Attachment A - PC Staff Report and Attachments part 3 — Long Beach City Council, September 19, 2023 (part 1 of 4)

9.006
9o007
At all times the seale platform must be clean of
debris and free to operate~
In the event of non-operation of the scales for
any reason~ the County Engineer may require that
no material be accepted for disposal until the
equipment is repaired properlyo
lOoOOO SPECIAL CONDITIONS
lOoOOl All liquids mixed with rubbish to facilitate com paction are limited to those specified in Items
numbered 2o400 to 2o499·1nclusive and in amounts
specified in Item numbered 3 .. 402o If? in the opin
ion of the County Engineer~ additiona~ liquid is
needed for proper compaction~ the liquid used will
be unpolluted watero
10o002 When it has been determined that materials~ not
specifically included in the original editJ.on of
this permit, are acceptable at this sites an
extension of this section will set forth the de~
scription of and the regulations for acceptance
and handling of such materialso

10.003 If the disposal site has been approved as a Class I facility~ and the applicant has included in his
application a request for approval of the accept
ance of certain materials prohibited in Class II
and III sites 9 additional conditions and re~a
lations will be added to this permit as a continu
ation of this section~ setting forth the require
ments which will govern the acceptance an~·~lispos~
al of such materialso
10~004 Residue and grit from separation chambers fTom
the Hyperion Sludge Plant must be treated as
followsg
ao This material must be covered immediately
ba Such steps as are necessary be taken at
all times to prevent fly breeding or
odor nuisanceo
- 13 ~
June 13, 1960
Mr. John A. Lambie, Ccunty Engineer
County of Los Angeles
108 West Second Street
Los Angeles 12, California
Attention: Mr. Arthur Pickett, Division Engineer
Industrial Waste Division
Dear Sir:

SUBJECT: Los Angeles County Industrial
Waste Permit Application
Applicant: City Dump & Salvage, Inc.

Operations Address: 6501 East Pacific Coast
. Highway, Long Beach
Your File No. I-4903 Our File No0 60-89
Reference is made to copy made available to this office for application for ind:1strial waste permit filed with the County Engineer., In accordance with procedures established for the handling of industrial waste permits between your office and this Board a representative of this office met with the Los Angeles County Industrial Waste Committee to review the application of the subject company and to formulate conditions and limitationso
It is the opinion of the Executive Officer that a permit subject to the follow ing limitations and conditions v.Jill rr.eet the requirements of this Regional Board.

Hov.rever, in accordance with Paragraph (e) of the Administrative procedures, limitations and conditions pertaining to water pollution and nuisance will still require official action by the Board.
ftlrsuant to Paragraph (f) of the Procedures, it is respectfully requested that a copy of the permit issued to the subject company with its conditions and limitations be forwarded to this office.
-1-
John A$ Lam.bie, County Engineer ... Page 2 Jime 13, l96o

1. Materials acceptable for disposal. at this site shall be limited to those approved in the "Standard Condi tiona and Limi ta.tions for Clus II si tea.

2. Adequate facilities a~ be provided to prevent wastes from entering into water COUI'$eS or drainage channels, and to protect the site from surface I'Ull"'Off.
3· From time to time, a.s conditions demand., these requirements may be revised.

Very truly yours,
LIN:N.E c. LARSON., Executive Officer
By----------------------------~--LAWBENCE A. MEYERSON
Senior Water Pollution Control Engr.

LAM:lo
:/
JOHN A. LAMBIE

COUNTY ENGINEER COUNTY OF LOS ANGELES

DEPARTMENT OF COUNTY ENGINEER

INDUSTRIAL WASTE DIVISION

ARTHUR PICKETT

DIVISION ENGINEER
HARVEY T. BRANDT .JOHN L. PARTIN

CHIEF DEPUTY
619 H. W. HELLMAN BUILDING
354 SOUTH SPRING STREET
Los ANGELES 13, CALIFORNIA
MADISON 9-4747 L. c L .... . 1\f?SON
June·l, 1960
rr r ~.~ '~
•.JU1V 0 1960
M.r. Linne c. Larson, Executive Officer
Regional Water Pollution Control Board No. 4 541 South Spring Street R. M. HERTEl
Los Angeles 13, California jUN 3 1960
Attention Mr. Larry Meyerson
Dear Sir:

N. M. GREENFIELD
JUN 6 1960
CITY DUMP & SALVAGE INC. (I-4903)
In accordance with requirements of Section 6207 and 6208 of Ordinance No. 6130, your recommendations are requested in the matter of processing the attached application for an Industrial Waste Permit.

JUN 6- 1960 This application was discussed at the Industrial Waste Committee Meeting on April 19, 1960. l. A. MEYERSON
It is requested that your recommendations be submitted to this office.

AGP-DC:iw
Encl:

Yours very truly~
John A. Lambie

COUNTY ENGINEER
.. ;~ /;JLsr-~ft1:r~
Arthur Pickett
Division Engineer
Industrial Waste Division
Mr. :ohn A. Lambie
~County Engineer
~--A~p&r.il~2~0~•~-------196o
3~ South Spring Street, Room 619
Los Angeles 12, Cali:f'ornia
Attention Mr. Arthur Vickett
Dear Sir:

SUPPLEMENTAL INFORMATION FOR BUSINESS LICENSE RENEWAL

OR INDUSTRIAL WASTE PERMIT APPLICATION
lo Applicant Sit,. B•f' " Sal••~• ltuh Phone~• 8'441
2o Address (mailing) 411 !lint Ave, 14, LQDl Baac~, Ca.lU"orMa 3o Type of Orga~zation (check one) Privately owned
Partnership ________ Corporation __ ~x ______ Other ____________________ ___ Note: Complete attachment No. 1 "Statement of interest in J3usiness 11 • 4, Location of Disposal Facility 650i i· Pag~f1c Cocut B!Y• Long Beach, Calif. '· Owner of Property on Which Facility is Located ____________________ __ lrad B, BixbJ Bangh Co,
Note: Complete attachment No. 2 "Statement of interest in Premises".

6. Schedule of proposed prices for 1960:

Type of Material Price
1 15 per :rd Mia, Load l 1 ~Q:ler yd. per tone
Citz of Long !each Truck Onder Contract 1,30 per toa per ydo per ton. per yd. per tonQ SoJi d tMe t.arh•le • rinn.eal l oade in 11Pith and size, price will be ma.ie by load checker
-----------..rer fdo per tono
Minimum Charge ---~l~·~SuO~----------~per load
This facility is for the use of (check one) the public __ ~an~d~?~o~l~i~tiTo~a~l~-- Sub Diviaio~e
The applicant onl7~---------- the following named persons or private entities __________ ~------------------------------------·----~~~ .. -~~·--_·--------- B. The days and hours during which the facility will be open are:
7 days per week• - - 7 AM to 5PK

9. ·Equipment used in the operation of this facility will be ~atxli Caterpillara• Crape, Carrzalla, ~atar truoka an4 road grader, Signed
u
-.,L:-~.~:..,.~·~f·· r: ·-·'! . f._._, /)
I, '
M. E. SALSBURY

CHIEF ENGINEER
LOS ANGELES COUNTY FLOOD CONTROL DISTRICT : ·.\M.~y 8119oo''f:

P. 0. SOX 241 S, TERMINAL ANNEX \ , \ }}_•··
LOS ANGELES 54, CALIFORN lA :,~'1' -\'·'
225 • •ll ~R .EET
CAPITOL 2·8151 LO •. k.t:

Mey 25!1" 1960
FILE NO. 2-37.,{)Z<,
Cii1y ~ & Satvsge$
Cls;se XI Dttnl.P
Long B&aQb A~$t.\
~. J~M. .& .. I.~sbie 'IQm~ l}'lle: I•49d.\l C.

Cotu1tJr E~er ·
72S IDs Angele$ County Engiue\9:r.t~ &Uding
100 West Seeond Str&et
MAY ;] i -~-~JC.(l _, ..JU J
Leis .GJ.n,gel$S 12~ Oalif'~s.
.kttent!Qn; Mr~ J~ .L. Partin
Assista11t Division ~.b\em"
Illdusuial ~hurte Dtvil~n
L C.
f\!;fiV ·; · ... • 1iiil 0 I l''i'i;; ...... .._. >..J:j MAY 3 1 1960
L A. MEYERSON
Retft:renee is made to yo'U.l' lettew or ~ 2t lMO, MtU~ this ()f.fiee l!;t an e;pplie&:tion fUed by Oity lll1ll'IP & Salvase, lne. for an Industi'isl Waaw ~t to estabU.sh a Glass n dUlll'p at 6SQ-l Eaaii Pacific Coast l!ii.ght•f ~ in the tong hach. ~a ..

The site is 1ocat$d &'\31:\t::ent w the 'IIUillined San Ga:b:t'iel Rivw" d!t'.mnst!'e.am ot tb.e ~r l.imtts (J)r the \id$,1 pri$ll, anti Q'ftrlie~ ~:n•l1~tet1 ll$e$ti't ftnEI ~lfil. and PaiftlSt lJith. ·~ s.Uts awl clq$• T~$$ in. tmn1 ~ ~rlait'l by flue ~d .Pl.e!stl::xlene illiil~s!ts. !he iliW is located in elose pl"()d.mtr to and seaward t:rom. ~ Seal Beach Fault ..

U'l114erly~ shallow smniperahed gr(II'Wld 1mter·s 1u the vicini t7 of tlte $Ubjeet sit® are saline. i>Jatel!" $~.face ~$ reoo:t'ded at approxi, ... mate ~ surface Etl~rrvatiott +2 .. f'l feat~ a.s.o., and G.$~, ::tn .P..p:rll 19,46. ~wever, 1n December 1959, these wte:r levels W$re :reeorded at ,efpproxt mate elevation - 2.S feet, n.s.c. end G.s.

Recent District test hol~ drlllinl :iJ'ldieatas that deeper eon fined aquifers yield 1vatei--Rl of excellent quality.

It 1$ the opinion of this ot'f'!ce tbat the p:eoposed Claes II <ilJ.\'rJ91r.ig o~a:tionfl, if properly eonduetad, v1ll result in no particul.ar

ADDRESS ALL COMMUNICATIONS TO THE CHIEF ENGINEER
p.U.utlOD. at the I®J&ct ette ..
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2355 MAIN STRE~:~·, Se,HTE ~.

IRVINE, CAlJFf2fr!<ri~lJ?I 02714
TEL.: 714128 'i .PJ,i~<(\ !1
FAX: 714J<l!,J'd2.{;1~~-~~::
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To:
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::~~~;i.r~~-:.:.:::;;_~~--- . -- _ __. ____ ~------ -~ --- --- .~· ;·
.[ill ;}(11 . 023
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•;:~• .. ...,..z~-
~CALL
'~~t '!'HE PAX.
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08'!21/95 "5'714 474 8309 14:24 IT CORP
TABLE 1
SITE MONITORING W!Ett !1\JFOt"i~\f1t~'TlQN
BIXBY RANCH COMPANY !\J'!ARJUfii ·:./-:,:n:>~tl
Coordinates o-7 ){•fd~;
North~r':~l
East~u$~]
I--"C'''o-~,~~-"=="===~•--'·"-=~•-~-~-
Depf~0 ·~~~=: -:.:c·):~·J·' ·7u·c~~/-u
cas!::~~ ·
"0 9/S[;
'[ ;:31 i88
cmd
PROJECT NO. 7G02'i 'c
::J'll1l"
,-,,_, -,,-- ---- I
'· ·' .. -~~:: . .' .. , I
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.:_( .'
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F1 =:_;=7
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141002/023
~2601.94
U~196.05
r5.89
'J ~~.89
~ 0i.59

