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Home My WebLink AboutBUSINESS PLAN , . V.REDI ._, - ~.~ ;~1-~-;~; ~~~.. ... i;~;·:·;;·;···;,i' '-'-"';-'T'~;:'-;"~~;';';;;Y'·,;,;, i":"'··:·' "J .....¡=äõö:345=: .. _ . ~_.." _ ,_. ~.. ._.......... _~ ,..". .._..... '-'-_"Y"'__ _~. .._.._.._.__.,.._O-:-.,.____._-:<P""__._........-.- 1l1li -12 .J ~. 81 ~ ... Q: ~ 8 !!o! "( ð § ~ .... I II ¡,...-' , 7ëRRACE- LOT 9 & PTN. Of LOT 10 OF SEC.S 1: 30 S. R 28 E. ® I... ø 13&C ®MR I I Œ> @.. .I-,µC @)MR !P1 I.ZM:. . 5(J-'¡S 5CHOOL 0I5't56-'IO II @) I. I __ ~_ . " ."" ~~, ,.rHl4l" t ø U,N:. ø .,SAC. ~s 11 ---------------------------- ---- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __J . _ _ _._ _ __ _________ LN. 'LS LN. ",: ([!) ®. ~.~lAC. ., PIA. ", LoI D "''þ . DANlëLS @ $1~~:--.zr~=:.=- ........ --..........-. ----_.__.... ---" ------ ASSESSORS MAP NO.!! COUNTY OF KEI :8 >.. !' I I I I I I I I I. BELLE. i.::; _ - - -TERRACE- - _.6' --" I ~~ '~~ o~ ''''z :~g, :;z üi I ..F @ ~e " ® ~ '" 6) .ì ~ -. @ ~ i ;;:13 ~ ';. -. t~ 11 ~ . -. 1-·._' . . . .---/.- -- --,...- ~ OJ C/> ~ ~ :-' ~ (1) o .919 Þ-1 '" en -f ÞOOO+) _. (1) - 0.. r ~ r 0 -< _. 0 õ1 C/> :-' tj c:t ~ r+ . ~ c:t ~ c:t I 0 - U\ c:t c:t o · . . . . . o · . . . . . · . . . . . · . . . . . . . . . . i~: ?\:\:\:\:\\\\:: ;2\\\....... .....'.. ... QJ ~ ,-13' . . . . . . . . . . ;12" .' ..... '11'. . " ':10'-.' ....'.'.. ':'. -&- , . .-4.-' . ::~::::::::::::::::: ::::: :~~~~~:~~::::.::::: :;'~::::::::::::':" · ,0.·,·.'.·.·.·.·.'. ..,.....,......,......". ........'........... · . . . . . . . . . . · 'r."'"..,..'............ ':;:..............'. . I!I: :>.::::::::::::::::: ....... . . . . . . . . . . . , ..c::r.'..........,..'. · ,::D" . ' . . . . . . . . . . . . . . . ::~:::::::::::::::7:i:: ::~::~:.:~.::::::::::::::::::::::::::::: :':::: LOTUS LN. ..".,.,...., -,'. . , r>:<-:-'-:·;.,:·>:·~·:.:~~c.~\ :-.-:':-:-:-:-:-:-:-:-:-:-:-:-'. . , .', · , . , , . . , "'l.<;,.'6v "....,.............~... . . . . . . ·.'.13:.·.'.·.·.·.' ".... .......'.'....,.,. ·.Ò.·.,Q, ..'..,., ·:6: . ·,'·5~·: ·:4:·'···:3:··' ··2·'·' ::::::::::::::: ,~ørrøt4W:o:oø: :~O~~::::::::,:::::,:::,:::::::':·:·:·:::::·:·:·::::'::·:::·:·.·:·::: .¡¿ o .(,) I W N 't> . . , ~:- :- :- : ::IJ. . . ~...... C/>. . . ~...... · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~. · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ". . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lu-I5 ,,-./~~ Î_: .::Ii W; a:; . t. I~¡'; j IíiIi r. -<-- I GI !! -, LO,. 12 OF SEC. 5 t ~ S. R. 28 E, ~ :: MADISON @ MILHAM @) ø "'.lgAC. DR. II) ··,~c .. ,>, I I I 15 I I _=__._ - .~_.._ .__._ I I . .. I I I I I I I I I I I !II! e~ ~ e~ ~ ® ~~ I.....~., <J ~~ .. "';',:.:" ¡! .Å ~ -r' if ~~ -~I¡. ~;~-----~ '... oJ t ; 8 ' , I 5 ®- I t '" f. f W ! cO ¡ ~ f (0 ~ ·1 ~ f" \10 j U i W r: r . 0 t Q , ~ f o > :sf .~@ l---·'---'~ !!~ "" @ ; ¡. O..J~ , e~ 0, z::~ po , Ii: t ¡: ~~.. C\I 9 €) r.:oU ~~ .¡ - .. ~ 66 "ON ,U 3.1tJ!JS 311>" NOINn P5" ~ .te CD .0 ,.' 7.29AC , , :~ R;j ® 11,1 I .II! I aJal I .;¡ I· !:,' jill I I I I I I I Q I 11 I ... I 'II I ~ I I I ~ I I I ~ I I I I I I DO .------ o I1..JS,c, .0 l,ggAC. ó~ ZI&., ~o ::E~ ¡g~ ~8 -- !3 II) II) -< . SCHOOl.. OIS1:S~~lee.::I~: '. . 56-38 r~_ .' '; .- . . ~L .. I·' ------ ---- .... ....,.... -51: ""'_'. -r ; ~J,.~C ~ ~ ~ ... ::. I I LlJ u ~ ~ I I I , -----_.."~ - '" ijf ø 1.7AC. ® CD "=:------ -- RS MAP NO..!..§Jt::..~_~ IUNTY 01; . ~~~I, ; 'l~"69~ - 96'L66~ 'Y.) 'we)! :e¡ea 4IedOJd la3~ M~l e ~,---- ..1, e -- --- - ,----- e (, ,- . .-. , . PHONE (80S) 323-0211 2000 EAST BRUNDAGE LANE POST OFFICE BOX 4087 * * BAKERSFIELD, CALIFORNIA 93307 I<. f [) ~4L u4-óc ~ ~ ~\ f NòT UJ~ ! GiVJ ¡- I, :;p- ~ \ I Á-f' ¡ ~ ~ ! y , 6~ Ý' 0,-0 I I , . I 1_ ~F;~75 J ; I I I ! St'Drq~ ~ N~r ¡¿QQn-t. uáedJ . h1ou.I'~ ð It.of Tr-QtÏ-e... ,.. cU,~e. f3r.+rc.,.,., c ~ _ _"_ - - -- /),/Z;:- '1 , w: ~ " , I I- i I ,-- I J I I I I I I I I I I I I , I , I 200 feet to South Union Avenue Curb o 10 20 30 I I I I Scale 1 inch = 20 Feet - WEST TANK 1000 Gals. - BSK Job B93229 January, 1994 Figure 3 8-1 B-2 , ci 1] B-3 EAST TANK 500 Gals. 156 Feet to Wood Fence at Daniels Lane 1 BORING LOCATIONS UST SITE SOIL CHARACTERIZATION K & D SALVAGE, 600 SOUTH UNION A VENUE BAKERSflELD,CALWORN[A , -N- ~ ~ & Associates · e BSK Job B93229 January, 1994 Figure 2 Wood Fence - ëð ~ ~ c.J .¡:: = C) ~ c: C) > -< c .9 c ::> -5 =' o rn FORMER TANK LOCATIONS WEST Of] EAST TANK TANK loon Gals. son Gals. .c .... ~ u Brick WaJl W 00<1 Fence ~ N ~ o I 50 I Curb 100 , Danicls Lane Scale: I Incf1 = 50 feet SITE PLAN UST SITE SOIL CHARACTERIZATION K & D SALVAGE, 600 SOUTH UNION A VENUE BAKERSFIELD, CALIFORNIA ~ & ^c;c;ocíi'ltec; w ..) -~~ LL~ ::>- < ~~ C) . .. ~~r =~ ~ C/l I I ~ ä3 ~+-- OD ~ " f\'¥. '\'^ I . . , " . ~ ',"' ~.. '; :.};, 1 2 a" .., +- 1--+-+-+-+ 1.58 5 .20 . 3 . 16 acres I Û<P1 \~ IJ L'\n~ \- - - -- - - - - -- -¡7:D- ~ q~~:- 1 i/ :: 10 () i J acres - - ~.. . ...-- , (,)- I ..- I . . I --- -- ..~ ,,' ":: ":'/::'_:" .:~. " ~'1~jwt;- - DAN I . e BSK Job 893229 January, 1994 Figure 1 ,J;Ä/ I~ ~, , .:II R.....·.' IIs~, Inll~'"'' ~,;;: I : i ~, .; ~"~'~, . ........ ~1..,·... . I~ ~ . '. DI,,_, 4' ~~-' " ~føAt . -:"", i ,: .: 1 ,¡ ," \ \'''; "'£Aoo ~ I ...,~, "", . ~,IÁ'¡.t'" F , I ....J. ! cr i .,; I s....: è Rd,a: , ~'nD~ c!f' I "1~iG'':\.~ . ' :ij;.M .: ,':. iitl#'6lp~. ít';: :- .,.or ., Rd, a: liJ.· \ I -Is Rd' ., IiiI:::l: . Îld I' ,~,.ii :-,' ro~'" ,~,,~·Uiit' 'I ~ ï . . n. '\ Rd. ~' .! \ 1.:.21 i..Q! ~ ' i ',. '~ O~ ~~?~~ I O~l'-C?\Y~~'./: ~ . ~:: ~ ,,"1 N I.!..~ '" RIJ:'~ . 1, .,' ~_ .' _~~ : ¿~~ 1 "I " J · 'i . "R~ I RUSEDALI /. ;, '''I. 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Iii !õ Ie crÞ~ri_ loò ì-T; 1'.:1, ':, ~14.....i L_ '0 I /. "''i, i ,..... ,... r ~I ''ji . ,<£ J'! ~.I§ j/ i - ~ .....Jj J,¡ !";~ I' .!':' : ,,1.i8~ I' ".. { .. ... I ~ . Ii ~ ¡ MeCu~'; ë t;.. : foík, Ä..!. , ': 7A:s ~~ ~f Mou to'm" Rd. I'':~ old" , ":' j~~~' ~ ] ~ ~ ;¡;tÅ~Ã ~.:~' I; OR fN~'EL;; ".of ~eøil! :J P~. . " , !" £ ræ' I ' I ;/, 'Î OLD RIVER 1 Rnm!2M, UM KIN I ~ w Rd.' I, I jll ÞU . w. ~'B'~, ' 0, ~f ! } I \ "a: .¡;.~ ]~. :. ~ ¡9~TE ',' OIGlooaIo ' ~t p.,*, R.. IMen; lno - I'. '/( '" " ",.."" Ir.o~,,, ill " 'j. ';ts..· i Aft ONT ' . I -\ ·~J!lpr: .' . , /1 ¡. 1 ~ ' H.... ton Rd. :> W.... Itch L6bD ..-. -i~![~' I "If ' " 'It ._l ,., I a: Lind.." Rd... .. .. vo, ,.. ! 1& .JII~ 1NEEDPA'CI\ I .. §..fA ".; 1...-"1'- . ~I<;o.r;~ .,'t., 9>.,. ~ Rd' ... .. ¡" . _M',a... ~I U SuM a::.!! " ,;.f: f~I.'1",~ : ,. ,... ....! .: rJ : :E¿:'~' ~' I '" ... ~ ~t' ISt,W liP' ~ 0.....·1, /l: J.. .1' , C v.;: _ ... ," n ,.... 0 1'1""" f ~ .' n, Rd " All' Mount.ln a:: Baul ..d. 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'", I. ,; ¡ s.-; 0 Rd,'" , ~'fl';!I I ;"':-'0'-5" ,,~ ~ 0: . ,. i¡ .. ., ~ : IV~ " Rd, "'~. \ INnnh Rd, ' .. g:;;¡: , :~d. I" ~~.~\"':'k:g~~\¡J : ):" ~ ~ .'" ~ Rd _ft ,'} \ ~ we I-..!!! ~ ~I ~ œ \''4.1~';· O~l~C~U" ; ¡' ~) ~ ".(.'I' N I .,'- I'¡;¡R~,':; .,1,_. " ï-:tj; . _~ : ,,~ 1" '1'1" 1 . . 'Ø~" IWOALI ".;! '7,&. p., ~ 'c" I ði: :' "'1~:1r ,t~l;:;. :" ! 't ~ ,:o;..Z . 'ØM.od~ 1"10. I Rd (REEN 10-; '" n d ~ "I ~'vr' i , V_A' IT I~"~ ACIII'!t n;H I ..~ ? ï; 'II" I~.t" , ll'" , - ~ .:' '! I'---i 0'" l1li ....db nr~~, ~o "I ¡.. 1 i, '.'" ~ ., e i" ~ ¡.....;-.¡ " '¡:i ~~14" > ~~, -1",1 ,. . ,. ,'7' ,0 ¡ ,. "on!!¡l ·1 "!f71. '1. '":t~~~ ~. ~ Pol", ,;;; L1Jftln'~·. ~ .~~, '1 ì,¡'IC+~ " i', i. '. ~~~~~ >_ ~~ ,oW. ~ . ~tI.~! A~ ,w 4* ' I /. B,un.lOiii[ In, ~!!.'ot EDISON ; i ~... -Y;n.d'I·OA' 'K~' : :0/ Cm~t:l,F. :.l¡! , 12j~ WI. "1-.U'SITE"-" ÁYFIII ii1t1.~ ;' ¡~ .. . ERS I.. '"' '. ~tv:' !lD "",:... 0:.. ' 1(' ~.' -' I il on,' = ~oC Ad ~' iiAK'ÄiFI~ ' ....,., · Ii!~.. ., ~!Ii (. t, . 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Ë J!i "" J.~~1- .',~lc;.~(:I'_~. ~'. r~: ¡Rd· rm'J~ u ,f __,'IISdI I ~~ ~ Œ! ,;/.t~Í'.~~"... ,,,.,, .. ~ ,;'1, ~~. " I. .,::'" :I.I..~..:I, !!! up' ~'a.....", ,''eo.. ",n. Rd! .. A... Moun..... '" ¡¡¡ è Iou' ,...., . , h~.~.Il.q:,:" °1 :f ~ Ñ·, " ': :'"i. ~Et',~S: ' I ,. !i " ! ,; I ': .. ,¡ ~I ',; ;. I' .. I .;~t:r s ,; ~:t; ;" ~ F ., .; I Ii Fhn¡¡ Rd.: ,'Ii !~. ' f - ~:-I-- - ., ~ " ._u' ". i. " i ., ¡ 'i,..: ,'. '''111 " ",~ .. I'] ~... '1 AI VIM, .~J u:, ..lOlnt ." RðId 'I' Moclf "If.!" .~'t : __..I f ._-- "'-' ,.... ..." - ,~~-, ~ÏiI - .. .- '~~Yi '. ¡..'1';7J.~J-~~_ · ¡' 0 ~ 1 I' ':' J ~ . ,'" -. I ~ ~IUJI ,~ ..~ I ;~ ~"'r~l II' ,,1 ~~. .:...~" "i ~~~ ' ;," . ." ., ,; J 1 'i_·1 " !" ,.! ~ ~~ or I; I,. I."'. "'.. I.., f' I" I 1'6,.,..' '. ,,'" -~ Rood ì·r.. o 4 2 Scale (Miles) VICINITY MAP UST SITE SOIL CHARACTERIZATION K & D SALVAGE, 600 SOUTH UNION AVENUE BAKERSFIELD, CALIFORNIA ~ N ~ ~ & Ac;c;odatð e . BSK Job 893229 October, 1993 F1gure Z ~ -tj 'C = Go) = c: Go) > < c o 'ë ::J .g = o 1'1) ~: u Brick WaIl 0' 50 . I Scale: 1 Inc" = 50 Feet Curb 100 , Wood Fence FORMER TANK LOCATIONS wr""c;T 0 [] EAST TANK TANK 1000 Oals. 500 Oals. Wood Fence Daniels Lane SITE PLAN UST SITE SOIL CHARACTERIZATION K & D SALVAGE, 600 SOUTH UNION A VENUE BAKERSFIELD, CALIFORNIA ~ H ~ ~ & Ac;c;ociates BSK Job 893229 October, 1993 Fløure 3 i I 08-4 200 feet to South Union Avenue Curb FORMER TANK LOCATIONS WEST ~ ~ EAST TANK ~2 ~~lTANK 1000 Gals. 500 Gals. 08-5 08-3 156 Feet to Wood Fence at Daniels Lane o Proposed Test Boring o 10 20 30 , . 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DEPARTMENT OF TOXIC SUBSTANCES CONTROL INTRODUCTION The Former K&D Salvage Yard Site (Site) is located at 600 South Union Avenue, Bakersfield, California, Kern County. From 1958 through 1989, the Site was used as a metal recycler and storage facility. Over the last several years, the Department of Toxic Substances Control (DTSC) has been conducting investigations to determine what kind and how much contamination exists on site soil and groundwater. This fact sheet provides information on what was discovered during the investigations, proposed cleanup options, and public participation activities planned for the community. Public Review and Comment Period The Department ofToxic Substances Control (DTSC) is seeking review and comment on the draft Removal Action Work Plan (RAW) and proposed draft Negative Declaration for tl£K&DSalvage Yard-sité during a 30-day public comment period. Comment Period February 26 - March 26,2003 Send Comments To Maria Gillette Site Mitigátion Program Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 (916)255-3953 mgillett@dtsc.ca.gov SITE DESCRIPTION AND BACKGROUND The Site encompasses approximately 10 acres of fenced, vacant land, and is located in an area of town that houses light industrial, commercial businesses, and some residences. Directly south of the Site is the abandoned Benham and , -Johnson/Double "D" metal recycling facility. Though the sites are adjacent, they are being dealt with as two separate projects due. to the different industrial activities that occurred at each of them. Information Repository Copies of the draft RAW, Negative Declaration and other Site-related documents are available for review at: Holloway-Gonzales Public Library 506 E, Brundage Lane BakerSfield; CA93307 805-861-2083 And Department of Toxic Substances Control Attn: Librarian 8800 Cal Center Drive Sacramento, CA 95826 (916)255-3758 The Site was used for storage and recycling of metal from 1958 until 1989, , when it was abandoned by its owners. For the next ten years the Site was subject to unauthorized dumping and occupied by transients. In October 1998, DTSC removed debris, such as household items and furniture, in preparation of conducting preliminary soil sampling in the winter of 1999. Analyses of the sampling confirmed that Site soil is contaminated with polychlorinated biphenyls (PCBs) and heavy metals The energy challenge facing Cal(fornia is real. Every Californian needs to take immediate action to reduce ene/xy consumption. For a list qfsimple wa}~\' you can reduce demand and cut your ene/xy costs, see our .vebsite (I{ www.dtsc.ca.gov. ; /\ ... " PLAZO PARA EL COMENTARIO DEL PUBLICO ACERCA DEL PROPUESTO PLAN DE LIMPIEZA PARA EL SITIO K&D SALVAGE YARD ,\ I ~~ ~ - .. DEPARTMENT OF TOXIC SUBSTANCES CONTROL BAKERSFIELD, CALIFORNIA INTRODUCCION El antiguo sitio K&D Salvage Yard (el Sitio) se encuentra ubicado en South Union Avenue No. 600 en Bakersfield, California, Municipio de Kern. Desde el año 1958 hasta 1989, el sitio fue utilizado como una instalación para el reciclaje yalmacenamiento de metales. . Durante varios de los años recientes, DTSC (Departamento de Control de Sustancias Tóxicas) ha estado realizando investigaciones para detenninar la cantidad y el tipo de contaminación que existe en el suelo y en las aguas subterráneas en el Sitio. El objetivo del presente folleto es infonnarles acerca de los resultados de dichas investigaciones, las alternativas de limpieza propuestas, y las actividades que se han planificado para tanto la participación del público como la de la comunidad. ANTECEDENTES Y DESCRIPCION DEL SITIO El Sitio abarca aproximadamente 10 acres de un terreno baldío y cercado, el cual está situado en un sector de la ciudad donde existen locales comercia)e.s y .~~. in.dustria ligera y._ algunas viviendas, Justo al sur del terreno se encuentra la instalación ya abandonada de reciclaje Benham and Johnson/Double "D" Metal. Aunque los terrenos se encuentran uno allado del otro, se considera los mismos como dos proyectos separados debido a que las actividades industriales que se desarrollan en ambos difieren las unas de las otras. . . Plazopara los Comentarios y Revisión del Público EI Departamento de Control de Sustancias Tóxicas (DTSC) está solicitando los comentarios y la r.evisión acerca del borrador del Plan de Trabajo de Elimináción (RAW) y del borrador de la Declaración.de Jmpacto Negativo para el sitio K&D Salvage Yard durante el plazo de 30 días para que el público presente sus comentarios, Plazo para los Comentarios del Público 26 de Febrero del 2003 hasta Marzo 26 del 2003 Sìrvase Enviar sus Comentarios A María Gillette Programa de Mitigación de Sitios Departamento de Control de Sustancias Tóxicas Cal Center Drive No,· 8800 Sacramento, CA 95826 (916)255-3953 . mgillett@dtsc.ca.gov Buzones de Información Las copias del borrador RAW, de la DeclaÍ'ación de Impacto Negativo y documentos relacionados con el mismo se encuentran a su disposición para su revisión en: Biblioteca Pública Holloway-Gonzales E. Brundage Lane No. 506 Bakersfield, CA 93307 805-861"2083 Yen Departamento de Control de Sustancias Tóxicas Atn.: Bibliotecaria Cal Center Drive No. 8800 Sacramento, Ca (916)255-3758 Desde 1958 hasta 1989, el Sitio fue utilizado para el almacenamiento y el reciclaje de metales. En 1989 sus dueños dejaron abandonado el sitio, Durante los diez años siguientes se utilizó el Sitio como un basurero ilegal y también como albergue utilizado por vagabundos. En Octubre de 1998, DTSC procedió a remover desperdicios del Sitio, tales como muebles y enseres, para La crisis de energia que enfrenta Ca/[j'omia es un hecho real. Cada Câ/ifomiano debe lomar medidas imnediataspara reducir el consumo de enel;giä, Para vel' una /ista de cÓmo usted puede reducir la demanda y sus costos de energia. visite nuestro sitio en/a red en WWH: dIsc. ca. g"OV. I (1, 1\ including lead and zinc. Studies have shown that PCBs can cause cancer in animals and are probable carcinogins (cancer causing) to humans. Exposure to high levels of lead ,can be harmful to children, causing seizures, unconsciousness, and in some cases, death. In adults, high lead levels can cause increased chance ofillness during pregnancy, fertility problems (in men and women), and memory and concentration problems, PROPOSED REMEDIAL ALTERNATIVES Details of sampling and analysis of a site is compiled during the Remedial Investigation (Rl) phase. Alternatives on ways to cleanup the site are also ,analyzed during this phase. . Dnce the Rl phase is completed, a document known as a draft Removal Action Workplan (RAW) is developed and made available to the public for review and comment. The draft RAW summarizes the information obtained during the Rl phase and makes a proposal on how to best cleanup the site. All of the potential cleanup options outlined during the Rl phase are evaluated against three general criteria of effectiveness, ease of . implementation, and cost. The best remedy is then selected. With these criteria in mind, the following five alternatives were evaluated: . maintained continuously, This alternative was not chosen, in part, because it would not be effectÍve in protecting public health over a long period of time, #3) Excavation and Off-site Disposal This alternative involves excavating contaminated soil and transporting it to an off-site disposal facility. This alternative was not chosen, in part, because although it would essentially achieve the same results as option #5, it would require a greater cost. #4) Stabilization and Offsite Disposal This alternative involves treating the contaminated soil prior to excavating it and transporting it to an off-site disposal facility. This alternative was not chosen, in part,-because it would require a greater cost than option #5. #5) On-site Disposal and Capping This alternative would involve consolidating the contaminated soil, covering it with an engineered cap (asphalt), and placing a deed restriction on the property. The land use on the Site would be limited to commercial and industrial uses. CHOSEN REMEDIAL ALTERNATIVE The alternative proposed in the draft RAW is option #5, On-site Disposal and Capping, This proposed alternative is effective in removing the risk and hazard posed by the contamination without adversely affecting on-site workers and off-site residents. #1) No Further Action This alternative means that nothing would be done to treat, contain, or remove any of the contamination. The draft RAW and the draft California Environmental This alternative was discounted for several reasons, QualityAct (CEQA) Negative Declaration will be including that it would not reduce the toxicity or volume available for public review and comment during a 30- of cQntaD1il1ation and that it would limit futureJand . _ _day public comment period.. -The-comment period is -. usage. held so that the public's concerns are considered before DTSC makes a final decision to either approve or deny the draft RAW. The Negative Declaration states that the proposed remedy will not negatively impact the environment. #2) Institutional/Engineering Controls This alternative would involve the placement of a deed restriction on the property that"would limit its use. It would also require that the site fencing and signage be Hearin!! Impaired You can obtain additional information by using the California State Relay Service at 1-888-877-5378 (TDD). Ask them to contact Maria Gillette at 916-255-3953 regarding the K&D Salvage Yard site. . d.~ poder lIevar a cabo un muestreo preliminar de suelos, 10 que ocurrió en el invierno de 1999, Los análisis de muestreo realizados confirmaron que elsuelo del Sitio está contaminado con binéfi]os policlorinados (PCBs) y metales densos que incluyen plomo y zinc. Los estudios efectuados han demostrado que los PCBs pueden causar cáncer en los animales y son posiblemente carcinógenos (que causan cáncer) a los seres humanos. La exposición a altos niveles de plomo puede ser dañino para los niños, provocando convulsiones (apoplejía), pérdida del conocimiento y en algunos casos, la muerte, En los adultos, los altos niveles de plomo pueden causar un aumento en la probabilidad de contraer enfermedades durante el embarazo, problemas de fertilidad (en hombres y mujeres), y problemas de concentración y retención de memoria, ALTERNATIVAS PROPUESTAS PARA MEDIDAS CORRECTIVAS Los pormenores del muestro-y de los análisis efectuados en un terreno se recopilan durante la etapa denominada Investigación Correctiva (RI). Asimismo, durante esta misma etapa se analizan las alternativas para proceder a la limpieza del sitio. Una vez que el RI se haya completado, se prepara un documento denominado borrador RAW, el cual se pone a disposición del público para sus comentarios y estudio, El borrador RAW resume la información obtenida durante la etapa RI y prop one las mejores alternativas para proceder a la limpieza del terreno. Todas las posibles alternativas de limpieza indicadas en la etapa RI son evaluadas comparando tres puntos en general: eficacia, facilidad para su implementación y costo. Entonces, se selecciona la mejor de las medidas correctivas. Considerando 10 anterior, se evaluaron las siguientes cinco alternativas: No, I) No se tomará ninguna acciónfutura Esta alternativa significa que no se tomará ninguna medida para tratar, contener 0 remover nada de la contaminación. Se descartó esta aIternativa por varias razones, incluyendo el hecho de que no reduciría la toxicidad ni el volumen de contaminación y que limitaría el futuro uso de las tierras, No, 2) Con troles de lngeniería e lnstitucionales Esta alternativa involucraría la implementación de una restricción en la escritura del bien raíz, la cuallimitaría el uso del mismo. Asimismo, requeriría que se cercara la Aviso a Personas con Problemas Auditivos ,.-;. .. propiedad y que se mantuvieran letreros en el terreno en forma continua, Se descartó esta alternativa en parte dado que no sería efectiva para proteg~r la salud pública a largo plazo. No.3) Excavación y Eliminación Fuera del Sitio Esta opción incIuye excavar el suelo contaminado y transportarlo a una instalación fuera del sitio. No se escogió esta alternativa ya que aunque básicamente se conseguiría el mismo resultado de la alternativa No.5, su costo sería mucho más alto. No, 4) Estabilización y Eliminación Fuera del Sitio Esta alternativa contempla el tratamiento del suelo contaminado previa a su excavación y su transporte a una instalación fuera del sitio. No se escogió esta alternativa ya que su costo es mucho más alto que la alternativa No.5 No, 5) Eliminación y Cubierta Protectora en el Sitio Esta aIternativa involucraría consolidar el suelo contaminado, instalar una capa protectora (asfalto) para posteriormente fijar una restricción en el titulo de propiedad de la misma. El uso de la propiedad en el Sitio estaría limitada solamente para el uso industrial y comercial. ALTERNATIVA QUE SE SELECCIONO PARA LA ACCION CORRECTIVA La alternativa propuesta el borrador RAW es la No.5, Eliminación y Cubierta Protectora en Terrreno, La eficacia de esta alternativa que se prop one es que se eliminará el riesgo que involucra la contaminación sin que afecte a los trabajadores en terreno y alas personas que residen en las afueras del sitio. El borrador RAW y el borrador de la Declaración de Impacto Negativo conforme al Acta de Calidad Ambiental de California (CEQA) estarán a disposición del público para su estudio y comentarios durante el plazo para los comentarios del público el cual es de 30 días. La finalidad de este último es para que se consideren las inquietudes del público previo a que DTSC tome una decisión final para ya sea aprobar 0 denegar el borrador RAW. La Declaración de Impacto Negativo indica quela medida correctiva propuesta no tendrá un imp acto negativo en el medio ambiente, Pueden obtener información adicionalllamando alServicio de Relevo del Estado de California, 1-888-877-5378 (TDD) Y solicitar que se les comunique con María Gillette al número 916-255-3953 con respecto al sitio K&D Salvage Yard. Jß r.. FUTURE ACTIVITIES After the public comment period has ended, DTSC will review all comments received and make a final determination to either accept or deny the RAW and draft Negative Declaration. At the same time DTSC announces the acceptance or denial of the draft RAW, anyone who submitted either verbal or written comments will receive DTSC's Response to Comments document. This document provides all of the comments submitted during the public comment period and DTSC's response to those comments. The Response to Comments will be availaþle in the repositories that have been established for the site. CONTACTS If you would like additional copies of this fact sheet or more information concerning the site, please contact: Ms. Maria Gillette Project Manager Site Mitigation Program Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 mgillett@dtsc.ca.gov (916) 255-3953 Ms. Heidi Nelson Public Participation Specialist Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 hnelson@dtsc,ca.gov (916)255-3575 Mediã Contact ~- - . Ron Baker Public Information Officer Department of Toxic Substances Control 1001 I Street Sacramento, CA 94814 rbaker@dtsc.ca,gov (916) 324-3142 GLOSSARY California Environmental Quality Act: The statutory act that requires decision-makers to conduct an evaluation of the environmental impact of proposed projects under their jurisdiction. The Act also requires the department or agency to provide the opportunity for public comment. Draft Negative Declaration: A document issued by the regulatory agency when an initial environmental study reveals no substantial evidence that the proposed project will have any significant effect on the environment. Meets the requirements set forth in the California Environmental Quality Act. Draft Removal Action Work Plan (draft RAW): A plan in draft form that outlines a specific program leading to cleanup of a contaminated site. Metals: A group of elements that can be toxic at relatively low concentrations. Polvchlorinated Biphenyls: PCBs are mixtures of synthetic organic chemicals and can range from oily liquids to waxy solids. PCBs were used in hundreds of industrial and commercial applications including electrical equipment, plasticizers in paints, plastics and rubber products; in pigments, dyes and carbon less copy paper. PCBs are believed to be carcinogenic' (cancer causing) to humans. jÇ;:o ACTIVIDADES FUTURAS Después que haya finalizado el plazo para los comentarios del público, DTSC procederá a revisar todos los comentarios recibidos y tomará una determinación fmal de ya sea aceptar 0 no el borrador RAW y la Declaración de Impacto Negativo, AI mismo tiempo en que DTSC anuncia la aceptación 0 la denegación del borrador RAW, todos aquéllos que hayan presentados sus comentarios ya sea por escrito u oral recibirán el documento titulado Respuesta a los Comentarios de parte de DTSC, el cual indica todos los comentarios presentados durante el plazo de comentarios por parte del público y la respuesta de DTSC a los mismos. Este documento estará disponible en los buzones que han sido establecidos para el sitio. PERSONAS CON QUIENES COMUNICARSE Si desea recibir copias adicionales acerca de este folleto informativo 0 alguna otra información con respecto a este sitio, sírvase comunicarse con: Sra. María Gillette Gerente de Proyecto Programa Mitigación de Sitios Departamento de Control de Sustancias Tóxicas Cal Center Drive No. 8800 Sacramento, CA 95826 mgillett@dtsc.ca,gov (916) 255-3953 . Sra. Heidi Nelson Especialista en Participación Pública Departamento de Control de Sustancias Tóxicas Cal Center Drive No. 8800 Sacramento, Ca 95826 hnelson@dtsc.ca.gov (916) 255-3575 Medios Informatives Ron Baker Información al Público Departamento de Control de Sustancias Tóxicas Calle 1 No, 1001 Sacramento, Ca 94814 rbaker@dtsc.ca.gov (916) 324-3142 .~ GLOSARJO Acta de Calidad Ambiental de California: Acta legalla cual . requiere que las personas que toman decisiones en proyectos bajo su jurisdicción, efectúen una evaluación del impacto que aquellos propuestos proyectos causarían al medio ambiente, Dicha Acta requiere asimismo que el departamento 0 la agencia a cargo del proyecto dé al público la oportunidad para que éste presente sus respectivos comentarios. Plan de Trabaio de Acción de Eliminación (borrador RAW): Un plan en forma de borrador el cual destaca un programa específico que Ilevará a la implementación de la limpieza de un sitio contaminado. Metales: Un grupo de elementos que pueden ser tóxicos en concentraciones relativamente bajas. Bifenilos Policlorinados (PCBs): son una mezcla de sustancias sinteticas orgánicas químicas que varían de liquídos aceitosos a sólidos como cera, PCBs fueron utilizados en cientos de aplicaciones industriales y comenciales, incluyendo el uso de plastificadores en productos de pinturas, plástico y hule; en pigmentos, tinturas y papel de copias sin carbón. Se cree que los PCBs son cancerígenos (que causan cáncer) al ser humano, ?Q " Mailing List Coupon If you have any comments concerning the Former K&D Salvage Yardsite or if you would like to be put on the site specific mailing list, please take a moment to fill out the infonnation below and mail it to Ms. Heidi Nelson, DTSC, 8800 Cal Center Drive, Sacramento, California, 95826. DTSC mailing lists are solely for the purpose of keeping persons informed ofDTSC activities, Mailing lists are not routinely released to outside parties. However, they are considered public records, and, if requested, may be subject to release. Name: Address: City, State, Zip Code Phone Number: Fax Number: E-Mail: .--..---.-..-....-.-..-.--.-.--.-----.---............--.--.-..........-....................---.--....--......-----..----....-...------.--...-...-.......--.-....---- _..._._.._..._......_-.__.._._._.......~_......._._._--_._.-------..----.----....--..-..-.......-.--.--..-.......--.----.....-.-.........-.....-...---.- .....---..-------.-......-.---------..-..---------.--.----..........-..-.....---....---.............--..---.--.-...----.-............--.- ·...m..._·.....·_·.._....·.......... .........................-......... .........................--... .............................................--... . ~-- -- --~ -.-- - ~ ---- . --_.- -Comments/Q uesti ons =-=-..::::=-:.-:-~------..------.-_._-------..-.-----_.------..------.--..--.---.-.-------.------------ _.___.._~...._..____.......__......"' ·.....·._._.__··........__......._....._·....._.._.....m_............_......_..._._~ .........._........._m......................_.....___._..h................m___......._.._......__..._........._.._........._......m.'_ ................m.............__....._ ................-..-..........-....- ............................................ ...............................-.............. .......................-........ .................................-. ...............-.-....................-......... ...............................-.... ........-..............-....-........... .......................... ...........................---..........-...-. ---_.~- '-- - .. - .. -- .. __ __e-_____ -_.- - - - - l\ (.. ~. "" Cupón Lista de Direcciones En el caso que usted desee presentar algún comentario con respecto al Antigua Sitia K&D Salvage Yard 0 si desea que su nombre se inc1uya en la lista de direcciones del sitio específico, tenga la bondad de completar la informacÍón que se indica a continuación y envíe la misma a la Sra. Heidi Nelson, DTSC, Cal Center Drive No, 8800, Sacra- mento, California, 95826, Las listas de direcciones de DTSC son de uso exclusivo de este departamento y su única finalidad es"mantenerlos informados acerca de las actividades que desarrolla DTSC. Estas listas no son divulgadas a terceros. Sin embargo, ya que se considera que son documentos públicos y si así se solicita, podrían estar sujetas a su divulgación. Nombre: Dirección: Ciudad, Estado, Código Postal: Número de Teléfono: Número de FAX: Correo Electrónico: Comentarios/Preguntas: L¡{1. I . e THE FORMER K&D SALVAGE YARD SITE June 19991 mSTORY OF THE SITE 1958 through 1989 K&D operates as a metal recycler and storage facility at 600 South Union Avenue, Bakersfield, CA. l2.8.2 The property owners abandon the Site. 1989 through 1999 Illegal dumping of debris such as old appliances, tires and household items occurs. The Site is also frequented by the homeless. Summer 1998 The Department of Toxic Substances Control (DTSC) issues an Imminent and Substantial Endangennent Determination and Order (Order) to the potentially responsible parties stating that they must conduct and pay for an environmental investigation and eventual cleanup of the Site. Fall 1998 Responsible parties do not comply with the Order. DTSC agrees to conduct and pay for the necessary environmental investigations and eventual Site cleapup, Winter 1999 DTSC removes visible debris, fences perimeter of the 10 acre Site, and performs soil gas sampling. Preliminary investigations reveal soil contaminated with heavy metals, waste oils, and polychlorinated biphenyls (PCB's), however, DTSC determines that further investigation is needed to fully characterize the Site. ~ DTSC begins public participation activities including developing a Site specific mailing list, community questionnaire, and public participation plan in preparation· of further environmental investigations at the Site. E._'- l j TllnKeWay E.T..._w.r ~ --I=:::J ...-- Map Not To Scale \h' -"" ~ j .. Quiero agradècerle con anticipación por tomarse el tiempo para llenar ia encuesta ad junta, y si usted tiene cualquier pregunta con respecto al antiguo local de K&D Salvage Yard, por favor comuníquese conmigo, llamando al (916) 324-3108, ó con Eric Wallberg,. Administrador de Proyectos del Departamento, llamando al (916) 255-3749 ó con Heidi Hansen al (916) 324- 3108. ~ FUTURE OF THE SITE ..1 The following infonnation represents the next steps to be taken on I the Fonner K&D Salvage Yard project: ~ 1 r Phase 1- Technical Activities Remedial Investigation Remedial Investigation: An in-depth investigation to determine the nature and extent of contamination in order to evaluate the need to treat site contamination and to identify potential methods of treatment. Feasibility Study A study to identify and evaluate treatment methods proposed in the Remedial Investigation. Phase I - Public Participation Activities +Public Participation Plan -community interviews -site tour +Mailing List Development +Establish a Repository +Fact Sheet * Other Phase II- Technical Activities Draft Remedial Action Plan A document describing the proposed alternative for treating soil and/or groundwater contamination at a hazardous waste site. Phase II - Public Participation Activities +30-Day Public Comment Period +Public Notice +Public Meeting +Fact Sheet +Response to Comments * Other *Depending on the level of community interest, other public participation activities may occur. Activities may include, but are not limited to: public meetings, workshops, briefmgs, and additional fact sheets. For More Infonnation, please contact one of the following DTSC representatives: Eric Wallberg DTSC Project Manager (916)255-3749 ewallberg@dtsc.ca.gov Heidi Hansen DTSC Project Manager (916)324-3108 hhansen@dtsc.ca.gov You can obtain additional information by using the California State Relay Service at 1-888-877-5378 (TDD). Ask them to contact Eric Wallberg at (916) 255-3749 or Heidi Hansen at (916) 324-3108 regarding the Fonner K&D Salvage Yard site. ~ III fW'4'::J UÀti- ~ ,. ~ ~ KøD . :~:-~':" ~ ,~" '.: ,/ Û \lL~~ ;c~" _ PUBLIC COMMENT PERIOD ONr~ r ~ PROPOSED CLEANUP PLAN FOR----- = -=-,-' THE K&D SALVAGE YARD SITE ':r:~~1"f ~I:;,~1'S' . I¡, DEPARTMENT OF TOXIC SUBSTANCES CONTROL INTRODUCTION The Former K&D Salvage Yard Site (Site) is located at 600 South Union Avenue, Bakersfie]d, California, Kern County. From 1958 through ]989, the Site was used as a metal recycler and storage facility. Over the last several . years, the Department of Toxic Substances Control (DTSC) has been conducting investigations to determine what kind and how much contamination exists on site soil and groundwater. This fact sheet provides information on what was discovered during the investigations, proposed cleanup options, and public participation activities planned for the community. Public Review and Comment Period The Department of Toxic Substances Control (DTSC) is seeking review and comment on the draft Removal Action Work Plan (RAW) and proposed draft Negative DecJarat!~pXor .'- . the K&D-Salvage Yard site during a 30-däý public comment period. Comment Period February 26 - March 26,2003 Send Comments To Maria Gillette Site Mitigation Program Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 (916)255-3953 mgillett@dtsc.ca.gov SITE DESCRIPTION AND BACKGROUND Information Repository Copies of the draft RAW, Negative Declaration and other Site-related documents are available for review at: The Site encompasses approximately 10 acres of fenced, vacant land, ahd is located in an area of town that houses light industrial, commercia] businesses, and some residences. Directly south of the Site is the abandoned Benham -and Johnson/Doub]e "D" metal recycling facility. Though the sites are adjacent, they are being dealt with as two separate projects due to the different industrial activities that occurred at each of them. Holloway-Gonzales Public Library 506 E, Brundage Lane Bakersfield, CA 93307 805-861-2083 And Department of Toxic Substances Control Attn: Librarian 8800 Cal Center Drive Sacramento, CA 95826 (916)255-3758 The Site was used for storage and recycling of meta] from 1958unti] 1989, , when it was abandoned by its owners. For the next ten years the Site was subject to unauthorized dumping and occupied by transients. In October 1998, DTSC removed debris, such as household items and furniture, in preparation of conducting preliminary soil sampling in the winter of 1999. Analyses of the sampling confirmed that Sitesoil is contaminated with polychlorinated biphenyls (PCBs) and heavy metals The eller,'.,T)' challenge facing CalUÓrnia is real. Every Californian needs to tàke immediate action to reduce ener,'.,')' consumption. For a list C?fsimple ways you can reduce demand and cut your enel:gy costs, see our ,vebsite at w,vw.dtsc.ca.gov, i (\,/'. t! ~ PLAZO PARA EL COMENTARIO DEL PUBLICO ACERCA DEL PROPUESTO PLAN DE LIMPIEZA PARAELSITIO K&D SALVAGE YARD ,\ I ~~ ---- - ... INTRODUCCION EI antiguo sitio K&D Salvage Yard (el Sitio) se encuentra ubicado en South Union Avenue No. 600 en Bakersfield, California, Municipio de Kern. Desde el año 1958 hasta 1989, el sitio fue utilizado como una instalación para el recicIaje y almacenamiento de metales.. Durante varios de los años recientes,-· DTSC (Departamento de Control de Sustancias Tóxicas) ha estado realizando investigaciones para detenninar la cantidad y el tipo de contaminación que existe en el suelo y en las aguas subterráneas en el Sitio. EI objetivo del presente foIleto es infonnarles acerca de los resultados de dichas investigaciones, las alternativas de limpieza propuestas, y las actividades que se han planificado para tanto la participación del público como la de la comunidad. ANTECEDENTES Y DESCRIPCION DEL SITlO EI Sitio abarca aproximadamente 10 acres de un terreno baldío y cercado, el cual está situado en un sector de la ciudad don de existen locales comerciales y de industria ligera y algunas viviendas. JUsto al sur del terreno se encuentra la instalación ya abandonada de recicIaje Benham and Johnson/Double "D" Metal. Aunque los terrenos se encuentran uno allado del otro, se considera los mismos como dos proyectos separados debido a que las actividades industriales que se desarroIlan en ambos difieren las unas de las otras. DE~ARTMENT OF TOXIC SUBSTANCES CONTROL Plazo para los Comentariosy Revisión delPúblico EI Departamento de Control de Sustancias Tóxicas (DTSC) está solicitando 105 comentarios Ý la revisión acerca del borrador del Plan de Trabajo de Eliminación (RAW) y del borrador de la Declaracióry. de Impacto Negativo. para ,el sitio K&D Salvage Yard ~urante el plazo de 30 días para que el público presente sus comentarios. Plazo para los Comentarios del Público 26 de Febrero del 2003 hasta Marzo 26 del 2003 Sìrvase Enviar sus Comentarios A María Gillette . ProgramadeMitigación de Sitios Departamento de Control deSustancias Tóxicas Cat Center Drive No, 8800 Sacramento, CA 95826 (916) 255~3953 mgillett@dtsc.ca.gov Buzones de Información . Las copias del börrador RAW, de la DeclaÌ'ación de ImpactoNegativo y documentos relacionados con elmismo se encuentran a su disposición para su revisión en: I Biblioteca Pública Holloway-Gonzales E. Brundage Lane No. 506 Bakersfield, CA 93307 805-861 c2083 Yen Departamento de Control de Sustancias Tóxicas Atn,: Bibliotecaria Cal Center Drive No, 8800 Sacramento, Ca (916)255-3758 Desde 1958 hasta 1989, el Sitio fue utilizado para el almacenamiento y el recicIaje de metales. En 1989 sus dueños dejaron abandonado el sitio, Durante los diez años siguientes se utilizó el Sitio como un basurero ilegal y también como albergue utilizado por vagabundos. En Octubre de 1998, DTSC procedió a re~over desperdicios del Sitio, tales como muebles y enseres, para La crisis de energia que enfrenta Caltlornia es un hecho real, Cada Cáliforniano debe lomar medidas ¡nmediataspara I'educ¡r el consun/o de ene/:gia, Para vel' una /ista de cÔmo listed puede reduc¡1' la demanda Y SILl' costos de energia. )'¡site nuestro s¡t¡o enla red ell W,VH: dIsc. CC/. go)', I (1, 0<; t; including lead and zinc, Studies have shown that PCBs can cause cancer in animals and are probable carcinogins (cancer causing) to humans. Exposure to high levels of lead can be harmful to children, causing seizures, unconsciousness, and in some cases, death. In adults, high lead levels can cause increased chance of illness during pregnancy, fertility problems (in men and women), and memory and concentration problems. PROPOSED REMEDIAL ALTERNATIVES Details of sampling and analysis of a site is compiled during the Remedial Investigation (RI) phase, Alternatives on ways to cleanup the site are also. . analyzed during this phase. Once the RI phase is completed, a document known as a draft Removal Action Workplan (RAW) is developed and made available to the public for review and comment. The draft RAW summarizes the information obtained during the RI phase and makes a proposal on how to best cleanup the site. All of the potential cleanup options outlined during the RI phase are evaluated against three general criteria of effectiveness, ease of implementation, and cost. The best remedy is then selected. With these criteria in mind, the following five alternatives were evaluated: . #1) No Further Action This alternative means that nothing would be done to treat, contain, or remove any of the contamination. This alternative was discounted for several reasons, including that it would not reduce the toxicity or volume .of contamination and that it wouldJimit future land. usage. #2) Institutional/Engineering Controls This alternative would involve the placement of a deed restriction on the property that would limit its use. It would also require that the site fencing and signage be maintained continuously. This alternative was not chosen, in part, because it would not be effective in protecting public health over a long period of time. #3) Excavation and Off-site Disposal This alternative invälves excavating contaminated soil and transporting it to an off-site disposal facility, This alternative was not chosen, in part, because although it would essentially achieve the same results as option #5, it would require a greater cost. #4) Stabilization and Offsite Disposal This alternative involves treating the contaminated soil prior to excavating it and transporting it to an off-site disposal facility. This alternative was not chosen, in part, because it would require-a'greater cost than option #5. #5) On-site Disposal and Capping This alternative would involve consolidating the contaminated soil, covering it with an engineered cap (asphalt), and placing a deed restriction on the property. The land use'on the Site would be limited to commercial and industrial uses. CHOSEN REMEDIAL ALTERNATIVE The alternative proposed in the draft RAW is option #5, On-site Disposal and Capping. This proposed alternative is effective in removing the risk and hazard posed by the contamination without adversely affecting on-site workers and off-site residents. The draft RAW and the draft California Environmental Quality Act (CEQA) Negative Declaration will be available for public review and comment during a 30- day public commentpedod. The comment periodjs _ held so that the public's concerns are considered before DTSC makes a final decision to either approve or deny the draft RAW. The Negative Declaration states that the proposed remedy will not negatively impact the environment. Hearinl! Impaired You can obtain additional information by using the California State Relay Service at 1-888-877-5378 (TDD), Ask them to contact Maria Gillette at 916-255-3953 regarding the K&D Salvage Yard site, :>0 poder llevar a cabo un muestreo preliminar de suelos, 10 que ocurrió en el invierno de 1999. Los análisis de muestreo realizados confirmaron que el suelo del Sitio está contaminado con binéfilos policlorinados (PCBs) y metales densos que incluyen plomo y zinc, Los estudios efectuados han demostrado que los PCBs pueden causar cáncer en los animales y son posiblemente carcinógenos (que causan cáncer) a los seres humanos. La exposición a altos niveles de plomo puede ser dañino para los niños, provocando convulsiones (apoplejía), pérdida del conocimiento y en algunos casos, la muerte. En los adultos, los altos niveles de plomo pueden causar un aumento en la probabilidad de contraer enfermedades durante el embarazo, problemas de fertilidad (en hombres y mujeres), y problemas de concentración y retención de memoria. ALTERNATIVAS PROPUESTAS PARA MEDIDAS CORRECTIVAS Los pormenores del muestro y de los. análisis efectuados en un terreno se recopilan durante la etapa denominada Investigación Correctiva (RI), Asimismo, durante esta misma etapa se analizan las alternativas para pro ceder a la limpieza del sitio. Una vez que el RI se haya completado, se prepara un documento denominado borrador RAW, el cual se pone a disposición del público para sus comentarios y estudio. EI borrador RAW resume la información obtenida durante la etapa RI y propone las mejores alternativas para proceder a 1a limpieza del terreno, Todas las posibles alternativas de limpieza indicadas en la etapa RI son evaluadas comparandö tres puntos en general: eficacia, facilidad para su implementación y costo. Entonces, se selecciona la mejor de las medidas correctivas. Considerando 10 anterior, se evaluaron las siguientes cinco alternativas: No.1) No se tomará ninguna acciónfutura Esta alternativa significa que no se tomará ninguna medida para tratar, contener 0 remover nada de la contaminación. Se descartó esta alternativa por varias razones, inc1uyendo el hecho de que no reduciría la toxicidad ni el volumen de contaminación y que limitaría el futuro uso de las tierras, No.2) Controles de 1ngeniería e Institucionales Esta alternativa involucraría la implementación de una restricción en la escritura del bien raíz, la cuallimitaría el uso del mismo. Asimismo, requeriría que se cercara la Avisoa Personas con Problemas Auditivos Q , propiedad y que se mantuvieran letreros en el terreno en forma continua. Se descartó esta altemativa en parte dado que no sería efectiva para proteger la salud pública a largo plazo. No, 3) Excavación y Eliminación Fuera del Sltio Esta opción inc1uye excavar el suelo contaminado y transportarlo a una instalación fuera del sitio. No se escogió esta altemativa ya que aunque básicamente se conseguiría el mismo resultado de la alternativa No.5, su costo sería mucho más alto. No.4) Estabilización y Eliminación Fuera del Sitio Esta alternativa contempla el tratamiento del suelo contaminado previo a su excavación y su transporte a una instalación fuera del sitio. No se escogió esta alternativa ya que su cósto es mucho más alto que la alternativa No.5 No.5) Eliminación y Cubierta Protectora en el Sitio Esta alternativa involucraría consolidar el suelo contaminado, instalar una cap a protectora (asfalto) para posteriormente fijar una restricción en el título de propiedad de la misma. EI uso de la propiedad en el Sitio estaría limitada solamente para el uso industrial y comercial. ALTERNATIVA QUE SE SELECCIONO PARA LA ACCION CORRECTIVA La alternativa propuesta el borrador RAW es la No, 5, Eliminación y Cubierta Protectora en Terrreno. La eficacia de esta alternativa que se prop one es que se eliminará el riesgo que involucra la contaminación sin que afecte a los trabajadores en terreno y alas personas que residen en las afueras del sitio, EI borrador RAW Y el borrador de la Dec1aración de Impacto Negativo conforme al Acta de Calidad Ambiental de California (CEQA) estarán a disposición del público para su estudio y comentarios durante el plazo para los comentarios del público el cual es de 30 días, La finalidad de este último es para que se consideren las inquietudes del público previo a que DTSC tome una decisión fmal para ya sea aprobar 0 denegar el borradorRA W. La Declaración de Impacto Negativo indica que la medida correctiva propuesta no tendrá un imp acto negativo en el medio ambiente, Pueden obtener información adicionalllamando alServicio de Re1evo del Estado de California, 1-888-877-5378' (TDD) Y solicitar que se les comunique con María Gilletteal número 916-255-3953 con respecto al sitio K&D Salvage Yard. Jß ·~ 1 FUTURE ACTIVITIES After the public comment period has ended, DTSC will review all comments received and make a final determination to either accept or deny the RAW and draft Negative Declaration. At the same time DTSC announces the acceptance or denial of the draft RAW, anyone who submitted either verbal or written comments will receive DTSC's Response to Comments document. This document provides all of the comments submitted during the public comment period and DTSC's response to those comments. The Response to Comments will be available in the repositories that have been established for the site. CONTACTS - If you would 1ike addít{onaÏ copies õ(Ùl1s fact sheet or more information concerning the site, please contact: Ms. Maria Gillette Project Manager Site Mitigation Program Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 mgillett@dtsc.ca,gov (916)255-3953 Ms. Heidi Nelson Public Participation Specialist Department of Toxic Substances Control 8800 Cal Center Drive Sacramento, CA 95826 hnelson@dtsc.ca.gov (916)255-3575 MèaiäCöntad Ron Baker . Public Information Officer Department of Toxic Substances Control 100 I I Street Sacramento, CA 94814 rbaker@dtsc.ca.gov (916) 324-3142 GLOSSARY California Environmental Quality Act: The statutory act that requires decision-makers to conduct an evaluation of the environmental impact of proposed projects under their jurisdiction. The Act also requires the department or agency to provide the opportunity for public comment. Draft Negative Declaration: A document issued by the regulatory agency when an initial environmental study reveals no substantial evidence that the proposed project will have any significant effect on the environment. Meets the requirements set forth in the California Environmental Quality Act. ... '-- ~ . ~. ._ -. __T .-. ..... ..-_-, ......':'"--- ~. - ~ - ...... ~- .- , Draft Removal Action Work Plan (draft RAW): A plan in draft form that outlines a specific program leading to cleanup of a contaminated site. Metals: A group of elements that can be toxic at relatively low concentrations. Polvchlorinated Biphenyls: PCBs are mixtures of synthetic organic chemicals and can range from oily liquids to waxy solids. PCBs were used in hundreds of industrial and commercial applications including electrical equipment, plasticizers in paints, plastics and rubber products; in pigments, dyes and carbon less copy paper. PCBs are believed to be carcinogenic'(cancer causing) to humans. -. .... ,,-~ -..--- jÇ:. ACTIVIDADES FUTURAS Después que haya finalizado el plazo para los comentarios del púbIico, DTSC procederá a revisar todos los comentarios recibidos y tomará una determinación fmal de ya sea aceptar 0 no el borrador RAW Y la Declaración de Impacto Negativo, Al mismo tiempo en que DTSC anuncia la aceptación 0 la denegación del borrador RAW, todos aquéllos que hayan presentados sus comentarios ya sea por escrito u oral recibirán el documento titulado Respuesta a los Comentarios de parte de DTSC, el cual indica todos los comentarios presentados durante el plazo de comentarios por parte del público y la respuesta de DTSC a los mismos. Estedocumento estará disponible en los buzones que han sido establecidos para el sitio, PERSONAS CON QUIENES COMUNICARSE Si desea recibir copias adicionales acerca de este folleto -inforinativo 0 alguna otra información con respecto a este sitio, sírvase comunicarse con: Sra. María Gillette Gerente de Proyecto Programa Mitigación de Sitios Departamento de Control de Sustancias Tóxicas Cal Center Drive No. 8800 Sacramento, CA 95826 mgillett@dtsc.ca.gov (916) 255-3953 . Sra. Heidi Nelson Especialista en Participación Pública Departamento de Control de Sustancias Tóxicas Cal Center Drive No, 8800 Sacramento, Ca 95826 hnelson@dtsc.ca.gov (916) 255-3575 Medios Informatives Ron Baker Informacíón al Público Departamento de Control de Sustancias Tóxicas Calle 1 No. 1001 Sacramento, Ca 94814 rbaker@dtsc.ca.gov (916) 324-3142 J .... GLOSARJO Acta de Calidad Ambiental de California: Acta legalla cual requiere que las personas que toman decisiones en proyectos bajo sujurisdicción, efectúen una evaluación del impacto que aquellos propuestos proyectos causarían al medio ambiente, Dicha Acta requiere asimismo que el departamento 0 la agencia a cargo del proyecto dé al público la oportunidad para que éste presente sus respectivos comentarios. Plan de Trabaio de Acción de Eliminación (borrador RAW): Un plan en forma de borrador el cual destaca un programa específico que llevará a la implementación de la limpieza de un sitio contaminado, Metales: Un grupo de elementos que pueden ser tóxicos en concentraciones reIativamente bajas. - Bifenilos Policlorinados (PCBs): son una mezcla de sustancias sinteticas orgánicas químicas que varían de liquídos aceitosos a sólidos como cera. PCBs fueron utilizados en cientos de aplicaciones industriales y comenciales, incluyendo el uso de plastificadores en productos de pinturas, plástico y hule; en pigmentos, tinturas y papel de copias sin carbón. Se cree que los PCBs son cancerígenos (que causan cáncer) al ser humano, ?D .. .' Mailing List Coupon If you have any comments concerning the Former K&D Salvage Yardsite or if you would like to be put on the site specific mailing list, please take a moment to fill out the infonnation below and mail it to Ms, Heidi Nelson, DTSC, 8800 Cal Center Drive, Sacramento, California, 95826. DTSC mailing lists are solely for the purpose of keeping persons infonned ofDTSC activities. Mailing lists are not routinely released to outside parties. However, they are considered public records, and, if requested, may be subject to release, Name: Address: City, State, Zip Code Phone Number: Fax Number: E-Mail: ~--"'--"--'-'-----'--'-"'-"'------------'----""'-----......--...........................--------.-.-....--.....------................._--- ..........--.--.---........-.-..---.........------..---..--......-.---.....---......--.--------.......-...--.-.......---..........---""--- ._._...._...___.____.__............_....__.___..__._.__............___......_......._._.............._....___._.___.....________.____.n.... .................................. .................................................... ................................. .....................................-............................................... ----- ~ -. ------ - -- - ---- - - --~- -------- - ---- Comments/Questions: ---------.--------------------.-.--------.--------..-----------.--------------------.------- .................................--.........» ._..........._.__..........._~...... .....»....................-.........-....- ... ............................- ...........-.......-...-..........-..... ...........~....~..~~......~ ...................-......-......-........ ........-..........._.....~ ..................................-....--.-....... ........~.......__..._..... ......._........~..._......- ...~..._.......~.............. .............-..........-..--...-......-......... .........................................- ..........~...~....~....-...... ... .............................--...-..- ........._._...._........~..~~~.....- ........._.._~....._.._.....~. ........................-...-...-.-.--....-........-.....-...~_...._.........................................__.......-....._........~..._..- ------- . -- -- --- -- - --- --- - ------~-- ~.~ - -- - - -- - --- - _m, _ ___..__ , --I I L\ C.o '-" -;¡, Cupón Lista de Direcciones En el caso que usted de see presentar algún comentario con respecto al Antiguo Sitio K&D Salvage Yard 0 si desea que su nombre se incluya en la lista de direcciones del sitio especítico, tenga la bondad de completar la información que se indica a continuación y envíe la misma a la Sra. Heidi Nelson, DTSC, Cal Center Drive No. 8800, Sacra- mento, California, 95826, Las listas de direcciones de DTSC son de uso exclusivo dè este departamento y su única tinalidad es mantenerlos infonnados acerca de las actividades que desarrolIa DTSC, Estas listas no son divulgadas a terceros, Sin embargo, ya que se considera que son documentos públicos y si así se solicita, podrían estar sujetas a su divulgación. Nombre: Dirección: Ciudad, Estado, Código Postal: Número de Teléfono: Número de FAX: Correo Electrónico: Comentarios/Preguntas: . . . ldJ. ~ . - BAKERSFIELD FIRE DEPARTMENT MEMORANDUM DATE: June 7, 1999 TO: Ron Fraze, Chief FROM: Ralph E. Huey, Director Office of Environmental Services 4 SUBJECT: Hazardous Waste Site at 340 Daniels Lane Ron, This site is the former D & D Auto Dismantler and Metal Recycler and is located adjacent to the former K & D Auto Dismantler which has an address of at 600 S Union. Both the K & D site and the D & D site are state clean-up sites and are being investigated by California Department of Toxic Substance Control (DTSC). Eric Wallberg is the project manager for DTSC and will be conducting a limited site assessment including soil sampling and analysis on both sites this summer. The sites are being handled separately because of funding. The K & D site is a California only site however, the former D & D site is being funded through a federal grant. We met with Eric Wallberg and Heide Hanson on Friday (6-4-99) for an update on both of these contaminated sites. The area was annexed into the city on November 10, 1994. At that time the K & D site had been abandoned however, the D & D site was still operating. There is a third site adjacent to D & D on the east side that is also under investigation. This property is the former K & D Solid Landfill site and is currently under investigation by the Regional Water Quality Control Board and the local implementing agency for solid waste (Kern County). The three sites form a complete boundary along the north side of Daniels Lane from S Union to the end of Daniels Lane and the solid waste landfill extends beyond Daniels Lane to the east, an area of approximately 30 acres. ~e & D site as well as the K & D dismantling site has soil contaminated with lead as well as P 's, PCB's and various hydrocarbon constituents including Benzene, Toluene, Ethyl Benze an Xylenes. A more complete profile ofthe extent ofthe contamination will be completed over the next few months. . Pamela McCarthy's memo, reporting the Prop 65 notification of this site states that "The property is occupied by a resident who has daily visits by a friend with a child..." This occupant has now moved and the site is vacant. Both the former K & D salvage yard and the D & D salvage yard are currently fenced. The gates at the D & D site are not in the best shape however. 'Y~de W~ ~.A0Pe ~ A W~ II /' We will be working with DTSC to attempt to maintain security on these sites. In our meeting Friday the state was interested in conducting public informational meetings with local residents. We will also be working with them to find a suitable location - - - in the area - - - for this meeting. DTSC was not interested in having the meeting at a city government building. Inna Carson has requested that I summarize the status of the contamination at the K & D site as well as the meeting with DTSC. That summary should be completed today, you will of course get a copy. REH/ed cc: K. Blair H. Wines a CallEPA DepaT1ment of Toxic Substances Control 10151 Croydon Way Suite 3 Sacramento. C4 95827-2106 tM I It:e è. - 'P(.r-;I "August 2, 1996 Mr. steve McCally, R.E.H.S. Director Kern County Environmental Health Services Department 2700 M Street, suite 300 Bakersfield, California 93301 II! 1,\ ,-.Ut; ., -v , , ¡J U____ L -.........- --- K & D SALVAGE YARD, 600 SOUTH UNION AVENUE, BAKERSFIELD, CALIFORNIA 95678 Dear Mr. Mccally: The letter you sent to the Department of Toxic substances Control's (DTSC's) Clovis office requesting action on the subject property (Site) was recently referred to DTSC's Sacramento office. DTSC is aware of the nature of the contamination at the site and recommends the next phase of investigation to be completed be a Preliminary Endangerment Assessment (PEA). The PEA will assess the nature and extent of onsite contamination and estimate the potential threat posed to human health and the environment. DTSC does not have a schedule for requiring completion of a PEA at the site and was not aware that access to the site was unrestricted. Until the PEA and any required remediation is completed, it will be necessary to restrict access to the Site. DTSC will be coordinating with your office in the future to conduct a site visit and explore viable alternatives for stabilizing the Site. Recent discussions with Mr. Brian pitts of your office indicate that DTSC's planned activities will satisfy the concerns expressed in your letter. If you have any questions please contact me at (916) 255-3709. sincerely, ~¡;~ Eric J. Garcia site Evaluation Lead Central California Cleanup Operations Branch EG.dm c:\EG47W.076 ~ . Pete Wilson Governor James M. Strock Secretary for Environmental . Protection ." . . .... Primed on Recycled Pepe, STATE OF l.ALlFORNIA - ENVIRONMENTAL PROTECTION AGENCY PETE WilSON, Governor DEPARTMENT OF TOXIC SUBSTANCES CONTROL "'GION 1 151 CROYDON WAY, SUITE 3 SACRAMENTO, CA 95827-2106 (916) 255-3549 _. Miy 20, 1996 I -.~,'" Mr. steve McCalley, Director Kern County Department of Environmental 2700 "M" street Bakersfield, CA 93305 .', " ---- . -----... Hè-a-l-th -------- K & D SALVAGE, 600 SOUTH UNION AVENUE, BAKERSFIELD, CA Dear Mr. McCalley: This letter is to notify you and your Department that the above subject has been assigned to the Central California Cleanup Operations Branch for mitigation. Mr. Eric Garcia will be the project manager overseeing the security, stabilization and mitigation of the site. Mr. Garcia can be reached at (916) 255-3709, Dept. of Toxic Substances Control, Region 1, 10151 Croydon Way, suite 3, Sacramento, CA 95827~2106. If you have any questions or if I can be of further assistance, please call Bruce Butterfield of my staff at (209) 297-3942. Sincerely, (7tl~~/dL Charles A. McLaughlin Chief, Northern California Branch State Regulatory Programs Division cc: See next page ., . . .... Printed on Recycled PStxJf Mr. steve McCalley Page 2 cc: Mr. Brian Pitts Kern County Department of Environmental Health 2700 "M" street Bakersfield, CA 93305 Mr. Robert Taylor Regional Water Quality Control Board Central Valley Region 3614 E. Ashlan Ave. Fresno, CA 93726 Mr. Eric Garcia Department of Toxic Substances Control Central California Cleanup Operations Branch 10151 Croydon Way, suite 3 Sacramento, CA 95827-2106 Ms. . Astrid Johnson Department of Toxic Substances Control 1515 Tollhouse Road Clovis, CA 93611 Mr. James Tjosvold Department of Toxic Substances Control Central California Cleanup Operations Branch 10151 Croydon Way, suite 3 Sacramento, CA 95827-2106 Hollowell met me at the site on March 6, 1996. He directed me to an area between the RR tracks and Madison Street. I saw piles of dirt ,that appeared similar to the piles of dirt in Hollowell's yard. Hollowell said that the piles were much larger last summer and that people commonly pulled their trucks into the field and took dirt. The piles of dirt on Daniels property that Hollowell claims to be the source of the dirt that he took appears to have been dumped onto Daniels property. The presence of hydrocarbons in the dirt indicates that it is from another source. The dirt is similar to but may not be part of the K&D Salvage operation. On March 8, 1996 I spoke with Daniel's consultant, Bob Crewdson, and advised him of the investigation. He said that he would advise the Daniels and would forward analytical data to me from a SWAT assessment. To date this data has not been received. Status To Date 1. John Hovannisian (owner of the property at 1906 Filson) has not been contacted. 2. Daniels (owner of the property suspected of being the source of the contaminated dirt) has not been directly contacted. His consultant has been advised of the situation and said that he will relay it to his client. He added that Daniels is eighty-five years old and in failing health. 3. The field where the dirt is reputed to have come from has been inspected but not sampled. 4. RWQCB has been notified and advised of this Department' s concern's. 5. CALEPA-DTSC has been notified and advised of this Department's concern's. 6. Prop. 65 form has been filed. Complications 1. Hollowell has no money for clean-up. 2. Hollowell's neighbor at 1904 Filson Street, Paul Saunders, is coincidentally under an abatement order from the Integrated Waste Management Board for operating an illegal tire recycling facility. Saunders has made threats to kill a building inspector and anyone else that he perceives to be causing him legal problems. We have been advised that a warrant has been issued for Sander's arrest. Issues 1. A public health threat from contaminated soil exists at Hollowell's yard. The same soil appears to be located in an open field west of Madison Street on property owned by Daniels. However the dirt may not have ultimately originated at the Daniels property. 2. This investigation revealed that an assessment to determine if hazardous waste occurs at the K&D Salvage (west) yard is lacking. A public health threat may exist at K&D Salvage yard. The yard is in a residential neighborhood and open to unrestricted access. Part of it is recognized to be a threat and has been fenced. However, large areas are open to public access and may pose a threat to the health of the residents in the area. cc: complain\Hollo.mem March 25, 1996 ENVIRONMENTAL HEALTH SERVICES DEPARTMENT STEVE McCALLEY, R.E.H.S., Director 2700"M" STREET, SUITE300 BAKERSFIELD, CA 93301 10ne: (805) 862-8700 . AX:(805)862-8701 Ifl'!~\'\/~';~'í.~"""-, 0:::t) -'" ()!-("-':'\ \\\"" """,,~~,/II" RESOURCE MANAGEMENT AGENCY DA VlD PRICE III, RMA DIRECTOR Engineering" Survey Services Department Environmental Health Services Department PlannIng Department Roads Department NARRATION FOR A COMPLAINT INVESTIGATION WORK ORDER: 5918 TRACKING #: 96- DATE OF INCIDENT: 02-07-96 DATE OF NARRATION: 02-08-96 (updated as needed) NARRATION BY: Brian Pitts (KCEHSD) RESPONDERS: Brian Pitts Dan Starkey COMPLAINANT: l. 2 . confidential Kern County Waste Management Dept. COMPLAINT: Hollowell is scavenging metal from contaminated dirt and dumping the dirt in the landfill. LOCATION: Charles Hollowell residence 1906 Filson Street Bakersfield, CA 93307 805-831-1065 Prop. OWner: John Hovannisian 500 Mooney Boulevard Tulare, CA 93274 (owner listed for the property at 1906 Filson) MATERIAL: Dirt contaminated with unknown material. Analytical results from one composite sample indicate that the dirt has hazardous levels of copper, lead and PCB. Other metals are elevated including mercury. The dirt has contamination from hydrocarbons. RESPONSIBLE PARTY: 1. Charles Hollowell 1906 Filson Street Bakersfield, CA 93307 805-831-1065 SUSPECT: NA CONTACTS: 1. Charles Hollowell NARRATION: 02-08-96 At approximately 930 Dan Starkey and I drove to Filson and met Hollowell. We identified ourselves and explained the complaint to him. His yard is a residential sized yard in a residential arèa. I saw a backhoe and other equipment consistent with light construction. Three piles of dirt could be seen from the street. They appeared oily and dark. It was difficult to tell because recent rains got everything in the yard wet. When we entered the yard to speak with Hollowell we could smell a distinct odor similar to oil or petroleum. A screen was set on the east side of the yard and it appeared that, they had been dumping soil through the screen. Three other men were milling around the yard watching us. Hollowell told us the following in summary: He had some spare time and wanted to make extra money. He has seen scrap metal in the dirt at the old K&D Salvage yard. He went to the old K&D Salvage yard near the intersection of South Union Avenue and Daniels Street and took dirt off of the vacant lot. He took the dirt to the Filson Street yard and has been pouring it through screens to remove scrap metal. He sells some of the metal to recyclers and some of the material he scavenges he takes and sells at the swapmeet. When they accumulate enough dirt they take it to the landfill and dump it. I told him that part of our concern was prompted by a complaint from one of the landfills that they might be trying to take contaminated dirt to the landfill. I explained that the landfills cannot take contaminated dirt and that he might get in trouble if he tried. Hollowell then said that he has never taken dirt to any landfill. After further questioning he admitted that he has never received permission from the property owner to take the dirt. He said that he figured that it was "ok" because he has seen others take dirt from the yard. He also wanted to clarify his earlier statement about where the dirt came from. He said that they loaded it from the east side of the lot at a location near RR tracks west of Madison and north of Belle Terrace. I asked for and received permission to collect soil samples for analyses. I donned appropriate protective equipment and collected samples as follows: Filson #1 Sampled from the southern-most soil pile in the yard. Sample is a composite of dirt from two points dug approximately three inches into the pile. One point was near the upper third of the pile on the south site and the other was from a similar location on the east side of the pile. Photographed. Filson #2 Composite sample of dirt from two piles. One part of the sample is from dirt under the shaker (screen). The other part is from the low pile on the north end of the yard. Photographed. We told Hollowell that the analyses should take about two weeks and that we would call him with the results. He said that he would not do anything with the soil until we advised him. We left ar approximately 1030 and drove to the K&D yard. The dirt in the yard was similar in appearance to the dirt in Hollowell's yard. We took the samples to BC Laboratories for analyses. I briefed Canas on the case when we returned to the office. 02-15-96 Received analytical from BC Labs. and lead with elevated levels Advised Canas. Soil tested hazardous for copper for mercury, nickel and zinc. 02-16-96 Called DTSC and left a message with Fujitsubo requesting information on K&D Salvage. Spoke with O'Rullian about the site. He informed me that the case is being handled by the RWQCB and he directed me to Dianne Wilson. She had their file and loaned it to me to read. I discovered that the contact at the RWQCB is Scott Moore. I called his number and left a message for him to call me. Canas wanted to see the site. We drove to Hollowell's house on Filson in eh afternoon. The gate was locked and no one was home. 02-20-96 " Drove to Filson and met Hollowell. Hollowell described the location where he took the dirt from. He described it as a location west of Madison Street, north of Belle Terrace and south of where the RR crosses Madison. He said it was from an area east of the large fenced area in the field. He was not sure of the exact location and directed me to circle two areas on a map that I had with me. I asked him to go with me to the site and show me the exact location. He said that he was too busy at the time and said that he would at a later time. I told him that the initial analytical results indicate that the soil is hazardous for copper and lead and that other metals were elevated. I told him to keep people, especially children away from the dirt. He said that he would. Hollowell said that the dirt has been in the yard since last summer and he was not concerned about having ita while longer. 02-22-96 I called Scott Moore. interest in the case. I explained the case and told him about my I faxed analytical results to him. I received a call from Bob Turner of the RWQCB ((209) 445-6185). He said that he was interested in the case because of a pending SWAT. I explained the situation to him. He said that the DTSC was interested in the site and suggested that I call Claudia Johansen or Bruce Butterfield. I called Hollowell to try to set up an appointment to meet me at the site. Dan Starkey informed me that he heard that a neighbor of Hollowell, Paul Saunders, threatened to kill someone from the Solid Waste Department. That Department, coincidentally, has an enforcement action with the IWMB against Saunders. 