non-fibrous (otirw) Homogeneous 12 Roofing Felt Re d(Black 15% Glass 85% Non-fibrous (other) None Detected Fibrous 331419028-0012 Homogeneous 13 Roofing Mastic Black 95% Non-fibrous (other) 5% Chrysotile Non -Fibrous 331419028-0013 Honnoweous 14 Roofing Shingle on RedlBlack 15% Glass 85% Non-fibrous (othw) None Detected Garage Fibrous 331090284014 Heterogeneous Analysts) Jeffrey Deboo, (3) Sotheary Son (11) 00 1.1 0 r. .11, .' I EWSL maintains bability limited to cad of analysis. 116s Mood retards only to the samplie; reported and may not barerimduced, except in full, withoutvattrw approval by EMSL ElliSt-barns no responsUft for sample collection activities or analytical method timilations. Interpretation and use of test results are the responsibility of the dier* Tfis report must not tis used by the client toclaim product cateficallon, approW, orendorsoment try NVLAP, MST or any age" of the federal Qoww"ent. Nortug)*MUwucaHybouWmaterials pvsmtaproblem matin arWdwieforeEMSL recommends gravimetric reduction prw to analysis. Samples received in good condition unless o#wrwtse noted. Estimated accuracy. precision and uncertainty data ayeftbue upon request unless requested by ft dent, building inane is manufactured vw0w multiple layers (-a- linaleum, walftarti, �) are reported as a single sample- Pkepon" limit is I% Samples analyzed by LA Testing Garden Grove, CA NVLAP Lab Code 10138". CA FLAP 1405 Test Report PI -M -7-28A Printed: 10/23/2014 12-.22:14 PM THIS IS THE LAST PAGE OF THE REPORT. ENVIRONMENTRL SUBJECT PROPERTY:y DATE: CLIENT: CONTACT INFORMATION: CHILDREN PRESENT: yes t not unknown DEMOLITION: RENOVATION: VACANT: yes ("n -u)) SAMPLE # LOCATION MATERIAL CONDITION READING f r 4 C 21. 41 z PARF 1 nf ENVIRONMENTRL PECT10N CALIBRATION CHECK TEST RESULTS take Sreed0ngs betare a/ab and 3mare readingset the end of the jab arevery 4hours Date: NIST SRM Used 1 mg/cm2 Calibration Check Tolerances Used 0.8 to 1,2 mg/cm2 First Calibration Check NIST SRM First Average Difference between First Average and NIST First Reading Second Reading Third Reading lA Second Calibration Check NIST SRM First Average Difference between First Average and NIST SRM First Reading Second Reading Third Reading lA Third Calibration Check Alrequired) NIST SRM First Average Difference between First Average and NIST SRM First Reading Second Reading Third Reading Fourth Calibration Check (Wrewirad) NIST SRM First Average Difference between ' First Average and NIST SRM First Reading Second Reading Third Reading *If the difference of the Calibration Check Average from the NIST SRM film value is greater than,the specified Calibration Chacx Tolerance for this device, consult the manufacturer's recommendations to bring the instrument back into control. Retest all testing combinations tested since the last successful Calibration Check test. State of Calitomia—Health and Human Services Agency California Department of Public Health LEAD HAZARD EVALUATION REPORT Section I — Date of Lead Hazard Evaluation Section 2 — Type of Lead Hazard Evaluation (Check one box only) Lead inspection P Risk assessment ❑ Clearance inspection [] Other (specify) Section 3 — Structure Where Lead Hazard Evaluation Was Conducted Address tnumber, street, apartment (if applicable)] 5Y33 J-HJ9YA141,65 1.