8.4- 23.4
MN
1 5.66
1 5.51
1 5,41
1 5. 1 3
i-0-e-p-;;·,""":~-=, ·i=);~~'l-=,:;=;5=-L=,o=~-=-~--s-·"c;=:.:::-=:j-~-:-:J"'ii'-~o-u_n_~,;;-, ==~~-------~-~-~ -~=~=-=~------ -~~~~~~~---"·'·~---- -·--···-·+--···---·----·+----~ BUc'~Jci1 qftJ;
5/3/89 r.J:ncJ G;f&}/8~
9/6/89 Dr~~ 2\:!'7/89·
1 i.7 Q "J ()
6)S2
'i ~--------~----=-~~~---~==----==--~:"==~~=="·4~~~~~~, Elevation Ci17 water s~.::o·:'l:K~c
(ft abovo msll:
10/19/88
1/31/89
©/3/89 and 5/4/8:;~ 1
@/6!88' and 917 /i~l~J
, 'TI 2/8/94
~~~"==~---.=====--.~

3. Nf;;;'] , No!: measured; the we~~ •.rt~as not icc:sta:hx:
measured.
!R/03·95/021-i /W.XLS
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_': ~~·~
""~-·~
'1! 6.72
'~4.60
~4,48
~ 4\..!50
·,::t:-.38
~.-· ~' ..
--- -'·=-'
NM

13.96 13.81

14.89 13.43
NM

0.93 1.08

1.18 1.46
_<:dfic Coast
:.:'3~ 1 ,5 rnilas).
1 TABLE Z

SUMMARY OF GROUNDWATER CHEMISTRY
GENERAL WATER CHEMtSTRY
BtXBY RANCH COMPANY MARKET IPL.AC~ flJ\I'~Df-llL
IJ".IROc~~eJ ~\l(J, ~!Q@i!;·~·,]
4 ~~i·
o.·n
1 ;,,~,~~~:,,~]j\L;;m~:.~!h~~{~JCC·.~-~~1--:-.L~ ·i=J=-c:=-ljJ~If~:;!, ~:Pt;""',JI::[]= -;;~~~~~==il ·=·-=== ;; =~~- .. ~--~ ~-.~
,::::,
,:.'o<.:.
.,~--·.,--~~-~~~==~=::~-==---~-~=~-;;~'::'''=-~cc-'o:'~"::'-_,_;o:o•c~~;,==~="",·':-=-=~-;;1----=·=--':':~=-~ T•!nc;i fJi:;:c;~;~~1LA :Ei-o~ntiic GtD:f-~{tJ;q),:''1 5C:Ql 'li Chemical Oxygen Demand
I!W3-95/0211 GC.KLS
t[~?:Jeturmlary)
'l·
~· fl,
,,.-u::,:,-fi~ -=~< ~-~-~~~,~"-;;-~~,---·:---.;u·-~~~-~-~c""~o-.o·u mgP, r>JE
2 0.01
'I
2 3
4 5

0.0~
OJJ1

0.0•30 > ·~).1) 2f}
5 5
5 5
50 7/'lil)
·~.~r,n.
70Q]i
(W·•'.
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O.'IJJ,
OJ57
O.GB
1 . .1
100
40 40
576
25 :::;::~ - -~~---~~::~.
·:~7 JJ, 71 ~·c~.
1'1 u}~1 /) n 3
'L~;___j _____ l ... !L_ _ -- --- ---- -,!-··-------
f. \IT

1.7 7/.G
JA

7.2 8.2

4.5 6.4

5.9 I

5.5 5
7J NA NA
~J:·r":-~-{--"'-:-2~-t-....;.,.;.;o:---t
.2_;~;)::':{]0; 3 .. 1 2.5

3.2 I

2.7 3.6
NA NA
r\!o 10
6 2.5
I
10 NA
·u, i GD .12.00 .£ .. 5
2 2.5
I
5 40
553
-~~&:~:~~-r. ·~ .~) n~:c:~2_~
··n •C\C!'?
<~.;c. :cu.:<~

0.016
NO
NO
ND:
i_t. 1.24 NA
~+-__;;.~-·:
5 540 517
<1
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ND
NA
ND
ND
• ND
~A
NO
ND
I
ND
.. 0 I
··~I
t·.o
1-'
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0 0
Biochemical Oxygen Demand
Ch!midD
Orthophosphate as total P
Fluoride
IRI03-95.1D211 GC.XlS
TABLE2

SUMMARY OF GROUNDWATER CHEMISTRY
GENERAL WATER CI:CEM~STRY
BIXBY RANC!i COMPANY MARKET PLACE LANOF!LL
PROJECT f•.JO. 1Sir?..~i
;;: f]{i;; ;~ ILJO!GiOO
l[:~fiGLFJ;m.!ary}
l)].- 2.4
(Depending on
air temp-eraturel
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3 4
5 .,
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1 ·u
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0.03 0.03
20 0.1

0.1 0.1

0.1 0.1
LJ, .,
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~~ fi.
['1 ..
£:.
3Jl ti•.JL'v
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3,4J.OC! 44,/l{~!ij
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<0.1 10
lfl.!i)
40 5G

2.6 1.4

0.6 0.5

0.4 0.2
ND ND
1 2 1

1.9 0.9
2 1

1.7 1.2
F ~
22 13
;15 " <>'
ll''' .~ B
J:l2 2!;1,
l~-C- H_).
c.·a q
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3.~ w
-C.if.'• ND
1JJ. 32

0.7 1.4
'1 0.5

1.11 cu
~m f>iD
2 ".11 <!_.:,

2.3 2.2.
2 ., ·-2.4 2.3

2.8 15 NO
6 NO
~m
~lT <2

8.6· ND
OJ -;r
ND ~ .. ,F
5G ND
1~ .. 3 NA
f':.J=li~ ND-
7Fr!J00 ND
5/·~-GG 'ND
f,'{j.' ND
··~ ~ NO
<s r-m
1 t;!D!
Nt! 'NA
~Yf <0.01
5Ji <0.02

1.1 ND

0.2 ND
~·,m NA
fJT NO

1.B 0.,
1 ~7 NO

1.7 0.1

1.5 NA
<1
NA
12 t.3
ND
NA
ND
NO
ND
I\IA
ND
NO
I
ND
NA
<0.01
<0.02
• NO
NA.

ND
ND
I
ND
NA
f-'.1
""''
t·.o
01 H
>-3
0 o,
~·
'"tl

TABLE2
C·

SUMMARY OF GROUNDWATER CHEMISTRY
~J~:
t..o.

GENERAl WATER CHEMISTRY 1-L: -....,'

BIXBY RANCH COMPANY MARKET PLACE LANDFILL
to
01 PROJECT NO. 760211
......
""" {Sheet •! of 5) .. ....,
~
Cj ..... ......
"""
""" .....
"""
""'
Iron mgtl 1 <0.05 0.04 NT 0.02 NO
~
0 {Seoondaryi 2 1 0.04 0.04 0.03 0.03 0.03
to
::~ 1 0.02 0.33 0.03 0.02 0.04 I
4 1 0.02 NIJ 0.26 0.02 0.01 ND 0.02
5 0.5 2.8 1.3 0.29 6.00 o.ts NA NA
Magnesium mgll NE 1 1 1,500 3,200 "i,750 340 NT ND ND
2 1 NA NA NA NA NA NA NA. 1-t
3 1 r~A NA ~\lA NA NA NA NA
t-;1
4 1 NA NA NA NA 'NA NA NA
("l
0 5 2.5 768 1 860 'i 150 546 467 NA ::0
"" Manganese mg/1 0.05 1 0.01 1.8 2.8 3 1.8 'NT ND ND
lSecoodaryl 2: 0.01 0.65 2.00 0.95 2 0.4 ND ND
3 0.01 0.39 2.6 t.4 2.6 0.53 ND I
4 0.01 0.55 3.3 2 2.6 1.4. ND NO
5 0.005 2.0 5.9 NA NA
Sodi\lm mg/1 'NE 1 1 14,000 NT !liD ND

2. 5,800 4,900 NO ND
3 5,700 3,500 NO I
4 6,200 3,000 NO ND
5 125 060 4 100 NA NA
Potassium mg./1 NE , 1 575 NT ND NO
2 1 214 210 ND ND
3 1 225 178 ND I
4 1 254 185 144 ND NO
5 25 321 373 202 NA NA
1§1
0 0
~
-....,
0 ""' IR/03-9'5}1)211 f3C.XLS ~
TABLE2

SUMMARY OF GROUNDWATER CHEMISTRY
GENERAL WATER CHEMtSTRY

BIXBY RANCH COMPANY MARKET PLACE LANDFILL
PROJECT NO. 760211
(Sheet 5 nf 5)
Oil and Grease mgn NE
NOTES:

State Primary Maximum Contaminant level {MCL) or otherwise as noted.

Sample dates:
1 -First Quarter Sampling (10/19/89)
2- Second Quarter Sampling 101131189)
3- Third Quarter Sampling t05/03/B9l
4- Fourth Quarter Sampling {09/06/89]
5 -First ~miannual Samplirm 112/08/94-l
I- invalid travel blank; Sample improperly prepared by the laboratory. 1 2
3 4
5 ND - Not detected; Tne analyte was not detiR:ted at or above the stated detection lfmit.

NE- Not established.

NA - Not analyzed.

NT- Not tested; Tt-,e monitoring well was not installed at the time of sampling. lfl/03-95.10211 GC.XLS
1 1
1 ND
8 t~D
~6
ND
ND
4 ND
B
ND
ND
7 NO
9 NO
ND
ND
ND
10 NO
NT
1 NO
6 ND
NO
NO
NO
ND
NA
,
ND
ND
~
ND
'0
00 ~,
.....,
I-'-
~
~
01 I-'-
""' .. .....,
-l
ti
-l
I-'-
""'
""' -l
""' 00
~
0 ~
H
1-3
()
0 :A:!
""0
TABLE3
,0
'. 00
"'-
SUMMARY OF GROUNDWATER CHEMISTRY ....,
1-'
SELECTED METALS -VARIOUS METHODS "'-to
BIXBY RANCH COMPANY MARKET PLACE LANOF~LL 01
PROJECT NO. 760211
1-'
""" ..
(Sheet 1 of 3) ....,
~
tj
~
Antimony mgll NE 1 0.01 1 <1 <1 <0.2 NT <0.2 <0.2
1-'
""" 2 0.01 <0.05 <0.05 <0.05 <0.1 <0.05 NO NO """ 3 0.01 <0.1 ND <0.1 NO ND NO ~
I """ 4 0.01 NO 0.01 NO NO NO NO ND 00
~

0.01 ND NO ND NA NA 0
to
Arsenic nm/1 0.05 1 0.01 ND <0.1 <0.05 ND NT NO NO
2 0.01 0.01 <0.1 0.04 ND NO ND NO
3 0.01 0.01 <0.1 <0.1 ND <0.02 NO I
4 0.01 0.01 ND 0.06 NO NO ND ND

0.02 NO NO ND NA NA
Barium mg/1 1 1 0.1 NO ND 2.30 NO NT NO NO H
o-3
2 O.t ND 'ND <2 ND NO NO NO 0
3 0.1 NO ND i.OO NO ND NO I 0
:::0
4 0.1 ND 2.70 ND NO ND ND '"0
5 0 0.11 0.093 0.13 NA NA
Beryllium mgll NE 1 <0.05 NO NT NO ND
2 0.01 ND 0.01 ND NO NO NO
3 0.01 NO <0.05 NO NO ND
4 0.01 ND <0.05 <0.1 ND ND NO ND
5 ND NO ND ND NO NA NA
Cadmium mg-Jl 0.010 1 0.001 <0.01 <0.03 <0.01 <0.01 NT NO ND 2 0.001 ND <0.01 <0.01 <0.01 <0.01 <0.01 ND
3 0.001 <0.01 <0.01 <0.01 <0.01 NO ND t
4 0.001 <0.01 NO NO <0.005 NO NO NO
5 0.005 ND NO NO NO NA NA
Chromium mg/1 0.05 1 0.01 <0.1 <O.i <0.1 <0.1 NT ND NO
Total 2 0.01 NO NO ND ND NO NO NO
3 0.01 <0.1 ND <0.1 ND ND NO I
4 0.01 ND ND ND ND ND NO NO 1§1
5 0.005 ND ND NO NA NA 0
0 00
"'-0
.. .,
IR/03-95/0211MET.XLS ~
TABLE3
"0
·"" '-
SUMMARYOFGROUNDWATERCHEM~TRY t·..:>
1-'
SELECTED METALS- VARlOUS METHODS '-
~
BIXBY RANCH COMPANY MARKET PLACE LANDFtLL 01
PROJECT NO. 760211
1-'
""" .. (Sheet 2 of 3, t,:)
0>
Cj
-1
Cobalt mg/1 NE 1 0.01 <O.CJ5 0.06 <0.05 ND NT ND ND
1-'
""" 2 0.01 0.01 0.10 0.02 NO NO ND ND """ 3 0.01 NO <0.05 ND ND ND NO I -1
""" 4 0.01 NO 0.12 <0.1 NO NO NO NO 0>
~

0.005 NO ND ND ND 0.0085 NA NA 0
~
Copper mg/1 1 1 0.01 0.06 0.10 0.08 0.02 NT NO NO
(Secondary) 2 0,01 0.03 0.15 0.06 0.03 0.02 ND NO
3 0.01 0.04 0.15 0.09 0.04 0.02 NO t
4 0.01 0.02 0.10 <0.1 0.01 0.02 NO NO
0 0 NO 0.011 ND
Lead mg/1 0.05 1 0.005 <0.3 <0.5 <0.3 <0.1 NT H
1-:3
2 0.005 <0.03 0.20 <0.05 <0.05 <0.001 (1
3 0.005 ND 0.08 0.04 NO O.Oi 0 :;o
4 0.005 0.008 0.1 0.04 0.006 0.01 NO NO "0
5 0.005 ND ND NO NO ND NA NA
Mereury mg/1 (}.002 1 0.001 NA NA NA NA NA NA NA
2 0.001 ND NO ND ND ND NO NO
3 0.001 NO ND ND ND NO ND L
4 0.001 NO NO ND ND NO ND ND
{1.0002 ND ND NO ND NO
Molybdenum mg/1 NE 1 0.1 <0.5 <0.5 <0.5 NO NT NO ND
2 ND <1 0.40 o.to 0.10 ND ND
3 NO <0.5 0.80 ND NO NO I
4 ND ND 0.90 ND tJO ND ND
5 0.28 0.12 0.094 0.059 NA NA.

Nickel mg/l NE 1 <0.05 0.05 ND NT ND NO
2 0.20 0.02 0.02 NO ND NO
3 0.01 ND <0.05 <0.05 ND ND ND I
4 0.01 ND 0.06 <0.1 NO ND ND NO 1§1

0.019 4 0.027 0.021 0.028 NA. NA 0
0 ~
'-
0 t,:)
IR/03-95/0211 MET .XLS ~
0 TABLE3
-·0
.oo -.....

SUMMARY OF GROUNDWATER CHEMISTRY r-.o
I-' '
SELECTED METALS ·VARIOUS METHODS -.....
~
BIXBY RANCH COMPANY MARKET PLACE LANDALL Ull
PROJECT NO. TSQ-211 i
I-'
""' ..
(Sheet 3 of 3) N
~
ti
-1
I-'
""' 0.005 <0.05 ND NO
""' 0.005 <0.05 <0.01 ND I
-1
""' 4 0.005 NO <0.05 <0.025 ND ND 00
.::.>
5 0.03 ND NO ND NO NA 0
~
Silver mg/1 0.05 1 0.01 <0.05 <0.05 <0.05 <0.05 NT NO NO 2 0.01 ND <0.05 NO NO ND NO ND
3 0.01 NO <0.05 <0.05 ND NO ND l
4 0.0\ NO NO ND ND NO ND ND
5 0.005 NO ND NO ND NA
Thallium mg/1 NE 1 0.1 0.60 1.50 0.80 0.20 NT ND <0.05 H >-'l
2 0.1 0.20 2.00 0.30 0.10 0.10 ND NO <1
3 0.1 0.60 1.50 0.90 0.70 0.50 0.01 I C•
::t1
4 0.1 0.20 1.00 0.50 0.20 NO ND ND '"tl
0 ND NO ND NA NA
Vanadium mg/1 NE 1 0.1 <0.5 NO NT NO <0.05
2 0.1 NA NA NA NA NA NA
3 0.1 NA NA NA NA NA NA
4 0.1 NA NA NA tJA NA. NA
5 0.005 ND 0.17 ND ND NA
Zinc mg/1 5 1 0.01 <0.05 <0.05 <0.05 <0.05 ND
(Secondaryl 2 0.01 0.02 0.05 0.08 0.01 0.02 0.02 0.01
3 0.01 0.01 <0.05 0.09 NO 0.01 0.01 I
4 0.01 ND 0.05 <0.1 0.01 0.02 0.01 0.01
5 0 ND 0.014 NO ND NA
NOTES:

Sampling dates: S1ate Primary Maximum Contaminant Level (MCl) or otherwise as noted. 1 -First Quarter Sampling (10/19/89 I - tnvalid travel blank; Sample improperly prepared by the laboratory. 2 - Second Quarter Sampling (0 1 131189:1 NO - Not di!tected; The analyte was not detected at or above 1he stated detection limit. [§! 3 - Thkd Quarter Sam~ling 105103189) NE- Not established. 0 I-'
4- Fourth Quarter Sampling (09106/891 NA- Not analyzed. C· -.....
5 - First S001iannual Sampling (12/08/941 NT- Not tested; The monitoring wen was not installed at the time of sampling. 0 N
lR/03-9 510211 MET.XLS .::.>
l --
TABLE4
·0
. ""' ......

SUMMARY OF GROUNDWATER CHEMlSTRY .....,
I-'-
PURGEABLE HAlOCARBONS AND AROMATICS ',
0:0
BIXBY RANCH COMPANY MARKET PlACE LANDFILL
OJ
PROJECT NO. 760211 I-'-
""" ..
(Sheet 1 of 7)
.....,
0:0
tj
-.1
I-'-
"""
""" -· """
Acetone ugll NE 3.9 NT ND NO ""' C.>
10 98 130 NO NO NO NO
0 0:0
50 NO NO ND NO NO NO

0.5 ND NO NO ND NO NO ND
10 ND ND 35 ND NO NO ND
ugn NA NA NA NA NA NT NA NA

NA NA NA NA NA NA NA NA H
3 5 NO ND NO NO NO NO NO >-3
4 0.5 NO NO NO NO NO
()
NO ND 0
~
5 50 ND NO NO ND NO NO NO "0
ugn NA NA NA NT NA r-.lA
2 NA NA NA NA NA NA NA NA
3 5 NO ND NO NO NO NO ND
4 0.5 ND NO NO NO NO NO ND
5 50 ND NO NO NO NO NO NO
Benzene ugn 1 1 0.5 ND NO 800 NT NO NO
2 0.5 ND NO 220 NO NO NO NO
3 5 ND ND 360 NO NO ND ND
4 0.5 NO NO 310 NO NO NO NO
5 1.0 ··,.,6:>7' NO 14 NO NO NO NO
Bromod ugJI NE 1 0.5 ND NO ND NT NO ND
2 0.5 NO NO NO NO NO NO NO
3 5 ND NO NO NO NO NO NO
4 0.5 NO ND ND NO NO ND NO 1§1
5 1.0 NO NO NO NO ND NO NO 0
I-'-
I-'-,,
0 .....,
IR/03-9510211 HALXLS C.>
TABLE4 ,o
0!> ,. ·-.._
SUMMARY OF GROUNDWATER CHEMISTRY ...,
1-'
PURGEABLE HALOCARBON$ AND AROMA TICS
-_,
0:0

BIXBY RANCH COMPANY MARKET PLACE LANDFILL
OJ
PROJECT NO. 760211 1-'
""" ..
(Sheet 2 of 7)
C.>
0 Cj
-1
1-'
"""
""" -'1
"""

NO ND NO
0!>
C.>

NO NO NO NO
0 0:0

NO NO NO ND NO
4 ND NO NO NO ND
5 NO NO ND ND ND
Bromomethane ug/1 NE 1 NO NO NO NT NO
2 NO NO ND NO ND ND .....
3 NO ND NO ND NO NO
o-,1
4 NO NO NO ND NO ND NO
()
0 ::>::l
5 1.0 NO NO NO ND ND NO NO '"0
Calbon Tetrachlolide ugll n.s 1 0.5 ND NO ND NO
2 0.5 NO NO NO NO NO NO NO
3 5 NO NO NO NO NO NO ND
4 0.5 ND ND NO NO NO NO NO
5 1.0 NO NO NO NO NO NO ND
Chlorobenzene ugll 30 1 0.5 NO ND NO ND NT NO NO
2 o.s ND NO ND NO ND NO NO
3 5 NO NO NO ND ND NO ND
4 0.5 NO NO NO NO NO NO NO
5 1.0 :.1P.2:i NO NO NO NO NO NO
NE 0.5 ND NO NO NT ND ND
2 0.5 ND NO NO ND NO ND NO
3 5 NO NO NO ND NO NO ND
4 0.5 NO NO NO NO NO NO NO ~
5 1.0 NO NO NO NO NO NO NO 0
1-'
1\:)
~,
0 ...,
IR/03-951Q211 HA.L.XLS C.>
, .

TABLE4
~C·
0> .,
SUMMARY OF GROUNDWATER CHEMISTRY ""' 1-'
PURGEABLE HALOCARBONS AND AROMATtCS
--..._
(:::>

BIXBY RANCH COMPANY MARKET PLACE LANDFILL
01 PROJECT NO. 760211 1-'
""" ..
(Sheet 3 of 7)
.:.>
1-'
CD
-1
1-'
"""
""" -1
"""

ND NO ND
0>
.:.>

NO NO NO ND
0 (:::>
3 NO NO NO NO NO
4 0.5 NO ND ND ND NO
5 10 NO NO NO NO NO NO
ug/1 N 1 0.5 NO NO ND NO NT NO
2 0.5 NO ND ND ND NO NO NO H
3 5 NO ND NO ND NO NO NO >-3
4 0.5 NO NO ND NO NO NO ND
(')
0 :>:::1
5 1.0 NO ND ND ND ND NO ND '"0
1 0.5 NO ND NO NO NT NO NO
2 0.5 NO ND ND NO NO NO NO
3 5 ND NO ND ND NO NO NO
4 0.5 ND NO NO NO NO NO ND
5 1.0 NO NO NO NO NO NO NO
Dibromochloromethane ug/1 NE 1 0.5 NO NO NO NO NT NO ND 2 0.5 NO ND NO NO NO NO NO
3 5 NO ND ND NO NO NO NO
4 0.5 NO ND NO NO NO NO NO
5 1.0 ND NO NO NO NO NO NO
1 ,2 Dich\orobenzene ug/1 130 1 0.5 ND ND NO NT NO ND
{Action Leve1) 2 0.5 NO NO NO ND ND ND NO
3 5 ND NO NO ND ND NO NO
4 0.5 ND NO NO NO NO NO NO I§!
5 1.0 NO NO NO NO NO ND 0
1-'
.:.>
" C·
"" IR/03-95/021lHAL.XLS .:.>
.,
TABLE4 .o
0!>
;, ·' .......

SUMMARY OF GROUNDWATER CHEMISTRY ...,.
1-'
PURGEABLE HALOCARBONS AND AROMATICS .......
0:0
B'XBY RANCH COMPANY MARKET PLACE LANDFiLL
OJ
PROJECT NO. 760211 1-'
11:. ..
(Sheet 4 of 7)
~
1-'
~
-'I
1-'
11:.
11:.
-'I
11:.

NT
0!>
~

NO ND NO
0 0:0
3 NO NO NO NO
4 0.5 NO ND NO ND NO NO
5 1.0 1·. NO NO ND ND ND NO
1 ugJJ 1 0.5 NO NO NO NO NT NO ND
2 0.5 NO ND NO NO NO ND NO H
3 5 ND NO ND NO ND NO NO
o-,l
4 0.5 NO NO ND ND NO NO NO
()
0 NO
::0
5 1.0 NO ND NO NO NO '1:1
1 , 1-Dich loroethane ug/1 5 1 0.5 NO NO NT NO NO
2 0.5 NO NO ND ND NO NO NO
3 5 NO NO NO NO NO NO NO
4 0.5 NO NO NO NO NO NO ND
5 1.0 NO NO NO ND ND NO NO
1 ,2-Dich toroethane 0.5 1 0.5 NO NO NO NO NT ND ND
2 0.5 ND NO NO NO NO NO NO
3 5 NO NO NO NO NO NO ND
4 0.5 NO NO NO NO NO NO ND
5 1.0 NO NO NO NO NO NO NO
6 1 0.2 NO NO NO ND NT NO
2 0.5 NO NO NO NO NO NO NO
3 5 ND NO ND NO NO ND ND
4 0.5 NO NO NO NO NO ND ND 1§1
5 1.0 ND NO NO ND NO NO ND 0
1-'
11:.
.......
0 ...,.

IRJ03-9510211 HAL.XLS ~
•) 1.1
TABLE4
0 too ,, ..........

SUMMARY OF GROUNDWATER CHEMISTRY ""' 1-'

PURGEABLE HALOCARBONS AND AROMATICS
.........
(0
BIXBY RANCH COMPANY MARKET PtACE LANDFILL
.;,n
PROJECT NO. 760211 1-'
""' ..
{Sheet 5 of 7)
C.>
""'
tj
""'' 1-'
""'
""' ""'' ""'
NT NO "" C.>
2 NO NO NO
0 (0
3 NO ND NO NO NO
4 NO 0.6 NO ND NO NO
5 1.0 NO NO NO NO NO NO
Ethylbenzene ugJl 1 0.5 ND 100 ND NT ND ND
2 0.5 NO NO 20 ND NO NO NO H
3 5 NO NO 11- NO NO NO NO 1-3
4 0.5 ND NO 18 NO NO NO NO
(")
0 5 1.0 NO NO NO NO
:;o
NO NO "1;;1
chloride Ug/1 40 1 0.5 ND ND ND NT NO ND
(Act~on tevel) 2 0.5 NO NO ND ND NO NO NO
3 5 NO NO ND ND NO NO NO
4 0.5 ND NO NO ND NO NO NO
5 1.0 ND ND NO ND NO NO ND
Methyl Ethyl Ketone ug/1 NE 1 5 NO 9.4 8.4 NO NT NO ND
(2-Butanone) 2 5 42 ND ND NO NO NO NO
3 5 ND NO NO ND NO NO NO
4 0.5 ND NO NO ND NO NO NO
5 10 NO NO NO NO NO NO NO
ketone ugll NE 1 5 7.4 13.4 26 NO NO NO
2 5 42 NO 8.4 NO NO NO NO
3 5 NO ND ND NO NO NO NO
4 0.5 ND NO ND ND NO NO NO 1§1
5 10 ND NO NO ND ND ND ND 0
1-'
.;,n
.........
0 ""' IR/03-95{0211 HAL.XLS C.>
,,
' ,
TABLE4
,0
" Q> ,. .......

SUMMARY OF GROUNDWATER CHEMISTRY t-.>
.....

PURGEABLE HALOCARBONS AND AROMATICS .......
'.0
B1XBY RANCH COMPANY MARKET PLACE LANDFILL
OJ
PROJECT NO. 760211 .....
""" ..
(Sheet 6 of 7)
~
~
Cj
-1
.....
"""
""" -1
"""
1,1,2,2-Tetrachloroethane ugll 1 1 0.5 NO NO NO NO NT NO NO Q>
~
2 0.5 ND ND ND NO NO NO ND
0 '.0
3 5 NO NO ND NO NO NO ND
4 0.5 ND NO NO NO NO ND ND
5 1.0 NO NO NO NO NO NO NO
ugll 5 1 0.5 NO NO ND NO NT NO NO
2 0.5 ND NO NO ND NO NO NO H
3 5 ND ND ND NO NO NO NO
~
4 0.5 ND NO NO NO NO ND NO
(')
0 :::0
5 1.0 ND ND NO ND NO ND ND '"1:1
Toluene ugli 100 1 0.5 ND NO 3.1 ND NT NO ND
(Action leveij 2 0.5 ND NO 10 NO ND NO NO
3 5 NO ND ND NO NO ND ND
4 0.5 NO NO NO NO NO ND NO
5 1.0 ND NO NO NO ND NO NO
1,1 , 1-Ttichloroethane 200 1 0 NO NO ND NT NO NO
2 0.5 ND NO NO NO NO NO ND
3 5 NO ND ND NO NO NO ND
4 0.5 NO NO ND NO NO NO ND
5 1.0 NO NO ND NO NO ND NO
1, ,2 -Trichloroethane ug/1 32 1 0.5 NO NO NO NO NT ND NO 2 0.5 NO NO NO ND ND ND ND
3 s ND NO ND NO ND NO ND
4 0.5 NO NO NO NO NO NO NO 1§1
5 1.0 ND NO ND ND ND ND ND 0
.....
0)
.......
0 ~
IR/03-95/0211 HAL.XlS ~
Vinyl chloiide 0.5
Xylene(s}
TABl£4

SUMMARY OF GROUNDWATER CHEMISTRY
PURGEABLE HALOCARBONS AND AROMATtCS
BIXBY RANCH COMPANY MARKET PLACE LANDFtLL
PROJECT NO. 760211
(Sheet 7 of 7t
3 4
5 1 NO
2 NO
3 5 NO
4 0.5 NO ND
5 5.0
"•
ND
1 0.5 ND
2 0.5 ND NO
3 5 NO NO
4 0.5 NO NO
5 1.0 \1.7 ', NO
NA ~ Not analyzed
NO NO
NO NO

ND NO NO

NO ND NO
NO NT

ND ND NO

NO ND NO

NO NO NO
NO NO ND··

NO ND NT

3.8 ND ND

ND ND NO

NO NO NO

NO NO ND
state Primary Maxim urn Contaminant level (MCL) or otherwise as noted.

Sampling dates: ND - Not detected; The analyte was not detected at 1 - First Quarter Sampling (10/19/88)
2 ~Second Quarter Sampling (01/31/89)
3 ~ Third Quarter Sampling (05/03189)
4 ~ Fourth Quarter Sampling (09/06/89)
5 - First Semiannual Sampling (12108194)
I R/03-9 5/0211 HA.L.XLS
or above the stated detection tim H.

NE - Not established.

NT - Not tested~ The monitoring well was not
instaUed at the time of sampling.

NO
NO
NO
NO
NO
ND
NO ND
NO NO
ND NO
NO NO
NO NO
NO ND
NO NO
NO NO
ND NO
,o
. 00
• II J '-..,
N>
!-'......_
(!)
OJ
, c
TABLES .o
', ~ ~ ~
SUMMARY OF GROUNDWATER CHEMtSTRY ...,
.......

ORGANOCHLORINE PESTECIDEStfiCBs ' tD
B1XBY RANCH COMPANY MARKET PLACE LANOFLLL
01 PROJECT NO. 760211 .......
ll:>o ..
(Sheet 1 of 5)
~
ll:>o
~
--1
.......
ll:>o
ll:>o
A\drin ugll 0.05 1 10 ND NO ND ND NT NO NO
--1
ll:>o
(Action Level) 2 0.01 ND ND NO ND NO ND NO .;;o
~
3 0.01 NO NO ND NO NO NO NO
0 tD
4 0.01 NO NO ND NO ND NO ND
5 0.05 ND NO NO ND NO ND NA
Alpha-BHC ug/1 0.7 1 10 ND NO ND ND NT ND NO
(Act~on Level) 2 0,01 ND 0.03 0.04 NO 0.02 ND NO
3 0.01 NO NO ND NO NO ND NO H
4 0.01 NO ND NO ND NO ND t--'1
5 0.05 NO ND ND NO ND NA
()
0 Beta-BHC ugll 0.3 1 10 NO ND ND NT ND NO
:::0
'"tl
(Action Level) 2 NO NO NO ND ND ND
3 NO NO NO ND NO ND
.. NO ND NO ND NO NO
5 NO NO ND NO NO NA
ugll NE 1 NO NO NT ND
2 0.05 NO NO 0.33 NO 0.06 NO ND
3 0.05 NO NO NO NO NO NO NO
.. 0.05 . ND NO NO NO NO
5 0.05 NO NO NO NO NO
Ctllortlane ugll D.1 1 10 NO NO NO ND NT
2 0.05 ND NO NO NO NO NO

0.05 NO ND NO NO ND ND

0.05 ND NO ND NO ND NO
1§1
0 .......
.;;o
' IR~::!-95/0211 PCB.XLS 0 ...,
~
TABLES :c, 1
co :
' SUMMARY OF GROUNDWATER CHEMISTRY Nl ,_..:

ORGANOCHLORiNE PESTICIDESJPCBs ' ~

B'XBY RANCH COMPANY MARKET PLACE LANDFILL
Ul
PROJECT NO. 760211 ,_..

II-..
(Sheet 2 of 5)
.:.> ,p.
tj
-· ,_..
""' II-
-1'
ol- '
10 ND NO NO "" 0.02 ND NO NO NO .:.>
·~
3 0.02 NO NO ND NO
0:0
4 0.02 NO NO NO NO
s 0.10 ND ND NO NA
4,4'- ODE ugfl NE 1 10 NO NO NO NO NO
2 0.01 NO NO ND ND NO NO
3 0.01 ND 0.02 NO NO NO NO NO H
>-3
4 0.01 NO NO NO NO ND NO NO (')
5 0.10 NO NO ND ND NO NO NA
0 ~
4,4'-00T ug/1 NE 1 10 NO ND ND NT NO NO
'"c:t
ND
2 0.02 NO ND NO ND NO NO NO
3 0.02 NO NO NO NO ND NO NO
4 0.02 NO NO 0.07 NO NO NO NO
5 0.10 ND NO ND NO NO ND NA
ren ugll 0.05 1 10 ND ND ND ND NO
(Action Level) 2 0.5 NO NO NO NO NO NO
3 0.5 NO NO NO NO NO
4 0.5 ND ND NO NO NO
5 0.10 NO NO NO NO NA
NE 1 10 NO NO NO NO
2 5 NO NO NO NO NO NO ND
3 5 NO ND NO NO NO NO NO
4 5 ND ND NO ND NO NO NO
5 0.05 ND ND ND NO ND NO NA 1§1
~ ., 0 ,_..
0:0
' IR/03-9'5/0Zl 1 PCB.XLS 0
Nl
.:.>
~ -
TABLES .-o
;. "
"" -,
SUMMARY OF GROUNDWATER CHEMISTRY t·.:>
1--'
ORGANOCHLORINE PESTICIDESJPCBs '-to
BIXBY RANCH COMPANY MARKET PlACE LANDFI.Ll
OJ
PROJECT NO. 760211 1--'
"'" ..
(Sheet 3 of 5)
c.>
OJ
Cj
-'1
1--'
"'" "'" -1
"'" Endosulfan II ugll NO NO NO NO
"" NO NO NO NO c.>
0 5 NO NO NO NO
to
5 NO NO NO ND NO
5 0.10 NO ND ND NO ND NA
Endosulfan sulfate ugA NE 1 10 ND NO NO NO NT NO NO
2 0.05 ND NO ND NO NO NO NO
3 0,05 NO NO NO NO ND NO NO H
~
4 0.05 NO NO ND NO NO ND NO 0
5 0.10 NO NO ND ND NO NO NA
0 ::>;l
ugJJ 0.2 1 10 NO NO NO ND NT "'
2 0.01 ND ND ND NO NO NO
3 0.01 NO NO NO ND NO NO
4 0.01 ND ND ND ND ND ND
5 0.10 NO NO ND NO ND
Endlin aldehyde ugll NE 1 10 NO NO ND NO NT
2 0.05 ND ND NO NO NO NO NO
3 0.05 NO NO NO NO NO NO
4 0.05 NO ND NO NO NO NO
5 0.10 NO ND NO NO ND NA
4 1 1{) ND NO NT NO NO
2 0.01 0.02 NO 0.04 NO ND NO ND
3 0.01 ND ND ND ND ND ND ND
4 0.01 NO ND NO NO NO NO NO
5 0.05 NO NO ND<0.062 NO ND NO NA [§1
0 to:)
0 '-
IR/03-95/021 1 PCB.XLS 0
N)
c.>
~
TABLES 0
00 •,
SUMMARY OF GROUNDWATER CHEMISTRY t·..:>
I-'
ORGANOCHLORINE PESTlCiDESIPCBs
•,_
-:.=>
BIXBY RANCH COMPANY MARKET PLACE lANDF,LL
OJ
PROJECT NO. 760211 I-'
""" ..
(Sheet 4 of 5)
.:.>
0)
~
-1
I-'
"""
""" -1
""" 10 NO NO 00
2 0.02 NO ND NO
.:.>
0 3 0.02 ND NO NO
-:.=>
4 0.02 ND NO NO NO
5 0.50 NO ND NO NO NA
PCB 1221 ugll NE 1 11} NO ND NO ND NO ND
(Aroclor 1221) 2 0.02 NO ND NO NO NO NO NO
3 0.02 ND NO ND NO NO ND NO .....
t-3
4 0.02 ND ND ND NO ND NO ND ()
5 0.50 NO NO ND NO NO ND NA
0 ~
PCB 1232 ugll NE 1 10 NO ND NO ND NT ND
'"tl
(Aroclor 1232} 2 0.02 NO NO NO NO NO NO ND
3 0.02 ND NO NO NO NO ND ND
4 0.02 NO NO NO NO NO NO ND
5 0.50 NO NO ND NO ND NO NA
PCB 1242 ugl~ NE 1 10 NO NO ND NO NT ND
(Aroclor 1242} 2 0.02 ND NO NO NO NO NO NO
3 0.02 NO NO NO ND NO NO NO
4 0.02 NO NO ND NO NO ND NO
5 0.50 NO ND NO NO NO NO NA
PCB 1248 ugli NE 1 10 NO NO NO NO NT NO
(Aroclor 1248) 2 0.2 NO NO NO NO NO NO NO
3 0.02 NO ND NO NO NO NO NO
4 0.02 NO NO NO NO ND ND NO
5 0.50 NO NO ND ND ND ND NA (§1
0 ....,
I-'
'· IR/03-95/02. i 1 PCB.XLS 0 ....,
.:.>
TABLE5

SUMMARY OF GROUNDWATER CHEMISTRY
ORGANOCHLORfNE PESTlCIDES/PCBs
BIXBY RANCH COMPANY MARKET PLACE LANDFlLL
PROJECT NO. 760211
(S lleet 5 of 5)
PCB 1260
(Aroc!or 1260)
Toxaphene
ugl~ NE
5 2
3 4
5 1
2 3
4 5
1 2
3 4
5 State PrimaJY Maximum Contaminant Level {MCL) or othetwise as noted.

Sampling dates:
1 - Firs1 quarter (10/19/88)
2- Second quarter {01131/89)
3 - Thiltl Quarter Sampling (05/03/89)
4- Fourth Quarter Sampling (09106/89}
5- first Semiannual SampUAQ (12106194)
NA - Not analyzed

0.02 0.02

1.0 10

0.2 0.2

0.2 1.0
10 OJJ5

0.05 0.05

1.0 NO - Not detected; The analyte was not detected at or above the stated detection limit.

NE- Not established.

NT - Not tested; The monitoring well was not instaUed at the time of sampUng. 1R.I03-95}0211 PCB.XLS
NO
NO
NO
NO
NO
ND
NO
ND
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l,£GEND

SWAT MONITORING WELL AHD

GROUNDWATER ELEVATION
(FEO ABOVE MEAN SEA LEVEL)

GROUNDWATER ELEVATION CONTOUR
(FEET ABOVE MEAN SEA LEVEL)

DIRECTION OF GROUNDWATER FLOW
SCALE
0 200 400 FEET
REFERENCE;

IT CORP
BASE MAP - CITY OF' LONG 8EACH, DEPARTMENT
OF ENGINE:ERING, 1978 THROUGH 1 982
!41 0231023
APPROX!MA TE

LANDFILL

BOUNDARY
........ ·
FIGURE 7

GROUNDWATER ELEVATION

CONTOUR MAP FOR
DECEMBER 8, 1994
MAAt<ET PLAC!fi: LP.NDFILL

BIXBY RANCH COMPANY

SEAL BEACH, CALIFORNIA
Ill
!NTERNATIONAL

TECHNOLOGY
CORPOI~ATlON

FINAL REPORT

ASSESSMENT OF THE BIXBY RANCH COMPANY

SANITARY LANDFILL

FOR THE PRESENCE OF HAZARDOUS SUBSTANCES
PROJECT NO. 240402

PREPARED FOR

BIXBY RANCH COMPANY
523 West 6th Street
Los Angeles, California 90014

PREPARED BY

IT CORPORATION
17461 Derian Avenue
Irvine, California 92714
June 30, 1987

TABLE OF CONTENTS
PAGE

1.0 BACKGROUND AND SCOPE OF STUDY .•.•••••••••••••••••.....••••••. 1

2.0 OBJECTIVES .....•••.•.....••..••..•.•...•....•.••.......•....• 2

3.0 HISTORICAL ANALYSIS OF LANDFILL •.••••••••••••.•••..•..•••.•.• 3

4.0 DRILLING AND SAMPLING ••.•.•••.••.••••••••••..••••.•.••••..••• 4

5.0 MONITORING WELL CONSTRUCTION AND DEVELOPMENT ••••••••••••••••• 6

6.0 ANALYSIS OF SAMPLES •••••••• :................................. 7

7.0 GROUND-WATER LEVEL........................................... 8

8.0 DISCUSSION OF RESULTS •••••.•••••••••••••••••••••••••••••••••• 9 Geometry of Landfill •••..•••..•...•.•.•.•••.•••••••••••• 9 Composition of Refuse •••.•••..•••....•••.••...•.•••.•••• 9· Composition of Natural Soil and Fill •••••••••••••••••••• 11 Ground Water............................................ 12 Studebaker Road Right-of-Way ••••••••••••••••••••••••••••• 13

9.0 CONCLUSIONS •••••••••••••••••••••••••••••••••••••••••••••••••• 14

10.0 RECOMMENDATIONS

REFERENCES
TABLES

FIGURES

APPENDICES
..............................................

APPENDIX A - INDUSTRIAL WASTE PERMIT

APPENDIX B - BORING LOGS

APPENDIX C - ANALYTICAL RESULTS
i
14 TABLE
NUMBER
1 2
3 FIGURE
NUMBER
1 lA
2 3
4 5
6 LIST OF TABLES

DESCRIPTION

ORGANIC COMPOUNDS DETECTED

TOTAL CONCENTRATIONS OF LEAD

SOLUBLE CONCENTRATIONS OF LEAD

DESCRIPTION
Site Location Map
Location of Test Points {Pits, Borings and Wells)
Total Depths of Test Pits and Borings
Depth to Base of Trash
Thickness of Trash
Location of IT Sample Collection Sites and Wells
Distribution of Extractable·Lead in Refuse Above
Water Table
; i

1.0 BACKGROUND AND SCOPE OF STUDY
In late 1986, geotechnical studies (Moore and Taber, 1986) of the inactive Bixby Ranch Company sanitary landfill located at the intersection of the Pacific Coast Highway and the San Gabriel River suggested that the landfill may contain hazardous substances. In early 1987, Bixby Ranch Company contracted with IT Corporation to perform a preliminary assessment of the landfill to determine if such substances are, in fact, present.

The site on which the landfill is located (figure 1 and 1A) is approximately 7 acres in size, while the landfill itself is approximately 3 acres. The site consists of a vacant lot covered with numerous piles of soil and asphalt and concrete demolition debris. Beneath the site are extensive deposits of fill, which, in turn, are underlain by native fine-to coarse-grained clay, silt and sand.

The sanitary landfill is located on the eastern half of the site. Based on test borings and backhoe excavations by Moore and Taber, the landfill was known to contain newspaper, plastic, metal, wood, glass, plant debris, rubber tubes and tires, grass clippings, leaves and branches and other substances.

The depth of refuse was determined to vary throughout the landfill, ranging f~om 5 feet to 33 feet.

Ground water was encountered by Moore and Taber in test borings about 13 to 18 feet below the ground surface. The refuse was relatively dry and undecomposed above the water table, but wet and highly decomposed below the water table.

Beginning in February, 1987, and extending to June, 1987, IT Corporation conducted its assessment, which consisted of the following:
• drilling of 10 borings to allow soil and refuse
sampling and analysis (figure 1A);
• drilling and construction of two monitoring wells to
allow sampling and analysis of groundwater (figure 1A); 1 • analysis of soil samples from all borings for EPA
priority pollutants, including organics and metals;
• evaluation of all data to determine if potentially
hazardous substances are present in hazardous
concentrations.

This report presents a discussion of the work performed and the results of that work.

2.0 OBJECTIVES
The study was conducted in two phases. The objectives of the first phase were to:
• perform an historical analysis of the landfill;
• sample the refuse above and below ground water and
sample ground water within the boundaries of the
landfill;
• determine the chemical composition of the samples
collected by performing quantitative chemical analyses
for EPA priority organic and metallic pollutants;
• evaluate the results to determine if any potentially
hazardous substances are present in the landfill in
hazardous concentrations;
• provide a report and recommendations.

Difficulties in obtaining samples of ground water plus an expanded scope of work to include assessing the proposed Studebaker Road right-of-way for hazardous substances required conducting the second phase. The objectives of the second phase were to:
• construct two monitoring wells - one within the
landfill and one without (figure lA and 5);
• collect and analyze ground-water samples from the
wells;
• determine if ground water fluctuates with the oceanic tides and by how much;
2 • determine the presence of trash and the concentrations of copper, lead and zinc along the projected Studebaker Road right-of-way (figure 1A and 5).

3.0 HISTORICAL ANALYSIS OF LANDFILL
The site was leased from the Bixby Ranch Company in 1960 by City Dump and Salvage, Inc. of Long Beach, California, (City Dump and Salvage) for the purpose of dumping waste on a portion of the site. In September, 1960, City Dump and Salvage received a permit from the County of Los Angeles, Industrial Waste Division, to dump the following types of waste in the eastern half of the site at least 300 f~et from Pacific Coast Highway (see Appendix A):
• non-water soluble, non-decomposable inert solids;
• ordinary household and commercial refuse, including
decomposable organic refuse and scrap metal;
• garbage and market refuse.

The disposal of liquids and semi-liquids and hazardous wastes was not permitted.

City Dump and Salvage began disposal operations at the site in mid-1960 (prior to receiving- its permit) and ceased operations in early 1961 after filling the landfill to its permitted capacity. Clients of City Dump and Salvage, included the City of Long Beach, J and S Disposal Company (servicing the City of Lakewood), and the Veteran's Administration Hospital. Possible other clients are not known.

The disposal permit allowed for the excavation and subsequent filling with refuse of a trench below the ground water table in the eastern one-third to one-half of the site. Based on information from Moore and Taber and IT borings and trenches, the shape and depth of this trench has been determined to be that shown in figures 3 and 4. Some violation of the permit appears to have occurred at the proposed Studebaker Road right-of-way, where trash has been found to a depth of about 10 feet below the existing surface (figure 3). 3 Final cover of the landfill was in place by May 16, 1961. There is no indication that landfilling occurred at the site since that time, except for the dumping of inert demolition materials.

4.0 DRILLING AND SAMPLING

PHASE I
On March 5, 1987, five borings (IT-1, IT-1A, IT-2, IT-3 and IT-4) were drilled within the landfill boundary to depths of approximately 21, 36, 26.5, 38, and 43 feet respectively (figure 1 and 2). All borings were drilled using 8-inch diameter, continuous-flight, hollow-stem augers.

Soil samples were collected at approximately 5-foot intervals to the total depth of each boring. Specific sample locations are shown on the enclosed boring logs (Appendix B). All borings were backfilled with a slurry mixture of.grout.

Soil and refuse samples were collected using a split-spoon sampler, which contains two 2-inch by 6-inch brass sample cylinders. Soil, when encountered, was examined and classified in accordance with the Unified Soil Classification System. The ends of the sample cylinders were wrapped with aluminum foil, sealed, and packed on ice (to minimize volatilization) until they were delivered to Chemical Research Laboratory in Stanton, California. IT chain of-custody procedures were maintained to ensure integrity of the samples.

Refuse was not encountered while drilling boring IT-1. In boring IT-1A, refuse was encountered from approximately 3 to 30 feet below grade. In boring \
IT-2, refuse was encountered from approximately 6 to 18 feet below grade. In boring IT-3, refuse was encountered from approximately 10 to 30 feet below grade. In boring IT-4, refuse was encountered from approximately 16 to 35 feet below grade.
4 Refuse encountered above the water table (water table at approximately 15 feet below grade) was gray in color, slightly decomposed, and consisted mainly of newspaper, wood, glass, rubber, metal and cloth fragments. Refuse encountered below the water table was black in color, wet and moderately to highly decomposed.

PHASE II
On April 8 and 9, 1987, eight borings {IT-5 to IT-9 and MW~1, MW-2 and MW-2A) were drilled within the site (figure 1A). Borings MW-1 and MW-2 were completed as ground-water monitoring wells to depths of 32 and 38 feet below grade, respectively. Borings IT-5, IT-6, IT-7, IT-8, and IT-9 were drilled within the proposed Studebaker Road right-of-way to depths of approximately 16, 21, 11, 11 and 11 feet below grade, respectively. All borings were · drilled using 8-inch diameter, continuous-flight, hollow-stem augers. Soil samples were collected at approximately 5-foot intervals to the total depth of each boring. Specific sample depths are shown on the enclosed boring logs.

Borings IT-5 to IT-9 were backfilled with the surface cuttings from each boring.

Soil and refuse sampling procedures and protocols were the same as those used for Phase I drilling and sampling.

Refuse was not encountered while drilling borings MW-1 and IT-5, IT-6, IT-8, and IT-9. In boring IT-7, refuse was encountered from approximately 5 to 10.5 feet below grade. In boring MW-2 and MW-2A, refuse was encountered from approximately 11.5 to 36 feet below grade. Boring MW-2 was originally intended to be constructed as a monitoring well. However, a 10-foot section of a drilling hammer could not be retrieved from the hole, and MW-2 was abandoned and backfilled with a slurry mixture of grout. MW-2A was then drilled and completed approximately 3 feet from MW-2.
5 Refuse encountered above and below the water table in borings IT-7, MW-2, and MW-2A was similar in composition and characteristics as to that described previously for the other boreholes.

5.0 MONITORING WELL CONSTRUCTION AND DEVELOMENT
Monitoring wells MW-1 and MW-2A were constructed using 2-inch diameter, PVC well casings. Well casings were installed from 6 inches below grade to a depth of 31.5 and 38 feet below grade, respectively. Well MW-1 was screened from 6.5 to 31.5 feet below grade using 0.02-inch slotted PVC screen. The blank portion of the PVC casing above the well screen extended from 6 inches to 6.5 feet below grade. Well MW-2A was screened from 11 to 38 feet below grade using 0.02-inch slotted screen. The blank portion of the PVC casing above the well screen extended from 6 inches to 11 feet below grade.

In well MW-1, number 3 Monterey sand was placed in the annular space between the boring and the well casing from 5 to 32 feet below grade. A one-foot layer of bentonite was placed on top of the sand. The remaining annular space was filled with a slurry mixture of grout to within 1 foot of grade. In well MW-2, number 3 Monterey sand was placed in the annular space between the boring and the well casing from a depth of 6.5 to 38 feet below grade. A 1.5- foot layer of bentonite was placed on top of the sand. The remaining annular space was filled with a slurry mixture of grout to within 1 foot of grade.

Both wells were completed at the surface with a locking steel traffic cover.

A Teflon®-PVC bailer was used to develop wells MW-1 and MW-2A by removing approximately three well-volumes of liquid and sediments from each well.

A clean Teflon® - PVC bailer was used to collect water samples from each well. Prior to sampling, the bailer was cleaned with an aqueous solution of Alconox© and rinsed with clean water. Water samples were placed in glass and 6 plastic sample containers with Teflon®-lined lids. The samples were packed on ice for delivery to the IT Analytical Services Laboratory in Cerritos, California. IT chain-of-custody procedures were maintained to ensure sample integrity.

6.0 ANALYSIS OF SAMPLES
In borings IT-1 to IT-4 and wells MW-1 and MW-2A, samples were collected at approximately 5-foot intervals. Those samples taken above the water table were composited to one sample per borehole or well, and those samples taken below the water table were composited to one sample per borehole or well, for a total of two samples per hole.

In borings IT-5 to IT-9, samples were also taken at 5-foot intervals and composited. Since ground water was not encountered in these holes because of their shallow depth, only one composite sample was analyzed from each hole.

The soil samples from Phase I borings (IT-1 to IT-4) were analyzed by Chemical Research Laboratories, Inc., Stanton, California, a laboratory certified by the California Department of Health Services.

Analyses were performed for U.S. Environmental Protection Agency priority pollutants, as followsi
EPA Method
624/8240
625/8270
608/8080
335
8040
7060, 7471, 7740
Parameters
Volatile organic pollutants
Semi~volatile organic pollutants
Pesticides and aroclors
Cyanide
Phenols
Metals and semi-metals
7 The soil samples from Phase II borings (IT-5 to IT-9) and the two well borings (MW-1 and MW-2A) were analyzed by IT Analytical Services laboratory, Cerritos, California, which is also certified by the California Department of Health Services. These samples were analyzed for metals and semi-metals only.

The water samples from the two water wells were analyzed by both laboratories for EPA priority pollutants by methods 624 (volatile organic compounds) and 625 (semi-volatile organic compounds). In addition, IT Analytical Services analyzed the water samples for metals and semi-metals and for chemical oxygen demand (COD), acidity (pH), and total .dissolved solids (TDS).

J
As a double-check on analytical accuracy for copper, lead and zinc, a suite of soil samples was re-submitted to both laboratories, each of which analyzed for these metals using the same methods for the earlier analyses.

All chemical analyses and other laboratory results are included in this report in Appendix C.

7.0 GROUND-WATER LEVEL
In Phase I, ground water was encountered in borings at an average depth of approximately 15 feet below grade. In well MW-2A, ground water is at a depth of approximately 11 feet. The difference is due to the fact that the top of MW-2A is 4 feet iower in elevation than the average of the tops of the borings.

Ground water beneath the site is essentially sea water, and the gradient of the ground-water table is approximately zero, or horizontal. 8 It was suspected that the ground-water level fluctuates with the oceanic tides but with a lower amplitude. Water-level measurements made in well MW-2A over a period of three days corroborated this suspicion, indicating a tide-related variation of about 2.5 inches from high tide to low tide. This small amplitude is due to the fact that the soils surrounding the landfill and between the landfill and the nearest ocean water (San Gabriel River) have a high clay content and, therefore, low permeability. This low permeability effectively dampens, or suppresses, tidal influence.

8.0 DISCUSSION OF RESULTS
Geometry of Landfill
Based on the historical records and borehole data, it is clear that the · landfill is confined to the eastern portion of the site. Figures 3 and 4 show that the landfill is nearly rectangular in plan view and that the deepest portion occurs more than 300 feet from Pacific Coast Highway on a part of the property where deep disposal was allowed in the lessee•s waste disposal permit. The deepest part of the landfill is estimated to be approximately 20 to 25 feet below sea level, a depth allowed by the permit. The lessee apparently excavated to this depth using a drag line, then bulldozed trash into the excavation.

When the thickness of trash (figure 4} is subtracted from the depth to the base of trash (figure 3}, it becomes evident that the final soil cover is ·thinnest between boreholes IT-lA and IT-3.

Composition of Refuse
Historical records indicate that the landfill was permitted to accept only non-hazardous refuse.
9 Results of chemical analyses indicate the presence of organic substances normally found in municipal landfills - detergents, plasticisers, solvents, disinfectants. These organic substances, shown in Table 1, are potentially hazardous if present in high enough concentrations. However, their concentrations are low and do not exceed allowable concentrations, either for single substances or on a cumulative-effect basis.

Allowable concentration relates to the maximum amount of a substance, or mixture of substances, that can be ingested by certain test animals (usually rats and mice) without their dying. Since this depends on the weight of test animal, the allowable concentrations are expressed in terms of milligrams of potentially hazardous substance per kilogram of weight of the test animal (milligrams per kilogram). Table 1 lists lethal doses of the detected substances in milligrams per kilogram of body weight to illustrate the relatively high allowable concentrations. These doses are the doses which cause the death of 50 percent of the test animals in a specific period of time (oral lethal dose- 50 percent, or LD 50). EPA procedures call for summing the effect of potentially hazardous substances by considering the concentration of the substance and its oral LD 50 according to a complex formula.

With respect to inorganic substances (metals and semi-metals), results of chemical analyses indicate that the substances tested for in the refuse are present in non-hazardous concentrations, except for lead. Table 2 shows the total concentration of lead in the refuse, natural soil and fill-soil samples analyzed. The allowable total concentration of lead in solid materials is 1,000 parts per million, and this amount is not exceeded. However, Table 3 shows the extractable concentration of lead for the same samples, and the allowable concentration is 5 parts per million. This amount is exceeded in 5 samples. The total concentration of lead (total threshold limit concentration, or TTLC) is the amount of lead detected when the entire sample is chemically digested with strong acids. The extractable concentration of lead (soluble threshold limit concentration, or STLC) is the amount of lead detected when the same sample is leached by only a relatively weak acid, which is intended to simulate the leaching effect of slightly acidic groundwater. 10 Figure 6 shows the estimated distribution of extractable (STLC) lead in refuse above the water table. Figure 7 shows the estimated distribution of extractable lead below the water table. It is clear that hazardous concentrations of lead are confined to the landfill itself and especially to the refuse above the water table. It is probable that the groundwater has leached and diluted some of the lead contained in the refuse.

The small amount of refuse found at IT-7 within the proposed Studebaker Road right-of-way contains only small concentrations of lead. This may be due either to sample inhomogeneity or to the possibility that high-lead refuse simply was not dumped at this location.

The source of the lead (and anomalous but non-hazardous copper and zinc) is not known. However, the presence of minute (non-hazardous) amounts of cyanide in several of the refuse samples analyzed suggests that metal-plating solutions may have been dumped illegally at the landfill. This would also explain the ubiquitous distribution of the lead (and copper and zinc).

Composition of Natural Soil and Fill
Natural soil samples below the landfill and fill samples (soil cover) are uniformly low in potentially hazardous substances, including lead. This suggests that vertical and lateral migration of materials from the landfill has not occurred to any significant extent. This probably is due to the fact that the soils are very fine-grained (silts and clays) and act as barriers to the flow of ground water.

Well MW-1, which was drilled in natural soil, shows no evidence of contamination by landfill material, even though it is clos~ to the landfill and the landfill is approximately 26 years old. This may be construed as indicating that, if the soils surrounding the landfill are similar to the soils between the landfill and MW-1! very little migration of substances from the landfill is likely to occur, even over an extended period of time. 11 Results of chemical analyses indicate the presence of organic substances normally found in municipal landfills - detergents, plasticisers, solvents, disinfectants. These organic substances, shown in Table 1, are potentially hazardous if present in high enough concentrations. However, their concentrations are low and do not exceed allowable concentrations, either for single substances or on a cumulative-effect basis.

Allowable concentration relates to the maximum amount of a substance, or mixture of substances, that can be ingested by certain test animals (usually rats and mice) without their dying. Since this depends on the weight of test animal, the allowable concentrations are expressed in terms of milligrams of potentially hazardous substance per kilogram of weight of the test animal (milligrams per kilogram). Table 1 lists lethal doses of the detected substances in milligrams per kilogram of body weight to illustrate the relatively high allowable concentrations. These doses are the doses which cause the death of 50 percent of the test animals in a specific period of time (oral lethal dose - 50 percent, or LD 50). EPA procedures call for summing the effect of potentially hazardous substances by considering the concentration of the substance and its oral LD 50 according to a complex formula.

Composition of Natural Soil and Fill
Natural soil samples below the landfill and fi.ll samples (soil cover) are uniformly low in potentially hazardous substances, including lead. This suggests that vertical and lateral migration of materials from the landfill has not occurred to any significant extent. This probably is due to the fact that the soils are very fine-grained (silts and clays) and act as barriers to the flow of ground water.

Well MW-1, which was drilled in natural soil, shows no evidence of contamination by landfill material, even though it is close to the landfill and the landfill is approximately 26 years old. This may be construed as indicating that, if the soils surrounding the landfill are similar to the soils between the landfill and MW-1, very little migration of substances from the landfill is likely to occur, even over an extended period of time. 11 Ground Water
As previously indicated, ground water beneath the site appears to be primarily sea water. It is probable that some meteoric water (rainfall) has infiltrated the landfill and diluted the sea water. However, this dilution is probably small, considering the twice-daily tidal effect that very likely causes regular recharge of the ground water by sea water.

Ground water samples at both well MW-1 and MW-2A (also called MW-10A) contained small amounts of sediment that clogged the 0.5 micron filters used in the field. Consequently, analyses of the groundwater for metals probably are slightly higher than they would be for completely filtered samples. In spite of this, results indicate that ground water within the landfill contains substantially less lead and other metals than the sludge from within the· landfill (sludge analyses by either total dissolution or extraction). Ground water from without the landfill (MW-1) contains even less lead and other heavy metals (1/50th to 1/100th the amount in the landfill groundwater), suggesting that migration of fluids from the landfill toward MW-1 has not been significant or is very slow.

Groundwater from beneath the site is not potable and will not be used directly as a source of drinking water. Nevertheless, it must be evaluated against drinking water standards in case it is ever removed from the site and disposed of. From this point of view, the groundwater does not meet drinking water standards for metals and organic chemicals, as one would expect of ground water that has contacted a sanitary landfill. Therefore, if water per se is removed from beneath the landfill, it would have to be assessed and appropriately disposed of.

Groundwater from without the landfill (MW-1) appears to be primarily sea water. It contains a slightly anomalous concentration of zinc relative to sea water, but this may have come from the small amount of sediment in the sample collected.
12 The sediment may have yielded enough naturally occurring zinc during laboratory analysis to increase the zinc concentration of the water above typical sea water levels.

Groundwater from MW-1 was not analyzed for organic chemicals, because it was clear from the analyses for metals of the MW-1 water and soil samples (taken during drilling) that migration of landfill fluids toward MW-1 has not occurred to a significant extent. Also, it had been determined that lead was the only potentially hazardous substance of concern.

Based on the analyses for metals of water from MW-1, it does not appear that this water is hazardous. However, to be certain, if it is planned to remove this water, an analysis for potentially hazardous organics should be performed. Such an analysis would normally be done as part of a SWAT study.

Studebaker Road Right-of-Way
Analytical results from boreholes IT-5 to IT-9 drilled along the Studebaker Road right-of-way show that the natural soils and fill do not contain hazardous concentrations of copper, lead or zinc.

A small amount of trash in IT-7 appears not to contain hazardous concentrations of lead. However, because of its inhomogeneity, this trash may turn out in subsequent samplings to contain higher concentrations of lead.

Therefore, it should be checked further if it is to be removed during road building.
13 9.0 CONCLUSIONS
The following conclusions may be drawn regarding the presence of hazardous substances in the Bixby landfill:
• the refuse in the landfill southeast of the Studebaker Road right-of-way contains lead in slightly to
moderately hazardous concentrations;
• no other potentially hazardous substances were found in hazardous concentrations in the refuse;
• the natural soils and soil fills at the site appear not to contain potentially hazardous substances in
hazardous concentrations;
• the soils beneath the Studebaker Road right-of-way
appear not to contain potentially hazardous substances
in hazardous concentrations;
• ground water beneath the site is primarily sea water
and does not consititute a source of drinking water;
• substances from the landfill do not appear to be
migrating from the site to an appreciable extent, at
least in the direction of MW-1. Except for slightly
anomalous concentrations of zinc, ground water at MW-1
appears to be primarily sea water;
• at present, a solid waste assessment test (SWAT) is
scheduled. This test should determine if the landfill
is leaking hazardous substances to the ground water.

10.0 RECOMMENDATIONS
The following recommendations are made:
• although a portion of the site contains hazardous
concentrations of lead, if materials are not removed
from this portion, remedial measures may not have to be taken;
• if materials are removed from the hazardous portion,
they will have to be removed to a Class I landfill;
14 • the small amount of trash at the Studebaker Road right of-way should be further checked for the possibility of hazardous concentrations of lead if it is to be
removed.
• if ground water per se is removed from beneath the
landfill, it will have to be assessed and disposed of
appropriately;
• if ground water per se is removed from the site but
outside the landfill, it should be tested for
potentially hazardous organic substances.

Respectfully submitted,

IT CORPORATION
Fred W. Tahse
Program Manager
~~ichar~ McKinley
Project Director
SIX:0402-FR1 15

REFERENCES

1. Interim Foundation Investigation Report, Moore and Taber Geotechnical Engineers and Geologists, August 25, 1986.

2. File No. 4903-10, Los Angeles County, Department of County Engineering, Industrial Waste Division.

3. File No. 1430-1, Los Angeles County Planning Commission.

4. Aerial photographs, Whittier College, Whittier California.

COMPOUND
EPA 8080
Arochlor 1248 (PCB)
EPA 624/8240
Methylene chloride
Acetone
1,1-Dichloroethene
Trichloroethene
Toluene
Ethyl benzene
Styrene
Total xylenes
EPA 625/8270
Phenol
2-Chlorophenol
1,4-Dichlorobenzene
2-Methylphenol
4-Methylphenol
Naphthalene
2-Methylnaphthalene
Phenanthrene
Di-n-butylphthalate
Fluoronthene
Pyrene
bio(2-ethylhexyl)phthalate
Chrysene
Di-n-Octyl phthalate
Fluorene
Cyanide
TABLE 1

ORGANIC COMPOUNDS DETECTED

BIXBY RANCH LANDFILL
PROJECT NO. 240402

MAXIMUM CONCENTRATION

DETECTED (PPM)

4.2 0.26

1.9 0.29

0.10 1.8

0.36 0.11

1.7 0.2

0.2 0.3

0.6 0.02

1.5 3.9

0.6 6.8

0.3 0.7

4.5 0.2

2. 7.

0.7 0.62
ORAL LD 50 (mg/kg)
11 2,136
3,000
200
2,402
5,000
3,500
316
4,300
282
440
500
121
207
580
1,630
700
5,282
2,000
800
30 >5 (est)
6,513
>5 (est)
5 I.

I
TABLE 2

TOTAL CONCENTRATIONS OF LEAD

BIXBY RANCH LANDFILL
PROJECT NO. 240402
SAMPLE

IDENTIFICATION
IT -1
IT-1A
(S-1,S-2,S-3 Composite)
S-4
IT-2
(S-2,S-3 Composite)
S-5
IT-3
S-2
(S-3,S-4,S-5,S-6 Composite)
MW-2
(S-1,S-2 Composite)
(S-3,S-5,S-6,S-7 Composite)
IT-4
S-4
(S-5,S-6,S-7,S-8 Composite)
W-2
IT-5
(S-1,S-2,S-3 Composite)
IT-6
(S-l,S-2,S-3,S-4 Composite)
IT-7
(S-1,S-2 Composite)
IT-8
(S-1, S-2 Composite)
IT-9
(S-1,S-2 Composite)
MW-1
(S-1,S-2 Composite)
· S-3
TTLC
NA = Not Analyzed.

LEAD
~
NA
310
386
285

4.23 .
177
100

7.6 60
231

75.6 12.5

8.1 9.2
11 5.9
11 3.7

3.3 1,000
SAMPLE

MATERIAL
Soil or Fi 11
Refuse
Refuse
Refuse
Natural Soil
Refuse
Refuse
Soil or Fi 11
Refuse
Refuse
Refuse
Soil or Fi 11
Soil or Fill
Refuse +Soil (1:1)
Soil or Fi 11
Soil or Fi 11
Soil
Soil
TABLE 3

SOLUBLE CONCENTRATION OF LEAD

BIXBY RANCH LANDFILL
PROJECT NO. 240402

SAMPLE LEAD SAMPLE
IDENTIFICATION ~ MATERIAL
IT -1 NA Soil or Fill
IT -1A
(S-l,S-2,S-3 Composite) 23 Refuse
S-4 26 Refuse
IT-2
(S-2,S-3 Composite) 18 Refuse
S-5 Natural Soil
IT-3
S-2 26 Refuse ·
(S-3,S-4,S-5,S-6 Composite) 9.8 Refuse
MW-2
(S-l,S-2 Composite) 0.55 Soil or Fill
(S-3,S-5,S-6,S-7 Composite) 3.30 Refuse
IT-4
S-4 4.6 Refuse
(S-5,S-6,S-7,S-8 Composite) 0.4 Refuse
W-2 1.2
IT-5
(S-1,S-2,S-3 Composite) 0.3 Soi 1 or Fi 11
IT-6
(S-1,S-2,S-3,S-4 Composite) 0.23 Soil or Fill
IT -7
(S-1,5-2 Composite) 0.59 Refuse + Soil (1:1)
IT-8
(S-1, S-2 Composite) <0.2 Soil or Fill
I
IT-9
(S-1,S-2 Composite) 0.35 Soil or Fi 11
MW-1
(S-l,S-2 Composite) <0.2 Soil
S-3 <0.2 Soil
STLC 5.0
NA = Not Analyzed.

I
C\1
<
I
C\1
0 ~
0 ~
C\1
>->coCO
oo
UjllJ
~>
uo wa: Io_
uo_
<{
LONG
SCALE
0 2000 4000 FEET
REFERENCE:

7.5 MIN. USGS TOPOGRAPHIC MAP OF LOS ALAMITOS

AND SEAL BEACH, CALIFORNIA QUADRANGLES,
DATED 1964 AND 1965 RESPECTIVELY,
PHOTOREVISED 1981 FOR BOTH
SCALE: 1:24000
·-oo Not Scale Thrs Drawrng ·
,,
), 1_,.

FIGURE 1

SITE LOCATION MAP

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
... Creating a Safer Tomorrow
0 0
z
0 en r.

D>
m
--< ::r
"' 0
"' ~
" 10
125993
,!. --
PROPO~::~s~~:~::~:~f--,_/'~ ·~. /
------- . ~ I ------- ..t
-----........ .............. &IT9
&ITS • '-.......
-------- • .& IT7 .................... ....__....__ ............... / .... ------~---~ ---- ..............
---- &IT6 ....._
. --------- ' ________ ! ..... • •
•
•
•
•
AMWI
X X

SAN GABRIEL
SCALE
~~~~~~I0~0~~~~~2~00FEET 0
•
•
• &IT4
•
X
. --
............... ....__ -----
& IT2 -.... ........... & ~TI & IT5 ------
'-..... ~
•
•
X
• &ITIA '--..... --------...................... ! .... . . ....... .......... . . ........ ......... --
• •
•
MW2A& &IT3 •
•
X X
)(
\·
"'
\
X
•
---
LEGEND
MW2A&
IT4&
•