02-23-96 I called Bruce Butterfield and left a message requesting that he call me. I received analytical r.esults that showed hazardous levels of metals and PCB. I called and spoke with Hollowell. He was unable to meet with me today and said that he would meet with me early next week. I asked him to again describe the site where he got the dirt. He reiterated his earlier description and upon questioning insisted that he took it from the lot west of Madison, south of where the,RR tracks cross Madison. I asked him if he remembers seeing the large fenced area in the field described. He said "yes" and said that he did not go into the fenced area. He said that the dirt piles are now overgrown with grass, but he is confident that he could relocate the spot. I told him about the analytical results. 02-29-96 George Evans told me that Paul Sanders, Hollowell's next door neighbor, been threatening to kill one of the Department's building inspectors and anyone else from the Department that crosses him. Apparently a warrant has been issued for Sanders for making terrorist threats. He wanted to advise me so that I would be careful if I was in the neighborhood. I asked Evans to send a copy of Sanders' "mug shot" when they arrest him. I called and spoke with Butterfield. He said that he was familiar with the KD Salvage yard and described it as very contaminated. He was not su~e what the status of the case ié or which agency had l.ead status. We discussed disposal options for the soil at Hollowell's yard. He expressed a possibility that the state may pay for emergency clean-up to get the hazardous waste out of the neighborhood. Butterfield said that my supervisor would need to make the request. I told him that an additional concern was that the residents in the area have unrestricted access to an area contaminated with hazardous waste. He said that he noted that scavengers were in the area when he inspected it several years ago, and was unsure why his Department did not act at that time. I noted that Hollowell hadn't called me. and had no answer. I called his residence 03-01-96 I concluded the primary portion of my investigation and issued "Prop. 65" notifications. 03-04-96 I called and left a message for Hollowell to call me. 03-06-96 Hollowell called at approximately 0810. He said that he could meet with me at the site now. I left the office and met with Hollowell and another man. We walked into the field and they directed me to where they took the dirt from. I saw dirt piles that appeared very similar to the dirt in Hollowell's yard. I photographed the dirt and discussed the situation with the two men. Hollowell agreed to leave the dirt in his yard alone until I advise him. Both said that they were sorry for any trouble that has been caused and said that they do not want to go to jail over this. I told them that I had no intention of putting them in jail. Both said that they were poor and could not pay any fines. They said that they have to dig through dirt to get scrap metal and that they are worried sick over this problem. They told me that the dirt piles used to be much bigger and that "lots of people" have been hauling it off over the months. 03-08-96 I called and spoke with Crewdson. I explained the sequence of events to him that prompted my interest in the Daniels site. He gave his perspective on the development of the case and made a case that Butterfield's samples were "worthless" because bits of metal are to be expected at a scrap yard and that their presence did not make the soil hazardous. He said that he had some SWAT material that he would forward to me and advise the Daniels of my investigation. 03-18-96 I called Robert Turner (RWQCB) and left a message requesting information on the status of the order from RWQCB to Daniels dated November 1990 that requires Daniels to characterize the possible hazardous waste at the site. This order appears to have been prompted by the sampling by Butterfield. I called Butterfield and left a message requesting information on the DTSC precedents for classifying soils at recyclers. Specifically, what precautions are taken to ensure that high levels of metals dó not actually reflect pieces of wire, or lead weights, etc. that would not normally classify as hazardous. 03-21-96 Butterfield called back and he said that he does not know of any specific cases of legal precedent regarding sampling and analyses at recyclers. 03-25-96 I called and spoke with Bob Turner (RWQCB) about the directive from the RWQCB to Daniels that appears to require an assessment of the western portion of the Daniel's property prompted by the samples collected by Butterfield. He said that at the time they thought that the samples collected by Butterfield were from the eastern portion of the yard. He said that they did not actually know where they were collected. The letter directs the Daniels to assess the area that is currently fenced and no other area. Turner said that they have no intention of requiring an assessment of any other area and that was under the purview of "toxic's." 03-27-96 Joe Canas called the DTSC site mitigation branch and spoke with Ivan Rodriguez to attempt to acquire funding for clean-up. Rodriguez discussed the case with his staff and agreed to fund the clean-up. 03-28-96 Dan Starkey and I went to the lot and collected composite samples from each of four contaminated piles of dirt. I then composited samples from piles 1 and 2 into one samples and samples from piles 3 and 4 into another. I transported the composite samples from 1 piles 1/2 and 3/4 to Zalco labs to have them analyzed for PCB. I did this to verify that the soil piles were from the same waste stream as the dirt in Hollowell's yard. PCB is a relatively quick test and a positive result would support Hollowell's claim that it is the same dirt. Rodriguez said that they hired KES and that Charlie Heard is the contact. I met Heard at Hollowell's house for a "job walk." We then went to the open lot and he examined the additional dirt. Heard said that they planned to begin at 0900 the next morning. 03-29-96 I met Heard and his crew at 0900. It became apparent that additional roll-off bins would be necessary for the job. ~his was because the contractor cannot fill a bin to capacity because of vehicle code weight restrictions. Additionally, the dirt looses compaction and "fluffs" when it is moved. Heard and Canas relayed the situation to Rodriguez and received additional funding to cover the cost overruns. The job was finished at 1615. Complaint\Hollowell - April 11, 1996 KD Salvage Chronology 06-12-72 RWQCB issued an Ind~strial Waste Discharge Requirements to K&D Salvage Company. The disposal point appears to be a large pit on the east side of the property, near Madison. 1977 Site appears to have closed. Apparently, the western portion of the facility was used as i scrap yard and a large pit on the eastern portion was used as a solid waste disposal facility. 07-28-77 K&D Salvage at 600 South Union Avenue was issued a solid waste facilities permit. Permit states that the facility accepts "commercial solid wastes," and" shredded material from automobiles and Dirt." Owners are listed as Robert I .and Sol B Daniels. 12-26-84 Clair Binder of the KCEHSD sampled three unspecified areas at K&D Salvage. Analytical results indicated that the samples are hazardous for metals. 04-22-87 RWQCB determines that the Toxic Pits Cleanup Act (TPCA) applies to the site. 06-22-87 RWQCB reevaluated the site and determined that the site is not subject to the TPCA. However, the RWQCB is concerned that the site may pose a threat to water quality. 11-19-90 RWQCB issues an order requiring a site assessment. 02-19-90' Don Ferguson (KCEHSD) inspects the site. 08-15-90 Bruce Butterfield, CALEPA-DTSC, inspected the western side of the K&D Salvage yard due to a complaint. He collected'two composite samples and had them analyzed for metals. The analyses indicated that they had hazardous levels of copper, lead, and zinc. DTSC notified the RWQCB. 11-19-90 RWQCB directs the Daniels' to submit a workplan to assess the lateral and vertical extent of metal contamination at the site. This order appears to have been prompted by samples collected by Butterfield on 8-15-90. 03-06-92 RWQCB inspected the site and found it in compliance with the WDR. 12-06-93 Conditional Use Permit was issued to reopen part of the site for continued recycling. Bakersfield City recommended against issuance. 01-18-94 RWQCB memorandum accepts portions of K&D Salvage's SWAT report and requires additional work in specified areas. 04-13-95 RWQCB sent a letter to Roberta Daniels requiring a complete SWAT report. Summer 95 Hollowell claims that he removed soil from Daniels property sometime during the summer of 1995. 06-21-95 Bob Crewdson, consultant for K&D Salvage, met with the RWQCB to discuss requirements for completion of the SWAT. 02-08-96 Starkey and Pitts inspect and sample soil at 1906 Filson Street. The responsible party, Charles Hollowell, admitted taking the soil from piles at the K&D Salvage yard near Madison Street. 02-15-96 Analytical results indicated the soil has hazardous levels of copper, lead, and PCB's. Partial Summary of Analytical Results Showing Hazardous Levels (All in PPM) KCCB 10 KCCB 11 KCCB 12 KDOOl KD002 Filson 2 Regulatory 12-26-84 12-26-84 12-26-84 08-15-90 08-15-90 02-13-96 Threshold "Metals "Metals Method TTLC - Metals Scan" Scan" 6010 Copper 4,500 5,080 6,250 2,580 4,430 33,800 2,500 Lead 1,450 1,370 1,040 5,170 4,740 4,670 1,000 Mercury NA NA NA NA NA 14 20 Zinc 4,400 45,200 360,000 19,700 17,800 2,510 5,000 ; Nickel 222 1,160 6,250 565 818 439 2,000 PCB NA NA NA NA NA 120 50 TRPH NA NA NA NA NA 41,000 - - -- Pitts/complain/hollo3 Notes on samples: KD001 Composite surface soil sample collected by Bruce Butterfield (CALEPA-DTSC) during a complaint inspection in 1990. Composite area is near and east of a concrete pad on the west end of the property (see map for approximate location) . KD002 Composite surface soil sample collected by Bruce Butterfield (CALEPA-DTSC) during a complaint inspection in 1990. Composite area is near an "old shredder area" in the western portion of the K&D Salvage Yard (see map for approximate location). Filson 2 Composite surface soil sample collected by Brian Pitts (KCEHSD) during a complaint inspection in 1996. The sample is from soil piles found at 1906 Filson Street. The soil is reputed to have come from the K&D Salvage Yard near Madison Street; east of the fenced area (see map for approximate location) . KCCB 10 Soil sample collected by Claire Binder (KCEHSD) in 1984. File notes describe the sample as a "soil sample taken from discarded soil in pit." KCCB 11 Soil sample collected by Claire Binder (KCEHSD) in 1984. File notes describe the sample as a "soil sample taken from covered pit." KCCB 12 Sample collected by Claire Binder (KCEHSD) in 1984. File notes describe the sample as a "solid sample of solid chunks from open pit." complain \Hollo2 March 8, 1996 J ~'" .,"" ",,,,I \'.\,\,C'¡'Ð f\'J\'.'CY f ( fI^Z/dIUOLJS MAl ~dlAlS :;/,f\·,"U. ^,,u,L y~,,:; II/. OUt:... I.· I'."'"'' lit "e 'h .'I\h '0 "1 Wit " -- I.: '.!'9N___ 'J SIN œ;> '?- IflAl Nu..._ ____ 10 --- -_. -. ---- . -.__"7_:,-,,'"I:I..&.'&.:;..a~' ~ ~-.......~ .- -_0-=.i.:_... D.He Sampled /c:)- ¿l! - .I 'oj! fa 1,?~ S ··f Time o Super 0 Olher 0 RCRA f/v Hour, OPT Code [IÐ lÍorcemellt ¢ ASP 'S-SAC 0 NCS-SAC : SAMPLING: I l- H,A ht )?/2 / II c;- o H,W. Property r.J NCS-FRE:SNO o SCS-LA o NCCS--BERK \ {. í/),,- /-tAn" I>J,n pS",¡ ~e , /3 -4 KC:::-.r~ ,c:;/C=;.L 0 Slr"el Tel. No Number Collector's Sample No. , Type Of Sample· J" -KeJ2.ßäl-52- \.s:.c) It' ~ j[{J./'- B 0 / / .::::::.-.0 £ ~ J .!}¿1r?(J0'/~ -S:.ó¿./O City Zip / !- , FIELD INFORMATION S.4 /1"1 {)t:. ~ '7Ã/~,.J P/Zo/Ý1 £}/S"Cc.~/'--ÆO SC'...¿. //.J ,Ð'T , ~~- "T.:ll";s.::L/L/o,,: A!. ";,,,,, (? ~ t.S-r.!.~":::-O ,.0/ r <:"ð-.....n"r-_· ,....,,= S"), /1~ I~"--- -......, ~/I.-~jA.-P". ""r'=L~..... ., -.-/LJ CrrV/o:y"\,-.J .r-,,~~ft'? .~ ", '- / . /6 t:-L U'7"~ /1) ~ ested: ·HGA t/' /)'7&-7",4 L.s r; ///!n./A/ /"&.1' , / . po ., .~ ~ ùoy: 4;'~"') 64<¿~ A Slgn.~ . ~~~d;:¡ I. !.!l gnajuf '<'"8-¡~t,t. ( / ~:x // )) Slgn.lure 1-. J""'- ....~..., ,,~-..,-{) '--ŒilurD_ C) rks ~- ~. '---'" \ o HML 0 SCDL 0 LBL ~...;-~ r-'_r-A:-^.r' ~ ,[)ORA TORY SECTION Jlion: uircd L 8U~?'Z'47.p;M?d~ ké-(-¡;C Tille r CUH.-S Tille (A! N~ 'l." T tile' Ú1 /YÎ~ .<:5 Tlllo . ~,.,.::::-- Lt -:'{'-~;"""'.( /, ' Qlf ~úJ - -" :J¡:~/t~_ - , J~ Inclu.lvD DUe U- ~ ß\- r<¡J"1 DAte, )-1 j_ ^ \ I=- , )--f(- , I ,- (e,g., dup~ID ..mpID given 10 compAny, etc:.) =-=-.... Title Q \{ c_ Date Date \--\ \-'0~- - LL..) -- o Other ~/\~\ ~ ~~.... C>.:l!},. ~----,.....-_..-----------_.....-....... -" --- I, I .. .. ~ (, ¡It. , ,.. .'=~-':':"="~'::'_- - ---.-- . ---. ~~-.:-:::.~~.~..~ ..;...;;;-:---.=-~_. : .~_--=-z T.in - !n(f)I!CIOr -""ç...:-r~" f""\.. r::r... . -, .' '\ <. ') \<.1. .,-\:..~_- "- WiL II A I '-{ C( S- "¡-O A 1'1 'f'r ~CG ßo 10 Collector's Sample # +0 ~('('ße'/'2_ Acti vi ty AS. P Date Recei ved I fill Bs ",I ¡ ,¡ I' I>. !',I..llI"~lll ut II.... ¡. II S....,( .., 1I.¡':'.Jnjuus M.J tl.:1" 1.1 1 ~ l..1bur.H ur,? Sect iun LABORAT1RY REPORT FOR TOTAL METAL ANALYSIS :o,.'s Name C., ß i lv' ,::.. r= ~ Locat i on ji J llfl11L{ Dr? tL,l~ DUt-.{ f'..;/ ~ ~. rtl 11 ¡ Itr IV( Bn I.:.f./5 FI0 Lf) C:~n-- j , ical Samples are digested wit~ concentrated nitric acid over a hot Jre; samples are filtered and made to lOOrnL with 5~ nitric acid in water. Metal analysis of the digest is by ICPAES. Results are or's 1/ Sample ~ " " ~ " " " f 11 " ~I 11 ,¡ ,! 11 '1 " " 11 " " " " ~ ~ l' " 11 ~ 11 ~I 11 11 11 ~ 11 ~ ,. 11 " 11 11 .~ " l' " 11 .~. 11 . 11 ., 11 '1 11 11 11 " " '1 " " " 11 " 'í'" rL ct.; 1 11 l' l' , " \, l' ,. " ,. ,. 11 ,. l' " " '1 11 ,. " 11 11 11 " l' " l' ~ 11 \I " ;ned er 11' " "0/6 11 ~I - " " ::'ò l, '1 '1 " 'I ¡),Ù~ 11 1¡ 4J 11 '1 11 11 11 11 11 11 11 rllC urn 11 i urn iurn ìt nium ~r ium ¡um um , J..r-,t1. i ß, ~ ~ Signature I ¡¡-:rIa> 'Date .:> gnature plate. The digested distilled deionized reported a s .!!.!).i!J.. 11 11 " l' " " \I 11 11 ~ ~ 11 " l' 11, 11 \1 ~ 11 " ~ 11 " " 11 11 " \I 11 11 11 11 ~ 11 11 11 11 11 ,¡ 11 " 11 11 11 11 1/ l' 11 'I '1 ~I " 11 11 ~ " 11 l' ~ 11 " 11 11 11 11 11 11 \I ,. " 11 '1 " 11 , \I " 11 . " 11 " 11 ~ '1 ~ " " 11 11 11 " " 1-/7.f5 Date " 11 11 , " ~. t.: " 11 11 11 " 11 11- 1J 11- , 11 1J~ 11"; 11 .: - ~ 11 \I 11 11 11 ~ 11 11 11 11 ,¡- 11 1!1I ;,ld'd '6\ V.l t - "ial!> L.'1bol'aiol'Y -ç~ \~ 'ì ' v - . /1. /'/11"7 LADORA'J"ORY REPORT Priority PollutAnts--Base-Ncutrals (! b, ljJ/1) Date Received .{ 1/ ((< Jr's Name I 'by Laboratory . ea. tion /}v, : /ll n .10< /./Yf1 1. J ~ Collector's Sa.mp~e # ffW/)"'OI û ÞÝ1 ke f)J.tJ!(J (J 1/ .. /{¿t./5 0 I~ Afy; ¡; /v1 ""'A H r; ¡fA ,,- ' . , /I 'H' '7l, ;al.Procedure: 'LL/Y YI . .: id;¡:(l(' --rrï/1 J. 1M/- ~ Á- cA~ -- r !hi; ~ lfJ. '7./' {j...f ~I /J /í1J "vi ~L., 'L /J--IL .IF" ~ tl.h,i1{1(JAu LJ~ d 1 .::::nn( J (;{!. ,1> Concentra.tion Uni t5: ¡solids: - UR 1ft: (j I \JF,/L / rr Licuids: 11 ;/ / / /î _C::: V!-/l/q(,., ~/t/ 9'1 I "I' ï 7_ Detection Jr' 5 SEUD'Ple # IkCèP. /)/0 ~~~ðIJ I~," 1') (,)~:7 Limi t - - - ¡Q ui. .:hloro-ethyl) ether -. - villi - ;1....) l~ 'a 11orobenzene - - - . 10 () Õ , :-Ùoroberizene - - 10 - --- -.. llorobenzene - - :--- 10 .:hloro-iso'Pro'Oyl} ether . . -'. - - -, - - Jroethane 50di-n-'Pro'Pylamine - - - - - :1zene . , - - ne - h' )ethoxy)methane - - - - richlorobenzene - - - lene -- - - -- ona'Phthalene - - - . thyl ene ..~. - - I - - - - ~ -1 'Phthalate - -,i trotoluene - - - . . thene - - - - :i treteluene ---. - - '-e - - - butadiene - . - -- .ore -o-nhenvl 'Phenvl ether ~ - - ''Phenvl 'Phenyl ether -. - - .oro cyclopentadicne - - - . . -- I,. _crobel"zene - - J I ~~ ( to a..., . ~ ~ (-) = Net detected (ble.nk) "" Uot determined ,e Continued. on page 2 I; ~' .'. ,'~- '- ." ¡' J I'~ -- /', .'/ ~·~r- / ,1:- ,- ~,~ _" ./'._ .J",_ tt-1//.I',/ r' ,<..." t '''''r- '.,.'" ----" . . 3 2 -; -- 9' 0 ( t- CALÏFORNtA DEPARTMENT OF HEALTH SERVICES HAZARDOUS MATERIALS LABORATORY 2151 aERk£LEY WAY. BERKELEY, CA,94704 PHONE: (415)540-3003 LABORATORY REPORT FOR TOTAL METAL ANALYSIS HHLR.'1 ffl ~ ~ ¡?>ttJ HMl R ,<1 d2lr,l ð ¡~ ,,, . , , 'I COLLECTOR'S NAME: BUTTERFIELD. SAMPLE LOCATION : K & D SALVAGE BAKERSFIELD COLLECTOR'S SAM~lE NO. k & D 001 ACTtVITY : ENFORCEMENt DATE COLLECTED: e/15/S0 DATE RECEIVED: ä/22/90 ANALYTICAL PROCEDURE = ËPA-S~ 848 SAMPLES ARE DIGESTED WITH 1:1 HN03 (AND 301. H202, AND 1:1 HCL IF APPLICABLE) OVER Po HOT PLATE. THE DIGESTATES ARE FILTERED fiND HADE TO FINAL VOLUME ~ITH DEIONIZED H20. METAL ANALYSIS OF THE DIGEST IS BY ICPAES. RESULTS ARE REPORTED AS HG/KG; f1EtHOD: 3050 FOR SOLIDS; 3010 FOR lIQUIDS; 3005 FOR CLEAN ~AT£R HML NUI'IBER . 800433 900434 . CbllEtt SAHp t: KDo01 KD002 SAI'IPLE tYPE SOIL SOIL AS-ARSEN1C 37.2 < ä.o SÁ-BAR1UM 2010 USO SE-BERYLUUI't 0.24 0.31 CD-CADMIUM 48.4 52.4 CO-COBALT 32.4 21.ê CR-CHROMIUM 161 118 CU-COPPER 2580 r/ 4430 ~ HO-MOLYBDENUM 12.9 S.B! Nt-NICKEL 565 818 PB-LEAD 5170 V 4740 V SE-SELEN!UM < 8,0 < 8,0 TL-THALLIUM < 8.1 < 8.1 I) -VANADIUH 24.3 25.7 2N-ZINC '8400 V *' 15300 ~ Y 4.28 3.58 NOTE: < = BELOW DETECTION LIMIT OF tNSTRUMENT (+++)=NOT DETERHINEU ~y ICP ~4:~_cal~~;211;y of ~~~/1~~__b_:_ tO~~;11 7a~ALYST'5 SIGNATURE DATE MILAD S. ISKANDER, SUPERVISOR DATE v ~ ([ C4') 1/ vl&'~ ~ t,6.v) 1/rJ,,/70 . cöttÈc-rdi~, t S NAMg ~ BUTTERFIEtD rDCAT!ON: t{ AND D SALVAGE 600 S. UNION. BAKERSFIELD . .>'.... ,¡t:, "', "-:fU',);~', ,,,,"': -- .. ~ ,t·-:-... : . .:~, . ..,';;-", : . ,. .,.,',~,_~","':''':''f.~~,~~.~I¡;,.:,'f: ., ':l;~:-' ,"~. 7.'}·' , .,~.;;,\,t -, ';~^ ~J: " ... 'J" , . '. ~ . ;¡¡.: cAttFOtUUA bEPAA'1'MÈMf ð, tI~ALfÛ~¡~ftV'f~~§^;~t :~;',f' ItAZÄRDoUS MATÈttíAt§ L!M6ftA'f~~Y>,~~ð'ff,~ft ,:t LABoRATO~'l 1tËtJtl\rtrð~~Ü!;ti'f~~~ ~~.~ "" . ~" , ,,< .~~~.'.; ~~p:.; ,t}:~+:':., :;. : ..-:tj: eoLfÆelfð'ft' ~ f ,. {"~ßððL:' , . ---'liB! .J(ðOtl2, ,- AtTíVí~~! !NröftetM~Nf . . - ANALYTICAL PROCEDURE: The samples are digested with HMo3. Ü202, artd Mel bVät a ho~ plate. The digested sám~l~s áre filterêd ähð màdé to 100 ml with 5% HN03 irt distil1ed deldtli~ed Wäter. Results are reported às Mg/k~. Ref. ÈPÁ Method 3050. o. C./ Metal analysis of the di~ests is by FÂAS. HML NUMBER 900433 900434 COßLECT No. KD 001 1<0 002 SAMPLE TYPE SOIL SOIL Z:ENC (ZN) 19;700 17;800 .}.,.:.:~ ."..~: ." SIGNATURES: 9~d~ ~ ///~~ Date 1/14/71' S'¿t · LABORATORIES Page 1 TOTAL CONCENTRATIONS (California Code of Regulations, Title 22, Section 66261) KERN COUNTY ENVIRONMENTAL HEALTH DEPT. 2700 M STREET, STE 300 BAKERSFIELD, CA 93301 Attn: BRIAN PITTS 862-8700 Date Reported: 02/13/96 Date Received: 02/07/96 Laboratory No.: 96-01531-2 Sample Description: FILSEN #2 SAMPLED BY BRIAN PITIS Sampling Date/Time: 02/07/96 @ 10:30AM Title 22 Waste Type: Type i: Millable Solid - No Free Liquid Regulatory Criteria Method STLC TTLC, Constituents Sample Results Units P.O.L. Method mq/L mq/kq Antimony None Detected mg/kg 25. SW-6010 15. 500. Arsenic 14. mg/kg 2.5 SW-6010 5.0 500. Barium 523. mg/kg 2.5 SW-6010 100. 10000. Beryllium None Detected mg/kg 2.5 SW-6010 0.75 75. Cadmium 7.0 mg/kg 2.5 SW-6010 1.0 "'~;i þO-:- Chromium 236. mg/kg 2.5 SW-6010 560. 2S00~ Cobalt None Detected mg/kg 12.5 SW-6010 80. 8000. Copper 33800. mg/kg 2.5 SW-6010 25. 2500. Lead 4670. mg/kg 12.5 SW-6010 5.0 1000. Mercury 14. mg/kg 2.0 SW - 7471 0.2 20. Molybdenum 23. mg/kg 12.5 SW-6010 350. 3500. '~~,-.-;-< ~,-'" '..' Nickel 439. mg/kg 12.5 SW-6010 20. '2000. Selenium None Detected mg/kg 2.5 SW-6010 1.0 100. Silver 11. 'mg/kg 5.0 SW-6010 5.0 500. Thallium None Detected mg/kg 25. SW-6010 7.0 700. Vanadium 48. mg/kg 2.5 SW-6010 24. 2400. Zinc 2510. mg/kg 12.5 SW-6010 250. 5000. Comment: All above constituents are reported on an as received (wet) sample basis. Results reported represent totals (TILC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte quantifiable based on sample size used and analytical technique employed) . STLC Soluble Threshold Limit Concentration TTLC Total Threshold Limit Concentration REFERENCES: SW = "Test Methods for Evaluating Solid Wastes Physical/Chemical Methods", EPA-SW-846, September, 1986. r" ~7~ Dan Schultz Laboratory Director -- All results listed in this report are for the exclusive use of the submitting party, BC Laboratories, Inc, assumes no responsibility for repo!t .lteratlon, separation, detachment or third party Interpretation, 4100 Atlas Ct. . Bakersfield, CA 93308· [805) 327-4911 . FAX [805) 327-191 8 · LABORATORIES Page 1 Total Petroleum Hydrocarbons KERN COUNTY ENVIRONMENTAL HEALTH DEPT. 2700 M STREET, STE 300 BAKERSFIELD, CA 93301 Attn: BRIAN PITTS 862-8700 Date Reported: 02/13/96 Date Received: 02/07/96 Laboratory No.: 96-01531-2 Sample Description: FILSEN #2 SAMPLED BY BRIAN PITTS Sampling Date/Time: 02/07/96 @ 10:30AM Constituents Sample Results Units Method P.O.L. Method Total Recoverable Petroleum Hydrocarbons 43000. mg/kg 10000. EPA-418.1 Note: PQL's were raised due to high concentration of target analytes requiring sample dilution. California D.O.H.S. Cert. #1186 ~~ Stuart G. Buttram Department Supervisor All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc, assumes no responsibility for repon IIIenItlon, separation, detachment or third party interpretation. 4100 Atlas Ct. . Bakersfield, CA 83308 . (805J 327-4811 . FAX (805J 327-1 91 8 · LABORATORIES Page 1 PCB Analysis (EPA Method 8080) KERN COUNTY ENVIRONMENTAL HEALTH DEPT. 2700 M STREET, STE 300 BAKERSFIELD, CA 93301 Attn: BRIAN PITTS 862-8700 Date Reported: 02/20/96 Date Received: 02/07/96 Laboratory No.: 96-01531-2 Sample Description: FILSEN #2 SAMPLED BY BRIAN PITTS Sample Matrix: Soil Date Collected: Date Extracted: Date Analyzed: 02/07/96 @'10:30AM 02/16/96 02/20/96 Reporting Units Practical Quantitation Limit Constituents Analysis Results PCB-1016 PCB-1221 PCB-1232 PCB-1242 PCB-1248 PCB-1254 PCB-1260 Total PCB's (Summation) None Detected None Detected None Detected 120. None Detected None Detected None Detected 120. mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 20. 20. 20. 20. 20. 20. 20. 20. Quality Control Data Surroqates %' Recovery Control Limits Decachlorobiphenyl Not Reportable 60-140 Note: PQL's were raised due to high concentration of target analytes requiring sample dilution. California D.O.H.S. Cert. #1186 ~/L Stuart G. Buttram Department Supervisor All results listed in this repon are for the exclusive use 01 the submitting party, BC Laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party interpretation, 4100 Atlas Ct, . Bakersfield, CA 83308· (805) 327-4811 . FAX (805) 327-1818 .. --.. ._~~. > Report To: Q) Analysis Requested C) C Name: K('£'fI5j)-Lt. , d1roject: '0 ê .2_ 0 C/)ã5 ~ ê >. ~ .D Q) ... Address:Z7tl/ì /1 ¿3ø Project #: -.c :Q 'OQ) '00. en ..J- enO 0 en Q) E c:>- :J City: ¡f.4-¿I£,e~n ÆI J:J Sampler Name: II5ÆWÞv' ~ -- u ëõ '0 -- lUl- l.. Ú Q) Q)I- I.. I.. 0 Q) '" C/) Q)oð Q) Q) State: œ '253ðl =(\1 Q) Z .DC: LL Zip: Other: ..... >. en$ E ïii ~~ "- en '0 0 Attn: &/4"/ ~ V\ I Q) 0 .:!:IU :JE - "' ëi - ~o Zo Z t _. ('") '\ ~~ - C/) 0 ,.. ~ E :J Q) - G\ LQ-r,.} 'u' ~ ~ IU 0 cr: <C Phone: g¿Z- JJlðO x en -¡: ~ J: - ~ IU ~ 0 Lab# Sample Description Date & Time Sampled ~ '-J '\ (ì 00 ~, PI ¿5/E» %t: I - S~/ ¿ 2-J-J¿' //tJ3& lhrm .~ 000 M.... ( MO> 0>.... I -:l- ;=/1,,5 Ælv ffZ -S"cY/¿, 2-7-J¿/¿ð~£) X X IX «I'- o~ '0- ~ - 1.0 Q)O 1M IX ,~~I"1¡-y ¡;: .í?7 h9",,2 ~oo LIV' ~A'-Z en - ã5x ~« ~ / -:Xrï2-9"/7/ ~ ~._" ::>¿£. ~ - lULL CD . . kJ/t//?'tÝS/-5/Í"'h/f1 ~'Ií ~5~?ð..) t.... :J.... 00> , '- , 0""'1 en I'- IUN ~M «- 01.0 og ....- "'" (j Z - . en w í iï .:?~iS~d ~bJ~ (Signature) ~~lL~ch J_ìJ1~;te(~íG 0 Comment: Billing Info: ~ ¡?v .v ..~~ F-¿;£; Name: ~~~ r/¿ /-> ... :~Z. Jlno Relinquished by: (Signature) ~eceived by: ~nature) date: Time: a: Address 0 r:s,M~" - ~I .~ity State Relinquished by: (Signature) Received by: (Signature) Date: Time: (]) , / ¿Iz, ~_ ~ ~ ¡¡./ í/ L /::¿.Ù2í ~ '~ttention: Relinquished by: (Signature) Received by: (Signature) Date: Time: ~ .A,!¡/J/CÆO .: Time: Z I ¡¿.vI .S;¿~ 5 Miles: . Relinquished by: (Signature) Received by: (Signature) Date: Time: 4-_~ A/ Æ,f,LJ fit) P.O.# Sample Disposal 'Iinquished by: (Signature) Received by: (Signature) Date: Time: n BC [ ;al @ 5,00 ea. n 1-, ,In 10 client I BC LABORATORIES INC. I' SAMPLE RECEIPT FORM - Rav. No. 2·11,95 Ii ¡ LAB NUMBER:Qi/ n-\¡:::;?;\ I TIME RECEIVED: \ ',4: 6 p, )9fTE RECEIVED: 'd--!i I q ~~I RECEIVED BY:TL II SHIPPING SPECIFICATIONS SHIPPING CONTAINER Federal Express 0 UPS 0 Hand Delivery ~ Ice ChBst 0 Box 0 BC Lab Field Service 0 Other 0 (Specify) NoneN6 Other o (Specify) , SAMPLE CONDITION I Temperature °C Ice 0 Blue Ice 0 None!f-. If temperature is not between 2 and 6 °c please explain: None ~ ; Custody Seals: Ice Chest 0 Containers 0 All samples received? Ye~NO 0 All samples intact? Yes~ No 0 Description match CaC? 'Yes f)( No - - I SAMPLE CONTAINERS I ! Sempl. # 1 2 3 . , . 7 . . I. 11 12 13 14 ,. 18 17 18 18 20 21 Z2 ZI ~ ~ aT PE UNP I PT PE UNP aT INORGANIC METALS I PT INORGANIC METALS CN N FORMS SULFIDE NO./NO Iro,. .~ COD I PHENOL . TRIP BLANK I' VOA VIAL VOA SET II OIL & GREASE II ODOR II RADIOLOGICAL il BACT 11504 507 II 508/608/8080 I! 515.lIS150 II 525/625/8270 jl547 !1531.1 f1548 I 549 I I QA/aC i: aT AMBER il 8 OZ, JAR I, . ;. 32 OZ. JAR I II r ~LEEVE In aT ~.~ ~ ")(, II v p , Comment.: :Cmpeled by: ,-~ IF:IWP60IDA T AIDOCSISHBLAHIFORMSISAMREC .F· ;;, } ;a California Regional Water Quality Control Board Central Valley Region Steven T. Butler, Chair . Fresno Branch Office Internet Address: http://www.swrcb.ca.gov/-rwqcb5 3614 East AsbIan Aveòue, Fresno, California 93726 Phone (559) 445-5116· FAX (559) 445-5910 Gray Davis Governor Winston H. Hickox Secretary for Environmental Protection 17 February 2000 Ms. Daphne H. Washington Kern County Waste Management Department 2700 M Street, Suite 500 Bakersfield, Ca 93301 TRANSMITTAL OF ADOPTED WASTE DISCHARGE REQillREMENTS FOR OPERATION AND CONSTRUCTION, ARVIN SANITARY LANDFILL, KERN COUNTY Enclosed is an official copy of Order No. 5-00-023 as adopted by the California Regional Water Quality Control Board, Central Valley Region, at its 28 January 2000 meeting. ~.IÎ~ DANE S. JO~~N . . Senior Engineering Geologist CRG No. 4239 Enclosure: Adopted Order Standard Provisions cc: U.S. Environmental Protection Agency, Region 9, San Francisco Mr. Tim Regan, Office of Chief Counsel, State Water Resources Control Board, Sacramento Ms, Elizabeth Haven, Division of Clean Water Programs, State Water Resources Control Board, Sacramento California Integrated Waste Management Board, Sacramento Department of Health Services, Office of Drinking Water, Fresno Department of Fish and Game, Region IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Department of Environmental Health Services, Bakersfield Kern County Department of Planning and Development Services, Bakersfield Kern County Air Pollution Control District, Bakersfield Kern County Water Agency, Bakersfield Mr. Howard Wines, City of Bakersfield, Bakersfield California Environmental Protection Agency #r> ~J Rervcled Paper ~ CALIFORNIA REGIONAL WATER QUAUTY CONTROL BOARD CENTRAL V ALLEY REGION ORDER NO. 5-00-023 WASTE DISCHARGE REQUIREMENTS FOR COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that: 1. The County of Kern (hereafter Discharger) owns and operates a municipal solid waste landfill approximately five miles west of the City of Arvin, in Section 31, TI1S, R29E, MDB&M, as shown in Attachment A, which is incorporated herein and made part of this Order. 2. The waste management facility contains one existing unlined waste management unit covering 127 acres, as shown in Attachment B, which is incorporated herein and made part of this Order. The facility is comprised of Assessor's Parcel Number (APN) 189-330-20- 00-0. 3. The Discharger may expand the waste management unit for the discharge of municipal solid waste to an area of approximately 15 acres within the SW 1/4 of the NW 1/4 of Section 31, T31S, R29E, MDB&M. 4. On 14 August 1992, the Board adopted Order No. 92-163, which prescribes waste discharge requirements for the existing waste management unit. The facility is cJassified as a Class ill landfill which accepts municipal solid waste in accordance with Title 27, California Code of Regulations, §20005, et seq. (Title 27). 5. On 17 September 1993, the Board adopted Order No. 93-200, amending Order No. 92-163 and implementing State Water Resources Control Board Resolution No. 93-62, Policy for Regulation of Discharges of Municipal Solid Waste. 6. ThisOrder updates the waste discharge requirements for the facility in conformance with the California Water Code and Title 27, and the revisions and policies adopted hereunder, and removes the facility from Attachment 1 of Order No. 93-200. This Order also addresses operation of the unlined waste management unit and construction of any lateral expansion or new waste management unit. .. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFll.L KERN COUNTY -2- 7. Based on 1998 data, the waste management facility receives approximately 267 tons of municipal solid waste per day with an estimated remaining capacity of 550,393 cubic yards as of January 1, 1999. Final capacity is anticipated by September 2001. Waste diversion alternatives are being considered by the Discharger. If one of these alternatives is selected, the anticipated final capacity date would be April 2003. SITE DESCRIPTION 8. The facility is in a topographically flat region of the Tulare Lake Hydrologic Basin of the San Joaquin Valley. The native ground surface elevation ranges between approximately 360 feet above mean sea level at the northeast boundary of the facility and 345 feet abòve mean sea level at the southwest facility boundary. The ground surface slopes approximately 22 feet per mile toward the southwest. 9. The waste management facility is on Quaternary alluvial deposits. The soils underlying the facility are unconsolidated soils, consisting of interbedded gravels, sands, silts, and clays. 10. The measured hydraulic conductivity of the native soils underlying the waste management unit range between 9 x 10-4 and 4 x 10-7 em/sec. 11. The waste management facility is not within a fault hazard zone. The closest Holocene fault is the White Wolf Fault, approximately five miles to the south. A Richter scale magnitude 7.7 earthquake occurred along the White Wolf Fault in 1952. 12. An abandoned non-hazardous oil field waste processing facility, formerly operated by V en Virotek, is on a 5-acre parcel within the southwest comer of the waste management facility property. An estimated 75,000 cubic yards of impacted soil, and other processing equipment remain. Waste Discharge Requirements Order No. 92-199 was adopted naming both VenVirotek and Kern County as co-dischargers for the waste processing facility. 13. Land within 1,000 feet of the facility is used for cultivated crops and vacant land. A former residence domestic well (California State Well No. 3l/29-30POl) is located approximately 150 feet north of the facility. The Discharger has identi.fied well 31129-30POl as a potential source of additional water for operations at the waste management facility. Well 31/29- 30PO 1 is shown on Attachment B. 14. The facility receives an average of 6.1 inches of precipitation per year as determined from data collected by the Department of Water Resources. The mean evaporation is 87 inches per year as determined from evaporation data collected by the Department of Water Resources between 1967 and 1978. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF IŒRN FOR OPERATION AND CONSTRUcnON ARVIN SANITARY LANDFllL KERN COUNTY -3- 15. . The lDO-year, 24-hour precipitation event for the facility is estimated to be 2.5 inches, as detennined from data furnished by the National Weather Service. 16. The waste management facility is within a l00-year floodplain based on the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Map, COminunity-Panel Number 060075 l3ooB, dated 29 September 1986. 17. There are ten municipal, domestic, industrial, or agricultural supply wells within a I-mile radius of the site. No surface springs or other sources of groundwater supply have been observed. 18. The landfill water supply well (California State Well No. 31/29-31DI) is at the northwest comer of the waste management unit. The well was drilled to a total depth of 320 feet below ground surface. A surface seal reportedly exists to 50 feet below ground surface. The remainder of the borehole is gravel packed. SURFACE AND GROUND WATER CONDITIONS 19. The Board adopted the Water Quality Control Plan for the Tulare Lake Basin; Second Edition (hereafter Basin Plan), that designates beneficial uses and contains water quality objectives for all waters ofthe Basin. This Order implements the Basin Plan. 20. Surface drainage is toward the Kern Lake Bed in the Kern Delta Hydrologic Area (557.10) of the Tulare Lake Basin. 21. There are no identified surface water bodies within one mile of the facility. 22. The first encountered areal groundwater is approximately 59 to 80 feet below the native ground surface. Groundwater elevations range from 280 feet MSL to 288 feet MSL. 23. Monitoring data indicates that the groundwater is unconfined. The depth to groundwater fluctuates seasonally as much as 11 feet. 24. The current direction of groundwater flow beneath the waste management facility is from the northwest toward the south. The average groundwater gradient is approximately 0.004 feet per foot. The groundwater velocity has been reported as seven to ten feet per year. The direction of groundwater flow has varied between southeast and southwest. 25. Monitoring data from upgradient monitoring well ARI-Ol indicates that groundwater collected from this well from 1989 through 1998 has a specific electrical conductivity that ranges from 863 to 1;540 micromhoslcm, and Total Dissolved Solids ranging from 507 to WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUcnON ARVIN SANITARY LANDFllL KERN COUNTY -4- 680 mgll. The quality of groundwater from ARI-Ol exceeds the secondary drinking water standards established by the Department of Health Services for electrical conductivity and TotaJ Dissolved Solids. Three additional background monitoring wells were installed in November 1997. Wells ARI-06 and ARI-22 were installed upgradient from the landfill. Well ARl-21 was installed sidegradient from the landfill. Wells ARl-21 and ARl-22 monitorf1rst encountered groundwater, while well ARI-06 was completed approXimately 80 feet below first encountered groundwater. Monitoring data from deep upgradient well ARI-06, upgradient well ARl-22, and sidegradient well ARl-21 indicate that groundwater collected from these wells from May 1998 through January 1999 have electrical conductivity ranges from 434 to 617; 4,240 to 5,070; and 644 to 1,034 micromohs/cm, respectively. The range of Total Dissolved Solids in wells ARI-06, ARI-21, and ARI-22 for the same time period is 272 to 294; 3,120 to 3,880; and 436 to 493 mgll, respectively. The quality of groundwater from ARI-06 meets the secondary drinking water standards established by the Department of Health Services for electrical conductivity and Total Dissolved Solids. The quality of groundwater in well ARI-21 exceeds the secondary drinking water standards for electrical conductivity and Total Dissolved Solids. The quality of groundwater in well ARl-22 exceeds the secondary drinking water standard for electrical conductivity and meets the secondary drinking water standard for Total Dissolved Solids. 26. The designated beneficial uses of the groundwater, as specified in the Basin Plan, are domestic and municipal, agricultural, and industrial supply. 27. State Water Resources Control Board Order No. 97-03-DWQ (General Permit No. CASOOOOO1), amended 17 April 1997, specifies waste discharge requirements for discharges of storm water associated with industrial activities, excluding construction activities, ánd requiring submission of a Notice Of Intent by industries to be covered under the pennit. Waste disposal at landfills, including inert disposal facilities, is considered an industrial activity requiring submittal of a Notice Of Intent for coverage under the general pennit if storm water is to be discharged off-site. The Discharger submitted a Notice of Intent on 27 August 1997, and a Stonn Water Pollution Prevention Plan and Monitoring Program Reporting Requirements on 12 June 1998. Stonn water runoff is proposed to be impounded or temporarily detained in an excavation located adjacent to the unlined waste management unit in the SWII4 of the NWl/4 of Section 31, TIIS, R29E, MDB&M. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFll..L KERN COUNTY -5- WASTE AND SITE CLASSIFICATION 28. The discharge consists of putrescible and nonputrescible municipal solid wastes and non- friable asbestos. These wastes are classified as 'nonhazardous solid waste' or 'inert waste' using the criteria set forth in Title 27. 29. The site characteristics where the waste management unit is located (see Finding No. 10) do not meet the siting criteria for a Class ill landfill contained in §20260(a) and (b)(l) of Title 27. As such, the site is not suitable for the discharge and containment of Class ill wastes. Therefore, in order to discharge the wastes described in Finding No. 28, additional waste containment measures are required in accordance with §20260(b)(2) of Title 27 and State Water Resources Control Board Resolution No. 93-62 for any lateral expansion of the waste management unit. 30. The Discharger may construct a lateral expansion within the waste management facility property. The liner system will need to be designed, constructed, and operated to prevent migration of wastes from the waste management unit to adjacent natural geologic materials, groundwater, or surface water during disposal operations, closure, and the post-closure maintenance period in accordance with the criteria set forth in Title 27 for a Class ill landfill, and the provisions in State Water Resources Control Board Resolution No. 93-62 for municipal solid wastes. GROUNDWATER MONITORING 31. The DisCharger is required to monitor the groundwater and vadose zone in accordance with Title 27. 32. This Order requires that the groundwater and vadose zone detection monitoring devices be installed, operational, and the first round of samples analyzed prior to the discharge of waste to any waste management unit expansion. 33. Ten groundwater monitoring wells have been installed at the waste management facility for detection monitoring purposes. The existing groundwater detection monitoring system consists of downgradi'ent monitoring wells ARl-02, ARl-03, ARl-04, ARl-05, ARl-23, ARl-24, upgradient monitoring wells ARI-Ol, ARl-06, ARl-21, and sidegradient well ARI-22. The elevation of static groundwater in wells ARI-Ol, ARI-02, ARI-03, ARl-04, and AR 1-05 exceeds the elevation of the top of screened interval in each well. The elevation of groundwater above the screened interval currently ranges from one to twenty one feet. Excluding well ARl-23, completed approximately ninety-five feet bèlow the elevation of static groundwater when drilled, the elevation of the pump intakes in each WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-OO"()23 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFll.L KERN COUNTY -6- downgradient well is below the elevation of static groundwater by a range of eleven to fifty- six feet. 34. The vadose zöne monitoring system for the unlined waste management unit consists of two moisture block/gas probe clusters (ARI-07 and ARl-08), installed at the base of refuse. 35. The Discharger has implemented an Evaluation Monitoring Program for the existing waste management unit, but has not completed the delineation of the vertical and lateral extent of the groundwater degradation in accordance with the time schedule in Title 27. Details of the work accomplished and the work remaining to complete the Evaluation 'Monitoring Program will be addressed in a subsequent Cleanup and Abatement Order. 36. The Discharger's detection monitoring program for groundwater does not satisfy the requirements contained in Title 27 due to an insufficient number of groundwater monitoring wells and no established concentration limits. A subsequent Cleanup and Abatement Order will require the Discharger to bring the Detection Monitoring Program into full compliance with Title 27 in accordance with an approved time schedule. GROUNDW A TER DEGRADATION 37. Groundwater monitoring performed at the landfill has detected volatile organic compounds (VOCs) in samples conected from on-site monitoring wells since 1990. Groundwater analyses have repeatedly detected the following waste constituents at concentrations above water quality objectives (primary Maximum Contaminant Level): benzene; 1,1- dichloroethane; methylene chloride; tetrachloroethene (PCE); trichloroethene (TCE); and vinyl chloride. Other constituents repeatedly detected in wells at concentrations below water quality goals include: acetone; bis (2-ethylhexyl) phthalate; benzyl butyl phthalate; . chlorobenzene; chloroditluoromethane; chlorotluoromethane; chloroform; dichlorodifluoromethane (Freon 12); 1, l-dichloroethene; cis-l ,2-dichloroethene; dichlorofluoromethane; l,2-dichloropropane; ethylbenzene; isopropylbenzene; p-isopropyl toluene; pentane; toluene; I ,I, I-trichloroethane; trichlorofluoromethane (Freon 11); l,2,4-trimethylbenzene; 1,3,5-trimethylbenzene; and total xylenes. 38. Constituents detected in samples from evaluation monitoring hydropunch borings include: acetone; benzene; bromodichloromethane; bromoform; chloroform; chloromethane; dibromochloromethane; dichlorodit1uoromethane (Freon 12); 1, l-dichloroethane; isopropylbenzene; methyl ethyl ketone; methylene chloride; naphthalene; n-propylbenzene; PCB; I ,1 ,I-trichloroethane; TCE; trichlort1uoromethane (Freon 11); 1.2,4-trimethylbenzene; l,3,5-trimethylbenzene; and toluene. WASTE. DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFIll. KERN COUNTY -7- 39. Constituents detected in samples from downgradient monitoring well ARl-23, completed 100 feet below the depth of first continuous groundwater, include: chlorofonn; dichlorodit1uoromethane (Freon 12); 1, l-dichloroethane; isopropylbenzene; methylene chloride; tetrachJoroethene (PCE); toluene; trichloroethene (fCE); and 1,1,2-trichloro- 1,2,2-trifluoroethane. 40. Constituents detected in a sample collected from the landfill water supply well include dichlorodifluoromethane (Freon 12) and methylene chloride. The compounds benzidine and endrin aldehyde were tentatively identified. CONSTRUcnON AND ENGllŒERED ALTERNATIVE 41. On 17 June 1993, the State Water Resources Control Board adopted Resolution No. 93-62 implementing a State Policy for the construction, monitoring, and operation of municipal solid waste landfills that is consistent with the federal municipal solid waste regulations promulgated under Title 40, Code of Federal Regulations, Part 258 (Subtitle D). 42. Resolution No. 93-62 requires the construction of composite liner systems at municipal solid waste landfills that receive wastes after 9 October 1993. The prescriptive standard for a composite liner system consists of a minimum 40-mil thick (60 mil for HDPE) upper synthetic flexible membrane component and lower soil component of compacted clay a minimum of two feet thick with a hydraulic conductivity not to exceed 1 x 1O-7.cmlsec. 43. Resolution No. 93-62 also allows the Board to consider the approval of engineered alternatives to the prescriptive standard. Section ill.A.b. of Resolution No. 93-62 requires that the engineered alternative be of a composite design similar to the prescriptive standard. 44. Section 20080(b) of Title 27 allows the Board to consider the approval of an engineered alternative to the prescriptive standard. In order to approve an engineered alternative in accordance with §20080(c)(1) and (2), the Discharger must demonstrate that the prescriptive design is unreasonably and unnecessarily burdensome and will cost substantially more than an alternative which will meet the criteria contained in §20080(b), or would be impractical and would not promote attainment of applicable perfonnance standards. The Discharger must also demonstrate that the proposed engineered alternati ve is consistent with the perfonnance goal addressed by the particular prescriptive standard, and provides protection against water quality impainnent equivalent to the prescriptive standard in accordance with §20080(b)(2) of Title 27. 45. Section 1336O(a)(I) of the California Water Code allows the Board to specify the design, type of construction, and/or particular manner in which compliance must be met in waste ~ WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFilL KERN COUNTY -8- discharge requirements or orders for the discharge of waste at solid waste disposal facilities. 46. The Discharger has not yet submitted a design plan for an expansion of the Arvin Sanitary Landfill. 47. Prior to an expansion of the existing waste management unit, the Discharger will need to submit for Executive Officer approval, design and construction CQA plans for expansion of the waste management unit. 48. An unsaturated zone monitoring system will need to be installed beneath the composite liner system of any lateral expansion in accordance with §20415 (d) of Title 27. 49. Construction will proceed only after all applicable design, construction plans, and construction quality assurance plans have been approved by the Executive Officer. CEQA CONSIDERATIONS 50. The action to update waste discharge requirements for this facility is exempt from the provisions of the California Environmental Quality Act (CEQA), Public Resource Code §21000, et seq., and the CEQA guidelines. in accordance with Title 14, CCR, §15301, et seq. OTHER CONSIDERATIONS 51. On 9 October 1991, the United States Environmental Protection Agency (USEPA) promulgated regulations (Title 40, Code of Federal Regulations, Parts 257 and 258. "federal municipal solid waste [MSW] regulations" or "Subtitle D") that apply, in California, to dischargers who own or operate Class n or Class ill landfill units at which municipal solid waste is discharged. The majority of the federal MSW regulations became effective on the "Federal Deadline", which was 9 October 1993. The USEPA has deemed the State of California to be an approved state, meaning that compliance with the applicable state regulations constitutes compliance with the federal Subtitle D regulations. These ,requirements implement the appropriate 'state regulations in lieu of Subtitle D. 52. These requirements implement the prescriptive standard and performance goals of Title 27, California Code of Regulations, §20005 et seq. (Title 27). 53. These requirements implement the Basin Plan. 54. The requirements implement State Water Resources Control Board Resolution No. 93-62, Policy for Regulation of Discharges of Municipal Solid Waste, which implement the federal Subtitle D regulations. ~ WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTYOFlŒRN FOR OPERATION AND CONSTRUcnON AR VIN SANITARY LANDFILL KERN COUNTY -9- 55. All local agencies with jurisdiction to regulate land use, solid waste disposal, air pollution, and to protect public health have approved the use of this site for the discharges of waste to land stated herein. 56. The Board has notified the Discharger and interested agencies and persons of its intention to update the waste discharge requirements for this facility. 57. In a public hearing, the Board heard and considered all comments pertaining to this facility and discharge. IT IS HEREBY ORDERED.that Order No. 92-163 is rescinded, and Attachment 1 of Order No. 93-200 is amended to delete the Arvin Sanitary Landfill, which is on line No. 55, and that the County of Kern, Kern County Waste Management Department, its agents, successors, and assigns, in order to meet the provisions of Division 7 of the California Water Code and the regulations adopted hereunder, shall comply with the following: A. PROHIBITIONS 1. The discharge of 'hazardous waste' at this facility, except waste that is hazardous due only to its friable asbestos content, is prohibited. The discharge of 'designated waste' at this facility is prohibited. For the purposes of this Order, the tenn 'hazardous waste' is as defined in Title 23 California Code of Regulations, Section 2510 et seq., and 'designated waste' is as defined in Title 27. 2. The discharge of wastes outside of a waste management unit or portions of a waste management unit specifically designed for their containment is prohibited. 3. The discharge of solid waste, liquid waste, leachate, or waste constituents to surface waters, ponded water, surface water drainage courses, or groundwater is prohibited. 4. The discharge of liquid or semi-solid waste (i.e., waste containing less than 50 percent solids), except dewatered sewage or water treatment sludge, or on-site generated leachate or landfill gas condensate, above a composite liner as provided in §20220(c) of Title 27, is prohibited. 5. The discharge of solid waste containing free liquid or moisture in excess of the waste's moisture holding capacity is prohibited. 6. The discharge of waste within 100 feet of surface waters is prohibited. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUcnON AR VIN SANITARY LANDFIU... KERN COUNTY -10- 7. The discharge shall not cause the pollution or degradation of groundwater via the release of waste constituents in either liquid or gaseous phase. 8. The discharge of wastes shall not cause the pollution or degradation of any water supply. 9. The discharge of wastes which have the potential to reduce or impair the integrity of containment structures or which, if commingled with other wastes in the waste management unit, could produce violent reaction, heat or pressure, fire or explosion, toxic by-products, or reaction products, which, in turn: a. require a higher level of containment than provided by the unit; or b. are 'restricted hazardous wastes'; or c. impair the integrity of containment structures; is prohiþited. 10. The discharge shall not cause any increase in the concentration of waste constituents in soil or other geologic materials outside of the waste management unit if such waste constituents could migrate to waters of the State and cause a condition of degradation, pollution, or nuisance. 11. The discharge of any additional waste to a waste management unit after it is closed is prohibited. - B. DISCHARGE SPECIFICATIONS 1. Wastes shall only be discharged to either: a. that portion of an existing waste management unit that was pennitted and/or received wastes prior to the Federal Deadline of9 October 1993; or b. to an area equipped with a composite liner containment system that meets the requirements for both liners and leachate collection and removal systems specified below. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY. LANDFILL KERN COUNTY -11- 2. A minimum separation of 5 feet shall be maintained between the base of the wastes and the highest anticipated elevation of underlying groundwater, including the capillary fringe. 3. Water used for facility maintenance shall be limited to the minimum amount necessary for dust control, construction, and, after closure, to the minimum amount necessary to irrigate cover vegetation or for other uses approved by the Executive Officer. 4. Leachate collected from the landfill shall be discharged to an appropriate waste management unit in accordance with Title 27 and in a manner consistent with the waste classification of the leachate, or discharged on-site to a waste management unit or portion of a waste management unit that has a composite liner and a leachate collection and removal system. 5. Gas condensate collected from any landfill gas control systems installed at the waste management unit and proposed for discharge to land. shall be discharged to an appropriate waste management unit in accordance with Title 27 and in a manner consistent with the waste classification of the condensate, or discharged on-site to a waste management unit or portion of a waste management unit that has a composite liner and a leachate collection and removal system. 6. Neither the treatment nor the discharge of wastes shall cause a pollution or nuisance as defined by the California Water Code, § 13050. 7. The Discharger shall, in a timely manner, remove and relocate any wastes discharged at this facility in violation of this Order. C. FACILITY SPECIFICATIONS 1. Waste management 'units and containment structures shall be designed and constructed to limit, to the greatest extent possible, ponding, infiltration, inundation, erosion, slope failure, washout, and overtopping as a result of a 100-year, 24-hour precipitation event. 2. Precipitation and drainage control systems shall be designed, constructed, and maintained to accommodate the anticipated volume of precipitation and peak flows from surface runoff under the 100-year, 24-hour precipitation conditions. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-OO"()23 COUNTYOFIŒRN FOR OPERATION AND CONSTRUCflON ARVIN SANITARY LANDFllL KERN COUNTY -12- 3. Cover materials shall be graded to divert precipitation from the waste management unit, to prevent the ponding of surface water over wastes, and to resist erosion as a result of a l00-year, 24-hour precipitation event. 4. Interim cover placed over wastes discharged to any waste management unit shall be designed and constructed to minimize the percolation of liquids through wastes. 5. Waste management units or portions of waste management units shall be designed, constructed, and operated in compliance with precipitation and flood conditions contained in the Standard Provisions and Reporting Requirements referenced in Provision F.5 below. 6. All drainage control systems shall be designed and constructed to prevent the ponding of water above wastes. 7. SUlface drainage from tributary areas and internal site drainage from surface or subsurface sources shall not contact or percolate through wastes. 8. Areas with slopes greater than ten percent, sUlface drainage courses, and areas subject to erosion by wind or water shall be designed and constructed to prevent such erosion. 9. An earthen cover shall be maintained over all but the active disposal area of the waste management unit. This area shall be properly graded and drained to prevent ponding and infiltration. The cover over the waste management unit shall be approved by the California Integrated Waste Management Board in accordance with §20680 of Title 27. Any alternative daily cover material shall be approved by the Executive Officer to ensure that it will be protective of water quality. 10. The Discharger shall submit information that demonstrates for Executive Officer review and approval, that the waste management unites) will not restrict the flow of the l00-year flood, reduce the temporary water storage capacity of the floodplain, or result in washout of solid waste so as to pose a hazard to human health or the environment. 11. The Discharger shall submit information that demonstrates for Executive Officer review and approval, that flood protection devices (e.g., floodwalls, dikes) are installed at the waste management unit and will be maintained to prevent inundation or washout and divert surface drainage from the unit for floods with a lOO-year return period. If the flood protection devices have not been installed, the WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFIlL KERN COUNTY -13- Discharger shall submit a work plan for their installation to the Executive Officer for review and approval. 12. The Discharger shall submit an Interim Drainage Plan demonstrating adequate design, construction, and operation of a facility liquid management system for protection from storm events, including precipitation and drainage controls, consistent with the development ofa closure and post-closure maintenance plan and Facility Specifications C.l through C.S. 13. The Discharger shall immediately notify the Board of any flooding, unpermitted offsite discharge, equipment failure, slope failure, or other change in site conditions, which could impair the integrity of waste or leachate containment facilities or precipitation and drainage control structures. 14. The Discharger shall appropriately revise the Stonn Water Pollution and Prevention Plan and Interim Drainage Plan to reflect site design modifications prior to the discharge of wastesJo a newly constructed waste management unit or to an expansion of an existing waste management unit. D. CONSTRUCTION SPECIFICATIONS 1. Materials used to construct liners shaH have appropriate physical and chemical properties to ensure containment of discharged wastes over the operating life, closure, and post-closure maintenance period of a waste manàgement unit or portion of a waste management unit. 2. Materials used to construct the leachate collection and removal system shall have appropriate physical and chemical properties to ensure the required transmission of leachate over the operating life, closure, and post-closure maintenance period of a waste management unit or portion of a waste management unit. 3. The Discharger shall submit for Execut~ve Officer review and approval prior to construction, design plans and specifications for new waste management units and expansions of existing waste management units that include the following: a) A demonstration that new waste management units and expansions of existing waste management units shall not be located in a wetland, unless demonstrated that: (1) There is no practical alternative; WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFill.. KERN COUNTY -14- (2) Steps have been taken to achieve no net loss of wetlands, pursuant to §404 of the Federal Clean Water Act; and (3) The landfill will not do any of the following: (a) Degrade the wetland; (b) Jeopardize threatened or endangered species or produce adverse modification of a critical habitat protected under the Endangered Species Act of 1973; or (c) Violate any requirement under the Marine Protection, Research, and Sanctuaries Act of 1972 for the protection of.a marine sanctuary. b) A Construction Quality Assurance Plan demonstrating that the proposed waste management unit will be constructed according to the approved specifications and plans, and shall provide quality control on the materials and construction practices used in construction and prevent the use of inferior products and/or materials which do not meet the approved design plans or specifications; and c) A geotechnical evaluation of the area soils, evaluating their use as the foundation layer; and d) A vadose zone monitoring system that meets the criteria contained in §20415 (d) of Title 27, and is installed beneath the composite liner system. 4. If clay layers are used in a liner system, then the hydraulic conductivities for the clay determined through laboratory methods shall be confirmed by a Sealed Double- Ring Infi1trometer (SDRI) field test, or an equivalent field test method approved by the Executive Officer, of a test pad constructed in a manner duplicating the clay \ liner construction of the waste management unit or expansion portion of the waste management unit. Test pad construction methods, quality assurance/quality control procedures, and testing shall be in accordance with a construction quality assurance plan approved by the Executive Officer and shall be sufficient to ensure that all parts of the liner meet the hydraulic conductivity and compaction requirements. 5. Both the bottom liner and side slope liner of all new waste management units andsexpansion areas of existing waste management units shall be constructed in accordance with one of the foJlowing composite liner designs: WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFITL KERN COUNTY -15- a) The prescriptive standard design which consists of a lower compacted soil layer that is a minimum of two feet thick with a hydraulic conductivity of 1 x 10-7 cm/see or less and a minimum relative compaction of 90%. Immediately above the compacted soil layer, and in direct and uniform contact with the soil layer, shall be a synthetic flexible membrane component that shall be at least 4O-mil thick (or at least 6O-mil thick if composed of high density polyethylene [HDPE]); or b) An engineered alternative liner system that is comprised, in ascending order, of the following: 1) A twelve-inch thick engineered soil foundation layer that shall be constructed of select fine-grained soil materials which shall be compacted in lifts of six inches or less to 90% of maximum dry density and at 0% to 4% wet of optimum moisture content, in accordance with the approved construction quality assurance plan, and shall be compacted to attain a hydraulic conductivity of 1 x 1O-s cm/see or less, or meet the following gradation criteria: (a) A maximum size of 3/8-inch; (b) At least 30% of the material, by dry weight, passing the No. 200 U.S. Standard sieve; and (c) A gradation series (i.e., well graded) that is amenable to compaction. 2) A nonwoven bottom geotextile, which may be part of the geosynthetic clay layer (GCL). 3) A GCL that shall exhibit appropriate strength characteristics (hydrated) to accommodate stresses associated with specific landfill design parameterS, with particular attention to interface, long-term creep shear, and bearing capacity. 4) A 6O-mil thick synthetic flexible membrane of HDPE; or c) An engineered alternative liner system as provided by §20080(b) and (c) of Title 27, which must be a composite liner that meets the performance goals of the prescriptive design in option a) above, and has been approved by the Executive Officer. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LAND~ KERN COUNTY -16- 6. If the Discharger proposes to construct a liner system in which a GeL is placed on top of the subgrade, the subgrade for the bottom and the side slopes of the waste management unit shall be prepared in an appropriate manner using accepted engineering and construction methods so as to provide a smooth swface that is free from rocks, sticks, or other debris that could damage or otherwise limit the performance of the GCL. 7. Hydraulic conductivities of liner materials shall be det~rmined by laboratory tests using solutions with similar properties as the fluids that will be contained. Hydraulic conductivities of cover materials shall be determined by laboratory tests using water. Hydraulic conductivities determined through laboratory methods shall be confinned by field testing in accordance with the approved Construction Quality Assurance Plan. Construction methods and quality assurance procedures shall be sufficient to ensure that all parts of the liner and cap meet the hydraulic conductivity and compaction requirements. 8. All new waste management units or lateral expansions of existing waste management units shall have a blanket-type leachate collection and removal system. The leachate collection and removal system shall be designed, constructed, maintained, and operated to collect twice the anticipated daily volume of leachate generated by the waste management unit. The leachate collection and removal system shall be designed and operated to maintain less than a 30 cm depth of leachate over the liner. 9. Leachate generated by any waste management unit or portion of a waste management unit shall not exceed 85% of the design capacity of the leachate sump. H leachate generation exceeds this value, or if the depth of fluid in the leachate collection and removal system exceeds 30 cm,or if the monitoring reveals substantial or progressive increases above the design anticipated daily volume of leachate generated by the waste management unit or portion of the waste management unit, the Discharger shall immediately notify the Board in writing within seven days. The notification shall include a timetable for remedial or corrective action necessary to reduce leachate production. 10. Following the completion of construction of a waste management unit or portion of a waste management unit, ahd prior to discharge onto the newly constructed liner system, a construction report shall be submitted for Executive Officer review and approval. The "report shall be certified by a registered civil engineer or a certified engineering geologist. It shall contain sufficient infonnation and test results to verify that construction was in accordance with the design plans and specifications, and with the· prescriptive standards andperfonnance goals of Title 27. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFITl... KERN COUNTY -17- The report for the waste management unit shall include as a minimum, but not be limited to, the following: a) Test results on the chemical and geotechnical properties of materials used in the containment structure, as specified in these waste discharge requirements. b) Test results on the penneability of the clay liner if the prescriptive standard clay layer is used in the liner system. c) Test ~sults on the compatibility of the waste ~ith the liner system. d) Construction quality assurance and quality control procedures and results for all aspects of liner construction. e) A geologic map and geologic cross-sections which show mappable lithologic units and structural features in relation to the waste management unit. 11. Partial or final closure of new, existing, or portions of a classified waste management unit shall be in compliance with the applicable provisions of Title 27. Classified waste management units or portions of waste management units shall be closed in accordance with a closure and post-closure maintenance plan approved by the Executive Officer, and closure waste discharge requirements adopted by the Board. In addition to the applicable provisions of Title 27, the closure and/or the post-closure maintenance plan shall include the following: a) A final cover design with a minimum I-foot thick erosion resistant layer; b) An estimate of the largest area of the waste management unites) ever requiring a final cover at any time during the active life of the unites); c) An estimate of the maximum inventory of wastes ever on-site over the active life of the waste management facility; d) Initiation of closure activities within 30 days of final waste receipt, or within one year of receipt of most recent waste if additional capacity remains; e) Completion of closure activities within 180 days of the beginning of closure activities; WASTE DISCHARGE REQUIREMENTS. ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -18- , f) Notifying the Executive Officer that the deed to the landfill facility property, or some other instrument that is nonnally examined during a title search. has been recorded and a copy placed in the operating record. The notation on the deed shall in perpetuity notify any potential purchaser of the property that the land has been used as a landfill facility and that use of the land is restricted to the planned uses described in the post-closure maintenance plan. 12. The Discl}arger shall notify the Executive Officer that a closure and post-closure maintenance plan has been prepared in accordance with Construction Specification D. 11 and placed in the operating record by the date of initial receipt of waste at any new waste management unit or lateral expansion of any existing waste management uni t. 13. Closure shall not proceed in the absence of closure waste discharge requirements. E. DETECTION MONITORING SPECIFICATIONS 1. The Discharger shall submit a groundwater detection monitoring report demonstrating compliance with Title 27 for the existing waste management unit and any waste management unit expansion. The program is subject to approval by the Executive Officer. 2. The Discharger shall submit a Sample Collection and Analysis Plan. which includes quality assurance/quality control standards and the analysis of unfiltered samples, for approval by the Executive Officer. 3. The Discharger shall comply with the detection monitoring provisions of Title 27 for groundwater and the unsaturated zone. and in accordance with Monitoring and Reporting Program No. 5-00-023. Detection monitoring for a new waste management unit or an expansion of an existing waste management unit shall be installed, operational, and the first round of samples collected prior to the discharge of wastes. 4. The Water Quality Protection Standard, as defined in §20390 of Title 27, shall consist of constituents of concern. their concentration limits, the point of compliance. and all water quality monitoring points. Constituents of concern shall include all waste constituents. their reaction products. ånd hazardous constituents that are reasonably expected to be in or derived from waste contained in the landfill. Concentration limits shall consist of the background concentrations of each WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFIlL KERN COUNTY -19- constituent of concern established in accordance with a data analysis method that meets the applicable criteria of §20415(e) of Title 27. '5. The Discharger shall comply with the Water Quality Protection Standard which is specified in Monitoring and Reporting Program No. 5-00-023 and the Standard Provisions and Reporting Requirements, dated August 1997, which are attached to and made part of this order. 6. Organic compounds that are not naturally occU1TÎng have a background value of zero. The Water Quality Protection Standard for volatile organic compounds shall be taken as the detection limit of the analytical method used (i.e., USEPA Methods 8260 and 8270). Evidence of exceeding the standard occurs when the constituent is detected by the appropriate method. 7. The concentrations of the constituents of concern in waters passing the Point of Compliance shall not exceed the concentration limits established pursuant to Monitoring and Reporting Program No. 5-00-023. 8. For each monitoring event, the Discharger shall determine whether the landfill is in compliance with the Water Quality Protection Standard using procedures specified in Monitoring and Reporting Program No. 5-00-023 and §20415(e) of Title 27. 9. Methane and other landfill gases shall be adequately vented, removed from the waste management unit, or otherwise controlled to prevent adverse health effects, nuisance conditions, or the impairment of the beneficial uses of surface water or groundwater due to migration through the vadose (unsaturated) zone. F. PROVISIONS 1. The Discharger shall maintain legible records of the volume and type of each waste discharged at each waste management unit or portion of a waste management unit, and the manner and location of the discharge. The Discharger shall maintain such records until the beginning of the post-closure maintenance period. These records shall be available for review by representatives of the Board and of the State Water Resources Control Board at any time during normal business hours. At the beginning of the post-closure maintenance period, copies of these records shall be properly stored for future reference. WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUcnON AR VIN SANITARY LANDFllL KERN COUNTY -20- 2. The Discharger shall maintain a copy of this Order at the facility and make it available at all times to facility operating personnel, who shall be familiar with its contents, and to regulatory agency personnel upon request. 3. The Discharger shaH comply with all applicable provisions of Title 27 that are not specifically refeITed to in this Order. 4. The Discharger shall comply with Monitoring and Reporting Program No. 5-00-023, which is incorporated into and made part of this Order. This compliance includes, but is not limited to monitoring of: the maintenance of waste containment facilities, precipitation and drainage controls, the groundwater monitoring system, leachate from the waste management unit(s), and the vadose zone and surface water monitoring systems throughout the active life of the waste management unit and the post-closure maintenance period. 5. The Discharger shall comply with the applicable portions of the Standard Provisions and Reporting Requirements, dated August 1997. which are hereby incorporated into this Order. 6. . A violation of any of the applicable portions of the Standard Provisions and Reporting Requirements or the Monitoring and Reporting Program is a violation of these waste discharge requirements. 7. Monitoring wells, piezometers, and other measurement, sampling, and analytical devices shall be operated and maintained so that they perform to design specifications throughout the life of the monitoring program. 