-7,V67 City County I'd I94545 Zip Cada Construction date (year)Type of structure of structure ❑ Mufti -unit building ❑ School or daycare Single family dwelling ❑ Other Children living in structure? M Yes No El Don't Know Section 4 — Owner of Structure (If business/agency, list contact person) Name Telephone number (310) 251-,9023 Address [number, street, apartment (if appl{cable)) Cit T 7�� State Zip Code Section 5 — Results of Lead Hazard Evaluation (check all that apply) ❑ No lead-based paint detected 0 Intact lead-based paint detected Deteriorated iead-based paint detected ❑ No lead hazards detected El Lead -contaminated dust found 11 Lead -contaminated soil found Eg Other 1N+AC4 _T G Section 6 — Individual Conducting Lead Hazard Evaluation Name Telephone number �7<),IoJk6j� /Y\ a I � I (!) �-7 `i 9 Z Address (number, street, apartment (if app' able)) city State Zip Code 10% R P-dorjo C, 7 Re_0,r_bN — r7 CDFH certification number SignatuDate /o Name and COPH certification number of any other lndlvidulT Ilnductlng sampling or lea licablo) lt 7& yq,s ma Section 7 — Attachments U A. A foundation diagram or sketch of the structure indicating the specifc locations of each lead hazard or presence of lead-based paint; B. Each testing method, device, and sampling procedure used; C. All data collected, including quality control data, laboratory results, including laboratory name, address, and phone number. First copy and attachments retained by inspector Second copy and attachments retained by owner X92310jmm Third copy only (no attachments) mailed or taxed to: California Department of Public Health Childhood Lead Poisoning Prevention Branch Reports 850 Marine Bay Parkway, Building P, Third Floor Richmond, CA 94804-5403 Fax: (510) 620-5656 OrderID: 131419028 Asbestos Chain of Custody LA Testing Order Number (Lab Use Only)i # 3 .3 LA lesting-Bill to: 0 Same C] Different _Com pante :JLMEnvironmental (+42JLME66) If eill to is Dffefent note instructions in Comments" Street: 1108 Vincent Street jjj)� rA-2,1% requires written authorization frog third part ,___._ City: Redondo Beach __L§tate/PLovince: CA 1 Zip/Postal Code: 90277 Report To(Name): Jonathan MasseyFax#.. Telephone #; 310-930-3355 Email Address: limenvironmentaig— hoo.com Proect Name/Numliter: - t- k j �J_imal Please Provide Results: CL_Fax jPurcbase Order: U.S. State Samples �Taken:._ Turnaround Tl!ne(TATjOptjons* — Please Check __F[] —Week Hour ff_27Hour 96 Hour 1_ I u 2 Week [13 Hour I [16 Hour I W24 Hour =46 r7 *F- .41 TEM3 hours through 6 hours, please call ahead to schedule. *There is a premium charge for 3 Hour TEM AHERA or EPA Level If TAT. You will De aSkeu ", "", an authorization form for this service- Anaiys)S corriptoted waccord.111c. with LA reart, and Ccirldlions located in the Anawxal Price PCM - Atr TEM — At [I 44.6hr TAT (AHERA ontiii TEM- Dust 0 NIOSH 7400 D AHERA 40 CFR, Part 763 El tAcrovac - ASTM 0 5755 [I wl OSHA 8hr. TVVA 0 NIOSH 7402 El Wipe - ASTM 064BLI 0 EPA Level 11 ❑ Carpet Sonication (EPA 6ow-93ot e7 ) PLM . Bulk (reporting limit) t&PLM EPA 600/R-93/116 (0%) 0 ISO 10312 Soil/Rock/Vermiculite M PLM EPA NOS (<I%) iew : 6WI D PLM CARS 435 - A (0,25% sensitivity) Point Count F1 TEM EPA NOS Cj PLM CARS 435 - B (0-1% sensitivity) n 400 (<0.25%) M 1000 (<O.1%) El NYS NOS 198.4 (non -friable -NY) i n TEM CARS 435 -13 (0.1% sensitivity) Point Count w/Gravirretric D Chatfield SOP C] TEMCARS 435 - C (0.01% sensitivity) C] 400 (<O.25%) C1 1000 (<O. I %) D TEM Mass Analysis -EPA 600 sec. 2.5 E3 EPA Protocol (Semi -Quantitative'; 0 NYS 198.1 (friable in NY)TEM— Water: �100,2 T3 EPA Protocol (Quantitative) r_1 NYS 198.6 NOS (non -friable -NY) Fibers>10pn, OWaste El Drinkim Other 9 ❑ NIOSH 9002 (--l%) Alt Fiber Sixes []Waste 0 Drinking D 0 Check For Positive Stop — Clearly Identify Homogenous Group I Samplers Name: Jonathan ma5sey CAC# 11-4813 %'/'% Samplers Signature: lume/Area (Air DatetTime Sample # Sample Description HA # (Bulk) Sampled rt �C,f, Lc o& 0 Tzi, V- -14 yti�i U,.