IT WELLS

IT BORINGS

MOORE AND

TABER PITS AND

BORINGS
FIGURE lA

LOCATION OF TEST POINTS
(PITS, BORINGS AND WELLS)

RIVER CHANNEL PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
rn ... Creating a Sater Tomorrow
0 0
z
~
(f)
()
~
"' ....
:T
V>
0 o;
~
" 10
1259113
PROPOSED STUDEBAKER ROA7- _/x~ /
X IC X X .t-............_ !""" I ;· ----------------------- -------·~ I -------.................. .t-............_
j
All 6 ff •2f ""'- (3
621 /
)( ___________ 3_2~- 14 611 ~" ........ ......_
47• •52 '- -
~ 1)( 626 -............... &21 6(6 --- ........
-- '"
l: •18 --~---, f .... •32 •17 636 ..........
12• ND• er::: ,,-14 •16 '-.. )( •15 ~ - ...... _
~ )(
I ·34
f
•14 •36
•36
436 •34
)(
1 L. __ ,.-----,
•14
•14

X X X X
32• 638 638
•14
--------X--------
SA N GABRIEL Rl VER CHANNEL
LEGEND
SCALE •36 TOTAL DEPTH IN FEET
0 100 200FEET 638
·17
•30
•9
X
\ •62
)(
\
X
•51
FIGURE 2

TOTAL DEPTHS OF

TEST PITS AND BORINGS

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH,, CALIFORNIA
[i] ... Creating a Safer Tomorrow
::z .;_
D
r
"
..
-+
a
125993
0 •
X

S A N GABRIEL
SCALE
100 200FEET
•
30 ~·
)(
20 10 • 5
\
•
X X X ---------x---------x
Rl VER CHANNEL
LEGEND
_/ CONTOUR INTERVAL 5 FEET
FIGURE 3

DEPTH TO BASE OF TRASH

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
rn ... Creating a Safer Tomorrow
0 0
z c
(/)
r
0>
iii
-<
=r
v.
0 "' !
·.6
125993

SAN GABRIEL
SCALE
~~~~~~I0~0~~~~~2jOOFEET 0

R/ VER CHANNEL
LEGEND
CONTOUR INTERVAL 5 FEET
5!'-m
•
FIGURE 4

THICKNESS OF TRASH

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
rn ... Creating a Sater Tomorrow
0 0
z

9. Ul
n .. ro
-;
2"
"' 0
a;
~
::>
tD
12511113
SMW-1
I
AIT-4
AIT-3 MW-2AS
)(
\ x-------x--------x--------x---------x -------

SAN GABRIEL RIVER CHANNEL
LEGEND
IT-76
t.1W-2AS

SAMPLE COLLECTION
SITE
WELL
FIGURE 5

LOCATION OF IT SAMPLE

COLLECTION SITES AND WELLS

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA SCALE
~~~--~~I0~0~~~~2~00FEET 0 rn ... Creating a Safer Tomorrow 0 0
z
£
(J)
n
"'
"' --i
:r
"'
12511113

S A N GAB -RIEL RIVER
SCALE
~~~--~I0~0~~~~2~00FEET 0

CHANNEL
I
~
I I
---

CONTOUR INTERVAL
5 PPM
A23 CONCENTRATION OF)

LEAD IN REFUSE( PPM
NO REFUSE (CONCEN
tfl(23) TRATION OF LEAD IN

SOIL OR FILL)( PPM)
FIGURE 6

DISTRIBUTION OF

EXTRACTABLE LEAD
1 N REFUSE ABOVE

WATER TABLE

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
rn ... Creating a Safer Tomorrow

APPENDIX A

INDUSTRIAL WASTE PERMIT
. .. .:.-
' --' JO, 1960 ·
Cit7 Dwlp A au.-., X. • .. 11 Fl.Sal ,., •• , ...

1.-. ...... ~. C:..Jtf..U
A1"-llt1• ... A'- I • ·---
Gemla.act
AQP-DCaiw
Attt (1)
Or:.··1ro:- ~;:.;~.F:c . .
~ Ps.o.llt'\
D1na1e bl'mu
~Sal*-'- D1'1"W1a..&
cc: Regional ~ater Pollution Co~trol Board No. 4
Los Angeles County Health Officer
Los Angeles County Flood Control Districts
Los Angeles Count}· Regional Planning Comoission
Los Angeles County Forester. and F!.re Warden
be: AGP, JLP, HWS, ~; REG. 10) I-4903, Per. Issd-2
-· ....

I ' . - -... /. . .

INDUSTRIAL WASTE DISPOSAL PERMIT

COUNTY OF LOS ANGELES--DEPARTMENT OF COUNTY ENGINEER

INDUSTRIAL WASTE DIVISION
No. __ _
FILE: I- a..,o3
Los Angeles, Calif. ! ...... t 26, 19 6(
Permission is hereby granted, under Ordinance
No. 6130 (As Amended) to Cl'J ~A lalY!fe, laeerpont ..

Name of Industry
a.u IUDt A••ue, I.eq -· 1-.,, CalUenia
Mailing Address
to discharge or deposit industrial waste material from or upon the premises located at
6'01 Kaat Paeitle Co&lt ~. '-1 llaela u•
Waste materials covered by this permit shall consist of:

Claaa II vute cl11po1&1 taeUl tJ
t ..•• ,. '
.t •••• ,r. I
and sball comply with all provisions of applicable ordinances and regulations ot tbe County ot Los Angeles and the Los Angeles County Sanitation ~stricts.

The above waste materials shall also comply with the~p~i~l condi- tions and limitations marked (x) on the reverse side hereof and any special conditions and limitations attached hereto. All solid and liquid industrial wastes not specifically described above shall be disposed or at a legal point of disposal.

This permit is· not transferable from one person to another and may be revoked it used contrary to the provisions or the Sanitary Sewer and Industrial Waste Ordinance.

JOHN A. LAMBIE

COUNTY ENGINEER
By -----------Oenutv
J

STANDARD CONDIT IONS AND LIMI'IAT IONS

FOR PUMPS

1. GENERAL CONDITIONS AND LIM!'I~IONS OF I.W. PERM!'I NO. 2291

1.01 Basic Objectives:

It is hereby declared that the basic objective of these conditions is to achieve efficient and economical oper ation of waste disposal facilities in a manner which
will reclaim land for beneficial use and avoid the
creation of public nuisance, water pollution or health
ha~ard. Accordingly, these standard conditions are in
tended to govern the type of materials deposited and
:the methods of operation to be followed at Class III
(Inert Solid Fill) and Class II (Solid Fill, including
Rubbish and Refuse) Disposal Facilities. Special con
ditions and limitations will be added~t, in the opin
ion of the County Engineer, they are considered neces
sary to cover the acceptance or special materials, or
to cope with unusual problems created by topocraphy,
geology, hydrology or other circumstances affecting
an individual site.

1.10 This permit is issued to: (Name of Company)
C1t7 O.p A lal•aa•, IAoorporat.t

2. (d.b.a 1 ).9l'7 ~A Sal.ftle, IDool'pOI'ate4

3. (Address ot Site) 6S01 ... , Paeltla Coalt 11chV&7
for operation of a Class _____ I_I ______ __
waste disposal facility •
. .......

1.15 Operating plans approved~b the Los Angeles County
Engin~er A!IJ!t 21t~ 1_ Date
are hereby made a part of this permit.

1.20 Waste disposal operations shall not be allowed to
.extend beyond the area or areas designated on the
approved plans.

1.25 1.30

1.4-0
This permit may be suspended or revoked for viola
tion of any of the Conditions or Limitations thereof
or for violation of any applicable statute, ordi
nance or legal regulation of any government agency.

Such suspension or revocation shall only apply to
the described use ar.d shall not release this permit
tee or his surety of the obligations contained herein.

The permittee shall advise the County Engineer in
writing as to the name, address and telephone number
of authorized persons who are to be placed in re
sponsible charge of operations. One such authorized
person shall be on duty at all times when dumping
operations are in progress. At all other times
gates shall be closed and securely locked and no
access to the proparty permitted.

The bond required by Section 2222 of Ordinance
No. 5860 (Business License Ordinance) shall be
kept in continuous effect until the project is ter
minated to the satisfaction of the County Engineer.

The principal named on said bond shall at all times
be the same per!on as permittee mentioned in this
permit ..

The requi1··ed· ··i:)ona and a copy thereof including all amendments thereto shall be delivered to the County
Engineer. After examination and required approvals
have been obtaL~ed, the County Engineer will transmit
the bond to the Board of Supervisors for its accept
ance.

Permittee shall at all times possess an unrevoked
business license issued in accordance with Ordi
nance No. 5860 (Business License Ordinance) while
disposal operations are being conducted under this
permit.
- 2 -

1.45 Representatives of interested governmental agencies shall be permitted access to the disposal site at
any reasonable time for the purpose of obtaining
information or of inspecting operations.

1.50 From time to time, as conditions demand, these re quirements may be changed by the County Engineer
upon written notification to the permittee, for
warded by certified mail to the last address given.

1.55 It is hereby declared to be the intent that if any conditions or limitations of this permit are held
to be invalid, this shall not invalidate the re
maining conditions and limitations of the permit.

1.60 No Condition of this Permit shall be interpreted
as permitting or requiring any violation of law,
or any lawful rules, regulations or orders of any
authorized agency.

2.000 MATERIALS ACCEPTABLE FOR DISPOSAL

2.100 Inert solid fill is acceptable for disposal
at Class III Disposal Sites. Inert solid
fill is defined as non-water soluble, non
decomposable inert solids of the nature
indicated below:

2.101

2.102

2.103
2 .lal+

2.105 2.106

2.107

2.108

2.109
Natural earth
Rock, sand and gravel
Paving fragments
Concrete
Brick
Plaster and plaster products
Steel mill slag
Glass
Asbestos Fibre and Products therefrom

2.200 Solid material defined as ordinary household and
commercial refuse is acceptable at Class II Dispos
al Sites only. This includes decomposable organic
refuse and scrap metal of the nature indicated be1o~:

2.201 All materials listed in Items numbered 2.101
to 2.l99.1nclusive
- 3 -
..... -

2.202

2.203

2.201+

2.205

2.206

2.207 2.208

2.209

2.210

2.211

2.212

2.213

2.2llt

2.215'

2.216

2.217

2.218
Street sweepings
Small quantities of noxious materials in
mixed loads of rubbish
Metals and metal products except magnesium
and its alloys and salts
Paper and paper prod~cts including roofing
and tar paper
Cloth and clothing Wood and wood products
Lawn cl:.ppings, sod and shrubbery
Cold a~~es received 1n mixed loads of
rubbish
Manufactu:9d rubber products
:olid plastic products
Dry mud cake from oil field sumps
Paint sludge received from water
circulated p~int spray booths not
transported in vacuum tanks
~~~k~~· e~~l~~r3 o~traw used to
absorb hydroca:bon oils from waste water
Hog manure and hog pen refuse containing
substantial quantities of garbage and
refuse froc hog feeding operations
Residue and grit from separation chambers
from the Hyperion sludge plant. See special
Conditions Item lO.oo4.

Paint in drums from which the major portion
of liquids have :~. :n removed.

2.300 GARBAGE AND .t-1ARKET rtEFu"SE - This section is
applicable only if garbage is listed in Items
numbered 2.200 to 2.299 inclusive.

2.301 In this p~~mit garbage shall mean:

All dis~a.r.jed food, animal offal, or·
fruit an~ veget~ble waste resulting
from the pr~~ar~tion of' food, or any
manuf'act,Jred products therefrom, includ
ing waste or ciaanings from chicke~ o~
other animals, fish or other sea food,
that shail have been prepared !or or
intended to be used as food; small dead
animals; hair, hides and bones.
- 4 -

2.302 In this permit market refuse shall mean:

Waste vegetables or fruit, or the cuttings,
trimmings, residue, or scraps therefrom
that have resulted from the preparation of
vegetables or fruit in markets or fruit or
vegetabl~ packing houses for public sale
in markets.

2.303 The accept~nce of garbage and market refuse
at this site will be limited as follows:

2.~00 LIQUIDS AND SEMI-LIQUIDS ACCEPTABLE AT CLASS I

AND CLASS II SITES ONLY

2.~01

2.lt02

2.403

2.4o4

2.405

2.406

2.407

2.408

2.409

2.410

2.lt-ll

2.412
Rotary driliing mud from oil field drilling
operations o
Cleanings from the production tanks. Clean
ings from production tanks are defined as
the residues removed in the cleaning or tanks
used solely for the production and storage .
of unrefined petroleum.

Tank cleanings do not include any substance
derived from the cleaning of tanks used 1n
connection with oil refinery wastes or other
refined petroleum products.

Acetylene sludge.

Sludge from automobile wash racks and steam
cleaning p~odu~ts
}md and wat~r from laundries
Liquid la.tex<wa ste
Cerami~; ·_p·ottery· and gla~e wastes
Sludge de.r1ved !rom the softening of
water by the llme soda process
Water containing not more than 0.5%
molasses
Paint slu.:ige re'=,:,,rered from water cir
culated in p~ t:r.t spray booths
Water containi~ lampb:ack and inci.~ntcl.
amounts of mud r~s~lting from floor wash
ing

3.000 HANDLING OF ACCEPTAB::.E MATERIALS

3.100 Inert solid fill. The following Items
numbered 3ol01 t~ 3ol99 inclusive, are
- 5 -
applicable to inert solid fill as defined
under Items numbered 2.100 to 2.199 inclusive ..

3.101 Inert solid fill may be deposited at
any lcca tic·n tri thin the dumping area
as shewn on the approved plan, but sha~l
not be used for final cover ~ess approved by the County Engineer 3cl02 Upon •ritten notice from the County Engineer, deposited inert solid fill shall be spread or distributed as it is dumped to
provide a uniform cover, to be compatible
with adjoining lands or the vicinity in
which it is located,
3~200 Rubbish and Refuse~ The follcving Items numbered
3,201 to 3 ,. 299 inclusive:- are applies ble to rub
bish and refuse. and other materials listed 1n
Items numbered 2.200 to 2-~99 inclusive~
3 ~201 Rubbish and refuse ~ny be deposited be-
tween elevation IU.nua 30 feet
u.s.c.&a.s~ Sea Level Datum ot 1929 and
tvo feet be1.t'tf' finish grade~ as shewn on
pl.ans approved by the County Engineer.

3.202 Rubb1sh and refuse shall be compacted 1n
layers not greater than t~ee fee~ in
thickness~ Water in sufficient quantity .
to assist compaction~ sha~l be added before
or during the compaction process. As fill
ing progresses~ the compacted rubbish will
be cove.r~d vith not less than 9 inches of
comp"zU:!teCL earth~ sand, gravel._. decomposed
grr.:lite or other approved material.

3.203 With the close ot each working day, all
ru~bish and refuse n~t permanently placed
and compacted in accordance w1th Item

3.202 w1!l be covered with sufficient earth~
sand, gravel~ decomposed granite or other ·
approved material !O that no rubbish cr
refuse is visible ·on the site ..
3~2~ Ru~oish placed and compacted iq accordance
w1th Item 3 202 shall not be re~excavated
or disturbed by later operationsr
Garbage and Ma~~et Refuse. The following Items
numbered 3.301 tu 3r399 inclusive are applicable
to Garbage and Market Refuse as listed in Items
numbered 2_300 to 2.399 inclusive.

3.301

3.302
Items numbered 3.200 to 3.299 inclusive, shall also apply to the disposal of Garbage and Market Refuse.

Garbage and market refuse shall at all times
be handled in such a manner as to prevent
the breeding or harboring of flies or rodents.

Such steps as are necessary shall be taken at
all times to prevent odors and other nuisance~
All garbage and market refuse sball be promptly
covered upon receipt and at the end of the
day be completely covered with acceptable
material sufficiently compacted to prevent
the emergence of flies or infestation by
rodents.

Final covering shall consist of no less tban
tvo feet of well compacted clean earth plus
as much more as is necessary to permanently
prevent the emergence of flies or in!estation
by rodents&
Garbage and market refuse shall be deposit•d
within the limits stated in Item 3.201 only~
' • ·' ·~' • .1" •.• •. . j
- 7 -
. ,, ,.
3,205 Any pit, trench or other excavation,
whether natural or excavated, which
extends below the elevation established
in Item 3.201 shall not be used for the
deposit of any material other than those
listed in Items 2.100 to 2.199 unless
separate written permission is first ob
tained from the County Engineer.

3.206 The County Engineer may order the operator
to remove, at his own expense, any material
deposited in violation o! Item 3.205.
- 7A -

3.400

3.307 No salvage operations shall be permitted for the recovery of any garbage or market refuse,
Liquid and Semi-liquid ;.JD. stes" The following Ite!'!'.s numbered 3.401 t~ 3"499 inclusive 1 are appl~~able
to liquids and semi-liquids under Items numbered

2.400 to 2.499 inclusive:

3.401

3.403
3 .Ito&+

3.405

3.406

3.407
Liquids and semi-liquids shall be immediately
mixed with rubbish and refuse as listed under
Items numbered 2o200 to 2.299 inclusive.

The maximum quantity of acceptable liquid or
semi-liquid waste shall not exceed 10 gallons
for each cubic yard of uncompacted rubbish
and refuse accepted for disposal dur~ng the
same operation periodo
Liquid and semi-liquid wastes shall bP. m~xed
immediately with materials listed in Items

2.200 to 2.299 inclusive! and sDall be confined to such materials n such a manner as to prevent run-off or discharge to adjoining
areas,
Llquids and semi-liquids shall not be stored
on the site in sumps.

Before the end of each day's operation, all
liquids and semi-liquids not integrated with
rubbish shall be thoroughly mixed with dirt
and deposited on the operating face of the
fill.

Trucks and all other equipment for transport
ing liquid or semi-liquid wastes shall be free
of cesspool pumpage, =hem~cal wastes, acid
sludge and other unapproved materialsc
~~l:, l.iqllids and semi-liquids received shs 11
be accompanied by an •windustrial Waste Haulers
Report" on forms provided by the County Engi
neer. This form shall be signed by the pro
ducer of the waste and by the hauler and shall
state that the waste is one or more of the ma
terials listed under Items numbered ~.400 to

2.499 inclusive. This report shall then be
signed by the person in charge cf dumping oper
ations and be kept at the dump site until col
lected by an Industrial Waste Inspector or
other authori~ed representative of the County
Engineer.
- 8 ..
\
Liquiris and sem'i-liquid vraste:s shall be cis-·
posite~ within the limits stated in It~~

3.201 only.

4. 000 GENERAL OPERATING CO!:::liTIONS

4.001 If the Certlfication attached to the Bu~~~ess :~ cer.s e ind~ cates that this \vaste disposal fa·::i li.. '"~, shall be maintained for the benefit of th~ g2~e=a~
public, the ope::-atcr shall not refuse tc a:::~.e·!)'.,; materials from any one during the pcsted h~urs ~~
operat10n provi~ed the mate~~a:s ~ante a~~~ft?·~
for disposal under the terms of this perni·:~ and
the party .seel-::ing v!aste dispo~al se-:-'''ii.;es pays :t;.; regulatl.on disposal charge, and provi:3 ei -:h~-: ~i.: ~ :. acceptance does not violate the condition~ ~~ ~~i~
perl:!lit.

4.002

4.003

4.oo4
If the Certification attached to the ~~
qu.ired Bt4Sl.ness License states .t:ha-:. -.:r.::..~
wast:= disposal facility shall bs z:air~taineri
fer tha general public, a sign a~prc7~~ ty
the County Engineer shall be pcsto.~. at ~-.;e:·y
entran~e to this facility. Th~s sig~ sha::
ha7e letters of suffi~ient slz& a~i ~~:~~
co~1t!'ast as to ba read at a distar.~? c.f :.:>J
ft;~t 't·~r a pe~,son w1 th normg,l vis:.:...:>::-. a.n·-~. s.)_~.l.:. 1r.~l::.::~;; tha name of the fa·:.ili ty. ·::i-~c." :~::::c.~· ~ =-~ or da:rs and hours. the facil.l ty vJ'ill b:! c.::::.'. t:J J.:.h~ p1..:bli~ as establish;3d b7 t::;.~- .:::>:.:.·":J :::. :~at~on, maximum and minimum pri·::~::; ~.z es ::2.l.l :..i.s::c.d 'h:; t!:~ ·:.er:ificati.)n a:..1 a:· .. ~v- )·:~:.·::-:.· :.:-:~ fc:.,.mation consider~.:! essen~ial. ty :.r:c p :-:.~~t "CE:e a:::d/o:£' the Countj· E:1gir.se.:·.

The posted s~hedule of days ar .. d r~m.;,r:;j. ·w~::~·-· the fat::lli ty will be open ~n .... ~-:: ~··:.:J~ .. .-.:.: . $ball n.::>t pre·,,-~nt the ope!·at..:.·::- f.:-or:: ::;·.;::'' ing his "c:Isi!less at other ~irr.a: in ':)·~ '
7-heret-J:- pro·;ided ope.raticr.:; a .. :·e r::..- __ .:··.--::~ as r~q~ired by thl.s pe~~i~.
~ . ~ ..

Fir.a: ~:r:.-e!·~ng of d -z :Ju 31 t.e-! :::a"':' .::r:. 3.1 ::·'".::.: ~:_ be made ,,.,'i, th not less tha.n 2 fe..:. !': o:· cr..;-::·..:.:;;.<<>· ed rubbish frea eart!'l or othe:=- a ppr :~r~:J ~:,~r
r.1a terial. This cover shall bi..i pla~·e1 Q!'. i
brought to final ele7a tior... as ::;hown c)r._ -~~-:?
apprcv~d planz withi!l slx ~c~:h~ afte~ ~~=-
1 .. J:' J:tl,l . . • p e~1on o~ ~~~ ope~ac:ons 1~ a~y por~l~~ ~r - 9 -

4.005

4.007
4o008
4o009

4.010
•
the site. Upon final ter~inatlon of the
facility, the f~nal finish elevat~on shall
be as shown on said plans. No deviation
shall be per~~tted for subsequent or future
settlement or subsidence,
Sufficient equipment in good operating con
dition shall be available on the premises at
all ~imes to properly conduc~ opera~ions in
accordance with the cond~~ions of th~s permit.

Equipment used in this opera~ion shall comply
with all ordinances. laws. and regula~~ons
pertaining to safety and licensingo
In the event non-compl~Rn~e With any por~ion
of these r~star:dard Conditions and Lir.1itations''
results from equipment being inoperative or
insutficien~ 1 or for any other reason 1 the
County Engineer may require that the fa~ility
be closad until complian~e is obtained.

Before operations of the waste disposal fa
cility commence! all o~ner de~ails of ~he
site preparation shall be completed. in accord
ance with ap~roved opera~ing plans, unless
Hritten !lgree::Ier.t is obta1.ned for the later
installation of sp~c1fic items.

The permittee shall make every reasonable
effort ~o praven ': oz· elU!lina te any publi~
nuisance created by dust, odors, blowing of
papers, or otherwise.

The ner~ttee snall construe-: and !7lainta~n
survey monuments. boundary fen:e~ and bench
carks as shown on the. appro11ed opera ~ing
plans or as ~he County E~gineer may require
for ;-e-ference and control of operations as
.. th'e work progresses.