8. The Discharger or persons employed by the Discharger shall comply with all notice and reporting requirements of the State Department of Water Resources with regard to the construction, alteration, destruction, or abandonment of all monitoring wells used for compliance with this Order as required by § 13750 through § 13755 of the California Water Code. 9. The Discharger shan submit documentation to the Executive Officer that all persons who own or reside on the land that directly overlies any portion of the contaminant plume that has migrated off-site have been notified. 10. The Discharger shall have the continuing responsibility to assure the protection of the beneficial uses of ground and surface waters from gases and leachate generated by discharged waste during the active life, closure and post-closure maintenance WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERATION AND CONSTRUCflON ARVIN SANITARY LANDFILL KERN COUNTY -21- period of the waste' management unit(s) and during the subsequent use of the property for other purposes. 11. In the event of any change in control or ownership of the land or waste discharge facilities described herein, the Discharger shall notify the succeeding owner or operator of the existence of this Order by letter, a copy of which shall be immediately forwarded to this office. 12. To assume operation under this Order, the succeeding owner or operator must apply in writing to the Board requesting transfer of the Order within 14 days of assuming ownership or operation of this facility. The request must contain the requesting entity's fun legal name, the State of incorporation if a corporation, the name and address and telephone number of the persons responsible for contact with the . Board, and a statement. The statement shall comply with the signatory requirements contained in Reporting Requirements No.5 of the Standard Provisions and Reporting Requirements and state that the new owner or operator assumes full responsibility for compliance with this Order. Failure to submit the request shaH be considered a discharge without requirements, a violation of the California Water Code. Transfer shall be approved or disapproved by the Board. 13. The Discharger shall notify the Boardin writing of any proposed change in ownership or responsibility for construction or operation of the waste management unit. The Discharger shall also notify the Board of a material change in the character, location or volume of the waste discharge and of any proposed expansions or closure plans. This notification shall be given 90 days prior to the effective date of the change and shall be accompanied by an amended Report of Waste Discharge and any technical documents that are needed to demonstrate continued compliance with these waste discharge requirements. 14. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, plans with detailed cost estimates and a demonstration of assurances of financial responsibility for initiating and completing corrective action for all known and reasonably foreseeable releases from the waste management unit. The Discharger shall provide the assurances of financial responsibility to the California Integrated Waste Management Board as required by Title 27 CCR, Division 2, Subdivision 1, Chapter 6. The assurances of financial responsibility shall provide that funds for corrective action shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annual.ly to account for inflation . and any changes in facility design, construction, or operation. ' WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTYOFIŒRN FOR OPERATION AND CONSTRUCTION AR VIN SANITARY LANDFILL KERN COUNTY -22- 15. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, ,a demonstration of assurances of financial responsibility to ensure closure and post-closure maintenance of each waste management unit in accordance with its approved closure and post-closure maintenance plans. The Discharger shall provide the assurances of financial responsibility to the California Integrated Waste Management Board as required by Title 27 CCR, Division 2, Subdivision I, Chapter 6. The assurances of financial responsibility shall provide that funds for closure and post-closure maintenance with respect to water quality shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annually to account for inflation and any changes in facility design, construction, or operation. i6. If a single mechanism of financial assurance is used for both corrective action and closure and post-closure maintenance, the financial assurance must be sufficient for both requirements. 17. The Board will review this Order periodically and will revise thèse waste discharge requirements when necessary. 18. The Discharger shall complete the tasks contained in these waste discharge requirements in accordance with the following time schedule: Task COIIi~liance Date (a) Submit for Executive Officer review and approval, a demonstration that the waste management unit will not restrict the 100-year flood, reduce the storage capacity of the floodplain, or result in washout of solid waste. (Facility Specification C.W) 30 April 2000 (b) Submit Interim Drainage Plan , (Facility Specification C.I2) 30 April 2000 -23- WASTE DISCHARGE REQUIREMENTS, ORDER NO. 5-00-023 COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION AR VIN SANITARY LANDFIll.. KERN COUNTY Task (c) Submit for Executive Officer review and approval, design plans and specifications for new waste management units and expansions of existing waste management units. (Construction Specification D.3) (d) Submit for Executive Officer review and· approval, a revised closure and post-closure maintenance plan. (Construction Specification D.II) (e) Submit Sample Collection and Analysis Plan (Detection Monitoring Specification E.2) Compliance Date Prior to Construction No Later Than One Year Prior to the Anticipated Date of Closure 30 April 2000 I, GARY M. CARLTON, Executive Officer, do hereby certify that the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 28 January 2000. RCS/REH CALIFORNIA REGIONAL WATER QUAUfY CONTROL BOARD CENTRAL V ALLEY REGION MONITORING AND REPORTING PROGRAM NO. 5-00-023 FOR COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUcnON ARVIN SANITARY LANDFUL KERN COUNTY Compliance with this Monitoring and Reporting Program, with Title 27, California Code of Regulations, Section 20005, et seq. (hereafter Title 27), and with the Standard Provisions and Reporting Requirements dated August 1997, is ordered by Waste Discharge Requirements Order No. 5-00-023. Failure to comply with this Program, or with the Standard ProvisiQns and Reporting Requirements, constitutes noncompliance with the Waste Discharge Requirements and with the California Water Code, which can result in the imposition of civil monetary liability. A. REQUIRED MONITORING REPORTS Report Due 1. Groundwater Monitoring (Section D.l) See Table I 2. Annual Monitoring Summary Report Annually (Standard Provisions and Reporting Requirements) 3. Unsaturated Zone Monitoring (Section D.2) See Table II 4. Leachate Monitoring (Section D.3) See Table ill 5. Facility Monitoring (Section D.5) As necessary , 6. Response to a Release As necessary (Standard Provisions and Reporting Requirements) B. REPORTING The Discharger shall report monitoring data and information as required in this Monitoring and Reporting Program and as required in the Standard Provisions and Reporting Requirements. Reports which do not comply with the required format will be REJECTED and the Discharger shall be deemed to be in noncompliance with the waste discharge requirements. In reporting the monitoring data required by this program, the Discharger MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFll.L KERN COUNTY 2 shall arrange the data in tabular form so that the date, the constituents, the concentrations, and the units are readily discernible. Data shall also be submitted in a digital database format acceptable to the Executive Officer. The data shall be summarized in such a manner so as to illustrate clearly the compliance with waste discharge requirements or the lack thereof. A short discussion of the monitoring results, including notations of any water quality violations, shall precede the tabular summaries. Field and laboratory tests shall be reported in each monitoring report. Monthly, quarterly, semiannual, and annual monitoring reports shall be submitted to Board staff in accordance with the following schedule for the calendar period in which samples were taken or observations made. The results of any monitoring done more frequently than required at the locations specified herein shall be reported to Board staff. Sampling Reporting Frequency Frequency Monthly Quarterly Quarterly Quarterly Semi-Annually Semi-Annually Annually Annually Reporting Periods End Last Day of Month 31 March 30 June 30 September 31 December 30 June 31 December 31 December Report Date Due by Quarterly Sch~ule 31 May 31 August 30 November 28 February 31 August 28 February 30 April The annu~ report to be submitted to Board staff shall contain both tabular and graphical summaries of the monitoring data obtained during the previous twelve months, so as to show historical trends at each weH. The report shall include a discussion of compliance with the waste discharge requirements and the water quality pro~ection standard. A transmittal letter explaining the essential points shall accompany each report. At a minimum, the transmittal letter shaH identify any violations found since the last report was submitted, and if the violations were corrected. If no violations have occurred since the last submittal, this shall be stated in the transmittal letter. The transmittal letter shall also state that a discussion of any violations found since the last report was submitted, and a description of the actions taken or planned for correcting those violations, including any references to previously submitted time schedules, is contained in the accompanying report. MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF IŒRN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFllL· KERN COUNTY 3 c. WATER QUALITY PROTECTION STANDARD AND COMPLIANCE PERIOD 1. Water Quality Protection Standard Report For each waste management unit, the water quality protection standard consists of a list of constituents of concern and monitoring parameters, concentration limits for each constituent of concern, the point of compliance, and all monitoring points. The Discharger shall submit a proposed water quality protection standard for review and approval in accordance with a Cleanup and Abatement Order which will be adopted following adoption of this Order. The Executive Officer shall review the data and the proposed water quality protection standard in determining the final water quality protection standard for each monitored medium. The report shall: a) Identify aD distinct bodies of surface and ground water that could be affected in the event of a release from a waste management unit or portion of a waste management unit. This list shall include at least the uppermost aquifer and any permanent or ephemeral zones of perched groundwater underlying the waste management facility. b) Include a map showing the monitoring points and background monitoring points for the surface, saturated, and unsaturated zones and showing the point of compliance in accordance with §20405 of TitJe 27. c) Evaluate the perennial direction(s) of groundwater movement within the uppermost groundwater zone(s). If subsequent sampling of the background monitoring point(s) indicates significant water quality changes due to either seasonal fluctuations or other reasons unrelated to waste management activities at the site, the Discharger may request modification of the water quality protection standard 2. Constituents or Concern The constituents of concern are the waste constituents, reaction products, and hazardous constituents that are reasonably expected to be in or derived from waste contained in the waste management unit. The constituents of concern for all waste management units at the facility are those listed in Table VI. The Discharger shall monitor all constituents of concern in Table VI every five years, or more frequently as required in accordance with a Corrective Aétion Program. MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANIT J\RY LANDFlll... KERN COUNTY 4 a. Monitoring Parameters Monitoring parameters are the waste constituents, reaction products, hazardous constituents, and physical parameters that provide a reliable indication of a release from a waste management unit. The monitoring parameters for all waste management units are those listed in Tables I through V for the specified monitored medium. 3. Concentration Limits The concentration limits for each constituent of concern are as follows: a. for naturally occuning constituents of concern, the concentration limit shall be the calculated statistical concentration limit. b. for anthropogenic (not naturally 9Ccurring) constituents, which have no natural and. therefore, no background values, the concentration limit (water quality protection standard) shall be the detection limit of the analytical method(s) used. The Discharger shall use the data analysis method approved by the Executive Officer, and the groundwater quality data obtained from the detection monitoring program to update the concentration limits annually in accordance with §20415(e)(1O)(B) of Title 27. The Discharger shall submit the updated concentration limits to the Executive Officer for review and approval in the annual monitoring report. The Discharger shall be allowed to make a demonstration to establish concentration limits based upon reference to historical data in accordance with §20415(e)(lO)(A) of Title 27. The demonstration is subject to the statistical analysis criteria contained in §20415(e) of Title 27, and shall be reviewed and approved by the Executive Officer. If the demonstation is approved, the Discharger shall submit the historical concentration limits to the Executive Officer for reveiw and approval in the annual monitoring report. For successive annual monitoring reports having the same constituent concentration Jimits as the previous year, the Discharger shall include a demonstration to justify the unchanged values. Any annual demonstrations shall be reveiwed and approved by the Executive Officer. 4. Point of Compliance The point of compliance for each waste management unit is the vertical surface located at the hydraulically downgradient limit of the waste management unit that extends through the uppennost aquifer underlying the unit. MONITORING AND REPORTING PROGRAM ORDER NO. S-OO-mJ COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANlT ARY lANDFILL KERN COUNTY S a. Monitoring Points All downgradient wells established for groundwater monitoring shall constitute the monitoring points for the groundwater quality protection standard. All approved monitoring wells, unsaturated zone monitoring devices, leachate, and sulface water monitoring points shall be sampled and analyzed for monitoring parameters and constituents of concern as indicated and listed in Tables I through IV. S. Compliance Period The compliance period for each waste management unit shall be the number of years equal to the active life of the waste management . unit plus the closure period. The compliance period is the minimum period during which the Discharger shall conduct a water quality monitoring program subsequent to a release from the unit. The compliance period shall begin anew each time the Discharger initiates an evaluation monitoring program. D. MONITORING The Discharger shall comply with the detection monitoring provisions of Title 27 for groundwater, surface water, and the unsaturated zone, in accordance with Detection Monitoring Specifications E.2 and E.3 of waste discharger requirements Order No. 5-00-023. Detection monitoring for a new facility, a new waste management unit, or an expansion of an existing waste management unit shall be installed, operational, and the first round of samples collected prior to the discharge of wastes. All monitoring shall be conduCted in accordance with a Sample Collection and Analysis Plan, which includes quality assurance/quality control standards and the analysis of unfiltered samples. that are acceptable to the Executive Officer. Method detection liniits and practical quantitation limits shall be reported. All peaks, shall be reported, including those which cannot be quantified and/or specifically identified. Metals shall be analyzed in accordance with the methods listed in Table VI. The, Discharger may use alternative analytical test methods, including new EPA approved methods, provided the methods have method detection limits equal to or lower than the analytical methods specified in this Monitoring and Reporting Program. MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNfYOFKERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION AR VIN SANITARY lANDFllL KERN COUNTY 6 1. Groundwater The Discharger shall install and operate a groundwater detection monitoring system that complies with the applicable provisions of §20415 and §20420 of Title 27 in accordance with a Detection Monitoring Plan approved by the Executive Officer. The Discharger shall collect, preserve,. and transport groundwater samples in accordance with the approved Sample Collection and Analysis Plan. The Discharger shall determine groundwater flow rate and direction in the uppermost aquifer and in any zones of perched water and in any additional zone of saturation monitored pursuant to this Monitoring and Reporting Program, and report the results semi-annually, including the times of highest and lowest elevations of the water levels in the wells. The groundwater elevation in each well shall be measured prior to purging, each time the well is sampled. Groundwater elevations in wells that monitor the same waste management facility shall be measured within a period of time short enough to avoid temporal variations in flow which could preclude accurate groundwater flow rate and direction detennination. Additionally, hydrographs of each well shall be prepared showing the elevation of groundwater with respect to the elevations of the top and bottom of the screened interval and the elevation of the pump intake. Hydrographs of each well shall be prepared quarterly and submitted annually. Groundwater samples shall be collected from the point of compliance wells, background wells, and any additional wells added as part of the approved groundwater monitoring system. Samples shall be collected and analyzed for the monitoring parameters in accordance with the methods and frequency specified in Table I. In each monitoring report, all monitoring parameters shall be graphed so as to show historical trends at each well. In lieu of graphs in each semiannual ' monitoring report, the Discharger may include a detailed discussion of constituent trends. The discussion shall include listings of constituents displaying increasing and/or decreasing trends; newly identified detections of VOCs; newly identified detections of inorganic constituents at or above established concentration limits; and detections of constituents at or above MCLs. The monitoring parameters shall also be evaluated with regards to the cation/anion balance, and the results shall be graphically presented using a Stiff diagram or a Piper graph. Stiff diagrams or Piper graphs shall be prepared for all groundwater monitoring well~ every five years. Samples for the constituents of concern specified in Table I shall be collected and analyzed in accordance with the methods listed in Table VI every five years. MONITORING AND REPORTING PROGRAM ORDER NO. 5..()(M)23 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND cONSTRUCflON ARVIN SANlT ARY lANDFllL KERN COUNTY 7 2. . Unsaturated Zone Monitoring The Discharger shall install and operate an unsaturated zone detection monitoring system that complies with the applicable provisions of §20415 and §20420 of Title 27 in accordance with a detection monitoring plan approved by the Executive Officer. The Discharger shall collect, preserve, and transport samples in accordance with the quality assurance/quality control standards contained in the approved Sample C:Ollection and Analysis Plan. Unsaturated zone samples shall be collected from the monitoring devices and background monitoring devices of the approved unsaturated zone monitoring system. Samples shall be collected and analyzed for the listed constituents in accordance with the methods and frequency specified in Table II. All monitoring parameters shall be graphed so as to show historical trends at each monitoring point. Samples for the constituents of concern specified in Table II shall be collected and analyzed in . accordance with the methods listed in Table VI every five years. The pan lysimeters shall be checked monthly for liquid and monitoring shall include the volume of liquid recovered. Unsaturated zone monitoring reports shall be included with the corresponding semi-annual groundwater monitoring and shall include an evaluation of potential impacts of the facility on the unsaturated zone and compliance with the water quality protection standard. 3. Leachate Monitoring All waste management unit leachate collection and removal system sumps shall be . inspected weekly for leachate generation. Upon detection of leachate in a previously dry leachate collection and removal system, leachate shall be sampled and analyzed for the constituents listed in Table m. Leachate monitoring shall be conducted as specified in Table ill in accordance with the methods listed in Table VI. The constituents of concern list shall include all constituents listed in Table VI. The quantity of leachate pumped from each sump shall be measured weekly and reported as Leachate Flow Rate (in gallons/day). Upon detection of any leachate seeps at the unlined waste management unit, the leachate shall be sampled and analyzed for the constituents listed in Table m in accordance with the methods listed in Table VI. The quantity of Jeachate shall be estimated and reported as Leachate Flow Rate (in gallons/day). MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION . AR VIN SANITARY LANDFIll.. KERN COUNTY 8 4. Facility Monitoring a. Facility Inspection Annually, prior to the anticipated rainy season, but no later than 30 September, the Discharger shall conduct an inspection of the facility. The inspection shall assess damage to the drainage control system, groundwater monitoring equipment (including. wells, etc.), and shall include the Standard Observations defined in the Standard Provisions and Reporting Requirements (Definition 24). Any necessary construction, maintenance, or repairs shall be completed by 31 October. By 15 November of each year, the Discharger shall submit an annual report describing the results of the inspection and the repair measures implemented, b. Storm Events The Discharger shall inspect all precipitation, diversion, and drainage facilities for damage within 7 days following major stonn events. Necessary repairs shall be completed within 30 days of the inspection. The Discharger shall report any damage and subsequent repairs within 45 days of completion of the repairs. The Discharger shall implement the above monitoring program on the effective date of this Program. Ordered by: 28 J anuarv 2000 (Date) RCS/REH MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFIlL KERN COUNTY 9 T ABLE I GROUNDWATER DETECTION MONITORING PROGRAM Parameter Units Frequency Field Parameten Groundwater Elevation Ft & hundredths, M.S.L. Quarterly Temperature Of Semi-annual Specific Conductance µmhoslcm Semi-annual pH pH units Semi-annual Turbidity Turbidity units Semi-annual Monitoring Parameten Total Dissolved Solids (TDS) mgIL Semi-annual Chloride mgIL Semi-annual Carbonate mgIL Semi-annual Bicarbonate mgIL Semi-annual Nitrate - Nitrogen mgIL Semi-annual Sulfate mgIL Semi-annual Calcium mg/L Semi-annual Magnesium mg/L Semi-annual Potassium mg/L Semi-annual Sodium mgIL Semi-annual V olatile Organic Compounds µgIL Semi-annual (USEP A Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon mg/L 5 years Inorganics(düssolved) mg/L 5 years Volatile Organic Compounds µgIL 5 years (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds µgIL 5 years (USEP A Method 8270) Chlorophenoxy Herbicides µgIL 5 years (USEPA Method 8150) Organophosphorus Compounds µgIL 5 years (USEP A Method 8141) MÖNITORlNG AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCI10N ARVIN SANITARY LANDFITl KERN COUNTY 10 TABLE n UNSA TURA TED ZONE DETECTION MONITORING PROGRAM SOIL-PORE GAS Parameter Units Frequency Monitoring Parameters Volatile Organic Compounds µgfcmJ Semi-annual (USEPA Method To..14) Methane % Quarterly " PAN LYSIMETERS (or other vadose zone monitoring device) Parameter Units Frequency Field Parameters Specific Conductance µmhoslcm Semi-annual pH pH units Semi-annual Monitoring Parameters Total Dissolved Solids (IDS) mg/L Semi-annual Carbonate mg/L Semi-annual Bicarbonate Alkalinity mg/L Semi-annual Chloride mgIL Semi-annual Sulfate mgIL Semi-annual Nitrate - Nitrogen mgIL Semi-annual Volatile Organic Compounds µgIL Semi-annual (USEPA Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon mgIL 5 years Inorganics (dissolved) mgIL 5 years Volatile Organic Compounds µgIL 5 years (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds µgIL 5 years (USEPA Method 8270) Chlorophenoxy Herbicides µgIL . 5 years (USEPA Method 8150) Organopb~phorus Compounds µgIL 5 years (USEP A Method 8141) MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUcnON ARVIN SANITARY LANDFIlL KERN COUNTY 11 TABLE In LEACHA TE DETECTION MONITORING PROGRAM Parameter Field Parameten Total Flow Flow Rate Specific Conductance pH Monitoring Parameters Total Dissolved Solids (TDS) Carbonate Bicarbonate Alkalinity Chloride Sulfate Nitrate - Nitrogen V olatile Organic Compounds (USEPA Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon Inorganics (dissolved) V olatile Organic Compounds (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds (USEPA Method 8270) Chlorophenoxy Herbicides (USEP A Method 8150) Organophosphorus Compounds (USEP A Method 8141) Units Frequency Gallons GallonslDay µmhoslcm pH units Monthly Monthly Monthly Monthly mgIL mgIL mgIL mgIL mgIL mgIL µgIL Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly mgIL mgIL µgIL µgIL µgIL µgIL 5 years 5 years 5 years 5 years 5 years 5 years MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 12 TABLE IV MONITORING PARAMETERS FOR DETECTION MONITORING Surrogates for Metallic Constituents: pH Total Dissolved Solids Specific Conductivity Chloride Sulfate Nitrate nitrogen Constituents included in VOC: USEPA Method 8260 Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform (Tribromomethane) Carbon disulfide Carbon tetrachloride Chlorobenzene Chloroditluoromethane Chlorofluoromethane Chloroethane (Ethyl chloride) Chloroform (Trichloromethane) Dibromochloromethane (Chlorodibromomethane) 1,2-Dibromo-3<hJoropropane (DBCP) 1,2-Dibromoethane (Ethylene dibromide; EDB) o-Dichlorobenzene (1,2-Dichlorobenzene) p-Dichlorobenzene (I ,4-Dichlorobenzene) Dichloroditluoromethane (CFC-12) Dichlorotluoromethane trans- I ,4-Dichloro-2-butene 1,I-Dichloroethane (Ethylidene chloride) 1,2-Dichloroethane (Ethylene dichloride) 1,I-Dichloroetbylene (1,1 -Dichloroethene; Vinylidene chloride) cis-I,2-Dichloroethylene (cis- I ,2-Dichloroethene) trans-l,2-Dichloroethylene (trans-l,2-Dichloroethene) 1,2-Dichloropropane (Propylene dichloride) cis-l,3-Dicbloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanooe (Methyl butyl ketone) Isopropylbenzene MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFllL KERN COUNTY 13 TABLE IV MONITORING PARAMETERS FOR DETECTION MONITORING Continued p-Isopropyltoluene Methyl bromide (Bromomethene) Methyl chloride (Chloromethane) Methylene bromide (Dibromomethane) Methylene chloride (Dichloromethane) Methyl ethyl ketone (MEK: 2-Butanone) Methyl iodide Oodomethane) Methyl tert-Butyl Ether 4-Methyl-2-pentanone (Methyl isobutylketone) Pentane Styrene 1,1,1,2- Tetrachloroethane 1,1.2,2- Tetrachloroethane Tetrachloroethylene (Tetrachloroethene; Perchloroethylene) Toluene 1,1, I-Trichloethane (Methylchloroforrn) 1,1,2- Trichloroethane Trichloroethylene (Trichloroethene) Trichlorofluoromethane (CFC-ll) 1,2,3- Trichloropropane 1,2,4- Trimethylbenzene 1,3,5- Trimethylbenzene Vinyl acetate Vinyl chloride Xylenes MONITORING AND REPORTING PROGRAM ORDER NO. 5'()()-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFllL KERN COUNTY 14 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Aluminum Antimony Barium Beryllium Cadmium Chromium Cobalt Copper Silver Tin Vanadium Zinc Iron Manganese Arsenic Lead Mercury Nickel Selenium Thallium Cyanide Sulfide USEPA Method 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 7061 7421 7470 7520 7741 7841 9010 9030 Inommics (dissOlved): Volatile Organic Compounds: USEPA Method 8260 Acetone Acetonitrile (Methyl cyanide) Acrolein Acrylonitrile Allyl chloride (3-ChJoropropene) Benzene Bis(2~thylhexyl) phthalate Bromochloromethane (Chlorobromomethane) Bromodichloromethane (Dibromochloromethane) Bromoform (Tribromomethane) Carbon disulfide Carbon tetrachloride CbIorobenzene CbIorodifluoromethane CbIorofluoromethane Cbloroethane (Ethyl chloride ~ MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCflON ARVIN SANITARY LAND~ KERN COUNTY 15 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Chloroform (Trichloromethane Chloroprene Dibromocbloromethane (Chlorodibromomethane) 1,2-Dibro~3<hloropropane (DBCP) l,2-Dibromoethane (Ethylene dribromide; EDB) o-Dichlorobenzene (1 ,2-Dichlorobenzene) m-Dichlorobenzene (1 ,3-Dichlorobenzene) p-Dichlorobenzene (1,4-Dichlorobenzene) trans-l ,4-Dichloro- 2-butene Dichlorodit1uoromethane (CFC-12) Dichlorot1uoromethane 1,I-Dichloroethane (Ethylidene chloride) 1,2-Dichloroethane (Ethylene dichloride) 1,1-Dichloroethylene (1, I-Dichloroethene; Vinylidene chloride) cis-I ,2-Dichloroethylene (cis- l,2-Dichloroethene) trans-I ,2-DichJoroethylene (trans- 1,2-Dichloroethene) l,2-Dichloropropane (Propylene dichloride) 1,3-Dichloropropane (Trimethylene dichloride) 2,2-Dichloropropane (Isopropylidene chloride) l,l-Dichloropropene cis-} ,3-Dichloropropene ttans-I ,3-Dichloropropene EthyIbenzene Hexachlorobutadiene 2-Hexanone (Methyl butyl ketone) Isobutyl alcohol Isodrin Isopropylbenzene p-Isopropyltoluene Methacrylonitrile Methyl bromide (Bromomethane) Methyl chloride (Chloromethane) Methyl ethyl ketone (MEK; 2-Butanone) Methyl iodide (Iodomethane) Methyl methacrylate Methyl ten-Butyl Ether 4-Methyl-2-pentanone (Methyl isobutyl ketone) Methylene bromide (Dibromomethane) Methylene chloride (Dichloromethane) Naphthalene Pentane Propionitrile (Ethyl cyanide) MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANlT ARY LANDFIlL .KERN COUNTY 16 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL MEmODS Continued Styrene 1,1,1,2- Tetrachloroethane 1,1,2,2- Tetrachloroethane Tetrachloroethylene (Tetrachloroethene; Perchloroethylene; PCE) Toluene 1,2,4- Trichlorobenzene l,t,I-Trichloroethane, Methylchloroform 1, I ,2- Trichloroethane Trichloroethylene (Trichloroethene; TCE) Trichlorofluoromethane (CFC-Il) 1,2,3- Trichloropropane 1,2,4- Trimethylbenzene 1,3,5-Trimethylbenzene Vinyl acetate Vinyl chloride (Chloroethene) Xylene (total) Semi-Volatile Organic Compounds: USEPA Method 8270 - base. neutral. & acid extractables Acenaphthene Acenaphthylene Acetophenone 2-Acetylaminofluorene (2-AAF) Aldrin 4-Aminobiphenyl Anthracene Benzo[ a]anthracene (Benzanthracene) Benzo[b]fluoranthene Benzo[k]fluoranthene Benzo[g,h,i]perylene Benzo[ a]pyrene Benzyl alcohol alpha-BRC beta-BHC delta-BRC gamma-BRC {Lindane} Bis(2-chloroethoxy)methane Bis(2-chloroethyl) ether (Dichloroethyl ether) Bis(2-chloro-l-methyethyl) ether (Bis(2-chloroisopropyl) ether; DC1P) 4-Bromophenyl phenyl ether Butyl benzyl phthalate (Benzyl butyl phthalate) MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 17 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Chlordane p-Chloroaniline Chlorobenzilate p-Chloro-DKresol (4-Chloro-3-methylphenol) 2-011oronaphthalene 2-Oll0r0phenol 4-ChIorophenyl phenyl ether Chrysene o-Cresol (2-methylphenol) m-Cresol (3-methylphenol) p-Cresol (4-methylphenol) 4,4':.DDD 4,4'-DDE 4.4'-DDT Diallate Dibenz[ a.b ] anthracene Dibenzofuran Di-n-butvl phthalate o-Dichlorobenzene (1,2-Dichlorobenzene) m-Dichlorobenzene (I ,3-Dichlorobenzene) p-Dicblorobenzene (1 ,4-Dichlorobenzene) 3,3'-Dichlorobenzidine 2,4-Dichlorophenol 2.6-Dichlorophenol Dieldrin Diethyl phthalate p-{Dimethylamino )azobenzene 7, 12-Dimethylbenz[ a]anthracene 3,3'-Dimethylbenzidine 2,4-Dimehtylphenol (m-Xylenol) Dimethvl phthalate m-Dinitrobenzene 4,6-Dinitro-o-cresol (4,6-Dinitro-2-methylphenol) 2,4-Dinitrophenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene Di-n-<>Ctyl phthalate Diphenylamine Endosulfan I Endosulfan n Endosulfan sulfate Endrin .. MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCfION ARVIN SANITARY LANDFllL KERN COUNTY 18 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Endrin aldehyde Ethyl methacrylate Ethyl methanesulfonate Famphur . Fluoranthene Fluorene Heptachlor HeptachJor epoxide HexachJorobenzene HexachJorobutadiene HexachJorocyclopentadiene Hexachloroethane Hexachloropropene Indem)( 1.2,3<.d)pyrene Isophorone Isosafrole Kepone MethapyriJene Methoxychlor 3-Methylcholanthrene Methyl methanesulfonate 2-Methylnaphthalene Naphthalene 1,4-Naphthoquinone I-Naphthylamine 2-Naphthylamine o-Nitroaniline (2-Nitroaniline) m-Nitroaniline (3-Nitroaniline) p-Nitroaniline (4-Nitroaniline) Nitrobenzene o-Nitrophenol (2-Nitrophenol) p-Nitrophenol (4-Nitrophenol) N-Nitrosodi-n-butylamine (Di-n-butylnitrosamine) N-Nitrosodiethylamine (DieØ1ylnitrosamine) N-Nitrosodimethylamine (Dimethylnitrosamine) N-Nitrosodiphenylamine (Diphenylnitrosamine) N-Nitrosodipropylamine (N-Nitroso-N~ipropylamine; Di-n-propylnitrosamine) N-Nitrosometbylethylamine (Methylethylnitrosamine) N-Nitrosopiperidine N-Nitrosospyrrolidine 5-Nitro-o-toluidine Pentachlorobenzene ; MONITORING AND REPORTING PROGRAM ORDER NO. 5-00-023 COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 19 TABLE V CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Pentachloronitrobenzene (PCNB) Pentachlorophenol PhenaCetin Phenanthrene Phenol p-Phenylenediamine Polychlorinated biphenyls (PCBs; Aroclors) Pronamide Pyrene Safrole 1,2,4,5- T etrachlorobenzene 2,3,4,6- Tetrachlorophenol 0- Toluidine Toxaphene 1,2,4- Trichlorobenzene 2.4.5- Trichloropheno 12,4,6-Trichlorophenol 0,0,0- Triethyl phosphorothioate sym- Trinitrobenzene Chlorophenoxy Herbicides: USEP A Method 8150 2,4-D (2,4-Dichlorophenoxyacetic acid) Dinoseb (DNBP; 2-sec-ButyI4,6~initrophenol) Silvex (2,4,5-Trichlorophenoxypropionic acid; 2,4,5-TP) 2,4,5- T (2,4,5- Trich1orophenoxyacetic acid) Organophosphorus Compounds: USEPA Method 8141 O,O-Diethyl 0-2-pyrazinyl phosphorothioate (Thionazin) Dimethoate Disulfoton Methyl parathion (parathion methyl) Parathion Phorate 0. 14" ~,~~ ... "..... ~. ""- . ~\ " . ''"' ""- \ \:';". \ ... .~~~~.. \ . . SYCAMORE RD. I ¡ , i I \ , \. ¡ '" 1 . ~MILLÙXRD. ; 'ltf I. . ......... . . .. ¡ .~..;. '....... C=··I i~ ......~··;I j~ ,.' ...~l·········· .~....... ...... .¡' '1 '.... .. ..\ '>. i ·1 .' ./ "! ""'- ' : I>" ¡ ... 11 .'/, 1">< /i6 / Copyright (c) 1997 Horizons Technology, Inc. .......\ .' ; '\......".. l ....... ../~ ¡ \ \ "'-." '~ ~ \ 31 , o Waste Management Facility Boundary II VenVirotek Lease N t Scale: 1° = 1445' P""\--_ - . o 1445 FEET BASE MAP SOURCE: USGS 7.5' WEED PATCH QUADRANGLE (RCS) .~ ~- It \t-!: .~ ATTACHMENT A FACILITY LOCATION MAP ARVIN SANITARY LANDFILL COUNTY OF KERN (2125198 ) Existing Monitoring Well Existing Vadose Zone Monitoring Point Landfill Water Supply Well Waste Management Facility Boundary aAR1-22 AR1.06 .IÎM:t;è'i ~ $AR1-OS VenVirotek 1-03 & $ . o D ~"'......'............ ..,<,-", :""i'" AR1-o1 "- "- AR1-21 $ AR1-02 . lEGEND AnACHMENT B SCHEMATIC REPRESENTATION of the - ARVIN SANITARY LANDFILL N i Waste Management Unit COUNTY OF KERN Approximate Scale: 1- = 600' P""\..o-....- . . o 600 FEET (RCS) (212~) INFORMATION SHEET ð ORDER NO. 5-00-23 COUNTY OF KERN FOR OPERATION AND CONSTRUCflON ARVIN SANITARY LANDFIIL KERN COUNTY The County of Kern owns and operates the Arvin Sanitary Landfill. The facility was originally operated as a bum dump as early as 1949, and was converted to a landfill in August 1971. Based on 1998 data, the waste management facility receives approximately 267 tons of municipal solid waste per day with an estimated remaining capacity of 550,393 cubic yards. Final capacity is anticipated by September 2000. It is approximately five miles west of Arvin and receives waste from the greater Arvin area, portions of Bakersfield, the communities of Lamont, Weedpatch, Greenfield, and Pumpkin Center, and the Lebec transfer station. A 127-acre unlined waste management unit exists within the 170-acre waste management facility property. The site is within a l00-year floodplain according to FEMA maps. Soils underlying the site are unconsolidated, consisting of interbedded gravels, sands, silts, and clays. Depth to groundwater is approximately 59 to 80 feet below the native ground surface, and exhibits a gradient toward the south. Monitoring data from one background well indicates that groundwater has a total dissolved solid range of 507 to 680 mgll, which exceeds the secondary drinking water standard established by the Department of Health Services. Groundwater monitoring has detected volatile organic compounds at concentrations in excess of the primary maximum contaminant levels for drinking water. Evaluation monitoring to determine the extent óf groundwater degradation has been implemented at the site. Completion of the evaluation monitoring program, modification of the detection monitoring program for full compliance with Title 27, and implementation of a corrective action program will be addressed in a subsequent Cleanup and Abatement Order. This Order implements groundwater detection monitoring and operation of the facility in accordance with the provisions contained in Title 27. RCS/REH: 1/2812000 o California Regional Water Quality Control Board Central Valley Region Steven T. Butler, Acting Chair @ ~ Winston H;.}Iickox Secreta!; for Environmental Prnl,rtinn Fresno Branch Office Internet Address: hltp:/fwww.swrcb.ca.gov/-rwqcb5 3614 East Ashlan Avenue. Fresno. California 93726 Phone (559) 445-5116' FAX (559) 445-5910 Gray Davis Govemor 19 November 1999 Ms. Daphne H. Washington Kern County Waste Management Department 2700 M Street, Suite 500 Bakersfield, CA 93301 , , - "-, . '\ ,j r '(0" :.' -;' '] ~~ r( þ 1 '.~ ',..' ~;¡:' t~ NOTICE TENTATIVE WASTE DISCHARGE REQUIREMENTS FOR COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY Any comments or recommendations you may have concerning this tentative Order should be submitted to this office in writing by 31 December 1999 in order that consideration may be given them prior to the meeting of the Regional Board. If you have any questions, please call Ronald Holcomb of this office at (559) 445-6050. ~(}~ DANE S. JO~ON Senior Engineeririg Geologist CRG No. 4239 Enclosure cc: U.S. Environmental Protection Agency, Region 9, San Francisco Mr. Tim Regan, Office of Chief Counsel, State Water Resources Control Board, Sacramento Ms. Elizabeth Haven, Division of Clean Water Programs, State Water Resources Control Board, Sacramento California Integrated Waste Management Board, Sacramento Department of Health Services, Office of Drinking Water, Fresno dsjlrehlu: landfilVrehlkemnowl Arvinlaslwdr/asltncl.doc California Environmental Protection Agency o Recycled Paper TENTATIVE WASTE DISCHARGE REQUIREMENTS ARVIN SANITARY LANDFILL KERN COUNTY -2- ~ Department of Fish and Game, Region IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Department of Environmental Health Services, Bakersfield Kern County Department of Planning and Development Services, Bakersfield . Kern County Air Pollution Control District, Bakersfield Kern County Water Agency, Bakersfield Mr. Howard Wines, City of Bakersfield, Bakersfield ds j/rehlu :landfilllrehlk&dII 999/wdr/kdnphcl.doc California Environmental Protection Agency Recycled Paper 19 November 1999 i' CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION ORDER NO. WASTE DISCHARGE REQUIREMENTS FOR COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that: 1. The County of Kern (hereafter Discharger) owns and operates a municipal solid waste landfill approximately five miles west of the City of Arvin, in Section 31, T31S, R29E, MDB&M, as shown in Attachment A, which is incorporated herein and made part of this Order. 2. The existing waste management unit consists of one existing unlined waste management unit covering 127 acres, as shown in Attachment B, which is incorporated herein and made part of this Order. The facility is comprised of Assessor's Parcel Number (APN) 189-330- 20-00-0. 3. The Discharger may expand the waste management unit for the discharge of municipal solid waste to an area of approximately 15 acres within the SW 1/4 of the NW 1/4 of Section 31, T31S, R29E, MDB&M. 4. On 14 August 1992, the Board adopted Order No. 92-163, which prescribes waste discharge requirements for the existing waste management unit. The facility is classified as a Class ill landfill which accepts municipal solid waste in accordance with Title 27, California Code of Regulations, §20005, et seq. (Title 27). 5. On 17 September 1993, the Board adopted Order No. 93-200, amending Order No, 92-163 and implementing State Water Resources Control Board Resolution No. 93-62, Policy for Regulation of Discharges of Municipal Solid Waste. 6. This Order updates the waste discharge requirements for the facility in conformance with/ the California Water Code and Title 27, and the revisions and policies adopted hereunder, and removes the facility from Attachment 1 of Order No. 93-200. This Order also DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COUNTY OF KERN . FOR OPERATION AND CONSTRUCTION l' ARVIN SANITARY LANDFll.L KERN COUNTY -2- addresses operation of the unlined waste management unit and construction of any lateral expansion or new waste management unit. 7. Based on 1998 data, the waste management facility receives approximately 267 tons of municipal solid waste per day with an estimated remaining capacity of 550,393 cubic yards. Final capacity is anticipated by September 2000. '. .~ SITE DESCRIPTION 8. The facility is in a topographically flat region of the Tulare Lake Hydrologic Basin of the San Joaquin Valley. The native ground surface elevation ranges between approximately 360 feet above mean sea level at the northeast boundary of the facility and 345 feet above mean sea level at the southwest facility boundary. The ground surface slopes approximately 22 feet per mile toward the southwest. 9. The waste management facility is on Quaternary alluvial deposits. The soils underlying the facility are unconsolidated soils, consisting of interbedded gravels, sands, silts, and clays. 10. The measured hydraulic conductivity of the native soils underlying the waste management unit range between 9 x 10-4 and 4 x 10-7 cm/sec. 11. The waste management facility is not within a fault hazard zone. The closest Holocene fault is the White Wolf Fault, approximately five miles to the south. A Richter scale magnitude 7.7 earthquake occurred along the White Wolf Fault in 1952. 12. An abandoned non-hazardous oil field waste processing facility, formerly operated by V en Virotek, is located on a 5-acre parcel within the southwest comer of the waste management facility property. An estimated 200,000 cubic yards of impacted soil, and other processing equipment remain. Waste Discharge Requirements, Order No. 92-199, were adopted naming both VenVirotek and Kern County as co-dischargers for the waste processing facility. 13. Landwithin 1,000 feet of the facility is used for cultivated crops and vacant land. A former residence domestic well (California State Well No. 31129-30POl) is located approximately 150 feet north ofthe facility. The Discharger has identified well 31129-30POl as a potential source of additional water for operations at the waste management facility. Well 31/29- 30POl is shown on Attachment B. 14. The facility receives an average of 6.1 inches of precipitation per year as determined from data collected by the Department of Water Resources. The mean evaporation is 87 inches DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COµNTY OF KERN FOR OPERA nON AND CONSTRUCTION " ARVIN SANITARY LANDFILL KERN COUNTY -3- per year as determined from evaporation data collected by the Department of Water Resources between 1967 and 1978. 15. The 1oo-year, 24-hour precipitation event for the facility is estimated to be 2.5 inches, as determined from data furnished by the National Weather Service. 16. The waste management facility is within a 100-year floodplain based on the Federal Emergencý Management Agency's (FEMA) Flood Insurance Rate Map, Community-Panel Number 060075 BOOB, dated 29 September 1986. 17. There are ten municipal, domestic" industrial, or agricultural supply wells within a I-mile , radius of the site. No surface springs or other sources of groundwater supply have been observed. 18. The landfill water supply well (California State Well No. 31/29-31D1) is located at the northwest comer of the waste management unit. The well was drilled to a total depth of 320 feet below ground surface. A surface seal reportedly exists to 50 feet below ground surface. The remainder of the borehole is gravel packed. SURFACE AND GROUND WATER CONDITIONS 19. The Board adopted the Water Quality Control Plan for the Tulare Lake Basin; Second Edition (hereafter Basin Plan), that designates beneficial uses and contains water quality objectives for all waters of the Basin. This Order implements the Basin Plan. 20. Surface drainage is toward the Kern Lake Bed in the Kern Delta Hydrologic Area (557.10) of the Tulare Lake Basin. 21. The designated beneficial uses of surface waters on the valley floor, as specified in the Basin Plan, are agricultural supply, industrial service and process supply, contact and noncontact water recreation, wann fresh water habitat, preservation of rare, threatened and endangered species, and groundwater recharge. 22. The first encountered areal groundwater is approximately 59 to 80 feet below the native ground surface. Groundwater elevations range from 280 feet MSL to 288 feet MSL. 23. Monitoring data indicates that the groundwater is unconfined. The depth to groundwater fluctuates seasonally as much as 11 feet. 24. The current direction of groundwater flow beneath the waste management facility is from the northwest toward the south. The average groundwater gradient is approximately 0.004 DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COUNTY OF KERN . FOR OPERATION AND CONSTRUCTION " ARVIN SANITARY LANDFILL KERN COUNTY -4- feet per foot. The groundwater velocity has been reported as seven to ten feet per year. The direction of groundwater flow has varied between southeast and southwest. 25. Monitoring data from upgradient monitoring well AR1-01 indicates that groundwater collected from this well from 1989 through 1998 has a specific electrical conductivity that ranges from 863 to 1,540 micromhos/cm, and Total Dissolved Solids ranging from 507 to 680 mgll. The quality of groundwater from AR1-01 exceeds the secondary drinking water standards established by the Department of Health Services for electrical conductivity and Total Dissolved Solids. Three additional background monitoring wells were installed in November 1997. Wells AR1-06 and ARI-22 were installed upgradient from the landfill. Well ARl-21 was installed sidegradient from the landfill. Wells ARl-21 and ARl-22 monitor first encountered groundwater, while well ARI-06 was completed approximately 80 feet below first encountered groundwater. Monitoring data from deep upgradient well AR1-06, upgradient well ARl-22, and side gradient well ARI-21 indicate that groundwater collected from these wells from May 1998 through January 1999 have electrical conductivity ranges from 434 to 617; 4,240 to 5,070; and 644 to 1,034 micromohs/cm, respectively. The range of Total Dissolved Solids in wells ARI-06, ARl-21, and ARl-22 for the same time period is 272 to 294; 3,120 to 3,880; and 436 to 493 mgll, respectively. The quality of groundwater from AR1-06 meets the secondary drinking water standards established by the Department of Health Services for electrical conductivity and Total Dissolved Solids. The quality of groundwater in well ARl-21 exceeds the secondary drinking water standards for electrical conductivity and Total Dissolved Solids. The quality of groundwater in well ARl-22 exceeds the secondary drinking water standard for electrical conductivity and meets the secondary drinking water standard for Total Dissolved Solids. 26. The designated beneficial uses of the groundwater, as specified in the Basin Plan, are domestic and municipal, agricultural, and industrial supply. 27. State Water Resources Control Board Order No. 97-03-DWQ (General Permit No. CASOOOOO 1), amended 17 April 1997, specifies waste discharge requirements for discharges of storm water associated with industrial activities, excluding construction activities, and requiring submission of a Notice Of Intent by industries to be covered under the permit. Waste disposal at landfills, including inert disposal facilities, is considered an industrial activity requiring submittal of a Notice Of Intent for coverage under the general permit if storm water is to be discharged off-site. The Discharger submitted a Notice of Intent on 27 August 1997, and a Storm Water Pollution Prevention Plan and Monitoring Program Reporting Requirements on 12 June 1998. Storm water runoff is proposed to be DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COUNTY OF KERN . FOR OPERATION AND CONSTRUCTION í' ARVIN SANITARY LANDFilL KERN COUNTY -5- impounded or temporarily detained in an excavation located adjacent to the unlined waste management unit in the SW 1/4 of the NW1/4 of Section 31, T31 S, R29E, MDB&M, WASTE AND SITE CLASSIFICATION 28. The discharge consists of putrescible and nonprutrescible municipal solid wastes and non- friable asbestos, These wastes are classified as 'nonhazardous solid waste' or 'inert waste' using the criteria set forth in Title 27. 29. The site characteristics where the waste management unit is located (see Finding No. 10) do not meet the siting criteria for a Class ill landfill contained in §20260(a) and (b)(1) of Title 27. As su~h, the site is not suitable for the discharge and containment of Class ill wastes. Therefore, in order to discharge the wastes described in Finding No. 28, additional waste containment measures are required in accordance with §20260(b)(2) of Title 27 and State Water Resources Control Board Resolution No. 93-62 for any lateral expansion of the waste management unit. 30. The Discharger may construct a lateral expansion within the waste management facility property. The liner system will need to be designed, constructed, and operated to prevent migration of w~tes from the waste management unit to adjacent natural geologic materials, groundwater, or surface water during disposal operations, closure, and the post-closure maintenance period in accordance with the criteria set forth in Title 27 for a Class ill landfill, and the provisions in State Water Resources Control Board Resolution No. 93-62 for municipal solid wastes. GROUNDWATER MONITORING :u. The Discharger is required to monitor the groundwater and vadose zone in accordance with Title 27. 32. This Order requires that the groundwater and vadose zone detection monitoring devices be installed, operational, and the first round of samples analyzed prior to the discharge of waste to any waste management unit expansion. 33. Nine groundwater monitoring wells have been installed at the waste management facility for detection monitoring purposes. The existing groundwater detection monitoring system consists of down gradient monitoring wells ARI-02, ARI-03, ARI-04, ARI-05, ARl-23, upgradient monitoring wells ARI-Ol, ARI-06, ARl-21, and sidegradient well ARl-22. The elevation of static groundwater in wells ARI-Ol, ARI-02, ARI-03, ARI-04, and ARl- DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COUNTY OF KERN , FOR OPERATION AND CONSTRUCTION i' ARVIN SANITARY LANDFILL KERN COUNTY -6- 05 exceeds the elevation of the top of screened interval in each well. The elevation of groundwater above the screened interval currently ranges from one to twenty one feet. Excluding well ARl-23, completed approximately ninety-five feet below the elevation of static groundwater when drilled, the elevation of the pump intakes in each downgradient well is below the elevation of static groundwater by a range of eleven to fifty-six feet. 34. The vadose zone monitoring system for the unlined waste management unit consists of two moisture block/gas probe clusters (ARl-07 and ARl-08), installed at the base of refuse. 35. The Discharger has implemented an Evaluation Monitoring Program for the existing waste management unit, but has not completed the delineation of the vertical and lateral extent of the groundwater degradation in accordance with the time schedule in Title 27. Details of the work accomplished and the work remaining to complete the Evaluation Monitoring Program will be addressed in a subsequent Cleanup and Abatement Order. 36. The Discharger's detection monitoring program for groundwater does not satisfy the requirements contained in Title 27 due to an insufficient number of groundwater monitoring wells and no established concentration limits. A subsequent Cleanup and Abatement Order will require the Discharger to bring the, Detection Monitoring Program into full compliance with Title 27 in accordance with an approved time schedule. GROUNDWATER DEGRADATION 37. Groundwater monitoring performed at the landfill has detected volatile organic compounds (VOCs) in samples collected from on-site monitoring wells since 1990. Groundwater analyses have repeatedly detected the following waste constituents at concentrations above water quality objectives (primary Maximum Contaminant Level): benzene; 1,1- dichloroethane; methylene chloride; tetrachloroethene (PCE); trichloroethene (TCE); and vinyl chloride. Other constituents repeatedly detected in wells at concentrations below water quality goals include: acetone; bis (2-ethylhexyl) phthalate; benzyl butyl phthalate; chlorobenzene; chlorodit1uoromethane; chlorot1uoromethane; chloroform; dichlorodit1uoromethane (Freon 12); 1, l-dichloroethene; cÏs-l ,2-dichloroethene; dichlorot1uoromethane; 1,2-dichloropropane; ethylbenzene; isopropylbenzene; p-isopropyl toluene; pentane; toluene; 1,1, I-trichloroethane; trichlorotluoromethane (Freon 11); 1,2,4-trimethylbenzene; 1,3,5-trimethylbenzene; and total xylenes. 38. Constituents detected in evaluation monitoring hydropunch borings include: acetone; benzene; bromodichloromethane; bromoform; chloroform; chloromethane; dibromochloromethane; dichloroditluoromethane (Freon 12); 1, I-dichloroethane; DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COJJNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFll..L KERN COUNTY -7- isopropylbenzene; methyl ethyl ketone; methylene chloride; naphthalene; n-propylbenzene; PCE; 1,1, I-trichloroethane; TCE; trichlort1uoromethane (Freon 11); 1,2,4- trimethylbenzene; 1,3,5-trimethylbenzene; and toluene. 39. Constituents detected in down gradient monitoring well ARl-23, completed 100 feet below the depth of first continuous groundwater, include: chloroform; dichlorodifluoromethane (Freon 12); 1,I-dichloroethane; isopropylbenzene; methylene chloride; tetrachloroethene (PCE); toluene; trichloroethene (TCE); and 1,1 ,2-trichloro-1 ,2,2-trifluoroethane. 40. Constituents detected in a sample collected from the landfill water supply well include dichlorodifluoromethane (Freon 12) and methylene chloride. The compounds benzidine and endrin aldehyde were tentatively identified. CONSTRUCTION AND ENGINEERED ALTERNATIVE 41. On 17 June 1993, the State Water Resources Control Board adopted Resolution No. 93-62 implementing a State Policy for the construction, monitoring, and operation of municipal solid waste landfills that is consistent with the federal municipal solid waste regulations promulgated under Title 40, Code of Federal Regulations, Part 258 (Subtitle D). 42. Resolution No. 93-62 requires the construction of composite liner systems at municipal solid waste landfills that receive wastes after 9 October 1993. The prescriptive standard for a composite liner system consists of a minimum 40-mil thick (60 mil for HDPE) upper synthetic flexible membrane component and lower soil component of compacted clay a minimum of two feet thick with a hydraulic conductivity not to exceed 1 x 10-7 em/sec. 43. Resolution No. 93-62 also allows the Board to consider the approval of engineered alternatives to the prescriptive standard. Section ill.A.b. of Resolution No. 93-62 requires that the engineered alternative be of a composite design similar to the prescriptive standard. 44. Section 20080(b) of Title 27 allows the Board to consider the approval of an engineered alternative to the prescriptive standard. In order to approve an engineered alternative in accordance with §20080(c)(l) and (2), the Discharger must demonstrate that the prescriptive design is unreasonably and unnecessarily burdensome and will cost substantially more than an alternative which will meet the criteria contained in §20080(b), or would be impractical and would not promote attainment of applicable performance standards. The Discharger must also demonstrate that the proposed engineered alternative is consistent with the performance goal addressed by the particular prescriptive standard, and provides protection against water quality impairment equivalent to the prescriptive standard in accordance with §20080(b )(2) of Title 27. DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COµNTY OF KERN FOR OPERATION AND CONSTRUCTION , ARVIN SANIT AR Y LANDFllL KERN COUNTY -8- 45. Section 1 3360(a)(1) of the California Water Code allows the Board to specify the design, type of construction, and/or particular manner in which compliance must be met in waste discharge requirements or orders for the discharge of waste at solid waste disposal facilities. 46. The Discharger has not yet submitted a design plan for an expansion of the Arvin Sanitary Landfill. 47. Prior to an ex.pansion of the existing waste management unit, the Discharger will need to submit for Executive Officer approval, design and construction CQA plans for expansion of the waste management unit. 48. An unsaturated zone monitoring system will need to be installed beneath the composite liner system of any lateral expansion in accordance with § 20415 (d) of Title 27. 49. Construction will proceed only after all applicable design, construction plans, and construction quality assurance plans have been approved by the Executive Officer. CEQA CONSIDERATIONS 50. The action to update waste discharge requirements for this facility is exempt from the provisions of the California Environmental Quality Act (CEQA), Public Resource Code §21000, et seq., and the CEQA guidelines, in accordance with Title 14, CCR, §15301, et seq. OTHER CONSIDERATIONS 51. On 9 October 1991, the United States Environmental Protection Agency (USEPA) promulgated regulations (Title 40, Code of Federal Regulations, Parts 257 and 258, "federal municipal solid waste [MSW] regulations" or "Subtitle D") that apply, in California, to dischargers who own or operate Class II or Class III landfill units at which municipal solid waste is discharged. The majority of the federal MSW regulations became effective on the "Federal Deadline", which was 9 October 1993. The USEPA has deemed the State of California to be an approved state, meaning that compliance with the applicable state regulations constitutes compliance with the federal Subtitle D regulations. These requirements implement the appropriate state regulations in lieu of Subtitle D. 52. These requirements implement the prescriptive standard and performance goals of Title 27, California Code of Regulations, §20005 et seq. (Title 27). 53. These requirements implement the Water Quality Control Plan for the Tulare Lake Basin, Second Edition, 1995. DRAFT WASTE DISCHARGE REQUIREMENTS, ORDER NO. COUNTY OF KERN , FOR OPERATION AND CONSTRUCTION , ARVIN SANITARY LANDFILL KERN COUNTY -9- 54. The requirements implement State Water Resources Control Board Resolution No. 93-62, Policy for Regulation of Discharges of Municipal Solid Waste, which implement the federal Subtitle D regulations. 55. All local agencies with jurisdiction to regulate land use, solid waste disposal, air pollution, and to protect public health have approved the use of this sitc~ for the discharges of waste to . land stated herein. 56. The Board has notified the Discharger and interested agencies and persons of its intention to update the waste discharge requirements for this facility. 57. In a public hearing, the Board heard and considered all comments pertaining to this facility . and discharge. IT IS HEREBY ORDERED that Order No. 92-163 is rescinded, and Attachment I of Order No. 93-200 is amended to delete the Arvin Sanitary Landfill, which is on line No. 55, and that the County of Kern, Kern County Waste Management Department, its agents, successors, and assigns, in order to meet the provisions of Division 7 of the California Water Code and the regulations adopted hereunder, shall comply with the following: A. PROHIBITIONS 1. The discharge of 'hazardous waste' at this facility, except waste that is hazardous due only to its friable asbestos content, is prohibited. The discharge of 'designated waste' at this facility is prohibited. For the purposes of this Order, the tt~rm 'hazardous waste' is as defined in Title 23 California Code of Regulations, Section 2510 et seq., and 'designated waste' is as defined in Title 27. 2. The discharge of wastes outside of a waste management unit or portions of a waste management unit specifically designed for their containment is prohibited. 3. The discharge of solid waste, liquid waste, leachate, lOr waste constituents to surface waters, ponded water, surface water drainage courses, or groundwater is prohibited. 4. The discharge of liquid or semi-solid waste (i.e., waste containing less than 50 percent solids), except dewatered sewage or water treatment sludge, or on-site generated leachate or landfill gas condensate, above a composite liner as provided in §20220(c) of Title 27, is prohibited. DRAFT WASTE DISCHARGE REQUIREMENTS COUNTy OF KERN FOR OPERATION AND CONSTRUCTION ARV1N SANITARY LANDFILL KERN COUNTY -10- 5. The discharge of solid waste containing free liquid or moisture in excess of the waste's moisture holding capacity is prohibited. 6. The discharge of waste within loo feet of surface waters is prohibited. 7. The discharge shall not cause the pollution or degradation of groundwater via the release of waste constituents in either liquid or gaseous phase. 8. The discharge of wastes shall not cause the pollution or degradation of any water supply. 9. The discharge of wastes which have the potential to reduce or impair the integrity of . containment structures or which, if commingled with other wastes in the waste management unit, could produce violent rèaction, heat or pressure, fire or explosion, toxic by-products, or reaction products, which, in turn: a. require a higher level of containment than provided by the unit; or b. are 'restricted hazardous wastes'; or c. impair the integrity of containment structures; is prohibited. 10. The discharge shall not cause any increase in the concentration of waste constituents in soil or other geologic materials outside of the waste management unit if such waste constituents could migrate to waters of the State and cause a condition of degradation, pollution, or nuisance. 11. The discharge of any additional waste to a waste management unit after it is closed is prohibited. B. DISCHARGE SPECIFICATIONS 1. Wastes shall only be discharged to either: a. that portion of an existing waste management unit that was permitted and/or received wastes prior to the Federal Deadline of 9 October 1993; or DRAFT WASTE DISCHARGE REQUIREMENTS COJJNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFilL KERN COUNTY -11- b. to an area equipped with a composite liner containment system that meets the requirements for both liners and leachate collection and removal systems specified below. 2. A minimum separation of 5 feet shall be maintained between the base of the wastes and the highest anticipated elevation of underlying groundwater, including the capillary fringe. 3. Water used for facility maintenance shall be limited to the minimum amount necessary for dust control, construction, and, after closure, to the minimum amount necessary to irrigate cover vegetation or for other uses approved by the Executive Officer. 4. Leachate collected from the landfill shall be discharged to an appropriate waste management unit in accordance with Title 27 and in a manner consistent with the waste classification of the leachate, or discharged on-site to a waste management. unit or portion of a waste management unit that has a composite liner and a leachate collection and removal system. 5. Gas condensate collected from any landfill gas control systems installed at the waste management unit and proposed for discharge to land, shall be discharged to an appropriate waste management unit in accordance with Title 27 and in a manner consistent with the waste classification of the condensate, or discharged on-site to a waste management unit or portion of a waste management unit that has a composite liner and a leachate collection and removal system. 6. Neither the treatment nor the discharge of wastes shall cause a pollution or nuisance as defined by the California Water Code, § 13050. 7. The Discharger shall, in a timely manner, remove and relocate any wastes discharged at this facility in violation of this Order. C. FACILITY SPECIFICATIONS 1. Waste management units and containment structures shall be designed and . constructed to limit, to the greatest extent possible, ponding, infiltration, inundation, erosion, slope failure, washout, and overtopping as a result of a 1oo-year, 24-hour precipitation event. DRAFT WASTE DISCHARGE REQUIREMENTS' COUNTy OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -12- 2. Precipitation and drainage control systems shall be designed, constructed, and maintained to accommodate the anticipated volume of precipitation and peak flows from surface runoff under the lOG-year, 24-hour precipitation conditions. 3. Cover materials shall be graded to divert precipitation from the waste management unit, to prevent the ponding of surface water over wastes, and to resist erosion as a result of a lOO-year, 24-hour precipitation event. 4. Interim cover placed over wastes discharged to any waste management unit shall be designed and constructed to minimize the percolation of liquids through wastes. 5. Waste management units or portions of waste management units shall be designed, constructed, and operated in compliance with precipitation and flood conditions contained in the Standard Provisions and Reporting Requirements referenced in Provision F.5 below. 6. All drainage control systems shall be designed and constructed to prevent the ponding of water above wastes. 7. Surface drainage from tributary areas and internal site drainage from surface or subsurface sources shall not contact or percolate through wastes. 8. Areas with slopes greater than ten percent, surface drainage courses, and areas subject to erosion by wind or water shall be designed and constructed to prevent such erosion. . 9. An earthen cover shall be maintained over all but the active disposal area of the waste management unit. This area shall be properly graded and drained to prevent ponding and infiltration. The cover over the waste management unit shall be approved by the California Integrated Waste Management Board in accordance with §20680 of Title 27. Any alternative daily cover material shall be approved by the Executive Officer to ensure that it will be protective of water quality. 10. The Discharger shall submit information that demonstrates for Executive Officer review and approval, that the waste management unites) will not restrict the flow of the l00-year flood, reduce the temporary water storage capacity of the floodplain, or result in washout of solid waste so as to pose a hazard to human health or"the environment. 11. the Discharger shall submit information that demonstrates for Executive Officer review and approval, that flood protection devices (e.g., floodwalls, dikes) are DRAFT WASTE DISCHARGE REQUIREMENTS COUNTy OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFilL KERN COUNTy -13- installed at the waste management unit and will be maintained to prevent inundation or washout and divert surface drainage from the unit for floods with a lOO-year return period. If the flood protection devices have not been installed, the Discharger shall submit a work plan for their installation to the Executive Officer for review and approval. 12. The Discharger shall submit an Interim Drainage Plan demonstrating adequate design, construction, and operation of a facility liquid management system for protection from stonn events, including precipitation and drainage controls, consistent with the development of a closure and post-closure maintenance plan and Facility Specifications e.1 through e.g. 13. The Discharger shall immediately notify the Board of any flooding, unpermitted offsite discharge, equipment failure, slope failure, or other change in site conditions, which could impair the integrity of waste or leachate containment facilities or precipitation and drainage control structures. 14. The Discharger shall appropriately revise the Storm Water Pollution and Prevention Plan and Interim Drainage Plan to reflect site design modifications prior to the discharge of wastes to a newly constructed waste management unit or to an expansion of an existing waste management unit. D. CONSTRUCTION SPECIFICATIONS 1. Materials used to construct liners shall have appropriate physical and chemical properties to ensure containment of discharged wastes over the operating life, closure, and post-closure maintenance period of a waste management unit or portion of a waste management unit. 2. Materials used to construct the leachate collection and removal system shall have appropriate physical and chemical properties to ensure the required transmission .of leachate over the operating life, closure, and post-closure maintenance period of a waste management unit or portion of a waste management unit: 3. The Discharger shall submit for Executive Officer review and approval prior to construction, design plans and specifications for new waste management units and expansions of existing waste management units that include the following: DRAFT WASTE DISCHARGE REQUIREMENTS CQUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFllL KERN COUNTY -14- a) A demonstration that new waste management units and expansions of existing waste management units shall not be located in a wetland, unless demonstrated that: (1) There is no practical alternative; (2) Steps have been taken to achieve no net loss of wetlands, pursuant to §404 of the Federal Clean Water Act; and (3) The landfill will not do any of the following: (a) Degrade the wetland; (b) Jeopardize threatened or endangered species or produce adverse modification of a critical habitat protected under the Endangered Species Act of 1973; or (c) Violate any requirement under the Marine Protection, Research, and Sanctuaries Act of 1972 for the protection of a marine sanctuary. b) A Construction Quality Assurance Plan demonstrating that the proposed waste management unit will be constructed according to the approved specifications and plans, and shall provide quality control on the materials and construction practices used in construction and prevent the use of inferior products and/or materials which do not meet the approved design plans or specifications; and c) A geotechnical evaluation of the area soils, evaluating their use as the foundation layer; and d) A vadose zone monitoring system that meets the criteria contained in §20415 (d) of Title 27, and is installed beneath the composite liner system. 