� TV4 t ox t, V-\ \3 -t c VVN Total # of Samples: I Relinquished (Clienti: Date; Time: Received (Lab): ti Date: UA Time: Comments/Speclaft ctlo Stop at first bositive & Do not test glue or mastic niers noted Page I of 42__ pages C¢n.W_Ao..COC- o"4 "-7 4 t,) OrderID: 331419028 Asbestos Chain of Custody LA Testing Order Number (Lab Use Only): Additional Pages of the Chain of Gusto y are only necessary if needed for additional sample information Sample # Sample Description Volume[Area (Air) HA # (Bulk) DatelTime Sam ted lo/1- D U cco o 0 C 7-t -5-t U �'_ C C) 4—t S -tu cc C", 3 +4- Ltkk � � P) 4—A J, com C No cA� c TommentsfSpecial Instructions: Page of pages R2- WWOM OrderID: 331419028 # X028 3ENVIRONMENTRL INSPECTION 5 CONSULTING Client: Job Site: '� 5 E1ut j+��� �i Purpose of Inspection: Fire Water Reno m Cont. Assessment Other Occupied? es,' No Children: Yes (koyUnknown No. of Stories Sq. Ft. Structure:ing) Multi family Condo Commercial Schou! Other Year Built: Scope of Inspection: NOTES: Diagram Legend: S- hestos Bulk Sample LDlead Samples MO- Mold Samples Page 3 Of 3 CAL JCENSE 672357, OSHA H a im"Tech 1;886 Ai-WRAVOIM802346 Eavironmental Services. Inc. Specializing in Asbestos, Mold & Lead removal. PPr)Pnl,Al 1ZHPrAITTPr1,TIT 'AORK TO BF PFRIFORMED AT NAME Robin fAurphy 5433 Sharynne Lane DDRESS CITY F—r—P CA CITY PHONE V%'ORK PHONE PHONE NOTES robin@sandsportssupershow-com DATE 10,'23,,'2014 PROPOSALS JCg7ol Wu harehv nrnnnco to 11--h Ih. mntanale ..A uh., In .—t-- 1h. WLx I I o remove 15 linear feet of ttansite vent pipe from wall heater 2. To remove 15 linear feet of roofing mastic from pipes. seams, vents. patches and flashing - 3 1 c; suborit notification to CAL OSHA 4, Utilization of negative pressure differential systems during abatement operations. 5 1 o encapsulate after abatement 6. Transportation and dispose of asbestos waste at an approved landfill. — 111 11 Ct-1 %;VI LL NOT 13F RESPONS1131 E FOR OAfAAGI 1) LOS I , S I OL L N ITEMS of HE INS I AL LA I IONS .1. PLEASE REMOVE ANYTHING OF VALUE PRIOR TO JOB START- We will require access to Power and water at time of removal A SIGNED CONTRACT IS ItFQUIW, IPRIOR 10 11 If- JOB SI -ARI DAT L TE::RrA& UPON COMPLETION. CANCELLA1l()NS&Ri.fiLINC3SAI2I SUBJECT fOiXIRACIlARGLS AN I—vW—d L*nr q-,--, as nhw. to b p fwme , —dui— a EPA .C.iWS#0,kE"PsyCAUM0, lure, -1 p""—- a 1-4, d —1,- fik. — . ndashp and 4ade —dds f. d U Initial Deposit Total Due $140000 On Completion — Start Date Submitted by This proposal may be %vithdrawn it not accepted within 30 days y alletation or deviation from the above specification mvolvM Champs of extra cost, vall ne, executed only upon vait' hin orders and will heroine an extra charge over and above the estimate Not responsible for unseen structural deficiencies such as " tot. water damage. tetmde damage faulty vinang or plum" Not responsible for condoon of cortings; *alls floors. yallpaper, or plaster after the abatement process Every attempt vhf be made to minimize damages to property. Does qot,ndude hautingfrimposAl Of Non -Asbestos Matenals vherf disturbed to pt to the asbestos to be removed (such as carpet ceramic tae. drywall, plywood. etc) Does not include painting color stucco coaling, resurfacing ceilings, Inaccessible asbestos such asi concealed or unclosed