All operat1.ons under ~hl.s _perm;U s1ha..U ter-
minate on or before~w_ ... __ .. __ aer~~~~'.·•--L~90 __ o ______ __ r;o pre judice shall be ~.rea ted tovrard a re
quest ~o extend t:hi s .Dern:l..t, iL s1.4..ch. ..request is cade pl'i-'r to •••._. 1,, 1900

5. 000 SANITATION A!:D HEAr.TH R2~CT?.EI1E!7':'S

5.001 All bu~ldings ~hewn en the approved onerat~ng plans or otherwise re~u~red by the ~ond~~1ons of thls
permit shall be cor.struc~ed and ~aintatnad :n such
a ~anner as to preven~ rode~t harborage.

5.002 Any rodent infesta~ion shall ba i~ediately con
trolled by the proper use of poison~ traps or
gas to the satisfact1on of the County Health
Officero
- lJ .

5.003 hn approved sanitary drinking water suppl] shall be orovided and ~aintained on the oremise.

5.004 hdequate toilet facilities shali be provided and
pro~)erly maintained for the use of employees and
all other persons who have business on the pre~ises.

6. 000 FIRE PREVElil' ro:.; AiiD Am POLLl:JI' ION I\EQUIEE!·~1{i:S

6.001

6.002
6 .ad+
A water supply system adequate for fire fighting
and other purposes shall be constructed, as shown on plans approved by the County Engineer and shall be maintained and operated as circumstances demand.

The permittee shall immediately construct and main
tain a firebreak around the perimeter of the dump-
ing operations if, in the opinion of the County
Engineer, it is considered necessary.
no burning of any kind shall be permitted in con
nection with disposal operations at this site.

Any inadvertent fire which may occur on the prem
ises or any underground smoldering shall be promptly
reported to the Fire Department and to the County
Engineer by the person in responsible charge of
operations. In addition, it shall be the responsi
bility of the operator to immediately extinguish
any such fire or underground smoldering to the
satisfaction of the Fire Department and the County
Engineer.
"NO SHOKING11 signs shall be posted on the facility
and at all entrances to the facility and smoking
regulations shall be strictly complied with.

7.000 FLOOD CON'!ROL RE~UIREMEN'XS

7.001 Adequate facilities shall be provided to divert
flood or sto~m waters from adjacent areas around
this wast·e--·dtsposal sitei or to carry such waters
across or through the fi led areas in a manner
which will permanently prevent percolation of
such waters through the filled areas on this dis
posal site. These facilities shall be constructed
and maintained in accordance with approved plans.

7.002 No materials of any kind shall be deposited in any natural drainage channel or bed of any river, strea~,
wash or arroyo, or upon any property over which the
Los Angeles County Flood Control District has an
easement for flood control purposes without the writ
ten approval of that district.
- 11 -
... ~ ~

7.003 J:he slol)es of fills adjacent to Los Angeles County Flood 1....ontrol Dis-:rict channels shall be maintained at a s~ope not steeper than two feet horizontal :o
one foot vertical and covered with a minimum of three
feet of clean earth.
8o000 SALVAGE

8.001 Salvable materials may be separated from accep:ed materials provided they are removed daily and con fined to an area delineated for such use on the ap
proved operating plans or an area designated in
writing by the County Engineer or his authorized
representativeo

8.002 All combustible salvaged materials and such other materials as may be designated by the County Engi
neer or his authorized representative shall be re
moved from the storage area and deposited in the
disposal area or taken to market when conditions
develop in or adjacent to the salvage area, which
in the opinion of a responsible governmental agency
are unsightly, hazardous, a menace to health or
sanitation, or a fire hazard.

9.000 SCALES

9.001 Scales shall be installed an·1 maintained in good working order at all timeso No material shall
be accepted at this facility, if such s~ales fail
or do not comply with any appl~cable law govern
ing their useo
9o002 Charges !or all a=cepted material shall be based
on weight.
9e003 No material shall be accepted for disposal unless a receipt or statement is given to ~he person de
livering such material showing the weight ·thereof
and the charges based en weight"·

9. od+ Prices charged sha 11 not ex~eed thos~<·· st"_p,,_la ted in your business license,

9.005 At all times the scales must be maintained so that they meet the requirements fer accuracy as sti~u
lated by the Sealer of Weights and Heasures ..
- 12 ..

9.006 At all tir.1es the sc.ale platform must be clean of debris and free to operate.

9.007 In the event of non-operation of the scales for any reason, the County Engineer may require that no material be accepted for dispcsal until the equipment is repaired properly.

10.000 SPECIAL CONDITIONS

10.001

10.002

10.003

10.004
All liquids mixed with rubbish to facilitate com
paction are limited to those specified in I~ems
numbered 2.400 to 2.499 inclusive and in amounts
specified in Item numbered 3.402. Ifi in the opinion of the County Engineer, additiona liquid is needed for proper compaction, the liquid used will
be unpolluted water.

When it has been determined that materials not
specifically included in the original edition or
this permit, are acceptable at this site, an
extension of this section will set forth the de
scription of and the regulations for acceptance
and handling of such materials.

If the disposal site has been approved as a Class
I facility, and the applicant has incl~ded in his
application a request for approval or the ac~ept
ance of certain materials prohibited in Class II
and III sites, additional conditions and re~~
lations ~11 be added to this permit as a continu
ation of this section, setting forth the require
ments which will govern the acceptance ana·Aispcs
al or suoh- -materials.

Residue and gr~ from separation chamber.s f~cm
the Hyperion Sludge Plant must ce t~eated as
follows:
a. This material !ll,lst be covered immediately
b. Such steps as are necessary ba taken at
all times to prevent r~_Rre~ding or
odor nuisance. -
- 13 -
APPENDIX 8

BORING LOGS
• .1:· ·~ ••• ., • ... •
r~r-------- -------------- --------
- <
USGS CLASGIFICA fiON OF COJI.f~SE G:i.'\INED MATERIALS
I
ll ( ll.ff ':.ll Y(
I
U :0 ~ IAI4(JAitO !.•1 V(
I
Ot'l h•HL:.

I I I f----1---+----il----t- H--H
1' I 1/l~ ,..- :va· .. . .. ..., •«» •~ot eMOI
•eo •roo
~Ouh~oL11~1 ~L-L--
100
~1~o~uUO~O~!Lii~-_J,ULLLi~--''-.~o~~~~~ILI~I~I~IL_L_~~~liU1~1~1~1-L-4 __ 0 ~~~LL~L_L__j~OOI $1l( IN Mil !11 I! I I •
SAIOO
aaAII. M(OIUII ..... ltLJ AND CLAY

USCS CLASSIFICATION FOR SOILS

USCS CLASSIFICATION OF FINE GRAINED MATERIALS
so
...

Jo l
lO
I
! CL·IIIIL
0 10
.,.1' 1011
lOll
MIOIUII JT1n
I 11 r r
: -- I 1_. I L,...

I X lo• • I/'
I I ...1_1_, .. "/
I .,...,. I r.Y
V/
I ~, v. I
,f I /. I : o"
' ,., v I !
' ' '-"v( I I
/
VI joooM<>o
F-•"'- I i
"' "'
40 so ... 10 ... "'
100
liOUIO LIMIT, ll,%

DENSITY OF GRANULAR SOILS
........ ,"* .. , •L ow a PI • roo'
W'IIIY LOOII o-•
LDOII 1 -•o .......... " "-so
••••• • -eo
... , ••••• ova• 10

CONSISTENCY OF COHESIVE SOIL
ftllD IOIN11IICA11011 UtiCOIIfiMID COII~IIIISIV(
St•r•eTN •• (TO.tlt• IT)
IAIIU PUif.UAtiD IIYIItAL
.. CMII 8Y r11ttT
IAIILY lfll .. (lltATlD HVlRAL
I•CNII It TNUIII
Pl•l Ual( D S(VUIU I•CM(S
It ,.._ •''" MOD("Afl
Nl IIU"I
a( AOl Y INCl(NRD ., TltUM. 11111
PINIT.ATID WIJH c;,a(AJ l.ffOIU
at•DtLT INOfNI(OeY t..-...uL
tllt()f"t(O ••Ht l.>llff>lUI..t~ ., ,..........,,
lltS TMA• 015
0 ,,_ 0 5
10 -z o
l 0-4 0
ov (.. .. 0
ABBREVIA liONS FOR

LABORATORY TESTS

SAMPLE TYPE

COUP- COMPACTION TEST

PI ATTERBERG LIMITS

SA - SIEVE ANALYSIS

N A - MECHANICAL ANALYSIS

HYO - HYDROMETER ANALYSIS

CONS- CONSOLIDATION TEST
lt(L.afi\'(LY f!
UIIDrSIUIIMD l]
Otil'-"'llO ~
NOIIlCOW:IIY D
rJ k1 IJ
~ ~ 0
E1 El El
UNIFIED SOIL CLASSIFICA liON SYSTEM (USCS)
lOiot\C·CAIIIfO
\Ill'
........ ""
'OI•r
-·· C...r••
frNtl ..
..........
~ .. I
u ...
:";:·\:: •. t-~._::-~-+--+--f~:)o.l..::.:=::....---------1 MIU
..........

MIU
.......... ..... c..u.
frNII ..
...... ... , ....
"'"u•n
, .....
"'" '"' =~ ::-,. ..... -.-,-.. -. -----1--
IJfl(• ..
c:un
• ~ASCI ... , ... MIUIII ••n"'' , ... J.l .. 111-1 Ul"
.,. ........ " ....... ., .. ,
cu '"'' uu usu,.. ~--·•• ll(tlflfl 14U na~1urufiiiiiS
Ill L ... l (AU 111(1 r• IIlLI IIU' QiUiflliiiCIII\
ltl ... IIU II .. \t40.. \UCM AI l{l C:•l !111111111\ \Dit ooAtl._ ...ePt•IU\ ·••r 110 ,., OIUUI(IIt ".ICI .... \1111 llliSI'HIJI( c..IOI#
Ill \.\.,.IACf lltfa.t.IIOII , .... Nil~ .. !Ill l'lllKI 11'"(1 (.1111011\ o..r U l1llll \"(IIU 1DUIIOII\ ... .. It\ I .. IUI(:l \Oil ( .. 1110111 ...... ,,. lltfll f.l O""U 1DC:AIIC.S ,.., JIH11 1-( .. JIIO!t\ &I f .. Sf l«IIIDI\ ll\0 "lll (-IIICIII\ U f .. U tOUIIOII\ Mr tiiM(.I •H• II,.. 161 lUll (-U OIIIOQ Ul IN( ...... 01 lUll\ I. Milt ht( ~~~II I.C11H ,,,. A 141 ............. IAUIC ..... ,
-.i- ..... ..artl IIIli ftl(o-IIIID LEGEND FOR LOG OF

BORINGS ANO TEST PITS
'--------'-~--- Creallng a Soler Tomorrow
~~,.-.~~ ... ----------------------------------------------------------------------------------------~--------~ rn
1-4
PROJECT NO. 240402
CLIENT: BIXBY RANCH COMPANY
SEE LEGEND F"~ LOGS AND TEST PITS
F"~ EXPLANATION ~ S.,.,.BOLS AND TERWS
IT-1
COORDINATES N Not 1!1,.,."'!1 E Nqt .,.,.,.'1!!1
FIELD ENGINEER J. Aus!!!ll OA 'IE BECAN 03 /OS/87
EOfl'El BY J. A11slln!J DAlE F1N15£0 OJ/OS/!7
CHECKED BY F. Tg1!11 GROUND SURFACE EL Not mm,
TOTAL OfJI1M 21.0 F"EET.

NOTE: ~ an4l ,..,.. wet. taile not 111-t.,.. In IIIIa
....
m ... CreaUq a Safer Tomorrow-
~ :i ! I I BORING NO. IT-lA I ~ ~:j I"' 1='1 1 • N Not ... ,....we~ 1

LABORATORY TEST DATA

5... ... ..., i ~ ~ ~ c: ! ; ~'j 1 111
1 ~ ; COORDINATES t Not iUrw\.id \
z ~~ ~--- z.--e --- ~ ~ " I r: 1 1 u ii: . - 1 , " "' " ~ iii! u 1 iii q 111 o I FIELD ENGINEER J1 Audlnla DATE BEGAN O.l/05/1!7 ~0
1 11. !1!:~ 1 §! ~j ~.; ... ~ ... .! ;:I~
1 ~.;i! !rl ~If
1 . EDITED BY J. Aydlni. DATE FINISHED OJ/05/1!7 I
- .... - ~ ~ CHECKED BY F. Iqb" GROUND SURFACE El. Not mg. II

DESCRIPTION
...
r 04 ~.--~--+--4--~--+----r----+=---r-_-r.~,-,~~~~·~~•.=m~~~~~~~~a,M*~~~~J .. ----------------~ t" J ·- 5Gicl chan~ to a Dlacic COlor betften 2.0 and J.O feet. ....
50~
... ...
... ~ !Milot, ,......t ..... a.t1Ct811 at ~·y 22.0 ,..
s-,M 5-J.....,. "- cu~ at a,jlioGiiGtlly 22.0 feet.
.lZ
- e .. ~!:.~:hr& l:r' ....... ,. J111119111l ~ a.tected • s:...- $-4 ........ ..._ cutDitl at ~y 27.0 ....

I 70~--~~--~~~~----~--~----~~~----------------------------------------~ PROJECT NO.

CLIENT:
240402

BIXBY RANCH COMPANY
SEE LEGEND F'OR LOGS AND TI:ST PITS
FOR EXPLANA TTON OF 5-n..BOLS AND TI:RWS m ... Creatine a Safer Tomorrow s-z
s-3
~ • ' •• S'.
240402 PROJECT NO.

CLIENT: BIXBY RANCH COMPANY

SEE LEGEND F'OR LOGS ANO TEST F'ITS
F'OR EXF'LANA110N OF 5'1\tBOLS ANO TERt.IS
TOTAL DEl''llol 21.5 FEET.
m ... Cnat.iq a Safer Tomorrow
r,--~!.-,-~-a~o~RA~"=oR~Y~~~s~r~oA~TA~r-~--~·i,-1'~!r-1!/----rB~Q~R~IT-N~(}~~N~Q~.~IT~~3,--~ 1 t;; : J l ::r ~ ~ fl ! ' H Not 1\1,....-..d
! It j!:
1 . ij ~~ ·~ ~~; 111 ~ COORDINATES E: Not I\IMYI!I
: ; ! i~ ~1 ~1J ~1 ~E ~ ~ · ~ o I~ I ~ o..~ F1ELD ENGINEER J. A!!c!lnit DATE BEGAN OJ/o~ez_ F r "' S • ffi 8: ~_! i ~_! ~~_! ;j tD .
1 F !1 ! EDITED BY J. Mlcllnlt DATE F1NiSHED __ -~1!.1.. o..o"' I ~~~ m~ ,_ · "' : I CHECKED BY F'. Toll• GROUND SURFACE: EL Not "'tell. ~ ,. ,. ...,_= s !, ,I

DESCRIPTION
-o~-+--~~~.--~~~--~~~-i~~~~~,~~ .. ~.~.a~JY~,~~~~--------------~1 ~ I I \ ' I I
- I ,_,,..- ,
: ~ : LJ er-1111 groy SAHO. 11'-tly mol8t. 111411 ~entt ,.--t. ! -
:
'
-
...
~ -;
t- 50.,
~ "i
i .., ... -; ..,j
~55..,j
,_
... "i
'1
"i
~
... ISOJ
...

I
...

I
... ~
155-1 ..,
...... a.o·
TOTAL OEJI'n1 31.0 FtET. :
:;; ' • · .• ~· • •.1
'-70 1..L'"! __L_j.L_.L_L_j_~___j-...L_L...J. ___________ _ PROJECT NO.

CLIENT:
240402

BIXBY RANCH COMPANY
SEE L£GENO FOR LOCS ANO TEST PIT'S
FOR EXPLANATION Of: S~BOLS ANO ~t.IS m ... Creatiq a Sater Tomorrow

I LABOR A TORY TEST DATA
.... I
I I I~ "' "' ~ ... I
I ~ i•l ~- "' ' ~ z-1 ~- -<'-1 ~= "'E · "'E E j:!:
~!~~! ~g;l ~g; ~~
il. <5~1 x~ ~-
"' ffi "' .... ' < 0 ill. I 6:: ...
- 0
~
' ...,
- 5 ~
-- _;
-10"""' ... ' ....

I
1 -1
-15..;
~
H - -t
t~
-30-1 ....
-4 ....
..j
:Jsj
.. '
~ -40i i
I ..,
-45-t
...
~ :soJ
..;
1 ....
-ss...J ...
~SJ
I
I
I
I I -t
I
I
J
I -es~ ... I
i I
... ' I >-
~
! <::j ::rc;:
::ro
~<
' ...J<Zl
-'
' ~
Itt
·~
c; t='l
~ ~li IS! ~I e o 1
~ iii I
~-
~
, S-2~
1 I
! $-4~
, I
i i
s-s~
I
~-·~
I ,
i ~,~
I
I
Ill
u Ill
~
.,.,
I I
"' ..J
~ Q:
il.

I ; I I I
I
BORING NO. IT- 4
N Not su""')'!G COOROINA TES e: Not sur_..w.g
FIELD ENGINEER J. Audini1 DATE BEGAN OJ/05/87
EDITED BY J. Audlnie DATE FINISHED OJ/05/87
CHECKED BY F. Tah!! GROUND SURFACE EL Not meos.

DESCRIF'T!ON
Gre«<llll ~ SAND with onpltalt .....,II. Sample not retained due to ..,elt lrotm.,tl ( artl1lclal bock !II).
~~~~~ blodl -.., ClAY, molilt. .._ of ....,a (QMI!Iclal boctc111). -- --- 11S.o'_
lock NEFU!t
llock I!D'IJSE, ...t. ... y ...... cy. ~~ .,_ detected
., ~ of cuttlnp.
42,.0'
TOTAl. DEPTH 4.3.0 F"EET.
-70~~--L__L~ __ J_ __ _L __ ~--~~--L---------------------------------- PROJECT NO. 2~0~02
CLIENT: BIXBY RANCH COMPANY

SEE LEGEND FOR LOCS AND TEST PITS
FOR EXF'LANA T!ON OF" SYMBOLS AND TER'-45 m ... Creat.inJ a Safer Tomorrow- ...
"' "' ,..
1-. ....
:J~
~ CD~ r ~E ...

0.. :::EU
"'
a:~
0 "' 0..

PROJECT NO.

CLIENT:
;:-I
~~~
"' "' z~ z~ "'~ "'lo.. "'E LUE ze ~~~ No. ~0.
~2: Zo. 5~ .!.,"' "'~ x~
"' ....

S-l
240402
81X8Y _>:,ANC.H COMPANY

SEE LEGEND F'OR LOGS AND TEST PIT'S
F'OR EXF'LANAnON OF' S~BOLS AND TERMS
~
"' u ~ Vl
~ a:

0..

ORING NO . IT-5
~ Not surve~
COORDINATES E Not surve't!d
FIELD ENGINEER J. Audinis DATE BEGAN 0-4-/09/87
EDITED BY J. Audlnis DATE FINISHED 04/09/87
CHECKED BY F. Tgnse GROUND SURFACE EL Not moos.

Light to dar!< brown do)leY SAND, moist (ortiflclal boc:lttnl).

Browr~l.n gr-. cla)ley SAND, sllghijy moist (artifteiat bac:kfdl).

Brownt.h gr-. ClAY, molat. micaceous (artificial bac:kfll).

Browr~loll gr-. cla)ley SAND, moiat (artiflelat baci<fill).

TOTAl DEPTH 16.0 FEET.

NOTE: Bcnng l:>ac:kfilod witn borel'lole cuttings. No REFUSE eneountw.d In tnlo t:>cnng.
m ... Creatma a Safer Tomorrow
BO 0. IT-6
COOROINA TES r ~=t :::3
TOTAL DrP1H 21.0 ntr .
.!" ..
tJs._~~~~~~~--~--L-L-L---------------------------~
PROJECT NO. 240402
CLIENT: BIXBY RANCH CO.

SEE L£G£ND F~ LOCS AND TEST PITS
FOR EXPLANATION f7 S'YWIOI..S AND TEI'WS m ... CreaUD& a Sater Tomorrow ....
"' "' >-... ....
:::;~
~
iii' ;= ~E
::11" Q.
"'
a: .....
0 "' 0..

PROJECT NO.

CLIENT:
" >-
~ a: <-'
I~
:::e:!
"' "' ::::e"-z~ ~~ "'~ ze :::~>.: we :::>~ ~l Vl~ Na,
~lt Za. c5.e _,a:a ........ ,. ..... ~ ..... ...I
"' .... ~ o:z: ....
..... ,..
240402
BIXBY RANCH CO.

SEE LE:GEND FOR LOGS AND ~ST PITS
FOR EXPLANATION OF' S'f).l80t.S AND ~R'-IS
BOR G NO. IT-7
;::-I t1 Not su""'~
~~ ~ COORDINATES E Not su,.,., ... d Vl
~Ill. ()
~ 91~
Vl FlEtD ENGINEER J. Audinis DATE BEGAN o•Lo9/87 :::> a:
!!!.!"'
Q. EDITED BY J. Audlnis DATE FlNISHED o•Lo9/87
CHECKED BY F. Tohse GROUND SURFACE EL Not meas.

TOTAL OEP'Ili 11.0 FEET .
m ... Creat..iJl& a Sater Tomorrow
LABORATORY TEST DATA '-... >-.... !VI 0:
~ 1: <-'
11 :Z:::!
I :J.-. .... "'
~1
2"-
~{. ~-- ~-- Qili'S
iE Ni ~i <
~6 ;:jCD a. ~- 15- ,.- ~r· ~ a:- ...
* "' a. ~%
0 5
'-
10 ~
~1S
~
20 -
'·
~' ... \·. •
-·
~
2S
~ -
~
~
~
JO
1-
1-
'-3S
240402 PROJECT NO.

CLIENT: BIXBY RANCH CO.

SEE LEGEND F'OR LOGS ;..r<~cr· TtSI F'ITS
i
~~~
~ l:"_li !II ~I
§ ~lVI
;-1
S-1~
s-z~
F'OR EXF'L.ANA TlON OF' S'r'l.4BOLS ANO TERMS
BORING NO. IT-8
COORDINATES 2 ~%1 ;;g:= .... VI ...l
u ~ VI F'IELD ENGINEER J. Au5lini1 DATE BEGAN 04i09i87 ~ f EDITED BY J. Audlnls DA TO: FlNISHED Q4/09/87 ·,
CHECKED BY F'. Tgnu GROUND SURF' ACE EL Not rnoco.

DESCRIPTION '
:
'
;
i
i
'
0ar1< brown S..,d with !Otnt cloy, lllglltly moil!, miCQCIOUI; scmt ! 111•1 ll'a9f!!tn!L
Gr-1111 9'0Y ...,dy CUY ..,d -d. mcilt.
i
TOTAl. D£PTH 11.0 F!£1.

NO'!!: Bet1n9 boeltfllect with bcrenclo cuttll'lga. Nc REFI.JS( tnCCUIItencl Itt th'- bcrln9-
' '
;
~
ID ... Creatini a Sater Tornorro1r
-~BCRATCRY "'"EST.:'.).-..\.
'
1-,..
"' >-... 1-
:::;~
~ oo,
jE o( -
t..J~
C1. :IV ,.. a::~
0 t..J
.l.

J
5 10
15 20
25 .30
.35
PRC-.:ECT ,'JC.

CLIENT:
,..
~VI i J::
<-' wz ' ::~:=
"' "'
~o
::~:"-z~ z-:- "'~ e~e I ~"' we "'~ ~~ C1~ No. :)Q. ~~ :i I ZQ. ...JQ. S::a. .-Ill w~ o~ o_
I Ill ....
)(~ ~0:: -'
~I:! ~ ;::r I
I
11 ~
r ti:
~
' ' . .. ,. ... '
240402
8JX8Y RANCH CO.

SEE LEGEND >CR LOGS >\NO TEST P1TS
... u z <
~ :r I
YJ ,lw r
0:: ~,~,
~~~~I
I= al '!.n I < _,
:: I
~ ' ...

0. S-1~
S-2~
F'OR EXPLANA.TICN OF' SrM8G't.S Ar;D TERMS
BORI~G :\"" 0. IT-9
.... '""'lR:l' , ~ ..... S ~ 'lot surveyed
t..J ~..ol.~..o. :__,N.J.:::. E 'lot su"eyed
V1 ....
u IG: ,, 'O FIELD ENGINEER J. Audinis OA 7E BEGAN ~.t J9 s-::0 Jg: EDITED BY J . .J.udinis DATE F'NISHED 24 0~ ;- l CHECKED BY F -ohse CROUND SURFACE E:... Not "'necs.

I
i JESCR!P-ICN
I I
LiQnt brown to ton SAND, slightly morst.
i
Brown sandy CLAY, slightly mo1st, micaceous.

GrHnilh gray SAND •ith some clay. slightly moist.

10.5'
Lii"Hnilh gray SAND. very moist.

TOTAL DEPTH 11.0 FEET.

NOTE: Boring backtilltd •ith borehole cuttings. No REF\JSE encountered in this boring.

I
I
I
i I I i
ID ... Creatmg a Sater Tomorrow
,_ 0. MW-1
"'
~1
"' ,.. COORDINATES N Not suMytd ... ,_ ~ :::;~
"' "' "'
f; N2! JUM:ml
~ as~ ti~ z~ "'~ (.)
~ ,...E "'E ze "' FJELD ENGINEER J. Audinia DATE BEG"N 04/08/87 ;: ~E ~!
:::lQ,
~~
:::l a:

Q. ::au c5.e
Q. EDITED BY J. "udlnia D" TE FlNISHEO 04/08/87
"'
a:~ al ,_
,.~
0 "'
CHECKED BY F. Tgnl! GROUND SURF'"CE EL Not m-ae.

Cl. e:

Gr-llh brown lity CLAY with _,. oand; moiot, mlcac-.o.

Gr-1111 brown CLAY, molot: _,. brown rootlet!.
ar-• twown SAHD; wet.

Sample 5-2 plac:ecl In aluminum lot.

TOT"'- 0£Plrl 32.0 F'E!i.