4. If clay layers are used in a liner system, then the hydraulic conductivities for the clay detennined through laboratory methods shall be confirmed by a Sealed Double- Ring Infiltrometer (SDRI) field test, or an equivalent field test method approved by the Executive Officer, of a test pad constructed in a manner duplicating the clay liner construction of the waste management unit or expansion portion of the waste management unit. Test pad construction methods, quality assurance/quality control procedures, and testing shall be in accordance with a construction quality assurance DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -15- I -, plan approved by the Executive Officer and shall be sufficient to ensure that all parts of the liner meet the hydraulic conductivity and compaction requirements. 5. Both the bottom liner and side slope liner of all new waste management units and expansion areas of existing waste management units shall be constructed in accordance with one of the following composite liner designs: a) The prescriptive standard design which consists of a lower compacted soil layer that is a minimum of two feet thick with a hydraulic conductivity of 1 x 10-7 cm/sec or less and a minimum relative compaction of 90%. Immediately above the compacted soil layer, and in direct and uniform contact with the soil layer, shall be a synthetic flexible membrane component that shall be at least 40-mil thick (or at least 60-mil thick if composed of high density polyethylene [HDPE]); or b) An engineered alternative liner system that is comprised,. in ascending order, of the following: 1) A twelve-inch thick engineered soil foundation layer that shall be constructed of select fine-grained soil materials which shall be compacted in lifts of six inches or less to 90% of maximum dry density and at 0% to 4% wet of optimum moisture content, in accordance with the approved construction quality assurance plan, and shall be compacted to attain a hydraulic conductivity of 1 x 10-5 cm/sec or less, or meet the following gradation criteria: (a) A maximum size of 3/8-inch; (b) At least 30% of the material, by dry weight, passing the No. 200 U.S. Standard sieve; and (c) A gradation series (i.e., well graded) that is amenable to compaction. 2) A nonwoven bottom geotextile, which may be part of the geosynthetic clay layer (GCL). 3) A GCL that shall exhibit appropriate strength characteristics (hydrated) to accommodate stresses associated with specific landfill design parameters, with particular attention to interface, long-term creep shear, and bearing capacity. DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -16- 4) A 60-mil thick synthetic flexible membrane of HDPE; or c) An engineered alternative liner system as provided by §20080(b) and (c) of Title 27, which must be a composite liner that meets the performance goals of the prescriptive design in option a) above, and has been approved by the Executive Officer. 6. If the Discharger proposes to construct a liner system in which a GCL is placed on top of the subgrade, the subgrade for the bottom and the side slopes of the waste management unit shall be prepared in an appropriate manner using accepted engineering and construction methods so as to provide a smooth surface that is free from rocks, sticks, or other debris that could damage or otherwise limit the performance of the GeL. 7. Hydraulic conductivities of liner materials shall be determined by laboratory tests using solutions with similar properties as the fluids that will be contained. Hydraulic conductivities of cover materials shall be determined by laboratory tests using water. Hydraulic conductivities determined through laboratory methods shall be confIrmed by field testing in accordance with the approved Construction Quality Assurance Plan. Construction methods and quality assurance procedures shall be sufficient to ensure that all parts of the liner and cap meet the hydraulic conductivity and compaction requirements. 8. All new waste management units or lateral expansions of existing waste management units shall have a blanket-type leachate collection and removal system. The leachate collection and removal system shall be designed, constructed, maintained, and operated to collect twice the anticipated daily volume of leachate generated by the waste management unit. The leachate collection and removal system shall be designed and operated to maintain less than a 30 cm depth of leachate over the liner. 9. Leachate generated by any waste management unit or portion of a waste management unit shall not exceed 85% of the design capacity of the leachate sump. If leachate generation exceeds this value, or if the depth of fluid in the leachate collection and removal system exceeds 30 cm, or if the monitoring reveals substantial or progressive increases above the design anticipated daily volume of leachate generated by the waste management unit or portion of the waste management unit, the Discharger shall immediately notify the Board in writing DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -17- within seven days. The notification shall include a timetable for remedial or corrective action necessary to reduce leachate próduction, 10. Following the completion of construction of a waste management unit or portion of a waste management unit, and prior to discharge onto the newly constructed liner system, a construction report shall be submitted for Executive Officer review and approval. The report shall be certified by a registered civil engineer or a certified engineering geologist. It shall contain sufficient information and test results to verify that construction was in accordance with the design plans and specifications, and with the prescriptive standards and performance goals of Title 27. The report for the waste management unit shall include as a minimum, but not be limited to, the following: a) Test results on the chemical and geotechnical properties of materials used in the containment structure, as specified in these waste discharge requirements. b) Test results on the permeability of the clay liner if the prescriptive standard clay layer is used in the liner system. c) Test results on the compatibility of the waste with the liner system. d) Construction quality assurance and quality contÍ'ol procedures and results for all aspects of liner construction. e) A geologic map and geologic cross-sections which show mappable lithologic units and structural features in relation to the waste management unit. 11. Partial or final closure of new, existing, or portions of a classified waste management unit shall be in compliance with the applicable provisions of Title 27. Classified waste management units or portions of waste management units shall be closed in accordance with a closure and post-closure maintenance plan approved by , the Executive Officer, and closure waste discharge requirements adopted by the Board. In addition to the applicable provisions of Title 27, the closure and/or the post-closure maintenance plan shall include the following: a) A final cover design with a minimum I-foot thick erosion resistant layer; DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -18- b) An estimate of the largest area of the waste management unites) ever requiring a final cover at any time during the active life of the unites); c) An estimate of the maximum inventory of wastes ever on-site over the active life of the waste management facility; d) Initiation of closure activities within 30 days of final waste receipt, or within Qt¡e year of receipt of most recent waste if additional capacity remains; e) Completion of closure activities within 180 days of the beginning of-closure activities; t) Notifying the Executive Officer that the deed to the landfill facility property, or some other instrument that is normally examined during a title search, has been recorded and a copy placed in the operating record. The notation on the deed shall in perpetuity notify any potential purchaser of the property that the land has been used as a landfill facility and that use of the land is restricted to the planned uses described in the post -closure maintenance plan. 12. The Discharger shall notify the Executive Officer that a closure and post-closure maintenance plan has been prepared in accordance with Construction Specification D. 11 and placed in the operating record by the date of initial receipt of waste at any new waste management unit or lateral expansion of any existing waste management unit. 13. Closure shall not proceed in the absence of closure waste discharge requirements. E. DETECTION MONITORING SPECIFICATIONS 1. The Discharger shall submit a groundwater detection monitoring report demonstrating compliance with Title 27 for the existing waste management unit and any waste management unit expansion. The program is subject to approval by the Executive Officer. 2. The Discharger shall submit a Sample Collection and Analysis Plan, which includes quality assurance/quality control standards and the analysis of unfiltered samples, for approval by the Executive Officer. DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -19- 3. The Discharger shall comply with the detection monitoring provisions of Title 27 for groundwater, surface water, and the unsaturated zone, and in accordance with Monitoring and Reporting Program No. _. Detection monitoring for a new waste management unit or an expansion of an existing waste management unit shall be installed, operational, and the fIrst round of samples collected prior to the discharge of wastes. 4. The Water Quality Protection Standard, as defIned in §20390 of Title 27, shall consist of constituents of concern, their concentration limits, the point of compliance, and all water quality monitoring points. Constituents of concern shall include all waste constituents, their reaction products, and hazardous constituents that are reasonably expected to be in or derived from waste contained in the landfIll. Concentration limits shall consist of the background concentrations of each constituent of concern established in accordance with a data analysis method that meets the applicable criteria of §20415(e) of Title 27. 5. The Discharger shall comply with the Water Quality Protection Standard which is specifIed in Monitoring and Reporting Program No. and the Standard Provisions and Reporting Requirements, dated August 1997, which are attached to and made part of this order. 6. Organic compounds that are not naturally occurring have a background value of ze!o. The Water Quality Protection Standard for volatile organic compounds shall be taken as the detection limit of the analytical method used (i.e., USEP A Methods 8260 and 8270). Evidence of exceeding the standard occurs when the constituent is detected by the appropriate method. 7. The concentrations of the constituents of concern in waters passing the Point of Compliance shall not exceed the concentration limits established pursuant to Monitoring and Reporting Program No._. 8. For each monitoring event, the Discharger shall determine whether the landfIll is in compliance with the Water Quality Protection Standard using procedures specifIed in Monitoring and Reporting Program No._ and §20415(e) of Title 27. 9. Methane and other landfIll gases shall be adequately vented, removed from the waste management unit, or otherwise controlled to prevent adverse health effects, nuisance conditions, or the impairment of the benefIcial uses of surface water or groundwater due to migration through the vadose (unsaturated) zone. DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFll.L KERN COUNTY -20- F. PROVISIONS 1. The Discharger shall maintain legible records of the volume and type of each waste discharged at each waste management unit or portion of a waste management unit, and the manner and location of the discharge. The Discharger shall maintain such records until the beginning of the post-closure maintenance period. These records shall be available for review by representatives of the Board and of the State Water Resources Control Board at any time during normal business hours. At the beginning of the post-closure maintenance period, copies of these records shall be properly stored for future reference. 2. The Discharger shall maintain a copy of this Order at the facility and make it avaiiable at all times to facility operating personnel, who shall be familiar with its contents, and to regulatory agency personnel upon request. 3. The Discharger shall comply with all applicable provisions of Title 27 that are not specifically referred to in this Order. 4. The Discharger shall comply with Monitoring and Reporting Program No. _, which is incorporated into and made part of this Order. This compliance includes, but is not limited to monitoring of: the maintenance of waste containment facilities, precipitation and drainage controls, the groundwater monitoring system, leachate from the waste management unit(s), and the vadose zone and surface water monitoring systems throughout the active life of the waste management unit and the post-closure maintenance period. 5. The Discharger shall comply with the applicable portions of the Standard Provisions and Reporting Requirements dated August 1997, which are hereby incorporated into this Order. 6. A violation of any of the applicable portions of the Standard Provisions and Reporting Requirements or the Monitoring and Reporting Program is a violation of these waste discharge requirements. 7. Monitoring wells, piezometers, and other measurement, sampling, and analytical devices shall be operated and maintained so that they perform to design specifications throughout the life of the monitoring program. 8. The Discharger or persons employed by the Discharger shall comply with all notice and reporting requirements of the State Department of Water Resources with regard to the construction, alteration, destruction, or abandonment of all monitoring wells DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANIT AR Y LANDFILL KERN COUNTY -21- used for compliance with this Order as required by § 13750 through § 13755 of the California Water Code. 9. The Discharger shall maintain waste containment facilities and precipitation and drainage controls. and shall continue to monitor groundwater in accordance with Monitoring and Reporting Program No. throughout the active life of the waste management unit and the post-closure maintenance period. 10. The Discharger shall submit documentation to the Executive Officer that all persons who own or reside on the land that directly overlies any portion of the contaminant plume that has migrated off-site have been notified. 11. The Discharger shall have the continuing responsibility to assure the protection of the beneficial uses of ground and surface waters from gases and leachate generated by discharged waste during the active life, closure and post-closure maintenance period of the waste management unit( s) and during the subsequent use of the property for other purposes. 12. In the event of any change in control or ownership of the land or waste discharge facilities described herein, the Discharger shall notify the succeeding owner or . operator of the existence of this Order by letter, a copy of which shall be immediatelý forwarded to this office. 13. To assume operation under this Order, the succeeding owner or operator must apply in writing to the Board requesting transfer of the Order within 14 days of assuming ownership or operation of this facility. The request must contain the requesting entity's full legal name, the State of incorporation if a corporation, the name and address and telephone number of the persons responsible for contact with the Board, and a statement. The statement shall comply with the signatory requirements contained in Reporting Requirements No.5 of the Standard Provisions and Reporting Requirements and state that the new owner or operator assumes full responsibility for compliance with this Order. Failure to submit the request shall be considered a discharge without requirements, a violation of the California Water Code. Transfer shall be approved or disapproved by the Board. 14. The Discharger shall notify the Bóard in writing of any proposed change in ownership or responsibility for construction or operation of the waste management unit. The Discharger shall also notify the Board of a material change in the character, location or volume of the waste discharge and of any proposed expansions or closure plans. This notification shall be given 90 days prior to the effective date of the change and shall be accompanied by an amended Report of DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY -22- Waste Discharge and any technical documents that are needed to demonstrate continued compliance with these waste discharge requirements. 15. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, plans with detailed cost estimates and a demonstration of assurances of financial responsibility for initiating and completing corrective action for all known and reasonably foreseeable releases from the waste management unit. The Discharger shall provide the assurances of financial responsibility to the .,,, '.. California Integrated Waste Management Board as required by Title 27 CCR, Division 2, Subdivision 1, Chapter 6. The assurances of financial responsibility shall provide that funds for corrective action shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annually to account for inflation and any changes in facility design, construction, or operation. '. . , 16. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, a demonstration of assurances of financial responsibility to ensure closure and post-closure maintenance of each waste management unit in accordance with its approved closure and post-closure maintenance plans. The Discharger shall provide the assurances of financial responsibility to the California Integrated Waste Management Board as required by Title 27 CCR, Division 2, Subdivision 1, Chapter 6. The assurances of financial responsibility shall provide that funds for closure and post-closure maintenance with respect to water quality shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annually to account for inflation and any changes in facility design, construction, or operation. 17. IT a single mechanism of financial assurance is used for both corrective action and closure and post-closure maintenance, the financial assurance must be sufficient for both requirements. 18. The Board will review this Order periodically and will revise these waste discharge requirements when necessary. 19. The Discharger shall complete the tasks contained in these waste discharge requirements in accordance with the following time schedule: DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN . FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDmL KERN COUNTY -23- Task Compliance Date (a) Submit for Executive Officer review and approval, a demonstration that the waste management unit will not restrict the lOO-year flood, reduce the storage:capacity of the floodplain, or result in washout of solid waste. (Facility Specification C.1O) 30 April 2000 (b) Submit Interim Drainage Plan (Facility Specification C.12) 30 April 2000 (c) Submit for Executive Officer review and approval, design plans and specifications for new waste management units and expansions of existing waste management units. (Construction Specification D.3) Prior to Construction (d) Submit for Executive Officer review and approval, a revised closure and post-closure maintenance plan. (Construction Specification D.II) 30 April 2000 (e) Submit Sample Collection and Analysis Plan (Detection Monitoring Specification E.2) 30 April 2000 (f) Submit documentation to the Executive Officer that all persons have been notified that own or reside on land overlying any portion of a contaminant plume. (Provision F. 10) 30 April 2000 DRAFT WASTE DISCHARGE REQUIREMENTS COUNTY OF KERN . FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFll.L KERN COUNTY -24- I, GARY M. CARLTON, Executive Officer, do hereby certify that the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on " } ~ GARY M. CARLTON, Executive Officer RCSIREH: 11120/99 Attachments DRAFT CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION MONITORING AND REPORTING PROGRAM NO. . FOR COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY Compliance with this Monitoring and Reporting Program, with Title 27, California Code of Regulations, Section 20005, et seq. (hereafter Title 27), and with the Standard Provisions and Reporting Requirements dated August 1997, is ordered by Waste Discharge Requirements Order No. 97- Failure to comply with this Program, or with the Standard Provisions and Reporting Requirements, constitutes noncompliance with the Waste Discharge Requirements and with the California Water Code, which can result in the imposition of civil monetary liability. A. REQUIRED MONITORING REPORTS Report Due 1. Groundwater Monitoring (Section D.l) See Table I 2. Annual Monitoring Summary Report Annually (Standard Provisions and Reporting Requirements) 3. Unsaturated Zone Monitoring (Section D.2) See Table II 4. Leachate Monitoring (Section D.3) See Table ill 5. Surface Water Monitoring (Section D.4) See Table IV 6. Facility Monitoring (Section D.5) As necessary 7. Response to a Release As necessary (Standard Provisions and Reporting Requirements) B. REPORTING The Discharger shall report monitoring data and information as required in this Monitoring and Reporting Program and as required in the Standard Provisions and Reporting Requirements. Reports which do not comply with the required format will be REJECTED and the Discharger shall be deemed to be in noncompliance with the waste discharge requirements. In reporting the monitoring data required by this program, the Discharger DRAFT MONITORING AND REPORTING PROGRAM ÇOUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERA nON AND CONSTRUCTION ARVIN SANrr AR Y LANDFill... KERN COUNTY 2' shall arrange the data in tabular form so that the date, the constituents, the concentrations, and the units are readily discernible. Data shall also be submitted in a digital database format acceptable to the Executive Officer. The data shall be summarized in such a manner so as to illustrate clearly the compliance with waste discharge requirements or the lack thereof. A short discussion of the monitoring results, including notations of any water quality violations, shall precede the tabular summaries. Field and laboratory tests shall be reported in each monitoring report. Monthly, quarterly, semiannual, and annual monitoring reports shall be submitted to Board staff in accordance with the following schedule for the calendar period in which samples were taken or observations made. The results of any monitoring done more frequently than required at the locations specified herein shall be reported to Board staff. Sampling Reporting Frequency Frequency Monthly Quarterly Quarterly Quarterly Reporting Periods End Last Day of Month 31 March 30 June 30 September 31 December Semi-Annually Semi-Annually 30 June 31 December Annually AnnuaIiy 31 December Report Date Due by Quarterly Schedule 31 May 31 August 30 November 28 February 31 August 28 February 30 April The annual report to be submitted to Board staff shall contain both tabular and graphical summaries of the monitoring data obtained during the previous twelve months, so as to show historical trends at each well. The report shall include a discussion of compliance with the waste discharge requirements and the water quality protection standard. A transmittal letter explaining the essential points shall accompany each report. At a minimum, the transmittal letter shall identify any violations found since the last report was submitted, and if the violations were corrected. If no violations have occurred since the last submittal, this shall be stated in the transmittal letter. The transmittal letter shall also state that a discussion of any violations found since the last report was submitted, and a description of the actions taken or planned for correcting those violations, including any references to previously submitted time schedules, is contained in the accompanying report. DRAFT MONITORING AND REPORTING PROGRAM . COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFlLL KERN COUNTY 3 C. WATER QUALITY PROTECTION STANDARD AND COMPLIANCE PERIOD 1. Water Quality Protection Standard Report , . For each waste management unit, the water quality protection standard consists of a list of constituents of concern and monitoring parameters, concentration limits for each constituent of concern, the point of compliance, and all monitoring points. The Discharger shall submit a proposed water quality protection standard for review and approval in accordance with a Cleanup and Abatement Order which will be adopted following adoption of this Order. The Executive Officer shall review the data and the proposed water quality protection standard in determining the final water quality protection standard for each monitored medium. The report shall: a) Identify all distinct bodies of surface and ground water that could be affected in the event of a release from a waste management unit or portion of a waste management unit. This list shall include at least the uppermost aquifer and any permanent or ephemeral zones of perched groundwater underlying the waste management facility. b) Include a map showing the monitoring points and background monitoring points for the surface, saturated, and unsaturated zones and showing the point of compliance in accordance with §20405 of Title 27. c) Evaluate the perennial direction(s) of groundwater movement within the uppermost groùndwater zone(s). If subsequent sampling of the background monitoring point(s) indicates significant water quality changes due to either seasonal fluctuations or other reasons unrelated to waste management activities at the site, the Discharger may request modification of the water quality protection standard. 2. C<)llstituents of Concern The constituents of concern are the waste constituents, reaction products, and hazardous constituents that are reasonably expected to be in or derived from waste contained in the waste management unit. The constituents of concern for all waste management units at the facility are those listed in Table VI. The Discharger shall monitor all constituents of concern in Table VI every five years, or more frequently as required in accordance with a Corrective Action Program. a. Monitoring Parameters Monitoring parameters are the waste constituents, reaction products, hazardous constituents, and physical parameters that provide a reliable indication of a release from a waste management unit. The monitoring parameters for all waste DRAFT MONITORING AND REPORTING PROGRAM .COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL . KERN COUNTY 4 management units are those listed in Tables I through V for the specified monitored medium. 3. Concentration Limits The concentration limits for each constituent of concern are as follows: a. for naturally occurring constituents of concern, the çoncentration limit shall be the calculated statistical concentration limit. b. for anthropogenic (not naturally occurring) constituents, which have no natural and, therefore, no background values, the concentration limit (water quality protection standard) shall be the detection limit of the analytical methodes) used. The Discharger shall use the data analysis method approved by the Executive Officer, and the groundwater quality. data obtained from the detection monitoring program to update the concentration limits annually in accordance with §20415(e)(10)(B) of Title 27. The Discharger shall submit the updated concentration limits to the Executive Officer for review and approval in the annual monitoring report. The Discharger shall be allowed to make a demonstration to establish concentration limits based upon reference to historical data in accordance with §20415(e)(10)(A) of Title 27. The demonstration is subject to the statistical analysis criteria contained in §20415(e) of Title 27, and shall be reviewed and approved by the Executive Officer. If the demonstation is approved, the Discharger shall submit the historical concentration limits to the Executive Officer for reveiw and approval in the annual monitoring report. For successive annual monitoring reports having the same constituent concentration limits as the previous year, the Discharger shall include a demonstration to justify the unchanged values. Any annual demonstrations shall be reveiwed and approved by the Executive Officer. 4. Point of Compliance The point of compliance for each waste management unit is the vertical surface located at the hydraulically downgradient limit of the waste management unit that extends through the uppermost aquifer underlying the unit. a. Monitoring Points All downgradient wells established for groundwater monitoring shall constitute the monitoring points for the groundwater quality protection standard. All approved monitoring wells, unsaturated zone monitoring devices, leachate, and surface water monitoring points shall be sampled and analyzed for monitoring parameters and constituents of concern as indicated and listed in Tables I through IV. 5. Compliance Period DRAFT MONITORING AND REPORTING PROGRAM ,COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 5 The compliance period for each waste management unit shall be the number of years equal to the active life of the waste management unit plus the closure period. The compliance period is the minimum period during which the Discharger shall conduct a water quality monitoring program subsequent to a release from the unit. The compliance period shall begin anew each time the Discharger initiates an evaluation monitoring program. D. MONITORING The Discharger shall comply with the detection monitoring provisions of Title 27 for groundwater, surface water, and the unsaturated zone, in accordance with Detection Monitoring Specifications E.2 and E.3 of waste discharger requirements Order No. Detection monitoring for a new facility, a new waste management unit, or an expansion of 3Il existing waste management unit shall be installed, operational, and the first round of samples collected prior to the discharge of wastes. All monitoring shall be conducted in :accordance with a Sample Collection and Analysis Plan, which includes quality assurance/quality control standards and the analysis of unfiltered samples, that are :acceptable to the Executive Officer. Method detection limits and practical quantitation limits shall be reported. All peaks shall be reported, including those which cannot be quantified and/or specifically identified. Metals shall be analyzed in accordance with the methods listed in Table VI. The Discharger may use alternative analytical test methods, including new EP A approved methods, provided the methods have method detection limits equal to or lower than the analytical methods specified in this Monitoring and Reporting Program. 1. Groundwater The Discharger shall install and operate a groundwater detection monitoring system that complies with the applicable provisions of §20415 and §20420 of Title 27 in accordance with a Detection Monitoring Plan approved by the Executive Officer. The Discharger shall collect, preserve, and transport groundwater samples in accordance with the approved Sample Collection and Analysis Plan. The Discharger shall detennine groundwater flow rate and direction in the uppermost aquifer and in any zones of perched water and in any additional zone of saturation monitored pursuant to this Monitoring and Reporting Program, and report the results semi-annually, including the times of highest and lowest elevations of the water levels in the wells. The groundwater elevation in each well shall be measured prior to purging, each time the well is sampled. Groundwater elevations in wells that monitor the same waste management facility shall be measured within a period of time short enough to avoid temporal variations in flow which could preclude accurate groundwater flow rate and direction determination. Additionally, hydrographs of each well shall be prepared showing the elevation of groundwater with respect to the elevations of the top and b9ttom of the screened interval and the elevation of the pump intake. Hydrographs of each well shall be prepared quarterly and submitted annually. . DRAFT MONITORING AND REPORTING PROGRAM ·COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 6 Groundwater samples shall be collected from the point of compliance wells, background wells, and any additional wells added as part of the approved groundwater monitoring system. Samples shall be collected and analyzed for the monitoring parameters in accordance with the methods and frequency specified in Table I. All monitoring parameters shall be graphed so as to show historical trends at each well. The monitoring parameters shall also be evaluated with regards to the . cation/anion balance, and the results shall be graphically presented using a Stiff diagram or a Piper graph. Stiff diagrams or Piper graphs shall be prepared for all groundwater monitoring wells every five years. Samples for the constituents of concern specified in Table I shall be collected and analyzed in accordance with the methods listed in Table VI every five years. 2. Unsaturated Zone Monitoring The Discharger shall install and operate an unsaturated zone detection monitoring system that complies with the applicable provisions of §20415 and §20420 of Title 27 in accordance with a detection monitoring plan approved by the Executive Officer. The Discharger shall collect, preserve, and transport samples in accordance with the quality assurance/quality control standards contained in the approved Sample Collection and Analysis Plan. Unsaturated zone samples shall be collected from the monitoring devices and background monitoring devices of the approved unsaturated zone monitoring system. Samples shall be collected and analyzed for the listed constituents in accordance with the methods and frequency specified in Table n. All monitoring parameters shall be graphed so as to show historical trends at each monitoring point. Samples for the constituents of concern specified in Table n shall be collected and analyzed in accordance with the methods listed in Table VI every five years. The pan lysimeters shall be checked monthly for liquid and monitoring shall include the volume of liquid recovered. Unsaturated zone monitoring reports shall be included with the corresponding semi-annual groundwater monitoring and shall include an evaluation of potential impacts of the facility on the unsaturated zone and compliance with the water quality protection standard. 3. Leachate Monitoring All waste management unit leachate collection and removal system sumps shall be inspected weekly for leachate generation. Upon detection of leachate in a previously dry leachate collection and removal system, leachate shall be sampled and analyzed for the constituents listed in Table m. Leachate monitoring shall be conducted as specified in Table ill in accordance with the methods listed in Table VI. The constituents of concern list shall include all constituents listed in Table VI. The quantity of leachate pumped from each sump shall be measured continuously and reported as Leachate Flow Rate (in gallons/day). DRAFT MONITORING AND REPORTING PROGRAM ·COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 7 Upon detection of any leachate seeps at the unlined waste management unit, the leachate shall be sampled and analyzed for the constituents listed in Table ill in accordance with the methods listed in Table VI. The quantity of leachate shall be estimated and reported as Leachate Flow Rate (in gallons/day). 4. Surface Water Monitoring The Discharger shall install and operate a surface water detection monitoring system where appropriate that complies with the applicable provisions of §20415 and §20420 of Title 27 and has been approved by the Executive Officer. For all monitoring points and background monitoring points assigned to surface water detection monitoring, samples shall be collected and analyzed for the monitoring parameters in accordance with the methods and frequency specified in Table IV. All surface water monitoring samples shall be collected and analyz~d for the constituents of concern specified in Table IV every five years. All monitoring parameters shall be graphed so as to show historical trends at each sample location. 5. Facility Monitoring a. Faci~ty Inspection Annually, prior to the anticipated rainy season, but no later than 30 September, the Discharger shall conduct an inspection of the facility. The inspection shall assess damage to the drainage control system, groundwater monitoring equipment (including wells, etc.), and shall include the Standard Observations defined in the Standard Provisions and Reporting Requirements (Definition 24). Any necessary construction, maintenance, or repairs shall be completed by 31 October. By 15 November of each year, the Discharger shall submit an annual report describing the results of the inspection and the repair measures implemented. b. Storm Events The Discharger shall inspect all precipitation, diversion, and drainage facilities for damage within 7 days following major storm events. Necessary repairs shall be completed within 30 days of the inspection. The Discharger shall report any damage and subsequent repairs within 45 days of completion of the repairs. The Discharger shall implement the above monitoring program on the effective date of this Program. Ordered by: GARY M. CARLTON, Executive Officer DRAFT MONITORING AND REPORTING PROGRAM ·COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 8 RCS DRAFT (Date) MONITORING AND REPORTING PROGRAM .COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFllL KERN COUNTY 9 TABLE I GROUNDWATER DETECTION MONITORING PROGRAM Parameter Field Parameters Groundwater Elevation Temperature Specific Conductance pH Turbidity Monitoring Parameters Total Dissolved Solids (IDS) Chloride Carbonate Bicarbonate Nitrate - Nitrogen Sulfate Calcium Magnesium Potassium Sodium Volatile Organic Compounds (USEP A Method 8260, see Table' V) Constituents of Concern (see Table VI) Total Organic Carbon Inorganics (dissolved) V olatile Organic Compounds (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds (USEPA Method 8270) Chlorophenoxy Herbicides (USEPA Method 8150) Organophosphorus Compounds (USEP A Method 8141) Units Ft. & hundredths, M.S.L. of µmhos/cm pH units Turbidity units mgIL mgIL mgIL mgIL mgIL mgIL mg/L mgIL mg/L mgIL µgIL mg/L mg/L µg/L µg/L µgIL µgIL DRAFT Frequencv Quarterly Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi~annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual 5 years 5 years 5 years 5 years 5 years 5 years MONITORING AND REPORTING PROGRAM COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 10 TABLE II UNSA TURA TED ZONE DETECTION MONITORING PROGRAM SOIL-PORE GAS Parameter Monitoring Parameters V olatile Organic Compounds (USEPA Method TO-14) Methane Units µgIcm3 % PAN LYSIMETERS (or other vadose zone monitoring device) Parameter Field Parameters Specific Conductance pH Monitoring Parameters Total Dissolved Solids (IDS) Carbonate Bicarbonate Alkalinity Chloride Sulfate Nitrate - Nitrogen Volatile Organic Compounds (USEP A Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon Inorganics (dissolved) Volatile Organic Compounds (USEP A Method 8260, extended list) Semi-Volatile Organic Compounds (USEP A Method 8270) Chlorophenoxy Herbicides (USEP A Method 8150) Organophosphorus Compounds (USEP A Method 8141) Units µmhos/cm pH units mgIL mgIL mgIL mgIL mgIL mgIL µgIL mgIL mgIL µgIL µgIL µgIL µgIL DRAFT Frequency Semi-annual Quarterly Frequency Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual Semi-annual 5 years 5 years 5 years 5 years 5 years 5 years MONITORING AND REPORTING PROGRAM .COúNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFllL KERN COUNTY 11 TABLE ill LEACHA TE DETECTION MONITORING PROGRAM Parameter Units Frequency Field Parameters Total Flow Gallons Monthly Flow Rate Gallons/Day Monthly Specific Conductance µmhos/cm Monthly pH pH units Monthly Monitoring Parameters Total Dissolved Solids (IDS) mgIL Quarterly Carbonate mgIL Quarterly Bicarbqnate Alkalinity mgIL Quarterly Chloride mgIL Quarterly Sulfate mgIL Quarterly Nitrate - Nitrogen mgIL Quarterly Volatile Organic Compounds µgIL Quarterly (USEP A Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon mgIL 5 years Inorganics (dissolved) mgIL 5 years Volatile Organic Compounds µgIL 5 years (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds µgIL 5 years (USEP A Method 8270) Chlorophenoxy Herbicides µgIL 5 years (USEPA Method 8150) Organophosphorus Compounds µgIL 5 years (USEP A Method 8141) DRAFT MONITORING AND REPORTING PROGRAM .COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCfION ARVIN SANITARY LANDFILL KERN COUNTY 12 TABLE IV SURFACE WATER DETECTION MONITORING PROGRAM Parameter Units Frequency Field Parameters Temperature °C Semi-annual Specific Conductance µmhos/cm Semi-annual pH pH units Semi-annual Turbidity Turbidity units Semi-annual Monitoring Parameters Total Dissolved Solids (TDS) mgIL Semi-annual Carbonate mgIL Semi-annual Bicarbonate mgIL Semi-annual Chloride mgIL Semi-annual Nitrate - Nitrogen mgIL Semi-annual Sulfate mgIL Semi-annual Calcium mgIL Semi-annual Magnesium mgIL Semi-annual Potassium mgIL Semi-annual Sodium mgIL Semi-annual Volatile Organic Compounds µgIL Semi-annual (USEPA Method 8260, see Table V) Constituents of Concern (see Table VI) Total Organic Carbon mgIL 5 years Inorganics (dissolved) mgIL 5 years Volatile Organic Compounds µgIL 5 years (USEPA Method 8260, extended list) Semi-Volatile Organic Compounds µgIL 5 years (USEP A Method 8270) Chlorophenoxy Herbicides µgIL 5 years (USEPA Method 8150) Organophosphorus Compounds µgIL 5 years (USEP A Method 8141) DRAFT MONITOR1NG AND REPORTING PROGRAM COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 13 TABLE V MONITORING PARAMETERS FOR DETECTION MONITORING Surrogates for Metallic Constituents: pH Total Dissolved Solids Specific Conductivity Chloride Sulfate Nitrate nitrogen Constituents included in VOC: USEPA Method 8260 Acetone Acrylonitrile Benzene Bromochloromethane Bromodichloromethane Bromoform (Tribromomethane) Carbon disulfide Carbon tetrachloride Chlorobenzene Chlorodifluoromethane Chlorofluoromethane Chloroethane (Ethyl chloride) Chloroform (Trichloromethane) Dibromochloromethane (Chlorodibromomethane) 1,2-Dibromo-3-chloropropane (DBCP) 1,2-Dibromoethane (Ethylene dibromide; EDB) o-Dichlorobenzene (l,2-Dichlorobenzene) p-Dichlorobenzene (1 ,4-Dichlorobenzene) Dichlorodifluoromethane (CFC-12) Dichlorofluoromethane trans-l,4-Dichloro-2-butene 1, I-Dichloroethane (Ethylidene chloride) 1,2-Dichloroethane (Ethylene dichloride) . l,l-Dichloroethylene (1,1 -Dichloroethene; Vinylidene chloride) cis-l,2-Dichloroethylene (cis- 1 ,2-Dichloroethene) trans-l,2-Dichloroethylene (trans-l ,2-Dichloroethene) 1,2-Dichloropropane (propylene dichloride) cis-l,3-Dichloropropene trans- 1,3-Dichloropropene Ethylbenzene 2-Hexanone (Methyl butyl ketone) Isopropylbenzene DRAFT MONITORING AND REPORTING PROGRAM COUNTY OF KERN . KERN COUNTY WASTE MANAGEMENT DEPARTMENT . FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 14 TABLE V MONITORING PARAMETERS FOR DETECTION MONITORING Continued p-Isopropyltoluene Methyl bromide (Bromomethene) Methyl chloride (Chloromethane) Methylene bromide (Dibromomethane) Methylene chloride (Dichloromethane) Methyl ethyl ketone (MEK: 2-Butanone) Methyl iodide (Iodomethane) Methyl tert-Butyl Ether 4-Methyl-2-pentanone (Methyl isobutylketone) Pentane Styrene 1,1,1,2- Tetrachloroethane 1,1.2,2- Tetrachloroethane Tetrachloroethylene (Tetrachloroethene; Perchloroethylene) Toluene 1,1,1- Trichloethane (Methylchloroform) 1,1,2- Trichloroethane Trichloroethylene (Trichloroethene) Trichlorofluoromethane (CFC-II) 1,2,3- Trichloropropane 1,2,4- Trimethylbenzene 1,3,5- Trimethylbenzene Vinyl acetate Vinyl chloride Xylenes DRAFT MONITORING AND REPORTING PROGRAM .COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFilL KERN COUNTY . 15 TABLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Inof2anics (dissolved): USEP A Method Aluminum Antimony Barium Beryllium Cadmium Chromium Cobalt Copper Silver Tin Vanadium Zinc Iron Manganese Arsenic Lead Mercury Nickel Selenium Thallium Cyanide Sulfide 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 6010 7061 7421 7470 7520 7741 7841 9010 9030 Volatile Organic Compounds: USEPA Method 8260 Acetone Acetonitrile (Methyl cyanide) Acrolein Acry lonitrile Allyl chloride (3-Chloropropene) Benzene Bis(2-ethylhexyl) phthalate Bromochloromethane (Chlorobromomethane) Bromodichloromethane (Dibromochloromethane) Bromoform (Tribromomethane) Carbon disulfide Carbon tetrachloride Chlorobenzene Chlorodifluoromethane Chlorofluoromethane Chloroethane (Ethyl chloride Chloroform (Trichloromethane) DRAFT MONITORING AND REPORTING PROGRAM ·COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 16 TABLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Chloroprene Dibromochloromethane (Chlorodibromomethane) 1.2-Dibromo-3-chloropropane (DBCP) 1.2-Dibromoethane (Ethylene dribromide; EDB) o-Dichlorobenzene (1 ,2-Dichlorobenzene) m-Dichlorobenzene (1,3-Dichlorobenzene) p-Dichlorobenzene (1,4-Dichlorobenzene) trans-1,4-Dichloro-2-butene Dichlorodifluoromethane (CFC-12) Dichlorofluoromethane 1.1-Dichloroethane (Ethylidene chloride) 1.2-Dichloroethane (Ethylene dichloride) 1.1-Dichloroethylene (1,I-Dichloroethene; Vinylidene chloride) cis-I,2-Dichloroethylene (cis- l,2-Dichloroethene) trans-I,2-Dichloroethylene (trans- 1,2-Dichloroethene) l,2-Dichloropropane (Propylene dichloride) 1.3-Dichloropropane (Trimethylene dichloride) 2,2-Dichloropropane (Isopropylidene chloride) 1.1-Dichloropropene cis-1,3-Dichloropropene trans-l ,3-Dichloropropene Ethylbenzene Hexachlorobutadiene 2-Hexanone (Methyl butyl ketone) Isobutyl alcohol Isodrin Isopropylbenzene p-Isopropyltoluene Methacrylonitrile Methyl bromide (Bromomethane) Methyl chloride (Chloromethane) Methyl ethyl ketone (MEK; 2-Butanone) Methyl iodide (Iodomethane) Methyl methacrylate Methyl tert-Butyl Ether 4-Methyl-2-pentanone (Methyl isobutyl ketone) Methylene bromide (Dibromomethane) Methylene chloride (Dichloromethane) Naphthalene Pentane Propionitrile (Ethyl cyanide) Styrene DRAFT MONITORING AND REPORTING PROGRAM COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFilL KERN COUNTY 17 TABLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued 1,1, 1,2- Tetrachloroethane 1,1,2,2- Tetrachloroethane Tetrachloroethylene (Tetrachloroethene; Perchloroethylene; PCE) Toluene 1,2,4- Trichlorobenzene 1,1, I -Trichloroethane, Methylchloroform 1,1,2- Trichloroethane Trichloroethylene (Trichloroethene; TCE) Trichlorofluoromethane (CFC-II) 1,2,3- Trichloropropane 1.2,4- Trimethylbenzene 1,3,5- Trimethylbenzene Vinyl acetate Vinyl chloride (Chloroethene) Xylene (total) Semi-Volatile Organic Compounds: USEPA Method 8270· base. neutral. & acid extractables Acenaphthene Acenaphthylene Acetophenone 2-Acetylaminofluorene (2-AAF) Aldrin 4-Aminobiphenyl Anthracene Benzo[a]anthracene (Benzanthracene) Benzo[b ]fluoranthene Benzo[k ]fluoranthene Benzo[g,b,i]perylene Benzo[a]pyrene Benzyl alcohol alpha-BHC beta-BHC de lta-BHC gamma-BHC (Lindane) Bis(2-chloroethoxy)methane Bis(2-chloroethyl) ether (Dichloroethyl ether) Bis(2-chloro-I-methyethyl) ether (Bis(2-chloroisopropyl) ether; DClP) 4-Bromophenyl phenyl ether Butyl benzyl phthalate (Benzyl butyl phthalate) Chlordane p-Chloroaniline DRAFT MONITORING AND REPORTING PROGRAM . COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 18 TAnLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Chlorobenzilate p-Chloro-m-cresol (4-Chloro-3-methylphenol) 2-Chloronaphthalene 2-Chlorophenol 4-Chlorophenyl phenyl ether Chrysene o-Cresol (2-methylphenol) m-Cresol (3-methylphenol) p-Cresol (4-methylphenol) 4,4'-DDD 4,4'-DDE 4,4'-DDT Diallate Dibenz[ a,h ]anthracene Dibenzofuran Di-n-butvl phthalate o-Dichlorobenzene (1,2-Dichlorobenzene) m-Dichlorobenzene (I ,3-Dichlorobenzene) p-Dichlorobenzene (I ,4-Dichlorobenzene) 3,3 '-Dichlorobenzidine 2,4-Dichlorophenol 2,6-Dichlorophenol Dieldrin Diethyl phthalate p-(Dimethylamino )azobenzene 7 , 12-Dimethylbenz[ a]anthracene 3,3'-Dimethylbenzidine 2,4-Dimehtylphenol (m-Xylenol) Dimethvl phthalate . m-Dinitrobenzene 4,6-Dinitro-o-cresol (4,6- Dinitro-2-methylphenol) 2,4-Dinitrophenol 2,4-Dinitrotoluene 2,6-Dinitrotoluene Di-n-octyl phthalate Diphenylamine Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin aldehyde Ethyl methacrylate DRAFT MONITORING AND REPORTING PROGRAM .cOUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 19 TABLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Ethyl methanesulfonate Famphur Auoranthene Fluorene Heptachlor Heptachlor epoxide Hexachlorobenzene Hexachlorobutadiene Hexachlorocyclopentadiene Hexachloroethane Hexachloropropene Indeno( 1 ,2,3-c,d)pyrene Isophorone Isosafrole Kepone Methapyrilene Methoxychlor 3-Methylcholanthrene Methyl methanesulfonate 2-Methylnaphthalene Naphthalene 1,4-Naphthoquinone I-Naphthylamine 2-Naphthylamine o-Nitroaniline (2-Nitroaniline) m-Nitroaniline (3-Nitroaniline) p-Nitroaniline (4-Nitroaniline) Nitrobenzene o-Nitrophenol (2-Nitrophenol) p-Nitrophenol (4-Nitrophenol) N-Nitrosodi-n-butylamine (Di-n-butylnitrosamine) N-Nitrosodiethylamine (Diethylnitrosamine) N-Nitrosodimethylamine (Dimethylnitrosamine) N-Nitrosodiphenylamine (Diphenylnitrosamine) N-Nitrosodipropylamine (N-Nitroso-N-dipropylamine; Di-n-propylnitrosamine) N-Nitrosomethylethylamine (Methylethylnitrosamine) N-Nitrosopiperidine N- Nitrosospyrro I idine 5-Nitro-o-toluidine Pentachlorobenzene Pentachloronitrobenzene (PCNB) Pentachlorophenol Phenacetin DRAFT MONITORING AND REPORTING PROGRAM . COUNTY OF KERN KERN COUNTY WASTE MANAGEMENT DEPARTMENT FOR OPERATION AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY 20 TABLE VI CONSTITUENTS OF CONCERN & APPROVED USEPA ANALYTICAL METHODS Continued Phenanthrene Phenol p-Phenylenediamine Polychlorinated biphenyls (PCBs; Aroclors) Pronamide Pyrene Safrole 1,2,4,5- Tetrachlorobenzene 2,3,4,6- Tetracblorophenol o-Toluidine Toxaphene 1,2,4- Trichlorobenzene 2,4,5- Trichloropheno I 2,4,6- Trichlorophenol 0,0,0- Triethyl phosphorothioate sym- Trinitrobenzene Chlorophenoxy Herbicides: USEPA Method 8150 2,4-D (2,4-Dichlorophenoxyacetic acid) Dinoseb (DNBP; 2-sec-Butyl-4,6-dinitrophenol) Silvex (2,4,5-Trichlorophenoxypropionic acid; 2,4,5- TP) 2,4,5- T (2,4,5- Trichlorophenoxyacetic acid) Organophosphorus Compounds: USEP A Method 8141 O,O-Diethyl 0-2-pyrazinyl phosphorothioate (Thionazin) Dimethoate Disulfoton M~thyl parathion (Parathion methyl) Parathion Phorate DRAFT / / / / IIGEND ATTACHMENT A D Waste Management Facility Boundary FACILITY LOCATION MAP . 1445 FEET N i ARVIN SANITARY LANDFILL . VenVirotek Lease Scale: 1 w = 1445' r---....- o COUNTY OF KERN BASE MAP SOURCE: USGS 7.5' WEED PATCH QUAORANGLE (RCS) (2125198 ) ßAR1.22 AR1.œ AR1-o1 AR1·21 $ AR1-o2 & AR1-05 VenVirotek 1-03 $ . Existing Vadose Zone Monitoring Point Landfill Water Supply Well Waste Management Facility Boundary AnACHMENT B SCHEMATIC REPRESENTATION of the lEGEND & Existing Monitoring Well o D L£ - ì \.. I ", , ~ ARVIN SANITARY LANDFILL Waste Management Unit N i COUNTY OF KERN Approximate Scale: 1" :: 600' -...--- . o 600 FEET (RCS) (2125/98 ) . INFORMATION SHEET . COUNTY OF KERN FOR OPERA nON AND CONSTRUCTION ARVIN SANITARY LANDFILL KERN COUNTY The County of Kern owns and operates the Arvin Sanitary Landfill. The facility was originally operated as a bum dump as early as 1949, and was converted to a landfill in August 1971. Based on 1998 data, the waste management facility receives approximately 267 tons of municipal solid waste per day with an estimated remaining capacity of 550,393 cubic yards. Final capacity is anticipated by September 2000. It is approximately five miles west of Arvin and receives waste from the greater Arvin area, portions of Bakersfield, the communities of Lamont, Weedpatch, Greenfield, and Pumpkin Center, and the u:bec transfer station. A 127-acre unlined waste management unit exists within the 170-acre waste management facility property. The site is within a 100-year floodplain according to FEMA maps. Soils underlying the site are unconsolidated, consisting of interbedded gravels, sands, silts, and clays. Depth to groundwater is approximately 59 to 80 feet below the native ground surface, and exhibits a gradient toward the south. Monitoring data from one background well indicates that groundwater has a total dissolved solid range of 507 to 680 mgll, which exceeds the secondary drinking water standard established by the Department of Health Services. Groundwater monitoring has detected volatile organic compounds at concentrations in excess of the primary maximum contaminant levels for drinking water. Evaluation monitoring to determine the extent of groundwater degradation bas been implemented at the site. . Completion of the evaluation monitoring program, modification of tbe detection monitoring program for full compliance with Title 27, and implementation of a corrective action program will be addressed in a subsequent Cleanup and Abatement Order. This Orderimplements groundwater detection monitoring and operation of the facility in accordance with the provisions contained in Title 27. , 'i S California Regional Water Quality Control Board Central Valley Region Steven T. Butler, Chair Q '~, Winston H. Hickox Secretary for Environme1l1al Pr"'IJrtinn Fresno Branch Office Internet Address: http://www.swrcb.ca.gov/-rwqcb5 3614 East Ashlan Avenue. Fresno. California 93726 Phone (559) 445-5116' FAX (559) 445-5910 Gray Davis Governor 19 November 1999 -, \ J \:J :~ ,':I~;"i-' f~fJf/ ) c' ~,<~' , f¡{i'r.-.. ~ u:;~~9 Ms. Daphne H. Washington Kern County Waste Management Department 2700 M Street, Suite 500 Bakersfield, CA 93301 '~ - ", . J ;.~::, NOTICE OF' PUBLIC MEETiNG Three (3) copies of a Notice of Public Meeting concerning your waste discharge requirements and one (1) of a Proof of Posting form are enclosed. Regulations require you to comply with the items checked below: [X] By 30 November 1999, post one (1) copy ofthe Notice at the nearest city hall or county courthouse; and one (1) copy at the post office nearest the facility. [X] By 10 December 1999, file with this office Proof of Posting, using the enclosed form. DANE S. JOHN ON Senior Engineering Geologist CRG No. 4239 Enclosure cc: U.S. Environmental Protection Agency, Region 9, San Francisco Mr. Tim Regan, Office of Chief Counsel, State Water Resources Control Board, Sacramento Ms. Elizabeth Haven, Division of CleanW ater Programs, State Water Resources Control Board, Sacramento California Integrated Waste management Board, Sacramento Department of Health Services, Office of Drinking Water, Fresno Department ofFish and Game, Region IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Department of Environmental Health Services, Bakersfield Kern County Department of Planning and Development Services, Bakersfield dsjlrehlu:landfiWrehlkemnowl Arvinlaslwdr/aslnphcl.doc California Environmental Protection Agency o Recycled Paper 7 NOTICE OF PUBLIC HEARING ARVINS~TARYLAND~L KERN COUNTY -2- Kern County Air Pollution Control District, Bakersfield Kern County Water Agency, Bakersfield Mr. Howard Wines, City of Bakersfield, Bakersfield dsj/rehlu :landfiJJJrehJk&dII999/wdrlkdnphcJ. doc California Environmental Protection Agency Recycled Paper 19 November1999 ~ CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION 3614 E. Ashlan Avenue Fresno, California 93726 NOTICE OF PUBUC MEETING and Notice of Consideration of Waste Discharge Requirements for COUNTY OF KERN FOR OPERATION AND CONSTRUCTION ARVIN SANITJ'~Y LANDFILL KE~ COUNTY Nathan Daniels, Roberta Daniels, et al. own a solid waste landfill approximately three miles southeast of downtown Bakersfield. The existing 24-acre facility contains one 8-acre unlined waste management unit that received nonhazardous and inert solid waste from 1968 to 1974. These updated waste discharge requirements require post-closure maintenance of the facility in accordance with the provisions of Division 7 of the California Water Code. The County of Kern owns and operates the Arvin Sanitary Landfill. A 127-acre unlined waste management unit exists within the 170-acre waste management facility property. Based on 1998 data, the waste management facility receives approximately 267 tons of municipal solid waste per day with an estimated remaining capacity of 550,393 cubic yards. Final capacity is anticipated by September 2000. It is approximately five miles west of Arvin and receives waste from the greater Arvin area, portions of Bakersfield, the communities of Lamont; Weedpatch, Greenfield, and Pumpkin Center, and the Lebec transfer station. A public meeting concerning this matter will be held as follows: DATE: \Friday, 28 January 2000 ,TIME: 9:00 a.m. PLACE: Regional Water Quality Control Board 3443 Routier Road, Suite A Sacramento, California Persons who want to submit written comment or evidence on this item must provide such written documents so that they are received at this Regional Board office by 31 December 1999. Written documents may be submitted by fax to (559) 445-5910, but it is the responsibility of the commenter to ensure that the documents are received by the deadline. Comments received by this deadline will be included in the administrative record before the Board. Staff may provide responses to the comments. Written testimony or comments submitted after the noticed deadline will not be accepted and not Notice of Public Meeting incorporated into the administrative record unless allowed by the Board Chair, based on extreme hardship or unusual circumstances. All interested persons may speak at the Board meeting, and may orally summarize their written submittals. Oral testimony at the Board meeting will be limited in time by the board Chair (typically not more than 15 minutes for dischargers and 3 minutes for other interested parties). Oral testimony must be, relevant. Groups of speakers will be expected to select a spokesperson and not be repetitive. Copies of the proposed requirements and related documents are available for review and may be obtained from the Regional Board office on weekdays, between 8:00 AM and 5:00 PM. Anyone having questions regarding these requirements should contact Ronald Holcomb at (559) 445-6050. ~ W~ WILLIAM F. PFISTER Supervising Engineering Geologist CEG No. 931 Dated: 19 November 1999 ~' ~ California Environmental Protection Agency Department of Toxic Substances Control Fact Sheet #2 RECETfV~ '''- Jf:'-1D AUG 1 2 1999 BY: ===-- WHAT Is THE PURPOSt: ÛF THIS FLYER? August 1999 This flyer has been developed to inform you about site investigation activities that will be performed at the former K&D Salvage Yard site in August 1999. WHAT IS THE FORMER K&D SALVAGE Y ARD'S HISTORV? 1935 throuah 1989: The 1 a-acre former K&D Salvage Yard (Site), located at 600 S. Union Ave, Bakersfield, California, operates as a metal recycler and storage facility. October 1998: The Department of Toxic Substances Control (DTSC) takes over responsibility to perform environmental investigations and eventual cleanup of the Site as part of its orphan site program. December 1998: DTSC removes non- hazardous debris from the Site surface, starts contamination investigation activities, and places a fence around the perimeter of the Site. Julv 1999: DTSC begins the Remedial Investigation/Feasibility Study (RI/FS) phase of the project. WHAT Is A REMEDIAL INVESTIGATION/FEASIBILITY STUDV? In genera', a Remedial Investigation is conducted to determine the types of chemicals present and where they are located. This is done by coiiecting soil samples and having them analyzed by a laboratory . Following the Remedial Investigation, a Feasibility Study is conducted to determine cleanup options, including treating and removing soil or groundwater. This evaluation of several cleanup options çonsiders the human health and environmental risk posed by the contamination and the costs of each option. Even though prior preliminary environmental investigations have shown that soil at the Site is contaminated with heavy metals including lead and zinc, waste oils, and polychlorinated biphenyls (otherwise known as PCBs), it is important to conduct further investigations so that DTSC has all of the facts when selecting the best possible cleanup option fOí the Site. / W HAT CAN I ExPECT To S EE IN M V NEIGHBORHOOD? As a safety precaution, workers performing sampling activities will be wearing protective clothing and possibly air purification equipment. The protective clothing will safeguard workers from contact with contaminated soil. Since workers will be very close to the contamination , state and federal regulations require that they wear air purification equipment and protective clothing. Departamento para el Control de Substancias T óxicas Agencia para la Protección del Medio Ambiente de California T Actividades de Investigación del Lugar en el Antiguo Local deK & D Salvage Yard Hoja Informativa #2 Agosto de 1999 ¿CUÁL ES EL PROPÓSITO DE ESTE VOLANTE? Este volante se ha elaborado para informarle sobre las actividades de investigación del lugar que se llevarán a cabo en el antiguo local de K& D Salvage Yard, en agosto de 1999. I- - - "_.~--- -- ._,...----~-----~-,-.,-..----~--------~-~-..,---- ¿ CUÁLES SON LOS ANTECEDENTES DEL ANTlGUO LOCAL DEK & D SALVAGE YARD? De 1935 a 1989: El antiguo local de K & D Salvage Yard, con una extensión de 10 acres, ubicado en el 600 S. Union Ave., en Bakersfield, California, opera un establecimiento de reciclaje y almacenamiento de metales. Octubre de 1998: El Departamento para el Control de Substancias Tóxicas (Department of Toxic Sub- stances Control - DTSC) asume la responsabilidad de llevar a cabo investigaciones del medio ambiente y la limpieza eventual del Local, como parte de su programa de locales huérfanos. i__ Diciembre de 1998: El DTSC remueve los escombros no peligrosos de la superficie del Local, . ~eomienza-las-actividades de-investigación-sobre la- contaminación y coloca un cerco alrededor del perímetro del Local. Julio de 1999: El DTSC comienza la fase del Estudio de Viabilidad/Jnvestigación de Medidas Correctivas (Remedial Investigation/Feasibility Study - RI/FS) del proyecto. ¿ QUÉ ES EL ESTUDIO DE VIABILIDAD DE MEDIDAS CORRECTlV AS? En general, una Investigación de Medidas Corree- tivas se lleva a cabo para determinar las c1ases de químicos que están presentes, y en dónde se loca~ lizan. Esto se hace tomando muestras del suelo, y haciendo que se analicen en un laboratorio. Después de la Investigación de Medidas Correctivas, un Estudio de Viabilidad se lleva a cabo para determinar las opciones de limpieza, ---'-inc1uyendo el tratainiento yextracciònaetferra -0-- agua subterránea, Esta evaluación de varias opciones de limpieza toma en consideración el riesgo que la contaminación significa para la salud del ser humane y del medio ambiente, así como 105 costos de cada opción. Aunque las investigaciones preliminares pre vias han indicado que el suelo del Local está contaminado con metales pesados, entre los que se inc1uyen el plomo y el cine, aceites desechados y bifenilos polic1orinados (polychlorinated biphenyls) (conocidos de otra forma como PCB s), es importante llevar a cabo investigaciones adicionales, a fin de que el DTSC tenga todos los datos al seleccionar la mejor opcÎón de limpieza posible para el Local. ¿ QUÉ PUEDO ESPERAR VER EN MI VECINDARIO? __ ____-_____. ____A~____·_ - ----- - ---- Como una precaución de seguridad, los trabajadores que tomen las muestras llevarán puesta ropa protec- tora y posiblemente equipo para la purificación del aire. La ropa protectora protegerá a los trabajadores del contacto con tierra contaminada. Puesto que los trabajadores estarán muy cerca de la contaminación, los reglamentos estatales y federales exigen que lleven equipo para la purificación del aire y ropa protectora. , All investigative activities will occur Monday through Friday, from 5:00 a.m. until 5:00 p.m., and will last approximately one week. Equipment will be coming in the gate on Daniels Lane and out the gate on Union Avenue. Other than delivery of the backhoe, heavy truck traffic is not anticipated. However, if unknown Site conditions require the use of heavy equipment, It is DTSC's goal to keep truck traffic and parking to a minimum in order to reduce any inconvenience to the neighborhood. WHAT HAPPENS ONCE THE REMEDIAL INVESTIGATION/FEASIBILITY STUDY ARE OVER? Once DTSC has fully investigated the Site, the results of the findings and proposed cleanup strategy will be made available to the public for a 30-day review and comment period. Flyers like this one will be sent to you announcing when the 30-day public comment period will begin. The flyer will also tell you when and where you can attend a public meeting to discuss DTSC's proposed cleanup plan. Mailing List ~ If you would like to be added to, or know of an individual or group that would like to be added to the former K&D Salvage Yard site specific mailing list, please notify one of the contacts listed on this page. WHO SHOULD I CONTACT IF I HAVE QUESTIONS OR CONCERNS? If you find that you have questions or concerns at any time during this project, you are encouraged to contact the Project Manager or Public Participation Specialist listed below, Mr. Wallberg will be present when field activities are scheduled at the Site, however, Site access is restricted. During these times, he can be contacted by calling the number below. The following individuals can assist you with any questions you might have: Eric Wallberg Project Manager Department of Toxic Substances Control 10151 Croydon Way, Suite 3 Sacramento, California 95827 (916) 255-3749 or Heidi Hansen Public Participation Specialist Department of Toxic Substances Control P.O. Box 806 - HQ15 Sacramento, California 95812-0806 (916) 324-3108 I NOTICE TO THE HEARING IMPAIRED ~ You can obtain additional information by using the California State Relay Service at 1-888-877-5378 (TDD). Ask them to contact Heidi Hansen at 916-324-3108 regarding the Former K&D Salvage Yard site. . Todas las actividades investigativas se llevarán a cabo de lunes a viernes, de 5:00 de la mañana a 5:00 de la tarde, y durarán aproximadamente una semana. El equipo llegará por la entrada en Daniels Lane y saldrá por la entrada en Union Avenue. Aparte de la entrega de la retroex:cavadora, no se anticipa tráfico de camiones pesados. Si las condiciones inesperadas en el Local requieren el uso de equipo pesado, el objetivo del DTSC es minimizar el tráfico y estacionamiento de camiones, a fin de reducir cualquier inconveniencia 'al vecindario. ¿ QUÉ SUCEDE UNA VEZ QUE SE CONCLUY A EL ESTUDIO DE VIABILIDADIINVESTlGACIÓN DE MEDIDAS CORRECTlV AS? Una vez-qûè -él btSChaya invèstigado ëfLoéãl põr completo, los resultados de la investigación y la es- trategia propuesta para la limpieza se pondrán a la disposición del público, por un período de 30 días para su análisis y comentarios. Se Ie enviarán volantes como éste, anunciando cuándo comenzará el período de 30 días para comentarios del público. Además, el volante indicará cuándo y dónde usted puede asistir a una reunión abierta al público para hablar sobre el propuesto plan de limpieza del DTSC. Lista de Correspondencia ~ Si Ie gustaría que a usted se Ie agregara, 0 si sabe de algún individuo 0 grupo al que Ie gustaría que se Ie agregara a una lista de correspondencia específica para el antiguo local de K & Ð Salvage Yard, por favor notifíquese1o a una de las personas que sirven como contacto que se indican en esta página. I . ¿ CON QUIÉN DEBO COMUNICARME SI TENGO PREGUNTAS 0 PREOCUPACIONES? rl Si se da cuenta que tiene preguntas 0 preocupaciones en cualquier momento durante este proyecto, se Ie recomienda que se comunique con el Administrador de Proyectos 0 con el Especialista Encargado de la Participación del Público que se indica a continuación. EI Sr. Wall berg estará presente cuando se programe llevar a cabo actividades en el Local. Sin embargo, el acceso al Local está limitado. En esos momentos, puede comunicarse con él, llamándole al número a continuación. Las personas siguientes pueden ayudarle con cualesquier preguntas que podría tener: -- ~- --~-<'- -~-- ---Ene Wallbéig--- Administrador del Proyecto del Departamento para el Control de Substancias Tóxicas 10151 Croydon Way, Suite 3 Sacramento, California 95827 (916) 255-3749 ó Heidi Hansen Especialista Encargada de la Participación del Público del Departamento para el Control de Substancias T óxicas P.O. Box 806 - HQ15 Sacramento, California 95812-0806 (916) 324-3108 -_. A VISO PARA LAS PERSONAS CON IMPEDIMENTOS DEL OIDO 1:r Usted puede obtener información adicional utilizando el Servicio Auxiliar (Relay Service) del Estado de California, llamando al 1-888-877-5378 (TDD). Pídales que se comuniquen con Heidi Hansen al 916-324-3108, con respecto al antiguo local de K & D Salvage Yard. ,~; " 11 Mailing List Coupon If you have any comments concerning the Former K&D Salvage Yard site or if you would like to be put on the site specific mailing list, please take a moment to fill out the information below and mail it to Heidi Hansen, DTSC, P.O. Box 806 - HQ15, Sacramento, CA 95812-0806. MAILING LISTS ARE CONSIDERED PUBLIC RECORD. Name: Address: City/State: Zip Code: Comments: Cupõn para la Lista de Correspondencia Si usted tiene cualesquier comentarios con respecto al Antiguo local de K&D Salvage Yard, 0 si Ie gustaría que se Ie agregara a la lista de correspondencia pertinente específicamente allocal, por favor tómese unos minutos para lIenar la información a continuación, y envíeselo por correo a Heidi Hansen, DTSC, P.O. Box 806 - HQ15, Sacramento, CA 95812-0806. LAS LIST AS DE CORRESPONDENCIA SE CONSIDERAN REGISTROS PÚBLlCOS·. , I Nombre: Dirección: Ciudad/Estado: Código Postal: Comentarios: 06/07/99 MON 12:09 FAX 805 326 3098 COB WTR RESRCS II · . I' I CITY OF BAKERSFIELD WATER QUALITY REPORT 1998 Pr1mar~ standards +1. '''lI~ETI'I!i'' " - Mandator~ Health-Related Standards " , ,,:,; 1 "" ~~~~j,' 'cõHiW'¡'¡4MT," ~~~"",::, '·¡'¡:'::":GIi:aUHÐVÄt~:,I.;:";:.¡.. ¡ .. . . I~~II~~: l"~~), I!, '(PHGt '. ',IWI~:.':;"~:;:'" ~~~~~', ::¡'I NTU S. nong 0.01-1.10 0.21 ~ Sa.plos P sitiv~ S. 0 0-1.4 0.1 MCL Wiol~tlon5 0 0 m§/L 0.002 0.004) M.D. m~/L O.OO~ 0.005 N.D. us/L 0.018 none N.D. ms/L 0.001 0 N.D. DU/~ 0.0002 .00000 > N.D. as/l 0.018 O.O~ N.D. as/l O.oooS 0 N.D. møll 0.0001 .00003 N.D. _S/l 0.07 0.07) N.D. ms/L 0.2 0.79) N.D. .S/l 0.4 0.' N.D. as/l O.oo~ 0.012) H.D. .S/L 0.0002 0 M.D. _S/L 0.6 D.'> H.D. DilL O.oos 0.006) N.D. ms/l 0.005 ~One N.D. .S/L 0.006 0.007 N.D. ai/l 0.005 0 M.D. mS/l 0.006 o.o? N.D. ms/l 0.01 0.1 N.D. .~/L o.ooS 0 H.D. ~/L o.~:.:!s ,',on" N.D. -S/l 0.007 0.01~) N.D. .O/l 0.00000003 0 N.D. 8S/l 0.02 0.02 N.D. D~/L 0.1 0.58) N.D. a~/L O.OOl 0.002 N.D. milL 0.70 0.3) N.D. ms/L 0.00005 0 N.D. a9ll 0.15 0.7) N.D. .S/L 1.2 (41 N.D. 8g/L 0.7 (1) N.D. m9/L 0.00001 0 N.D. au/L 0.00001 0 H.D. au/L 0.001 0 H.D. .S/L O.os 0.05 N.D. me/L 0.0002 0.0002 N.D. ms/l O.O~ 0.04 N.D. 89/L 0.005 0 N.D. .9fL 0.02 none N.D. .g/L 0.07 0.1 H.D. .s/l O.Z 0.05) N.D. .9/l 0.001 0.0004 N.D. ms/l 0.5 O.S) H.D. (PCls) 80/L 0.0005 0 N.D. 8S/L 0.05 O.o~ N.D. moll 0.004 0.004 N.D. mS/l 0.1 0.1 N.D. 8S/L 0.001 nonO N.D. a~/L O.OOS 0 N.D. agll 0.07 none N.D. mS/l 0.15 none N.D. ms/l 0.003 0 N.D. Dg/L 0.07 0.005) N.D. m~/l 0.2 0.,00 M.D. m~/L 0.005 0.003 N.D. D~/L O.OOs 0 H.D. mulL 0.1 none H.D. ms/l 0.0005 0 H.D. moIL 1.75 1.6001 N.D. . ," .1 TurbIdIty Coliform laçterla ORGANIC CHEMICALS Alli1chlor Atra;¡<~ne IIgntilzon Benz.n. aenzo (a) p~r.ne t"rÞofuran C"rÞon Tgtrachlorldo Chlordane ;;:,~-p Dlllapon Di lZ-.thylhekyl) èdipat. \DEHA) Dl (2-e!hy1haxyl) pnthill~t. (DE~ Dlb~o.ochloroprQP~ne (DIICP) 1,2-DiohloroQ8nzene l,4-DiçnloroÞenzene l,l-Dich1or~thanQ 1,I·Dlchloroeth~lene l,Z-Dichloroetnang tI1-1,Z-Dlchloraeth~lonQ Tran5-1,~-DichloruetnYlgne 1,Z-Dicnloropropane à1~;~~~hlur"'p,'o"- Dlo.Jn (2.3.7.ð~TCDD) Diaust Endotha11 ~ndr¡n Etl'l:rlÞenz8ng Etnylene Dlbrobld8 (EDB) Freen 11 Frean 113 Gly)\o$.~e leptilçhLor Ieptachlor fpo.lde H8.achloroDenzene He.Bchlorocyclo~.ntadiDno lindlime I16tl\o>l\lchlor Nøthyløng Chloride (PC") ""'Hnote "onochlorobenzene 0"8m,1 (\I"da'.) Pentachlorophenol Piçlora. Pol,chlorinat.d liphe~y15 Silve. (2.~.S-TP) Sllllazin. St,rone 1,1,Z,l-Tetrachloroethane Tetrachloroetnylene (PCE) Thloboincarb T olu,,"e rCI1<.phooe 1,Z.4-Triçhloroþgnzene l,l,l-Triçnloroethane (TCA) 1.I.Z-Tricnleroethane 1ricnloromtft\llen. (TCE) Total Trlh5loa.Lhano5 '''In,l Chlodde Jt.J' }o.ne5 I"OPQ~NIC CHEnlcALS aluainum Antllllon.J' 4r5enjc ASbestos 8er.lIJa 16..311111.1. C.doi.iUD ChroOlil.lØl FluorIde Lelld Meraury Nickel Hitrate tas M03) Selenlu., 11'1&11ium RADIOACTIII ITY GrO$5 Alpha Activity UnniWII '5ecQl1dar'.;j 5tandardS 1. 