ducting. asbestos beneath idermanently, attached objects unless otherwise stated herein All agreements contingent upon strikes, accidents or delays beyond our control Q-murr to carry file, and other recessayinsurance Owy.,orkers are hillycovered bi, wculunan*qimmensation and a general 51,000 000 lablidy, miticl, If itis necessary for the battles to enforce any of the provisions of this agreement by litigation the prevailing party in any such action in addition In any relief granted, strait be entitled to recover asonable alromey's fees am cost Diviner also understands that non payment for Y.-ork rendered may result in the filing of a mechanics lien on the m-ner's propeny. 440RK PERFORMANCE STANDARDS These tecrulations; specifically online the procedures for agency notification, engineering controls air monitoring. PiOlVi.01 W ol-tivo 0419proVid If—M MVIIK.1s. kwo q 1'dcKyoq drtd ala eye of -toe'los —Widu W ra<Y lrtb Put CWupoi.ily of Il.t1W nw,* ,,It thiji,,i deizwiWuy upon the nature andextent of the abatement project NOTIFICATION ourinnites in excess of 1100 square feet require a fourteen (14) working day notification to SCA01410, Cat -OSHA, and DONS. WORK DOCUMENT Hi-TeCh Environmental supeniscus and AHERA trained Workers have all attended EPA-Cartifted formal training programs mal cover proper techniques and procedures used asbestos atialamentw1oirk health haZafUS associated cath asbestos and puncetuse and limitations of resrurator3 equipment All of our asbestos abatement personnel are medically cedifted to work in regulated areas and to rear respirators and project" clothing CANCELLATION POLICY 24 hour notice of cancellation acceptable Cancellation must be confirmed try personnel tioxcentails not accepted The above cures 5peafiCapon and conditions are satisfactory and are hereby accepted You (HIFTECH Eriveormentall are authorized to do the work as specified harem This proposal becomes a contract only vftea signed by both patties I agree to maze pamenf upon completion as described atom Approved & Accepted_ __________ ___---, --- Date Print Narrte H1. FICH Environmental Services, INC. 4601 North Sepulveda Blvd. F5011titautiattau Beach CA90266(310) 263-1151 FAX (3101 203-7 53 EXHIBIT "D" Hi -Tech Environmental Services, Inc. Specializing in Asbestos, Mold & Lead Removal Contractors State License Board License No. 672357 OSHA 886 JC870I Certification of Removal: Hi -Tech Environmental Services, Inc. removed all asbestos that was identified by the Inspection & Sampling Report of suspected materials at: 5433 Awynne Lane, Torrance, CA 90505 Occasionally there are areas that are unavailable or hidden under other materials that can only be found during the demolishing. If suspected asbestos materials are found during demolition, stop work and have it tested. A -*.*T Steve Massey President Date 11/26/2014 1601 N. Sepulveda Blvd. #547, Manhattan Beach CA 90266 Telephone No. (310) 263-7151 Fax No. (310) 263-1853 State License No. 672357 O.S.H.A. No 886 E.P.A./A.H.E.R.A. Certified EXHIBIT "E" November 25, 2014 RE: Demo Proposal job Site Address: 5433 Sharynne Lane, Torrance, GA Scope of Additional work: L & J Demo will perform the following work at the above-mentioned address: 1. Demolition of house measuring approximately 1300 square feet, including footings. 2. Demolition of garage and room attached to garage, measuring approximately 576 square feet. 3. Remove perimeter fence and all concrete walls. 