PROJECT NO. 240402
CLIENT: BIXBY RANCH CO.
r
SEE LEGEND F'OR LOGS AND. TEST !='IT'S
F'OR EXI='LANA TlON OF' SYio4BOLS AND TERMS m ... Creatill& a Safer Tomorrow ....
"' "' >-... ....
:::;~
~ iil~
;;· ~fi 0.. ~~
"' Q
"' 0..

PROJECT NO.

CLIENT:
"' "' "'~ z~ z~
ze "'E IUE
NQ. ::;)Q.
~t Z&>. 15.5 ... ~ x~
IZI ...
240402
BIXBY RANCH CO.

SEE LEGOID F'OR LOGS AND TEST PITS
F'OR EXPL.ANA TJON OF' S"11ooSOLS AND ruws
"' "'
...I
(.J
~ "' ::;)
if
BORING NO. -2
!I Not :ourw)!d
COORDINA ITS E Not :ourwl'!d
FIELD ENGINEER J. Au!l!!li! DATE BEGAN o•.:::oaLa7
EDITED BY J. Audini! DATE FINISHED o•.:::oa.:::a7
CHECKED BY F'. GROUND SURFACE EL Ngt meas •
!!lode R£FUSE and dayey ..,., -.y moilt: pun~t oclor <loltected; ~~, ...... b.
!!lode Rfl'IJSE and 1111. -.y mol.t to wet; pun~t oclor; - and • ..,. metal ,...,..b.

Sample s-J pi-.1 In Glumlnum fail.

Sample 5-4 caleo:ted frcrn cuttk191 at ~atlly 21.0 feet. !!lode IEFUSE. wet. -.,.; pun~t Ollar <loltecto¢ - ., .. ~
Sample s-5 pi-.1 In -- ... jar.
!!lode REFUSE. wet. -.y; pull9lrlt Ollar.

Sample s-a placed In a .,_ _.,.. jar.

TOTAL DEPTH 37.0 mT.

N01E: w.l COiin9 coulcl nat ~ placed In thla baring <&oe to lnilus of line ,....,.,ta. A 1 o.o root still drtlln9 hamm• loll into thla ~ Thla bar1n9 - bac:allled with graul
m ... Creatin& a Sater Tomorro•
... ..., ..., ...
30 i!O
Q,
~
0 10
15 20
-3S
i-
40-

LABORATORY TEST DATA
!,., r:
1-
:::l.-.
~- ~- .........
~~ N~ ~~ ""ff 151 ~1 .3~ ~~
,.~
a:o ... ~ ~ e.:
t .......
;:- i
~ .... ""~I
:5l~l~
~~
...
lit~~, "'
...J
u ~ "' < ~§I"'
~ Ill:
::Icc Q,
r~~ ~
....

BORING NO. MW-2A
COORDINATES ~ ~~~ ~M=
F'IELO ENGINEER J. Audinil DATE BEGAN 04/09/!7
EOITEO BY J. Au!:jlnla DATE F'INISHEO 04iOU!7
CHECKED BY F'. Tgn11 GROUNO SURF' ACE EL Not rntgt.

DESCRIF'nON
SM log of Boring I.IW-2.

Boring ~.tw-2A w011 drilled appro•lmatlly 4.0 fMt touthoctt of bor1n; W'N-2.

TOTAL DEPTH 3!.0 FttT.
. I

70._~--._~--~~--~----~--~~-J------------------------------------- PROJECT NO.

CLIENT:
240402
BIXBY RANCH CO.

SEE LEGEND t:'OR LOGS AND TEST PITS
t:'OR EXPLANAnON Ot:' SYMBOLS AND TER~S m ... Creatine a Sater Tomorrow

APPENDIX C

ANALYTICAL RESULTS
.;.. ~, •' .:.·, . . •. I
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'O:

INVOICE NO.:
706518-001
03/05/87
03/06/87
t240402 Bixb - IT-1A-(S1 osite) (soil)
The following analytical determinations were conducted according to the guidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mqJkg
california Administrative Code Standard
PARAMETERS STLC, in mg/1 TTLC, in mg/kg
Antimony, Total 2.82 15.

Arsenic, Total 4.9 5.

Barium, Total 69.4 100.

Beryllium, Total *ND(O.S) 0.75
Cadmium, Total 2.80 1.

Chromium, Hex. *ND(0.1) 5.

Chromium, Tri 19.6 560.

Cobalt, Total 5.67 80.

Copper, Total 64.7 25.

Lead, Total. ____ _;3:...:1~0~. ------•-·,. .. -r.-·.·-•····"--~5.:..·--- Mercury, Total 0.06 · 0.2
Molybdenum, Total 2. 53 350.

Nickel, Total 20.6 20. se1eniu11, Total *Noco~-oar----- ·- · --·-i.- ----- Silver, Total 0.92 5.

Thallium, Total 4.4 7.

Vanadium, Total 8.87 24.

Zinc, Total 270. -·· --· 250L. ·-.
*Not Detected (Below indicated limit of detection.)
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.

20. 3,500.
2,000.
100.
500.
700.
2,400.
5,000.

AHA~YST ~ ~ RE\IIfWIO & ""ii'IIIOVEO
~~""'i£!1NitU'SP
DATE
T"'•• rHIOft t:tetta•"• Of"'ty to..-.~ 61't..,........a .,_, e110ee I"CCI ,._....,..., .-y.,...,........,...,..... 011 ~ ~ l"l\4 reoort ·• ~Jot,.... ••c•\41.,. wM 01 ... Clt.,IIO ~ tt tl aGOr....-.d Any reprOOWCbOtt of lfttl reocw1 0t wM 01 ... LaDII:IIrMOr"y 1 ,.,...IOf ....,~ 01 pwaMC~ ~--- -~ ~llAI~ •I CWOf'\•Ot-.o t I I .

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:
1240402 Bixb Ranch Com
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-001
03/05/87
03/06/87
- IT-1A-(S-1,S-2,S-3 Composite) (soil)
The following analytical determinations were conducted according to the quidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Bxtraction Test) for soluble metals.

PARAMETERS
Cadmium
Copper
Lead
Nickel
Zinc

SOLUBLB

COMCBMTRATIOM
in mq/1
*MD(O.l)

0.7 23.

2.6 22.
california Administrative Code Standard
STLC. in mq/1 TTLC. in mg/kq

1. 25.

5. 20.
250.
100.
2,500.
1,000.
2,000.
5,000.
*Not Detected (Below indicated limit of detection.)
'
,_
/'I
ANALYST ~ 'AIVIIWIO I ~EO
c •
-OWISM'WS~
DATE
r,.,,, teGOftD*'t..,, Ol'lty ro ""-...,..,. ""'' ag.,..,.ll"'llt 00..1"'101.....:....,....,.., 10 ._, ....,..., ..,_., • ~ ,......,. Tl\t.e ,._...., •• ~tor""'- ••c•~•·•• uM 01 tfte C1••nt IO -"'m •t •I edOtea.aed At'I'P recwOO.C111Qn Ollftla ,._,, 01 wM 01 U'l•l L&OOf..,., s n_... tor....,...,. CW IIIWOMC..-, ~.......,. .... tr'Of•Ait•OI'I •I Ot01"•0•4e.Q -~ rn
E.MIC-4
L
~ ~
s~· . CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-002
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-lA-S-4 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
TOTAL

CONCENTRATION,
in mq/kq

3.37 5.8

52.6 *N0(0.5)

2.04 *NO(O.l)

16.4 5.19
205.
386.

0.08 Molybdenum, Total 6.93
Nickel, Total 22.1
Selenium, Total ·•N0(0.3)
Silver, Total 1.75
Thallium, Total 4.2
Vanadium, Total 6.58
Zinc, Total 259.
*Not Detected (Below indicated
california A4m1n1strative Code Standard
STLC, in mg/1 TTLC, in mg/kg

15. 500.

5. 500.
100. 10,000.

0.75 75.

1. 100.

5. 500.
560. 2,500.

80. 8,000.

25. 2,500.

5. 1,000.

0.2 20.
350. 3,500.

20. 2,000.

1. 100.

5. 500.

7. 700.

24. 2,400.
250. 5,000.
limit of detection.) -
TTLC - Total Threshold Lialt Concentration
STLC - Soluble Threshold Limit Concentration
ANAlYST
r,,, reoort oettafl'tl Of"'ty 10.,. ..,.._. .n ............ M'CI OGee noll"'ee_.,..., ._., '0 ~ _.,.,.., ..._.. 01 ~ ,._...,laia TP\.t teoott •• .... ~lot l'f'4 ••c•ua•v• wM of lf\e Clteft110 'lff'IGtft rt •I AOOI'......O Any reot-..ctiiDI" ollfttl reoort 01 "'M 01 ~~ LIOOtliiiDty t n.,.. IDI ......,...,. 01 DWOiw:., CJUIIIIQIIee ~ ~•lattOI"'•I g,tOI"•C..l.C i
-~
~ ~,s,w~ _.,~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-002
03/05/87
03/06/87
1240402 Bixby Ranch company - IT-1A-S-4 (soil)
The followinq analytical determinations were conducted accordinq to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Arsenic
Cadmium
Copper
Lead
Nickel
Zinc

SOLUBLE

CONCENTRATION
in mg/1

0.33 *ND(0.1)

0.8 26.

1.8 41.
~. • ••• ,'f'. • •
california Administrative Code Standard
STLC. in mg/1 TTLC, in mg/kg

5. 1.

25. 5.

20. 250.
500.
100.
2,500.
1,000.
2,000.
5,000.
*Not Detected (Below indicated limit of detection.)
.. _,
:I,-..
~ . li!EVIEWEO & •PPROVEO
' . · .. OW!COL'WR~
Tl"'•t reocwt Mtl8•"1 Ottty to lftll...,...,. •• ,..., .,.., dOM "01 "'-C....,,...~ • 011'*'...,......, ...,_.. 01......_, ~'*• T"'-e reoort ,, ~ ~ m• eacr~oo~_,.,.

YM 0111'\e C:l....,. to~ ft •I aodt....., Any reot~O\ Of W'kla ,._,, 0t UM 01 rft&llaDorMOt"r I,.,_ liar ...._.JM"t Of DWONC"" Dt.fi'OCMM ~~ a~o~tf\ot•lat'Ot'l•l P'Ot'I•Oti4G / .
\
-~ ~
~ "rs~ ,,~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-003
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-2 (S-2,S-3 Composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mg/kq
California Administrative Code Standard
PARAMETERS STLC. in mg/1 TTLC, in mg/kg
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
Molybdenum, Total
Nickel, Total
Selenium, Total
Silver, Total
Thallium, Total
Vanadium, Total
Zinc, Total

1.65 3.6

93.4 *ND(0.5)

1.12 *ND(O.l)

14.3 5.67

19.7 285.
*ND(0.04)
0 • 57 . ~ ~· ... I·· •.· '

14.6 *ND(0.08)

0.52 4.0

15.5 188.

15. 5.
100.

0.75 1.

5. 560.

80. 25.-

5. 0.2
350.

20. 1.

5. 7.

24. 250.
*Not Detected (Below indicated limit of detection.)
TTLC - Total Threshold Llait Concentration
STLC - Soluble Threshold Llalt Concentration
A"'ALYST
...
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.

20. 3,500.
2,000.
100.
500.
700.
2,400.
5,000.
r"''''eoot' oettalftt Of'I'Y 10 ""- ......... .,,, 1 ... .,_, ooee '* r.ec....,.,...., to....,_.,...,...,_.. 01..,...., ~..._ rrt.e raocwt ·• ~ 10t,.,.. ••ct..,.,.,. • .,. ... 01 rfte Ct..,_l to Wf"llm rt •I aoot.....S My ,..,OCIW:IIOI"' 01 W'MI ret~~:wl Of \1M Of""'- I.AOOfMOty I"~ lOr ..,..,._.ftt 0t ~.., pW~ -~ ~•lMIOt'l•l DIOI'I•Ooled I
•,
;
-~
~
~ 9
•s:.:.::::.::.... ·"" CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audlnis

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:
706518-003
03/05/87
03/06/87
NATURE OF SAMPLE: INVOICE NO.:
t240402 Bixby Ranch Company - IT-2 (S-2,S-3 Composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hou~ citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Cadmium
Lead

SOLUBLE

CONCENTRATION
in mg/1
*M0(0.1)

18. ( .... ,.,
california A4min1strative Code Standard
STLC, in mg/1 TTLC, in mg/kg

1. s.
100.
1,000.
*Mot Detected (Below indicated limit of detection.)
-J' I
I

ANALYST
/
/' '
~ "EVIEWEO I APPAOVEO
' '
'·a.e -ee?'!r2ffel!M . '
OATE
TP\rl r-oott Qlllfl&tns Ot'lty to.,.~.,..........., W'lld ocaee. "'01 .-..c.....,..,...., • __. ...,.,.., ...,_.,or~......., .... T'Pva , .... , •I ~'Of,... ••c,.., .. .,. wM 01 .... C~l to -"'M tt •I IOOr.....a Afty feot00wcll0f"' 01 ftll feoDI'I Of.., .. OIIPMI ~atOry I ,.,.llat ...., .. ..,.,. or~""~~ ~~I.IIOf'l •I e>tO"•D•IeG /
\
I
-~ ~
~ ~"s~.~~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT corporation
FROM: 17461 oerian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-004
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-2-S-5 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
TOTAL

CONCENTRATION,
in mq/kq

1.79 3.3

44.5 *N0(0.05)

0.41 *N0(0.1)

8.86 4.92

10.4 4.23

0.05 Molybdenum, Total 0.13
Nickel, Total 9.18
Selenium, Total *ND(0.08)
Silver, Total *N0(0.05)
Thallium, Total 4.4
Vanadium, Total 16.7
Zinc, Total 37.4
*Not Detected (Below indicated
California A4mlnistrattve Code Standtrd
STLC, in mq/1 TTLC, in mq/kq

15. 500.

5. 500.
100. 10,000.

0.75 75.

1. 100.

5. 500.
560. 2,500.

80. 8,000.

25. 2,500.

5. 1,000.

0.2 20.
350. 3,500.

20. 2,000.

1. 100.
s. 500.

7. 700.

24. 2,400.
250. 5,000.
liait of detection.)
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
1'---r--1 I
ANALYST ~ RfVIIWIO & APHIOVEO
' .
'-09!506,.,.~
DATE
'TI"ttt reoorr oet~t Of"'ly to !Pile ~ ,~.,..., ooee noe ,.......,..., ~ • _..., _.,..,.., ....,_.. ar ...-., "'..,... no.. a tiCIOfl•l ~nea lot rf"4 ••c•w~o~w• 1o1M of tf\e Cl..,. to wf"'O'ft ~ •I aoot•aell My reotOOUCtaOI\ Of tfttl teootl 01 \IM 011PIIIt ~aoor-v I~ fOr ............ 01 ~lty IN'.,._..~ 1\llf'IOI'Illt.a.n •I QttOI'I•D•tM I I
. \
I

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
- IT-3-S-2 (soil)
706518-005
03/05/87
03/06/87
The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
TOTAL

CONCENTRATION,
in mg/kg

7.34 1.1

18.7 *ND(0.5)

7.86 *ND(O.l)

2.40 *ND(0.5)
136.
177.

0.12 Molybdenum, Total 0.30
Nickel, Total 3.39
Selenium, Total *ND(0.3)
Silver, Total 0.25
Thallium, Total 0.7
Vanadium, Total 1.02
Zinc, Total 659.
*Not Detected (Below indicated
California A4ministrative Code Standard
STLC, in mg/1 TTLC. in mg/kg

15. 500.

5. 500.
100. 10,000.

0.75 75.

1. 100.

5. 500.
560. 2,500.

80. 8,000.

25. 2,500.

5. 1,000.

0.2 20.
350. 3,500.

20. 2,000.

1. 100.

5. 500.

7. 700.

24. 2,400.
250. 5,000.
limit of detection.) .-:.· ..

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
'---; ' '
Af'jAI.'I'IT ~ ' "'VIIWIO' ~•o < •
. . 'owe+"""''¢""':-
DATE
Tl"',t teoGfl Qetl.,,l only 10 .... ...,...... 141 II g ... anG 0011e I"GI"'ee__,., IIOOfY m __....,.,..,.-.eM 01........, ,...,_,... T"-e tiOQI't 11 ~to-""- eaC:I~o~atve wM 01 tr'l4 CI..,IIO ~ li •I aGOr.....S A"y reorOOWCI~ of "'•tteoatiOt uMOfW'WI L.ADOfaaorr I" ....... ..,.,...,.OfCIJWD'ICifypWt ..... ~ &w4ft0r'IAIM)I'I •I QIOI'\•0.1-.cl -~ ~
~ •,s,~ ,~· CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17~61 Oerian Avenue
Irvine, CA 9271~
ATTN: Mr. John Audlnis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-005
03/05/87
03/06/87
1240402 Bixby Ranch Comoanv - IT-3-S-2 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a ~8 hour citric acid extract (CAC- Waste Extraction Test) for·soluble metals. ·

PARAMETERS
Cadmium
Copper
Lead
Zinc

ANALYST

SOLUBLE

CONCENTRATION
in mg/1
california Administrative Code Standard

0.4 2.4

26. 155.
(,, .... ,., .. '·
STLC. in mg/1 TTLC. in mg/kq

1. 25.

5. 250.
/
/.~
I
100.
2,500.
1,000.
5,000.
/
/-
Tl'ltl reootl1)81tl.,l onty tO..,....,..,...,,.........., end cao.. no1 ,.._........, ._.. _, ~ __......,.........., Ot...w.t m.-tt.M T""'- '1001'' •• a.wOtnrt1ed lot me ••c'"" ..... t.tM Of, .... Cltoef'lt to~ .. II...,.._ My ,..,OIOwCttOn,. W\41 ,..,, 01 .... 01 W\11 L_,....-y I"'.,. .. ....,...,. 01 ~.,GlUt .............. ltofii"''t•l&410f'\ •• g,IOI"•O<IIeG I
I
-~ ~
~ "Fs~·~'"' CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'O:

INVOICE NO.:
706518-006
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-3 (S-3,S-4,S-5,S-6 Composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mq/kq
California A4min1stratlve Code Standard
PARAMETERS STLC, in mg/l TTLC. in mq/kq
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
Molybdenum, Total
Nickel, Total
Selenium, Total
Silver, Total
Thallium, Total
Vanad 1 um, Total
Zinc, Total

2.65 3.1

33.5 *N0(0.5)

1.22 *ND(O.l)

16.7 3.60

26.0 100.

0.15 0.90

9.04 *N0(0.3)

0.45 2.2

4.80 375.
'· •'. ,1"·

15. 5.
100.

0.75 1.

5. 560.

80. 25.

5. 0.2
350.

20. 1.

5. 7.

24. 250.
*Not Detected (Belov indicated limit of detection.)
TTLC Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
I
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.

20. 3,500.
2,000.
100.
500.
700.
2,400.
5,000.
/
ANA~YST ~ Al\ltiWEO & ~I'"'V£0
c •
·. 'OMSM"'CZ~
OATE
T""•l teoot1 Det\&lttl OIW'IIO,... ...,_.. tft~.,.., ~ 1"01 "'-C....,Ity liCIOI'Y Ia ~ ._.,.,., .,_ .. 01...,._., ~~- T .... fiOQII •I ~tot 11\ie e•CI\.16•ve \oiM 01,... CJ•en• \0 ~ 11 •I ..,.,..,.. Any reotack.letiOt'l of lfttl ,..._., 01 \o~M Of tfttl L.IOOf...., I n.,..IQr ....,1ltJIIf'9 01 ~"" Pf,ltt ..... ~ ... lf'Of•JataOt\ •a gtQI'I•O•I.O \
I
~. -~ ~ ~~s~ ,,,~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation

17.61 Oerian Avenue
Irvine, CA 9271•
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'O:

INVOICE NO.:
706518-006
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-3 (S-J,S-4,S-5,S-6 Composite) (soil) J The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter JO, Article II (January 12, 1985}. The analyses were performed on a 48 hour citric acid extract (CAC - Waste Bxtraction Test) for soluble 1 metals.

PARAMETERS
cadmium
Copper
Lead
Zinc

SOLUBLE

CONCENTRATION
in mq/1
*ND ( 0 .1} ·

0.4 9.8

26. California A4ministrative Code Standard
STLC. in mg/l TTLC. in mg/kg

1. 25.

5. 250.
100.
2,500.
1,000.
5,000.
1(, •• '• ,.,. •. I
*Not Detected (Below indicated limit of detection.}
t';
.. I./ /e. , / . ,./ /
. /~ ..

ANAlYST
...
~~ . REVIEWED & APPRO\IEO
. ~,.,.~
DATE
'"'' '~' l)et~l Of"ty 10 ... ..,...... ,,..........., anct 00.. l"lCCII "-C.....,., 11C1C1fr 10 Cllftlf ....,.,.,., ~., Ql"...,..... ~ TP\re reoot1•1 ~ tcw ... ••c•""•"• wM Of tf\e C14f'll to •I'\Otf'l•l •I adar_..., My te0t00...CIIIOI"t of .... reootl Of wM Of ..... LMDfeiiW'y I~ lor ....,....-..e 01 ~IICtfy ~ ~ AwV'CW•Ia&fOt\ •I OIOI"•O•Ied ' . !
'
-~~
~
~ ~s~·l)~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 oerian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-007
03/05/87
03/06/87
t240402 Bixby Ranch CompanY - IT-4-S-4 (soil)
\
i 0
The following analytical determinations were conducted according to the 1 guidelines set forth in the california Administrative Code, Title 22, I chapter 30, Article 11 (January 12, 1985). The analyses were performed ' on a total sample digestion.

TOTAL
CONCENTRATION, california administrative Code Standard
PARAMETERS in mg/kg STLC, in mg/1 TTLC, in mq/kg
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
Molybdenum, Total
Nickel, Total
Selenium, Total
Silver, Total
Thallium, Total
Vanadium, Total
Zinc, Total

2.80 2.6

34.1 *ND(0.5)

1.01 *ND(0.1)

7.79 3.81
104.
231.

0.3 1. 71

12.5 *ND(0.3)

0.40 3.2

0.72 222.

15. 5.
100.

0.75 1.

5. 560.

80. 25.

5. 0.2
350.

20. 1.

5. 7.

24. 250.
*Not Detected (Below indicated limit of detection.)
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.
0 20.
3,500.
2,000.
100.
500.
700.
2,400.
5,000.

AHA4.YIT
0 0 ~
~ • I!IVltWIC&UNOVIO ..
-''OW!FO!, eocg: ttet.e1'SP
OATE
TP'l•l teOQrl Ollti&H'II Of"'ty CO .. ..,...,,....._.....,., 00.. 1"101 f"'ee ....... ...., 10 ~ ~ ~01..,..., ,....., ... 'f"-e ,._,,,,~lOt I'Pioe eactwe•ve wM Of rP'te CI..,..IO -"'Gm .t •I lOOt .....a Atty reotOOWCbOf\ Of lftll reoott Of \fM of.,_. L.ao.eiii:W'y 1 ~ 1iDr ..... ...,. or...,._...,~~ ~•llt-ot\ •I l)tOI'I•Dolo.a I
~
EMIC"'
L
t ~-
s~· CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-007
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-4-S-4 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract CCAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Cadmium
Copper
Lead
Mercury

SOLUBLE

CONCENTRATION
in mq/1
*ND(0.1)

6.9 4.6
*ND(0.015)
california Administrative Code Standard
STLC, in mq/1 TTLC. in mg/kg

1. 25.

5. 0.2
100.
2,500.
1,000.

20. *Not Detected (Below indicated limit of detection.) ~- /
/
-_7
AHAI.YIT
rn,, 'eootl &:~~etta•na Of'ly to tfte ....,..._. ,,~ 1iftC1 ooe. no1 ,__.,.,..., 10 0&'* ...,~..,_.,or......., ""-'Iaiii T...._ repott•e ~tot ,..... ••c•~.~ ..... 1o1M 01 me Cltet\1 tO~ •I •I 600r......S Afty ,..,~Of lftll feoDII 01 \1M Of lfttt I.AOOI'aiiW'y I l'l.,._ laf .....,~Of CIWO'Ciff' ~~ ~ ~tl&llOI'I•I C/IIOI'I•O•IM \
I
SW
€.MIC"'
L
~ '
~~ ,, CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-008
03/05/87
03/06/87
1240402 Bixby Ranch company - IT-4 (S-5,S-6,S-7,S-8 Composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mg/kg
California Administrative Code Standard
PARAMETERS STLC. in mg/1 TTLC, in mg/kg
Antimony, Total 4.94 15.

Arsenic, Total 5.8 5.

Barium, Total 45.1 100.

Beryllium, Total *NO(O.S) 0.75
Cadmium, Total 1.15 1.

Chromium, Hex. *N0(0.1) 5.

Chromium, Tri 13.4 560.

Cobalt, Total 4.74 80.

Copper, Total 49.6 25.

Lead, Total 75.6 5.

Mercury, Total 0.3
( ..... ,.,.. I 0.2
Molybdenum, Total 2.15 350.

Nickel, Total 17.9 20.

Selenium, Total *N0(0.3) 1 ..

Silver, Total 0.70 5.

Thallium, Total 3.7 7.

Vanadium, Total 4.74 24.

Zinc, Total 117. 250.
*Not Detected (Below indicated limit of detection.)
TTLC - Total Threshold Limit Concentration
STLC Soluble Threshold Limit Concentration
'1-, I
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.

20. 3,500.
2,000.
100.
500.
700.
2,400.
5,000.

ANALYST $1 ~lfWIO l APPROVEO
~~rocsr:~
OATE
r,,, 'eoot' c:aet~ Of"'ly to ftl ~ ~"•••tglfed 6l"d e10ee 1'101 ,._......,....., 10 _.,........., ...-.::• or.,._.,,.....,, .. ~ reoor•·• lwDI'NftM 11o1 me ••c'"''' .... vM Olll'f'le Cl4ftt 10 ~ rt rl aoGr"a.ed Atty ,..,OOWChOn Of W'ttl ,...,, 01 ~H ollt\lll..aDOI'..,.., 1 n.,.. tor..,_,...,.. or IIWOMC.., CJIWI_... ~ ~•latiOt\ •I J)tO"•O.~ !
..
'
-iZ ~
~ ~~s~·~- CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM:17461 Oerlan Avenue
Irvine, CA 92714
ATTN: Mr. John Audlnis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-008
03/05/87
03/06/87
1240402 Bixby Ranch Company- IT-4 (S-5,S-6,S-7,S-8 Composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Arsenic
Cadmium
Copper
Lead
Mercury

SOLUBLE

CONCENTRATION
in mg/1

0.27 *N0(0.1)
*N0(0.1)

0.4 *N0(0.015)
california A4ministrat1ve Code Standard
STLC, in mq/1 TTLC, in mg/kg

5. 1.