0.1106 0.05 7 , 0.Q04 0.005 O.OS 1.4 - Z." 0.015 ¡ilL O.QO?: 0.1 "5. 0.05 O.OO?: <1<Jne ð.020) none 7 Z O.oo~ 0.005 0.1 (1) O.OOZ) 0.002 none ("5) a.oJ; .0005 0-0.09 <0.01 N.D. 0-0.01 <O.O~ N.D. 0-(1.' <n,.' o~O.ool <0.00 N.D. M.D. o-o.?: 0.1 0-0.019 0.00/ N.D. 0-0.010 0.00 ;:-33 5 N.D. H.D. N.t>. 0-Q.07 <0.01 o·n Z 0-D_29 0.9 0-0.06 cO.Ol 0-0.25 0.02 N.D. N.D. N.D. N.D. <0_01 10·145 Z6 174-S22 Z83 0-0.07 <0.01 ~S-132 83 9·1!o~ 29 Z,5·J9Z 86 oY8 30 7.69-1.96 8.09 1.0-3.4 Z." .g/L ./L .g/l IIFl ~:J/L IliIl .ø/l .!l/l "g/L -ø/l '"IIIL IIs/l m9fl m5l/l .g/l pCi/L IS none pCi/l 20 none - Aest1Jet,c 5t~nd~rd5 NTU . M.p~lo..trio Turbidity Units T_O.N . T~res~ld Odor HumDer ~ W~YA~ .~~Dn~l"ð arl ,~~~. ~o~~_~ 15. 1.3 Al 0.5 0.5 o.oS 0.005 3. 0.1 500. none nonQ nonA nune none none none non_ non. none none nong orl e Calor Co~ø..r Foaming Agent~ (1IIaS> Iron IÌèIn¡¡ana&e N8t~~1 tert-ß~~y1 ~tß.r (NT6E) Odor-Threshold SH"er Sulfet. Specific Condl.lçtançe U.\C AdditionaZ Constituents al~alinity (é~ço~) cillçiWl Hardnmss (C8C03 1Ia!ll/'l.sl.... 11M Potl!'ssiu. none Ran. nonll none none none N.D. IIFL DC:i/l . M01: DetecteCl s "lll1ðn Fibers pAr LitDr . Di~a ~uriQc nor li~or H.T. . Not Tested AL . Action IDyol . . .illl!!,.ðCI........c (QOlll\) ¡g¡ 001 1 --.-.- - "" ~ D> ... 8 a ~ ..c:: II. C. .... ..... co ..... 2 c z ¡o¡¡ IJ. :b "" ..!. ~ ... ~ ~ .I: ~ D- c. J e e State of California . cr" rnia Environmental Protection Agency àerdrtment of Toxic Substances Control Northern California Region Sacramento Office Site Mitigation Program Case Development Unit 10151 Croydon Way, Suite 3 Sacramento, CA 95827-2106 .(916) 255-3749" Eric Wallberg 8-494-3749 Hazardous Substances Scientist TELEFAX (916) 255-3696 -, ..~ LRe-,* . ~.. NO.\--~_$ ð^- k. E! \) SJ"c..3P- 'r-b-n) ( «_ WI'-"~) , ~\ s ~~PtI'.t-1 tS u-J,f1"", ~ e... If tJ~,c.).^ (0 Á111\~.ht.l1-\ /I vJ h (6~ ð CC.Vrr-(.J. I "\ t--J~'J~Sif i "'14 ~ Â+ ~~¿-'-fl';'-,: Ó~ c;4.(.<- ð~A'~I"eo-t Cc.)ple~ o't Clð~(,JrY\~1.¡ ~ ~1E. - I - w' K Klj'~ (?ö &J. +-(~~It'~ r- rWGJ uV\~-ú'S~~- S~..f¿;'~_ ~"t\ h~l>1 b~~ ~we.J. ,'" ¡Vl~~) ,q~$ ::;~ ~ cIÖ$v"'C- Ie4-&- I$sud !:J., -H-t~ ~~4y ~ ~ '24, /q¥ . !¡:Ct~ ~ St~ ~$~~I- ~~d ~ ~eeJ.. k~~S ¡ ::! ,,,,,cJ. 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FAX TRASMITTAL To: Howard Wines 805-326-0576 Amy Green 661-826-8701 Jim Ellis 661-862~860 1 From: Heidi Hansen Department of Toxic Substances Control Public Participation Specialist 916-324-3108 Date: 4/28/99 @ 10:31 a.m. Subject: INFORMATION ON THE FORMER K&D SALVAGE YARD Attached is a one~page fact sheet that was sent to nearby residents of the Site back in December. It provides a brief description of the Department's involement with the Site and is supplemental to the more extensive cOnllnWlity outreach that we are begiIU1ing to conduct now. In brief, what I'm hoping to do is meet with appropriate representatives of the affected community to answer questions and obtain infonnation regarding how best to involve the community in the decision-making aspects of this project. After you have had a chance to review the attached, I would appreciate a few moments of your time to set-up an appointment, convenient to you, to meet and discuss tlùs project in a bit more detail. Thank you for taking the time to respond to this matter. It is much appreciated. Attaclunent APR-28-1999 10:37 DTSC-EXT.AFFAIRS e·-:·: .., ' .. , l:.ùiI'Clrni;¡ l\n'''~nl"J Prul~"li"n AI!~ncy 1).:pal'ml<I,1 "1'_ Sub:iiM.:." COIIINI . 916 327 0978 Oecember '998 P.02/02 ~~ ~ The Former K&D Salvage Yard Site W1 IA T [S TI IE PURPOSE OF THIS FLYER? This flyer l'Ias been developed to inform you about activities at the _et..Ka.o.~~1x¡ilge..:r:ilr.d sile, localed at6QO .¡..JJtIion,AIte, Balc.erstield, California. ¡lOW DOES TI !IS AFFECT ME? As you mayor may not know. tne former K&D Salvage Yard (Site) opør~...i!~_~m auto dismantler and storage f~y .n 1ILAç~.s' b.dWeen 1958 and ~989~ Previous In\lestigations at the S~8 four'ld tnat K&D's ~C?_rmer.. operations resulted in soil contamination witn nea'l.Y ,.roetals . ladudIøg," lead ;.,d~¡tinè~~astè "oils,'-ãnd' ggJ~c/'lÇld.,.ale~ þiphenyls (otherwise 1u'10wn à:o PCBs), Cl.IlTently, the Sile is abandoned and because it was never adeCluBtely fenced, is access able for unauthorized disposal of debrts. such as tires, old appliances and other househøld item6. 1o:À.~.Á.\Jst ,t99ß, the Department of Toxic Substances ContRIl CDrsC) IS$Ueclan-mminent.:.~nd Substantial endangerment Determination and Order (otherwise known ta8 an Order) to those parties found responsible for çontaminatir'lg the Site, The Order stated, that under [)"IS:; aversight, the responsible parties were to conduct and pay for an investigatiQn and eventual cleanuþ of the Site, Unfortunately, U'!e I:ç.spcn,ible.parties did 110t comply with ~e Order, IInd in Od:ober 199B, OTSC determÍl'led that it would take responsibility for cQnducting and paying før ¡"ve.tis.ticn and clean LIp of the Site. WI AT CA;\; I UXPGCT TO SeE IN MY NEIGHBORHOOD? even tl'lougli OTSC has already concluded th¡¡at conl.tmlinBdon dess exist at tne Site, fu.,her investIgation is needed to ð@terminé éxactly what kind and how much contamination .till remains. /It, c:ontraètor has been hired by DTSC 10 remove the debris and ;nstall a new fence around the Site. Once the Site l'Ias be,,!n cleared of aU debris, soil samples will be collec:ted. These activities are upec:\ed to last approximately 7 to 14 days, with work occurring Monday through Friday, 8:00 a,m. to 5:00 p.m. Curing this time. you may notic;e trucks hauling off debris. It is DTSC's 9Q4I1 to keep truck traffic: and par1t;ing to a minimum in order to reduce any inconvenience to t~e neigl'lborhood. Once tne Site Mas been fully investigated. the results of OTSC's findi"gs and cleanup strategy will be made available to tl'\e public: for review and comment. Flyers like this one will be provided tQ keep you Informed as activities progress. I row (' AN r GET INVOL vrm OTSC's PQlicy is 10 encourage community involllement in !tie decisiQn.making process and two-way c:ommunication, AS þart of DTSC's PUblic Participation strategy for this Síte, a public partic:ipatlon plan will be developed by meeting with members of the éJPfec:ted communÎt'i to formall~ document their questions arid c:øncer"s, Other strategies for this síte include, but are "crt limilBd to; dS\lslopl",g a site specific mailing líst è$taÞishi/'l9 ,al'l infQrmation reposilo/)' to provide community access to OTSC docf,jments related !o tnls "roJecl; and distnbution of fact sheets ugdatÎng the affected commul'ljty throughQut the project WHAT HAPC.JENS NEXT? Once this pnase of the project has been C:Qm~leted, a fad snaet may be distributed to the site specIfic mailíng list announcing the next technical Md participation steps in the PrQject. If you find, however, that you would Ii)ca mom information prior to being contacted by On>c. your are enc:oul'3ged to ccntac:t: Megan Cambridge Department of Toxic SubstanC:ès Control 10151 Croydc" Way, Suite 3 Sacramento, Califomie 95827 (916) 255·3727 Of Heidi Hansen Department of TO:lic Substanc.es Control P,O. Bcx806· HQ15 Sac:l'8mento, Callfomla 9581Z-0806 (916) 324-3108 M~iling List Coupon Il'yolol haY\: ..,.)' "'Ulnr'l¢nt~ ~"'I\c~"'¡n~ Ih~ Former K&D SaIl/age Yard~¡!C t:It ¡(yO\! would like!Q be pUII'n \I,.: ~II~ ~flc~ilïe ",:¡ilin¡; h~l. fllo.:.~o.: 1:010;0.: Ii murncnl tu fill .....t Ihe inrormari"" b!:lo...... Il\d mail it 10 He,dl Hansen. 1).,.:0;('_ I'.V. !.SOX !IOu - IIQIS. S~<;I'¡men;o. CA 95812-0806. MAIL.Iì'lCI LISTS AJl£ COlSmHREI' ^ 1'11111,1(' '(',~'tJtU> N¡'c: A.sdr,,~: Cil)'~ Cnm",c"t~' SloIte: Zip Cede; TOTAL P.02 " . s Californiaþgional Water Qualitøcontrol Board Central Valley Region Steven T. Butler, Acting Chair ~ -- Winston H. mckox Secrermy for Environmental Prnt,rti"" Fresno Branch OfDce Internet Address: http://www.swrcb.ca.gov/-rwqcb5 3614 East Ashlan Avenue. Fresno. California 93726 Phone (559) 445-5116· FAX (559) 445-5910 Gray Davis Governor 23 March 1999 Mrs. Roberta Daniels c/o Mr. Marcus Daniels, Agent 408 Quailridge Drive Bakersfield, CA 93309 Mr. Nathan Daniels 3318 Harmony Bakersfield, CA 93306 NOTICE OF PUBLIC MEETING Three (3) copies of a Notice of Public Meeting concerning your waste discharge requirements and one (1) of a Proof of Posting form are enclosed. Regulations require you to comply with the items checked below: [X] By 31 March 1999, post one (1) copy of the Notice at the nearest city hall or county courthouse; and one (1) copy at the post office nearest the facility. [X] By 9 April 1999, file with this office Proof of Posting, using the enclosed form. ~- DANE S. JOHNSO Senior Engineering Geologist CRG No. 4239 Enclosure cc: U.S. Environmental Protection Agency, Region 9, San Francisco Ms. Lori Sennitte, Office of Chief Counsel, State Water Resources Control Board, Sacramento Ms. Elizabeth Haven, Division of Clean Water Programs, State Water Resources Control Board, Sacramento California Integrated Waste management Board, Sacramento Department of Health Services, Office of Drinking Water, Fresno Department of Fish and Game, Region N, Fresno Department of Water Resources, San Joaquin District, Fresno dsjlrehlu:landfilVrehlk&dl1999/wdrlkdnphcl.doc California Environmental Protection Agency o Recycled Paper " NOTICE OF PUBLIC IlilWUNG K&DSALVAGELANDftfL KERN COUNTY -2- e Kern County Department of Environmental Health Services, Bakersfield Kern County Department of Planning and Development Services, Bakersfield Kern County Air Pollution Control District, Bakersfield Kern County Water Agency, Bakersfield Mr. Howard Wines, City of Bakersfield, BakersfièIct..¡ dsj/rehlu:landfiWrehlk&dlI 999/wdrlkdnphcl,doc California Environmental Protection Agency Recycled Paper 23 March 1999 e e CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION 3614 E. Ashlan Avenue Fresno, California 93726 NOTICE OF PUBUC MEETING and Notice of Consideration of Waste Discharge Requirements for NATHAN DANIELS, ROBERTA DANIELS, et al. FOR POST -CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY Nathan Daniels, Roberta Daniels, et al. own a solid waste landfill approximately three miles southeast of downtown Bakersfield. The existing 24-acre facility contains one 8-acre unlined waste management unit that received nonhazardous and inert solid waste from 1968 to 1974. These updated waste discharge requirements require post-closure maintenance of the facility in accordance with the provisions of Division 7 of the California Water Code. A public meeting concerning this matter will be held as follows: DATE: Friday, 11 June 1999 TIME: 9:00 a.m. PLACE: City Council Chambers 1313 California Street Redding, California Persons who want to submit written comment or evidence on this item must provide such written documents so that they are received at this Regional Board office by 5 May 1999. Written documents may be submitted by fax to (559) 445-5910, but it is the responsibility of the commenter to ensure that the documents are received by the deadline. Comments received by this deadline will be included in the administrative record before the Board. Staff may provide responses to the comments. Written testimony or comments submitted after the noticed deadline will not be accepted and not incorporated into the administrative record unless allowed by the Board Chair, based on extreme hardship or unusual circumstances. All interested persons may speak at the Board meeting, and may orally summarize their written submittals. Oral testimony at the Board meeting will be limited in time by the board Chair (typically not more than 15 minutes for dischargers and 3 minutes for other interested parties). Oral testimony must be relevant. Groups of speakers will be expected to select a spokesperson and not be repetitive. ¡¡ Notice of Public Meeting e e Copies of the proposed requirements and related documents are available for review and may be obtained from the Regional Board office on weekdays, between 8:00 AM and 5:00 PM. Anyone having questions regarding these requirements should contact Ronald Holcomb at (559) 445-6050. 0~~ Wll...LIAM F. PFISTER Supervising Engineering Geologist CEG No. 931 Dated: 23 March 1998 ~ CaliforniaBegional Water QualitI.. Control Board ~ . _ Central Valley Region. Wlru¡,ton H. HIckox Steven T. Butler, Acting Chair S,creÌiJry for Environmental Fresno Branch Omce Pr"t"rti"n Internet Address: http://www.lwrcb.ca.gov/-rwqcbS 3614 East Asbian Avenue. fresno. California 93726 Phone (SS9) 44S-S116' FAX (SS9) 44S-S910 @I -- Gray Davis Gavemor Mr. Nathan Daniels 3318 Harmony Bakersfield,CA 93306 23 March 1999 Mrs. Roberta Daniels c/o Mr. Marcus Daniels, Agent 408 Quailridge Drive Bakersfield, CA 93309 NOTICE TENT A TNE WASTE DISCHARGE REQUIREMENTS FOR NATHAN DANIELS, ROBERTA DANIELS, et al. FOR POST-CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFilL KERN COUNTY Any comments or recommendations you may have concerning this tentative Order should be submitted to this office in writing by 5 May 1999 in order that consideration may be given them prior to the meeting of the Regional Board. If you have any questions, please call Ronald Holcomb of this office at (559) 445-6050. ~. DANE S. JOHNS N Senior Engineering Geologist CRG No. 4239 Enclosure cc: U.S. Environmental Protection Agency, Region 9, San Francisco Ms. Lori Sennitte, Office of Chief Counsel, State Water Resources Control Board, Sacramento dsj/rehlu :landfilllrehlk&dlI999/wdr/kdtnc\.doc: California Environmental Protection Agency o Recycled Paper TENTATIVE WASTE DISCHARGE.QUlREMENTS K&D,SAL V AGE LANiJIlIIILL KERN COUNTY -2- e 23 March 1999 Ms. Elizabeth Haven, Division of Clean Water Programs, State Water Resources Control Board, Sacramento California Integrated Waste Management Board, Sacramento Department of Health Services, Office of Drinking Water, Fresno Department of Fish and Game, Region IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Department of Environmental Health Services, Bakersfield Kern County Department of Planning and Development Services, Bakersfield Kern County Air Pollution Control District, Bakersfield Kern County Water Agency, Bakersfield Mr. Howard Wines, City of Bakersfield, Bakersfield dsjlrehlu:landfilllrehlk&.di 1999/wdrlkdnphc1.doc: California Environmental Protection Agency Recycled Paper e e CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION ORDER NO. WASTE DISCHARGE REQUIREMENTS FOR NATHAN DANIELS, ROBERT A DANIELS, et al. FOR POST-CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that: 1. Nathan Daniels, Roberta Daniels, et al. (hereafter Discharger) own a solid waste landfill approximately three miles southeast of the downtown area of Bakersfield in Section 5, T30S, R28E, MDB&M, as shown in Attachment A, which is incorporated herein and made a part of this Order. 2. The 24-acre facility contains one existing unlined waste management unit covering eight acres, as shown in Attachment B, which is incorporated herein and made part of this Order. The facility is identified by Assessor's Parcel Number (APN) 169-150-07. 3. On 23 June 1972, the Board adopted Order No. 72-292, which prescribes waste discharge requirements for the waste management unit. The facility was classified as a Class ll-2 landfill that accepted nonhazardous and inert solid waste in accordance with the regulations that were in effect at the time Order No. 72-292 was adopted. 4. The site was utilized from 1968 to 1974 for the disposal of automobile shredder waste by K&D Salvage Company. The site was not available for public waste disposal. 5. Waste disposal ceased in 1974, prior to the effective dates of Title 23, California Code of Regulations, §251O et seq. (Chapter 15; 27 November 1984) and Title 27, California Code of Regulations, §20005 et seq. (Title 27, 18 July 1997). The closure and post- closure maintenance requirements contained in Chapter 15 and Title 27 are not applicable to this site. 6. The volume of wastes in the existing waste management unit is approximately 50,000 cubic yards. ' TENT A TIVE WASTE DISCHARcAEQUIREMENTS e NATHAN DANIELS~OBERT A DANIELS, et al. FOR POST-CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFllL KERN COUNTY -2- SITE DESCRIPTION 7. The facility is in a topographical flat region of the Tulare Lake Hydrologic Basin of the San Joaquin Valley. The native ground surface elevation is approximately 395 feet above mean sea level. 8. The waste management facility is on non-marine fluvial deposits of the Kern River Series. The soils underlying the facility consist of fine-to-coarse-grained sands interbedded with silts and clays. 9. The hydraulic conductivity of the native soils underlying the waste management unit range between 1 x 10-5 and 1 x 10-3 centimeters per second. 10. The waste management facility is not within a fault hazard zone. The closest active fault is the Kern Front Fault approximately 7 miles to the north. Recorded magnitudes of seismic events along this fault range between 4 and 4.5 on the Richter scale. 11. Land within 1,000 feet of the facility is used for commercial, industrial, and rural residential purposes. 12. The facility receives an average of 5.75 inches of precipitation per year and has a mean evaporation of 62.6 inches per year as measured at the Bakersfield Station. 13. The lOO-year, 24-hour precipitation event for the facility is estimated to be 2 inches, as determined by data furnished by the National Weather Service. 14. The waste management facility is not within a loo-year floodplain based on the Federal Emergency Management Agency's (FEMA) Aood Insurance Rate Map, Community- Panel Number 06oo75-1020B, dated 29 September 1986. 15. There are 109 municipal. domestic, industrial, or agricultural groundwater supply wells within a I-mile radius of the site. No surface springs or other sources of groundwater supply have been observed. TENTATIVE WASTE DISCHAR.QUIREMENTS e NATHAN DANIELS, ROBERTA DANIELS, et aI. FOR POST-CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY -3- SURFACE AND GROUND WATER CONDITIONS 16. The Board adopted the Water Quality Control Plan for the Tulare Lake Basin, Second Edition (hereafter Basin Plan) which designates beneficial uses and contains water quality objectives for all waters of the Basin. This order implements the Basin Plan. 17. Surface drainage is towards the Kern Lake Bed in the Kern Delta Hydrologic Area (557.10) of the Tulare Lake Basin. 18. The designated beneficial uses of surface waters on the valley floor, as specified in the Basin Plan, are agricultural supply, industrial service and process supply, contact and noncontact water recreation, warm fresh water habitat, preservation of rare, threatened and endangered species, and groundwater recharge. 19. The first encountered groundwater is approximately 170 to 205 feet below the native ground surface. Groundwater elevations range from 192 feet above mean sea level (MSL) to 231 feet MSL. 20. Monitoring data indicates that the groundwater is unconfined. The depth to groundwater fluctuates seasonally as much as 10 feet. 21. The direction of groundwater flow in the immediate vicinity of the site is toward the southeast. The average groundwater gradient is approximately 0.005 feet per foot. Groundwater velocity data is not available. 22. Monitoring data indicates that Total Dissolved Solids in background groundwater ranges from 127 to 375 milligrams per liter (mgll) and Specific Conductance ranges from 215 to 560 micromhos per centimeter (µ/cm). Title 22, California Code of Regulations, §64449 establishes the drinking water Secondary Maximum Contaminant Level for Total Dissolved Solids as 500 mgll and for Specific Conductance as 900 µ/cm. 23. The designated beneficial uses of the groundwater, as specified inthe Basin Plan, are domestic and municipal, agricultural, and industrial supply. WASTE AND SITE CLASSIFICATION 24. The Discharger has disposed of nonprutrescible solid wastes. The wastes are classified as 'nonhazardous solid waste' or 'inert waste' using the criteria set forth in Title 27 for a Class ill landfill. TENTATIVE WASTE DISCHAR.QUIREMENTS e NATHAN DANIELS, ROBERTA DANIELS. et al. FOR POST -CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY -4- 25. The waste management unit may be reclassified as a Class ill landfill for nonhazardous solid wastes in accordance with the siting criteria of §20260 of Title 27. GROUNDWATER QUALITY 26. Groundwater monitoring was conducted in October 1990 and November 1991 as part of the Solid Waste Water Quality Assessment (SWAT) investigation. Groundwater samples were collected from a monitoring well installed in the southern area of the waste management unit during October 1990. Background data was gathered from seven water supply wells located in the vicinity of the site. The closest background well is approximately 600 feet northeast of the landfill. No construction or water level data was provided for the background wells. 27. A vadose zone monitoring system was not installed at the site. Vadose zone sampling was conducted in October 1990 as part of the SW AT investigation. Three soil borings were drilled through the waste management unit and two additional soil borings were drilled on the facility outside the waste management unit. 28. Results of the groundwater monitoring detected no organic waste constituents in the on- site well. Concentrations of inorganic constituents in the on-site well appeared to be consistent with the background water supply wells. 29. Results of the vadose zone sampling conducted as a part of the SW AT investigation detected no organic waste constituents. The concentrations of inorganic constituents detected in vadose zone samples from beneath the waste management unit appeared to be consistent with those detected in background vadose zone samples. 30. The landf1l1 has been closed for approximately 25 years. There is no evidence of the presence of waste constituents in the vadose zone or groundwater at concentrations greater than background levels and the probability of the waste degrading the groundwater is very low. Therefore, a groundwater monitoring program is not warranted at this site. . LANDFILL COVER 31. The landf1ll cover was constructed in accordance with the regulations that were in effect at the time the landfill stopped receiving waste (California Water Code § 13360). Wastes are covered by two feet of compacted soil. The waste management unit cover was graded TENTATIVE WASTE DISCHARcaEQUIREMENTS . e NATHAN DANIELS~OBERTA DANIELS, et aI. FOR POST-CLOSURE MAINTENANCE OF K&D SALVAGE COMPANY SOLID WASTE LANDFnL KERN COUNTY -5- so that runoff water was channeled to an onsite evaporation pond outside the waste management unit (see Attachment B). CEQA CONSIDERATIONS 32. The action to revise waste discharge requirements for this facility is exempt from the provisions of the California Environmental Quality Act (CEQA), Public Resource Code §21000, et seq., and the CEQA guidelines, in accordance with Title 14, CCR, §15000, et seq. OTHER CONSIDERATIONS 33. These requirements implement the prescriptive standard and performance goals of Title 27, California Code of Regulations, §20005 et seq. (Title 27). 34. These requirements implement the Water Quality Control Plan for the Tulare Lake Basin, Second Edition, 1995. 35. All local agencies with jurisdiction to regulate land use, solid waste disposal, air pollution, and protect public health have approved the use of this site for the discharges of waste to land stated herein. 36. The Board has notified the Discharger and interested agencies and persons of its intention to update the waste discharge requirements for this facility. 37. In a public hearing, the Board heard and considered all comments pertaining to this facility and discharge. IT IS HEREBY ORDERED that Order No. 72-292 is rescinded, and that Nathan Daniels, Roberta Daniels, et aI., their agents, successors, and assigns, in order to meet the provisions of Division 7 of the California Water Code and the regulations adopted thereunder, shall comply with the following: A. PROHIBITIONS 1. The discharge of waste at this facility is prohibited. TENTA TIVE WASTE DISCHAR.QUIREMENTS e NATHAN DANIELS, ROBERTA DANIELS, et aI. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY ·6- 2. The discharge shall not cause the pollution or degradation of groundwater or surface water via the release of waste constituents in either liquid or gaseous phase. 3. The discharge shall not cause any increase in the concentration of waste constituents in soil or other geologic materials outside the waste management unit if such waste constituents could migrate to waters of the State and cause a condition of degradation, pollution, or nuisance. 4. The discharge or storage of liquid over the waste is prohibited. 5. The erosion of deposited waste from the waste management unit is prohibited. B. DISCHARGE SPECIFICATIONS 1. W aste sh~l be confined to the existing waste management unit. 2. A minimum separation of 5 feet shall be maintained between the base of the wastes and the highest anticipated elevation of underlying groundwater, including the capillary fringe. 3. Water used for facility maintenance shall be limited to the minimum amount necessary for dust control and to the minimum amount necessary to irrigate cover vegetation or for other uses approved by the Executive Officer. 4. Neither the treatment nor the discharge of wastes shall cause a pollution or nuisance as defmed by the California Water Code, § 13050. 5. The Discharger shall, in a timely manner, remove and relocate any wastes discharged at this facility in violation of this Order. C. POST ·CLOSURE MAINTENANCE SPECIFICATIONS 1. Waste management units and containment structures shall be graded and maintained to limit, to the greatest extent possible, ponding, infiltration, inundation, erosion, slope failure, washout, overtopping, and divert precipitation from the waste management unit as a result of a l00-year, 24-hour precipitation event. 2. Precipitation and drainage control systems shall be maintained to accommodate the TENT A TIVE WASTE DISCHARceEQUIREMENTS e NATHAN DANIELS, ROBERTA DANIELS. et al. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFß...L KERN COUNTY -7- anticipated volume of precipitation and peak flows from surface runoff under the 100- year. 24-hour precipitation conditions. 3. Cover materials shall be graded to divert precipitation from the waste management unit, to prevent ponding of surface water over wastes, and to resist erosion. 4. The waste management unit shall be maintained in compliance with precipitation and flood conditions contained in the Standard Provisions and Reporting Requirements referenced in Provision D.I below. 5. All drainage control systems shall be maintained to prevent the ponding of water above wastes. 6. Surface drainage from tributary areas and internal site drainage from surface or subsurface sources shall not contact or percolate through wastes. 7. Areas with slopes greater than ten percent, surface drainage courses. and areas subject to erosion by wind or water shall be maintained to prevent such erosion. 8. Annually, prior to 1 October of each year. the Discharger shall conduct an inspection of the waste management unit cover. By 31 October of each year. any necessary construction, or repairs of the waste management unit cover shall be completed to limit, to the greatest extent possible. ponding. infiltration, inundation, erosion. slope failure, washout, overtopping. and divert precipitation from the waste management unit. 9. By IS November of each year, the Discharger shall submit a report to the Board describing the results of the inspection(s) and measures taken to maintain the waste management unit cover. 10. Annually, prior to 1 October and within 7 days following a major storm event, the Discharger shall conduct an inspection of the facility. All precipitation and drainage control systems shall be inspected and standard observations made in accordance with Definition 24 of the Standard Provisions and Reporting Requirements referenced in Provision D.2 below. 11. By 31 October of each year, or within 30 days of a major storm event. any necessary construction, maintenance, or repairs of precipitation and drainage control facilities shall be completed to prevent erosion or flooding of the facility and to prevent surface drainage from contacting or percolating through wastes. TENTATIVE WASTE DISCHAR.QUIREMENTS e NÀ THAN DANIELS, ROBERT A DANIELS. et al. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY -8- 12. By 15 November of each year. or within 45 days of a major storm event. the Discharger shall submit a report to the Board describing the results of the inspection(s) and standard observations, and the measures taken to maintain the precipitation and drainage control systems. 13. The Discharger shall immediately notify the Board of any flooding. unpermitted off- site discharge. equipment failure, slope (ailure. or other change in site conditions which could impair the integrity of waste containment facilities or precipitation and drainage control structures. D. PROVISIONS I. The Discharger shall comply with the applicable portions of the Standard Provisions and Reporting Requirements dated August 1997, which are hereby incorporated into this Order. 2. A violation of any of the applicable portions of the Standard Provisions and Reporting Requirements is a violation of these waste discharge requirements. 3. The Discharger shall have the continuing responsibility to assure the protection of the beneficial uses of ground and surface waters from gases and leachate generated by discharged waste during the post-closure maintenance period of the waste management unit and during the subsequent use of the property for other purposes. . 4. In the event of any change in control or ownership of the land or waste discharge facilities described herein, the Discharger shall notify the succeeding owner or operator of the existence of this Order by letter, a copy of which shall be immediately forwarded to this office. 5. To assume operation under this Order, the succeeding owner or operator must apply in writing to the Board requesting transfer of the Order within 14 days of assuming ownership or operation of this facility. The request must contain the requesting entity's full legal name, the State of incorporation if a corporation, the name and address and telephone number of the persons responsible for contact with the Board, and a statement. The statement shall comply with the signatory requirements contained in Reporting Requirements No. 5 of the Standard Provisions and Reporting Requirements and state that the new owner or operator assumes full responsibility for compliance with this Order. Failure to submit the request shall be considered a discharge without requirements, a violation of the California Water Code. Transfer shall be approved or disapproved by the Board. TENT A TIVE WASTE DISCHAR.QUIREMENTS e NÀTHAN DANIELS, ROBERTA DANIELS, et aI. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFILL KERN COUNTY -9- 6. The Discharger shall notify the Board in writing of any proposed change in ownership or responsibility for construction or operation of the waste management unit. The Discharger shall also notify the Board of a material change in the character,location or volume of the waste discharge and of any proposed expansions or closure plans. This notification shall be given 90 days prior to the effective date of the change and shall þe accompanied by an amended Report of Waste Discharge and any technical documents that are needed to demonstrate continued compliance with these waste discharge requirements. 7. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, plans with detailed cost estimates and a demonstration of assurances of financial responsibility for initiating and completing corrective action for all known and reasonably foreseeable releases from the waste management unit. The Discharger shall provide the assurances of financial responsibility to the Executive Officer. The assurances of financial responsibility shall provide that funds for corrective action shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annually to account for inflation and any changes in facility design or construction. 8. The Discharger shall, by 30 April of each year, submit for approval by the Executive Officer, a demonstration of assurances of financial responsibility to ensure post- closure maintenance of the waste management unit in accordance with its approved closure and post-closure maintenance plans. The Discharger shall provide the assurances of financial responsibility to the Executive Officer. The assurances of financial responsibility shall provide that funds for closure and post-closure maintenance with respect to water quality shall be available to the Regional Board upon the issuance of any order under California Water Code, Division 7, Chapter 5. The Discharger shall adjust the cost annually to account for inflation and any changes in facility design or construction. 9. If a single mechanism of financial assurance is used for both corrective action and closure and post-closure maintenance, the financial assurance must be sufficient for both requirements. 10. The Board will review this Order periodically and will revise these waste discharge requirements when necessary. TENTATIVE WASTE DISCHAR.EQUIREMENTS e NATHAN DANIELS. ROBERTA DANIELS. et al. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFll..L KERN COUNTY -10- 11. The Discharger shall complete the tasks contained in these waste discharge requirements in accordance wi~ the following time schedule: Task (a) Inspection Report of Waste Management Unit Cover Submit a report to the Board describing the results of the inspection(s) and the measures taken to maintain the waste management unit cover. (Post-Closure Maintenance Specification C.8) (b) Inspection Report of Precipitation and Drainage Control Systems Submit a report to the Board describing the results of the inspection(s) and the measures taken to maintain the precipitation and drainage control systems. (post-Closure Maintenance Specification C.9) (c) Financial Assurances for Corrective Action Submit an annual status report regarding the financial assurances for corrective action. (Provision C.9) (d) Financial Assurances for Post-Closure Maintenance Submit an annual status report regarding the financial assurances for post-closure maintenance. (Provision C.l 0) TENTA TIVE Compliance Date By 15 November of each year By 15 November of each year or within 45 days of a major storm event By 30 April each year By 30 April each year W ASTE DISCHAR~QUIREMENTS e NATHAN DANIELS. ROBERTA DANIELS. et al. FOR CLOSURE OF K&D SALVAGE COMPANY SOLID WASTE LANDFll..L KERN COUNTY -11- I, GARY M. CARLTON, Executive Officer. do hereby certify that the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on GARY M. CARLTON, Executive Officer _: _1_/97 Attachments TENTA TIVE .-,.....Ja "Ç '. .' -- , -. .' . " \ ", I - "". ..... , -\ . .-..~ .~ -. , , "'":. '- . Q o o ~ . ~ . _.- · 0"" ~ -._,~ ~.--" ..... . .., .~~ ~··_f''''P~.! lii"·-"." ;-~~~I P:::.<, ..... . ~ ....~ ....~t:·t ":-";~ Res~r'~O""\ c9 ,\"~ · ,...,'¡ \ .:' ". ." " .g, --- .....- ; ! .. ,.--.-..-...... /..- \. 1 ~J.1 ô, / .' .' " -. - ~e~~' .;. oil· . . ..... . ! . . ~ .~ . , . .' -~ e EXPLANATION ATTACHMENT A c:J Waste Manag~ Facility Boundary FACILllY LOCATION MAP J 2,200 FEET , N K&D SAlVAGE SOLID WASTE LANDFILL SCALE: 1"'"2,200' 1__ ~-- o 1,100 NATHAN DANIELS, ROBERTA DANIELS, et III. IOUItCE: USGS LAMONT, CA 7.1...un TOPOGRAPHIC~ S.P.R.R. TRACKS -.-.-.-.-.-.-.-.-.-.---.-.-.-. , \ DANIELS LANE ./ ./ / /' ./. ./ ./ ,/ EXPLANATION ATTACHMENT B WASTE MANAGEMENT UNIT , N STORMWATER EVAPORATION POND IIW . SITE MAP GROUNDWATER MONITORING WELL SCALE: 1"-300' 10.1""_-_ o 150 K&D SALVAGE SOLID WASTE lANDFILL NATHAN DANIELS, ROBERTA DANIELS, et 81 I 300 FEET (REH 3/2199) · e INFORMATION SHEET WASTE DISCHARGE REQUIREMENTS NATHAN DANIELS, ROBERTA DANIELS, et al. K&D SALVAGE COMPANY SOLID WASTE LANDFll..L KERN COUNTY The K&D Salvage Company Solid Waste Landfill is approximately three miles southeast of the downtown area of Bakersfield in Section 5, T30S, R28E, MDB&M. The 24-acre facility is owned and maintained by Nathan Daniels and Roberta Daniels, et aI. (Discharger) and includes one 8-acre unlined waste management unit that contains approximately 50,000 cubic yards of waste. The landfill stopped receiving waste in 1974. The facility was classified as a Class ll-2landfill that accepted nonhazardous and inert solid waste in accordance with the regulations that were in effect at the time that Order No. 72- 292 was adopted. Surface drainage is towards the Kern Lake Bed in the Kern Delta Hydrologic Area (557.10) of the Tulare Lake Basin. Monitoring data indicates that groundwater is unconfined. The first encountered groundwater is approximately 170 to 205 feet below the native ground surface. Monitoring data indicates that Total Dissolved Solids in background groundwater ranges from 127 to 375 milligrams per liter and Specific Conductance ranges from 215 to 560 micromhos per centimeter. The landfill has been closed for approximately 25 years. There is no evidence of vadose zone or groundwater degradation. Groundwater sampling has not detected volatile organic compounds and the concentrations of inorganic constituents in the onsite monitoring well appear to be consistent with background concentrations in the upgradient well. The probability of the waste degrading the groundwater is very low; therefore, a groundwater monitoring program is not warranted at this site. This Order updates the waste discharge requirements for post-closure maintenance and annual monitoring of the waste management facility. TENTATIVE ~! FROM : CRWQC - Central v~ Region TEL: 209 445 5910 - MAR. 8.1999 10:41 AM P 1 - , IFAX I Date 03/08199 I Number of pages InelL/ding cover sheet 1 TO: Howard Wines City of Bakersfield FROM: Ron Holcomb ~ RWQCB Central Valley Region 3614 East Ash/an Avenue Fresno, CA 93726 Phone Fax Phone Phone Fax Phone (559) 445·6050 559 445-5910 I CC: REMARKS: 0 Urgent 181 For your review 0 Reply ASAP 0 Please Comment Attached are tables listing analytical results of groundwater sampling at the K&D Salvage Company Solid Waste Disposal Facility In Bakersfield. Also attached is a location map showing the monitoring well on the subject property and a well construction diagram. Please notice that groundwater analytical data for a CWS well in the vicinity of the site was also included, Sample analyses from CWS Well No. 133-01 were used for background groundwater quality data. Do not hesitate to call if you have any questions. FROM : CRWQC - Central vaJllr Region TEL: 209 445 5910 4IÞ MAR. 8.1999 10:42 AM P 2 .-. ---------- --....---------. DANIELS LANE BH-5 <> F I G U R E JI . . . . '··a,yt(O····· . . -:8'(. Qn£RS' : " . , . I . /If ~ (. I ( . )~ BH-' o I ~¡! I kER;1I ~1G411V / I C1~¿ ~ >- <: m ::z: c= m N o R T H Ce~ ¡I Eng ¡neer ing) Inc. K&D SALVAGE LANDFILL MONITOR WELL ........ "u .,.... , ..,...,. _ .. /"'., In·, FROM : CRWQC - Central uaJìlÞ~ Region '. TEL: 209 445 5910 4IÞ MAR. 8.1999 10:42 AM P 3 CO~RETE 9..AB 8-5/8" WNLMENf With Lock Cap 3 IX 3 IX 611 o 1-19 ': Sa1:I. crs orn ,/ œøt-ølt ana shredded f ¡ber . wood t nJber II '-36 ': Sad. crs..f/1 gm. slty. 'I pebbles 36 '-51': Sad, IIId-fn gm. . slUy sHy 51'-71': Scn1. rItId grn 71'-91': Sad, fn1ed gm 91 '-111 I: Sard. rœd grn 11' '-131 I: Sad, crs-fn grn. tre silt \31'-171 ': Scni.lJted-fn ~. tn: sit. boulder' 171' 171 '-1U ': ~. ers, slty a: cly 'S3 '.2M ': CIØ.f ,/ as sbrd 20J '-206 ': Sad. crs-tlCd grn GROUND LEVEL 4" nan I'VC PIPE (4-1/211 od) Sch 40 Landed at 206 I w/ bull plug on bottom 111 cub ic feet CÐ.ENT GROUf I 64- sx AP I C I ass A Cement 1886 Hi Yield Benton ita and Potable Water pran ¡xed at 13 .51/gollon (16,; excess) frcm 174 I to Surface II~ BENTON ITE SEAL 174 1-178 I FILTER PAa< 8-20 Mesh Sand fi II 1781-206' 1961 O.020IlX 2" Slots ~ DR ILLED ~E , 11" d ianeter Total Depth 206' Cec i I Eng ineer ing, Inc. K&D LANDF ILL SNA T GMN-1 PROF I LE StJJ.E VERT: 1"=30' lI"ð I~. 11"'C:" NTC'· a/"Ft/r/I TEL: 209 445 5910 . P 4 ~ FROM :CRWQC.~ Central va~ Region E/iV/lfØNMENTAL CHEMICAL ~NALrslS PETROLEUM MAR. 8.1999 10:43 AM LABORATORIES. INC. J. J. co'",". AIIO. CH!M. EtIOR. 4100 ATLAS CT., BAKERSFIELD, CALIFORNIA 93308 PHONE (808) 327-4811 FAX (80S) 321.1818 1601 "H" Street Bakersfield, CA 93301 cecil Engineering 'ate of Report: 10-15-99 r..aboratory ~ame: B C Laboratories ~ame of ;ampler: 'at.e/Time Sample :o11ected: 10-3-90 rest Methods: PURGEABL! ORGANIC ANALYSIS (Volatiles) EPA Lab Sample ID Signature Lab Director Sampler Employed By: Date/Time Sample Were Holding Received ø Lab: 10-4-90 Times Observed? YES Were all the Constituents listed 601/~9~ below quantified? YES ____~__-__-_--------a---.---øa---a---------------- System Number: No. 8691-" J)cu.., W,.A" a. (" / ..DD___a________~__ ;ystem lame: >eacription of ¡Ðmplinq Point: ___ lame/No. Of Sample iourc::e: )ate & ~iJne of :ample: County Name: station Number: . I_'_I_ILI_I_I_I..:..'_I_'_I_I_I_'_' 1_'_1_'_1_1_1_'_'_1_' Y Y M H D D T T T T User' I I' I --- IC: SUbmitted to SWQIS By: W~ter 1 , Type GIS )lace an "XU in box to delete all data tor this station/date/time 1=1 REPORTINGICONSTITUENT !lNITS I , , Q~te Apalvsis ComDleted Jer/L Jq[{¡ Jg/L Jg/tt JaIL ..JaiL J5Itt. Jq/tI JaIL Jc:r/L J.cr/L Jc:;/L Jc:r/L JaiL AnalyzinQ Acencv Code (Lab) Intensive Survey ~~~ber e§O;~ne Bt:OJ'ftodichloromethac! Brornofor~ Bromometlu~n~ Carbon ~etrachloriåe Ch19J;obenzene chloroetb~ne 2-Chloro~~þvlvinv1 ether Ch1orofor1,!l Chloromethane p~bromochloromethane li2-C1chlor~~,nzene ~,3-Diohlorobenz8ne 1.4-Dichlorobenz,ne ITI STORETI ANALYSIS 1 DETECTION I.I.I CODE 1 RESULTS I LIMIT I 'I I , , I '..2..1..ºJ..1J...2J..2.1~'_'_I_I_I_I_1 ,-, I Y Y M M D C I, I I_I 1 " 1 '_' ,_I..~..I..§).,QJ.§..J_'_I_I_I_I_I_' , I I I 1 I , I I I , I I , I 1=1 340~Q 1=1=(iÐ])='=I=,=,:Q:CII(Q) I I 32101 1_1_lli'J2.'_I_I_'_'..º.J..:-'_~J.Q;.I I_I 32104 1_'_llLlJ;L'_I_I_I_I.Q..I_t-'..~..I..Q.I I_I 34413 '_'_llil.l2.I_I_I_I_I.Q.I..,.J.2J.Q.1 I I 32102 1_1_lliIj2J_I_I_I_I..QJ..&..I.~J..Q) 1=1 34301 1_1_lliJ..Q.I_'_I_I_I.Q.J...~.JáJJ2.I I I 34311 1_1_1J!1J2.1_1_'_I_I.2J_&..I~..I...QJ 1=' 345' 6 '_I_llf..lJ2J_I_I_'_I~I""",I~'.Q.1 1 , 32106 '_I_'li.I~I_I_I_I_I..Q.I""",I~I.Q.1 I-I 34418 1_'_lli'j¡I_I_I_I_I..Q.I""",'.1.I.Q.1 I-I 321Q~ '_I_llLlJ2.I_I_I_I_I"p"'I..,-'.~..I.9.1 I-I 34536 1_1_llilJ2.I_I_t_I_I..Q.I-,-I~I.2.1 I-I 34566 '_'_llLlJ2.I_I_I_'_I.Q)""",I.å.I..Q.1 1=1 3'4571 1_1_1.tL1.l2.'_'_I_I_I..Q.I""",I.1.I.Q..' " FROM : ,.CRWQC ,~ Central val. Region TEL: 209 445 5910 . MAR. 8.1999 10:43 AM P 5 '. INYIRONMENTAL CHEMlCAlA/iALTSIS LABORATORIES, INC. PETROLEUM J. J. IOUH, AIO. CHIM. ¡NOR. purgeable Organic Analysf¿OO (C~If~"4ä'RSFIELD, CALIFORNIA 93308 PHONE (805) 327·4911 FAX (805) 327·1911 Lab #:8691-1 (Cant.) SYSTEM NAME & NUMBER I REPORTING! CONSTITUENT I UNITS I 1- µ~/L Ipichlorodifluoromethane IJa/L I ¡., :¡'-Dichloroethane (L I-DCA) l--Pq/L Il,2-DichloroetbDn, (l,2-DCA) IJ9!L Il.l-Dichloroethene (1 t 1-PÇ~) I µ3/~ Itrans-l,2-Dichloroethene 1--µqJ~ Il.2-D,ichloroorooane I~~q/L cis-l,3-DichlorODrocene I--Ya/L t~~ns-l,3-D1chlorQD~9cene I IJa/L ~thYl Benz~De I--yg/~ Methy~ene chloride 1--y~/L !,lß2.2-Tetrachlç~oethane l--Ya/L Tetrachloroethane (PCE) IJ~/L Tolu~ne '--lalt 1,l,l-Trich~9rgethane '--ya/L ~,1,2-Tri9þloroethane I--Yq/L Trich~9roethQnQ (TÇE) '--YqLL Tricþlorofluoromethane IJa/L VinYl chloride 'IJg,(L xvlen~s l--Ya/L Total Trihalo~,thanes California D.O.H.S. Cart. #1186 ITI STORETI ANALYSIS I DETECTION I I~' CODE I RESULT~ I LIMIT I I_I 346 68 1_1_lliJ~I_'_I_I_I..Q..I...t.J..2.1Jl.1 I I 34496 1_1_lli.lJ2J_I_I_I_IJl.'-:.J..~..I..2J I-I 34511 1_1_1l:!.I..Q.I_I_I_I_ljtl...-I.ã,I-º-1 I-I 34501 1_1_1J:!.1..Q.1_1_1_'_I.2..'-:..'i'..Q..1 I-I 34546 1_1_ll:I..l..Q.I_I_I_I_I..Q..I~I~I..2.1 1"':"""1 34 54 ~ 1_'_'£I..Q.I_I_I_'_'..Q.I..:,..'.20I..Q..1 1=1 347 04 '_I_llf.l..Q.'_'_'_I_I.2.I...t...I~U~J I_I ,~4699 1_1_llil.g.I_I_I_'_I~I...s-'.ã.I..s2.1 I_I 3437 + 1_1_1 JiJ..Q..I_I_I_I_I..Q.I..:..'.,iI.2..1 I_I 344~~ 1_1_1li.1'p'1_1_1_1_1~1..J.1.2J..QJ I_' 3451 Õ 1:-1_I.H.I..Q.I_I_I_I_I..Q..I..:-'..2J~1 I_I 3447~ 1_1_llil.!2.I_I_I_I_I..Q.I..:...I~I..QJ I_I 34010 1_1....JB.I.I2.I_'_I_I_I..Q..I...lil.Q.1 I_I 34506 1_1_IJiJJ2J_I_I_I_'J2..I..:...I~1.2J I_I 345 t 1 1_1_lJiJ.g.I_I_I_I_'.2..I..I~I..Q..1 I_I ,39~80 1_1_llil..Q.'_I_I_I_I..QJ..:..t.20I.Q.I I_I 344 88 1_'_ljiJ.Q.I_I~I_I':""1J2..1...:..J..2.1.2..1 I_I 3 91 7 ~ 1_1_lliJJ2..I_I..:....I_I_I...Q.I...I~.I..Q.I I_I 81551 1_1_I,.N.I..Q.J_I_I_1_ljtl..,.J.2.1..Q.I '_I 820~Q 1_1_1.1i.1J2.1_1_1_1_1~1...a..1~1..Q..1 ~ote any unidentified Qea~~ below. rOTE ND - NONE DETECTED r I I I TABLE A.. WATER GEOCHEM1STRY. TOIaJ CaIc:iIUIa a.c.p.. ..Sod-. ,.... Tca1 TGIaI .... WfIfa 0ai0riIk NÍIRf& F'-* TaAI Caed. SaiidI TIØI W". \D Hacd.. CA MG NA Ie. CaIiœs AIIIaL HCOJ SCM CL NO) F Aaiœs pH EC TÐS w-k Typo II a.. JII&II mall ~ ~ :E CI -.;r -.;r (S) <M 0"\ UW\-t, * '51 0 4S 13 10 482 eo 35 . 8 ·0 11 \2 2300 610 3841 HCœ-tMGH 0"\ MW1-9C1 III 590 tIT 214 80 III 111 III r¡r IV nr nr ft( 7.8 nr ØI 13352 HC03-HJGK 0"\ <M CD TABLE B. WATER- HEAVY METALS. ÅIIÎIII. ~ 8Irña 8ctyI. c.d.. 011-. CabW Cappel bœ Lca4 Wuaa Wuaay )4aIyb. N"1CIrcl Sdra- sa- T\aIIiKa v..... 2iDc Aba SB AS SA BE CD ca. Co cu FE PI MN HG Yo Ni SE AG n Va ZN AI. .." D&J' aan II ^ DJI1 V3II aaJI JIll' val' (S) <M 0"\ It) It) -t1 0 :! '1IW1-tO 0 0"\ (S) N .. 'WEU. mGROUP I- c.u. .~~P1 ~ 3AOUP2 a::~A0UP3 .-11 :> 4W1-tO I'll ~ +' C II U I U ~ a:: u :E o a:: lJ... 7 0 4'0 0 185 3DOO 0 71 0 0 0 0 0 0 0 176 0 6 801 0 nr 60 0 704 9580 ,- m ... 0 S5 fill ,., 0 0 554 ... TABLE C. WATER- CATION/ANION EQUIVALENTS. TABLE7D. TERNARY PROPORTIONS. CMÏI:IaI ...... SocIiam .... Teal s.öte Cb)ariðo ~ Auariðt: T4Id Totd Cak:àD Mat- Wt-Poe. BØb. ~ 0II0ridc CA NCi NA K c.õc. ØC03 S04 a. NOJ f AÜQIø BtStC CA JdG NA..X øem S(M CL æeqII meçJI mcqIJ -.4 IDÞVI seqA IIIDCIII ~ 5.2 7.. 0.0 a.o 7..9 2.1 0.14 0.10 0.77 0.00 0.25 0..23 0-25 0.61 o.5fì 0..34 0-\9 0.Q5 1.5 0.1 Q.2 G.1 8.1 2.3 G.. 0.0 1.9 2.0 0.' G.! ... 10.' 1.t U .... 0.7 ..,. \"AL!t'VNrtll\ VVI\ I en .;;)cnv,\.I1;;. \.IVIVU nn. .-),- .,.-- \ J .. BAKERSFIELD, CALIFORNiA -'-.. ;..........' -l ' I"- a.. \"ÆU. SoWI'lE M Sa Cd Cr eM F. Pb Ma Ho Se As ZA AI . P , fa U E STATION DATE JAJIL moIL mgIL mgIl. mgA. IftØIl moIL moil meIL JIIOI\. mgIL mgA. tngII.. m¡IL. m¡IL ~ maJl. JI'oGIL <I - '<:t ~, O9I09Iaa <0.05 <0.05 <0.05 <0..05 24 0.08 0.061 '<:t 17-41 03I2:9t.. G;) 16-01 03l2Il11 ~ I8-Ot G3t28IN (J\ ao-o 1 1:l1'"'' II <0.0, 0.041 (J\ (J\ 82-4 , 03t28IU ~ 13-01 03l2III8O <6 t» <I < I <¡o <.50 c; to <2 < , <2 < t <50 2& G..04 o.ou CD 84-41 03t2aIU <, 50 <I <. 1 <50 <50 < iO 2110 < t <2 < 1 <50 2t U2 0.G38 0:: I5-4t 03I2IIIM CIO 130 <1 < 10 <50 <50 < $0 <30 < 1 <, <10 <50 30 0.03 0.013 <I 81~1 03t2II&I <$ <50 70 ~ <1 < I <50 II O.OG 0. 178 E UiIO <\ <. I < 10 < 1 8&-01 0312116t e~1 03l28I8l 01-41 ~ <, 110 < , <: t ~ ,~ 13 <2 < 1 <2 < I 80 30 0.G2 0.013 102-41 03I2Mt <$ I. <1 < \ eo ~ <.0 <2 <1 <2 < 1 130 :rl om ð..ooa 'œ-ol 11118115 G;) 105-41 01I2IIa <f <50 <I < 1 <50 <:50 <10 <2 < . <2 < I <60 41 QJI4 o.ou ~ (J\ I~t 03I2IIIIa <, <50 <I < I <50 <50 <10 <2 < 1 <2 < 1 <50 .e 0.06 0.012 I/) I07~1 03t2IIM <5 110 <I < I <50 <50 <10 70 < 1 <2 < 1 <50 .a 0.0. 0.O:D I/) '<:t 110-01 ØII05II5 17 G...OIiI 0.051 '<:t- <50 o..cø 4.055 ...-41 03I2aIU <5 <50 <t < I <50 <50 < 10 <2 < 1 <2 < , II (J\ 112-41 CMlt" <5 150 <50 <50 < '0 <1 < 1 <2 < I <$0 36 o..cø 0.011 G;) <1 < 1 N 1~1 CMltW66 <10 no < . * <50 17 <2 <. 1 <2 < I <50 32 0..G2 o.ooe < I ....J n4-41 04/tMl <to <100 <I <10 <so 110 <\0 <30 <1 <5 <'0 <50 43 Q.44 O.GOI W na-e. WI" I- n~1 ~ o.o¡ <0.02 401 <0.0 I 30 o.œ 6.020 C I2D-OI CMltftIM 0 121-41 CMlI_ <5 130 <I < 1 <!O 100 <10 70 < 1 <'2 < t <50 It om 0.D:22 (11 12:).41 0411.. <I 130 <, < , <50 <50 <60 <2 < I <2 < I <50 211 o.cø 0.008 tI 0:: 1211-41 CMW5II5 _awl 0411" <5 <50 <t < 1 <so <50 < 10 <1 < I <I < , <.50 It L07 LOlO . 27~1 CMII04II4 IU 12&-41 04IZ1.. :> i2IHn 04Ia1/6t ';;j " '32-41 O4I27/aa <10 110 <I <\0 <50 <50 < 10 <30 < t <.5 <.0 <$0 I' 0.01 0.0\ I .þ or ':13-41 MI2IIU <10 '30 <t <'0 180 50 < '0 <30 < \ <5 <10 <50 It 0.0' 0.0\0 C 136-41 04l28Iaa tI U or 1u.4t 04127/11 <10 100 <I < 10 e <50 <\0 <30 < t <6 <10 <aG 11 o.¡w 0.017 I 137-41 O4IæIaa g .. 1»-41 CMI21/N " <100 <1 < 10 <50 <50 <10 <:10 < t < Ii <10 <50 17 G.O$ 0.0'4 ::3 0:: t u 9\ w~h !33 -C?, wAS ()$£J:) Foil- ~Øa.JfVþ E PME i ell . 0 ~1?ðV^-bWÞ.i'ÆYL 1>AðA. 0:: LL ,. .... . ~ . -- BAKERSFIELD FIRE DEPARTMENT FAX Transmittal TO: 6(2.." c.. ~LLfl C-J1(:r COMPANY: 1)T'S. C FROM: ~ W'~.s Office of Environmental Services FAX No. (805) 326-0576 · Bus No. (805) 326-3979 1715 Chester Ave. · Bakersfield, CA 93301 FAX No: 9(~. '2 e:S". 3~~~ ôJE- PAc:t'C::. '7!> Ft.9Lc.eÞJ COMMENTS: ......,.P~.~~?~.........~~~~.........~.?,.,..,.h~.9..~.T1..P.y....~...................h.h.h.................uo...........UOh..........h.hhh.h...'..UO....... ,.UO......................................UO...UO............UO.....UOUO...........uo....uo.uououo..........uo....,.uo...(............................................................._..............UO.,.,..._.............................. 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Pt~S'r (;,e·r IN./Oc...Vr;c:- rt vJl.J-Y? ..................................................................................................................................................................................................-.................................................................. ':::::::::::ill::::::::::~:~:::::::::~¡;:~:::::::~::::::~TÇ.¿::::::~~~:~º:::::::¡¿;;:~::::::~;¡:¡~:z.~;;;;:~:;r:::::;±~:~~:~:::::::::::::: ................................~.~9.......~T.......~.~~~.........Qq,....;f...,....~.~e.......1P.......~~~.....~.~.~.....J................,............................ ~~::::.=:=::=~~.~~:~~~.~::._~:-:.=::=~::~::=:.:~~:.~:::::::::::.?l$=:=~:::~~:::~:.::::.:::-~~~:::~.:::. ................................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................. 03/05/99 16:16 '5'805 326 0576 BFD HAZ MAT DIV ~001 e e *************************** *** ACTIVITY REPORT *** *************************** TRANSMISSION OK TX/RX NO. CONNECTION TEL CONNECTION ID START TIME USAGE TIME PAGES RESULT 0650 19162553696 03/05 16:15 01'20 2 OK Acres KEY DATA PROHPT P22241 Roll 1 Use Code 3100 AG Presy NO CPest BPS SO 5 UF NT NEXT-FUNC: KIPS #ROllINQ ATN 169 140 02 00 7 File No 19nd APN 169 140 02 7 19l S 5 T 30 R 28 SITE 340 DANIELS lN BAKERSFIELD Ouner DANIELS NATHAN TR ET Al tþ Bill 2609 "OFFITT ~Y BAKERSFIELD CA 93309 R.B.P. 99 98-1107538-00-2 001 409 001 409 KEY: SECURED ROll INQUIRY ACTIVE Doc TRA-No CHG DT Chg Type "ineral land/PI Impryment e Other Imp Pers Prop Exmp Amt Net Value 97-1107114-00-5 001 409 22,221 18 ,470 21,786 18 , 1 08 21,359 17,753 40,691 39,894 39 , 112 PFI=HElP 2="ENU 3=RTRN 4=TOG 5=FUTR 9=BIll 10=UFl 11=BUS 12=EVTSEl PF13=NE~ 14=APN HIST 15=O~NERS 16=EXEHPT 17=SUPPl 18=ADDR 19=ROll CORR PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 03/05/99 09:37 MAR-04-1999 11:35 DTSC CROYDON OFFICE 916 255 3697 P.01/04 DA 1'£: TELECOPIER MESSAGE 3/V /'/ í I - DEPARTMENT OF TOXIC SUBSTANCES CONTROL 101S1 CROYDON WAY. SUITE 3 SACRAMENTO. CA.I..IFOR.N1A 95827-2106 (916)':55-3545 PLEASE D£LIV£R ASAP r{ TO: Ifð ~yï U'A/ .e·5 FRO}.!: £r ~'t G· 4/liPrj I S~ECLAL l!"'S,TRUCTJ~.\'S: / -:L )j</ -I J' vt -1'1'1 &ore- j~ S£~· r1~ 1~7 .Ltre- ¡wI- ,/wlfd'klVê-4 Iløs<- r",..,/v//N S'1.fn¡¡"..s . -If",! 77L(./5 Ær~ hl/2-; iJASk s~..h;-/s i- H< St;¿ 0,/:1/ jL- r~u/r.J h j~ n~,.,~),~ ¡; tiS F/ð / A-t:1-/1! YISf f If ?.5 4-1 ~ t!1,'tV/t!JI,¡frJ ,,¡v-k5S 1\ 1"$S~S~h~~ IS~~/.e ~rv , L/ NUMBER OF PAGES INCLUDING COVER SHEET; ( -..-.... ...- MAR-04-1999 11:35 .J- (.¡".vtA-f(' Ir'lV c c/' DTSC CROYDON OFFICE 1< l'I'"'to -- V oJ\.,.. ..:> 916 255 3697 P.02/04 U'. -,-, ... .. 50f6 GORE-SORBER~ Screening Survey Final Report · QA/QC trip blank modules were provided to document contamination occurring that was not part of the soil gas signal of interest (i.e., impact during module shipment, installation and retrieval. and storage). The trip blanks are identically manufactured and packaged soil gas modules to those modules placed in the subsurface. However, the trip blanks remain unopened during all phases of the soil gas survey. Levels reported on the trip blanks may indicate potential impact to modules other tha.n the contaminant source of interest. · Unresolved peak envelopes (UPEs) are represented as a series of compound peaks clustered together around a central GC elution time in the total ion chromatogram. Typical1y, UPEs are indicative of complex. fluid mixtures that are present in the subsurface. UPEs observed early in the chromatogram are considered to indicate the presence of more volatile fluids, while UPEs observed later in the chromatogram may indicate the presence of less volatile fluids. Multiple UPEs may, indicate the presence ofmultÎple complex fluids. Attenuation of the VOC/SVOC soil gas components may suggest the presence of a less volatile fluid, when in fact, a more volatile fluid existed but the volatile components have weathered away. Project Specific: Comments: · The minimum (gray) contour level, for each mapped analÝ'te or group of analytes, was set at the maximum blank level observed or the method detection limit, whichever was greater. The maximum c:ontour-level was set at the maximum value observed. · Stacked total ion chromatograms (TICs) are included in Appendix A. TI1e last four digits of each module number are incòrporated into the TIC identification (e.g.: A VZ2563TC.D represents module #172563). · Nominal trip blank levels were reported for some target analytes. No detectable levels of target analytes were reported in the method blanks.nn our experience, TPH present in the blanks at these , low levels can be considered «background:' Thus, target analyt:e levels, reported for the field- installed modules, that exceed trip and method blank levels, have a high probability of originating from on-site sources. . The mapped spatial patterns for those compounds selected for mapping, were composed of continuous and isolated soil gas plumes. However, for th~etrOleum-related compounds, elevaTfI'd,.. levels fonnins defined plum~ were apparent in the southwest corner of the area sampled. BTEX was also observed to be widely distributed in the eastern half of the area sampled; however, these mass levels were tow. PCE was observed in four distinct areas where elevated soil gas mass levels ~ ~, defined soil ~as ~Iumes. · -,;wo PCB c:o~ners (di- and trichlorobiphenyl) were detected at module # 172468 (C 19) at levels '~above the method detection limit, and trichlorobiphenyl was detected at module locations #172477 (CI~ and -489 (£16) although the levels were below the method detection level. The spatial relationship of these sampling locations suggests that it may be prudent to evaluate further the . extent of the PCBs around the '.·Crushing Area.t ' . At some locations, the soil gas plumes appear to extend into areas of the site that were not sampled for soil gas. Ifthe objective of the soil gas survey was to delineate the narore and extent ofthe conbmination. then additional soil gas sampling is recommended in those areas. Subsequent soil gas sampling events can be combined onto one set of maps providing increased resolution oftbe subsurface impact. CiORE·SORBER is a ~gis(et'ed trademm. ofW. L. Gore &: Associarcs, Inc:. FORM IJ Jt3 /fev 1012$/96 'HO . ..__ "__."_"H'" .-.--.. .-:0:----.--.. ....... ..--___.. MRR-04-1999 11:36 DTSC CROYDON OFFICE 916 255 3697 P.03/04 e . , ATrACHMENTC RESULTS OF PREVIOUS SITE INVESTIGATIONS Table c:-l AnaJ~caJ results of~il samples coIJected by DTSC on August 15, 1990 at the K&D SaI S' .' vaile ltc. Contaminant mglkg Threshold (TTLC) Copper .' . 4.430 2,500 Lead " 5,170 1,000 linc , 16.400 5,000 Table C-2' Results of soil sample analyses. Sampled March 4, 1993 by BSK & Associates ( in rndke:) Tanks Depth (ft) TPH·G Benzene Toluene Ethyl· Total BfB '.., .', .,... ..' --- benzene. Xylene East Tank 2 840 ND 1.9 1.4 18 (500 Gal) 6 1000 . ND ND ND 20 West Tank 2 ND ND ND ND ND (1000 Gal) 6 ND ND ND ND ND " . .-- BTB - Below Tank Bottom . .. ,.._-,.. .... ._......æ . ... T able C-) Analytical results on the soil and black material (Sludge) samples col]ected·by DTSC on 9/30198 in inglkg. Chemical KDOO1 KDOO2 KDOO3 KDOO4 KDOO5 KDOO6 KDOO7 KDOO8 KDOO9 KDOtO'· TTLC SOIL SOIL SOIL SOIL SOIL Sludge Sludge Sludge SOil Sludge Copper 22.8 54,5 23.7 28.1 281 989 2260 1470 170 N/A 2500 Lead 88.7 572 92.5 112 422 1900 2ð70 1980 237 N/A 1000 Zinc 459 743 526 209 1670 8400 12800 11600 1330 N/A 5000 TPH 13 65 <4 27 110 1200 1300 700 2000 3200 N/A PCB NO 3 NO NO NO 13 9.2 11 1.6 8.2 50 Pesticides NO ND ND NO NO ND ND NO ND ND N/A Sludge samples were collected from different waste piles localed at the Sile. Nt A - Not available ¡ ì, -i o -i :D r lJ ($) J:>. I I I. 3: :D ;::0 I ($) J;:. I ...... ~I IJ) ...... ...... .. w (J) tJö -I (f) () () ;::0 o -( ö o z o T1 T1 -- () m - IJ) ...... (J) 1 1\)' UlI UI w (J) IJ) ..oJ lJ (S) J:>. "- (S) J:>. California EnVirflntal Protection Agency Department of Toxic Substances Control .- December 1998 The Former K&D Salvage Yard Site WHAT IS THE PURPOSE OF THIS FLYER? This flyer has been developed to inform you about activities at the former K&D Salvage Yard site, located at 600 S. Union Ave., Bakersfield, California. HOW DOES THIS AFFECT ME? As you mayor may not know, the former K&D Salvage Yard (Site) operated as an auto dismantler and storage facility on 10 acres between 1958 and 1989. Previous investigations at the Site found that K&D's former operations resulted in soil contamination with heavy metals including lead and zinc, waste oils, and polychlorinated biphenyls (otherwise known as PCBs). Currently, the Site is abandoned and because it was never adequately fenced, is accessable for unauthorized disposal of debris, such as tires, old appliances and other household items. In August 1998, the Department of Toxic Substances Control (DTSC) issued an Imminent and Substantial Endangerment Determination and Order (otherwise known as an Order) to those parties found responsible for contaminating the Site. The Order stated, that under DTSC oversight, the responsible parties were to conduct and pay for an investigation and eventual cleanup of the Site, Unfortunately, the responsible parties did not comply with the Order, and in October 1998, DTSC determined that it would take responsibility for conducting and paying for investigation and cleanup of the Site. WHAT CAN I EXPECT TO SEE IN MY NEIGHBORHOOD? Even though DTSC has already concluded that contamination does exist at the Site, further investigation is needed to determine exactly what kind and how much contamination still remains, A contractor has been hired by DTSC to remove the debris and install a new fence around the Site. Once the Site has been cleared of all debris, soil samples will be collected. These activities are expected to last approximately 7 to 14 days, with work occurring Monday through Friday, 8:00 a.m. to 5:00 p,m. During this time, you may notice trucks hauling off debris, It is DTSC's goal to keep truck traffic and parking to a minimum in order to reduce any inconvenience to the neighborhood. Once the Site has been fully investigated, the results of DTSC's findings and cleanup strategy will be made available to the public for review and comment. Flyers like this one will be provided to keep you informed as activities progress. HOW CAN I GET INVOLVED? DTSC's policy is to encourage community involvement in the decision-making process and two-way communication. As part of DTSC's Public Participation strategy for this Site, a public participation plan will be developed by meeting with members of the affected community to formally document their questions and concerns. Other strategies for this site include, but are not limited to: developing a site specific mailing list; establishing an information repository to provide community access to DTSC documents related to this project; and distributing fact sheets updating the affected community throughout the project. WHAT HAPPENS NEXT? Once this phase of the project has been completed, a fact sheet may be distributed to the site specific mailing list announcing the next technical and participation steps in the project. If you find, however, that you would like more information prior to being contacted by DTSC, you are encouraged to contact: Megan Cambridge Department of Toxic Substances Control 10151 Croydon Way, Suite 3 Sacramento, California 95827 (916) 255-3727 or Heidi Hansen Department of Toxic Substances Control P.O. Box 806 - HQ15 Sacramento, California 95812-0806 (916) 324-3108 Mailing List Coupon If you have any comments concerning the Former K&D Salvage Yard site or if you would like to be put on the site specific mailing list, please take a moment to fill out the information below and mail it to Heidi Hansen, DTSC, P,Q. Box 806 - HQ15, Sacramento, CA 95812-0806. MAILING LISTS ARE CONSIDERED A PUBLIC RECORD, Name: Address: City: Comments: State: Zip Code: Agencia para la prot.n ~el Medio Ambiente de California Departamento para el Control de Substancias Tóxicas .\ Oiciembre de 1998 El Antigua Local de K&D Salvage Yard ¿CUÁL ES EL PROPÓSITO DE ESTE VOLANTE? Este volante se ha desarrollado para informarle sobre las actividades que se lIevan a cabo en el antiguo local de K&O Salvage Yard, localizado en el 600 S. Union Ave., Bakersfield, California. ¿DE QUÉ MANERA ME AFECTA ESTO? Como usted sa be 0 quizás no 10 sepa, de 1958 a 1989, en el local de K&O Salvage Yard operaba un establecimiento de desmantelamiento y almacenamiento de autom6viles, en una extensi6n de 10 acres. En investigaciones previas del Local se descubri6 que las antiguas operaciones de K&O contaminaron el suelo con metales pesados, entre los que se incluyen el zinc, desechos de aceite y bifenilos policlorinados (polychlorinated biphenyls) (conocidos como PCBs). Actualmente, el Local está abandon ado, y puesto que nunca se cerc6 adecuadamente, da cabida a que se tiren, de manera desautorizada, desechos como lIantas, aparatos electrodomésticos viejos y otros artículos del hogar. En agosto de 1998, el Departamento para el Control de Substancias T6xicas (Oepartment of Toxic Substances Control-OTSC) emiti6 una Determinaci6n y Orden de Peligro Substancial e Inminente (Imminent and Substantial Endangerment Oetermination and Order) (a la que se refiere como Orden) a aquellas partes que se determin6 eran responsables de contaminar el Local. La Orden estipulaba que, bajo la supervisi6n del OTSC, las partes responsables deberlan lIevar a cabo y pagar el costo de una investigaci6n y limpieza eventual del Local. Desafortunadamente, las partes responsables no acataron la Orden, y en octubre de 1998, el OTSC determin6 que éste se haria responsable de lIevar a cabo y pagar el costa de la investigaci6n y limpieza del Local. ¿QUÉ PUEDO ESPERAR VER EN MI VECINDARIO? Aunque el OTSC ya ha concluido que la contaminaci6n en el Local existe, se necesitan realizar investigaciones adicionales para determinar exactamente qué clase y cuánta contaminaci6n resta aún. EI OTSC ha empleado a un contratista para que extraiga los desechos e instale una nueva cerca alrededor del Local. Una vez que sa hayan eliminado todos los desechos del Local, se tomarán muestras del suelo, Se espera que estas actividades duren aproximadamente de 7 a 14 dlas, realizándose trabajo de lunes a viernes, de 8:00 de la mañana a 5:00 de la tarde. Durante este tiempo, es posible que usted note que camiones transporten los desechos fuera del local. EI objetivo del OTSC es minimizar el tráfico y estacionamiento de camiones, a fin de reducir cualquier inconveniencia al vecindario, Una vez que el Local se haya investigado a fondo, 105 resultados de 105 hallazgos y la estrategia de limpieza del OTSC se pondrán a la disposici6n del público para que los analice y haga sus comentarios al respecto, A medida que avancen las actividades, se proporcionarán volantes como éste para mantenerle informado. ¿CÓMO ME PUEDO INVOLUCRAR? La polltica del OTSC es alentar el involucramiento de la comunidad en el proceso de la toma de decisiones, y facilitar la comunicaci6n abierta entre todas las partes involucradas. Como parte de la estrategia del OTSC para la Participaci6n del Público, se desarrollará un plan de participaci6n del público, lIevando a cabo reuniones con los residentes de la comunidad afectada para documentar formalmente sus preguntas y preocupaciones, Otras estrategias para este local incluyen, pero no se limitan a: desarrollar una lista de correspondencia especifica a este local; establecer un dep6sito de informaci6n para proporcionar a la comunidad acceso a 105 documentos del OTSC relacionados a este proyecto; y distribuir hojas informativas para poner al día a la comunidad afectada a 10 largo del proyecto, ¿QUÉ SUCEDERÁ DESPUÉS? Una vez que se haya completado esta fase del proyecto, es posible que se distribuya una hoja informativa alas personas de la lista de correspondencia especifica a este local, anunciando los pasos técnicos y de participaci6n siguientes que se tomarán con relaci6n al proyecto. Sin embargo, si a usted Ie gustaria recibir más informaci6n antes de que el OTSC se comunique con usted, se Ie _~ reC9!T1ien9-ª_qu-ª-J~_Eu:~ongª--eRçQJltÇlct_~LÇ-º!l: __ _ ________ ___ = -_ - - __ _-_ -~_______~____ ---- Megan Cambridge Department of Toxic Substances Control 10151 Croydon Way, Suite 3 Sacramento, California 95827 (916) 255-3727 o Heidi Hansen Department of Toxic Substances Control P.O. Box 806 - HQ15 Sacramento, California 95812-0806 (916) 324-3108 Cupón para la Lista de Correspondencia Si tiene algún comentario con relación al Antiguo Local de K&D Salvage Yard, 0 si Ie gustaría que se Ie incluyera en la lista de correspondencia específica a este local, por favor tómese unos momentos para anotar la información a continuación y envíela por correo a Heidi Hansen, DTSC, P,O. Box 806 - HQI5, Sacramento, CA 95812-0806. LAS LIST AS DE CORRESPONDENCIA SE CONSIDERAN REGISTROS PÚBLICOS. Nombre: Dirección: Ciudad: Comentarios: Estado: Zona Postal: _- ì e -( RECORD OF TELEPHONE CONVERSATION Location: Gee) S UN'wJ ID# Business Name: ~~-'L ~Dt:.-J 'ST'A--re ~(.s Contact Name: br (c- LA J=. (b~ Business Phone: '7 (b J 2. 55".. 3> 70/1 /v\ßß'L ~ 7({::;,. ~~I - '8.05.7 Inspector's Name: ~ Time of Call: Date: ('2-/'?/4 ~ Time: 1(0() # Min: , ! Type of Call: Incoming [ ] Outgoing ~ Returned [ ] Content of Call: )+wlus 61; Si+-~ M~ f.JO<ý'/.~ tr- Actions Required: ~c1vG-~" G~ - ftb If 2f r[~-J d.f ~~ 0/ l-tc.'Z- W ~ Skf-e:5 Time Required to Complete Activity # Min: - ". Ji.....:!... PS Form 3800. June ....co't5 ." 4 õæ ::c !!! () 0 0 ." en 4 -- ~- <1' ;¡; <1' 0 3 "'c :rS¡ ~ ~ en ~ J> ~3 " ¡õ :0 Q) r- 0" i'i ê. ~ m "'" ;. ìJ "::c 3JJ ~ 0 ~ (') g 0 0.<1' ",<1' a. "T1 ~ en ~@ ::J" 0 Œ. g zt!! ¡;; a.~ ;: ?? ~ Q-'St 0'St ~ '" ~~~ ;¿ -< ii "'en "'I.!> '" ...V> \Q '" ~ð ~ð -< ." -..."c." " Q. s.~ 0:; '" (I)§:¡~o "T1 ." , .." :?.ß f1) - * ~ zi!í:D .,." " <1' ,,<C ....'" "l '" m ~~8(,) en ~õ ~ ~! ~ ~;;¡ m ~3$;:a L 0 ~ ~ :'::1 3 n ~ ~~ !! 'E' I ~~ m c: ~ ""f> r- ~ C " co š: c:: I I 3> ..t:: I ¡::' I":::::' \ -"-- - --. --------------- --------- -v,')"J~~') 1°-v, . -- ----------.-- ------------ f:,.~O~*'(. ~*'(.~ st¿SS~~ p,.Gt¿ O~~\p,. t¿ p,.S Sp,.~ p,.\..\f ~ S\~ ..J. ß-. Q ~, G \)5 " Sf\t¿~ 'J..t¿~ 0~ -- ------- - ~ .- ~---- ------- ~ ~ ------- ~. ------------- - ----. 1_.17VSlreel : . .. · Bakersfield, CA 93304 (805) 327-0671 (805) 324-4218 FAX & Associates . February 11, 1994 BSK JOB B93229 Mr. Nathan Daniels 3318 Harmony Drive Bakersfield, California 93306 SUBJECT: UST Site Assessment Report K & D SALVAGE Bakersfield, California Dear Mr. Daniels: BSK & Associates is pleased to submit this report for the above-referenced project. This report includes background information, purpose and scope, findings, and our evaluation of the findings. Appendix "A" presents soil boring logs, Appendix "B" presents results of chemical analyses of soil samples, and Appendix "C" presents a description of our investigative procedures, The work was conducted in conformance with guidelines of the Kern County Environmental Health Services Department. We recommend that you submit a copy of this report to the KCEHSD. Findings of the investigation did not reveal the presence of gasoline in the subsurface soils at the location of the former USTs. Based on our evaluation of the findings, we recommend that no further action be taken. We appreciate the opportunity to be of service to you on this project. If you have questions regarding this report, please contact our Bakersfield office. Respectfully submitted, BSK & Associates , b····~ /// . . 7 /7 . Bruce M. BI~ {ieOlogi? Ivan D, Sanderson, Ph.D. Registered Geologist No. 4514 Project Manager BMB/IDS:ds Distribution: Mr. Nathan Daniels (2 copies) Geotechnical Engineering' Engineering Geology' Environmental Services' Construction Inspection & Testing· Analytical Testing e e TABLE OF CONTENTS Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PURPOSE AND SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BACKGROUND INFORMATION .................................. 2 Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 Site Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 Site Geology and Hydrogeology ............................... 2 Site History ........................................... 2 INVESTIGATIVE PROCEDURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 Exploratory Boring and Sampling Locations . . . . . . . . . . . . . . . . . . . . . . .. 4 Laboratory Analysis of Soil Samples ............................ 4 FINDINGS ...............,................................ 5 Soil Profile . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 Results of Soil Sample Analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 EVALUATION ...... '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 Evaluation of Analytical Results of Soil Samples .... . . . . . . . . . . . . . . . .. 6 Extent of Soil Contamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 Potential Environmental Impacts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 6 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7 LIMITATIONS ...................,.....,................... 