4. Remove backyard patio slab, driveway and garage slab as well as footings. Leaving empty dirt lot. 5. Load and haul away all concrete and debris resulting from demolition. Total Price: $14,000 Note: homeowner will be responsible for providing all necessary permits. If L & J Demo is awarded this project, we will require the following payments: First payment of $4,000 prior to starting project. - Second payment of $6,000 due with in 3 working days. - Final payment of $4,00�ue upon completion, iect. Customer Signatu L & J Demo Signat Date'/ Date:---, EXHIBIT "F" It has been determined that your project either includes demolition or is construction valued at over $100,000.00. Therefore, your project is subject to the following recycling requirement: Recycle or reuse a minimum of 50% of the project waste and 100% of excavated soil and land -clearing debris. Prior to your final inspection, you must submit receipts and documentation to verify how all the waste from your project was treated, whether it was landfilled, donated, recycled or reused. Documentation/receipts must show where the material was taken, what the material was, how much the material weighed and how it was treated. Send this information to Waste Management Coordinator, Alison Sherman, asherman@TorrancaCA.Gov or fax to 310-781- 6902. Make sure to include this form with the final submittal. If you do not meet this requirement, you can be fined up to $10,000.00 for non- compliance. The City has suggestions and information that can assist with meeting these requirements in printed and on-line form. For additional information, please contact the Waste Management Coordinator, Alison Sherman, asherman @TorrancaCA.Gov, or at 310- 781-6916. Or visit the website at www.TorranceCA.Gov/8614.htm. By signing this form, you agree to meet the recycling requirements and will be held liable for -financial peAialties for noncompliance. Signature (m s)t be Date t [ owner otrJ0 6'ntractor— check which title applies) Building Permit Number(s) 16LDtg - o"e 2-3 Printed name of signatory: Company namei a Tla,,l Address: Contact phone #_*� For City Use Only: Building Permits: }Rob i �) L Q lC�j&ity and Zip Code `'1 u ontact e-mail or fax# '_ obIla QSo.-nJSV04sst �exsllt�w c.c�r� Public Works-- Copy orks Copy to applicant, original to PW and sign off in database (date/initial) For Final WMP (date signed off in database) 0 Approved 0 Denied 0 Exemption (check and initial) Other action needed: if applicant is requesting an exemption, they must submit this form along with a fetter detailing their reasons for requesting the exemption Public Works will review and determine if the exemption can be Granted. 8111 EXHIBIT "G" COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY WEIGH RECEIPT FACILITY: SOUTH GATE ACCOUNT#: A2695 ACCOUNT NAME : L & J DEMO LICENSE#: 8F76899 CUSTOMER TYPE: CASH MATERIAL ORIGIN: 100.00% Torrance WEIGHIN INFORMATION TRANS.NUMBER: 0301692424 W/STATION : 01 TRANS.DATE 12/26/2014 W/MASTER : 305113 TIME IN : 7:17:39 am GROSS WEIGHT : 20.53 TARE WEIGHT 14.00 NET WEIGHT 6.53 PRINTED DATE: 12/26/2014 7:18:40 am MATERIAL TYPE: RE""'3F RATE: SUBTOTAL: TOTAL FEE: Before leaving the scale, you are responsible for bringing to the attention of the weigh scale attendant any information on this receipt that you believe is not accurate. No changes to the receipt will be made after you leave the scale. THIS RECEIPT IS VOID IF ANY HAND WRITTEN ENTRIES ARE CONTAINED NOTICE Faiiure to follow the rules listed below could result in suspension of dispqsal privileges, injury or death (Si no se sigruen las reglas a continuacion podl-aa resultar en la suspension de sus privilegios de tirar basura, heyida o muerte): 1. Stay within 4 feet ofour vehicle at all times. (Permanecer dentro de Y4 pies de su vehiculo en todo momenta.) 