25. 5.

0.2 500.
100.
2,500.
1,000.

20. ·" -·· • .If· ' :
*Not Detected (Below indicated limit of detection.)
/
"/
/·,~ 1/--
--...'
/ '
/ '
AHAI.YST
..•.
r~ •• ,.._, Clef~• Of"ty to.,.~~ IINS~ I"'GGI r.c....,Ny...., 10 __, --~ ......-cet 01•,......, ~ ,.,..,. r-.wt ·• kl~ ~ tf\e e•c~ .... ""M Of lf"4 CI•_,.IO wftOt'ft .e •I .......... My reotoe..cllOI" of fft4t._,f or uM Of 1'\&II..IIDOf.-yo I, ..... tat__.,...,. 01 -.....clf!t ~ ~ ~•1&1-ot'l •I C>fOI'\•OiteG 11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-010
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-3 W-2 (liquid)
The followinq analytical determinations were conducted accordinq to the quidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample diqestion.

TOTAL

CONCENTRATION,
in mg/kg
California A4ministrative Code Standard
PARAMETERS STLC. in mg/1 TTLC, in mg/kg
Antimony, Total 1.15 15.

Arsenic, Total 1.1 5.

Barium, Total 18.4 100.

Beryllium, Total *N0(0.05) 0.75
Cadmium, Total 0.32 1.

Chromium, Hex. *NO(O.l) 5.

Chromium, Tri 4.64 560.

Cobalt, Total 2.15 80.

Copper, Total 6.38 25.

Lead, Total 10.7 5.
. t •••• ,,
• Mercury, Total 0.017 0.2
Molybdenum, Total 0.18 350.

Nickel, Total 4.29 20.

Selenium, Total *N0(0.08) 1.

Silver, Total 0.06 5.

Thallium, Total 2.5 7.

Vanadium, Total 6.78 24.

Zinc, Total 137. 250.
*Not Detected (Below indicated limit of detection.)
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
500.
500.
10,000.

75. 100.
500.
2,500.
8,000.
2,500.
1,000.

20. 3,500.
2,000.
100.
500.
700.
2,400.
5,000.

ANALYST . ~ 'REVIEWED' 4PPRQVED
-CI9!SM """'ltl!iffl'I?W
DATE
r,,, ,..,.., ..,, .. ,. Of"ty tO.,....,.......,, ••• 1 .... .,......,. "Gii ,_......., _., • ...., _....., ~ • .,.,...., ~ Tl'\4 ,....,, ''~tot 11'14 e•c,._. ..... 1o1M olfte Ct..,t to~ tl•l a.GIIr.....cl My reot~1,._ Ollfttl reODtl Of wM of lftte Leoot..,., 1 flllfftl tat...,_...,. Of DUOttc ..... put._~ ~tr'ICW•l&ltOt'l •I OtOI'ItOttoecl \
/
' ;
I
-~
I"EMIC~
~ s~' CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-010
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-3 W-2 (liquid)
The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract CCAC - Waste Extraction Test) f~r soluble metals.
california Administrative Code Standard

PARAMETERS

SOLUBLE

CONCENTRATION
in mg/1 STLC, in mg/1 TTLC, in mq/kq
Lead 1.8 5. 1,000.
·-,11 I /
(._
' '
AHAl.YST ~~ "'VIIWIO & A~EO
·- ~!laCS!~
DATE
TP\tt teoor't Qtet ... nl ~y tD 11'\1 ...,._..,ft..,...._..,..., ... "GGi ~ _, 10 .._.....,.....,__...or ......... ~ Tl\4 , ..... , •• ~tor_,. eac.......,.,e WM of"'- C:ltefttiO ~If •I ........ Afty ,..,~Of lftteteoorl Of WM atll'kea...eoot...,., I" ................. 01 O!WOtC,... ................... ~•liiiOI"' •II)IOI'l..O.&ea !
-~ ~
~ ~~s~·~'": CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerlan Avenue
Irvine, CA 92714
ATTN: Mr. John Audlnis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-013
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-4 W-2 (liquid)
The followinq analytical determinations were conducted accordinq to the quidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample diqestion.

PARAMETERS
Antimony, Total
Arsenic, Total
Barium, Total
Beryllium, Total
Cadmium, Total
Chromium, Hex.

Chromium, Tri
Cobalt, Total
Copper, Total
Lead, Total
Mercury, Total
TOTAL

CONCENTRATION,
in mg/kg

0.46 1.1

8.69 *N0(0.05)

0.17 *N0(0.1)

2.97 1. 08

6.57 12.5

0.014
Molybdenum, Total 0.23
Nickel, Total 2.85
Selenium, Total *N0(0.08)
Silver, Total 0.09
Thallium, Total 1.5
Vanadium, Total 2.82
Zinc, Total 37.2
*Not Detected (Below indicated
California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kg

15. 500.

5. 500.
100. 10,000.

0.75 75.

1. 100.

5. 500.
560. 2,500.

80. 8,000.

25. 2,500.

5. 1_, 000.

0.2 20.
350. 3,500.

20. 2,000.

1. 100.

5. 500.

7. 700.

24. 2,400.
250. 5,000.
limit of detection.) -
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
' ;,--
ANAI.YST ~ REVIEWED & APPROVED
' . ··..OWIFA6 'MZ~
DATE
TP'Wa teootl CleltAiftl Oftly to lfttt ~ •" II litera W\0 ~nell "-C_.,.., ~ 1D __.IICIOer.,.., ~ 01 • .,.,..,. "'Mer~ TPwe te0Dr1•1 ~lOt rr"4 ecc'"'"•• ~.~ .. CJII'f'le c....,_. ro ~" ·• ec10r....., Alty reotOOWCriOft Of.,..., r-.rtOI IJM of ftlat..aoor...., a ".,..tar .....,t...,.OI DWOHC"" ~ ~ •~fi"'If•lltiQI'\ ·ll)fon•O·t~ \
I
L
~
E.Mlc,-,
---~ r ~
s~' . CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corporation
FROM: 17 461 Der ian Avenue
Irvine, CA 92714
(213) 598-0458
(714) 898-6370
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-013
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-4 W-2 (liquid)
The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.
california Administrative Code Standard

PARAMETERS

SOLUBLE

CONCENTRATION
in mg/1 STLC. in mg/1 TTLC, in mq/kq
Lead 1.2 s. 1,000.
( .. •• •• ·"· . •. 4
/
/
ANALYST ~ II!VIIWIO & APP"'VEO
( '
·-·0Rj1'eos~
DATE
'"'•I teDQft Qetla.t'll Ot'lly 10 tfW ~ M"' ... ......, ~ ... f"GGI'Iee....,.,..., D...,..........,~ Of.........,.,....,, .. ffllltl t ... t lllloWQmlfteG 101 l'f'wl laCII.III't'e \oiM of lfte Cll~ 10 -.f'IOrPt It •IIOOf .. a.d My teor-.claot'l oi..We ,..,, Of.., .. ol ~· L.aOOfAIOry In .... tot....,~ OIJIIWOIC"Y pWI'OQeM ~ a...tNW•l&I)Qt't •I P'OI"'tOrteG \
-L~E.MIC
C L
IQ~ \\.;.

Sr,or- ·' CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'O:

INVOICE NO.:
706518-001
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-1A-(S-1,S-2,S-3 Composite) (soil) EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AND AROCLOR DATA SHEET uq/kq uq/kg
Alpha-BHC <5.0 Bndosulfan Sulfate < 20
Beta-BHC <5.0 4,4' - DOT < 20
Delta-BHC <5.0 Methoxychlor < 40
Gamma.-BHC (Lindane) <5.0 Endrin Ketone < 20
Heptachlor <5.0 Chlordane <100
Aldrin <5.0 Toxaphene <100
Heptachlor Epoxide <5.0 A.roclor - 1016 < 30
Endosulfan I <5.0 A.roclor - 1221 < 30
Dieldrin <5.0 A.roclor - 1232 < 30
414 I - DOE <10 Aroclor - 1242 '( 30
Endrin <10 Aroclor - 1248 260
Endosulfan II <10 Aroclor - 1254 < 30
4,4' - DOD <10 Aroclor - 1260 < 30
Endrin Aldehyde <10
;; ·~. • .1". I
< Denotes compound was not detected above the value indicated.

AI'IAL't'IT
...
'I I .. I __y
IJ--l.. ( .'/ '/ ~~
T"'•l recrott Qetla•"• Ot'lty 10 tfte ~' •all II ... ano ~ "01 ,._....,.., ...-, .__. ....,..., ....,_,.. 01.........., ,.,...,,.,, TI'Wa reoor1 1 ~lfti!O lOt rf'\e ••c•..,a.ve .., .. Of ... Cl..,f to W'f"'Ift'' tf •114Gf-...G My ,..,QO.ICIIOI"' of W\4S ,._,I 01 wee oJ 11'\tS &..MafMDfV ll'lllfftll IQf .....,tt~Of satOhCtf'Y ~DONI •""''wl lwV"'f'•Jat.on •I PlOt"'•O•teG I
~ -~ ~ ~,,~ .~" CHEMICAL RESEARCH LABORATORIES LABORATORY REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:
1240402 Bixby Ranch Company
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:

IT-1A-S-4 (soil)
706518-002
03/05/87
03/06/87
EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AND AROCLOR DATA SHEET uq/kq uq/kq
A1pha-BHC <5.0 Bndosulfan Sulfate < 20
Beta-BHC <5.0 4,4' - DOT < 20
Delta-BHC <5.0 Methoxychlor < 40
Gamma-BHC (Lindane) <5.0 Endrln Ketone < 20
Heptachlor <5.0 Chlordane <100
Aldrin <5.0 Toxaphene <100
Heptachlor !pox ide <5.0 Aroc1or - 1016 < 30
Endosulfan I <5.0 Aroc1or - 1221 < 30
Dieldrin <5.0 Aroc1or 1232 < 30
.C,4' - ODE <10 Aroclor - 1242 < 30
!ndrin <10 Aroc1or - 1248 350
Endosu1fan II <10 Aroc1or - 1254 < 30
4,.C' - DOD <10 Aroc1or - 1260 < 30
Endrin Aldehyde <10
t .•• , r
< Denotes compound vas not detected above the value indicated. /
/
/ ~-.

ANALYST
;/
I /
Tl''lll reoott Dlefta•f'tl Ottly '0,. ~,,..,. ... ted.,.., dOel norii"''IC.....,.,..,.,. __. ...,..,..., IOIIP'*C .. 01..,.~ ,......, .... r~ .. feoQfl •• "'"'om....., lot f .... ••ch ....... . uM Of 1'f"'4 Cl4ftt IO trf'\0"' 1111 aoot-..cl A"Y te0f'OOI.IC1t0n 01 tr\41 tec»rl 01 wM of If\• I l&Oor<laoty 1 t\Wfte fOt IIO'weftl""9 Qf Ploi~OhC•r'y ~'OOMI ..-.o.,c &wU'"oOI•l~IIOf' ·I Cri'OI'\•C·I•oJ i
I
l
l
-~ ~
~ ·~s~ .,- CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-003
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-2 (S-2,S-3 Composite) (soil) EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AftD AftOCLOR DATA SHEET ug/kg ug/kg
Alpha-BHC <5.0 Endosulfan Sulfate < 20
Beta-BHC <5.0 4,4' - DDT < 20
Oelta-BHC <5.0 Methoxychlor < 40
Gamma-BHC (Lindane) <5.0 Endrin Ketone < 20
Heptachlor <5.0 Chlordane <100
Aldrin <5.0 Toxaphene <100
Heptachlor &:pox ide <5.0 Aroclor - 1016 < 30
Bndosulfan I <5.0 Aroclor - 1221 < 30
Dieldrin <5.0 Aroclor - 1232 < 30
4,4' - DOE <10 Aroclor 1242 < 30
Endrin <10 Aroclor - 1248 670
Endosulfan II <10 Aroc1or 1254 < 30
4,4' - DOD <10 Aroclor - 1260 < 30
Endrin Aldehyde <10
< Denotes compound vas not detected above the value indicated. /
/
;,/
;_ /
ANAlYST
Tl"'ol teGO'IIMf1 .. ,1 Of'ty 10 l"'e ...,....14'\ .......... W'ICI ODee ,_"'-C....,..,..,.__.~~ 01 ....._, ""-A-er .... T"'- ttl00f'1•1 ~lot ... e1C1'-'a.we wM 01,... c•~ 10.....,. •1•1 ..,.,....., My retw00ue'110n Of""l reoort or~ OIIPI•I \..aDOrMOi"Y II'\.,. tar....,...,. 01 GUONC~ ~~ ~ a"'lf"''•lai!Of'l•t Q/'01\oO.teG \
I,
'
-..., 10 ~.~,c,..
~
~s,.nc- · .~ CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:
1240402 Bixby Ranch ComDany
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:

IT-2-S-5 (soil)
706518-004
03/05/87
03/06/87
EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AND AftOCLOR DATA SHEET uq/kq uq/kq
Alpha-BHC <5.0 Bndosulfan Sulfate <2.0
Beta-BHC <5.0 4,4' - DDT <2.0
Delta-BHC <5.0 Methoxychlor <4.0
Gamma-BHC (Lindane) <5.0 Endrin Ketone <2.0
Heptachlor <5.0 Chlordane <10
Aldrin <5.0 Toxaphene <10
Heptachlor Epoxide <5.0 Aroclor - 1016 <0.3
Endosu1fan I <5.0 Aroclor - 1221 <0.3
Dieldrin <5.0 Aroclor - 1232 <0.3
4,4' - ODE <1.0 Aroc1or - 1242 <0.3
Endrin <0.3 Aroclor - 1248 <0.3
Endosu1fan II <1.0 Aroclor - 1254 <0.3
4, 4 I - ODD <1.0 Aroclor - 1260 <0.3
Endrin Aldehyde <1.0
< Denotes compound was not detected above the value indicatea. /
I / ) /7 ,·./ I
I
'-
ANALYST ~ , · REVIEWED l APPRO\/ ED
~09!F0l"CS~ _,
DATE
T,,, reoott pettatf'll Of'IIY K) tl'\eloiW'ftOHIS"" ettll ... at"G C1i1:1ee 1"'101 f'lee-.,My eoot'f to~....,...,.,~ .. 01........, ~ T .... l reoGft •I ~lot ,... eac•~,~a,..,e wM Of""-CI._,.IQ -"'01'1•1 •I .001 ...... My r-OOuctO"' Of d'\tl reoott or \oiN Of 11'\41 LIOOia~Dr'y In .... tarlilll¥er·~ 01 DwOftCIIf'y OWl~~ ~·llf!On •I P'Ot"'•Oota<l ~
E."''c,.

L
~ " s:.:.:::,.. . CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-005
03/05/87
03/06/87
t240402 Bixby Ranch Company IT-3-S-2 (soil)
EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AMD AROCLOR DATA SHEET uq/kq uq/kq
Alpha-BHC <5.0 Endosulfan Sulfate <20
Beta-BHC <5.0 4,4' - DDT <20
Delta-BHC <5.0 Methoxychlor <40
Gamma-BHC (Lindane) <5.0 Endrin Ketone <20
Heptachlor <5.0 Chlordane <100
Aldrin <5.0 Toxaphene <100
Heptachlor Epoxide <5.0 Aroclor - 1016 <30
Endosulfan I <5.0 Aroclor - 1221 <30
Dieldrin <5.0 Aroclor - 1232 <30
4,4' - DDB <10.0 Aroclor - 1242 <30
Endrln <10.0 Aroclor - 1248 4200
Endosulfan II <10.0 Aroclor - 1254 <30
4, 4' - DOD <10.0 Aroclor 1260 <30
Endrln Aldehyde <10.0
.I!: •• ••••• ~.
'
< Denotes compound vas not detected above the value indl~ated. · I
-/ - I \ .... I .... /
/
ANAlYST
T"•l reoort Clef......,l 01"\l., to~ ~lift ........ at'Ct 011:11ee 1'101 ,._....,... ~ • ._....,.,.., ........... 01..,._., ~ Tl\tl teoatt •I ""DfMteel fOt l't'\4 ••cr~.o&·•• , .. ~,... c•4f'H to~'' •I .oor~ Atty ,...,~bOI' Oil._,.,...,, 01 wee 01 ~ I..Mor.-ry 1 n.,... tQr .......,_.,... ~., .,.,_...~ ~·latiOI\ •IPtOI"\•O·••a -~ ~
E.Mic.,
L
< ~
s~. . CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
706518-006
03/05/87
03/06/87
t240402 Bixby Ranch company - IT-3-(S-3,S-4,S-5,S-6 Composite) (soil) EPA METHOD 8080 PRIORITY POLLUTANT PESTICIQI AND AROCLOR DATA SHEET uq/kq uq/kq
Alpha-BHC <5.0 Endosulfan Sulfate <20
Beta-BHC <5.0 4,4' - DOT <20
Delta-BHC <5.0 Methoxychlor <40
Gamma-BHC (Lindane) <5.0 Bndrin Ketone <20
Heptachlor <5.0 Chlordane <100
Aldrin <5.0 Toxaphene <100
Heptachlor Epoxide <5.0 Aroclor - 1016 <30
Endosulfan I <5.0 Aroc1or - 1221 <30
Dieldrin <5.0 Aroclor - 1232 <30
4, 4' - OOB <10 Aroclor - 1242 <30
Endrin <10 Aroclor 1248 560
Endosulfan II <10 Aroclor - 1254 <30
4,4' - DOD <10 Aroclor - 1260 <30
Endrin Aldehyde <10
' ... , .. ·. '
< Denotes compound vas not detected above the value indicated.

I
/ ~./ -'./
I /_t .·
~ ~WEO & APPROVED
c •
'.. '09!f§ 'I"R fr'R¢T9!!D
DATE
r,..,, '~' Def,..,., Ol'ttYIO 11"4...,..... '"~'-" W\G ~ "* ,._....,..,....., 10 ~ ....,.,... ...,._.. 01........, ,.,..,..,._.. r"-• 'lOOt' ·• ~tat 11'\oe •• ,.~.~, ..... 1o1M Oil,... C:ltentto ~ •1•1 aodf .. leG My 1110f0$,.cl0"1 0(1 ""' ,._,, 0t 111M 0111\tll..a.DolaiOf'Y I,...,.. IIQf ....,"*"" 01 OWOWC,.., DW~ Wt~ll.,.lf'IOt•llltOI" ·I 04'0t\•C·IeQ \
' I.
-iZ
~
~ Q's~ ·""' CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-007
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-4-S4 (soil)
EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AftD AftOCLOR DATA SHEET Alpha-BHC
Beta-BHC
Delta-BHC
Gamma-BHC (Lindane)
Heptachlor
Aldrin
Heptachlor Epoxide
Endosulfan I
Dieldrin
4,4' - ODE
Endrin
Endosulfan II
4,4' - DOD
Endrin Aldehyde
uq/kq
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<10
<10
<10
<10
<10
II; ••••••••
Endosulfan Sulfate
4,4' - DDT
Methoxychlor
Endrin Ketone
Chlordane
Toxaphene
Aroclor - 1016
A.roclor - 1221
A.roclor - 1232
Aroc1or 1242
Aroclor - 1248
Aroclor - 1254
Aroclor 1260
< Denotes compound vas not detected above the value indicated.

I , I
,f / I. , . /·, ., ' "
Ai'jALYST
ug/kg
<20
<20
<40
<20
<100
<100
<30
<30
<30
<30
2250
<30
<30
T'lll•l r-..otr ...,, • .,., oruy lD .._ ....._.. u• 111 1...0.,.-.. t"'GG "-C....,Hy...., 10..., ._,....,._._...or.......,"'...,,.,. TPtte teoDfl•l .... ~.a tot 11'\e ••c .... ., ...

WM Of ll'\oe CltentiO •"'O'ft .t •I aoclr .... My feot'OCiwCIIOI'I of rt"'ll ,._,.,Of UM Olll'kll.ADOr...., In.,.. tar....,....,. Of CIIUO'<..., DWI .... ...._,. hiW'Ot•l.., •I ptOf'I•Otted .,
I
I
~
E.MIC'I .

L
~ ~
sr,o ·- •• . CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-008
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-4 (S-5,S-6,S-7,S-8 Composite) (soil) EPA METHOD 8080 PRIORITY POLLUTANT PESTICIDE AND AROCLOR DATA SHEET uq/kq uq/kq
Alpha-BHC <5.0 Endosulfan Sulfate <20
Beta-BHC <5.0 4,4' - DDT <20
Delta-BHC <5.0 Methoxychlor <40
Gamma-BHC (Lindane) <5.0 Bndrin Ketone <20
Heptachlor <5.0 Chlordane '(100
Aldrin <5.0 Toxaphene <100
Heptachlor Epoxide <5.0 Aroclor - 1016 <30
Endosulfan I <5.0 Aroclor - 1221 <30
Dieldrin <5.0 Aroclor - 1232 <30
4,4' - DOE <10 Aroclor - 1242 <30
Endrin <10 Aroclor - 1248 510
Endosulfan II <10 Aroclor - 1254 <30
41 4 I - DOD <10 Aroclor - 1260 <30
Endrin Aldehyde <10
< Denotes compound was not detected above the value indicated. /
r' I . -- · :.
' ·/ 4 ·,
olNolLYST
fl'\,1 ,._,, ,_,,..,, Of"l., '0 rf'\1....,.....,., ........... .,. aoee "01 ,.._.....,_.,. __.., • ._ ._.,.,..,...,... ,......., ,....,..,... Tf\te ,..,., •I ~tot""'- eac~a•ve tJM 01 ""'- Cl .. ,.,. SO~ rt •I ecldf ...... My tiO'octwc:IIOt'l ot tt\4 teoatl 01 YM Olli"'l LADOI'_., I"'.,... lOt ............ 01 ~~ty Ptofi'PQeR ~ &..,cr.ot•J&POI"'. •I PIOin•OtleG ~
-~~ ~ s~, CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-009
03/05/87
03/06/87
1240402 Bixby Ranch Comp_any - IT-3 W-1 (liquid)
EPA METHOD 608 PRIORITY POLLUTANT PESTICIDE AftD AROCLOR DATA SHEET uq/1 ug/1
Alpha-BHC <0.04 Endosulfan Sulfate <0.2
Beta-BHC <0.04 414 I - DDT <0.2
Delta-BHC <0.04 Methoxychlor <0.4
Gamma-BHC (Lindane) <0.04 Endrin Ketone <0.2
Heptachlor <0.04 Chlordane <2.0
Aldrin· <0.04 Toxaphene <2.0
Heptachlor Epoxide <0.04 Aroclor - 1016 <0.8
Endosulfan I <0.04 Aroclor - 1221 <0. 8
Dieldrin <0.04 Aroclor - 1232 <0.8
4,4' - DOE <0.1 Aroclor - 1242 <0.8
Endrin <0.1 Aroclor - 1248 3.2
Endosulfan II <0.1 Aroclor 1254 <0.8
41 4 I - ODD <0.1 Aroclor - 1260 <0.8
Endrin Aldehyde <0.1
< Denotes compound vas not detected above the value indicated. "\
I
I

ANALYST
/
. - , --1 I . ,·.. ... -:1 ...
~ ~ ~VIEWED & APPAQVED
~CZ!III5i1'""S~
DATE
Tl'\•lleoDf'l oetiAII'II Ol'lly 10""' ~ '"~ Al'\4 ooe. ~ ~fta,lttty ICIIOfY 10-- ...,.,.., ..-..c .. 01 ~., l'f\MIIfl ... Tf'Me reoort •• ~ fOf 11"14 ••ch .. l·v· wM Of '"'• Cltent '0 •""'m 11•1 aoot•lecl Ally reot-...:ttOt'l 01 tr111 teootf 01 wM Of tf'MI LaGGtUDt"J I n.,.ICW _,..,.,,~ 01 ~•fY ~· ~~ a4.1CP"Ot•.E&It0t'\ •I QIOI'\•O•Ia.o I

CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE: .