7 TABLES Table t ....... Results of Soil Sample Analyses - March 4, t 993 Table 2 ....... Results of Soil Sample Analyses - January 19, 1994 BSK JOB B93229 - Febmary 14, 1994 ~ & Associates e Table of Contents, Continued e FIGURES Figure 1 . . . . . . . Vicinity Map Figure 2 . . . . . . . Site Plan Figure 3 . . . . . . . Exploratory Boring Locations APPENDICES Appendix A . . . . . Log of Borings Appendix B . . . . . Analytical Results Appendix C . . . . . Field Sampling and Testing Procedures BSK JOB B93229 - February 14, 1994 ~ & Associates e - UST SITE ASSESSMENT REPORT K & D SALVAGE BAKERSFIELD, CALIFORNIA INTRODUCTION This report presents findings of an investigation to assess the extent of gasoline migration beneath a 500-gallon underground storage tank (UST), formerly located at the former K & D Salvage facility in Bakersfield, California. PURPOSE AND SCOPE Purpose of the investigation was to assess the extent of gasoline migration in the subsurface soil at the location of the former 500-gallon UST in conformance with requirements of the Kern County Environmental Health Services Department (KCEHSD). ßSK & Associates' (BSK) scope of work for this investigation induded: o A workplan and health and safety plan, dated October 1, 1993 (BSK Report 893229), was prepared and submitted to the KCEHSD for review and approval. The workplan, as amended, was approved in writing by Mr. Joe Canas of KCEHSD on December 9, 1993. o Three exploratory soil borings were drilled on the site and soil samples were collected on January 19, 1994. o Selected soil samples were analyzed for BTEX and total petroleum hydrocarbons as gasoline by 8SK Analytical Laboratories. o This report was prepared presenting our evaluation of the findings of our field and laboratory inve~jtigations and our recommendations as to further action. BSK JOB B93229 - Fehruary 14, 1994 ~ & Associates · UST Site Assessment Report - K & D Salvage e Page 2 BACKGROUND INFORMATION Project Location The project site is located at 600 South Union Avenue, Bakersfield, Kern County, California. The site is within the southwest quarter of the northwest quarter of Sec. 5, T.30 South, R.28 East, MDBM and is east of Union Avenue and north of Daniels Lane (see Vicinity Map, Figure 1). Site Description The site is level, partially paved with asphalt and concrete pavement, and is fenced on the north, south, and east property boundaries. The site is bounded on the north by a motel, on the south by Daniels Lane, on the west by Union Avenue, and on the east by undeveloped land. The USTs were located in the central portion of the site. There are presently no structures on the site. A large pile of wood and concrete debris is present in the area of the site southwest of the area of investigation. Weeds and trash were observed throughout the site. According to the owner there are no water wells, dry wells, or drainage sumps on the site. The Kern Island Canal runs approximately 1/8 mile south of the site. Site Geology and Hydrogeology The site is located within the San Joaquin Valley of the Great Valley geomorphic province of California. Near-surface site soils consist predominantly of fine to coarse sand, which are Quaternary alluvial deposits. Water well information obtained from Kern County Water Agency indicates that first-encountered groundwater occurs in unconfined aquifer conditions at a depth of approximately 220 feet in the vicinity of the site. Site History Information concerning the history of the site was provided by Mr. Nathan Daniels, the responsible party and owner of the site since 1982. The site was used until 1968 as a scrap metal recycling facility. In 1968, operations were transferred to an off-site location and only nonferrous materials were recycled at the site. Site operations were discontinued completely in 1981 or 1982. No other information was available concerning past uses for the site. 8SK J08 893229 - Febmary 14, 1994 ~ & Associates UST Site Assessment Report - KtD Salvage - Page 3 A SOD-gallon UST was removed from the site by M Construction on March 4, 1993. At that time a 1,ODO-gallon UST was discovered and also removed. Information obtained from Allen Daniels indicates that the 1,000-gallon UST was installed sometime during the late 1970s when use of the SOD-gallon UST was discontinued. At the time of the tank removals there was no product dispenser on the site. Because the USTs were not used for commercial purposes, it is likely that the product dispenser was previously located at or near the position of the USTs and that no extensive underground product lines existed. No other USTs or above-ground fuel tanks are known to have existed on the site. At the time of the UST removals, soil samples were obtained from beneath the USTs by BSK and analyzed for benzene, toluene, ethylbenzene, and total xyJenes (BTEX), and total petroleum hydrocarbons - Gasoline (TPH-G). Test results indicated detectable concentrations of BTEX and TPH-G in soil at depths of two and six feet beneath the SOD-gallon UST. Results of soil samples obtained from beneath the 1,000-gallon UST were non-detectable for BTEX and TPH-G. Laboratory results of the preliminary site assessment are presented in Table I. Based on the findings of the preliminary site assessment, KCEHSD requested that a site characterization study be conducted to assess the extent of gasoline migration in soil beneath the former SOD-gallon UST. BSK JOB B93229 - February 14, 1994 ~ & Associates UST Site Assessment Report - ! D Salvage . Page 4 . ... .. H.·....·. .>i ....... ..> TABLEt<>. .... .. H ·.··.·RESUI.;'rSO~S()ILSA,."PLÊÅNAL YSES;t(&þ$ALVAGESITE ... ..... ... · ············>······.·.~~~~ê~lW~I~~n~y~{;:Yür:hreh~,G~~~~:/. . .. Sámpl~dl'Aätch.~;1993 by Bs.t<&.Ašs~c.i.åtê.t;. Depth, ft TPH...G, Benzene, BTB mg/kg rng/kg .. Total Xylene!;, mg/kg East Tank 2 840 NO 1,9 1.4 18 (500 Gals.) 6 1,000 NO NO NO 20 West Tank 2 NO NO NO NO NO (1,000 Gals.) 6 NO NO NO NO NO Abbreviations: BTB = Below Tank Bottom TPH-G = Total Petroleum Hydrocarbons - Gasoline ND = None Detected mg/kg = Milligrams per kilogram (Parts per million) INVESTIGA TIVE PROCEDURES Exploratory Boring and Sampling Locations Following approval of the workplan by the KCEHSD, a field investigation was conducted by BSK on January 19, 1994. Three exploratory borings were drilled on the site. Boring B-1 was drilled at the former location of the 500-gallon UST to a depth of 37 feet, Boring B-2 was drilled 10 feet west of Boring B-1 near the former location of the I ,ODD-gallon UST to a depth of 25 feet, and Boring B-3 was drilled 10 feet south of Boring B-1 to a depth of 20 feet. Boring locations are shown on Figure 3. Soil samples were collected at five foot intervals commencing at a depth of ten feet to total exploration depth at each exploratory boring location. Laboratory Analysis of Soil Samples Soil samples, collected from Boring B-1 at 10, IS, 20, 25, 30, and 35 feet, from Boring B-2 at 10 and 25 feet, and from Boring B-3 at IS and 20 feet, were analyzed for TPH-G by EPA Method 8015 and BTEX by EPA Method 8020. 8SK J08 893229 - Fehruary 14, 1994 ~ & Associates e UST Site Assessment Report - K & D Salvage e FINDINGS Page 5 Soil Profile Subsurtàce soils generally consist of silty sand to a depth of 8 feet underlain by poorly graded sand and sandy silt to a depth of approximately 30 feet. Silty clay exhibiting moderate plasticity was encountered at a depth of 30 feet at the location of Boring B-1. Detailed descriptions of soil types are included in the Logs of Borings (Appendix A). Results of Soil Sample Analyses Results of analyses of soil samples collected by BSK on January 19,1994 for BTEX and TPH-G are presented in Table 2. Laboratory documentation is provided in Appendix B. . . .."'.'.. ..,. .. .... ....' ..., .,., TABLE 2 .. .'y»,).,../....... -: - '", . :.'-:<-:-:'-;'.--: .:::: :-:::->..:...:.:-::.,.-:-:-.... .;:"';"-::'-:"-" RESUL TS QFSOIL SAMPLE ANAL Y5E$, t<~D SALVAßI:Sr'l~n . . Total P~troleum Hydrocé)rbon$ ~. Gé)fiOlinf!i)n Benzene, Toluene, Ethylbenzf!ne, Xylem~~ .> ,in ,. . .. ..... SamplE!dJanuary19, 1994 by BSK &A~$ocj,tf!$<> Sample Boring .. Depmr ··TPH-:G, i3enzel1e, Location ftBSG mg/kg .. . mg/kg ...,. .. I·· ... .... S-1 8-1 10 NO NO 5-2 8-1 15 NO NO 5-3 8-1 20 NO NO 5-4 8-1 25 NO NO 5-5 8-1 30 NO NO 5-6 8-1 35 NO NO 5-7 8-2 10 NO NO 5-10 8-2 25 NO NO 5-12 8-3 15 NO NO 5-13 8-3 20 NO NO Abbreviations: B5G TPH-G = NO mg/kg = TOIQ~I1~, t:thYlb~rii!n!' 019/kg mg/kg) NO NO NO NO NO NO NO NO ,005 NO NO NO NO NO NO NO NO NO NO NO ·.t9('''XYI¡Òi~~ '.·.../.........mQ/~~/...·...·..·.· NO NO NO NO NO NO NO NO NO NO = Below 5ite Grade Total Petroleum Hydrocarbons - Gasoline = None Detected (Below Method Detection Limit) Milligrams per kilogram (Parts per million) BSK JOB 893229 - February 14, 1994 ~ & Associates UST Site Assessment Report -I 0 Salvage . Page 6 EVALUA TION Evaluation of Analytical Results of Soil Samples Results of analyses of soil samples collected on January 19, 1994 did not reveal the presence of BTEX or TPH-G in the subsurface soils at the former location of the 500-gallon UST to a depth of 35 feet. Results of soil samples obtained at the time of the UST removal on March 4, 1993 indicated that lów levels of TPH-G (1,000 ppm or less) were present at depths of 2 and 6 feet beneath the UST (10 to 15 feet beneath site grade at the location of Boring B-1). During drilling of B-1 gasoline vapor was noticed by the field geologist at a depth of approximately 10 feet. Extent of Soil Contamination BTEX and TPH-G were not detected in the soil samples collected and analyzed by BSK as part of this investigation. BTEX and TPH-G detected in samples obtained at the time of the preliminary site assessment on March 4, 1993 appear to have been localized, perhaps resulting from minor spillage during tank removal. Potential Environmental Impacts Based on the findings of this investigation, no subsurface conditions in the vicinity of the former USTs were identified that could impact the groundwater or the public health and safety. Recommendations Because no fuel contamination was found at the site, no further action is indicated. BSK JOB B93229 - Fehruary 14, 1994 ~ & Associates e . UST Sile Assessmenl Report - K & D Salvage Page 7 CONCLUSIONS On the basis of our evaluation of the findings, we present the following conclusions: o Soil profile in the vicinity of the former SOD-gallon UST consists of silty sand underlain by poorly graded sand and silty clay to the maximum explored depth of 37 feet. o First encountered groundwater is reported to occur in unconfined conditions at a depth of approximately 220 feet. o No measurable levels of petroleum hydrocarbons as gasoline were detected in the soil samples obtained by BSK to a depth of 37 feet BSG. o No subsurface conditions resulting from the former USTs were identified in the borings that present potential impacts to the environment or the public health and safety. o No further action is indicated. LIMITATIONS Findings presented in this report are based on data obtained from our field and laboratory investigations. The report does not retlect variations which may exist between exploratory boring locations and sampling points. Such variations cannot be anticipated nor may they be entirely accounted for in spite of exhaustive additional testing. This study was limited to characterizing the extent of gasoline migration in soil beneath USTs removed from the site on March 4, ·1993. This report is valid as of the present. The passage of time, natural processes or human intervention on the property or adjacent properties, or changes in government regulations can cause changed conditions which may invalidate the findings and conclusions presented in this report. ßSK JOB 893229 - Pebruary 14. 1994 ~ & Associates e UST Site Assessment Report - K & D Salvage e Page 8 BSK has prepared this report in accordance with generally accepted engineering and geological practices for the area, based on the guidelines of local and state jurisdictions. No warranties, either express or implied, are made. This report has been prepared for the exclusive use of the client. Use of or reliance upon this report or its contents by others, without express written consent by BSK, is strictly prohibited. BSK & Associates BSK JOB B93229 - Fehruary 14, 1994 ~ & Associates e APPENDIX A LOG OF BORINGS e ~ & Associates e SOIL LOG LEGEND tit UNIFIED SOil CLASSIFICATION SYSTEM MAJOR DIVISIONS (Standard ASTM Test Method D2487 For Classification Of Soils For Engineering Purposesl GRA VEL AND GRAVEllY SOILS COARSE GRAINED SOilS CLEAN GRAVELS (less than 6% fines) More than 60% of coarse fraction retained on No.4 sieve (More than 12% finesl GRAVELS WITH FINES More than 60% retained on the No. 200 sieve SAND AND SANDY SOILS 60% or more of coarse fraction passes No,4 sieve FINE GRAINED SOILS SilTS AND ClA YS liquid limit less Than 60 60% or more passes the No. 200 sieve SILTS AND ClA YS liquid limit 60 or More HIGHLY ORGANIC SOILS CLEAN SANDS (less than 6% flnesl SANDS WITH FINES (More then 12% finesl INORGANIC ORGANIC INORGANIC ORGANIC NOTE: Dual symbols are used to Indlcete borderline soli cllllslflcatlons SYMBOLS GRAPH lETTER VOv'OvOv o 0 0 0 GW C) C) C) ':"t':"t':"t':" --- . .I~ t~ t ~ Þ .IÞ liÞ .. . /)/ '/)/ :.-~~~" ... ... ... ... .. . .. . ..... . .. .. . . . . .". ~~ . II . - -- - - //'>/ // // ~;//;//;/~/ ///////~(; SAMPLER SYMBOLS GP GM GC SW SP SM SC ML CL OL MH CH OH PT TYPICAL DESCRIPTIONS Well-graded gravel. gravel-sand mixtures. little or no fines Poorly-graded gravel. gravel-sand mixtures. little or no fines Silty gravel. gravel-sand-slit mixtures Clayey gravel. gravel-sand-clay mixtures Well-graded sand. gravelly sand. little or no tines Poorly graded sand. gravelly send. little or no fines Silty sand. sand-silt mixtures Clayey sand. sand-clay mixtures Inorganic silt and very fine sand. rock flour. silty or clayey fine sand or clayey silt with sUcht nløsticitv lean clay-low to medium plasticity. gravelly clay. sandy clay. silty clay Organic silt and organic silty clay of low plasticity Elastic ailt. micaceous or diatomaceous fine sand or silty soil Fat clay-high plasticity Organic clay-medium to high plasticity: organic silt Peat. humus. awamp soil with high organic content [I] Auger Cuttings IQ] No Recovery I2J Disturbed Sample DI Shelby Tube [I Rock Core B Hand Auger/Sampler . California Sampler ~ Standard Penetration Test ~ & Associates e e LOG OF BORING B-1 BSK JOB NO: B93229 FIGURE NO: 4 ffi DATE: 1/19/94 SHEET 1 of 2 ~ LOGGED BY: Blythe ~ ~ ~ :I.o WATER LEVEL: No Groundwater Encountered :::E E-< ~ :::E ~ 0 ELEVATION: none ti: Z 0 CI) ~ EQUIPMENT: B-50 :I.o ~ ~ ~ :I.o ~ ~ CI) 0 CI) 0 LOCATION: East UST Z :I.o g ~ u ~ ..... :::E :::E :I.o 0 Ë ~ ~ .( ~ >- 0 ..... ~ ~ DESCRIPTION REMARKS :I.o CI) CI) SM SILTY SAND: Dark yellow brown; fine grained; Boring commenced at 0918 moist; with 5 percent 3116-inch rounded gravel. Hrs 5_ SP SAND POORLY GRADED: light yellow brown; loose; fine grained; slightly silty, 10 -- S-I 12 I Slight gasoline odor on sample. 15 I Becoming very fine grained; color change to S-2 22 Faint gasoline odor on grey-black. sample. - 20 Becoming medium grained; color change to grey. S-3 35 No gasoline odor on . - sample. - 25 I Color change to light yellow brown. 5-4 42 No gasoline odor on - Continued Next Page The described soil conditions may not be representative of those at different locations and times, ~ & Associates e e LOG OF BORING B-1 BSK JOB NO: B93229 FIGURE NO: 4 ~ DATE: 1/19/94 SHEET 2 of 2 ~ LOGGED BY: Blythe :Q ø.. WATER LEVEL: No Groundwater Encountered ~ E-< ~ ~ ::J 0 0( ELEVATION: none E-< Z 0 en ~ EQUIPMENT: B-50 ¡¡., ø.. ~ ~ ¡¡., ø.. ~ en 0 en 0 LOCATION: East UST E-< Z ø.. ~ ¡.L u :Q ..... ~ ~ ø.. 0 ~ en ¡.L 0( ,...:¡ >- 0 ..... ::> DESCRIPTION REMARKS ø.. en :Q en 3Q I S-5 32 SM SILTY SAND: yellow brown; clayey; moist; grades No gasoline odor on to plastic silty clay. sample. 35 I S-6 10 SC '//% SILTY CLAY: yellow brown; plastic. No gasoline odor on </; / ... /// sample. // Boring terminated at 37 feet /// /:// at tooo Hrlt. , The described soil conditions may not be representative of those at different locations and times. ~ & Associates e e LOG OF BORING B-2 BSK JOB NO: B93229 FIGURE NO: 5 ~ DATE: 1/19/94 SHEET 1 of 1 ffi LOGGED BY: Blythe ~ ~ WATER LEVEL: No Groundwater Encountered ~ ~ ~ Ii ~ ::> 0 ELEV A TION: none Z 0 tI) ~ EQUIPMENT: B-50 ~ 5 ~ ~ ~ -- is tI) 0 tI) 0 LOCATION: West UST Z ~ ~ w u ~ ...... ~ ~ ~ 0 g ~ tI) w ...... :>< DESCRIPTION REMARKS 0 ~ tI) ~ ~ ::> tI) SM SILTY SAND: dark yellow brown; moist; with 5 Boring commenced at 1025 percent 3/16-inch gravel. Hrs. 5 SP SAND POORLY GRADED: light yellow brown; loose. 10 I S-7 12 No gasoline odor on sample. · .. · 15 I . . Becoming finer grained; color change to grey black. $-8 16 · No gasoline odor on sample. ... . 20 No gasoline odor on $-9 18 sample. No gasoline odor on 25 I sample. S-IO 30 Boring terminated at 25 feet lal 1047 Hr!l The described soil conditions may not be representative of those at different locations and times. ~ & Associates e e LOG OF BORING B-3 BSK JOB NO: B93229 FIGURE NO: 6 ~ DATE: 1/ 19/94 SHEET I of 1 f;J LOGGED BY: Blythe I:Q ø.. WATER LEVEL: No Groundwater Encountered ~ f-< ~ ti ~ ;::¡ 0 ELEV A TION: none Z 0 tI) ~ EQUIPMENT: B-50 ø.. ~ ~ ~ ø.. ::I: tI) 0 tI) 0 LOCATION: 5 feet South of Boring B-1 f-< Z ø.. ::: J..I.j u I:Q - ~ ~ ø.. 0 9 ø.. tI) J..I.j -« ~ >- 0 - ;:¡ DESCRIPTION REMARKS ø.. tI) I:Q tI) SM SILTY SAND: Dark yellow brown; with 5-10 Boring commenced at liB percent 3!l6-inch gravel Hrs. S SP SAND POORLY GRADED: light yellow brown; loose; fine grained; slightly silty, '. W I S-ll 20 No gasoline odor on sample. 15 I S-12 20 No gasoline odor on sample. . . . No gasoline odor on 20 sample. , I . 5-13 34 Boring tenninated at 20 feet . . lalll1"'\Hr!l The described soil conditions may not be representative of those at different locations and times. ~ & Associates e APPENDIX B ANALYTICAL RESULTS e ~ & Associates ANALYTICAL ~ lAßORATORIES 1414 Slanislaus se Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-800-877-8310 . Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: BSK-Bakersfield Nathan Daniels Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-1 B93229 K & D Salvage S-1; B-1 @ 10' Sample Type Analyses for BTEX by EPA Method 8020 and TPH (G) by EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND l. DLR Multiplier = 1 : 01/19/94 0925 : 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, as Qasoline. Benzene ........................ Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, ~ DLR: Detection Limit tor the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia R930106 BTPSO.t an, QA/QC Supervisor 4'- ~ Jeffr~Creager, Organics Manager 1414 Stanislaus St. Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 H()(}'8 77-8310 e ANAL YTICAL ~ LABORATORIES BSK-Bakersfield Nathan Daniels Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Ch940212 : 0212-2 B93229 K & D Salvage S-2; B-1 @ 15' Case Number Lab ID Number Project Number Sample Description: Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) compound Results OLR Benzene ........................ 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) NO NO NO NO NO Sample OLR = OLR x OLR Multiplier, DLR Multiplier = 1 01/19/94 0936 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boi1ing point range are reported, in accordance with the method, as qaso1ine. LEGEND : DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia R930106 BTPSO.t 4l ~ Jeffrep7creager, Organics Manager ANALYTICAL g 1414 Stanislaus St. Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-800877-8310 LABORATORIES ~~ BSK-Bakersfield Nathan Daniels Case Number Lab ID Number Project Number Sample Description: e Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Ch940212 0212-3 B93229 K & D Salvage 5-3; B-1 @ 20' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1. DLR Multiplier = 1 Benzene ........................ To 1 uene ........................ Ethy lbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, 01/19/94 0938 01/20/94 01/20/94 01/25/94 SOLID ROTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, as qasoline. ~ DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. NO: None Detected Cynthia :19]0106 BTPSO. t 4 L _- Jeffre~creager, Organics Manager 1414 51anislaus 51_ Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-8()().8 77-8310 e ANAL YTICAl ~ LABORAroRILS ~~ BSK-Bakersfield Nathan Daniels Date Sampled Time Sampled Date Received Date of Analysis : Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-4 B93229 K & D Salvage S-4; B-1 @ 25' Sample Type Analvses for BTEX by EPA Method 8020 and TPH (G) by EPA Method BOIS Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1. DLR Multiplier = 1 Benzene ........................ Toluene ........................ Ethylbenzene . .................. Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, 01/19/94 : 0939 01/20/94 01/20/94 01/25/94 SOLID ROTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, M! Qasoline. ~ DLR: Detection Limit for the Purposeø of Reporting. Exceptional saøple conditions or matrix interferences may result in higher dstection limitø. ND: None Detected ~ ~ -#cL Jeffr Creager, Organics Manager Cynthia 1\')30106 BTPSO. t QA/QC Supervisor LABORArORllS 1414 Stanislaus SIr. Fresno. California 93706 Telephone (209) 497·2889 FAX (209) 485-6935 1-8ro877-831O e ANAL YTlCAl ~ é~~ BSK-Bakersfield Nathan Daniels Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-5 B93229 K & D Salvage S-5; B-1 @ 30' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR Benzene ........................ To 1 uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) 0.005 0.005 0.005 0.005 1. ND 0.005 ND ND ND Sample DLR = DLR x DLR Multiplier, DLR Multiplier = 1 : 01/19/94 0945 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, as qasoline. LEGEND : DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferencee may result in higher detection limits. ND: None Detected A'L --- ~ I" Jeffr~creager, Organics Manager '''~0106 BTPSO. t e 1414 Stanislaus Streel Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-800-877-8310 e ANALYTICAL ~ LAßORAfORllS ~~ BSK-Bakersfield Nathan Daniels Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-6 B93229 K & D Salvage 5-6; B-1 @ 35' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1. DLR Multiplier = 1 Ben zene ........................ Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, 01/19/94 1000 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling poi.nt range are reported, in accordance with the method, 'ªª qasoline. LEGEND : DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia pi it - 0106 BTPSO. t n, QA/QC Supervisor 4L .ø- Jeffr~ Creager, Organics Manager ANAL YTICAL r;m LABORATORIES , e 1414 Stanislaus Street Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1.w0-877-831O e Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: BSK-Bakersfield Nathan Daniels Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-7 B93229 K & D Salvage S-7; B-2 @ 10' Sample Type Analvses for BTEX by EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per, Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1. DLR Multiplier = 1 01/19/94 1034 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, ªª qasoline. Benzene ........................ To 1 uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, ~ DLR: Detection Limit for the Purpoøeø of Reporting. Exceptional øample condltionø or matrix interferenceø may reøult in higher detection limitø. ND: None Detected Cynthia R930106 BTPSO.t an, QA/QC Supervisor 41 ~ Jeffr1Ø'Creager, Organics Manager e 1414 Stanislaus Street Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-800877-8310 e ANALYTICAL ~ LABORATORIES BSK-Bakersfield Nathan Daniels Date Sampled : 01/19/94 Time Sampled : 1045 Date Received : 01/20/94 Date of Analysis : 01/20/94 Report Issue Date: 01/25/94 Case Number Lab 10 Number Project Number Sample Description: Ch940212 0212-8 B93229 K & D Salvage S-lO; B-2 @ 25' Sample Type SOLID Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR Benzene ........................ To 1 uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) ND ND ND ND ND 0.005 0.005 0.005 0.005 1. Sample DLR = DLR x DLR Multiplier, DLR Multiplier = 1 NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, 'ªª aasoline. ~ DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia Pigman RQ't0106 BTPSO.t Supervisor . -ß. L ". Jeffreþfcreager, Organics Manager ANALYTICAL ~ LAßORATOR I E 5 1414 Slanislaus SI. Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-800-877 -S31O e Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: BSK-Bakersfield Nathan Daniels Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-9 B93229 K & D Salvage S-12; B-3 @ 15' Sample Type Analvses for BTBX by BFA Method B020 and TFH (G) by BFA Method B015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR : 01/19/94 1120 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, .!!!! qasoline. Benzene ........................ ND ND ND ND ND 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR Multiplier = 1 ~ DLR: Detection Limit tor the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia 30106 BTPSO. t an, QA/QC Supervisor 4,L / Jeffr~Creager, Organics Manager e 1414 Stanislaus Street Fresno, California 93706 Telephone (209) 497-2889 FAX (209) 485-6935 1-80C}877-831O e ANAL YTlCAL ~ LABORATORIES BSK-Bakersfield Nathan Daniels Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch940212 0212-10 B93229 K & D Salvage S-13; B-3 @ 20' Sample Type Analyses for BTEX by EPA Method 8020 and TPH (G) by EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1- DLR Multiplier 1 Benzene ........................ To 1 uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, 01/19/94 : 1137 01/20/94 01/20/94 01/25/94 SOLID NOTE: Hydrocarbons in the gasoline boiling point range are reported, in accordance with the method, 'ªª Qasoline. LEGEND : DLR: Detection Limit.for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia R9J0106 BTPSO.t AL .- ~ - Jeffr~ Creager, Organics Manager Shaded areas forLABuscooly ] BSK Log Number:O 2 Î 2 , ¡ ~ y Ana1YÙcalD\aeDate:li~zlt',..CrtJ.ijl Requested Analyses . - - ANALYTICAL tl;_I~ LABORATORIES 1414 Stanislaus Street Fresno, CA 93706 (209) 485-8310 (800) 877-8310 (209) 485-6935 FAX Analyses Request / Chain of Custody &rwitt".",e.t.e S~ Cücut"ame Report Anenlion: -r- Pbone # ~ " ~ - /,., /J¿;] " " ~ ¿ r'" .fA A/'/J,Æfi r-f1!':./ ~ ~. '~ A~ Proje<;t . QuOle or PO A FAX# /)" < /J /.///.)/./ /.:) /. -' ..e' . -9.3".2 e:2 ~ c~e. Zip c1þJ opy to: System # ~ '\ 'L')¿-~ ;~./~¿/. ,. :ºª~.~..? , !samPled by: Date Time /.<, A2./r/-t6 Comment or 1\ 1YPii.....f..; Sampled Sampled Samp¡{' DescriptionlLocation Station Code :y; ...:.:~.::.:., ··:·,:::{:::.t&¡t' ; ~ ~~ht/ /J ¡P..2S /<~z:; .;$/9 ¿. i/~6 ~ (/I~' $/,1~~ ..'5'- / . /.:( - / n .Ú-) / í , /)4 :¡ 6- <-.,¿ A-/ r /"<" ,- .. '\ , I /74<" .,B--/ /. I <-3 c .,2c) iìâ.\ CJ 4 ~¿¡ ~. /<-/ ; ( I s- /' ..25'" I···.. , /'u;' i/~ <;' -~ L? -/ t'". ~o /. I ',·:c:': :::' ;<::: , \ /OV'-J <"- ~ /<. / c... ~</ 1 ) /~~/ <)- 7 A -,< ,n, /i) / I I /.- , /nY5 ~-/v .P-....:! c.- :J<'/ \ i· .. " /. } .... //-2 '-' $- /",2 Æ'- 5 t':. /S/ ( fcþ·..:.: ) // -?7 <Ç-/; A- $~--" ;I l ,;20 , ;.;,..:.:; i ~c.. Payment Received with Delivery . Date:. .. .:~unt: S Chtck'# ... . . InitíiIš' . n-_" ~. . . ." '::::" <:.:-::>::::>: .:. ""'<'::}\;::}« :.:: :::::.{} :-::.:' .F.f~9~:<:'····· . "',.. .,.:.:.:.::...,.........-:..,.:-...:... Tune Matrix Type: l· liquid S· Solid G - Gas Additional Services: Type of Hazards Associated with Samples: Rush Priority: [] - 2 Day [] . 5 Day [ ] - Fonnal Chain of Custody [] - QC Data package Additional Services Authorized by: Print Name (Signature) Company ;S-.1D Received I ReliDquisbed by: Rec0ive4lll.oIiDquiobcct by: ,f,mr.fl'~in~i ," ',(;j.... . . APPENDIX C FIELD SAMPLING AND TESTING PROCEDURES ~ & Associates e e APPENDIX C FIELD SAMPLING AND TESTING PROCEDURES TABLE OF CONTENTS Page INTRODUCTION . . . . , . . , . . , . . . . . , . . . . . . . , . . , , . . . , . , . . . . . . , . . . . . . . 1 SOIL SAMPLING .,.....,...,.,...,.,.,..,......................, 1 Exploratory Boring Locations .....,...",..."...,.,........"., 1 Soil Sampling Methods ,...,........,.,....,...."........,... 1 Equipment Decontamination, . , . . , . . . . . . , , , , . , , . . . . . . , . . . . . . . . . . 2 Soil Cuttings Disposition . . , . . , , . . . . . . . , , . . . , . . . , , , . . . . , . . , . . . . . 2 Field Logs/Documentation ",.....,....",..,.................. 3 LABORATORY TESTING ,..,.....",.".......,.....,....,......,. 3 Laboratory Analyses ..,...,......,.,.......,...........,...,. 3 Laboratory Quality Control . . . . . , . , . . . . . . . . . , . , . , . , . . . . . . , . . , . . . 3 BSK Job 893229 - Fehmmy 11, 1994 ~ & Associates . . APPENDIX C FIELD SAMPLING AND TESTING PROCEDURES INTRODUCTION This appendix presents soil sampling and analytical procedures utilized during a site characterization study to assess the presence and extent of gasoline constituents (TPH-G and BTEX) in soil beneath the former site of a 500-gallon underground storage tank (UST) at K & D Salvage, 600 South Union Avenue, Bakersfield, California. Field and laboratory investigations were conducted in accordance with the procedures described below. SOIL SAMPLING Exploratory Boring Locations Exploratory soil borings were located as described in the project workplan with the exception that proposed Borings B-4 and B-5 were not drilled. Two working days prior to commencement of the work, Underground Services Alert was notified and on-site underground utilities were identified and indicated. Undisturbed soil samples were obtained at each boring location at five-foot depth increments beginning at a depth of 10 feet BSG. Soil Sampling Methods A BSK geologist was on site to coordinate the work, to take custody of the soil samples, and to log soil types encountered during boring operations. Soil types were visually described in accordance with the Unified Soil Classification System and noted on boring logs with penetration blow counts and other pertinent data. BSK Job B93229 - Felmwry 11, 1994 ~ & Associates Appendix C - Pield Sampling Testing Procedures Page 2 Drilling was performed by BSK using a truck-mounted drill rig equipped with hollow~stem augers. Soil samples were collected with a California split spoon sampler lined with stainless steel tubes and driven through the center of the auger. The lowermost sample tube collected in the sampler was retained for chemical analyses. Ends of the sample tubes were sealed with Teflon film, covered with plastic caps, labeled, and sealed with waterproof tape having non-petroleum adhesive. Samples were identified by project number, sample number, date and time of sampling, and name of sampling personnel. Soil samples were stored in an ice chest mainta'ined at or near a temperature of 4°C and shipped to BSK's California Department of Health Services certified laboratory in Fresno, California. Samples were accompanied by a chain-of-custody form. Chain-of-custody documentation include sampler's name, sample identification information, requested chemical analyses, and times and dates of custody transfers. Equipment Decontamination Drill bits, auger flights, and other ancillary equipment were cleaned with a high pressure hot water washer prior to drilling and between each boring location. Between soil sampling events, samplers were disassembled and washed in a solution of laboratory grade detergent, rinsed with clean water, and reassembled with clean sample tubes to minimize the potential for cross contamination between sampling events. Soil Cuttings Disposition Soil cuttings generated from Borings B-2 and B-3 were used to backfill the boreholes. Soil cuttings generated from Boring B-1 were spread on site for aeration under the approval of the KCEHSD on-site representative. The borehole for Boring B-1 was backfilled with a sand/cement slurry. Spent soil samples from laboratory analyses were retained for a period of 30 days from the date of analysis and will be disposed of in accordance with applicable state and federal regulations after that time period has elapsed. 8SK lob 893229 - Febmary II. 1994 ~ & Associates Appendix C - Field Sampling -¡¡resting Procedures Page 3 Field Logs/Documentation Soil sampling operations, site and equipment conditions, variances from specified sampling procedures, field observations, instrument readings and measurements, equipment and personnel decontamination procedures, and soil sampling depths and locations were documented by the field geologist on prepared BSK forms. These forms are retained in the project records. LABORATORY TESTING Laboratory Analyses Soil samples were analyzed for TPH-G and BTEX by EPA Methods 8020M and 8015M. Laboratory Quality Control Internal quality control checks used by the analytical laboratory to validate data included the foJlowing: Calibration Check Standard - A calibration check standard containing all of the analytes to be measured, internal standard, and surrogates was performed at the beginning of each day. Instrument Performance Criteria - Instrument performance criteria was demonstrated every 12 hours in conformance with performance criteria defined in EPA methods. Matrix Spike - Matrix spikes to measure analytical accuracy were analyzed at a rate of one for every ten samples analyzed. If calculated spike recoveries did not fall within acceptable ranges, corrective action was taken before further analyses was performed. Analysis of Duplicate Samples - Duplicate samples were run at a rate of one for every ten samples analyzed to measure analytical precision. Control Charts - Control charts prepared for each parameter determined by a method were supplied to each laboratory analyst to assess whether recoveries were within acceptable limits. Internal Standards - A known concentration of internal standard was added to every standard, blank, and sample analyzed for organic parameters to compensate for minor fluctuations in instrument response. Surrogate Standards - Samples were spiked with a surrogate closely related to the compound of interest before sample preparation. 8SK loh 893229 - Fehrum}' 1 I, 1994 ~ & Associates -- - · - BSK JOB B93229 SITE ASSESSMENT WORKPLAN AND HEALTH AND SAFETY PLAN K & D SALVAGE 600 SOUTH UNION AVENUE BAKERSFIELD, CALIFORNIA _... - ..........~ .. .~. - -_"___"~_M_____ .-t :", ...' \ . .::..~ ;: '\ /n-: ;'=, "I'" " , , -- I __ " \,', :'~ "\ ,'~~ -=- ~.:::.--~~~_.:,? ! :1 i I _.II9m ..._---_.-....-_..-.. .- -... -..~ ._._~~-_. ~ & Associates I~~ & Associates 117 "V" Street Bakersfield, CA 93304 (805) 327-0671 (805) 324-4218 FAX e October 1, 1993 Mr. Nathan Daniels 3318 Harmony Drive Bakersfield, California 93306 BSK JOB B93229 SUBJECT: Site Assessment Workplan K & D Salvage 600 South U nion Avenue Bakersfield, California Dear Mr. Daniels: BSK & Associates is pleased to present this workplan for the above-referenced project. It will be your responsibility to transmit a copy of the workplan to Ms. Flora Darling of Kern County Environmental Health Services Department for approval prior to commencement of our field investigation. We appreciate the opportunity to be of service to you on this project. If you have questions regarding this workplan, please contact our Bakersfield office. Distribution: Client (2 copies) Respectfully submitted, Ivan D. Sanderson, Ph.D. Registered Geologist No. 4514 Geotechnical Engineering' Engineering Geology' Environmental Services' Construction Inspection & Testing' Analytical Testing · .J TABLE OF CONTENTS Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 PURPOSE AND SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. 1 BACKGROUND INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 Site Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2 Site History ........................................... 2 Site Geology and Hydrology ................................. 4 TECHNICAL WORKPLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 Field Exploration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 Laboratory Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 Site Characterization Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 Project Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 LIMITATIONS ............................................. 6 TABLES Table 1 ............ Preliminary Analytical Results Table 2 . . . . . . . . . . . . Project Schedule FIGURES Figure 1 ........... Vicinity Map Figure 2 ........... Site Plan Figure 3 ........... Proposed Boring Locations Figure 4 ........... Hospital Location Map APPENDICES Appendix A ......... Laboratory Results Appendix B ......... Field Sampling and Testing Procedures Appendix C ......... Health and Safety Plan BSK Job B93229 - October 1, 1993 ~ & Associates e . SITE ASSESSMENT WORKPLAN AND HEALTH AND SAFETY PLAN K & D SALVAGE 600 SOUTH UNION A VENUE BAKERSFIELD, CALIFORNIA INTRODUCTION This report presents a Workplan and Health and Safety Plan for a proposed site assessment to characterize soil beneath a former underground storage tank site (UST site) at 600 South Union Avenue in Bakersfield, California. Preparation of this workplan was authorized by Mr. Nathan Daniels on September 23, 1993. Contents of this workplan include purpose and scope, background information, and a technical approach of our proposed field and laboratory investigations. Three report appendices contain Analytical Results (Appendix A), Field Sampling and Testing Procedures (Appendix B) and a Health and Safety Plan (Appendix C). PURPOSE AND SCOPE Purpose of this workplan is to provide Kern County Environmental Health Services Department (KCEHSD) with a description of the methodology and technical procedures to be utilized by BSK and Associates (BSK) during the proposed site assessment. Scope of BSK's work includes preparation of this workplan and health and safety plan, a field investigation consisting of sampling soil beneath the UST site, analytical testing of soil samples for gasoline constituents, and preparation of a site assessment report. BSK Jvb B93229 - October 1, 1993 ~ & Associates . . Workplan and Health and Safety Plan - K & D Salvage, 600 South Umon Avenue Page 2 During preparation of this workplan the following tasks were performed: . Mr. Nathan Daniels was interviewed on September 27 and 29, 1993, who provided background information. . This Workplan and Health and Safety Plan was prepared. BACKGROUND INFORMATION Project Location The project site is located at 600 South Union Avenue, Bakersfield, Kern County, California. The site is bounded on the west by South Union Avenue, on the south by Daniels Lane, and on the north and east by developed property. The site is within Section 5, Township 30 South, Range 28 East, Mount Diablo Baseline and Meridian (see Vicinity Map, Figure 1). Site Description The site is level, is unpaved in the vicinity of the proposed site characterization, and is bounded on the west by a discontinuous brick wall. Portions of the site are paved with asphaltic and Portland cement concrete, remnants of surface improvements now mostly removed. The site is bounded on the north and south by wood fences. There are presently no structures on the site (see Site Plan, Figure 2). A large pile of wood and concrete debris from demolition of site buildings is present southwest of the area on the site to be investigated. / Site History Information concerning the site history was provided by Mr. Nathan Daniels, site owner. This site, the former location of K & D Salvage, was used for many years as a recycling facility for scrap iron and other metals. In 1968, operations involving ferrous metals and automobiles were transferred to Golden State Metals, leaving scrap nonferrous metal operations only at this site. Operations ceased in 1981 or 1982. A Solid Waste Assessment BSK Job B93229 - OClober I, 1993 ~ & Associates . - Workplan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 3 metallic and other contaminants in site soil and groundwater in the eastern portion of the site were investigated. A test well was drilled that encountered groundwater at a depth of 220 feet. According to Mr. Daniels, slight concentrations of heavy metals were detected in groundwater in the well, but other wells in the neighborhood were tested and found to have similar background levels of heavy metals. During its operation as K & D Salvage (1935-1982), the property was owned by Mr. Nathan Daniels' brother, Robert Daniels. Upon the death of Robert Daniels in 1982, the property was inherited by his wife, ISabelle Daniels, who died in 1984. The property was then ¡ , purchased by Mr. Nathan Daniels from the estate of his brother's wife, for which Mrs. Joyce Clarke, a daughter of Robert and Isabelle Daniels, was acting as trustee. Mr. Daniels . p reports that at the time of his obtaining ownership, salvage operations had ceased. He had no knowledge at that time of the presence of USTs on the site. A SOD-gallon gasoline UST was used on-site for refueling a forklift used in the salvage operation. Mr. Nathan Daniels became aware of the existence of a UST at the site in 1989, when notified by KCEHSD of the need for its removal. Mr. Nathan Daniels did not know of any leakage from any USTs, nor was he aware of installation of a second UST, which was found by M Construction at the time of removal in 1993. According to Alan Daniels, Nathan Daniels' nephew, the 1, ODD-gallon UST was installed sometime in the late 1970s and the SOD-gallon UST was taken out of service, On March 4, 1993, two USTs - one of 500 gallons capacity and one of 1,000 gallons capacity - were removed from the western portion of the site by M Construction Co. (see Figure 2). At the time of the UST removal, BSK & Associates obtained soil samples from beneath the USTs and analyzed for benzene, toluene, ethylbenzene, and total xylenes (BTEX), and total petroleum hydrocarbons-gasoline (TPH-G). Preliminary site assessment results indicated detectable concentrations of gasoline and gasoline constituents in soil at BSK Job B93229 - October 1, 1993 ~ & Associates . - Work plan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 4 depths of approximately two and six feet below the former position of the 500-gallon UST. Results are shown in Table 1 and Appendix A. At the time of the tank removals, no evidence was seen above ground for a fuel dispenser. Since the USTs were not used for commercial sale of fuel, it is likely that the fuel dispenser was located at or near the position of the USTs and that no extensive underground fuel lines were present. Based on results of the preliminary sample analyses, Kern County Environmental Health Services Department (KCEHSD) requested that a Site Characterization Study be conducted to assess the vertical and lateral extent of gasoline migration in soil beneath the former UST . - ~ ~~ ~ w.rIJP, " site. ~tþQ. hott--~- '¡ ~-, /"'--1 ~ ~tGa.~, ~ Site Geology and Hydrology The site is located within the San Joaquin Valley of the Great Valley geomorphic province of California. Near-surface site soils consist predominantly of fine to coarse sand, which are Quaternary alluvial deposits. Water well information obtained from Kern County Water Agency indicates that first-encountered groundwater occurs in unconfined aquifer conditions at a depth of approximately 220 feet in the vicinity of the site. Î TECHNICAL WORKPLAN Upon approval of this workplan by KCEHSD, BSK will conduct a field exploration to obtain soil samples and a laboratory investigation to test the samples. The object of these efforts is to assess the extent of migration and concentration of gasoline constituents (BTEX and TPH-G) and presence of soluble lead in subsurface soils at the former UST site. Results will be summarized in a Site Characterization Report. These phases of work are described below. Field Exploration BSK Job B93229 - October 1, 1993 \~ Th~ field exploration will consist of drilling a maximum of five soil borings in the vicinity of the former USTs to a maximum depth of 50 feet below site grade (BSG) or until auger refusal or groundwater is encountered. Soil borings will be drilled with a Mobile B-50 drill rig equipped with eight-inch hollow-stem augers. Encountered soils will be field-screened for gasoline vapors using a photo ionization detector (PID). Depths to which drilling will be advanced will be based on PID readings. ,_ _ _ ~ ~ ~ ~~~~1=r A soil boring will be located at the cent of the former position of the 500-gallon UST to assess the vertical extent of contaminatio . Additional soil borings will be located at distances of ten feet from the center of the former UST position in various directions to assess the lateral extent of product migration. A proposed configuration for test borings is shown in Figure 3, but this configuration may be modified depending on site conditions encountered during the exploratio Undisturbed soil samples will be retrieved at five-foot increments commencing at a depth of 10 feet BSG, for field screening and laborator~ :::iÃ-Ù analysis-~"l\~~~.A:t~~ud"..Lt ~~~ ú.&a.~ ~ cn~~I6.. uL.1I D8ff-5 ~~ ~ÐtßL.,.. - - 0 U ~ Soil will be sampled, stored, and transported in accordance with guidelines outlined in U.S. EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods: SW-846, Third Edition. Chain-of-Custody documentation will be maintained during the sample transportation and handling process. <:)~..sU2.Q çU..t:r/l..·~~.~ Cl.J..~ ~ s(Q~ ~ ~ r1] Rf ' ~\~~ A BSK geologist will be on site to UdT:a~ ~nd log soil types encountered during boring operations. Soil types will be described in accordance with the Unified Soil Classification System. Drill cuttings will be screened with the PID for gasoline constituents and segregated based on the PID readings. Cuttings will be stored on site in D.O.T. approved drums. Following completion of drilling and sampling operations, the boreholes will be backfilled with a bentonite/cement slurry. Laboratory Investigation BSK Job B93229 - October I, 1993 ~ & Associates · . Workplan and Health and Safety Plan - K & D Salvage. 600 South UlÚon Avenue Page 6 Selected soil samples will be transported to BSK Analytical Laboratories in Fresno, California and analyzed for BTEX and TPH-G by EPA Methods 8020M and 80l5M. In addition, because of the apparent age of the former UST and the likelihood that leaded gasoline was previòusly stored in the UST, a selected soil sample will be tested for tota1lead by an approved DHS method. Site Characterization Report Upon completion of the field and laboratory phases of the investigation, a Site Characterization Report will be prepared presenting our findings, evaluation, and conclusions. The report will be prepared in accordance with guidelines set forth in KCEHSD Document UT-35, Site Characterization and Site Remediation, and will include a summary of analytical data, boring logs, the extent of contamination (if present), estimates of cost for at least three alternative remediation methods including the no-action alternative, and a workplan for additional site characterization (if necessary). Project Schedule We anticipate that approximately four to five weeks, exclusive of agency review time, will be required to complete the investigation and report after approval of this workplan by KCEHSD. It is anticipated that the field investigation will commence within one week after agency approval. Laboratory analysis of soil samples will require approximately ten working days from the time of submittal. A site assessment report will be submitted to the client approximately two weeks after receiving results of the soil analyses. The preliminary project schedule is presented in Table 2. LIMITATIONS The scope of work presented in this workplan is based on the assumption that site features and conditions do not deviate significantly from the information provided to BSK by the BSK Jvb B93229 - October I, 1993 ~ & Associates · .' Workplan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 7 client. This workplan is presented with the understanding that it is the client's (property owner's) responsibility to transmit the information contained herein to the appropriate regulatory agency for approval prior to commencement of our investigation. It will be the responsibility of the client to identify existing underground systems and features prior to commencement of drilling operations. BSK will not be responsible for damage to subsurface features or to the environment resulting from our drilling at locations approved by the property owner. Execution of the scope of work outlined in this proposal may result in the generation of hazardous materials. BSK will not be responsible for the generation, manifestation, transportation, or disposal of hazardous materials. Hazardous materials generated by the work will remain the responsibility of the property owner. This workplan has been prepared in accordance with generally accepted engineering practices for the area, based on the guidelines of federal and local jurisdictions. This workplan has been prepared for the sole use of BSK and our client. No warranties, express or implied, are made. BSK & Associates 8SK Job 893229 - October 1, 1993 ~ & Associates . e Workplan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 8 ·········DšûLTšôFSOmŠAMPmANALYŠÊŠK&DSÂ1LVÂGÊ'šì~î~·" , .....,., 1'O'I'ÀLiETRfiLÊûMffimR~êARíl6~ši~AsÖLíNi·<·I'¡¡··:: ·jÎÈNî~~;TºímNJt~EflI¥tîjfiÑììw;,œ~šiU») . . '. '. . ·,'.'......S@IPPle4Marçb4, 1993bY~:~.i~II~I/ · .. . '.. ... '" .".... .. . . .....",,--. ·.....TPJtSG;··¡···· ... ·,I)1~/J<g·· .. .. .. . . . . . . . ... .. . . . . . . . . . . . . . . ... .. . . . . . . . . . . ..... ...:... .. · '.' ·.,T#9~'/ r¡çp~b.~< · , ))~¡!H<... ftBTH · natiðD: ... East Tank 2 (500 Gals.) 6 West Tank 2 (1,000 Gals.) 6 ··""·:TA.8tJtT" .'.,' ,', ., .. -, ......... ................................. " .."....... ,..,..... .". . .;.:.'...-:.;...;.....;.;-:;-::-.:-..;.. . ......:.'....................,........-...... . .,...,......."....:...............'.... ... :::::';";;:;:::;:;:;:,:;::::.:,;:::;:;:::::; .. ....,. ... .. ....,..... .. .. .. . ... .. . .. . ,". ..' ... .. . .. .. .. . .. .... .... .. ..... . .. .... ... . .. . . . . . "... .. . . . . .·..·..·B:ii~~e,.........· ··.......~!:~~0...:.·..... .......~.~t......... ,. .. ·········..7If········ .... ···mg..ç}· 1 9 1 4 .·..¡.·.I~f\I~....··.. }·...···mg¡~gC . ... .. . ........ .. -. ". ..... 18 .... . . 840 NO 1,000 NO NO NO NO NO ND NO NO NO NO NO 20 NO NO Abbreviations: BTB - Below Tank Bottom TPH-G - Total Petroleum Hydrocarbons - Gasoline ND - None Detected mg/kg - Milligrams per kilogram (pans per million) ...... ....... ..... ......... ....' .1i' ....... . ... ..' A K.l " /., ..... .... ....../ ...... . .. H ....,..... .......... ............... ......, ....... ... ". .. ... ... >/. ...... .......\... ..... ........ ..... ,.~'" .....:. ............ ... ".1 ...... '../.. 1./ ./ .. .."....... I····· .. ...... '.. ....... ......... ...... .... Submit Work plan for Agency jil~ l~ ~~i ;~~~ ¡~¡; ".0:'" ~@~' ,~.. ,..::-; Approval i~ ~ ~ t.~ ¡~ ......'..... ............. ...... ....".. ........... '". Field Investigation Analytical Testing Final Report BSK Jùb B93229 - OClober 1, 1993 I .........,..................... ............../.. ..............~......... ~... . .......\ .. (f1W.~~/'<"" I.......~ II~ g iif~ ¡m~i:_;:,~:,'~:'~~,i: "~j,, ,::~¡:: ':~¿: ,~,~ ,I ::::?: ,,¡ ':,., ,... .:*:~., :,' ."_. ",', .',.:.. . , ~.;§ ·fJJ :¡m: :. . J¡i*!í&::':.':, ' ~ & Associates . . Workplan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 3 Test (SWAT) was conducted thereafter, in which the presence, concentration, and extent of metallic and other contaminants in site soil and groundwater in the eastern portion of the site were investigated. A test well was drilled that encountered groundwater. at a depth of 220 feet. According to Mr. Daniels, slight concentrations of heavy metals were detected in groundwater in the well, but other wells in the neighborhood were tested and found to have similar background levels of heavy metals. During its operation as K & D Salvage (1935-1982), the property was owned by Mr. Nathan Daniels' brother, Robert Daniels. Upon the death of Robert Daniels in 1982, the property was inherited by his wife, Isabelle Daniels, who died in 1984. The property was then purchased by Mr. Nathan Daniels from the estate of his brother's wife, for which Mrs. Joyce Clarke, a daughter of Robert and Isabelle Daniels, was acting as trustee. Mr. Daniels reports that at the time of his obtaining ownership, salvage operations had ceased. He had no knowledge at that time of the presence of USTs on the site. A 500-gallon gasoline UST was used on-site for refueling a forklift and other vehicles used in the salvage operation. Mr. Daniels has no recollection of when the 5OO-gallon UST was installed. When this UST began to leak, it was taken out of service and a 1,0oo-gallon UST was installed adjacent to it. According to Alan Daniels, Nathan Daniels' nephew, the 1,000- gallon UST was installed sometime in the late 1970s. Currently Alan Daniels is doing business as Double D Recycling on the eastern portion of the property. ~ March 4, 1993, two USTs - one of 500 gallons capacity and one of 1,000 gallons capacity - were removed from the western portion of the site by M Construction Co. (see Figure 2). At the time of the UST removal, BSK & Associates obtained soil samples from b~neath the USTs and analyzed for benzene, toluene, ethylbenzene, and total xylenes (BTEX), and total petroleum hydrocarbons-gasoline (TPH-G). Preliminary site assessment results indicated detectable concentrations of gasoline and gasoline constituents in soil at BSK Jub B93229 - October 1, 1993 ~ & Associates e e Workplan and Health and Safety Plan - K & D Salvage, 600 South Union Avenue Page 3 wt Here. 15 c.orf'€C!---tI CH15 ich the presence, concentration, and extent of 5D( sc+e).pet" O"~SI reQut5+J groundwater in the eastern portion of the site It encountered groundwater at a depth of rcentrations of heavy metals were detected in I neighborhood were tested and found to have I Te~ me 22C gro slm i DUI ! 982), the property was owned by Mr. Nathan Dar þth of Robert Daniels in 1982, the property was _, .. __6 died in 1984. The property was then purchased by Mr. Nathan Daniels from the estate of his brother's wife, for which Mrs. Joyce Clarke, a daughter of Robert and Isabelle Daniels, was acting as trustee. Mr. Daniels reports that at the time of his obtaining ownership, salvage operations had ceased. He had no knowledge at that time of the presence of USTs on the site. A 500-gallon gasoline UST was used on-site for refueling a forklift used in the salvage operation. Mr. Nathan Daniels was aware of the existence of a UST at the site, but did not know of any leakage or installation of a second UST, which was found by M Construction at the time of removal. According to Alan Daniels, Nathan Daniels' nephew, the I,OOO-gallon UST was installed sometime in the late 1970s when the original UST began to leak and was taken out of service. On March 4, 1993, two USTs - one of 500 gallons capacity and one of 1,000 gallons capacity - were removed from the western portion of the site by M Construction Co. (see Figure 2). At the time of the UST removal, BSK & Associates obtained soil samples from beneath the USTs and analyzed for benzene, toluene, ethylbenzene, and total xylenes (BTEX), and total petroleum hydrocarbons-gasoline (TPH-G). Preliminary site assessment results indicated detectable concentrations of gasoline and gasoline constituents in soil at BSK Job B93229 - October 1, 1993 ~ & Associates e APPENDIX A ANALYTICAL RESULTS - ~. & Associates ^N"L YT IC"l œ l^ßOR^fORIf:S &..\r...rIAI ~ 1414 Stanislaus 5t.'- Fresno, California ~6 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 e',.. BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch930557 0557-1 B93039 East Tank (500 Gal) 2' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR Benzene ........................ ND 1.9 1.4 18 840 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR Multiplier = 1 DLRI Detection Limit for the Purpose. of Reporting. Bxceptional sample condition. or ~trix interferences may result in higher detection limits. 1m: None Detected Cynthia >,930106 BTPS.t : 03/04/93 1250 03/05/93 03/11/93 03/11/93 SOLID an, QA/QC Supervisor ~L--/ Jeffr Creager, Organics Manager 1414 Stanislaus se --' Fresno, California 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 ,e- ^N^L YTICM œ L^ßORAroRIES 6,wWIØJfI¡J ...... BSK-Bakersfield K & D Salvage Date Sampled Time Sampled' Date Received Date of Analysis Report Issue Date: Case Number : Ch930557 Lab ID Number 0557-2 Sample Type Project Number : B93039 Sample Description: East Tank (500 Gal) 6' Analyses for BTBX by BFA Method 8020 and TFH (G) by BFA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) , Compound Results DLR ND 0.005 ND 0.005 ND 0.005 20 0.005 1000 1- DLR Multiplier = 500 Benzene ........................ Tol uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. RD: None Detected Cynthia '{!'~,)106 BTPs.t ' : 03/04/93 : 1255 03/05/93 03/11/93 03/11/93 SOLID --- L/' ~t Jeffr Creager, Organics Manager QA/QC Supervisor ANAL YTlc'!\l ~ lADORATORIES ¿;..,.\-....., ~ 1414 Stanislaus se-, Fresno, California 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 e---, BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received : Date of Analysis : Report Issue Date: Case Number : Ch930557 Lab ID Number : 0557-3 Sample Type Project Number B93039 Sample Description: West Tank (1000 Gal) 2' Analyses for BTEX by EPA Method B020 and TPH (G) by EPA Method BOIS Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR Benzene ........................ ND ND ND ND ND 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) sample DLR = DLR x DLR Multiplier, DLR Multiplier = 1 DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or ~trix interferences may result in higher detection limits. RD: lIone Detected Cynthia Pigman, QA/QC Supervisor F-10106 BTPS.t -ill -- Jeffr~ creager,POrganics Manager : 03/04/93 1305 03/05/93 03/0B/93 03/11/93 : SOLID 1414 Stanislaus se,,-,,! Fremo, California 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-871-8310 A\, .- ANAL YT ICt.l œ lABORATORIES &MI....., ...... BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis : Report Issue Date: Case Number Ch930557 Lab ID Number : 0557-4 Sample Type Project Number B93039 Sample Description: West Tank (1000 Gal) 6' Analvses for BTBX by BPA Method 8020 and TPH (G) by BPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND L DLR Multiplier = 1 Benzene ........................ Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Supervisor #it ,- Jeffr creager,~organics Manager Cynthia Pigman, : g. 1106 BTPS.t 03/04/93 1315 03/05/93 03/0B/93 03/11/93 SOLID BSK Log Number ¿IIJ ~- J--; \ ANALYSIS REQUEST ¡CHAIN OF CUSTODY RECORD 'I uLJO -' q. d 7 '::1 Client blame ~ K ~ ~ S-olva~e. Aáaress C"? ~. .V,~ 1""'+- - /c .(;_ ~ //7 --//" J. ( /J::e.: City,.5tate, Zip r/ ,-, :;17"";; I Repon. ~enllon ~~·...s{,r::¡d) - "( Y.).)V"ý- .L.to-. Sampled by __ r-, Time ~ .L.~-- ..y-::r.., t:lc.-;C''''- sampled See....1 below) I Pro)eC<l..,or P.Q." - 9 k'ç';sC ~ ¡Phone /I _....-= _; ~'S - :-,.;:,./-~/ Date sampled ~- y~ Sample deSCription Number of ::ontaíners Lab Sample number / Analysis reQuired Lab Use Only I (I In this V section ~ ,# " ~ ?!' /, Sample Seals (See key ¡¡ belOw) ~ c-;~ RemarICS V .>( ;( X )( / S' ø;..~~ ./~ 7.'~')~ 5'0 £ÔŸ J/¢ /;: $",.1'.... :>0 ¡; ar1' J4 /."() ') /- St> tVdl -~ /:/c; J4-. S6 Ú~7 ~ /';o.? Go~ µ-~/~ C çvt) ~'/ 'íðt-.f (/þ7C/C>¿;q) ~~¡:. ÚCXXJ (;'QIJ .-/ I \ ¿;.. 6''' / ~ z.." I ~ ¿-', / l\ :> .-- ' .J o..,.::! .-- , ..)Q i- ,:) r-. , J ci-" {Ï $"o....d IMPORTANT NOTICE: No samples will be analyzed without an authorized signature in this section, I am hereby requesting BSK's Normal Chai~ustody Procedures tor the:tzPI I understand that these proceòures are generally COI\SISIen! with ZCh08e . d In I 77.""""E';'. 846 d that there is no extra charge for this service. , ~ By: .r /' Signature §.jønature II / ReIinQuistMId tr¡ Æ- /f ~Æ""¡' r /{)'h~ Lt 'A ì ~ () I am hereby requesting BSK's Formal Chaì~USIOdy Procedures tor the above samples. I understand that these procedures are generally consistent with those outlined in U.s. EPA Conlnld L.BbcnIoIy Program SUIte- men! of Work. Section F, and that there is a charge of $50.00 per work order or ss.oo a bailie, whicheIIer is grøaler, By: Authorized Signature Date Tuœ . I Print Name Company .ðJF. i?' 4' .!rfa-.lt"1-j P£?t:--. j'/~hJ' ;;Cb /J-. 3~5~., ì~}D Received tr¡ ;z;..~~ D. S" Q-d~1- h. (Q¡(2P.{n ~ ~ Relinquished by Received by Relinquished tr¡ ReceMId tr¡ .. ßSI< & Associates Chemical Laboratories, ~ Type: AO-AQueous Sl-8ludge SQ-So PE-PøtroIeum m-other Seals: P-PnIeenI A-AbIent 8-BrokIIn DISTRIBUTION: WHITE, CANARY . LABORATORY PINK· ORIGIN,(TOR NOI8: Samples are discarded 14 days after results are reported unless other arrangements are made. Hazardous samples will be returned to client or disposed of at client expense. 1414 Stanislaus Street Fresno. Califomia 93706 Telephone (209) 485-8310 . Fax (209) 485-7427 e e APPENDIX B FIELD SAMPLING AND TESTING PROCEDURES ~ & Associates e e APPENDIX B FIELD SAMPLING AND TESTING PROCEDURES TABLE OF CONTENTS Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 SOIL SAMPLING ........................................... 1 Exploratory Boring Locations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 Soil Sampling Methods .................................... 1 Equipment Decontamination ................................. 2 Soil Cuttings Disposition ................................... 2 Field Logs/Documentation .................................. 2 LABORATORY TESTING ...................................... 3 Laboratory Analyses ...................................... 3 Laboratory Quality Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 BSK Jvb B93229 - October 1, 1993 ~ & Associates e e APPENDIX B FIELD SAMPLING AND TESTING PROCEDURES INTRODUCTION This appendix presents soil sampling and analytical procedures to be utilized for a site characterization to assess the presence and extent of gasoline constituents (TPH-G and BTEX) and soluble lead in soil beneath the former site of a 500-gallon and a 1,OOO-gallon UST at K & D Salvage, 600 South Union Avenue, Bakersfield, California. Field and laboratory investigations will be conducted in accordance with the procedures described below. SOIL SAMPLING Exploratory Boring Locations Exploratory soil borings will be located as described in the project workplan. Two working days prior to commencement of the work, Underground Services Alert will be notified and on- site underground utilities will be identified and indicated. Undisturbed soil samples will be obtained at each boring location at five-foot depth increments beginning at a depth of 10 feet BSG. Soil Sampling Methods A BSK geologist will be on site to coordinate the work, to take custody of the soil samples, and to log soil types encountered during boring operations. Soil types will be visually described in accordance with the Unified Soil Classification System and noted on boring logs with penetration blow counts, PID readings, and other pertinent data. Drilling will be performed by a truck-mounted drill rig equipped with hollow-stem augers. Soil samples will be collected with a California split spoon sampler lined with stainless steel tubes BSK Job B93229 - October 1, 1993 ~ & Associates Appendix B - Field SamPlingtt Testing Procedures e Page 2 and driven through the center of the hollow-stem auger. The lowermost sample tube collected in the split spoon sampler will be retained for chemical analyses. Ends of the sample tubes will .. .._ ....., __c _",-_~>.__._.:.. -.......:;!~.~ ~.,--,--. be sealed with Teflon film, covered with· plastic caps,· labeled; and sealed with.~waterproof.tape having non-petroleum adhesive. Samples will be identified by project number, sample number, date and time of sampling, sampling personnel initials, and requested analyses. Soil samples will be stored in an ice chest maintained at or near a temperature of 4°C and shipped to BSK's California Department of Health Services certified laboratory in Fresno, California. Samples will be accompanied by a chain-of-custody form. Chain-of-custody documentation will include sampler's name, sample identification information, requested analyses, and times and dates of custody transfers. Equipment Decontamination Drill bits, auger flights, and other ancillary equipment will be cleaned with a high pressure hot water washer prior to drilling and between each boring location. Between soil sampling events, samplers will be disassembled and washed in a solution of laboratory grade detergent, rinsed with clean water, and reassembled with clean sample tubes to minimize the potential for cross contamination between sampling events. Decontamination methods and equipment used will be documented by the field geologist. Soil Cuttings Disposition Soil cuttings generated during boring operations will be used to backfill the boreholes upon completion of each boring. Spent soil samples from laboratory analyses will be retained for a period of 30 days from the date of analysis and will be disposed of in accordance with applicable state and federal regulations after that time period has elapsed. Field Logs/Documentation Soil sampling operations, site and equipment conditions, variances from specified sampling procedures, field observations, instrument readings and measurements, equipment and personnel decontamination procedures, and soil sampling depths and locations will be documented by the field geologist on prepared BSK forms. These forms will be retained in the project records. BSK Jub B93229 - October 1, 1993 ~ & Associates Appendix B - Pield Sampling .Testing Procedures e Page 3 LABORATORY TESTING Laboratory Analyses Soil samples will be analyzed for TPH-G and BTEX by EPA Methods 8020 M and 80l5M, and for soluble lead by the California Waste Extraction Test (WET) method set forth in Cal.Code Regs.,tit.3,§66261.126 Appendix II. Laboratory Quality Control Internal quality control checks that will be used by the analytical laboratory to validate data will include the following: Calibration Check Standard - A calibration check standard containing all of the analytes to be measured, internal standard, and surrogates will be performed at the beginning of each day. Instrument Performance Criteria - Instrument performance criteria will be demonstrated every 12 hours in conformance with performance criteria defined in EP A methods. Matrix Spike - Matrix spikes to measure analytical accuracy will be analyzed at a rate of one for every ten samples analyzed. If calculated spike recoveries do not fall within acceptable ranges, corrective action will be taken before further analyses are performed. Analysis of Duplicate Samples - Duplicate samples will be run at a rate of one for every ten samples analyzed to measure analytical precision. Control Charts - Control charts prepared for each parameter determined by a method will be supplied to each laboratory analyst to assess whether recoveries are within acceptable limits. Internal Standards - A known concentration of internal standard will be added to every standard, blank, and sample which is analyzed for organic parameters to compensate for minor fluctuations in instrument response. Surrogate Standards - Samples will be spiked with a surrogate which is closely related to the compound of interest before sample preparation. BSK Job B93229 - October 1, 1993 ~ & Associates 1~:t'\ . . ...~<r - e~ -~ ~ - - ~. .~ -- RECORDING REQUEITED BY TICOR-TITLE INSURANCE COHP~ 558445-EIt/9h "'~2 ,,,,1864 198' MAR 2 3 AN 8· 00 RECORDED BY , GALE S. ENST I'D 'f~X q!.~" or ';1_"··-- . . . AND WHEN RECORDED MAIL TO Nam. r NATHAN DANIELS 3318 Harmony Drive ¡~:~ Bakersfield, California 030960 . City II SUite L r Nam. Str..t A.dc!l'... -.-- .., 9330 ...J MAIL TAX STATEMENTS TO ï SAME AS ABOVE 7.00 OR 5 1.00 110EP A 03123784 A 1ft RI991 ...J SPACE ABOVE THIS LINE FOR RECORDER'S USE- Individual Grant Deed THI. FO''''. ,"URN'SWED .,. TICOII TITL& 'MSU""". The undersigned grantor(s} dec1ar§~~ Documentary transfer tax is $ .00- . (XX) computed on full value of property conveyed, or \ .C. ) computed on full value less value of liens and eÌlcumbrances remaining at time of Sale, tx ) Unincorporated area: ( ) City of , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ISABELLE DANIELS, a widoW1 and ISABELLE DANIELS, as Trustee of the DANIELS QTIP TRUST NA'l'HAN DANIELS, TruBtee of the NA'l'HAN DANIELS SURVIVORS TRUST, Dated September 19, 1980 the following described real pro~ in the unincorporated area of the County of Item . State of California: FOR LEGAL DESCRIPTION, SEE EXHIBIT · A· A'l"l'ACBED BERETO AND MADE A PART BEREOF. hereby GRANT(S} to lo~ Áo-rnA~1 ISABELLE DANIELS STATE OF CALlFORNtA -} COUNTVOF RIVERSIDB ss. ~ ~...r ~ On MARCH 21. 1984 before u ~ me, the undcrsiped, . Notary Public in and for said State, ' penona1ly appeared ISABELLE DANIELS /,,:nollally luwwn to me or proved ro me on the basis of sat· ISfactory evidence to be the penon_ ,mose name 18 subscribed to the within instrument and acknowleð¡;ed that she executed the same. .'TN"'çC'.w& _ A(þ Signature t"'\ ..,(\ 1 ß , Dated: March 16, 1984 (This arca for official notar¡d ~aI) Title Order No. Escrow r: Loan No. MAIL TAX STATEMENT: AS DIRECTED ABOVE JF~~ . . e.oo ~I, ¡ I ~ ~ ~ !: I I '. , ,. " " ¡ .' I' ¡; I l' 1, I I i " '--. .; J ,I 10*<. ['. í . :-I \ ~ ""-'l '\ l...' ""'^- ........ ~ '(y '-lß.e. :.....J-., -II:-~tl-Ç-OOI/ ~L tLq,~. ~L ^Ôktj.r-. .¡r- c 1I.,t,,.>., , 'f' . r-+a ~ k^~, t,<-J ~ c ,'", , ~ .R,P, . 1( ~)) }nq".,,-S (FcKJ?i~y Gcil>FN ' CSTl'tfF inF"ìl'tJ.. S ... ~ ~< LJf\J,Ò^" /'tVl:;:"' e ..... 1JA ì Ì)I9N~LS . ~O(.J6Hì (fR(jr;:p..,.)' t:D 1'\11\.-\ -:s 0 '1 <!. L - r1 L IiIO ~ '.I ~ ";- 1 :t,,' ... I I~", . . ~- '- I, I~ . ,~-' L -. -S- r-p..... '¡- ~ -J ' ¡'. ',:s/ ~ ,~'U J J"-c, I '\ 't') .>~_,' rv Af\) A-\ (~O J ß. Q . V C, R - ~-I+ 7 .~"\ "', ", I,~ ~.¡ ¡.~~ \ ( "' ;: ' . :'\¡" ~(,~' '. " ' \ :'\, - \ .. \~ I. e e APPENDIX C HEALTH AND SAFETY PLAN ~ & Associates e e APPENDIX C HEALTH AND SAFETY PLAN TABLE OF CONTENTS Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 PURPOSE OF HEALTH AND SAFETY PLAN ......................... 1 APPLICABILITY OF THE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 RESPONSIBILITIES .......................................... 2 Project Manager (BSK & Associates) . . . . . . . . . . . . . . . . . . . . . . . . . . ., 3 Site Safety Officer (BSK & Associates) . . . . . . . . . . . . . . . . . . . . . . . . . ., 3 Branch Health and Safety Officer (BSK & Associates) . . . . . . . . . . . . . . . . .. 4 Project Personnel (BSK & Associates) . . . . . . . . . . . . . . . . . . . . . .. 5 Subcontractor's Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5 JOB HAZARD ANALYSIS .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 6 Gasoline Constituents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 Lead . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6 Noise Hazards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7 Drill Rig Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. 7 Underground Utilities and Overhead Obstructions. . . . . . . . . . . . . . . . . . . .. 9 Traffic Hazards ......................................... 9 Personal Protective Equipment (PPE) . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9 Heat Stress Recognition and Control ........................... 10 EXPOSURE MONITORING PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11 DECONTAMINATION PROCEDURES ............................. 11 SITE CONTROL ........................................... 12 SAFE WORK PRACTICES . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . .. 12 HEALTH AND SAFETY EQUIPMENT LIST ......................... 13 EMERGENCY RESPONSE PLAN ................................ 14 Fire and Fire Extinguishers . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . ., 14 Communication (Telephones) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 14 BSK Job B93229 - Oerobe,l, 1993 ~ & Associates e e TABLE OF CONTENTS (CONTINUED) Incident Report ........................................ 14 Operation Shutdown ..................................... 15 SIGNATURE PAGE ......................................... 16 FIGURES Figure 4 . . . . . . . . . Hospital Location Map BSK Job B93229 - October 1, 1993 ~ & Associates e e APPENDIX C HEALTH AND SAFETY PLAN INTRODUCTION This plan has been prepared to provide health and safety guidelines for conducting a site characterization at 600 South Union Avenue, Bakersfield, California. Purpose of the proposed investigation is to assess the presence and extent of gasoline constituents (TPH-G and BTEX) and soluble lead in subsurface soils at a former UST site. PURPOSE OF HEALTH AND SAFETY PLAN Purpose of this plan is to assign responsibilities, establish personal protection standards and safety procedures, and provide for contingencies that may arise during proposed project operations at the site. This plan complies with, but does not replace, Federal Health and Safety regulations as set forth in 29 CFR 1910 and 1926, California Health and Safety Regulations as set forth in Title 8, California Code of Regulations, and guidance established by the California Department of Health Services. This plan is to be used by BSK & Associates (BSK) personnel as a supplement to such rules, regulations, and guidelines. APPLICABILITY OF THE PLAN Provisions of this plan are mandatory for on-site BSK employees engaged in hazardous material management activities including but not limited to initial site reconnaissance, preliminary field investigations, mobilization, project operations, and demobilization. Invasive work will be limited to exploratory soil borings with hollow-stem augers. Changing or unanticipated site conditions may require modification of this plan to maintain a safe work environment. Modifications to the plan should be recorded in field notes and reviewed with site personnel. Under no circumstances will modifications to this plan conflict with federal, state, or local health and safety regulations. Daily tailgate meetings will be held to emphasize work site hazards, safety procedures, and concerns of on-site personnel. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safetAtn e Page 2 If applicable, BSK will provide a copy of this plan to a representative of each on-site BSK subcontractor in compliance with 29 CFR 1910.120 and will inform subcontractors of potential site hazards. Each subcontractor shall provide a health and safety plan to its employees covering exposure to hazardous materials and shall complete work in accordance with that plan. BSK reserves the right to review each subcontractor's plan for applicability to potential site hazards. BSK reserves the right to suspend its subcontractor's site work and ask the subcontractor's personnel to evacuate the exclusion zone in the event of deficient health and safety procedures on the part of the subcontractor or if the subcontractor's personnel are, or may be, exposed to an imminent health hazard. The subcontractor shall provide its own safety equipment in accordance with its health and safety plan requirements. The subcontractor will comply with all regulations, including OSHA 29 CFR 1910.134 (Respiratory Protection), Title 8, CCR, Section 5192 (Hazardous Waste Operations and Emergency Response), and 29 CFR 1910.120 (Hazardous Waste Operations), and 29 CFR 1910.95 (Noise Hazards and Hearing Protection). RESPONSIBILITIES BSK will maintain site health and safety oversight and coordinate responsibilities for BSK employees; however, each subcontractor will be held accountable for the safe and healthful performance of work by each of their employees, subcontractors, or support personnel who may enter the site. Subcontractors involved in handling contaminated soils and groundwater shall require their employees, visitors, subcontractors, and their suppliers/vendors to comply with the minimum standards set forth by OSHA and the subcontractor's site health and safety plan while on the work site and during the performance of their contractual duties. Specific operations not covered in this plan will be governed by other applicable federal, state, and local regulations. The subcontractors are required to know and comply with the safety regulations that apply to their operations. 8SK Job 893229 - Oerober 1, 1993 ~ & Associates Appendix C - Health and sar-,an e Page 3 Provisions of this plan combined with applicable regulations issued by governmental entities will be strictly adhered to by BSK. Project Manager (BSK & Associates) The Project Manager (PM) will direct the on-site investigation and BSK personnel. The PM may delegate all or part of these duties to the Site Safety Officer (SSO). At the site, the PM and/or the SSO has primary responsibility for: · The availability, maintenance, and proper use of appropriate personal protective equipment (PPE). · Familiarity of on-site BSK personnel of the provisions of this plan, instruction of on-site BSK personnel in the work practices necessary to maintain safety, and instructing on-site BSK personnel of emergency procedures. · Ascertaining that BSK field personnel have requisite 40 hour health and safety training, 8-hour annual updates, and have been fit tested for the appropriate respirators. · Advising on-site BSK personnel of potential hazards associated with site operations. · Monitoring the performance of personnel regarding safe work practices. · Removing BSK or subcontractor employees who do not comply with safe work practices. · Correcting unsafe work practices or hazardous conditions that may result in personal injury or exposure to hazardous substances. · Directing emergency response operations. · Preparing accidentlincident reports. · Halting site operations, if necessary, to correct unsafe work practices. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safetyln -- Page 4 Site Safety Officer (BSK & Associates) The Site Safety Officer's (SSO) duties may be carried out by the PM or other site manager. To protect the health and safety of BSK personnel, the SSO shall: · Implement project health and safety plans, and report changes from the anticipated conditions described in the plan to the PM, and, if necessary, the Branch Health and Safety Manager (BHSM). · Verify that monitoring equipment is calibrated daily. · Maintain air quality monitoring equipment and verify that it is operating correctly. · Identify site personnel with special medical problems (e.g., allergies, perforated eardrum, etc.) and confirm their suitability to work based on physician's recommendations. · Monitor workers for signs of physical stress such as heat exhaustion, fatigue, or chemical exposure. · Conduct daily tailgate safety meetings. · Approve selection of personal protective equipment and monitor its maintenance and proper use. · Monitor decontamination procedures used by site personnel. · Monitor exposure to chemical and physical hazards. · Control entry and exit to work site during site operations. · Coordinate emergency medical care in the event of an accident. · Be aware of emergency procedures, emergency telephone numbers, and hospital location. Branch Health and Safety Officer (BSK & Associates) The Branch Health and Safety Officer (BHSO) shall: · Review this plan for appropriateness prior to commencement of work. · Audit on-site operations for compliance with this plan. · Provide health and safety support as requested by the SSO and PM. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safet. e Page 5 Project Personnel (BSK & Associates) Project personnel involved in on-site investigations and operations are responsible for: · Taking reasonable precautions to prevent injury to themselves and to their fellow employees. · Performing only those tasks that they believe they can do safely. · Immediately reporting accidents and/or unsafe conditions to the SSO, PM, or BHSO. · Following procedures set forth in this plan, and reporting any deviations from the procedures described in the plan to the SSO or PM for corrective action. · Notifying the PM and SSO of medical problems or symptoms of exposure to hazardous materials or conditions. BSK personnel associated with the field operations of the project include: Branch Health and Safety Officer. . . . . . . . . . . . . .Ivan D. Sanderson (805) 327-0671 Project Manager. . . . . . . . . . . . . . . . . . . . . .Ivan D. Sanderson (805) 327-0671 Site Manager/Site Safety Officer . . . . . . . . . . . . .Ivan D. Sanderson Subcontractor's Safety Representative Each subcontractor is required to designate an on-site safety representative. That individual is responsible for safe work practice by his work force and subcontractors. During the subcontractor's activities on site, the safety representative will perform work area safety inspections, conduct daily safety meetings, and orient new employees to safe work practices and site conditions. He will attend daily safety meetings with the SSO. The subcontractor's representative will also investigate accidents involving the subcontractor's personnel and report accidents to the SSO. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safety.n - Page 6 JOB HAZARD ANALYSIS Potential chemical hazards include those associated with exposure to gasoline constituents and lead in soil. Physical hazards that may be encountered on site include those from drill rig operations, cold or heat stress, noise, underground and overhead utilities, on-site traffic, and equipment failures. Gasoline Constituents Workers may be exposed to gasoline and its constituents at this UST removal site. Of these benzene, a carcinogen, is considered the greatest potential health risk. Principal routes of absorption are inhalation, absorption, skin and/or eye contact, and ingestion. Protective measures include respirators, safety glasses and face shields, disposable protective clothing, and disposable protective gloves. Decontamination is by washing with soap and water. First aid for exposure to gasoline is: Eye: Flush eyes immediately with fresh water for at least 15 minutes while holding the eyelids open. Remove contact lenses if worn. No additional first aid should be necessary. However, if irritation persists, see a doctor. Skin: No first aid procedures are required. As a precaution, wash skin thoroughly with soap and water. Remove and wash contaminated clothing. Inhalation: If respiratory irritation or any signs or symptoms of nervous system toxicity occur (headache, dizziness, loss of appetite, weakness, loss of coordination, loss of consciousness, coma), move the person to fresh air. If any of these effects continue, see a doctor. IF VICTIM IS NOT BREATHING OR IF BREATHING DIFFICULTIES DEVELOP ARTIFICIAL RESPIRATION OR OXYGEN SHOULD BE ADMINISTERED BY QUALIFIED PERSONNEL. Ingestion: If swallowed, give water or milk to drink and telephone for medical advice. DO NOT make person vomit unless directed to do so by medical personnel. If medical advice cannot be obtained, take the person and product container to the nearest medical emergency treatment center or hospital. Lead Workers may be exposed to lead in soil and dust generated from drilling and sampling operations. Exposure to lead should be minimized because of its toxic effect on humans. The BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safet. e Page 7 current National Institute For Health and Safety (NIOSH) Permissible Exposure Level (PEL) for lead in the breathing atmosphere is < 0.01 mg/m3 based on a lO-hour time weighted average (TW A). Principal exposure routes for lead are inhalation, skin or eye contact, and ingestion. Symptoms of lead exposure include: eye irritation, lassitude, and pallor. Skin contact with potentially contaminated soil or groundwater will be minimized by wearing personal protective clothing. Ingestion of contaminated materials will be minimized by good personal hygiene during work (i.e., thoroughly washing face and hands with soap and water before eating or drinking). First aid for exposure to lead is: Eye: Flush the affected eye with water and seek medical assistance if irritation develops. Skin: Remove contaminated clothing and flush contact areas with water and then thoroughly cleanse contact area by washing with soap and water. If irritation develops seek medical attention. Breath: IF VICTIM IS NOT BREATHING OR IF BREATHING DIFFICULTIES DEVELOP ARTIFICIAL RESPIRATION OR OXYGEN SHOULD BE ADMINISTERED BY QUALIFIED PERSONNEL. Swallow: Seek immediate medical assistance. Noise Hazards The primary noise hazard at this site is from the drilling equipment which may produce continuous and impact noise at or above the OSHA PEL in the immediate proximity of the equipment. Personnel within 25 feet of drill rigs shall wear hearing protective devices (either muffs or plugs). Drill Rig Hazards Safe work practices for drill rig operation include: . When moving a drill rig off-road, pay particular attention to obstacles in the route of travel. Walk the route first. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and Safeten e Page 8 · Providing an assistant to guide the driver when in close proximity to hazards or if clearance is at a minimum. · Setting the brakes and/or blocking the wheels when the mast is raised. · Lowering the mast when moving the rig. · Confirming the status of utilities (energized, charged, etc.) prior to drilling. Call Underground Service Alert (800-642-2444) to locate underground utilities. I - · Considering overhead lines to be energized. Watching for low overhead lines when entering a site; and call the utility for assistance in moving them. · Operating the drill rig at least 15 feet from overhead lines; checking with local utility companies to confirm line voltage and distance requirements . · Clearing the site of obstructions, debris, etc., prior to setting up the drill rig. · Maintaining proper "housekeeping" around and on the drill rig at all times. Tools should be stored in a manner that permits convenient access but also provides for personnel safety. · Keeping platforms, walkways and scaffolding free of obstructions and excess grease or oil that could cause a surface to become slick and dangerous. · Storing gasoline and other flammable substances only in approved storage containers equipped with spark arresters. · Inspecting drill rig equipment prior to starting work; repairing or replacing faulty items. · Handling augers with care. Using proper lifting technique; use a tool hoist for large or heavy augers. Staying clear of rotating augers and machinery. · Leveling and stabilizing the drill rig prior to raising the mast and prior to drilling. · Watching for slippery surfaces when mounting or dismounting the platform. BSK Jvb B93229 - October 1, 1993 ~ & Associates Appendix C - Health and Safet. . Page 9 · Covering or barricading unattended boreholes. · Avoiding drilling during electrical storms. Underground Utilities and Overhead Obstructions BSK will attempt to locate underground utilities prior to the commencement of drilling activities. Resources will include site plans, underground utility diagrams provided by the owner, and hand augering prior to drilling. Care will be exercised when moving the drill rig and other equipment in areas where overhead obstructions are present. Traffic Hazards Traffic cones and/or barricades shall be used to delineate the work/exclusion zone. Personal Protective Equipment (PPE) Minimum PPE for Site Personnel: · Hard hat · Steel-toed boots or shoes · Safety glasses with side shields Work/Exclusion Zone PPE Requirements: · Hard hat · Eye protection (face shield or safety glasses with side shields) · Steel-toed work boots · Hearing protection within 25 feet of operating drilling rig · Work gloves · Coveralls or long-sleeved shirts Based on subjective evidence of contamination, the following would be donned at the discretion of the SSG or PM: · Tyvek coveralls · Chemical-resistant steel-toed boots · Nitrile gloves (drillers can wear under work gloves) · Surgical latex or vinyl gloves (inner) · Half or full face respirators with organic vapor cartridges. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safety.n e Page 10 PPE may be downgraded from Level "C" to Level "D" at the discretion of the 8S0. Heat Stress Recognition and Control Heat stress is likely to be a significant hazard when ambient temperatures exceed 85°P. Some effects of heat stress include flushed skin, rash, irritability, faintness, or dry, cool skin. Wearing PPE can place a worker at an elevated risk of developing heat stress. This can result in health effects ranging from transient heat fatigue to serious illness or death. Heat stress is caused by a number of interacting factors including environmental conditions, clothing, work load, and the physical condition of the worker. Because heat stress is one of the most common (and potentially serious) illnesses at hazardous waste sites, rest periods, adequate drinking water intake, and regular monitoring for signs and symptoms of distress are vital. Heat-stress monitoring should be conducted if personnel are wearing PPE (including Tyvek-type coveralls) and the ambient temperature exceeds 70 degrees Fahrenheit. If impermeable garments are not worn, monitoring should commence when ambient temperatures exceed 85 degrees. Heat-stress monitoring should be conducted by measuring worker's heart rate at the beginning of each rest period (i.e. during the first minute). The worker's heart rate should not exceed 110 beats per minute during the first minute, and should decrease by 10 beats per minute for each of the following three minutes. If the heart rate exceeds this amount, shorten the next work cycle by a factor of one third and maintain the same rest period. Suggested monitoring frequencies are shown in the following table. Ambient Temp (oF) Not Wearing PPE Wearing PPE 77.5 - 77.5 After each 150 minutes of work After each 120 minutes of work 77 ,5 - 82.5 After each 120 minutes of work After each 90 minutes of work 82.5 - 87.5 After each 90 minutes of work A fter each 60 minutes of work 87.5 - 90 After each 60 minutes of work After each 30 minutes of work 90 and above After each 45 minutes of work After each 15 minutes of work When wearing PPE during warm weather conditions, a personal cooling vest or equivalent is recommended. To help prevent heat stress, site personnel shall drink a sufficient quantity of BSK l()b B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safeten e Page 11 water to maintain their body fluids at normal levels. Daily fluid intake must be approximately equal to the amount of water lost through perspiration. The normal thirst mechanism is not sensitive enough to provide for sufficient consumption of water to replace lost fluids. The following is recommended during warm or hot weather conditions: · Maintain an adequate supply of drinking water at a temperature of 50° to 60°F. · Drink at least 16 ounces of fluid (preferably water or electrolyte replenishing drink) before beginning work. · Drink a cup or more of water or equivalent fluid every 15 to 20 minutes, or during each rest period. A total of 1 to 1.5 gallons of fluid per day are recommended, but more may be necessary depending on physical condition of the worker and ambient temperature. EXPOSURE MONITORING PLAN Heat stress, nOIse, and chemical exposures may be encountered at this site. Monitoring procedures for these conditions are presented above. Noise levels will not be monitored; personnel will wear hearing protection. Drilling operations are not expected to generate a sustained dust cloud. If necessary, a water mist may be applied to reduce dust. Unusual or unrecognized odors or other chemical warnings noticed during work activities will result in cessation of work until the hazard is identified and the risk assessed by the SSO. DECONTAMINATION PROCEDURES A high-pressure hot water washer will be used for decontamination of shovels, auger flights, and other equipment. Rubber boots and gloves will be cleaned with a stiff bristle brush, detergent, and water. Tyvek coveralls, disposable gloves, and spent respirator cartridges should be bagged on site and disposed of with drill cuttings. BSK Job B93229 - October 1, 1993 ~ & Associates Appendix C - Health and safeta e Page 12 Respirators will be washed, sanitized, and stored in a clean plastic bag or case after each day's work. Each employee will be responsible for cleaning and maintaining his/her respirator. SITE CONTROL Entry into hazardous areas shall be limited to individuals who must work in those areas and are qualified to do so. Authorized visitors may be allowed to enter the exclusion zone only if they have read and understand this document and have agreed to abide by the requirements set forth, have the requisite health and safety requirements, are willing to follow the instructions of the SSG, and have been informed of the potential hazards and risks associated with them. Traffic cones, barricades, and warning tape will be used to delineate an exclusion zone around the drill rig and work area. The exclusion zone should encompass a 25-foot radius around the rig and work area. SAFE WORK PRACTICES The following generai guideiines are presented. · Eating, drinking, chewing gum or tobacco, and smoking are prohibited within the exclusion zone. · Avoid contact with potentially contaminated substances. Do not walk through puddles, pools, mud, etc. Avoid, whenever possible, kneeiing on the ground, leaning or sitting on equipment or ground. Do not place monitoring equipment on potentially contaminated surfaces. · Field crew members should remain aware of potentially dangerous situations (i.e., presence of strong, irritating or nauseating odors). · Prevent, to the extent possible, spillage. In the event that a spill occurs, contain liquid if possible. · Prevent splashing of contaminated materials. · The number of personnei and equipment in the exclusion zone should be minimized, but oniy to the extent consistent with work force requirements for safe site operations. 8SK Job 893229 - October 1, 1993 ~ & Associates Appendix C - Health and safety.n e Page 13 · Only personnel trained (Title 8, CCR, Sec. 5192) and authorized will be permitted to work in or enter the exclusion zone. · Personal protective equipment shall be used as specified by the 550. During drilling and sampling activities, the following safe work practices shall be employed: · Drilling and sampling equipment will be decontaminated before proceeding to the drill site. · At the drilling or sampling site, sampling equipment will be decontaminated after each use. · Work in areas of low expected contamination levels should be conducted first where practical. Work upwind of the contaminated area, if possible. · The minimum number of personnel necessary to achieve the objectives shall be allowed within the exclusion zone. · If emergency and backup subcontracted personnel are at the site, they will remain 25 feet upwind from the exclusion zone, where practical. · Unauthorized personnel will remain outside the exclusion zone at all times. HEALTH AND SAFETY EQUIPMENT LIST · Hard hats · Safety glasses with side shields · Ear plugs or muffs · Tyvek coveralls · Chemical resistant steel-toed boots or steel-toed boots with chemically resistant boot covers · Work gloves · Nitrile gloves · Surgical vinyl inner gloves · Half or full face respirators with orgamc vapor cartridges and dust and mist prefilters · Traffic cones and/or barricades · Wash tubs, scrub brushes, and detergent · First aid kit · Drinking water or electrolyte replenishing-type beverage · Type ABC fire extinguishers BSK Job B93229 - October J, 1993 ~ & Associates APpendi; C - Health and Safet~n e Page 14 EMERGENCY RESPONSE PLAN In the event of a fire or medical emergency, the following numbers may be called for assistance: BAKERSFIELD FIRE DEPARTMENT. . . . . . . 911 AMBULANCE ..................... 911 BAKERSFIELD MEMORIAL HOSPITAL 420 34TH Street, Bakersfield, CA .......... (805) 327-1792 BAKERSFIELD POLICE DEPARTMENT 911 POISON CONTROL CENTER .. . . . . . . . . . . (800) 642-2442 Bakersfield Memorial Hospital, located approximately 2 112 miles north from the project site at 420 34th Street in Bakersfield, is the closest general receiving emergency hospital (Hospital Location Map, Figure 4). A first aid kit will be available at the site for use in case of minor injuries. If direct contact with contaminants occurs, affected skin areas shall be immediately washed with soap and water. Fire and Fire Extinguishers Type ABC fire extinguishers will be available on site to contain and extinguish small fires. The local fire department will be summoned (911) in the event of a fire on site. Communication (Telephones) The nearest telephone is available at the eastern portion of the site at the office of Double D Recycling. Incident Report In the event of an incident resulting in injury or illness, work is to be stopped until the SSG has determined the cause of the incident and has taken appropriate action. An injury or illness, regardless of severity, is to be reported to the SSO or PM. The SSO will be responsible for completion of an accident report. BSK Job B93229 - OClober 1, 1993 ~ & Associates Appendix C - Health and safet. e Page 1 S Operation Shutdown If conditions arise which could result in physical injury or chemical exposure the PM, SSO, or subcontractor's safety representative shall request that operations be suspended until the condition is corrected or controlled. The SSG will have ultimate authority for operation shutdown and restart of operations. 8SK Job 893229 - October 1, 1993 ~ & Associates Appendix C - Health and safety. e Page 16 . SIGNATURE PAGE HEALTH AND SAFETY PLAN - SITE CHARACTERIZATION 600 SOUTH UNION A VENUE BAKERSFIELD, CALIFORNIA The undersigned employees of BSK & Associates have read this Site Health and Safety Plan in conjunction with the project described above, on the date(s) indicated. Department Manager: Date: Project Manager: Date: Staff Engineer/Geologist: Date: Driller: Date: Helper: Date: Technician: Date: Other: Date: Other: Date: Other: Date: Other: Date: Other: Date: BSK Job B93229 - Oc/ober 1, 1993 ~ & Associates e e ENVIRONMEt" AL HEALTH SERVIC~· DEPARTMENT STEVE McCALLEY, R.E.H.S. DIRECTOR 2700 -M- Street. Suite 300 Balterlfield, CA 93301 (805) 861-3636 (805) 861-3429 FAX FebruélI)' 24, 1994 REMEDIAL ACTION COMPLETION CERTIFICATION Nat Daniels K & D Salvage (formerly Golden State Metals) 600 Union Avenue Bakersfield, CA 93307 SUBJECT: Location: Known As: Site No.: 600 Union Avenue, Bakersfield, CA Golden State Metals 250011 Dear Mr. Daniels: This letter confirms the completion of site investigation and remedial action for the underground storage tank(s) at the above site. Thank you for your cooperation throughout this investigation. With the provision that the information provided to this agency was accurate and representative of site conditions, no further action related to the underground tank release is required based on the available information as set forth in California Code of Regulations, Title 23, Division 3, Chapter 16, Article 11, Section 2721(e) (Underground Storage Tank Corrective Action Regulations). If you have any questions regarding this matter, please contact Flora Darling at (805) 861-3636, Extension 549. Steve McCalley, Director Environmental Health Services D SMc:FD:ch dar1ing\250011.a · ',.i .:. . ."':; '. ·e-·· :, .-._, " ,....,",-....,..,_.,.,....,. d. .' .... ....,..,:._"...,.),....._~'I....c......'_____.. ENVIRONMENTAL HEALTH SERVICES DEPARTMENT STEVE McCALLEY, R.E.H.S. DIRECTOR 2700 -M- Street. Suite 300 Bakersfield. CA 93301 (805) 861-3636 (805) 861-3429 FAX December 9, 1993 Ivan Sanderson BSK & Associates 117 "V" Street Bakersfield, CA 93304 SUBJECf: Workplan for K & D Salvage Dear Mr. Sanderson: This Department· has once again closely reviewed your workplan for assessment of soil contamination at the above-mentioned facility and have reconsidered our position. The workplan is adequate for implementation. I believe a misunderstanding as a result of different interpretations of language used in the workplan is the reason for not receiving initial approval. In the future please do not hesitate to call me if an issue cannot be resolved with the person assigned a case. Thank you for your patience in resolving the perceived problem. Please contact Flora Darling forty-eight (48) hours in advance of the proposed drilling date. Sincerely, Steve McCalley, ~ctor I ~ L'dA.--- ~ By:/JOe Cañas, R.E.H.S. Interim Program Supervisor Hazardous Materials Management Program JC:ch cc: Nat Daniels canas\sanderso.let '.c..·.'.. ; _, ..L. '... ',.' ,., U·.."".e.',...·..... '. ....'. -....':!..:..,.!:&.~..;¡.~~~....~~..::~..~~......"\~.o:.~~~~~~~ e- ENVIRONMENTAL HEALTH SERVICES DEPARTMENT STEVE McCALLEY. R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bake~fi~,CA 93301 (805) 881-3636 (805) 881-3429 FAX November 1, 1993 BSK and Associates 117 "V' Street Bakersfield, CA 93304 A TIN: Ivan Sanderson K. & D. Salvage 600 Union Avenue Bakersfield, CA 93307 Permit #: 250011 Dear Mr. Sanderson: SUBJECT: This office is in receipt of your letter dated October 27, 1993, addressed to Mr. Nathan Daniels. Your comments are appreciated; however, five (5) test holes are considered excessive. Three (3) test holes should be adequate to determine the vertical and lateral extent of the petroleum hydrocarbon plume. One test hole should be placed at the center of the former underground tank location to define the vertical extent of the contamination. To define the lateral extent of the plume, one test hole should be located within a fifteen (15) foot radius of the vertical test hole. If contamination is found to be present, one additional test hole selected to define the lateral migration of the plume should be adequate. Additional test holes in excess of three (3) must have the concurrence of the hazardous materials specialist present on site during the investigation and the owner (responsible party). Please submit an addendum plan view of the site depicting the test hole locations. Upon receipt of the additional information, this office will continue its review. Contact me at (805) 861-3636, Ext. 549, if you have any questions. Sincerely, Steve McCalley, or By: Flora ¿~.s., R.EA Hazardous Materials Specialist III Hazardous Materials Management Program FD:ch cc: Mr. Nathan Daniels 3318 Harmony Drive Bakersfield. CA 93306 - . & AssOCiates . - ( . "v" St t ~_. ree BakerSfield, CA 93304 (805) 327-0671 (805) 324-4218 FAX ~, .... October 27, 1993 l~ ." q Mr. Nathan Daniels 3318 Harmony Drive Bakersfield, Califotnia 93306 ~ R.epon 2 Dear Mr. Daniels: SlIBJECT: Site Assessment W orkplao Addendum K & D Salvage 600 South Union A venue Bakersfield, California 1. :SK & ASSOCiates is in receipt of a letter (attached) &om Ms. Flora Darling of Kern C ty nYlr°lUnentaJ Health Services DepartnJent (KCEHSD) requesting 1J1inor chan es in ouroun W orkplao that We sUbmItted on OctOber I, 1993. This addend"", to the Wor~lao addresses the ISSUes raIsed. Please SUbmit one COpy to KCElfSD. FiYe test holes /]Jay not be excessive, aod three test holes /]Jay not be adequate EsK reserves the right to modify the n""'ber of test holes On the basis of findings d~ring he held InYestlgatIon, WIth the concurrence of the on-site Hazardous Materials pecIabst. A spacing in increments of ten feet radially arOUnd the f011)]er lJST center is reaS?nable because the contanunatlOn may be laterally extensive. Where the stratIficatIon sequence cOnsists of POrous sand underlain by silty Clay, ao incleased ~otentlal for lateral mIgratIOn of contaQ¡inants mUst be cOnsidered. To restrict test .onngs to fifteen feet from the center of the contan,¡nation zOne Places ao unneeded 1111l1tatIon On the SIte characteriza.tion effort. BSK reserves the right to change lateral spacIng of the bonngS On the baSIs of f111d111gS during the field investigation with the concurrence of the Hazardous Materials SPecialist from KCElfSD Who tr, .11 'b present. wI e The secOnd sentence in the secOnd paragraph On page 5 should read, "Addif 1 '1 borlIlgS w1lJ be located at 10, 20, 3D, aod 40 feet from the center oi the forn:~~:~' POSd'tron to the. West, south, nort¡ aod east, resPectively, to assess the lateral extent of pro Uct mIgratIOn. " Site Geology: The Property oWner repOrts that there are no SUmps Or dry WelJs On the SIte. The Kern 1s1_ Canal (l11]jined) is preSent about II, mile south of the lJST SIte. 1229 - October 27, 1993 '!ering . Engineerinq G",,,,__ e _ ENVIRONMENTAL HEALTH SERVICES DEPARTMENT STEVE McCALLEY. R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bakersfield, CA 93301 (805) 881-3838 (805) 881-3429 FAX October 20, 1993 BSK & Associates 117 "V" Street Bakersfield, CA 93304 Attn: Ivan Sanderson SUBJECf: K & D Salvage 600 Union Avenue, Bakersfield, CA Permit # 250011 Dear Mr. Sanderson: The proposed site characterization workplan prepared by your firm for the above-noted facility has been reviewed. Our review has revealed several items that must be clarified prior to this Department granting approval for work to begin. The items of concern are listed below. Please provide this office with the addendum information within thirty (30) days of the date of this letter. 1. Site geology (p. 4): In regard to the local topography, describe any sumps, dry wells and adjacent wateIWays that are present at the site. 2. Field exploration (p. 5): Five (5) test holes are excessive. Delete two (2) test holes. The distances between the test holes do not correspond with the locations depicted on the plan view. Lateral test holes should remain within fifteen (15) feet of the test hole selected to define the vertical depth of the· contamination plume. Vertical depths of all test holes must be advanced until field observation and field instrument readings indicate "nondetect" (N.D.) from a minimum of two (2) consecutive five (5) feet of soil samþles. Describe the rationale for the selection of the proposed test holes. 3. The abandonment of completed test holes (p. 5) does not agree with the procedures described in Appendix B, p. 2: Please be specific. Any modification in the field of an approved workplan must have concurrence from the Hazardous Materials Specialist present during the field investigation. In addition, the number of soil samples selected from each test hole for laboratory analyses must be adequate to obtain a representative profile of the contamination. - e e BSK & Associates Subject: 600 Union Avenue, Bakersfield, CA - Permit #250011 - October 20, 1993 Page 2 Upon the receipt of the addendum information addressing the above items, this office will be able to continue our review. If you have any questions, you may contact me at (805) 861-3636, extension 549. Sincerely, FD:cas cc: Nat Daniels K & D Metals 3318 Harmony Drive Bakersfield, CA 93306 \t1ora\250011.1tr - ENVIRONME'TAL HEALTH SERVIC'S ;~EPARTMENT STEVE McCALLEY, R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bakersfield, CA 93301 (805) 861-3636 (805) 861-3429 FAX July 22, 1993 Nat Daniels K & D Metals 3318 Harmony Drive Bakersfield, CA 93306 SUBJECT: Location: Known As: PERMIT #: 600 Union Avenue, Bakersfield, CA K & D Salvage 250011 Dear Mr. Daniels: The intent of this letter is to inform you of the necessary deadlines for work required at the property described above. As a responsible party for a leaking underground storage tank, you have previously received a letter from this Department notifying you of the required work necessary to identify the extent of the contamination. We are now requesting that this work, outlined in UT-35 , be done in a timely manner. In accordance with California Health and Safety Code, Chapter 6.7, and Kern County Ordinance Code, Chapter 8.48, the Kern County Environmental Health Services Department requires a determination of the threat to the environment. Accordingly, you must select an environmental contractor and submit a site characterization workplan proposal to this office by August 23, 1993. The workplan must be approved by this Department before any work is started. If you should have any questions regarding this matter, please contact me immediately at (805) 861-3636, Ext. 549. Sincerely, FD:ch darling\250011.121 Jo STEVE McCALLEY. R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bakersfield, CA 93301 (805) 861-3636 (805) 861-3429 FAX April 7, 1993 ... Nat Daniels K ~ 0 M-e"tI'\c....5 Golden State Metals 3318 Harmony Drive Bakersfield, CA 93306 SUBJECf: Location: 600 Union Avenue Bakersfield, CA 93306 Known as: Golden State Metals PERMIT #: 250011 Dear Mr. Daniels: This letter is an official notice to inform you that the property described above has been determined by Kern County Environmental Health Services Department to be the site of an unauthorized release of hazardous materials from an underground storage tank. This notice is sent to you because our records indicate that you are a responsible party for this property . As a responsible party, you must provide for all studies and work relating to the above· described property and the cost for oversight of these activities. California Health and Safety Code, Chapter 6.7, and Kern County Ordinance Code, Chapter 8.48, require a determination of the threat to the environment as a result of this release. THE RESPONSffiLE PARTY SHALL, ON A TIMELY BASIS, DEVELOP A SITE CHARACfERIZATION, FEASIBILITY STUDY AND REMEDIAL ACfION PLAN FOR KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT'S REVæW AND APPROVAL BEFORE THE WORK IS INITIATED. Enc1,?sed you will find Attachment "A", Handbook UT-35, which states the minimum required site work plan activities, the necessary requirements for selecting environmental contractors qualified to perform this work, a glossary of terms, example illustrations, and a section discussing the answers to commonly asked questions. The cost incurred by Kern County Environmental Health Services Department for tlíe oversight of the work for the site characterization, feasibility study, remediation action plan, site remediation, and ongoing monitoring is not covered þy any fees or permits. These costs are recovered by Kern County Environmental Health Services Department in one of the two methods described below. It is your responsibility to select the method of oversight cost recovery under the terms of (A) State contract or (B) County of Kern Local Agreement Option. These options pertain only to costs associated with oversight. e -, Nat Daniels April 7, 1993 Page 3 It is necessary for you to respond, in writing, within ten (10) calendar days of receipt of this letter to advise Kern County Environmental Health Services Department of your choice: either the State contract or the County's Local Agreement Option. If you select the County's Local Agreement, please complete and sign the Local Agreement (Attachment B), and return it with your check for $1,000.00 (one thousand doUars) made payable to the County of Kern, addressed to Kern County Environmental Health Services Department, 2700 M Street, Suite 300, Bakersfield, CA 93301, Attention: Accounting - Local Agreement Option. If you select the State contract, please indicate, in writing, that you have made this selection and that you have read the above official notification. Failure to respond within ten (10) calendar days to this notice will automatically result in oversight cost recovery for your site( s) to be placed under the terms of the State contract for Leaking Underground Storage Tanks. If you should have any questions regarding this matter, please contact Susan Gonzales at (805) 861-3636, Extension 510. ~ Steve McCaUey, Director . Environmental Health Services. SMc:ch Attachments colt\250011.a Attachment "B" e e KERN COUNTY LOCAL AGREEMENT OPTION BETWEEN KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT (Kern County Underground Storage Tank Permitting Authority) AND Nat Daniels Responsible Party for Underground Storage Tank for: Golden State Metals Permit #250011 This facility has experienced an unauthorized release of hazardous substances from an underground storage tank. Action is necessary to protect the public health and the environment of the County, pursuant to Chapter 6.7 of the California Health and Safety Code and Chapter 8.48 of the Kern County Ordinance Code. TIm WITNESS FOR TIm COUNTY AND SIGNATURE(S) FOR A RESPONSIBLE PARTY OF mE SUBJEcr FACILITY DESCRIBED ABOVE DO HEREBY AGREE mAT: Kern County Environmental Health Services Department shall act as the lead agency for regulatory oversight for the: a) Site characterization: the study of a site, including sampling of subsurface soil and water where contamination is found in order to fully assess its extent and threat to the environmenL It shall include a discussion of the relative risk to biological receptors and possible pathways of exposure. It may include removal or in-place closure of the tank, disposal or on-site treatment of contaminated backfill or adjacent soil, removal of hazardous substances floating on groundwater, and the drilling of groundwater monitor wells. b) Feasibility study: the identification and evaluation of feasible alternatives for cleaning up the site and remedying threats to public health and safety. c) Remedial action plan: the most cost-effective, appropriate plan to lessen, alleviate, abate, correct or clean-up the effects that a release of hazardous substances may have on the environment, based on the feasibility study. d) Remediation: the action chosen by the responsible party and approved by Kern County Environmental Health Serviœs Department for the mitigation and clean-up of contamination resulting from an unauthorized release of hazardous materials and any ongoing monitoring of the site. . . e e The responsible party shall do the following: a. Conduct all work as directed by Kern County Environmental Health Services Depanment ' pursuant to State and local law and in conformance with appropriate regulaûons to assess and remediate the contaminated site. b. Deposit with the Kern County Environmental Health Leaking Underground Storage Tank Local Option Trust Fund the sum of $1,000.00. The Depanment's oversight activiûes will be charged against this account at the rate prescribed by Kern County Ordinance Code Chapter 8.04 ($80.00 per hour). Monthly statements will be prepared detailing the acûviûes and services provided and the remaining credit balance. Kern County Environmental Health Services Depanment shall provide the following services: a. Oversight of all activiûes to characterize the site's threat to the environment and/or the groundwater, and coordination with the appropriate State, County and local regulatory agencies. b. Serve as the single contact point for the responsible party's representatives and other regulatory agencies for the activities described in Dall above. If during the Depanment's review of the site characterization/remedial action plan, it is determined that a permit may be required by another agency, the responsible party shall be referred to that permitting agency. c. Review reports, conduct inspections, and oversee monitoring until the site poses no funher environmental or public health threat An official certification letter shall be given to the responsible party when the site is determined to no longer pose a significant threat to the environment d. The responsible party will be officially notified by Kern County Environmental Health Services Depanment when: 1. Necessary oversight is completed. A final statement will be provided to the responsible party. If there remains an unexpended balance of the deposit made by the responsible party in the Leaking Underground Storage Tank Trust Fund, a refund for the unexpended balance will be issued; - or - 2. Founeen (14) hours of billable time has been reached. This will give notice that the available funds will be exhausted after six (6) additional hoUlS of billable time, at which time the agreement will expire. A statement estimating the amount of time necessary to complete any remaining oversight work will be sent The responsible party will then have another opponunity to renew his agreement with the County. 3. Failure to enter into another agreement shall require Kern County Environmental Health Services Department to utilize the State Water Resources Conuol Board Local Oversight Program for which the responsible party may be billed by the State directly for the cost of County services as well as State costs. -- - e e Kern County Environmental Health Services Depanment reseJVeS the right to cancel this agreement at any time for any reasons, including groundwater contamination or a uniquely complex hydrogeological condition. If an unexpended balance remains on deposit from the responsible party under the terms of this agreement, a refund for the unexpended balance will be issued and the agreement terminated. Once the agreement is cancelled, you, as a responsible party, will be enrolled in the State Leaking Underground Storage Tank Local Oversight Program. This agreement may be cancelled any time by either party by cenified registered return receipt letter to the other party within ays of said notification. ;/ /"7/ / / 1þ I,/ Æ:. :-/ / , '. "/'. (responsible party), have read and agree to the conditions of this agreement for the' contaminated site'described as: \.A /) I. ) -!~ ~f1 ,~/ Site Name " 'ÇJ U--k-1l-ÆAA.. i8-L.-4.£L ",'Í'·!.NrA,.).x/ Site Address (v tV (J ~~'ð//l {Z,u-e- ) ~. /' /'" 'If ( . City :,-1{þ/~~~'üL( ,~. --7 /.... -' 1,/ / I '\ /: .- // ~~&:ix.. /' '/¿"'Z:.f.'¿'''-:~ '/~ .) ~~~:':~~~ ~hJ Cny t_c,:- k _/Y~~~.ÞL " ~ ¡~. - Telephone <?5 '} / .- c¡- Ç;; s--- é/'" Zip 9 'Z.'? 0 2-- Owner Owner's Address Zip f ç 'S CJ ¡Pj Operator Telephone Billing Address Attn: Permit # 1..-tç d () Ii In order for this agreement to be executed, it must be signed and accompanied by the deposit of one-thousand - ----... dollars ($1000.00). . . .' 7:: ./( ,)j , ~ / Responsible Party: ./%71 (¿:r:i? tv éZ~-t.--Le~ /r , Date: S /"3 //':'( 3 For the County of Kern: Date: ~ ¡ J · · ~ ! ;t i 1.! I. ! · .. · ~} i g .~ ~ .~ J 1 e e ,; ...... . _.~~.,~-~¿,.~~~~~:-~,~~'!."'--'~--- .- ------~--- I also wish to receive the following services (for an extra 3 "f~.: . ~ '''." 1. 0 Addressee's Address. cZ . -.-,.:....... ~ 'i u . a: c .. = .. . a: a c '. ~. ". ~: " -~;.~ s:::,:;:~.t~·~..~ NAT DANIELS GOLDEN STATE METALS 3318 HARMONY DRIVE BAKERSFIELD,CA 93306 "0= Q) ea :2:E >- o ea 0:5 Q) '+: Olea ea c: -.... 1; ~! ,..::¡ ..-=: 0': ru oc::u.. ru --0 ~.2i õ'.!!æ æ ::¡ a¡ .-.... ... =' > m Q) ,_ ::::I .. Q). ru (,)t:~oa:i Q)Q)_C:Q) C -C.) oo~ _ zc_ ,..::¡ ~ LI1 ~ ·I!~ ~ ~i 'I T' . U) I Cf) 0 C":) ¡ ...:¡ rz:¡ C":) <> (7) E-tH ¡ rz:¡o::< 0- I ~CO I rz:¡)-I ~ E" \0 I OOE-tZ8 ,g ~ :;: ~ ç¡...., I i-J<°rzJ " 0" I rz:¡E-t~H G> -" I ~ CIID 01< ~ I HCf)O::~ .. c > c .. Zz<Cf) .. .~ ii j "~ .. ... .. >- 00 o ~ Q .-.... <rz:¡::cø::: ... ~~ .<: .. >- ID en:; ;; CQ~rzJ Ii> .2: - '" .g.~ .. 0 ~ ! a; .9-0 01 E-ti-J.-j~ .. .2: C ~a!I ~< ~ <> .. a; <0(')< ... 0 " :i#.E .." 0 ... " G> a: c Q. Oi Z~ (') :Q ~ ãi .g c 0 c '" ...J '" E ! 'ü a~ :5 oi 4: w ;; .... G> ;;; ID .. ã)i 0'" 0. .. " 0 0 u en a: a:_ a:C ....a!I 0.. .- . ~66~ aunr '008£ WJO~ Sd e />' - 1---.:.- e Golden State ,y.etals. Inc;~'\ SaaP Metals. Processins " RecYdins ,;4;S/~~?.'~\ Post Office Box lOlS8 .ß:./;// ,/ \,:\j \ Bakersfield. California 93387 (' <"¿~// \"/_:;. \ r805) 327-3559. fAX r805) 321-5749 ~\ ~. ,è' ';.: \. '-. \, \, June 25, 1993 Mr. Steve McCalley, R.E.H.S. Directc.'t' Environrn~ntal Health Services Department 2700 M Stre~t, Suite 300 Bakersfield, CA 93301 RE: Nat Daniels K &- D Salvage Dear Mr. McCalley: We recently received a lette:J:' (copy attached) addressed to Nat Daniels at Golden State Metals. This is to inform you that ML. Daniels is no longer associated with Golden State Metals in any way, haviI.g sold the business in 1989. I believe the address given, 600 Union Avenue, is ~orrect for Mr. Daniels' new business, K & D Salvage. We have forwarded the original of the attached letter to Mr. Daniels at his home address. Thank you for your attention to this matter. SinCerelY,%; , ~~~ld7 Dawn Fields Executive Secretary · ;. e '. ENVIRONMENTAL HEALTH SERVICES DEPARTMENT ~~' ~ . ,·ií,l.:i....... '~I ..' "'. ~ t:: .,. ~ \~~ .""" .. .~ ~. :¡¡ ~ ,. IIV.' ~. ' , í!IV, " ""'" ' . :<'--~J- 2700 -M- Street, Suite 300 Bakerllfield, CA 93301 (805) 861-3636 (805) 861-3429 FAX STEVE McCALLEY, R.E.H.S. DIRECTOR April 7, 1993 Nat Daniels Golden State Metals 3318 Harmony Drive Bakersfield, CA 93306 SUBJECf: Location: 600 Union Avenue Bakersfield, CA 93306 Known as: Golden State Metals PERMIT #: 250011 Dear Mr. Daniels: This letter is an official notice to inform you that the property described above has been determined by Kern County Environmental Health Services Department to be the site of an unauthorized release of hazardous materials from an underground storage tank. This notice is sent to you because our records indicate that you are a responsible party for this property. As a responsible party, you must provide for all studies and work relating to the above- described property and the cost for oversight of these activities. California Health and Safety Code, Chapter 6.7, and Kern County Ordinance Code, Chapter 8.48, require a determination of the threat to the environment as a result of this release. THE RESPONSIBLE PARTY SHALL, ON A TIMELY BASIS, DEVELOP A SITE CHARACTERIZATION, FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT'S REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED. Enc1,?sed you will find Attachment "A", Handbook UT-35, which states the minimum required site work plan activities, the necessary requirements for selecting environmental contractors qualified to perform this work, a glossary of terms, example illustrations, and a section discussing the answers to commonly asked questions. The cost incurred by Kern County Environmental Health Services Department for the oversight of the work for the site characterization, feasibility study, remediation action plan, site remediation, and ongoing monitoring is not covered þy any fees or permits. These costs are recovered by Kern County Environmental Health Services Department in one of the two methods described below. It is your responsibility to select the method of oversight cost recovery under the terms of (A) State contract or (B) County of Kern Local Agreement Option. These options pertain only to costs associated with oversight. e e Nat Daniels April 7, 1993 Page 2 (A) STATE CONTRACT The State Leaking Underground Storage Tank Local Oversight Program provides a mechanism for the State to reimburse the County for County oversight. The County will conduct the necessary oversight and biII the State Water Resources Control Board under this State contract. The State will then charge you, a responsible party, for the costs incurred by both the County and the State, pertaining to your site, under the State terms explained below: Whereas the federal Petroleum Leaking Underground Storage Tank Trust Fund provides funding to pay the local and state agency administrative and oversight costs associated with the cleanup of releases from underground storage tanks; and Whereas the Legislature has authorized funds to pay the local and state agency administrative and oversight costs associated with the cleanup of releases from underground storage tanks; and Whereas the direct and indirect costs of site inv~tigation or remedial action at the above site are funded, in whole or in part, from the federal Trust Fund; and Whereas the above individual(s) or entity(ies) have been identified as the party or parties responsible for investigation and cleanup of the above site; YOU ARE HEREBY NOTIFIED that pursuant to Title 42 of the United States Code, Section 6991b(h)(6) and Section 25360 of the Health and Safety Code, the above Responsible Party or Panies shall reimburse the State Water Resources Control Board not more than 150 percent of the total amount of site-specific oversight costs actually incurred while overseeing the cleanup of the above underground storage tank site, and the above Responsible Party or Parties shall make full payment of such costs within 30 days of receipt of a detailed invoice from the State Water Resources Control Board. (B) COUN'IY OF KERN LOCAL AGREEMENT OPTION Kern County Environmental Health Services Department is providing this option for those who prefer to pay the County directly and avoid the addition of State costs. Prior to the County's performance of services, this option requires your deposit of $1,000.00 (one thousand dollars) with the County to be held in the Local Option Trust Account. Charges for County oversight are made against this account. In this option, a responsible party must enter into a County agreement, Attachment "B". The environmental sensitivity (Attachment lie') of this site has been reviewed by Environmental Health Services Department to determine the potential threat for groundwater contamination. Only sites determined to be non-environmentally sensitive may enroll in the Local Option Agreement. The site described above is not in an environmentally sensitive area and may be enrolled in the Local Agreement Option; however, the County of Kern reserves the right to cancel any Local Agreement Option should it be discovered that groundwater contamination or a unique, complex hydrogeological condition exists. In such cases, Environmental Health will utilize the State contract to pay for County oversight activities. The County of Kern reserves this right for any site even when the site is located in a non-environmentally sensitive area. e \e Nat Daniels April 7, 1993 Page 3 It is necessary for you to respond, in writing, within ten (10) calendar days of receipt of this letter to advise Kern County Environmental Health Services Department of your choice: either the State contract or the County's Local Agreement Option. If you select the County's Local Agreement, please complete and sign the Local Agreement (Attachment B), and return it with your check for $1,000.00 (one thousand dollars) made payable to the County of Kern, addressed to Kern County Environmental Health Se1VÎces Department, 2700 M Street, Suite 300, Bakersfield, CA 93301, Attention: Accounting - Local Agreement Option. If you select the State contract, please indicate, in writing, that you have made this selection and that you have read the above official notification. Failure to respond within ten (10) calendar days to this notice will automatically result in oversight cost recovery for your site( s) to be placed under the terms of the State contract for Leaking Underground Storage Tanks. If you should have any questions regarding this matter, please contact Susan Gonzales at (805) 861-3636, Extension 510. ~ Steve McCalley, Director Environmental Health Se1VÎces. artment SMc:ch Attachments colt\250011.a e Ie Attachment "B" KERN COUNTY LOCAL AGREEMENT OPTION BETWEEN KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT (Kern County Underground Storage Tank Permitting Authority) AND Nat Daniels Responsible Party for Underground Storage Tank for: Golden State Metals Permit #250011 This facility has experienced an unauthorized release of hazardous substances from an underground storage tank. Action is necessary to protect the public health and the environment of the County, pursuant to Chapter 6.7 of the California Health and Safety Code and Chapter 8.48 of the Kern County Ordinance Code. THE WITNESS FOR TIlE COUNTY AND SIGNATURE(S) FOR A RESPONSIBLE PARTY OF THE SUBJEcr FACILITY DESCRIBED ABOVE DO HEREBY AGREE mAT: Kern County Environmental Health SelVÍces Depanment shall act as the lead agency for regulatory oversight for the: a) Site characterization: the study of a site, including sampling of subsurface soil and water where contamination is found in order to fully assess its extent and threat to the environment. It shall include a discussion of the relative risk to biological receptors and possible pathways of exposure. It may include removal or in-place closure of the tank, disposal or on-site treatment of contaminated backfill or adjacent soil, removal of hazardous substances floating on groundwater, and the drilling of groundwater monitor wells. b) Feasibility study: the identification and evaluation offeasible alternatives for cleaning up the site and remedying threats to public health and safety. c) Remedial action plan: the most cost-effective, appropriate plan to lessen, alleviate, abate, correct or clean-up the effects that a release of hazardous substances may have on the environment, based on the feasibility study. d) Remediation: the action cposen by the responsible party and approved by Kern County Environmental Health Services Depanment for the mitigation and clean-up of contamination resulting from an unauthorized release of hazardous materials and any ongoing monitoring of the site./- 1 · Ie The responsible party shall do the following: a. Conduct all work as directed by Kern County Environmental Health Services Depanment pursuant to State and local law and in conformance with appropriate regulations to assess and remediate the contaminated site. b. Deposit with the Kern County Environmental Health Leaking Underground Storage Tank Local Option Trust Fund the sum of $1,000.00. The Department's oversight activities will be charged against this account at the rate prescribed by Kern County Ordinance Code Chapter 8.04 ($80.00 per hour). Monthly statements will be prepared detailing the activities and services provided and the remaining credit balance. Kern County Environmental Health Services Department shall provide the following services: a. Oversight of all activities to characterize the site's threat to the environment and/or the groundwater, and coordination with the appropriate State, County and local regulatory agencies. b. Serve as the single contact point for the responsible party's representatives and other regulatory agencies for the activities described in ftaft above. If during the Department's review of the site characterization/remedial action plan, it is determined that a permit may be required by another agency, the responsible party shall be referred to that permitting agency. c. Review reports, conduct inspections, and oversee monitoring until the site poses no further environmental or public health threat. An official certification letter shall be given to the responsible party when the site is determined to no longer pose a significant threat to the environmenL d. The responsible party will be officially notified by Kern County Environmental Health Services Department when: 1. Necessary oversight is completed. A final statement will be provided to the responsible party. If there remains an unexpended balance of the deposit made by the responsible party in the Leaking Underground Storage Tank Trust Fund, a refund for the unexpended balance will be issued; - or- 2. Fourteen (14) hours of billable time has been reached. This will give notice that the available funds will be exhausted after six (6) additional hours of billable time, at which time the agreement will expire. A statement estimating the amount of time necessary to complete any remaining oversight work will be senL The responsible party will then have another opportunity to renew his agreement with the County. 3. Failure to enter into another agreement shall require Kern County Environmental Health Services Department to utilize the State Water Resources Control Board Local Oversight Program for which the responsible party may be billed by the State directly for the cost of County services as well as State costs. 2 . . Kern County Environmental Health Services Depanment reserves the right to cancel this agreement at any time for any reasons, including groundwater contamination or a uniquely complex hydrogeological condition. If an unexpended balance remains on deposit from the responsible party under the terms of this agreement, a refund for the unexpended balance will be issued and the agreement terminated. Once the agreement is cancelled, you, as a responsible party, will be enrolled in the State Leaking Underground Storage Tank Local Oversight Program. This agreement may be cancelled any time by either party by certified registered return receipt letter to the other party within five days of said notification. I, (responsible party), have read and agree to the conditions of this agreement for the contaminated site described as: Site Name Site Address City Owner Owner's Address City Telephone Operator Telephone Billing Address Attn: Zip Zip Permit # In order for this agreement to be executed, it must be signed aod accompanied by the deposit of one-thousand dollars ($1000.00), Responsible Party: Date: For the County of Kern: Date: 3 . Ie .. . -.v-..-'" ,._~",~,<r:'.._ '.'~ .~. ,.. ; i J · 1 ! . > ! . .If: .. C o "a 'j . I ; { 'a.. ~ E i 8 .~ ,~ ----~....,_.....:......_- NAT DANIELS GOLDEN STATE METALS 3318 HARMONY DRIVE BAKERSFIELD,CA 93306 Ii u ~ · U) Õ. ãi u · a: c .. ::s .. · a: -;Zb ....'.. .. --~. 'I "1:1== Q) co :g::æ >- o co Q:§ Q) "+:; ClCO _ ~ E ëã ~! '"'" ...-= o.s ru OIll:U... ru .... "C ~.E"i Q..! 16 ¡¡¡ ã¡ /TI ._~...::1> Q)._ ::1 ... Q) ru CJ~~oa:: Q)Q)_cQ) c a:CJ oo~ zo- ~II '"'" ~ LI') . I 10 I cn 0 ('I) I ...:I rz:¡('I) <:>(7) E-tH , rz:¡o:: < 0- I ::E 0 0 rz:¡ >- ' e' \<> u:. E-t Z ~ ~~ 0.... ::: '" ...:I<orz:¡ "C 0" rz:¡E-t::EH '" -" O>Q; 0>< ~ Hcno::~ CD c: > c:: " ZZ<cn CD '§ ~ "§ '", CD .... , CD > 00 o '" II> -....... <rz:¡:I:ø::; .... .c:: .c:: " > ¡¡; II) CD 1I)t) '.; °ocorz:¡ Q; .~ - .. .§:g CD 0 -{ , ã; ,9-0 0> E-t...:l.....:X:: CD "~ 0 ¡>¡"" ¡>¡< ~ 0 CD ã; <0 ('I) < .... 0 "C ~E CD" 0 .>< "C '" I%: c: <>. :;; Z~M I:Q ~ .. .¡ E~ c: .. --' '" E ~ 'ü ~ o:j < '" CD a::: I- '" ü) Q; 0. CD ~s Q;i 0.... 0 u II) I%: 1%:0 1-"" <l. a.. -- . L66 L aunr '008£ WJO;:j Sd ' ~ - , I EN~IRONM~T AL HEALTH SERVIC~ DEPARTMENT STEVE McCALLEY, R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bakersfield, CA 93301 (805) 861-3636 (805) 861-3429 FAX PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILI1Y PERMIT NUMBER A 1837·25 FACILTIY NAMFJADDRESS: OWNER(S) NAMFJADDRESS: CONTRACTOR: Old K & D Salvage 600 So. Union Bakersfield, CA 93307 Nat Daniels 3318 Harmony Drive Bakersfield, CA 93306 M Construction Company 340 Industrial Street Bakersfield, CA 93307 License #414695 Phone: (805) 324-1760 Phone: (805) 871-4884 PERMIT FOR CLOSURE OF PERMIT EXPIRES May 24. 1993 ~ TANK(S) AT ABOVE APPROVAL DATE February 25. 1993 APPROVED BY ~~ ~ - Carrie Georgi Î Hazardous Materials Specialist LOCATION ................................ .......... ................................ ..................... PO ST 0 N PREMISES.................................. ............ ..... ............................................. CONDITIONS AS FOLLOWS: 1. It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work (i.e" City Fire and Building Departments). 2. Permittee must notify the Hazardous Materials Management Program at (805) 861-3636 two working days prior to tank removal or abandonment in place to arrange for required inspections(s). 3. Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described in Handbook UT-30. 4. It is the contractor's responsibility to know and adhere to all applicable laws regarding the handling, transportation or treatment of hazardous'materials. 5. The tank removal contractor must have a qualified company employee on site supetvising the tank removal. The employee must have tank removal experience prior to working unsupervised. 6. If any contractors other than those listed on permit and permit application are to be utilized, prior approval must be granted by the specialist listed on the permit. Deviation from the submitted application is not allowed, 7. Soil Sampling: a, Tank size less than or equal to 1,000 gallons - a minimum of two samples must be retrieved from beneath the center of the tank at depths of approximately two feet and six feet. b. Tank size greater than 1,000 to 10,000 gallons - a minimum of four samples must be retrieved one-third of the way in from the ends of each tank at depths of approximately two feet and six feet. c, Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved one-fourth of the way in from the ends of each tank and beneath the center of each tank at depths of approximately two feet and six feet. 8, Soil Sampling (piping area): A minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and under the dispenser area, e . PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY PERMIT NUMBER A 1837·25 ADDENDUM 9. Soil Sample analysis: a. All soil samples retrieved from beneath gasoline (leaded/unleaded) tanks and appurtenances must be analyzed for benzene, toluene, xylene, and total petroleum hydrocarbons (for gasoline). b. All soil samples retrieved from beneath diesel tanks and appurtenances must be analyzed for total petroleum hydrocarbons (for diesel) and benzene, c, All soil samples retrieved from beneath waste oil tanks and appurtenances must be analyzed for total organic halides, lead, oil and grease. d. All soil samples retrieved from beneath crude oil tanks and appurtenances must be analyzed for oil and grease. e. All soil samples retrieved from beneath tanks and appurtenances that contain unknown substances must be analyzed for a full range of substances that may have been stored within the tank. 10. The following timetable lists pre- and post-tank removal requirements: ACTIVITY DEADLINE Complete permit application submitted to Hazardous Materials Management Program At least two weeks prior to closure Notification to inspector listed on permit of date and time of closure and soil sampling Two working days Transportation and tracking forms sent to Hazardous Materials Management Program. All hazardous waste manifests must be signed by the receiver of the hazardous waste No later than 5 working days for transportation and 14 working days for the tracking form after tank removal Sample analysis to Hazardous Materials Management Program No later than 3 working days after completion of analysis 11. Purging/Inerting Conditions: a. Liquid shall be pumped from tank prior to purging such that less than 8 gallons of liquid remain in tank. (CSH&SC 41700) b, Tank shall be purged through vent pipe discharging at least 10 feet above ground level. (CSH&SC 41700) c. No emission shall result in odors detectable at or beyond property line. (Rule 419) d, No emission shall endanger the health, safety, comfort or repose of any person. (CSH&SC 41700) e. Vent lines shall remain attached to tank until the inspector arrives to authorize removal. RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS This department is responsible for enforcing the Kern County Ordinance Code, Division 8 and state regulations pertaining to underground storage tanks, Representatives from this department respond to job sites during tank removals to ensure that the tanks are safe to remove/close and that the overall job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify the interests and expectations for this department. 1. Job site safety is one of our primary concerns. Excavations are inherently dangerous, It is the contractor's responsibility to know and abide by CAL-OSHA regulations. The job foreman is responsible for the crew and any subcontractors on the job. As a general rule, workers are not permitted in improperly sloped excavations or when unsafe conditions exist in the hole. Tools and equipment are to be used only for their designed function. For example, backhoe buckets are never substituted for ladders. 2. l Properly licensed contractors are assumed to understand the requirements of the permit issued, The job foreman is responsible for knowing and abiding by the conditions of the permit. Deviation from the permit conditions may result in a stop-work order. 3. Individual contractors will be held responsible for their post-removal papelWork. Tracking forms, hazardous waste manifests and analyses documentation are necessary for each site in order to close a case file or move it into mitigation. When contractors do not follow through on necessary papelWork, an unmanageable backlog of incomplete cases results. If this continues, processing time for completing new closures will increase. Accepted Bv: ßtÙ tau . OWNER OR A~ 3/z/ ~~ f D4.TE - CG:cas \georgi\1837 -25h.m88 '~~..~~.'~Iiomio-;-En';ronmental Protection Agen<:<j , Foñn.Apl>roO'Od OM" No. 2050-0039 (Explrol·9-3().94) .' Pleaso !,i~~~. I'orm ~ for UIO on .¡¡Ie (I2-pf 1 . UNifoRM :HAZARDOU..:.S~!ii·· " WASTE MANIFEST',. . 0 Ii') Ii') ,.... N Ii') \XI " ~I ~I u <i 1f'Z nÕ X)~ Dð :\Iz .\J :¡: :\I~I G :n ..' N E 0 \XI N \XI E ...;,. N R "f " A 0 T ~ 0 ~ c:: R w I- Z W U w VJ Z 0 Q., VJ W c:: -' « z 0 ï= « z w :I: .... -' -' « I,) ...; -' ö: J VJ c:: 0 >- U Z T W R 0 A N a:: 5 w ~ F 0 W R u.. T E 0 R W VJ « F U A Z C I L I T Y 3, Gene~r's "'am. and~iling Address t\"IAi I .lJANIt::;~!. ldxJ ~. ¡IN IDt\.! A v~ ' 4. Generator'. Phone . ,J ,,1 ");.1 _ ,- " .- ; tÇ. ~EI¡* .~ 13:H(.¿eSI='"I ¿Li'J. .' ^ ~"'I 5. Transporter I Company Name 6. US EPA ID Number MP ENVIRONKD'rAL BDVICES, IMC. 7. T ran.porter 2 Company Name 9. De.ignated Fadli1y I~am.. ':Ind Si1» I.ddress GIBSOM OIL·AND REFINING END or COJØŒRCIAL DR BAKER8FIILD,CA 93308 1'1. us DOT Description (including Proper Shipping Name, Hazard Class, and ID Number) a. ~JON RCRA HAZARDOUS WASTE LIQUID s. c. d. GLOVES, OOOO!.!:S ~tm ;'-TOftC'lTll CLO'tHIMG EMERGENCY PHON! 1800/458-3036 .. '.~. e·.··' <- 16. GENERATOR'S CERTIFICATION: I hereby declare that the contents of the consignment are fully and accurately described above by proper:shìp~;~Wáí;t:dassmed'-:: packed, marked, and labeled, and are in all respects in proper condition for transport by highway according to applicable federOl, state:andínte~·,~,i:j:i~~:;:;!~1¡·::¡}"'. ¡.::!. . ; .~' .' ~' :":""'~.;··f:...:/~JlLt~:~'si¡:.~~~t~¡:_~?;<i~<~:~;·j:":i.;~~·~:~~.:,:£"~· If I am a large quantity generator, I certify that I have a program in place' fO reduce the volume and loxicity of waste g~raied to ti..i,~ree-:(hCNe.:~'tò,~~·.', . economically proc1icable and that I have !iOlected the practicoble method of t'!Qtn1ent, "orage, or disposal currently ovailabHl'to me which mi"Í!ftÍ2eÍ:the,¡~'aìid:futu!l!l'_'..(: threa1,I.> humc," newlh'.tlnd the ,·nvironment; OR, if I am a small quantity generotor, I have made a good faith effort to minimize my wCHte.get!OraIiori:ànd',selec(t!wI"best, "- waste:ma mean metnod lhdt-ìs available to me and that I can afford. '. ~..~; :,:..._ .,...7.::.':. :. ':.: ~..::.~~::-,-~..-:.')~'~~~~;f*~~~~:~~':~:,": .\:"..... "'''-q..'~ Prinled/Typed Name Signature .. .:::ManIh':;;";:)·:'I:'9Y,. ,y'G~;:-::: "0 ". "'dr'~¡ . ,,2 I of Materials 19. Discrepancy Indication Space Yellow: TSDF SENDS THIS COPY TO GENERATOR WITHIN 30 DAYS:;.·. (Generators who 5ubmit hazarc:lauswasfe·.for'trOnsport out-of1tate, produce completed copy of this copy øncI.~ ,to DTSC within 30 days,) DTSC 8022A (12/91) EPA 8700-22 "I~ ',. ""_,:- '''¡';~.,.'..~;,;':~';¡';'~ p.... II:, ,..' It. , . ,l 'i " I' I ' .' .' .~" .. ~t · Lù~ bR.jLtJ~ C>vf~ ~ ". ,"','~""',"',"""''''''',',','''' . >, t - t:' r\1 . 0 A _ _ ,', j ". '...:: ,. " . .' " C--x\¡y... C_!J'^-~ t"'~";'. .',.'. '., ~ '. 'r-;~ '.-: f.}.. 1.~Ln' ~'" _.' .,.' i." .:~.":,~... . f~<;.· -{ LJ. . ..:,:.~,',:,:C. :',> ~", ,:.~: I,' ,..: '. VV\....L.O ...;. , (Jv 1..,/ I' Yl..o..:I l,A."h (/ JA-TV., '::..~ .' '. : ~~.~~ fløx¡-,~.'",';!i. "~ ' , " :¡.' I,' ~'~' ~., \'J?-¡' "1 t t".- '1" :v~' ~ . t !' I"¡\':~ ~'in, 'l'lt '<V;'1i\\.. -'If"".' , (;I, ,:'> ': v{í\.eL-\,-t. uï~ ~'1--v:? ( ~. C-ð-L( ¿:c,t 3;)7 ~(J'-If 3.. . ~,\- ~~ - ~mlÞ1 ~ U-.e: -./YYLJL Gibson'- Environmental Màrch 09," 19:sr.'3-'·' . . NATT DANIELS 600 SUNION AVENUE BAKERSFIELD,CA 93304 EPA# CAC000837376 (017925) This letter is to inform you that Gibson Environmental has accepted your material for recycling. Gibson certifies that the material received on the manifests indicated below has been properly treated and recycled. Date 03/04/93 Manifest 92226894 Movement 00072212 Quantity 200 UOM GAL If this information does not agree with your records, please notify us within ten days so we can resclve any discrepancies. Generators, know your wastestream. Gibson Bakersfield is only permitted to accept the following wastes that are varying combinations of oil, water and solids under California Waste Codes 221, 222, 223, 241. In addition, Gibson at Bakersfield may accept waste codes 0004 through 0043. For information as to approved codes for Gibson's Wilmington and Redwood City facilities, please call (800) 582-3935.' ' This notice is required by the Department of Toxic Substance Control. Gibson Environmental Customer Service 3300 Truxtun Avenue suite 200 Bakersfield, CA 93301 (805) 327-0413 A Subsidiarj' of V.L.S.. Inc. 3300 Truxtun Avenue. Suite 200 . Bakersficld.CA 9330J' S05/32ì-0413· 800/582-3935' Fax 805/861-0229 o Recycled Paper e .-- '-_.: FILE CONTENTS SUMMARY FACILITY: Gðld~Y1 ~~ M4 (s. ADDRESS: (p ()O [1 () ìò n AIJ-eV1 ue.. PER!-fIT #: ó< '5 ()() II ENV. SENSITIVITY: -11E'~ A.CTIVITY DATE ;; OF TANKS COHHE.YTS appJ i Ca-J-¡, 0 n 7jc2sj~5 J opera-k r2,:;>'OO/IC 7/ I / 5'0 J I' f I o.ppiCaf/t)'I] 0?'21/93 / rem¿:; Va.. r Ii /837rQ5" ~f:;~/93 J II Job resu/fs 3/"f /9.3 &/)(t;~J- ,3/30/93 .3/3ð/93 CONTRACTOR NO: SITE NO: SITE NAME: ADDRESS: CITY/ZIP: . ,-- WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT 15000 SOURCE OF FUNDS: 250011 FEDERAL EXEMPT: GOLDEN STATE METALS 600 UNION AVENUE BAKERSFIELD, CA 93306 N SUBSTANCE: 8006619 PETROLEUM: Y DATE REPORTED: DATE CONFIRMED: MULTIPLE R.P's: 03/30/93 03/30/93 N ----------------------------- SITE STATUS ---------------------------- RP SEARCH: PRELIMINARY ASSESSMENT: REMEDIAL INVESTIGATION: REMEDIAL ACTION: POST REMEDIAL ACTION MONITORING: ENFORCEMENT ACTION TAKEN: LUFT FIELD MANUAL CONSIDERATION (CATEGORY 1, 2, 3, PLUS H, S, C, A, CASE CLOSED: DATE EXCAVATION STARTED: CASE TYPE: 2, S, C, A. R, W, G, OR 0 AS APPLICABLE) DATE CLOSED: / REMEDIAL ACTIONS TAKEN: S CONTRACT STATUS: / / / 4 / / / EMERGENCY RESPONSE: DATE COMPLETED: DATE COMPLETED: 03/30/93 04/01/93 S DATE UNDERWAY: 03/30/93 DATE UNDERWAY: 03/18/93 DATE COMPLETED: / / DATE COMPLETED: / / DATE COMPLETED: DATE TAKEN: / -------------------------- RESPONSIBLE PARTY ------------------------- CONTACT NAME: COMPANY NAME: ADDRESS: CITY/ZIP: PHONE #: CONTACT NAME: COMPANY NAME: ADDRESS: CITY/ZIP: PHONE #: CONTACT NAME: COMPANY NAME: ADDRESS: r'T'TV/7TD· C DATE UNDERWAY: DATE UNDERWAY: DATE UNDERWAY: TYPE: / / NAT DANIELS GOLDEN STATE METALS 3318 HARMONY DRIVE BAKERSFIELD, CA 93306 ( ) SPECIALIST: SENSITIVITY: NES ABANDONMENT #: A1837-25 DATE OF REPORT: 04/01/93 LEAK REPORT: Y CONTACT NAME: COMPANY NAME: ADDRESS: CITY/ZIP: PHONE #: CONTACT NAME: COMPANY NAME: ADDRESS: r. prv / 7 T P ~ . .' -'~ATE OFCAUFORNlA./·:ar"; ~./ STATE WATER RESOURCES CONTRoL 8OARD.~:~--{. . . -. f . , " UNDERGROUND STORAG'E TANK PERMIT APPLICATION· FORMA. ," :, .: " ':t ~ "'. :..'" . ::.. .' .~.-'\.;.. , , . .;', 'COMPLETE'THIS FORM 'FOR EACH FAetutYlSlTE';:::-"2;:;:'J.lç :.:: . ,D 3 RENEWAL P,ERMIT 0 5 + OFINFø~MATlÒN:'iiT:7"~ÀM~ýClOseDSìrE" o 4 AMENDED PERMIT 0 8 TEMPORÂRY'SITE'Ci.oSURE· :: ': "~:~\~" ;"~.'-. " ":' . '. .." MARK ONLY 0 1 NEW PERMIT ONE ITEM · 0 2 INTERIM PERMIT . \" . , ,>f~ ::'::~)~ '..~ I. FACILITYISITE INFORMATION & ADDRESS· (MUST BE COMPLETED) " DBA OR FACILITY NAME NAME OF OPERATfj .. '. ,j. - "" ""1" . ! :\... "^-.. ADDRESS NEA¡¡EST CROSS STREET t. ,~~ ~...... (\ e ". ~ t.s CITY NAME ZIP CODE 1330b .- '1.-.' "I ~ ;~. .:" ~;. ·.