2. No salvaging - you could be killed by heavy,equipment. (NO rescate basura p - odria resultar en lesion 6 muerte por equipo pesado.) 3. Follow all instructions given by site personal. (si_qa Codas las instrucciones dadas_pgr el personal del sitio.) 1. Observe posted speed 'Limits and traffic signs. (Respete los lim7tes de velocidad y senales de trafico.) 5. maintain a safe distance between vehicles while driving and unloading. (Manteniga una distancia de aeguridad entre vehiculos mientras este mane] and .yy Odescal-qando. ) rapid backing,y to dislodge loads. i a (No reversas raps para desalojar car_gqs 7. Children under 18 years old must remain inside the vehicle at all times. (Los ninos menores de 18 anos deben permanecer dentro del vehiculo en t0do momento.) 3. Tools, tailgates, stake bed side rails etc. must be kept in your vehicle. (HerraMientas, puertas o barandillas extraibles, etc. deben mantenerse en su venuculo.) 3. Use of alcohol or drugs is prohibited. (El use de alcohol o drogqs,esta prohibido.) LO. Report all accidents and injuries to the facility supervisor prior to leavinq the site or moving your vehicle. (Reporte todos los accidentes o heridas al supervisor de la planta antes de mover su vehiculo o abandonar el sitio.) L1. No smoking. (No fumar.) COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY WEIGH RECEIPT FACILITY: SOUTH GATE ACCOUNT#: A2695 ACCOUNT NAME : L & J DEMO LICENSE#: 8F76899 CUSTOMER TYPE: CASH MATERIAL ORIGIN: 100.00t Torrance WEIGHIN INFORMATION TRANS.NUMBER: 0301690486 W/STATION 01 TRANS.DATE 12/15/2014 W/MASTER 303883 TIME IN 11:52:19 am GROSS WEIGHT 22.15 TARE WEIGHT 14.00 NET WEIGHT 8.15 PRINTED DATE: 12/15/2014 11:52:57 am MATERIAL TYPE: C&D R P PTTO V RATE: SUBTOTAL: TOTAL FEE: Before leaving the scale, you are responsible for bringing to the attention of the weigh scale attendant any information on this receipt that you believe'is not accurate. No changes to the receipt will be made after you leave the scale. THIS RECEIPT IS VOID IF ANY HAND WRITTEN ENTRIES ARE CONTAINED NOTICE F-a-1-1—ure to follow the rules listed below could result in suspension of disposal privileges, injury or death (Si no se siguen las reglas a continuacion podria resultar en la suspension de sus privilegios de tirar basura, herida o muerte): 1. Stay within 4 feet ofour vehicle at all times. (Permanecer dentro de Y4 pies de su vehiculo en todo momento.) 2. No salvaging - you could be killed by heavyequipment. (NO rescate bas'Ura 7 podria resultar en lesion o muerte Por equipo pesado.) 3. Follow all instructions given by site personal. (Sigra Codas las instrucclones da-das or el personal del sitio.) 4. observe posted speed limits and traf-fic signs. (Respete los lim2tes de velocidad y Senales de trafico.) 5. Maintain a safe distance between vehicles while driving and unloading. (Mantenga una distancia de seguridad entre vehiculos mientras este manejand �o dsca.�-g�ando. ) 6. rapid backing, to dislodge loads. (No reversas rapiYas para desal Children under 18 years old must cargqs.) iremain inside 7. t de the vehicle at all times (Los ninon menores de 18 anos deben permanecer dentro del vehiculo en t�do momento.) 8. Tools, tai 1ates, stake bed side rails etc. must be kept in your vehicle. (Herramientgas, puertas o barandillas extraibles, etc. deben mantenerse en su veh6culo.) 9. Use of alcohol or drugs is prohibited. (El use de alcohol o drogqs,esta prohibido.) 