~",:..s~ " .": . .: .il· ç'~," 1 ~ i.' ~. \ ., o CORPORATION It!iCl!NDIVIDUAL o PARTNERSHIP o LOCAL·AGENCY " 0 COUNTY.,\GENCY DISTRICTS D ./ IF INDIAN /I OF TANKS AT SITE E. P. A. L 0,/1 (optiaJa/) RESERVATION ì OR TRUST LANDS t o STATE.,\GENCY o FEDERAl.,\GENCY TYPE OF BUSINESS 0 1 GAS STATION 0 2 DISTRIBUTOR D 3 FARM D 4 PROCESSOR ~: 5 OTHER EMERGENCY CONTACT PERSON (SECONDARY). optional DAYS: NAME (lAST, FIRST) PHONE /I WITH AREA CODE NIGHTS: NAME (LAST, FIRST) PHONE /I WITH AREA CODE II. PROPERTY OWNER INFORMATION· MUST BE COMPLETED ~ ..,. CARE OF ADDRESS INFORMATION ~~;.. ST.ATE~. ..."" ...... ~' ./ box Ð Indicate ,0 STATE·AGENCY """;' . III. TANK OWNER INFORMATION· (MUST BE COMPLETED) NAM, OF OWNER , CARE OF ADDRESS INFORMATION ). /, :. '. " - MAILING OR ST.!J.E. ADDRESS ~ ./ box Ð Indicate 0 INDIVIDUAl 0 LOCAl-AGENCY -", ~ </ \ ,.' ' ,,^__ ~ V e 0 CORPORATION 0 PARTNERSHIP 0 COUNTY.,\GENCY 0 FEDERAl-AGENCY CITY¡ NAME '.,-- r, ZIP CODE PHONE /I WITH AREA CODE 6'i.i.. ~g ..~- (~é{d {.' 33Ò b Ò', ì - "iSSt¡. IV. BOARD OF EQUALIZATION UST STORAGE FEE ACCOUNT NUMBER· Call (916) 739-2582 if questions arise. TY (TK) HQ @EJ·CIITrIJ V. LEGAL NOTIFICATION AND BILLING ADDRESS o STATE·AGENCY Legal notification and billing will be senllo Ihe lank owner unless box I or II is checked. " CHECK ONE BOX INDICATING WHICH ABOVE ADDRESS SHOULD BE USED FOR LEGAL NOTIFICATIONS AND BilLING: 1.0 II.CiQ 111.0 THIS FORM HAS BEEN COMPLETED UNDER PENALTY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE. IS TRUE AND CORRECT APPLlCANrs NAME (PRINTED & SIGNATURE) APPLlCANrs TITLE DATE MONTHlDAYIYEAR LOCAL AGENCY USE ONLY COUN'7Y # C2EJ JURISDICTION # ~ lUJ.UL.W FACILITY # [I[5IaillDJ LOCATION CODE . OPTIONAL rCENSUS TRACT. . OPTIONAL J ..-- /\ "::> I SUPVISOR - DISTRICT CODE - OPTIONAL THIS FORM MUST BE ACCOMPANIED BY AT LEAST (1) OR MORE PERMIT APPLICATION· FORM B, UNLESS THIS IS A CHANGE OF SITE INFORMATION ONLY. FOROO33A-R2 FORM A (9-90) ,.1 .; COMPLETE A SEPARATE FORM FOR EACH TANK SYSTEM. ' " '. '(~.f-'\'t': .:',": "A:'~ _~ ~ ... u" " .... ."...... .. ' , STATEOFCAUFORtIA" ,',-,' l' STATE WATER RESOURCES CONTROL BOARD < " "', '., "I'·r. ',',,', ¡... . UNDERGROUND STORAGE TANK PERMIT,' APPLICATION . FORM; ~;~~.;xc,;~,' \.6Z~. MARK ONLY ONE ITEM o 1 NEW PERMIT o 2 INTERIM PERMIT o 3 RENEWAl PERMIT o 4 AMENDED PERMIT " o 5 CHANGE OF INFORMATION o 6 TEMPORARY TANK CLOSURE I I""rf--' fij';,7 PERMANENTLY CLOSED ON SITE o 8 TANK REMOVED DBA OR FACILITY NAME WHERE TANK IS INSTALLED: \Jt>..., C (, ......·t I. TANK DESCRIPTION COMPLETE ALL ITEMS - SPECIFY IF UNKNOWN A. OWNER'S TANK L D. # B, MANUFACTURED BY: 1A..,;y-,Y- C. DATE INSTALLED (MOIDAYIYEAR) '\ ''\ t- r....:¡ c! l.L~ '\ D. TANK CAPACITY IN GAlLONS: II. TANK CONTENTS IFA·1ISMARKED,COMPLETEITEMC, ~.1 MOTOR VEHICLE FUEL 0 4 OIL B. C. ~ 1aREGULAR B 3 DIESEL o 6 AVIATION GAS A. . UNLEADED 02 PETROLEUM 0 EMPTY .Cd 1 PRODUCT o 1b PREMIUM 4 GASAHOL o 7 METHANOL 80 o 5 JET FUEL 03 0 0 UNLEADED CHEMICAL PRODUCT 95 UNKNOWN 2 WASTE o 2 LEADED o 99 OTHER (DESCRIBE IN ITEM D. BELOW) D. IF (A.1) IS NOT MARKED, ENTER NAME OF SUBSTANCE STORED C.A.S.#: III. TANK CONSTRUCTION MARK ONE ITEM ONLY IN BOXES A, B. AND C, AND ALL THAT APPLIES IN BOX D A, TYPE OF 0 1 DOUBLE WALL 0 3 SINGLE WALL WITH EXTERIOR LINER 0 95 UNKNOWN SYSTEM ø 2 SINGLE WALL 0 4 SECONDARY CONTAINMENT (VAULTED TANK) 0 99 OTHER .~ 1 BARE STEEL 0 2 STAINLESS STEEL 0 3 FIBERGLASS 0 4 STEEL CLAD WI FIBERGLASS REINFORCED PLASTIC B. TANK MATERIAL 0 5 CONCRETE 0 6 POLYVINYL CHLORIDE 0 7 AlUMINUM 0 8 100% METHANOL COMPATIBLEWIFRP (Primary Tank) 0 9 BRONZE 0 10 GALVANIZED STEEL 0 95 UNKNOWN 0 99 OTHER 01 RUBBER LINED 0 2 AlKYD LINING 0 3 EPOXY LINING 0 4 PHENOLIC LINING C. INTERIOR 0 5 GLASS LINING 0 6 UNLINED 0 95 UNKNOWN 0 99 OTHER LINING .' IS LINING MATERIAL COMPATIBLE WITH 100% METHANOL? YES_ NO_ D. CORROSION 0 1 POLYETHYLENE WRAP o 2 COATING o 3 VINYL WRAP 0 4 FIBERGLASS REINFORCED PLASTIC PROTECTION D 5 CATHODIC PROTECTION !:23 91 NONE o 95 UNKNOWN D 99 OTHER IV. PIPING INFORMATION CIRCLE A IF ABOVE GROUND OR U IF UNDERGROUND, BOTH IF APPLICABLE A, SYSTEM TYPE A U 1 SUCTION A U 2 PRESSURE A U 3 GRAVITY A,'Ú 99 OTHER B. CONSTRUCTION A U 1 SINGLE WALL A U 2 DOUBLE WALL A U 3 LINED TRENCH A '!!J 95 UNKNOWN AU, 99 OTHER C. MATERIAL AND A U 1 BARE STEEL A U 2 STAINLESS STEEL A U 3 POLYVINYL CHLORIDE (PVC) A U 4 FIBERGLASS PIPE CORROSION A U 5 ALUMINUM A U 6 CONCRETE A U 7 STEEL WI COATING A U 8 100% METHANOL COMPATIBLE W/FRP PROTECTION A U 9 GALVANIZED STEEL A U 10 CATHODIC PROTECTION ,. li"')5 UNKNOWN A U 99 OTHER _....... D. LEAK DETECTION D 1 AUTOMATIC LINE LEAK DETECTOR D 2 LINE TIGHTNESS TESTING D 3 INTERSTITIAL 0~99 OTHER ¡..J (\;JL MONITORING V. TANK LEAK DETECTION o 1 VISUAL CHECK 0 o 6 TANK TESTING 0 2 INVENTORY RECONCILIATION 0 3 VAPOR MONITORING 0 4 AUTOMATIC TANK GAUGING 0 5 GROUND WATER MONITORING 7 INTERSTITIAL MONITORING ,~91 NONE 0 95 UNKNOWN 0 99 OTHER VI. TANK CLOSURE INFORMATION 1. ESTIMATED qATE LAST USED (MO/DAYIYR) t ...t'-,,~ 'I: ~,) <~, ...U I'I.J 2. ESTIMATED QUANTITY OF SUBSTANCE REMAINING 3. WAS TANK FILLED WITH GALLONS INERT MATERIAL? YES 0 NO GJ THIS FORM HAS BEEN COMPLETED UNDER PENAL TY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE, IS TRUE AND CORRECT APPLICANT'S NAME DATE (PRINTED & SIGNATURE) LOCAL AGENCY USE ONLY THE STATE I.D. NUMBER 15 COMPOSED OF THE FOUR NUMBERS BELOW STATE I.D,# COUNTY # [2EJ JURISDICTION # [21QI}] FACILITY # TANK # ~~ I PERMIT EXPIRATION DATE PERMIT NUMBER .1 ¡-::: l.. II I PERMIT APPROVED BY/DATE FORM B (9-90) THIS FORM MUST BE ACCOMPANIED BY A PERMIT APPLICATION· FORM A, UNLESS A CURRENT FORM A HAS BEEN FILED. FOROD34B-R4 e '. Perm.:lt Quest.:lonna.:lre Normally, permits are sent to facility Owners but since many Owners live outside Kern County, they may choose to have the permits sent to the Operators of the facility where they are to be posted. Please fill in Permit # and check one of the following before returning this form with payment: For PERMIT # ~~o'l c...., ~1. Send All information to Owner at the address listed on invoice (if Owner is different than Operato!'. it will be Owner's responsibIlity to provide Operator with pertInent information) . 2. Send all information to Owner at the following corrected address: 3. Send all information to Operator: Name: Address: (Operator can make copy of permit for Owner) . , .~i ENVìRON~'E~ L\kHEALTH SERVICt:'bEcè~~i~E~~" . ,. .,_~~,.'. .:--~ ,r. ';:^, ~,. ,< ,~'- ,- , STEVE McCALLEY.. R.E.H.S." I ( '. DIRECTOR " " ", \ \. ¡ ;'. ....... ". . ",~..,·~?~,~M~: Stt~e¿S~té 300.. , "', ..' " '<'i;",:\;¡,ít.(¡¡.af¡!ld~,~~f,.933Òr', ~ '::,':'. . ,"},;(à9S)S$~t.-3S38~,'\: " " ,:. ' . " '~'·:,ì805)f861-3429;j:AX· '. . ,~š1:~1~¡:r B·;,(' . . : ' ~ . .~.[ .... . ' ..:. . Faci l1ty Name: . J DLD k ~ f) ~~"a..; ~ Address: bD l> 0, fA. ~~ A-V~~ ~ ~ers -ß.~ C-A..!J 3 3 ()-::r **UNDERGROUND TANK DISPOSITION TRACKING RECORD** . :KemCounty Permit #: ·.··,AIg3'?--25 county.: ~ This form 1S to be returned to the Kern County Environmental Heaîth' Services Department within 14 days of acceptance of the tank(s) by an approved disposal or recycling facility. The holder of the permit with the number noted above is responsible for insuring that this fonm is completed and returned~ . Section 1 To be filled out by tank removal contractor: Tank Removal COntractor:...M-C"'~"'''¡ I'<"}" 'NG . .' Address: ~ð IN ou ~-t=2I~ ~eE-r" . Phone": 80S· !%4:J"1~ BA.Œ&SF1ËU> ("AL.aC:ð2ðl!Å~ Zip: q~SO'·. . '.'< Date Tank(s) Removed: No. of Tank(s):,·, ,.' ...~ . _. _t" ".'. " "." , "'.;... ' ìection % To be filled out by contractor "decontaminating" tank(s): .'.," " . " ..', -~ .- Tank "Decontamination" Contractor: M.P. VAC:~&JM ." Address: g4ðð No2'1'P{ M~ðe ~~ET' Phone ':JOS'¡~ AA"ERSFIfL.D ~.ÀlI~ðQN1Â Zip: ~""" Tank Size L.E.L. Tank Size L.E.L... :It 1 lAOe'>O 6L\L. 0 " .2. taðeð4A1.. 0 -- .'. . .... ."... "~ ,.... . 'Authorizëërrepnrsentat1vé:'o'f'the contractor certifies by signing below that t'he ..... . ., , tank(s) have· been decontam1'nated in accordance with Kern County Environmental'~ . Hea!~!t!!erv ce. 8IIIrtfmt ""!.u1rements. .12'- . ~ . .\"" ~. .".... J..!" -+ _; ~ " ~ . , . .' it l,e~~'j¡; , . L;' ',(". ection 'ª To be filled out and signed by an authorized repre,~entat1ve,of:the approved disposal or recycling facility åccepting the tank(s): ., Facility Name: Add " Phone .: . ~~1;"~C:¡ Zip: Ci'?:i:2~'\ ' No. of Tan~s)·..a: <j Title: ?--'!L/.ïq~. 700 "M"'::' I ~1 t SUITE 300 BAKERSFlì :'¡~. CALIFORNIA 93301, (805) 861·3636 I-a 117"V"Streel . .- . Bakersfield, CA 93304 (805) 327-0671 (805) 324-4218 FAX & Associates li.~~~¡:µTIj 'r,: {'I' / i :¡; /i :' , " ' . ,'I ! f 'r-.r"·v"',', ¡ '11\ \ ¡ : \1l~R J 7 L:"" !! i ' '! d J \ \ : ~:; ! ¡ J ¡'Iii' 1Vi! ¡' U W i.-_____ I ,/ ! ¡ --'-----.1 I March 12, 1993 Mr. Jim Mitchell M Construction Co. 340 Industrial Street Bakersfield, California 93307 SUBJECT: r jt p, If3"7-Z-S UST Soil Sampling and Analysis ~.rm ,,, K&D Salvage, 600 South Union Avenue Bakersfield, California Dear Mr. Mitchell: Pursuant to our agreement, BSK & Associates is pleased to present analytical results for the above-referenced project. Four soil samples were collected for analysis during removal of two underground storage tanks (USTs) on March 4, 1993. Two soil samples were collected for analysis at each UST site at depths of two and six feet below the tank bottom. The USTs were located at the property known as K&D Salvage, 600 South Union Avenue, Bakersfield, California. See Site Plan, Figure 1. The center of the west tank (1,000 gallons capacity) was located at a point 207 feet east of the east curb on South Union Avenue and 179 feet north of the wooden fence bounding the property on the south. The center of the east tank (500 gallons capacity) was located 216 feet east of the South Union Avenue curb and 180 feet north of the south boundary wooden fence. Nearby floor slabs from fonner buildings at the site have been spray-painted with arrows to indicate positions of the fonner tank sites. The samples were collected from relatively undisturbed soil brought from depths of two and six feet beneath the tank bottoms in the bucket of a backhoe. Soils sampled were predominantly poorly-graded sand. Samples were collected in stainless steel tubes, six inches in length and two inches diameter, using a slide-hammer sampler. Sample tube ends were covered with Teflon film, capped with pressure-fitted plastic caps, sealed with transparent packing tape, and labeled following collection of each sample. Portions of the sampling equipment that make contact with soil were decontaminated before and after each sampling event. Sampling, decontamination, and sample preservation were conducted in accordance with procedures described in BSK & Associates, Soil and Groundwater Sampling Procedures, a document on file at Kern County Environmental Health Services Department (KCEHSD). Chain-of-Custody documentation was maintained during sample collection and transport. BSK Job B93039 - March 12, 1993 Geotechnical Engineering· Engineering Geology' Environmental Services' Construction Inspection & Testing' Analytical Testing UST Soil Sampling and Anall- K&D Salvage, 600 South Union A e Page 2 The four samples were analyzed for Total Petroleum Hydrocarbons - Gasoline (TPH - G) and for Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX) using EPA Methods 8020M and 8015M, by BSK Analytical Laboratories in Fresno, California. BSK Analytical Laboratories is a State-certified lab. Results are summarized in Table 1. Copies of the analytical results and chain-of-custody documentation are attached. Please have the property owner submit this report to KCEHSD. We appreciate the opportunity to be of service. If you have questions regarding this report, please contact our Bakersfield office. Respectfully submitted, BSK & Associates 4? Ivan D. Sanderson, Ph.D. Registered Geologist No. 4514 IDS:wp Distribution: 4 copies to M Construction Co. BSK Job B93039 - March 12, 1993 ~ & Associates UST Soil Sampling and Anal. K&D Salvage. 600 South Union A ¡- Page 3 ....................-............ .........................................'.....'.._..............-.....-...-..-.-_....-,.........-.-.-_..-.-.............. ::{::::{:(::::::::(::,:::,,:::,. .. .. .. .·..·/!:}/TABk1!:î:::::> ..... . .:::':: ·::t;::::::;::;::;{:~:}~{:;::::::::;::;:::::::::::::::::::::::::::;:; ..-. .. . :::::.:.;.>:.; :-:-:.;.:.:.:.;.:-:.:.;.:.; .. . ... ......... ..........................:. . .. ... ... ....... ............ ~:~:~<:~:::~:~:>~<:::::::~.. }~:t~~~t~;t;~;;t:t~?t;:~:I:;f;{ttt/??:t:::·:·:·:·:·:·:·:·:·:({::t:~:::::;:;:::::;:::::::::::::::;::::::~::::;::{:' :;:;:;:;:;:;:;:;:;:::::::::;:;:;:;:;:.;.;.::: ............: ............ :.:::':':;';::::::';:;:;:;:::;:::":':::::::::::::::::::::';::::':':"':':';":'..:: >::::::::::::::::::::;:;;;;;:::::;:;:::::;:;:::;:;:;:::;::::;:;:: . ... .a;._......'lJt4~jiii¡i:¡¡¡ ".. .... ..:": :..:: ::::: .:.:.:.::::::::;::;:-:-:::.:::::::::::::::::.:::;:::::::;:::::;:;:.;.:.:.:.:...... ::::.:; ;.;:;::;:x;;:;:::::::::;:;:::;:::;;;:;:;:;:;:::::::::::::::: :;:::::::::::,. ::;;:::::::::::::::::::::::.....,......::;:::::: : .. .. ......... ,···:'<.·$liffipìç4M~çþ4itQ~ª·) :.;.:.:.;.;.;-:.:.;-:-:.::::::::::.:.;.;.:::-:.:.' ..:.:.:-;.;.;.:.;.;.;.;,;.;.:...:.....:.;.;'.'..;.:.:.:: :.:-:-:-:.;.:.;.;.....;..::-;.....-:-.'.;.-;-::;.:.... ....;.;.:-:-;-:';..-:-:...;.-;.:-:...;...;.,...;.;.;.;.;.;. ......,...,.......................-..,.,._;.._....-.-...'. ._.:-;..-:-.-.-;.:-:.;..:--;.:;.;.:;.:-:'.......... .-.... .." --. ,..-.." .:::!:::æ~/ .. ·:pjpm;·~Jl*ø;!!~~~~H . . To]uene,····~myHrtøiåt .·:·,·I1~gf·«..):.ttBm:'6:î(v~gW~g\i~¡¡þêijiÇijt$; . ···X· I·' J¡tffii!®!iii,ii .... . . . ¡¡!Xi . ..' .ii;·~i I~liiì!i~ East Tank 2 840 ND 1 9 1 4 18 ($00 Gals.) 6 1,000 NO ND NO 20 West Tank 2 NO NO NO NO NO (1,000 Gals.) 6 NO NO NO ND NO Abbreviations: BTB = Below Tank Bottom TPH-G = Total Petroleum Hydrocarbons - Gasoline ND = None Detected mg/kg = Milligrams per kilogram (parts per million) BSK Job B93039 - March 12, 1993 ~ & Associates 8 c: u .( c: o '2 ::J oS := o CI) -- . 8SK Job 893039 March, 1993 - 'a ~ .w .~ c:Q oS, ::t U Brick Wall Wood Fence FORMER TANK LOCATIONS WEST 0 II EAST TANK TANK Qon Gnls. 500 Gals. Wood Fence o I 50 I Scale: 1 Inch = 50 Feet Figure 1.-- Site Plan. Curb 100 , Daniels Lnnc PHASE I UST SOIL SAMPLING AND ANALYSIS K&D SALVAGE, 600 S. UNION A VENUE BAKERSFIELI), CALIFORNIA ~ N ~ ~ [I. ^c;c;oCÎ<1tec; ANAL YTICAl (;m LABORATORIES ÞrM_-.YI.IJ ....... 1414 Stanislaus 5t' Fresno, California 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 e BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch930557 0557-1 B93039 East Tank (500 Gal) 2' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) by EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) compound Results DLR ND 0.005 1.9 0.005 1.4 0,005 18 0.005 840 1. DLR Multiplier 1 Benzene ........................ Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia R930106 BTPS.t 03/04/93 1250 03/05/93 03/11/93 03/11/93 SOLID -#~ Jeffry Creager, Organics Manager .- ANAL YTlCAl - lABORATORIES &rw..,,¡¡,¡ &tMw 1414 Stanislaus S. Fresno, Callfomia 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number : Project Number : Sample Description: Ch930557 0557-2 B93039 East Tank ( 500 Gal) 6' Sample Type Analvses for BTEX bv EPA Method 8020 and TPH (G) by EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) compound Results DLR Benzene ........................ ND ND ND 20 1000 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylb~nzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR Multiplier = 500 DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected 03/04/93 1255 03/05/93 03/11/93 03/11/93 SOLID -- £/ ~t Jeffr Creager, Organics Manager Cynthia Pi R930l06 BTPS.t QA/QC Supervisor ANAL YT ICAL [;m LABORATORIES ~&Miw 1414 Stanislaus St. Fresno, Califomia 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 -- BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis Report Issue Date: Case Number Lab ID Number Project Number Sample Description: Ch930557 0557-3 B93039 West Tank (1000 Gal) 2' Sample Type Analvses for BTEX by EPA Method 8020 and TPH (G) bv EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) compound Results OLR Benzene ........................ NO NO NO NO NO 0.005 0.005 0.005 0.005 1. Toluene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample OLR = OLR x OLR Multiplier, OLR Multiplier DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. ND: None Detected Cynthia Pigman, QA/QC Supervisor R930l06 BTPS.t -ß.l -- Jeffr~ creager,Porganics Manager : 03/04/93 1305 : 03/05/93 03/08/93 03/11/93 SOLID 1 1414 Stanislaus St. ' Fresno, California 93706 Telephone (209) 485-8310 FAX (209) 485-6935 1-800-877-8310 e ANAL YT ICAl - lABORATORIES ,&",u-.YIJJ AeMw BSK-Bakersfield K & D Salvage Date Sampled Time Sampled Date Received Date of Analysis : Report Issue Date: Case Number : Ch930557 Lab 1D Number 0557-4 Sample Type Project Number B93039 Sample Description: West Tank (1000 Gal) 6' Analvses for BTEX bv EPA Method 8020 and TPH (G) by EPA Method 8015 Results Reported in Milligrams per Kilogram (mg/kg) Compound Results DLR ND 0.005 ND 0.005 ND 0.005 ND 0.005 ND 1- DLR Multiplier 1 Benzene ........................ To 1 uene ........................ Ethylbenzene ................... Total Xylene Isomers ........... Total Petroleum Hydrocarbons (G) Sample DLR = DLR x DLR Multiplier, DLR: Detection Limit for the Purposes of Reporting. Exceptional sample conditions or matrix interferences may result in higher detection limits. lID: None Detected 03/04/93 1315 03/05/93 03/08/93 03/11/93 : SOLID Cynthia Pigman, A/QC Supervisor R930106 BTPS.t # ~r- Jeffr Creager, Organics Manager BSK Log Number ~D55¡ clienKl11ec1 D Address % .&-~ City~tate"Zip ~~rS{¡r::¡d) Date sampled Ç'! J",4 .1/¢ :'A "" 9- I ,,- .¢:. .i~UiShed by Received by Relinquished by Received by Relinquished by Received by Time sampled /7.'~1;M- 5'0 /t: $5"}'...... 5'0 /"ð 5" /''''' $D /:/<; /'1.., S6 ,BSI( & Associates ANALYSIS REQUEST ¡CHAIN OF CUSTODY RECORD 1000- 4879 ProjecLpr P.O,# <; / A I· . / 4' ç':3 0 5" ' na yslS reqUIred Lab Use Only Phone # _....., ....; in this (J ~V S -- .f.4./ -::-% I section ~ ,þ ~~d~~ Sample Seals (See key below) ~ 0<1. Remarks )X x: X )(' S'olvc;.í ~e. //7 ~I/' f't/~¿7 C~ C}3'Jrfi- I Repor~~: Sampled by ~ r-. .Lv<.¡,....... ...y=;., dc.--:;"...... Number Lab of Sample containers number ~ See k", below) Sample description £057 Gar" ltld1 t/.b7 ~/ I \ .t'- 6·... / fA :2-'" I ~ ¿-. , / l\ :- Z-k /';o.? ~j 7OvtÄ- C~~ ~'/ jel"; (/(;7(/~¿Çq) fiJv.f:- Ú 0()) ç 01 J r- 1 ,J GP<-\ ,::I .-- , .JCl '- ð r· 1 J cÎ...... ìJ 'J ';o'^-d IMPORTANT NOTICE: No samples will be analyzed without an authorized signature in this section. Print Name bC?'-. /7 . S- a......d ~/-. n. ,Q¡@tn Co;" . I am hereby requesting BSK's Formal Chain-of-Custody Procedures for the above samples. I understand that these procedures are generally consistent with those outlined in U.S. EPA Contract Laboratory Program State- ment of Work, Section F, and that there is a charge of $50.00 per work order or $5,00 a bottle, whichever is greater, By: Company Authorized Signature Date Time I am hereby requesting BSK's Normal Chain-of-Custody Procedures for the ab~ve rle I understand that these procedures are generelly consistent with ZEhose ou ' ed int;:?:h .. .. 846 d that there is no extra charge for this service. _ _ By: ' .,// - z.--- ,r /' Almíorized Signature §jønature II / ß- ;r /J4A.. , .I{)'h~ L( f1 ì ~ 0 ðJf:- ¢ ~ ~ra-.-r'l-j PX7t-- J /.fh 3 ~;():J ,/J-.. 3-5-7?ï ì )'1) } f) KEY: Type: AQ-Aqueous SL-Sludge SO-Soil PE-Petroleum OT-Other Seals: P-Present A-Absent B-Broken DISTRIBUTION: WHITE, CANARY - LABORAlORY PINK - ORIGINAlOR Note: Samples are discarded 14 days after results are reported unless other arrangements are made. Hazardous samples will be returned to client or disposed of at client expense. Chemical Laboratories 1414 Stanislaus Street Fresno, California 93706 Telephone (209) 485-8310 · Fax (209) 485-7427 e e _._~__-------iÍ Fresno Visalia Bakersfield Pleasanton Sacramento --. ._,,~_. -- - .. ~_ H__ . - .......,....---t.,..,.".- IVAN D. SANDERSON, PhD, RG Senior Geologist Environmental! Geoscien :es Manager GEOTECHNICAL ENGINEERING ENGINEERING GEOLOGY ENVIRONMENTAL SERVICES CONSTRUCTION INSPECTION & TESTING ANALYTICAL LABORAIDRIES 117 "V" Street Bakersfield. CA 93304 (805) 327-0671 FAX: (805) 324-4218 ------------- Ofpce '-Memorandum :~ .1 :1 1 TO -:i 11 PROM : ~ _L o KERN COUNTY DATE: 6-;)....'t-C; ~ Telephone No. (316) SUBJECl': ;1500 t \ ~ ~ ~ ~~~ðY\~~Jk~~ 1!.4j)~ - r~~~~~. p~ J2ct- ~~. ~ KC 96-5004 -------.." I /". I 1.:..0 \--.:.\ ~..:. t...::?·.1.0 '='1::11 ..:J4c:.~ "IæIL~ c;oUNTY RESOURCE MANAG~-' . AGRNCY ENVIRONMEmAL HEALTH SEi\ViI.·F~· DEP..!ütTMENT 27QO "M" STREET, SUITE 300 BA1ŒRSFŒLD, CAIJPORNlA 93301 (805)861-3636 :FIlJ.. OUT ~ APPLICATION PER FAClUTY) , ,\PPLlCATIOIIJ FOR PERMIT FOR PERW.ANENT CLOSURE/ABANDONMENT OF UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACUlTY :'HIS APPUCAT10N IS FO~MOVAL, OR 0 ABANDONMENT IN P~Œ A:FACUJTYINFORMATION ¡:, . ;:: INTERNAL U , LY: PTA: fJ¡tß1"'~~ APP1JCA110N OP DAT!f2 ·2'3 .ra' , ,; OF TANKS TO ABANDON:~ .' PIPING FT. TO ABANDON; - PTo: J, ()()I{ f ' ProJettContlct: J,'m P M 1Tc~ell I Phone: 3-;).4-J~601 TIRISEC (RuralLocationa):f~t.5 ~ø~ R28£ Fa(:üity Name:C)lJ ~. g V S'q. \\I(\"~ Add....·1!I$: 600 s, U;I\ )1 0"" Nearest Cross . -,....- " City: Bø, /<,.pl''¡ A't ( JJ Zip: C¡~30? Street: DQ. nI ~ i l' L., j Phone #·NcY\t.. $I~ J I1Ø~ . - V<lCA,,'r Own.!r: IV'lT D"" ~"t..I.s I Addrcss: '33 ~ H q 07"10,,", Y 1)" , SQce: ßo,kvJ-{;y IcR ("fIll- Phone: ¥ /'o¡ --4 rf 8' i City: 'Bqk.("n~ ("f c..9 Zip: c¡ 330' B:CONTRACTORIN¡ORMATION Tank Removal Contr~ctor: M ,CO;1 rrrv C.:1"t """ C \J '/ ~....., I Address: '3;';0 x.".,,¡;VI'7'nfJ' (T State: C9 ¡ Phone #: 3f).;'¡- /"''760 ' I Cfry: (3", k..~ -A~ reQ zip:93~oI Proposed Start Date: Califorrna License Type & #: A I G /1.1 Co 2.1, Hu Worker's Compensation #: ASft.f' J.f Ii-{ 6' "f 5 vue 6 8'o¿.¡ 8Z8'3 '7 Conttactor Retrieving Samplea: ß.$ Ie:: cwt£) As.s C1 c.. " Address: ,,? V ~. I S~ate: ~ , I Phone II: 3 7-?- 06')1 Worker's Compensation #: W è. G 3 I' I 5" A Laboratory c.."lat wUl a...'1Q.Ìÿze '>d.:ü1jJLi:ti; 85' I< Á.tQI yl't' c€¡ ,-~ Lo¡bs, Phone #: /- S'QO- 8 ??- II 31 0 ~. ! City: 'Ï3Cf \c:.-v\~" (JJ i ZlP:<ß30"f I ¡ Insurer: S JfU'\'or N~'h'o",4'\' I ¡ Addreu: I ï.J i~ <;'ht. .ds /CHJS í'ry Scate: C~ ! City: p"1'I" ó Zip: C¡3~o6 ~; aæMICAL INFORMATION Chemkal Composition of Mareri.Üs Stored: Tank# Vcrhrme Chf.1micai Stored ~ /000 <; '" \ ¿:;a)() I,,,,-t. J.. 100(1560 , GQ) <J F"'~ ~ ::. - Dates Stored ? Iff60 To IY~'O ? ?~QTo P~s~'1r To To -~ 7 C.hemic:al Formerly Stored /Vo.u íî /1...;1 <:J.lVl£. -, -:- - ): Environmentallnfol'T!121dcm Water to facility provided by: lCf i W':t 't<-r ¡ :¡~ gIoundwateI' '..vithin 50 feet? Y o(N) /8" fef!7: ePee þ Nearest water we1J-Gh'e cii5rart~e if withi.'1~5ôo feet: /5'00.... rš;il t"'j'p'3 at {adUty: fVt L ~¡~ CWlllOo'\"'/ s<:!... q~JJ SP ....1""'11.-.... L "'"'<¡¡. Basi. for soil type anci gr"U.r.j-;N2.¡:~r &ep~~ dftermin~'n:,....[,'~eM~ I" <:{t'V~ t' (tit Woe. 7"C.r Total number of samples \:0 be am:!yud: ~ j SmllÚii ro be aruûyzeci f.)r: ß TX q",tJ TPH _CJ"'Jù/''",t .. ~..... ~: Disposallnformarlon Deco~taminationprocedu.re: Tr I " j e r t '" S\L ro L t= L <. g; ï (> Decontaminaåon Contractor: M. P E Y'I" \ re '" ,., (' .,,, I 7.., c I Disposallo<::¿¡tìon far ri.l1,eate: Phone #: 3'3 --1/5 ì._ __ i Gi.bJ v...... I::..., 1/',' (cJY7 ;?- ~ J'7""'" } '._ \ Dis!08al method for tank(s): R('- c y(. J,~ ,_,___ ¡ Disposallo:::ation for tU'..k(s): Go (cYP-"1 ,Ç"~,.. f11" "" J oS Disposal method for piping: R "t_ ~'y c I''':f- ~ I D~yo¡o;u 1 c>cation 20: pipinö: 60 í.Q-, S.,..., ~ M ~ ~ ) J ....Please ~~~ç,W.ß.ev~rs~ S.ir:i~ .QLT.IDr,A~t9re Submirr~ FOT R..e~ rus t.orm .h¡s Þt!!t!n cOJ':p;e~td !J.:~0/~;:,,~.Üv,;f pelj1.i.ry a.."ld ~(¡ d:~ bEst of:nY. k..."1¢IHiccið~ i~ true .md correct, . jign.a,ture~ ~ ....~ . ....:....__ ~~.;_t:,,:: _Prt'J¡j)l"""~_"_ Dare: ~~L2...3/9 3 , '~;.~ ,." ,- e- e , :;;J. 10 C COì 0 V1 .£ ~T / ~~.s Ðf ;2 ~' 6 feel u '\ ~ ~ T4 '\:,clTìC)ð'\ D f ~~k. J-./ ¡e 5 IT ~ Ì"'\ I 63T;;< [. ~ Tv PH- ~ ¡1Jûn ~ l' /- --, .....::>1 I I \D' ¡ I ,0 '-- F,JI rìff S ('J ..., 'j c.;...J . ~ ç)l....... I 1_°_, .. --, I ; \-- /q.....'k. Q\jl'7n,t""I\ ð'SÁi!..11......- / U - \ S ..,J;", c. e ~ '\ ì " OT""j'i.') ì S' Î 11')1') ~ , ~ f'r~ IOC~7"1()..., Tl"eJ'i? w,j) be.... ~~~I".J) .Q\.)(~ excq,\/OIì;oPi t: UJe.. GuNe,,-¡ìy '~'.J^c9 ~ ~" ~'Î~J wl1'-'h ,j¿.ft'e/'f'rlT cQ.~1", s T>:J ~ boi"r-C~ q""J) cD, ffi-I'<=>-'-'>7 -(lv.J) l-e "'-e-.\.i On~ 7"t¡,... k.. \ ~ tPry "jìrQ ,}~.- 1.,'15 5'/-z. 1/ of -Pv~) 01/ ~ -n,,~ (;.)\-0,,",~ÍJ' f?'1~;Y1o( ì~ ø.f 0"'1 o."!€. Ï"q¥"\k. ~~i- b\?,,,,,.) vr<L~_" /-1 e., l,q ~ C{ vcr.) Vi:.... . rn ·v,,", ù '/ ¡) +', J1.-.t. s e. c <) '" ,0 -~~ ¡I '.:.- 1.v r ;--1., c) ~ k ï I r vJ ':J" .... ("~¡Yl.Ù.M ,,1 l c:>,~ C') 0 0 r t1 e ·v'tJ v ¡...J) . H~ 1 'J nÚT s..;(~ ,. :r.. ,\/,$ ¡-reeD ~ ..JI~ J"Ylq,,( "ì"Ø1~S b~~f"" I q I? ~ a..-n. J) '~ (f ~ 5 ~ Y11 cPc;' '^,) .''I1G1! I "" ~"'" 'f¥1 t ~ \.AJ rY' I.:::. C\... 1'\..9 I '^ I q l' 0 7 v' () """ IV') reJ"1 C)'; <>t I ð-r "Ìi\~:;~ -,-..",,,,,ìc.j X 0""1 ¡~'YI"""1i~ O,")Ç, ð\ ..sO~/1 ~~r q...,,/J (7 /«5'0 ~ cCJnD. 7...,c!);, ('"C{.Ì"C5 if ~I:\> o~r ~ r<.·tt"llc.. or ':.Qi~CT!/ a~\'(e~1T ql1R ~IJ,r~_J) /'1..0. (U!ì(Ûi"'(Ü~rJ ( ï"'-S7'I'J 0'S ~ ~",l I~ ~ T ~ w,t\ (f.,~L IT Vf < 'L()~ c«.\ ht)f~ m;. ~~fl ~1 --rl1;~ J)tJ('J €XCqV""Ì"7c,.., h ( -k i! ð<.,V'") .,..-t-... e l'f >;).. . .--?-" #:7¿ ~ e~~J' ,;' :Z-- ,4' /'" ~.:.::---"'. ___"'C'<..i... ~ I. ....". ......... .., O?/7.3/f~3 2 : 11.4 pro -.-- R I:: C I:: J P T e-- ."..-J' " ,\:"-;.}.;:; ~~:T::.~·. '. ",' .. ,:1. '. " . - " """; ':.'/ .,,'.... .". ... .. .' '.~ : 'PAGE 1 . .,. .. ". ... 0" . . .... ,_.. _,' _. ._. ,". . . . . _,. .... n' ... ... . . "', .... . . ... p,' ,", "0 .. .... . . ,,'. ,. .., '" ,.., '" . ... ~-. ." 0" ... .... ... ... ," ,_. .... ..'. 0" .__ _. .". .... .... '" . _. ._. ." 0"' ._ 0"' . . ... ... ._, CASH KEn I Sn=R ...h.......... p, O. it Irwo'ice Nbr. 1 90401 KERN CO RESOURCE MANAGEMENT AGENCY 2'100 't9'l1 Stre(';:t Bakersfield. CA 93301 ( B 0 5 ) 8 6 1 -. 3 [) 0 ? . .. .... '. .............,. ··.·..·.·r··.···..·'.···_·· ..........,.............._.........." ......<0.......... .,., ,........ ._... ........ ....... : Cu~;tQm~H' iH02?J9J2 Wtn By ¡Order Date I f:3A~3 I 02/23/93 ! ... .,......... !......,...,..,.... I ..... p........... ...' :..'j ne i)~)SC r'j pt'f on 4751U~OERGROU~OTANKS CLOSE/A8AND 1)31'002 THANK YOUl Type ef Or'del" w ,.. ,., ..., . , ,.. _.. ... .... ... ... .., ... _.. ... .... .... _.._. ..' .., _.. .... ._. .., ,_, ... .., .... ,... .., .., ... ... ... .... I ¡ NATHAN DANIELS & SARA LEE I ¡ ! ! ., -.. " . . .".. ." "- .... ... ... ... .. ,.. '" '" ., ... .., -.. '" -....... .., ......., ". ... ... ... ,.. ., .., .... ... -.. ... ........ ¡ Sh-¡ p Date ¡ V·, a ¡ Terms I 02/2,¡/9:) IOF I NT I . .... ,.......,.. I.. ,.......... ...... ...... .... ........ ..... ¡ ....................... ,. ,. ¡ Quentity Price Unit Disc Tetal EH 1 1100.00 E 1100.00 O,..da,.. Tota"1 1100.()0 Amount Due 1100.00 Payment Made By Check 1 '100.. 00 · e ENVIRONMENTAL HEALTH SERVICES DEPARTMENT STEVE McCALLEY, R.E.H.S. DIRECTOR 2700 -M- Street, Suite 300 Bakersfield, CA 93301 (8051 861-3636 (8051861-3429 FAX February;), 1993 Nathan Daniels 3318 Harmony Drive Bakersfield, CA 93306 RE: Underground Storage Tanks, Monitoring, Repair, Abandonment and Tightness Test Requirements. Permit to Operate Underground Storage Tanks Number 250011. Dear Mr. Daniels: In regard to the underground storage tank facility located at 600 Union Avenue in Bakersfield, California you are currently in violation of the following: NOTICE OF VIOLATION 1. Section 8.48.030 (A) of the Kern County Ordinance Regulating Underground Storage Tanks: No person sha.ll .., abandon. . . a tank, . . ,at a facili ty for the underground storage of hazardous substances within the unincorporated and incorporated areas of the count:v unless by authori ty of a "'a1 id, unexpired unrevoked permi t issued to the owner pursuant to the provisions of within this chapter... 2. Section 8.48.120 IC) of the Kern County Ordinance Regulating' Underground Storage Tanks: That the holder of the permit ha.s violated one or more conditions upon which the permit has been issued. Permit to Operate #250011, Conditions/Prohibitions ï. The facili ty underground storage tanks must be moni tored, utilizing the option approved b:v the permitting authority, until the tank is closed under a ,,-alid, unexpired permit for closure. and 8. An,Y inacti ve underground storage tank which is not being monitored, as approved by the permitting authority, is considered improperl;t- closed. Proper closure is required and must be completed under a permit issued by the permitting authority. Monitoring Requirements 1 a and b e ;. Page 2 Nathan Daniels 3318 Harmony Drive Bakersfield, CA 93306 Standard Inventory Control Moni toring , . . shall be utilized.. .in accordance with requirements summarized in Handbook UT-1 O. All tanks shall be tested annually utilizing a tank integri t.v test.,. The first test shall be completed before December 31, 1991, and subsequent tests completed each calendar year thereafter, All tank integri t,v tests. . . shall be completed under a valid, unexpired Permit to Test issued by the Environmental Health Services Department. 3. Section 8,48.170 (B)(3)(g) Owners shall repair or close any underground storage tank for which an approved moni toring program is not promptly obtained, ,., The department has not received an application for modification or abandonment for this UST system. Several attempts by telephone and office meetings with Amy Green have not resulted in the submittal of any application. ORDER TO CORRECT 1. Submit a completed application for a modification or abandonment permit along with permit application fees to this department by March 1, 1993, Failure to comply with this ORDER TO CORRECT may result in revocation of your Permit to Operate and referral to the Office of the District Attorney. As prescribed by the County Ordinance, a per-hour fee for extended services will be charged for any work required to bring this facility into compliance. If you have any questions please contact me at (805) 861-3636, extension 589 or Amy Green at extension 576. Sincerely, Steve McCalley, Director By: ~.~' Carrie Georgi Hazardous Materials Specialist Hazardous Materials Management Program · e e WOKK OBDD LOG SBBBr Date: d.-. - ~ - 1,3- Tracking #: APN: - - - --- Work Order #: RHO ? .s- o-.s-" WO Category: Hazmats WO Type: :¡::v Reimb. : y~ N RP Code: WORK ORDER NAME: ;'00 (,Lr-\;" A~ )-!l",--~_L..-t RESPONS IBLE f\ ) Î'\.' r PARTY (RP) NAME: IV~ L)~\-e \.$ , f'\.' RP CONTACT: f\J c~~, ) ~~ e { ~ RP ADDRESS: ~ '3 I q H é.\..Y- ""'--"\r-.-\j t> t ( - v' 'E' RP CITY: . ß cJ,~ E.Jt- S1l èlJ. STATE: C4 ZIP: C¡.3 306 + RP PHONE NOS.: (_> - <-> INSPECTOR: (' /'~'rl'e _~.~rjA·· EXT. ~~.q HMMP-Enforcemen~ HHMP~itt~ L-e-H-e-r r<::ä.-l - o~~ f771 b,-¡ ·l~ "] /2-/0;3 PROGRAM: DESCRIPTION: LOCATION: FACILITY NAME: REPORTING PERSON: PHONE NO. COMMENTS: , ;Ì¿rrr~bu RCE M~~·;'e.;i~;~~'.~~~~¡~i.l~ÉNC. ,.' ;\¡Y:Si!RY ICES DEP.ARTMllt.,t;Ç-:·'-:···-;.· "':" ~,¡:;:'¡':~."" ',~ , ,LE'3Ç'0 ;", 8AKERSFI ELD. CA~ 3301 ' _ ~':, ." ',~' . " ('870'5)861-3636 , :'t.' ., ~, :, . '.~ ,~ t.~. - . . .UNDERG~Q~,~D.HAZARDOUS SUBSTANCE STORAGE: FACILITY * INSPECTION RËPORT * " . PERMIT# 250011C' TIME IN ¡:éZ') TIME OUT NUMBER OF TANKS: 1 ? E RM I T P CST E D 7 Y E S...................::....··Ñï::· .,,_:~.:=._... '-"'-'-""'ÏÑ 5 P EC T I ON DA T E :u..9..... --¡;¡::::«Fl..? TYPE OF INSPECTION: ROUTINE,_....._~~..._ REINSPECTION _..........___ COMPL~ .~_..-:_:-: ~h"".__.._......__~_...__....._......._~_..._~__.....,.___...._~~~.~..... F AC I L I TY N AM E : ,Y..ð.º~.~J_.b.QJ_........_..............,_......_...._....._.._........,.............................................._....__.._,..._...__..__...__..___ F AC I L I TY ADDRESS: &.0 a._Y.N Lº.tLAY~N1U;:..........._.._........................,_.._...._.._.._._...___.....,,___.__.._..._,_ 8AKERSF I ELD f (-:A OWN E RS NAME: .Q.ðN.lg.b§..I...,..~I.t!.~..'~..........._.__..........................................,...............,......_.....___...._..._.___...___.._____.._ :) P ERA TORS N AM E : gA~J..ê.~.::..~..(......~,ð.Ili~.tL........._......,...~_.........'m'....._.........,......~.............___._...._....__._...._.__.___......__.___..__ GOMMENTS~ ................._n.......,,__"'.._...-_........._..............._................~.............................._....... ....................................u'....."........H..__..__.....-..........................__.....____..........__.....___... I .............--...~.... .......-.......................................,.....................-....,.......,....-..................,........................,.....,......,-.....................-........-·..'-..-..'--··7·"......'---- _"..........................,,__..............................._.,..............--........._._.....n._.............n.~.............._.....u........._......_.·....·.. .............,...... ....,..........................................___......................_._._......._.._...""__.__._...__.__.....___ ITEM VIOLATIONS/OBSERVATIONS 1- µRIMARYCONiAINMENT MONITORING: ../ --- ~. Ir,tercepting an directing system < b. St~ndard Inventory Control . , c, ~odified Inventory C~'trol .~~-- d. [~-tank Level Sensing Oav;ce !. e, Groundwater Monitoring /. ./ .. .- -,»-,: .. Vðdose Zone ~onitorin9 ' , ! I ¡ ----t- i ! I 1 , ¡ ---~_.....- ¡ ! i I \ j ---L I ¡ ! \ i ---- -+ ), ~Ar~TENANCE, GENERAL SAFETY, AND ! OPERATING CONDITION OF FACILITY ¡ , C~T1< RE C0r.:M íN DA T I ON S ,....~;:..~~~.......,,':;::t:?.::'!:::-c-~..i.{~5..hJ«~~J...l~....A...'-JJ:::b.e...r_.tJ::1L..._ 'ï.-Ä7f-~....._-d~I1.e:::"'...;r........1.~t::.:::....!.~..J~....1~b=-~...~.~~!I".d::\....:~,:::..!J.= 1.2......_é..:t....,,..¿,.....A...A.-f- ~ e d d ....f k~ c" ...t'__~..~L_.:JJ.~......!..,~:......I..":;L!..,,j.2_.:.....~f~.._Kb;::c..f'~......!:11...._...k..._...!..\-s..~....~......_..hr.\..~h.1._M-~-~hlC .4:ã--... ,~d(:'" ff ¡- r-n I n -e .:..". ¡ I'L,· GI .Q ,...,.., Ç>L. I ", L . .. ,..rl'r' ¡ S I.:> __ - .t-.e....t ... ,_. _ LJ ..-:t:;;::==-K~····SJ·~..~~-~..b·J··:·"_.,·.......-::~~'.:)h~___......,!?..-:~..,t:,..,_..:<............, ......¡......._"....!"~-_...._..._._~...G-~_ REI..ÑS·p..~·C'T-ÚJr;¡~_·šc·H¡ªï5.(iLEÕ?:::::~~::~-;Ç";~'~.._~~~::~=~·;;..·..A·p·pï~Ò·x'i"r;ïÄ-T·E·.....RË·T~¡s..p·ËC·TTõ·N DA T E : _htt:~ ~'7 2 -/ s: '1 fNSPECTOR: / . ,.<:..Le..~ 1 REPORT RECEIVED BY: ....',.,................-=-".....'...........-'J"...................-........................... ........;\:)'0 6 ï\f E,----¡J¡,r" s ~-a7.. 2-. SECONDARY CONTAINMENT MONITORING: '/!; Liner '" b. Double-Walled tðnk c. Vauìt ! 3. PIPING MONITORING: 1J. Pressurized b, Suction c. Gravity 4, OVERFILL PROTECTION: 5, TIGHTNESS TESTING 6. NEW CONSTRUCTION/MODIFICATIONS -- CLOSURE/ABANDONMENT 8, UNAUTHORIZED RELEASE RE~URCE MANAGEMENT A'r.NCY RANDALL L. ABBOTT DIRECTOR DAVID PRICE III ASSISTANT DIRECTOR Environmental Health Services Department STEVE McCALLEY, REHS, DIRECTOR Air PoUution Control District WILLIAM J. RODDY, APeO Planning & Development Services Deparunent TED JAMES, AlCP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT July 22, 1992 DANIELS, NA1HAN 3318 HARMONY DRIVE BAKERSFIELD, CA 93306 Re: VACANT LOT Permit #: 2500l1C Dear Sir/Madam: The Kern County Environmental Health Services Department has completed a file review and was not able to fmd an application for a permit to complete an integrity test, or the results of an integrity test, for the underground storage tank(s) located at the facility sited above. The monitoring requirements developed for the facility tank(s) require that integrity tests be completed within the 1991 calendar year. Please review your records to determine whether a tank integrity test was performed at your facility between January 1, 1991, and December 31, 1991. Please copy any test results and submit the copy to this department within 14 days of this letter. The results will be reviewed and placed within your permit file. After August 10, 1992, all facilities which have not submitted proof of the integrity tests required by their permits shall receive a notice of violation for noncompliance with permit testing requirements for Calendar Year 1991. Facility owners or operators who receive a notice of violation for noncompliance with the testing requirements for the calendar years 1991 and 1992 may be cited into court for violation of permit conditions and state and local underground storage tank laws. The facility owner/operator could be liable for a penalty of not less than one hundred dollars ($100) or more than one thousand dollars ($1,000) for each underground storage tank for each day of violation for failure to test the tanks at frequencies specified within the permit to operate. All integrity tests completed after September 16, 1991, are required to be completed under permit. ' Any test submitted which was completed without a valid testing permit after September 16, 1991, was completed in violation of the Kern County Ordinance Code which regulates underground storage tanks. The facility, and possibly the tester, shall be subject to fines/penalties. If you have any questions regarding this matter, please feel free to call me at (805) 861-3636. AG:jIW:ch o 2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636 FAX: (805) 861-3429 , . !~.. eC '-~~ / .:....;. ·c ' ...-..1 ~ -; 1:.~ -?~';i~;";:~t . '~--.- ' - . . , , " " ..~ ' . '. :" ...J', ~. " ,'" ~.. ~ . ;...... '-.,;' . \~ ":"".\.. . ,'~>' ':r . ':~; . 'J; ~ . " , , 'f'1:-".ç.'-;-. ,~,"?,':~.;::~~~_jj:-.:, , ' . ~., " - . ; '.~., " ~ ;~ I I I ~ ..... 3H REGrsn::¡:~ ¡ 5/ ï'9 /'9 ih"'h'.h h.. -h -h h.. ---- "h - -h -"h "h ··..·h -h ···.h -····h --" _ Ì ñ;;õi;;;; ,i;;;: :_._¡__ ....-7 iš Š:;h I 1.05 P. KERN Co ResOURCE MANAGEMENT 4GENCV I 2700 r f\1I' Sti'eet aðke.Sf'ald, CA 11301 Type of O.de. W (805) 861-3502 R r: eEl P T PAC..¡c . h - -- - -"'h ····..·.h - - -- ----~ ---.. 'h'h" _ _ _ -.. -" _" h "-h -.. . _" -"'h" _ _ .... _ _ __.. 'h.. ..._ '_'._., h. _"'" -hh. I ; ,/ NA. THAN OA/\j u::~.s I L 50.00 t t f I I~ .,.iL L ',"!. . ..f- --"-r=' -, -,..:q I I I LEASE:- I f I I I '. - - -'h r"h -··..h - - - -.. "- - "h__ --- _ --'- .... "._ h -"'. -.. _ _.. _...._ _ _.. _ _ __" _ --'h _ _ ___ ____ ____.. I ama. p.O.. ! Wtn By /O.de. ~ta I Shfa Ddta V,. ! ~.ms I IIIC-92 I GII1K I 05/19/92 I 05/19/92 / I NT . I ......... ..-..-...... ! .........--.. ¡ --....... - ---h... ! "--h____,.___. ! '.---..____. ___ I. I :eSC·'Pt·'''n QWðnt'ty P·'ca Un"t Õ;-;;c _h-----fõt;;ì 19s UNDERGROUND TANKS ANNUAL FEE 1 5D. DD ó: 5D. DD IJsro01 Or'cJep rOta? Tl-iANK You 1 PaYment Mede dy ChaCk Amoun t Due_ 50.00 50.00 . \ i",; - - - . BEST OF -'--... --.~--~.. -.. -. - .. r , ·- FEBRUARY 12, 1992 KERN COUNTY ENVIRONMENTAL HEALTH SERVICES 2700 M ST., BAKERSFIELD, CA. RE: 600 S. UNION BAKERSFIELD, CA. TO WHOM IT MAY CONCERN, tit" . IN RESPONSE TO YOUR INQUIRY REGARDING THE POSSIBLE EXISTENCE OF UNDERGROUND STORAGE TANKS, PLEASE BE AWARE THAT TO THE BEST OF MY KNOWLEDGE, THERE IS ONE TANK THAT HAS NOT BEEN USED FOR SEVERAL YEARS. , ~.~ AT THIS TIME I AM TRYING TO SELL THIS PROPERTY~THEREFORE I RESPECTFULLY REQUEST THAT I BE, GRANTED A eJ. ~ EXTENSION TO COMPLY WITH WHATEVER ORDINANCES AND REGULATIONS MAY BE APPLICABLE. SINCERELY, ~~ NATHAN DANIELS 3318 HARMONY DR. BAKERSFIELD, CA. 93306 ~A'\ ~):¡ ~ .ì1~r c}' e" ~k · !f . et LY ~\þ t6Ö' (T' /~/\() -í~~~@ ~6\d~, rf){ .~ ~ eO OJ \~i\ i 1~\~~~-t5 \Ì? vb 6~ 7~ ~. ê,~ QO\ cP~~ if~\è" ~ \þ (}~Ot TP I~~ .o{\~ d It! 0(' '\\\Vlf' ~\ I ~~eJ~'íJ~ryq¡i , Cy 0~ \~ ~ t\ . ¡" \\ . ~:) .::, i. _.:'. . . ';1"\.-:-'" . -,. ':~:', +, ..' ..;(. . ~:.:.' .:-::<->;!;;,:X:>;.·.~~.-;·:}. < .' :K~R~ ;C·ÇU.~c RESOURCE MÞM~GEMEN·T·. ~GENC' ~~'; ENVIRONME_~riEALTH SERVICES DEPA~TM~ . ,.' . .' ·21700 -M-" STREET, SUITE 300, BAKERSFIELD, CA.93301 . . ' . (80S}861-3636 . . r '. . UNDERGROUND 'HAZARDOUS SUBSTANCE STORAGE 'FAClLITY * INSPECTION REPORT * PERMIT. 250011C PERMIT POSTED? TYPE OF INSPECTION: TIME IN ._._....._ TIME OUT NUMBER OF TANKS: YES.__ NO ....____... INSPECTION DATE: ROUTINE._...__ REINSPECTION ___ COMPLAINT 1 .-....-.------ F AC I L I TY N AM E : .§ 0 L D EN §.T~ T E ..J1.E T..~JJL....J..~.º..:.._..........__ FA C I L I TY ADD RES S : .~ 0 0 ..l! N I ON....A V E.t~'-~.!;........._.__._.._.....................___.._...___....._..... BAKERSFIELD, CA I OWN E RS N AM E : .ºA~l_g LS r ~ A TH AN...._._.___._......__._..........._......... OPERATORS NAME:DANIELS NATHAN COMMEN TS : .-..,....r;oj~çf..)~~::=:=·2..~·~"A=;::=~~=:"i5.D~:::~-.l;;~j£"¿~~ ~---.-_.- ~~~-~~:I?- ...._............_,_._..__....ItßA:J._QJ.J.'£A...=-....ß....I!.t.k~.J~f.:,......&S.._..ì3.E.~__~CliL~ ______ _ __ ITEM tI I\tl·~~ VIOLATIONS/OBSERVATIONS ~2-A£-¡¡: ~ ~ ~~ 1. PRIMARY CONTAINMENT MONITORING: I a. Intercepting an directing system b. Standard Inventory Control I c. Modified Inventory Control d. In-tank Level Sensing Device e. Groundwater Monitoring f. Vadose Zone Monitoring 2. SECONDARY CONTAINMENT MONITORING: 3 a. Liner b. Double-Walled tank c. Vault PIPING MONITORING: a. Pressurized b. Suction c. Gravity OVERFILL PROTECTION: TIGHTNESS TESING , NEW CONSTRUCTION/MODIFICATIONS CLOSURE/ABANDONMENT UNAUTHORIZED RELEASE MAINTENANCE, GENERAL SAFETY. AND OPERATING CONDITION OF FACILITY 4 5 6 7 8 9 COMM EN T51 R ECOMMEN DA T I ON 5...........~::r.I4t...y_............2..L.....-5.¡~........~.....a~AJL ..U.._..__......___.......~..........h................_..................._................................_........_.._......_...........u..........~..~~~_~~..~.._~~~.._~~.........n..~..........~~Uh................~__..~~......_..__........~...._ ------- .........._..~...._....__...................._.........."'....--_......_......--.............._-_............................................_......~..............................................................__..__........_.......- .._.._............................__..._.._............~....___......__.............................._.............................................__..~......................~..~.......~..u...................~..............~........_......................~........~..................~..........................._.._.._..........______..___. -......--..- f~ E 'INS P EC ï=I-Õ·Ñ-·..5EHï~:ï)UCË..ì)'?::::::::=~..ÿ·es....:::::::::~~r·¿....Ãï)ï)ï~õx·TMA T·Ë..·...R·Ë"TÑ·S P EC'ï=ION ÕÄ T E : ._...______ __- I IN 5 P E C TO R : ................_......._....__..............._......._................_....._.................. R E PO RT R EC E I V E D 8 Y : _........._.......______.__..._..__ ~? - - .. e', WORK ORDER LOG! SHEET Work Order 'I $5, 0 () '3 . . wo cateqory H '\ ë. ~ wo Type I"'\/es.+ljo±~ Rei1llh. y~ _ . RP Cade WORE ORDER NAIŒ: r;,O(cl~ 5f~+€- M~t-J..~ I,^-c. boo ú.'__'q~ If~ ) rbk 1)) CA J mœpONS~J~ D PARTY (RP) NAME: tJ 0.... -t 0.---.... ~ ~:\ <' RP CONTACT: f\J c..... + \) 0.-.--. \ ~ \ ~ RP ADDRESS: 3 3l <q 1:1lk-r ~ ~~ f) y- I ~ e. RP CITY: .Jbo...~~ S,çl~\.A STATE: ttA- ZIP: 133'" + RP PHONE NOS: _< qDS-) _< ';?t.5) ~:r- (- 491Jlf (ßK~~ 77 !) - 4'~ 75" INSPECTOR: ê. o..J{' 'f " e.- r;, e...o r i- EX'!' . s 8 <1_ PROGRAM: H}9 ~ ftR. 00(......5 ÍYI c....:t-e¥ ¿,~ø....L.5 - 'P..QJ("" ~æ~ ~ -:r:.r'-'5pec.-~ . J DESCRIPTION: ~,.,I,l~ SIa;H:,. ;n~s/ Ih-C-.)fr01l:l...~ðO II l.J.fd"h ~)~ ~ 0- r"~ ~~f~b.C ~-e.. ~ .,p~v- ~~ ~ b~ k, ~ ~R~~/~~~ ~ 6-- ~~ ~\ S'1~ b ' þ< ~ p ö-:S1'""" e..J.. # J- C-ðY--~ ~ 2-t ...( Fy,..··~..·~.:r;.;pí c. LOCATION: (~o-~ 1\Jc;-:J- f) ~~~ ~ . "J L-~ . FACILITY NAME: Revised 11/04/91 et:RN COUNTY HEALTH DEPARTME. -' 2700 M Street Bakersfield, Cålifornia Mailing Address: . 1415 Truxtun Avenue Båkersfield, California 93301 (805) 861-3636 ENVIRONMENTAL HEALTH DIVISION HEALTH OFFICER Leon M Hebertson, M.D. DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard Mr. Nathan Daniels P. O. Box 67 Bakersfield, California 93302 Dear Mr. Daniels: This letter is an official notice of your non-compliance with state and county laws relating to underground tanks. Upon review of our records, it was discovered that the 1988 Permit to Operate fees for Golden State Metals, Inc., 600 Union Avenue, Bakersfield, California were not paid. Enclosed is a copy of 1988 I S invoice plus the 50% late penal ty required by county ordinance. The second invoice is for this year I s Permi t to Operate fees. These invoices must be paid within 30 days to avoid further penalties and/or legal action. Be advised that these fees must be paid even if the tanks are no longer in use. I f the tanks are not in use, a permi t for permanent closure must be obtained from this off ice. Permanent closure requires either removal or closure in place of your tanks and assessment by soil sampling to determine whether there has been environmental damage as a resul t of unauthorized releases Ç)f hazardous substances from your tank site. The specific requirements for these activities are in Handbook #UT-30, available with your application. No closur~ activity can begin prior to the issuance of ~ ~mit from this office. If you have any questions or feel this assessment is in error, , or if you would like an application and our handbook on permanent closure please call me at (805}861-3636. Your prompt attention to this very important matter is appreciated. Sincerely, ;)l'l« ¿J~ Jane Warren Hazardous Materials Inspector Hazardous Materials Management Program DISTRICT OFFICES --,--__ - . ----a _ '_1.._ I. .&...._11_ a .......i......~ . Di,.f,..n,....ftf"o. . C':h'!:llltar . T.oIft 2700 M Street Bakersfield, California Mailing Address: 1415 Truxtun Avenue Bakersfield, California 93301 (805) 861-3636 e. .~N COUNTY HEALTH DEPARTMe4t ENVIRONMEN TAL HEALTH DIVISION HEALTH OFFICER Leon M Hebertson, M.D. DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard June Mr. Nathan Dani81s cia Gyrum Kimball 1515 20th Street Bakersfield, California 93301 Dear Sir: This letter is an official notice of your non-cumpliance with state and county laws relating to underground tanks. Upon review of our records, it was discovered that the 1988 Permit to Operate fees for Golden State Metals, Inc" 600 Union Avenue, Bakersfield, California were not paid. Enclosed is a copy of 1988 I S invoice pIus the 50?f; late penal ty required by county ordinance. The second .invo.Lce is for thi s year f s Permi t to Operate fees. These invoices must be paid within 30 days to avoid further penalties and/or legal action. Be advised that these fees must be paid even if the tanks are no longer in use. If Ule tank!:.~ are not in use, a permi t for permanent ,.::losure must be obts.1.ned from this office. Permanent clos11re requires either removal ü1' closure in place of your tanks and asspssmen t by sO.ll samp.1i n~j to determine Nh~ tl.H-.r there has been environment8.1 dam~ge as a result: of unauthorized releases of h2.zard.ot1S substances f""u\fi 'i0u.I' tank site. The specific requirements for these activities are in Handbook #UT-30, available \ldth YOlU' ê\pplicatioH. Er¿ _(.:1.t,1f~~\~L~ §~~:!::)vity :;an beuin prior to the lssuallÇe of -ª Q..§J~}~.:Lt;. .frolll .!:chi.§ .'.21Lif'§:· If you h<'1ve any qnF'st:ions 01::' fr:,'el this assessment is in error, or if you \.'JOuJ.d like 2.n '~L1plir:::;3.tion ;::J.nd 01..1.1:' handbook on permanent c 108ure plpa!':;e (:;:'1.11 me i'd (80S) 8Gl--3G36, Your prompt attention to tillS vC'ry .lmportant In;,,(-f-"'1" js appl'ecì.::¡ted. S:inc:eTely, . </. -ël J¿j ¿¿/(-bVû'vG &-r:e y.]arrl~n Hw,~a:n1c.nH~ H<=t1:erials Inspector Hazardous Materials Management Program DISTRICT OFFICES Delano . Lamont . Lak" 'nella. Mojave . Ridgecrest . Shaffer . Taft ot Enviromaental HealtJ;t Application Da~ .r Street, Bakersfi. CA 93305 It . APPLICATION FOR PERMIT TO OPERATE UNDEÆ;ROUND HAZARDOUS SOBSTANCES S'l'ORAGE FACILITY ~ of Application (check): CNiW Facility []flÐdification of Facility ØEKisti~ Facility . "'I'jency 24-tÐut Contact (name, area code, ¡tlone): Days , Niqhts '.cUlty Name Golden State Metals Inc. ~. 0 or ) 'J'ype of Business (check): [JGaso\ine Station gOther (describe) J Ia Tank(a) Located on an Agricultural Farm? Dyes §lNo '~ Is Tank(s) Used Primarily for Agricultural ~rposes~ DYes .. No . (\......01 e,ls " t' 'acUity Address 2eOn 1:_ ~~m'lellUr-e ~ Ii/I~) !I¡J{(J(] f1 Nearest Cross St..g:-, erDQI1 A.a. ) ,tp T R S Rura Locations 0'11y) 1 ~Hathan Daniels Contact Person Jy 1'318 Har.ony Dr.. Bakersfield. Ca Zip 93306 Tele¡h)ne 1if'7/- ~ rtrr-;.¡. 'r//! Opera or Ç2..,r¡ YYJ fJ Contact Person If/an OCi'/1 ,·e/s Address Zip Telephone S<' '33 - 3 [? 7<2. ' 8. Water to FacUity Provided by California Water Service Depth to' Grol.Diwater Soil Characteristics' at facility Basis for Soil Type and GroLRtwater Depth Deteœlnations CA Contractor I s License No. Zip Telephone Proposed Caapletlon Da" Insurer C. Contractor Address Proposed Startl~ Date Wbrker's Compensation ~ertification . D. If This Permit Is For Modification Of An EKisti~ FacUity, Briefly Dascrlbe Modifications proposed E. Tank(s) Store (check all that apply) : ~! Waste Product Motor Vehicle Unleaded Regular Pr_i~ Diesel Waste Fuel on ~#( [] [] ~ ~ - [] ~ 8 8 [] [] [] (] [] D 8 8 8 8 [] [J IJ r. Ch_lcal CaDpoai tion of Materials Stored (not necessary for mtor vehicle fuels) TanK . Ca-w-ic&l Stored (non-cOllDBrcial name) CAS . (if known)_ ct.aical Prevloual¥ Stored (if different) .. ,G. Transfer of OWnership Date of Transfer Previous OWner Previous Facility Name I, accept fully all obliqations of Permit No. issued to . I understand that the Permittiß} Authority may review and modify or terminate the transfer of ,the Permit to Operate this Wldergroœd storage facility upon receiving this completed form. 'Ibis form has been canpleted under penal ty of true and correct. Signature Ilt~~~ perj ury and to the best of my knowledqe is Title Office Nanager Date 7-25-85 rc:u.:J..LH.y NC::UIæ ~H ~'t'UC¿SJé- L-\...)_ s, permlt NO. TANK! L (FILL OUT SEPARATE FORM .. wACH ~) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES H. 1. Tank is: DVau1ted ONcm-Vau1ted DDoub1e-Wall Ø5ingle-wall 2. Tank Material gcarbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass<lad Steel Fiberglass-Reinforced Plastic 0 Concrete 0 AllDinLIR 0 Bronze DUnknown Other (describe) 3. primary Containment IBte Installed 'ft1ickness (Inches) Capacity (Gallons) Manufacturer CUt LI1·¡;;w v'\ 4. Tank Secondary Containment ODouble-Wall--r:JSynthetic Liner OLined Vault DNone ~O\«1 DOther (describe): Manufacturer: DMaterial Thickness (Inches) Capacity (Gals.) 5. Tank Interior Lining -¡:jRubber 0 Alkyd OEp>xy OPhenolic OGlass OClay ~lined Ot1'lkncM1 OOther (describe): 6. Tank Corrosion Protection -UGalvanlzed DFlberglass-Clad OPolyethylene Wrap OVinyl Wrapping ~ar or Asphalt OUnknown ONone DOther (describe): . Cathodic Protection: o None OImpressed CUrrent System [JSacr1flclal 1ftode SystsD Describe System & Equipnent: 7. Leak Detection, Monitoring, and Interception ~Tank: DVisual (vaulted"tãnks only) (jGrouOOwater Mon i tori 11)' Well (8) o Vadose Zone Moni toriD:j Well (s) 0 u-Tube Without Liner o U-Tube with Canpatible Liner Directi~ Flow to Moni torl 11) Well(s) · o Vapor Detector· 0 Liquid Level Sensor 0 ConductivitX- Sensor· o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval & Inspection Fran U-Ttt>e, Moni toriD:j well or Annular Space o Daily Ga~iD:j & Inventory Reconciliation 0 Periodic Tightne_ T_tiD:j ~one 0 UnknO\«1 0 Other b. P{pi~: Flow-RestrictiD:j Leak Detector(s) for pressurized Piping- o Moni torlD:j Slap wi th Raceway 0 Sealed Concrete Raceway o Hal f-cut Compatible Pipe Raceway 0 Synthetic Liner Raceway 0 HonII aUnknO\«1 0 Other *Deseribe Make & Model: 8. Tank Tightness HaS 'Ibis Tank Been Tightness Tested? DYes ONe> ~\«1 Date of Last Tightness Test Resul ts of Test Test Name Testil'¥J Canpany 9. Tank Repair Tank Repai red? 0 Yes ~ Olk\known Date(s) of Repair(s) Describe Repairs 10. Overfill Protection ~ator Fills, Controls, & Visually Monitors Level OTape Float Gauge OFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor OSealed Fill Box ONe>ne Ot1'1knO\«1 Other: List Make & Model For Above Devices ~ 11. Piping a. lklderground PipiD:j: ~es ONe> Dunknown Material Thickness (inches) Diameter Manufacturer OPressure (2lSuction C]Gravity - Approximate Len:)th of Pipe Ra.n b. Underground prping CorrosIon Protection : DGalvanized OFiberglass-Clad DImpr-essed current DSacrlficial Anode gpolyethylene Wrap OElectrical Isolation OVinyl Wrap OTar or Asphalt ~Unknown o None OOther (describe): c. Underground Pipirg, Secondary Contairment: DDouble-wall DSynthetic Liner System ONone ~knO\«1 DOther (describe): · t ~URCE MANAGEMENT A~NCY RANDALL L. ABBOTT DIRECTOR DAVID PRICE m ASSISTANT DIRECTOR 'fíi;~/Z2?~;-~_> ,tfp::;\· '\" . / }/ ' , ,.-':':¡-_, II -........ ~J '- , '~'~-';>._-' ..... /.':;:"', ~JY,-'z.:,t~WW!ìÞ:' 1- \, \r'V ~;--..; '~5~\I",- ~ ~ ~ . , ~1£;,\;\j~~} Environmental Health Services Department STEVE McCALLEY, RÐfS, DIRECTOR Air Pollution Control District WILUAM J. RODDY, APCO Planning & DeYeIopment Services Department 1E) JAMES, AlCP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT PERMIT TO OPERATE UNDERGROUND HAZARDOUS STORAGE FACILI'IY Permit No.: 250011C State ID No.: 250011 Issued to: GOLDEN STATE METALS, INC. No. of Tanks: 1 Location: 600 UNION A VENUE BAKERSFIELD, CA Owner: DANIELS, NATIIAN 3318 HARMONY DRIVE BAKERSFIELD, CA 93306 Operator: DANIELS, NATIIAN Facility Profile: Substance Tank Tank Year Is piping Tank No. Code Contents Capacity Installed Pressurized? 1 MVF3 REGULAR UNKNOWN UNKNOWN NO-SUCTION This permit is granted subject to the conditions and prohibitions listed on the attached summary of conditions/prohibitions By: Issue Date: November 4, 1991 Title: Director, Environmental Health S Expiration Date: November 4, 1996 -- POST ON PREMISES-- NONTRANSFERABLE 2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861·3636 FAX: (805) 861-3429 - - e e. HAZARDOUS UNDERGROUND STORAGE FACllJ'IY PERMIT SUMMARY OF CONDmONSIPROHIBmONS CONDmONSIPROHIBmONS: 1. The facility owner and operator must be familiar with all conditions specified within this permit and must meet any additional requirementS to monitor, upgrade, or close the tanks and associated piping imposed by the permitting authority. 2. If the operator of the underground storage tank is not the owner, then the owner shall enter into a written contract with the operator, requiring the operator to monitor the underground storage tank; maintain appropriate records; and implement reponing procedures as required by the Department. 3. The facility owner and operator shall ensure that the facility has adequate financial responsibility insurance coverage, as mandated for all underground storage tanks containing petroleum, and supply proof of such coverage when requested by the permitting authority. 4. The facility owner must ensure that the annual permit fee is paid within 30 days of the invoice date. 5. The facility will be considered in violation and operating without a permit if annual permit fees are not received within 60 days of the invoice date. 6. The facility owner and/or operator shall review the leak detection requirementS provided within this permit. The monitoring alternative shall be implemented within 60 days of the permit issue date. 7. The facility underground storage tanks must be monitored, utilizing the option approved by the permitting authority, untü the tank is closed under a valid, unexpired permit for closure. 8. Any inactive underground storage tank which is not being monitored, as approved by the permitting authority, is considered improperly closed. Proper closure is required and must be completed under a permit issued by the permitting authority. 9. The facility owner/operator must obtain a modification permit before: a. Uncovering any underground storage tank after faüure of a tank integrity test. b. Replacement of piping. c. Uning the interior of the underground storage tank. 10. The tank owner must advise the Environmental Health Services Depanment within 10 days of transfer . of ownership. 11. Any change in state law or local ordinance may necessitate a change in permit conditions. The owner/operator will be required to meet new conditions within 60 days of notification. 12. The owner and/or operator shall keep a copy of all monitoring records at the facility for a minimum of three years, or as specified by the permitting authority. They may be kept off site if they can be obtained within 24 hours of a request made by the local authority. 13. The owner/operator must report any unauthorized release which escapes from the sea>ndary containment, or from the primary containment if no secondary containment existS, which increases the hazard of fire or explosion or causes any deterioration of the secondary containment within 24 hours of discovery. AEG:jrw (greeø\penDiLp2) 2 _. e' MONITORING REQUlREMENTS:(MVF2Spr) 1. All underground storage tanks designated as MVF 2 within Page 1 of this permit shall be monitored utilizing the following method: a. Standard Inventory Control Monitoring (Tank gauging five to seven days per week). Kern County Environmental Health Services Department forms shall be utilized unless a facility form can provide the same information and has been reviewed and approved by the Environmental Health Services DepartmenL (Monitoring shall be completed in accordance with requirements summarized in Handbook UT-lO.) AND b. All tanks shall be tested annually utilizing a tank integrity test which has been certified as being capable of detecting a leak of 0.1 gallon per hour with a probability of detection of 95 percent and a probability of false alarm of 5 percent. The first test shall be completed before December 31, 1991, and subsequent tests completed each calendar year thereafter. All tank integrity tests completed after September 16, 1991, shall be completed under a valid, unexpired Permit to Test issued by the Environmental Health Services Department. c. All pressurized piping systems shall install pressurized piping leak detection systems and ensure that they are capable of functioning as specified by the manufacturer. The mechanical leak detection systems must be capable of alerting the owner/operator of a leak by restricting or shutting off the flow of hazardous substances through the piping, or by triggering an audible or visual alarm, detecting three gallons or more per hour, per square inch, line pressure within one hour. d. All pressurized piping systems shall be tested annually unless the facility has installed the following: 1. A continuous monitoring system within secondary containment. 2. The continuous monitor is connected to an audible and visual alarm system and the pumping system. 3. The continuous monitor shuts down the pump and activates the alarm system when a release is detected. 4. The pumping system shuts down automatically if the continuous monitor fails or is disconnected. The first test shall be completed before December 31, 1991, and subsequent tests completed each calendar year thereafter. 2. All underground storage tanks shall be retrofitted with overspill containers which have a minimum capacity of 5 gallons; be protected from galvanic corrosion, if made of metal; and be equipped with a drain valve to allow the drainage of liquid back into the tank by December 1998, or as specified by the Environmental Health Services Department. 3. All equipment installed for leak detection shall be operated and maintained in accordance with manufacturer's instructions, including routine maintenance and service checks (at least once per year) for operability or running condition. 4. An annual report shall be submitted to the Kern County Environmental Health Services Department each year after monitoring has been initiated. The owner/operator shall use the form provided within the Handbook UT-lO. 3 Facility: - e PERMIT CHECKLIST ~1~* GOLDEN STATE METALS, INC. 600 UNION AVENUE BAKERSFIELD, CA This checklist is provided to ensure that all necessary packet enclosures were received and that the permittee has obtained all necessary equipment to implement monitoring requirements described within the permit to operate. Please complete this form and return to the Kern County Environmental Health Services Department, in the self-addressed envelope provided, within 60 days of the permit issue date. CHECK: YES NO A. The packet received contained the following items: 1. A cover letter, a Permit to Operate the Underground Hazardous Storage Facility, and a return envelope. 2. (if ordered) Handbook UT-lO, 12 recording, reconciliation and trend analysis forms, and an action chart (for standard inventory control monitoring). 3. (if ordered) Handbook UT-15, 12 recording forms, along with an action chart (for modified inventory control monitoring). 4. an order/request form for UT monitoring manuals - if the manuals were not ordered when the monitoring alternatives fact sheets were returned. B. I have reviewed the information provided within the Permit and find the owner's name and address, facility name and address, operator's name and address, substance codes, and number of tanks to be accurately listed. (If uno" is checked, note appropriate corrections on the back side of this sheet.) C. I have the following required equipment (as described on page . 5 of UT-15, or page 6 of UT-IO). 1. Acceptable gauging instrument 2. "Striker Plate(s)" in tanks 3. Water-finding paste e e Permit Checklist Page 2 YES NO D. I have read the information within the permit to operate pertaining to the agreement between the owner and operator and hereby state that the owner of this facility is the operator. (If "no" is checked, attach a copy of agreement between the owner and the operator.) E. I have enclosed a copy of Calibration Charts for ª-Ü tanks which will be monitored utilizing manual or electronic gauging at this facility. (If the tanks are identical, one chart will suffice; label chart(s) with corresponding tank numbers listed on permit.) F. Manual Gauging, utilizing Standard Inventory Control (UT-lO) or Modified Inventory Control (UT-I5), was started at this facility in accordance with procedures described within the appropriate handbook. Date Started Signature of Person Completing Checklist: Title: Date: /1---4"-q¡ . (Ò./:!, , Na1-/XJJL) DOJJ/e/(] caIne If), C¡he nQI77f?/ ()çF) CJhs pen71!~b IS !nCOr'íe(l{ Tef-- ~,kY--91 &/- vaDe ':f' IS I1Co:'J 0- vo.,c,CV?<t 10'/ 'He do~kdf p/CU7 </0 ùf'£ ~/72 cfa~~- .oJ; ¿RJI!( jDú-f) /rt/ð ðemDVJ1] ~-ianl<,~~>{)(/7, HM8 1>114('" tA/'&.s /(yO 'S';J/V';; if e.. 6. · e -:F~ r?OW ê¡V~Cd'hTLtr-t- - - T e -' . =-r ~t i-o ~ t~ ~ll<t ~)'Y\~ cm.(r~ ~ '. . .' ..;; ," ,-, ' .' , ..' '.,' '-'. ··t2sro/l_ ..~. r;;id~ .. // ¿~¿~~~._..-. ~"... ~........ .'~ 1<~ P ~~~~~ - <-----:--~-k- ~~~'- c::- _____ / ........ / , ,- , .."" - . .... .' ..'. . ..', e e -~- - -.. - -.- __ ... H.___.___. -.--- ------~--- - - - --- - KERN COUNTY HEALTH DEPARTMENT \}\~ ¡,'BILLING DATE . OS/20/RÇ I'·;;; AMOUNT DUE . 150,00 r 'MlQUNHNCLOSED Iv\ailing Address: 1415 Truxtun Avenue Bakersfield, CA 93301 2700 M Street, Bakersfield (805) 861-3636 Office Address: DETACH HERE--. '\ ) r / DANIELS. NATHAN I P.O. BOX 67 ~ ~ BAKERSFIELD. CA 93302 .~ ) ï I . '--J I \ \ PLEASE RETURN THIS PORTION TO INSURE <:ORRECT PAYMENT IDENTIFICATlON_ __ _ _ _ _ _ _ __ _ _ _ _ _ C_ DET~~~ HER CHARGES PAST DUE ARE SUBJECT TO PENALTY I I;':> DUEDATE . 06/19/89 L h¡)\MOlJNT OS/20/89 PERMIT/INVOICE # 250011C-88 FISCAL YEAR 87/88 FEE FOR PERMIT TO OPERATE UNDERGROUND STOR GE FACILIT WITH 1 TANK(S) LOCATED AT: 600 UNION AVENUE BAKERSFIELD. CA 1 0 0'. 0 0 50% PENALTY FOR LATE PAYMENT OF ORIGINAL INVOICE 50.00 .. <ERN COUNTY HEALTH DEPARTMENT SECTION 3807 PENAlTIES. If any fee required by this division is nOI paid prior to the delinquency dOle, in addITion 10 such fefit, the applicant shaH pay 0 penalty equal 10 fifty pe'cont 150~.~f t~e fee. The te,m 'd~l;nguenH dote' 'h<¡II <:>eo-" 'Q ,"¡ '9'1',oiPU"I'l"Q, Tr\TAl AMOU NT DUE July 31, on:-;, h\(·,*.l Kn*'Ke}oóiN'~d^"*e)t ª'ì:o~H\Í N'l1\:~eÆ~1',d~'}I,ltt\ X ~ commencemen ê:t'llie éûslOoss or oá~v~. 150.00 -~- ---.--- - e e -------- ..--........-.-- ------- -~ --- ...-- ---. -- ----------.- -- - ~_. .-+---- ----- I J......__..~ Mailing Address: 1415 Truxtun Avenue Bakersfield, CA 93301 2700 M Street, Bakersfield BILLING D TE OS/Z0/89 (805) 861-3636 Office Address: AMOUNT DUE 100,00 DETACH HERE.._ PERMIT/INVOICE #250~11C~.~11C- 9 n1}Ø PLEASE RETURN THIS PORTION TO I~SU CORRECT PAYMENT IDENTIFICATION : AMOUNT ENCLOSED I CHARGES PAST DUE ARE SUBJECT TO PENALTY CA DUE DATE 06/19/89 L \ ., -- - DETACH HE~ _ __ _ __ __ __ __ _ _ _ _ _ ___ r __ _ _. _ ' ,ERVI I ATE SEND PAYMENT WITHIN 30 DAYS TO AVOID DESCRIPTION AMOUNT OS/20/89 PERMIT/I~VOICE # 250011C-89 ANNUAL FEE FOR PERMIT TO OPERATE UNDERGROUND STORAGE FACILIT WITH 1 TANK(S) LOCATED AT: 600 UNIO~ AVENUE BAKERSFIELD. CA . 100.0 i5AKERSFIELD, CALIFORNIA 93305 SECTION 3801 PENALTIES. If any tee reql.ured by 'nt$ division is not paid prior 10 the delinquency dOle, in oddlhon 10 such fee, ,he applicant sholl pay 0 penalty equal to fifty '!~r;~7: ~';X'~~~~~:X:~"~~"f~~~~;(~~~~~ Xl'OT Al AMOUNT DUE commencement of rhe businen or activity. 100.0 I / ---_.~ -.- - - - -- --- - -- --- - ----- .-------- ---. -----.----------- 2700 M Street ~ersfield,&California Mailing Address: 1415 Truxtun Avenue Bakersfield, California 93301 (805) 861-3636 . . :RN COUNTY HEALTH DEPARTMe... " ENVIRONMENTAL HEALTH DIVISION HEALTH OFFICER Leon M Hebertson, M.D. DIRECTOR OF ENVIRONMENTAL HEALTH Vernon S. Reichard May 20, 1989 Mr. Nathan Janiels P. O. Box 67 Bakersfield, California 93302 Dear Mr. Daniels: This letter is an official notice of your non-compliance with state and county laws relating to underground tanks. Upon review of our records, it was discovered that the 1988 Permit to Operate fees for Golden State Metals, Inc., 600 Union Avenue, Bakersfield, California were not paid. Enclosed is a copy of 1988 s invoice pI us the 50% late penal ty required by county ordinance. The second invoice is for this year IS Permit to Operate fees. These invoices must be paid within 30 days to avoid further penalties and/or legal action. Be advised that these fees must be paid even if the tanks are no longer in use. If the tanks are not in use, a permit for permanent closure must be obtained from this off ice. Permanent closure requires either removal or closure in place of your tanks and assessment by soil sampling to determine whether there has been environmental damage as a resul t of unauthorized releases of hazardous substances from your tank site. The specific requirements for these activities are in Handbook #UT-30, available with your application. No closure activity can begin prior to the issuance of ~ permit from this office. If you have any questions or feel this assessment is in error" or if you would like an application and our handbook on permanent closure please call me at (805)861-3636. Your prompt attention to this very important matter is appreciated. Sincerely, ~è( Jane Warren Hazardous Materials Hazardous Materials ¿J~ Inspector Management Program DISTRICT OFFICES np'~nn . Lamont . Lake Isabella . Moiave . Ridaecrest . Shatter . Tatt , ,,;",<:,: - ;c" ~·':~~~':~',:·~'¡:~'1/.:F'~i}~,;:;Ç,?~:::" ". ·:I::'NTEaXM<~p'É·R.~:I:T'·,. ç; :"':, ".':':',;!:?' ';'q:~~~,:,fiJfa:-~, ~";, .':, ,:,' ." . ; .:_";" - .~' "-' ~ '-.,;, --:-"';"""" to: _.~. ____..: _ ~.~. -.-. _p.1 ~, . ~ ..{ . I ,'1>. '~';~~¡'~;~~:-~:¿;;1.;..'w.~' ,~ -.~ .~,'. . '< ;" " teoD. '. ,~ :""¡ '~'¡.:$;.~ -,.~.'~~~ ~';;.". i ','" ,,,,.( ··_,:DlRE"cnm'~~H£Á&.TH,. ,.". t ,. , ,.~,.!.~.~.~ ".:' .' . : ' "PB JR.~X ".r,~ 2. S 00.::1. :1:' <:: í ;" ,( , .. > .. . ,-,I '. 'tt.~S~.Q:a;:p;:~:. JULYJ, ';1986. ;: . E'kP±R~S:,~: ".JutY,l/i989 ,. ,,' ;'.."\'.'....):;::':::'....:..:::..<.:' " , . NUMBER"'OF ,'TÄNKS*='.l . , " ,:,', " .;' <".... . ~ . ~.' ~.:J, ~', ,. ,f",.. ." .;¡,'.' .. -' :, ¡. '. I; . _ . ,,~ " UNDE~GROUND,.HAZAlmOUS;_:S,UB$',l'~éES STORAG~ -:&'ACILI~Y' , " , - . . ., . ----'-'----'-~----:---'---'-- - - - - ---'-------:;-'-..;------:;---':;-'-.-'-'--"',..;-'-'-.'-,..:.. - - --: -:- FACILITY:: , ' . I OWNER:,." '!';' :.:', GOLDEN 'STATE METALS" IÑC ~ IDÀNIELS,:NATHAN:'" 600 UNION'AVENUE.· I. . P.O. BOX' 6'7; '~.d'.. '\' . BAKERSFIELD, CA 'BAKERSFIELD,' ÓA,:::"::93302;", --- ---'---- - --- ---- -- - -- - - ----------- - - ---'- -- --- - ~ -..:':' .l_;;.,._.:;.:;....;..;:.:.:;...::.._.. __ _ ' , , . '., '.,:.. ....:',./.:--'< " TANK # 1 AGECIN'YRSl UNK SUBSTANCE CODE MVF3 , .~.. .-, . . :: '- " PRESSURIZED;:P'IPING?:: ' NO '. ',' .. ., . , . r..; .. : . , '.', .,.. NOTE: ALL INTERIM REQUIREMENTS ESTABLISHED BY' THE 'PERMr~TtNâ',"'" AUTHORITY MUST BE MET DURING THE TERM OF ,'l'HIS "PE}{MI,T<'>~.",.,:. . "', '. -, '" ;':' ;~-'..,.'. ':.: ."' . -.' ~, " .: . .~- ',-' . '~,;.~:.';:,.'~', v ~ ''''~I . , P,OST, Q,N' :P:R.~t'Vf:r:'SES *** NON-'TRANSFERABLE ,,; . DATE PERMIT MAILED:' SEP 1 5 1986 '. , . :',' " " f' ...,"", '". '- . DATE PERMIT CHOCK LIST RETURNED: . '" .. '.~ ':. .~ ," ).. ,'f '.. . .":. '¡.. . , ~" . '.~, ~ ......: " '.' . . ''i' '. ,.:. . ',. '~.' -. ,'-, ......~, ,f,.. " <··-t.":, , ~.. - I,' " .. ' . .... " '" ,;. " ",\.'- '., .. , , .\ ".~:-, , .. -.',.. , ' '. , , ,. 411Þ-~ U~~ER~ROUND~~Ò~AGÉ;TÃNK.~NAUTìfO~~~D-~E~~~S~ (~~~coJ~~~iN~~!~ ~~~~~ ~~M~: "3==~E~~'tJ"":.:~~,, c;;..,.:ê>C5õ l \ . ....,.. .. ...'. ......, .... ~ @ cr: o n. w cr: D LA rn. k:5T. 8TÆET ~ ~~ 2 ~ ADDRESS ~ 33~'b \--\~vn.c>~ ET FAClLllY NAME (IF APPLICABLE) o UNKNOWN Dri~e ~ Loi- ~ § ADDRESS b 0 ò ~t..è V\- *"e.n...u-i¿ ~ STREET ø CROSS~~~\ S o LOCAl AGENCY ;:", J't ffi~ K.e-rh "-0 ~ m REGIONAL BOARD ~~ ;! ..,' . " g6t~?b3b '" (1) ~~ -r ~ð g ~ (2) ~- NAME QUANTITY LOST (GALLONS) UNKNOWN , :~~¡: ~ ':; , -¡ ". ",'. ~.. ,. G;] ,UM<NOWN "\ - ':'\ ..... z w :::E ~ :ã ~ ~ M M D D Y Y ~ HAS DISCHARGE BEEN STOPPED? D ~ õ YES 0 NO IFYES,DATE M ~M SOURCE OF DISCHARGE D TANK LEAK o PIPING LEAK CHECK ONE ONLY o UNDETERMINED CHECK ONE ONLY D NO ACTION TAKEN D LEAK BEING CONFIRMED D REMEDIATION PLAN CHECK APPROPRIATE ACTION(S) (SEE 1IoICI<_ DETAIJI o CAP SITE (CD) o CONTAINMENT BARRIER (CB) o VACUUM EXTRACT (VE) D INVENTORY CONTROL D SUBSURFAcE MONITORINtk, ';.D NUISANCECONDIroNS a TANKREMOVAl 0 0Í'HE61 -"I ¡-' ,. " . METHOD USED.TOSTOP DISCHARÇE(CHECKALL THAT APPLY) " . o REMOVE CONTENTS: 0 . ',REPlACE TANK ,ß CL~ TANK o REPAIR TANK 0 1'IEPÀIR PIPING D" CHANGE PROcEDURE , . .~! o OTHER o TANK TEST UNKNOWN CAUSE(S) o OVERFU o CORROSION Ww 1f~ :;)< ¡j¡o ~ UNKNOWN o OTHER D RUPTURElFAlLURE ~ UNKNOWN' D SPill .- o OTHER ww <l>n. tS~ SOIL ONLY o GROUNDWATER 0 DRINKING WATER . (CHECK ONLY IF WATER WELlS HAVE ACTUAllY BEEN ÀFFeCTED) ~'" ~~ cr:..... at/) D o D D ~ o POLLUTION CHARACTERIZATION POST ClEANUP MONITORING IN PROGRESS ,ClEANUP UNDERWAY PRELIMINARY SITE ASSESSMENT WORKPLAN SUBMITTED PRELIMINARY SITE ASSESSMENT UNDERWAY CASE ClOSED (CLEANUP COMPLETED OR UNNECESSARY) D o [J <iz õg w..... :::Eo w< cr: D EXCAVATE & DISPOSE (ED) o EXCAVATE & TREAT (E1) D NO ACTION REO ED (NA) - ø OTHER (OT) eí REMOVE FREE PROCUCT (FP) D ENHANCED BIO DEGRADATION (11) PUMP&TREATGROUNDWATER(GT) 0 REPlACESUPPLY(RS) TREATMENT AT HOOKUP (HU) D VENT SOIL (VS) -S~ .5 e.S {!! z w ::E :::E o o HSC 015 (111891 ~ P .,30 2311 84" '. _ t 1Jl.~~ Receipt for II yr..... Certified Mail .' I .. No Insurance Coverage Provided ~~ Do not use for International Mail (See Reverse) i ~ r-------··-- ~~ I ~ ~e~~o~~b~t~h~:'!~:red .- Q) Return Receipt Showing to Whom, c: Date, and Addressee's Address ;:, .., TOTAL Postage $ Ò & Fees i Postmark or Date rr ~I d2-/ ? !7 3 Certified Fee Special Delivery Fee Restricted Delivery Fee c.... o CD ;r: º <" CD ;:" c.... :"" o ~ :J CD ... " Q:) o ~ Q:) 0- -J I Q:) I\) C11 À .------.---- "- -- ---- -..- -. --- PS Form 3800, June 1985 1) .., OJ; J; C/) 0 0 (") '" "'''' '" -0 '" 1) p 3' .., éDr= ~ '" ~ 0 :I> ~ 3 ::r::;. () '" 9i ,.. o~ ë, §.' ii, iij "'" 1) ~J; 3J; ¡¡; <0 Q. '" >¡ 0 Q.", "'''' Q. 0 .." ~ '" :I>() ~() æ. iij Q. !!'. Q.!!' 0 '" 0 ;¿ '" '" <0 ~~ oQ æ. '" iD '" "'", "'I/> <: -< '" I/>~ F.7g '" ~ 1/>0 -< ." ~ Q. Q. !. 0:;; ." '" '" ." O~ œ. S" '" J '" ",<0 <'CO '" '" '" I/> ~õ ;¡; ~ :;; Q. '<~ 0 3 f ~ u; '/J .../ --...--- -- -----.. :c C/) m iij (') iD m' '" 2:_ "'C 0'0 ~ §~ -4 Q. N ~ "TIC" i:-' =¡; ~33~O lLJ (") Cþkî~JJ i:-' 0 ~ fihs (') ~ ~ ~~m .t <b 6f:n ~ ~fri:j Ú'1 '-~;g11 i:-' ~;¿ m r-g C ..JJ '" ~ ..JJ :::- ..JJ ¡= ~ ~ ~ S' CI) =tD-.J N}>-, -'", ~~(') ~ _·~O ~=ñi~ ;~PC/) ~ e:. () --f ~ ~ ~ r, ftr;.t)'ñ~ t"'" S' 0 '. o ;-~;;1 ~ - !' = ,,}> .... r;.t)fto()"'\I ?t::'O 3-1°., ~ ¡;;. CI) 2: "., ~ CI) ~. ~ . ._,. - _. - - - - - :.:" è . ---....--- -- -- .51g x,: 8i :, ,x.. . " ." '.' . it ,~: ..D~ ~f:~~lIverv..\ '.' ., ·3"9 :198"9'."; ~...' , . '. ·J;:'.'....MAY: ,... " ..1.',:, '- , , . .,'. .-',. { '. · ps.Fonn 38.11;Mar·'1988 .*,u.~aP.~.:,18.8~212~f"S", . -'>- . -- - --'-,-- ,_-':--.:.~-:.......:j~~'·~:~L ',< ':,;';, '- e PS F~r: ~.- JUn:~985. ~j(~ .. JV'ab & (J~ ø~ (6'06) 671-46'6'4 ;..-;"">:~..:: 0. -...'¡'. ~,"T <: ~ ,.- '-:7~,-~.' _.-c -;.-;·r~:-' ,~"".---..!":-'_~_l~";;:-Þ'.-.:";; ":-..-::'_ ~ _~ ,..,,-c·,,-.,·... ~ -~ \Q ø ef ~ ----- -"------- - -_._----~---"--- '---.- --- --~--_. - -- . --- --- --.- 1) o CI> 3 '" ;¡. 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