10. Report all accidents and injuries to the facility supervisor prior to leavinthe site or moving your vehicle. (Reporitg e todos los accadentes o heridas al supervisor de la planta antes de mover su vehiculo o abandonar el sitio.) 11. No smoking. (No fumar.) 12/16/2014 8:12 AM Sales Receipt #21628 Store: 1 Thanks for Reya!ing with us! 8700 Crocker st. Las Angeles, CA, 90003 323.750.8405 EverRecycling@gmall.com Mon -Sat 6am-5pm Item Name 4ty 0A^ Ext Prlce 40yrd rolloff 1 S� woad _--__----.---------- Subtotal: S Local Sales Tax 0 % Tax: + RECEIPT TOTAL: $' Cash: $150.00 !IWII��IIdVNIIiYIW 12/4/2014 1 1:53 AM Sales Receipt #21203 Store: 1 5: [�1il�L �u �l-�suk' fIU.`'--15� ti�uUiiJCi1 �tiiJ"-� Thanks for Reyding with us! 8700 Crocker st. Los Angeles, CA, 90003 323.750.8405 EverRecycling@gmaii.com Mon -Sat 6am-5pm Item Name Qty Price Ext Drs 40yd Logs D% 20'v -------------_---- Subtotal: , Local Sales Tax 0 % Tax: RECEIPT TOTAL: Cash: $120.00 Total Sales Discounts: 21628 12117/2014 4:27 PM Sales Receipt #21685 Store: 1 a rt 1AQ #n! f 9a C6, Thanks for Reycling with us! 8700 Crocker St. Los Angeles, CA, 50003 323.750.8405 EverR ecyclingQgmail.com Mon -Set Gam -spm Item Name Qty Price Ext Price__ 40yrd rdloff 1 V rams$ branches full load Subtotal: $1l Local Sales Tax 0 % Tax: +$0.00 RECEIPT TOTAL: $ Cash: $ 1 211 1/2014 10:44 AM Sales Receipt #21476 Store: 1 y. Thanks for Roycling with us! 8700 Crocker St. Los Angeles, CA, 90003 323.750.8405 EverRacyciingagmaii.com Mon -Sat Gam -Spm Item Name ON orien Rut Prina 40yd Lags 1 S� Subtotal: 00 Local Sales Tax 0 % Tax: RECEIPT TOTAL: Cash: $. �i'0u�iunMu� 21476 QUOTE NO. Chandler's CONTROL NO. LOAD NOjTIME NMI % Sand & Gravel, LLC -1 - SOLD TO POINT OF ORIGIN ESTABLISHED SINCE 1934 LICENSE DRIVER NAME CDUNTY/CITY Remit to MAIN OFFICE: P.O. BOX 296 * LOMITA, CA 90717-0296 TYPE OF.LOAO TYPE OF FACILITY LANDFILL INSPECTOR (if nooded) Phone: (310) 784-2900 FAX: (310) 326-5810 DISAPPROVED THIS TICKET PRODUCT CODE ',.A,.,ACrW, UNITS QUOTE NO. OUST. -No. I JOB NO. AREA LOAD NOjTIME JDATE TICKET NO, SOLD TO POINT OF ORIGIN TRUCK NO. LICENSE DRIVER NAME CDUNTY/CITY P.O. NO. TYPE OF.LOAO TYPE OF FACILITY LANDFILL INSPECTOR (if nooded) APPROVED DISAPPROVED THIS TICKET PRODUCT CODE PRODUCT DESCRIPTION UNITS UNIT PRICE EXTENSION The undersigned certifies that to the best of hisifner knowledge this load does not contain contaminants at levels that are hazardous or represent a significant threat to groundwater. In the event a load Is determined to be unac- ceptable, the undersigned agrees to promptly remove the load from the facility. El suscitto cortifica bajo au major roomool- mlento qua 6sta cargo no contlene contaml- names sobre un nivel pellgroso a quo representan una amonaza signtlicante a Is$ aquas subterraneas. 81 Is cargo as determine oar inaceptable, &I suscrito acuorada do quftar rapidernente Is cargo del propiedad. TAX % SUB TOTAL PREY. BAL. TOTAL Signature Print Name I ANDFILL LOPERATOR LANDFILL: 26311 Palos Verd6§7 DrIast, Roll1mg Hills Estates, CA 90274 s (310) 764-2905 Pease Do Not mail to street address, use P.O. Box above. OFFICE COPY CASH DISBURSEMENT RECEIPT * * * D � ��������(� n����^ -` L � Juo . ��u Rana|pt ��m: . /,'14 4:36;.m Q1, i-i�� Los Angeles, CA 90002 (323) 564-5601 Purchased From: CP054P (License/ID No: MNL2 0V?0757|) 517 E REDONDO BEACH BLVD WILL B8} 12.18.14 GARDBNA.,A 9008 Veh 0 TNCA8Y81141 I.D. A 8Y84141 T±ket# Ship 0t Commodity Price UM Frt Ext Tota} Amt _------'_ _-__------___-----___--_--_-__ TRBCE4 12/18V14EGRADE 140.0000 GT 0.00 10.25 Ye'* TKCk8Y84141 Weights: 98009 7980t 1620n -------- _________________________________ Supplivr CP054P Totals (Pounds): , 88OOg 7880t 1020n TOTAL AKM PAID TO SLIPPLIER (ATM): $101.25 Cashier Signature (Ruth R. Arambula) Customer Signature (All we I ghts are reported in POUnds unless otherwise indicated) (All non -Pound weights are assumed to be manual weihts) (o=Vcale | U=8ca e 2 o=Sua\o 3 d=8oulo u m=Nanuul Weight) any issues or concerns please contact our customer service dept. (800) GOT -SCRAP Customer Copy - ,mu _ / i6qVV�rmnLzmuu/o' on.`/ !i17 E REDONDO BEACH BLVD (!ILL MING 241 ID 12-18J 0DENA, CA 90248 Trader: Z LA, S Alameda ------ Pounds ---------- 1-:m -__-_- 1--m. -8-hp—mn-t m-Material-�- 1a-1----Gross Tare Net --~---�-_____ TF��4 [Ox«o 96008 79801l020 ' 1050 _______._________-_~_~^___ ^~--------~--- 1620 -nt ly Gros Wght 0o\�?imu 12/18/14 l5:o2 l�� a ht kut�TLwe A/18/1* 16:3* ,Iato ie} Summar 101.25 -GRADE/_ -- $ 101'25 SCALE W(X: 0000615953 1 IMF- IN: 11:28:22 am DATE: 01/15/2015 TIME OUT: 11:28:28 am VEHICLE ID: CASH LICENSE PLATE #: 8SO4'IR4 CONTAINER ID/SOURCE.- -TORRANCE CUST ID: 004765 CUSTOMER: CASH ADDRESS: 3RD PARTY TIPPING California Waste Services, LLC 621 West 152nd St Gardena, CA 90247-2732 (800) 839-5550 TEL. (310) 538-5998 FAX_ (310) 538-9040 GROSS WEIGHT: 17,060 Ibs, TARE WEIGHT.- 12,310 Ibs. NET WEIGHT: 4,750 lbs. MATERIAL DESCRIPTION QUANTITY RATE AMOUNT GRN WASTE DISPOSAL-GREENWASTE 2.375 Tons $ 5400 $ 118.75 805 TERI AVE. 90503 TOTAL $ 118.75 $100 AMOUNT PAID -- BALANCE $ 118.75 alifo n38b Vll not appliances- s al. �a a 0 ntubes. 1.w,� stumps. fla'VaS'aSGZT LLCC" T7 accept: 0 related a a'5 cylinders. 'L 'esce " firance 03 3 waste alm �3,ons CU5,0�.a., assumes responsibifify.. financial cr Se for any atariais ncy fees c n g.m ., _". ttorneys rrrr 18 malenals 4.3,cn, d d als b ar'd ao 0 5 defined 01 , 8 1� a federal 05 u stela IL 01 disposed d .1.. of default or that the accourd is 1-1 per r,' "7Z .1 1_, Ail f.,M� .1. N_ �. days, date of .,.no . or , ".a to rro" with the above terms and canditbns DEPUTY: CUSTOMER SIGNATURE WEIGHMASTER CERTIFICATE OTNIMM THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. SCALE WO#: 0000616002 TIME IN.- 12:43:48 pmNow DATE: 01/15/2015 TIME OUT: 12:44:24 pm &VS California Waste Services, LLC VEHICLE ID: CASH LICENSE PLATE* 8s04178 621 West 152nd St Gardena, CA 90247-2732 CONTAINER ID/SOURCE: -TORRANCE (800) 839-5550 TEL. (310) 538-5998 FAX. (310) 538-9040 CUST ID: 004765 CUSTOMER: CASH GROSS WEIGHT: 19,600 lbs_ ADDRESS: 3RD PARTY TIPPING TARE WEIGHT: 12,330 lbs. NET WEIGHT: 7,270 lbs. MATERIAL DESCRIPTION QUANTITY RATE AMOUNT C & D DISPOSAL -C & D 3.635 Tons $ 8100 $ 298.07 SHAR LINE & PROSPECT $100 TOTAL $ 298.07 AMOUNT PAID BA N E r'- elated o m.� Gres. county. o". 1-1-1.1 assumes respens7bility. financial or otherwise. £ar any Services,forma hVaste LL� I �`11 .1_ .1 1., -a materials. -_ an"rmats as; s. and any er of a default a a .1 11.1 -1 T1. undersigned 1 1 1 fees cauR 1. 11 event reaus cam._ flection _11. 11—c- casts. - . 7 - Net 30 days, unless otherx,se stated or 2,,g; eed. Nam the data of a U., . P., d,. oal.no.- ,'d .'.d . ... ed DEPUTY: JUAN 0—S OS CUSTOMER SIGNATURE PRINT NAME DATE WEIGHMASTER CERTIFICATE am &&sHol tj; Knois LQ mg Ut Luml V4 ga mum" un ym &I mm" W1 vv &I HIMIM a war- tw m uFAM M r--&Wr- i I it*] M r] I W74 W, W MW I I &M 10014NIV B = 111)(41A V!