DATE SAMPLE REC'D:

INVOICE NO.:
706518-012
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-4 W-1 (liquid)
EPA METHOD 608 PRIORITY POLLUTANT PESTICIDE AMO AROCLOR DATA SHEET uq/1
Alpha-BHC <0.04 Endosulfan Sulfate
I
Beta-BHC <0.04 4,4' - DOT
Delta-BHC <0.04 Methoxychlor
Gamma-BHC (Lindane) <0.04 Endrin Ketone
Heptachlor <0.04 Chlordane
Aldrin <0.04 Toxaphene
Heptachlor Epoxide <0.04 Aroclor - 1016
Endosu1fan I <0.04 Aroclor - 1221
Dieldrin <0.04 Aroclor - 1232
4,4' - DOE <0.1 Aroclor 1242
Endrin <0.1 Aroclor - 1248
Endosulfan II <0.1 Aroc1or 1254
4,4' - DOD <0.1 Aroclor - 1260
Endrin Aldehyde <0.1
.-: .. ······#·
< Denotes compound was not detected above the value ind lc·ated. · ANA~YST
r / I
/
uq/1
<0.2
<0.2
<0.4
<0.2
<2.0
<2.0
<0.8
<0.8
<0.8
<0.8

1.6 <0.8
<0.8
r""' tegorr Dlef'•'"' otuy 10 ll'le ~ ,,.........., .,... dJOee l'tOI f"'et .... .,..., to.....,....,.,.., ..-...cal •.........,. ,....., ... Tl'\ta reoon •• ~..,tor 11'\e ••c:'~.ta. ... e ,. .. or ff'\4 c:••enrro -"'m •t•t aoor ...... Any reoroduettOI" ot W\11 ,._,,or wM ot .,.. ... ..,......, 1 ,.,...lOt......,.,"..,._. or ~~ry """ooeee ··~ •w&ftOt•l:elrot\ ,, cwon•o•r-., \
'
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derlan Avenue
Irvine, CA 92714
ATTN: Hr. John Audlnis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-001
03/05/87
03/06/87
- IT-1A-
EPA MITHODS 624/8210 VOLATILE POLLUTANTS DATA SHEET
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
Carbon Disulfide
1,1-Dlchloroethene
1,1-Dichloroethane
Trans-1,2-Dichloroethene
Chloroform
1,2-Dichloroethane
2-Butanone
1,1,1-Trlchloroethane
carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
mq/kq
<0.5 *
<0.5
<0.5
<0.5
<0.2

1.9 '
<0.2
<0.2
<0.2
<0.2
<0 .. 2
<0.2
<0.5
,<_Q ~-2 ·
<0.2
<0.5
<0.2
., :
1,2-0!chloropropane
Trans-1,3-Dich.i.oropropene
Tr!chloroethene
Dibromochloromethane
1,1,2-Trichloroethane
Benzene
cls-1,3-Dichloropropene
2-Chloroethylvinyl ether
Bromoform
4-Hethyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
lthylbenzene
Styrene
Total Xylenes
* Hiqher detection limits due to presence of hydrocarbon~ (11 ~pm). < Denotes compound vas not detected above the value indicated. - I )
' .. - ..--

ANALYST
I. /; . I
';J/;.1/
~ / '/ ;ok,w., ... ;.,.,.,
DATE
mg/kg
<0.2
<0.2
<O. 2 -
<0.2
<0.2
<0.2
<0.2
<0.5
<0.2
<0.5
<0.5
<0.2
<0.2

0.41 <0.2
<0.2
<0.2

0.65 T"''' rlfOOtt Qefta.ne on1y 10 me·~~ .... ........., w oaes "'OI"''ee....,,t'f....., 10 __. ._..,.,., .,.,.. .. 01 ~ ,..,...,'61'e no.. reoort ·• a,wom.nea tott,... ••c'"'''•• wM Of lf'lre Clr..,IIQ wi"!!fP' It •1140t .. aecl My teot00,Cit0f'l 01 11"1•1 r~l OIIJM Olftll L.eDC11810f'Y I".,. tor...,....,,,..,.. 01 ~tCtty Dwtoo-e ~~ a ... tr'IOt•lAifQf'l I S)'Ot\•C•Ie<a 11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporaticm
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-002
03/05/87
03/06/87
1240402 Blxbv Ranch Comcanv- IT-1A-S-4 l~oll\
EPA MITHODS 621/8210 VOLAfiLI POLLUTANTS DATA SHIBT
Chloromethane
Bromoaethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
carbon Disulfide
1,1-Dlchloroethene
1,1-Dichloroethane
Trans-1,2-Dlchloroethene
Chloroform
1,2-Dlchloroethane
2-Butanone
1,1,1-Trlchloroethane
carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
llg/kg
<0.01
<0.01
<0.01
<0.01
<0.005

0.11 <0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<C -• .01·-; •
<0.005
<0.005
<0.01
<0.005
1,2-Dichloropropane
Trans-1,3-Dlcn~oropropene
'l'richloroethene
Dibromochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-Dichloropropene
2-Chloroethylvlnyl ether
Broaofora
1-Hethyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrach1oroethane
Toluene ·
Chlorobenzene
lthylbenzene
Styrene
Total Xylenes
< Denotes compound vas not detected above the value indicated.

ANAI.'I'ST ~~ • REVIEWEO & APPROVED
. ae.:AL--~
DATE
mq/kg
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.01
<0.005
<0.01
<0.01
<0.005
<0.005

0.28 <0.005

0.09 0.11

0.18 I /
c..· ... I
1-
Tl'\,1 teootl Clefllll,l QtUy IO ""- latftO'el ,,..,....,..., Af'CI 00.. not,._....,..., 100fY 1D-., ...,...., ..-.....eM 01 "'"..., m ... ta~a T .... l teoDfl•l ~eG 101 tf'lle eae1"" ... "e .., .. Oil 11\e C:l...,l k) -"''O'ft •l•t AOGI .. ..., _.,., teotOO.,CIIOI\ orllfttl t..XWIOt wM ollntt Leoot'IIOI'y ,,.,..tor ..,.,1•"""901 ~~ DWI ..... ~ 1-..rftOt•IIIIOf"' •I QIOf'I•O•IeG \
-~ ~
~ "''~ ·"" CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-003
03/05/87
03/06/87
1240402 Bixby Ranch Comganv - IT-2 (S-2,9-3 Comgosite) (soil) EPA KITHODS 624/8240 VOLATILB POLLUTANTS DATA SHEBT
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
carbon Disulfide
1,1-0ichloroethene
1,1-0ichloroethane
Trans-1,2-0ichloroethene
Chloroform
1,2-0lchloroethane
2-Butanone
1,1,1-Trlchloroethane
carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
ma/kq
<0.05 *
<0.05
<0.05
<0.05
<0.02

0.51 <0.02

0.29 <0.02
<0.02
<0.02
<0.02
<0.05
<0.02
<0.02
<0.05
<0.02
1,2-DicbloroprQPane
Trans-1,3-Dlchloropropene
Trichloroethene
Dibroaochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-Dichloropropene
2-Chloroethylvlnyl ether
Bromo fora
4-Methyl-2-Pentanone
2-~exanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
lthylbenzene
Styrene
Total Xylenes
* Higher detection limit due to presence of hydrocarbons (4.7 ppm). < Denotes compound vas not detected above the value indicated.

ANALYST
/
' (' / ..
mg/kq
<0.02
<0.02

0.10 <0.02
<0.02
<0.02
<0.02
<0.05
<0.02
<0.05
<0.05
<0.02
<0.02

0.34 <0.02

0.045
<0.02
<0.02
T"''' 'eoDfl _.,.,,. 01'11., to trill...._.."'.........., 8l'ld e10et 1"011 "'-C....,My...., • _.., ...._.,., ...,_., 01 ..,.._., ~·a~e Tl'\te reoott •I ~rttM tot,,.,. ecc:•~o~&.o•• wM 01 me Cl•ettt to -'0"'1 .. •I aciOf...-.G My reot~hOI'I Of 11'\tl ,...,, 01 wM Of""'' L.aooteeory 1 ".,....tor llltfet'llaw"t 01 QI.A6<•,... pw~....,. ~ autf'IOI•I~IoQt'l •I OtOI'I•O•IeG I
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-004
03/05/87
03/06/87
1240402 Bixb IT-2-S-5 (soil
EPA METHODS 624/8240 VOLATILE POLLUTAffTS DATA SHIBT
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
Carbon Disulfide
1,1-Dichloroethene
1,1-Dichloroethane
Trans-1,2-0ichloroethene
Chloroform
1,2-0lchloroethane
2-Butanone
1,1,1-Trichloroethane
carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
mg/kg
<0.01
<0.01
<0.01
<0.01
<0.005

0.052
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.01
<0.005
<0.005
<0.01
<0.005
1,2-Dlchloropropane
Trans-1,3-Dicnl~ropropene
Trichloroethene
Dlbromochloromethane
1,1,2-Trlchloroethane
Benzene
cis-1,3-Dlchloropropene
2-Chloroethylvlnyl ether
Bromoform
4-Methyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
Bthylbenzene
Styrene
Total Xylenes
< Denotes compound vas not detected above the value indicated. -_,! I
'/
/:/ >P
mq/kg
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.01
<0.005
<0.01
<0.01
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
T,,, t-oot I Qlllf'IA1n1 Qnly 10 1"- ~ .,._..........., II'CI OQeai"'CCli"'IIC..., .. Iitflti/IY '0--....,.,., .....-cat 01 ..,.,.,.., malefl ... T ...... a r-oort•l WOft"tned fOt lf\e e•C:Iul•ve 1o1M Of 11\e ~1..,110 w'""''tft tl •I aodf'M-...d My teotOOUCbOI'I Of m11 reoott 01 uM OIIPMI L.aDofaiOf"Y I,.,_.., ..,..,11~~\~Q Qt gwOt<tl'f' £Nt~ ••~llurf'IOi'•l&IIOt\ •I ptOI'hC•I~ -JZ
'r"E.MIC,4
~
·~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. ,John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
706518-005
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-3-S-2 (soil)
EPA HBTHODS 624/8210 VOLATILI POLLUTAftTS DATA SHBIT
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
carbon Disulfide
1,1-Dichloroethene
1,1-Dichloroethane
Trans-1,2-Dichloroethene
Chloroform
1,2-Dichloroethane
2-Butanone ·
1,1,1-Trichloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
mg/kg
<0.01 *
<0.01
<0.01
<0.01
<0.005

0.89 0.038
<0.005
<0.005
<0.005
<0.005
<0.005
<0.01
<O .• Jl0.5 •
<0.005
<0.01
<0.005
1,2-Dlchloropr9pane
Trans-1,3-Dic~loropropene
Trlchloroethene
Dlbroaochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-Dlchloropropene
2-Chloroethylvlnyl ether
Bromoform
4-Hethyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene ·
lthylbenzene
Styrene
Total Xylenes
mg/kg
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.01
<0.005
<0.01
<0.01
<0.005
<0.005

1.8 <0.005

0.15 <0.005
<0.005
* Higher detection limits due to presence of hydrocarbons (9.1 ppm). < Denotes compound vas not detected above the value indicated. ,f
ANAlYST
I . I ,
I I I ' ._,r;;
~~~ . /i"· I .
. /
TJ\•t tiOJOtl Dlet~"'l Ot'lty 10 ... ~ lft~tecil and 0C11ee "'01 nee....,.,._., ..... ....,.,.,..,~ .. Of..,._.,~~- T.._e reoort•t 14.10tn•neG lOt 11'\4 eacnotl•we

1.,1M OII'P\e Cl..,_. 10 ~t4 •I aodt .. ..O .41'\y ,..,a...ctiOf" of ll'ltl teoDtl 01 wM Oftftt8 La00taaot'Y I r'\a'ftelcw .._,.,...,..Of ~l.fy DufCIIQMe ~164.ftf'IOI•lllt0f'l•l giOI'I•O•Ie-a \
!
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM: IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
706518-006
03/05/87
03/06/87
EPA MITHOOS 624/8240 VOLATILB POLLUTANTS DATA SHBIT
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride.

Acetone
Carbon Olsulflde
1,1-Dlchloroethene
1,1-Dichloroethane
Trans-1,2-Dichloroethene
Chloroform
1,2-Dlchloroethane
2-Butanone
1,1,1-Trlchloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
mg/kg
<0.5 *
<0.5
<0.5
<0.5
<0.2
<0.5
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.5
<0.2 '<'{)·.··2 0
<0.5
<0.2
1,2-0ichloropropane
Trans-1,3-Dlch~oropropene
Trichloroethene
Dlbromochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-Dlchloropropene
2-Chloroethylvlnyl ether
Bromoform
4-Methyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
Bthylbenzene
Styrene
Total Xylenes
mg/kg
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.2
<0.5
<0.2
<0.5
<0.5
<0.2
<0.2

0.55 <0.2
<0.2
<0.2
<0.2
• Higher detection 11a1ta due to presence of hydrocarbon~~ (9.9 ppm). < Denotes compound vas not detected above the value indicated. /
I /·. /0 .. ~:~/
0 -/·
A~jALYIT
T,..,, regotl a.tta•"l Qt'lly '0 .... ~.,..~&I'd OGel no1 ,._....,..,-..,WI «*'ef IOOW~ Olt'*C .. 01 ..,.. .. ., l"ft.a..,, ... T~ reoott •I kiOI"''•f\ed fot rf"4 eac:'"'''ve ~otM Of~ Cl..,-.1 10 -"'m •l•tiOOf .... Any reorOOYciiOI'I 01 "''' tecl:lfl Of 1o1M of 11'\41 '-IOOf'Mory I,.,.... .. .....,ft~ Of pwoMC~ .,..,., .... ~lawtf'\Ot•ZIIIOI" •I Pf'OI'\•0•1~ -~ ~
~ ~r~.~~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
706518-007
03/05/87
03/06/87
1240402 Bixby Ranch Company - IT-4 S-4 (soil)
EPA METHODS 624/8240 VOLATILI POLLUTANTS DATA SHBBT
Chloromethane
Bro~aomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
carbon Disulfide
1,1-0lchloroethene
1,1-Dichloroethane
Trans-1,2-0ichloroethene
Chloroform
1,2-0lchloroethane
2-Butanone
1,1,1-Trlchloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
mg/kg
<0.05 •
<0.05
<0.05
<0.05
<0.02

0.47 <0.02
<0.02
<0.02
<0.02
<0.02
<0.02
'< O·~··OS' •
<0.02
<0.02
<0.05
<0.02
1,2-0lchloropropane
Trans-1,3-Dic~loropropene
Trlchloroethene
Oibromochloromethane
1,1,2-Trlchloroethane
Benzene
cls-1,3-0ichloropropene
2-Chloroethylvinyl ether
Bromoform
4-Hethyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
Bthylbenzene
Styrene
Total Xylenes
* Hiqher detection limit due to presence of hydrocarbons (3.0 ppm). < Denotes compound vas not detected above the value indicated. /
,. I
/ .
! I /
~·

ANALYST
I
'<' / I
./.
mq/kg
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.05
<0.02
<0.05
<0.05
<0.02
<0.02

0.37 <0.02

0.16 <0.02

0.39 TPtut tltOOfl pei'IArnt Of'\ty to,._....,.,.,.._~~ ancl QOeSI'\Cie l'leee...,tty...., 10 ~ ICIOef.,., dlf'*C .. 01 ...,....., ,..., .. f ..... reoott ~ l\ol0tnrf1ed lOt I~ I&CI~o~l•vl wMOit"'' Cloent IO -"''O'ft rf•l .oot.....O Any teor~ttOI'tOII,rt teootl 01 wM oftrMI LaDDI ..... I n ..... IIQr ol4¥erftt,tl'901 ~lf'f' ~ ~ Awt1"10f•lAioQt\ •I ~0/"•0•1.,_, \
j.
~
~ ),,, _, CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'O:

INVOICE NO.:
706518-008
03/05/87
03/06/87
1240402 Blxb~ Ranch Com~an~_- IT-4 (S-5,S-6,S-7,S-8 Composite) (soil) EPA METHODS 621/8210 VOLATILB POLLUTAftTS DAtA SHEET
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
carbon Di~ulflde
1,1-Dlchloroethene
1,1-Dlchloroethane
Tran~-1,2-Dichloroethene
Chloroform
1,2-Dlchloroethane
2-Butanone
1,1,1-Trlchloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromodlchloromethane
mg/kg
<0.05
<0.05
<0.05
<0.05

0.26 *

0.31 *
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.05
<0.02
<0.02
<0.05
<0.02
* Pre~ent in laboratory blanks
1,2-Dichloropropane
Trans-1,3-Dlchloropropene
Tr1ch1oroethene
Dlbromochloromethane
1,1,2-Trichloroethane
Benzene
ci~-1,3-Dichloropropene
2-Chloroethylvinyl ether
Bromoform
1-Methyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrachloroethane
Toluene ·
Chlorobenzene
lthylbenzene
Styrene
Total Xylene~
< Denotes compound vas not detected above the value indicated. /
I
I
:·
I
~/ I /) -.=./
/
ANAlYST
mq/kg
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.05
<0.02
<0.05
<0.05
<0.02
<0.02

0.60 /
<0.02

0.36-'
<0.02

1.7r
/
r,_., repott gerra.na only 10 .,._,. ~ "' ......... .,., 0D1H ,._,."'-C.....,...,._., • ..... .._.,..., ......._.. 01..,...., ~ .... T,._ tlrPOfl •I ~IC'1ecl Jot ..... ••c•~-.. .. • ~o~M oll'f'>4 CI..,IIO ~It •t ...., ...... My reprOduC:hOft olllf'MI ,....,, 01 ~o~M 01111\ta LaDOtMCWy a n.,...lol...,.,•e.f"t or pWOMC..., I>WICI!Oeee ~• awlf\Of•lAhOI"'' ·• gtOI'I•O•IeG -?:£rn
E.MIC-4
L
~ " s,-'" - •• CHE/tflCAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213)598-0458
STANTON, CA 90680 (714) 898-6370
IT Corporation
F~OM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATU~E OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE ~EC'D:

INVOICE NO.:
706518-011
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-3, W-3 A & B (liquid)
EPA METHODS 624/8240 VOLATILE POLLUTANTS DATA SHEET
ggLl
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
Carbon Disulfide
1,1-Dichloroethene
1,1-Dichloroethane
Trans-1,2-Dlchloroethene
Chloroform
1,2-Dlchloroethane
2-Butanone
1,1,1-Trlchloroethane
carbon Tetrachloride
Vinyl Acetate
Bromodichloromethane
<10
<10
<10
<10
<5
37 <5
<5
<5
<5
<5
<5
<10
<5
<5
<10
<5
1,2-D1ch1oropro~ane
Trans-1,3-Dichloropropene
Tr 1ch1oroeth4me
Dibromochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-Dichloropropene
2-Chloroethylvinyl ether
Bromoform
4-Methyl-2-Pentanone
2-Hexanone
Tetrachloroethene
1,1,2,2-Tetrach1oroethane
Toluene
Chlorobenzene
Ethyl benzene
Styrene
Total Xylenes
< Denotes compound was not detected above the value indicated. /-·
ygL,!.
<5
<5
<5
<5
<5
<5
<5
<10
<5
<10
<10
<5
<5
140
<5
40 <5
220
r,.,., 'eoot' DettAM"'I onty 10 .,_ ~· ,,..<w ......... It'd ooee 1"01 ....c....,a~y....., to.....,...,...., tdefWCa6 01 ...,ww ,....,~ Tl'\ta reocwt ·• --.o,,·.,necs 101 ,,. ••c:•l.l•••• 1o1M ollf\e Cl.,t IO _,.... 11 •I aOOt..._.., My t110f00...CIO"' of W\11 teoDrl 01 \IM 01 ~~ LaootMOty I n ... IOt ectwWtt~ Of g..,.ol<•r.., p..,t~ ~I awii"!!t•lAIIQt'l I r>t~•O•t.C 11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT corporation
FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-014
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-4, W-3 A & B (liquid)
EPA METHODS 624/8240 VOLATILE POLLUTANTS DATA SHEET
Y.9Llt.

Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Methylene Chloride
Acetone
Carbon Disulfide
1,1-Dtchloroethene
1,1-Dichloroethane
Trans-1,2-Dlchloroethene
Chloroform
1,2-Dlchloroethane
2-Butanone
1,1,1-Trichloroethane
Carbon Tetrachloride
Vinyl Acetate
Bromod1chloromethane
<50
<50
<50
<SO
<20
<50
<20
<20
<20
<20
<20
<20
<50
'<·2Q· .'· '
<20
<50
<20
1,2-0ichloroprqpane
Trans-1,3-0lchloropropene
Trichloroethene
Dibromochloromethane
1,1,2-Trichloroethane
Benzene
cis-1,3-0lchloropropene
2-Chloroethylvlnyl ether
Bromoform
4-Hethyl-2-Pentanone
2-Hexanone
Tetrach1oroethene
1,1,2,2-Tetrachloroethane
Toluene
Ch1orobenzene
Bthylbenzene
Styrene
Total Xylenes
< Denotes compound vas not detected above the value indicated . ......... /-
ANA~YST ~ REIIIIWEO & APPROVED
c •
·. ·oe!SOL-=~
DATE
~
<20
<20
<20
<20
<20
<20
<20
<50
<20
<50
<50
<20
<20
<20
<20
35 <20
35 r,,, teoott o.t,.,,, on•y ~ rr..e ~ ..,_,.._......,.,..., CIIOrell noe ,.._....,..,....., • Oil'* ...,.,....IIOII'*C., or..........,,.,...,..,, TP'WI reoort ·• ~lft.a tot me eac•u•••• uM 01 11'\e Cl•enltO •ro..otn •I •I aodi--...G My f~QCliwcbQI'I 01 tftil ,...,, 01 ~M 01 tt"Mil611Dfa101Y I ,.,..lOt IIO'wet.,..,. Of ~.Crfy QI¥CIIIOMI ••~ at.~d"'IO•Iat.on •I I)IOI'•D•Ie<t I

CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370

LABORATORY
REPORT
FROM: IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:
706518-001
03/05/87
03/06/87
INVOICE NO.:

EPA METHOQS SEMI-VOLATILI POLLUTANTS DATA SHEET
mg/kg
Phenol <0.7 Acenaphthene
bis(-2-Chloroethyl)Ether <0.7 2,4-Dlnltrophenol
2-Chlorophenol <0.7 4-Nltrophenol
1,3-0lchlorobenzene <0.7 Oibenzofuran
1,4-0ichlorobenzene <0.7 2,4-Dinltrotoluene
Benzyl Alcohol <0.7 2,6-0lnltrotoluene
1, 2-0lchlorobenzene <0. 7 Olethylphthala·te
2-Methylphenol <0.7 4-Chlorophenyl-phenylether
bis(2-chloro1sopropyl)lther <0.7 Pluorene
4-Hethylphenol <0.7 4-Nltroanillne
N-Nitroso-01-n-Propylamine <0.7 4,6-Dlnitro-2-Hethylphenol Hexachloroethane <0.7 N-Nltrosodlphenylamine (1)
Nitrobenzene <0.7 4-Bromophenyl-phenylether
Isophorone <0.7 Hexachlorobenzene
2-Nitrophenol <0.7 Pentachlorophenol
2,4-Dlmethylphenol <0.7 Phenanthrene
Benzoic Acid <3 Anthracene
bisC-2-Chloroethoxy)Methane <0.7 Di-n-Butylphthal~te
2,4-Dlchlorophenol ·-·~<b., Pluoranthene
1,2,4-Trlchlorobenzene <0.7 Pyrene
Naphthalene 0.7 Butylbenzylphthatlate
4-Chloroanillne <0.7 3,3-Dlchlorobenzidlne
Hexachlorobutadiene <0.7 Benzo(a)Anthracene
4-Chloro-3-Hethylphenol <0.7 bis(2-Ethylhexyl)Phthalate 2-HethylnaphthAlene 0.8 Chrysene
Hexachlorocyclopentadlene <0.7 01-n-Octyl Phthalate
2,4,6-Trichlorophenol <0.7 Benzo(b)Pluoranthene
2,4,5-Trlchlorophenol <0.7 Benzo(k)Pluoranthene
2-Chloronaphthalene <0.7 Benzo(a)Pyrene
2-Nitroanillne <3 Indeno(1,2,3-cd)Pyrene
Dimethyl Phthalate <0.7 Dlbenzo(a,h)Anthracene
Acenaphthylene <0.7 Benzo(g,h,l)Perylen~
3-Nltroanlline <3 ( , 1
<Denof:~ compound vas not detected above the value in~,~~d. / ANALYST ~ Rli!VIEWED l APPROVED.
' ' . -~'POR~
DATE
mg/kg
<0.7
<3
<0.7
<0.7
<0.7
<0.7
<0.7
<0.7
<0.7
<3
<3
<0.7
<0.7
<0.7
<3
<0.7
<0.7
<0.7
<0.7
<0.7
<0.7
<1
<0.7

4.9 <0.7

2.7 <0.7
<0.7
<0.7
<0.7
<0.7
<0.7
I
TJ'\ol ,._,, oetl.&lf"'l Of''Y 10 ftl .......... •" ......... .,_, ooee "- ,_....,.., ltl/fi/IIY. __, ..... ~ ......... Clf ..,._., ~"*- TP\tl riOOft •I -..DI"'Iftea tor rt'\4i lacr~a·,.• ~otN of .... Cl~l '0 ~ •I •I eGO' ...-.eli Af"'y ,..,00\lettOf" 01 1'ftlat-.rt 01 ~o~M OIIPMel.a.IIOteiOI"f I I'\ .... lOt ed'Wet....,. 01 ~Iff OWIDQeee ~ l~oot~rt'IOt•l&IIOI'I •I 0101'1•0•1.0

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM: IT corporation
17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-002
03/05/87
03/06/87
EPA METHOQS 625/8270 SIMI-VOLATILE POLLUTJMTS DATA SHEET Phenol
bis(-2-Chloroethyl)lther
2-Chlorophenol
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Benzyl Alcohol
1,2-Dichlorobenzene
2-Methylphenol
bis(2-chloroisopropy1)1ther
4-Hethylphenol
N-Nitroso-01-n-Propylamine
Hexachloroethane
Nitrobenzene
Isophorone
2-Nitrophenol
2,4-0imethylphenol
mq/kq
<0.3 Acenaphthene
<0.3 2,4-Dlnitrophenol
<0.3 4-Nitrophenol
<0.3 Dibenzofuran
<0.3 2,4-Dinitrotoluene
<0.3 2,6-Dlnltrotoluene
<0.3 Diethylphthala~e
<0.3 4-Chlorophenyl-phenylether
<0.3 Fluorene
<0.3 4-Nltroanlllne
<0.3 4,6-Dlnitro-2-Hethylphenol
<0.3 N-Nltrosodiphenylamine (1)
<0.3 4-Bromophenyl-phenylether
<0.3 Hexachlorobenzene
<0.3 Pentachlorophenol
<0.3 Phenanthrene
<1 Anthracene Benzoic Acid
bis(-2-Chloroethoxy)Hethane
2,4-Dlchlorophenol
1,2,4-Trichlorobenzene
Naphthalene
, .... ~0.13, Dl-n-Butylphtha1,te
4-Chloroaniline
Hexachlorobutadlene
4-Chloro-3-Methylphenol
2-Methylnaphthalene
Hexachlorocyclopentadlene
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Chloronaphthalene
2-Nltroaniline
<0.3 1P1uoranthene
<0.3 Pyrene

0.5 Butylbenzylphthatlate
<0.3 3,3-Dlchlorobenzldlne
<0.3 Benzo(a)Anthracene
<0.3 b1s(2-Ethylhexyl)Phthalate

0. 4 Chrysene
<0.3 01-n-octyl Phthalate
<0.3 Benzo(b)Pluoranthene
<0.3 Benzo(k)Fluoranthene
<0.3 Benzo(a)Pyrene
<1 Indeno(l,2,3-cd)Pyrene
<0.3 Dibenzo(a,h)Anthracene
<0.3 Benzo(g,h,1)Pery1ene
Dimethyl Phthalate
Acenaphthylene
3-Nltroanillne
<Denotes compound was not
<1
detected above the value in~~~/~
--------------------------------------------------ANALYST ~ { R€VJEWEC & APPROViC ' .
. '091!5j"' ,.,~
DATE
mq/kq
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<1
<0.3
<0.3
<0.3
<1
_;

0.4 <0.3
<0.3

1.0 0.7
<0.3
<0.6
<0.3
<0.3

0.2 0.6
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
I
T"''l t~l "*1&11"11 Ot"'ty '0,.,....,....... lf"' ............ M"d ooet noi"-C....,.,-'¥ 10 _.., ._...., ~ 01 ....... ~~- T .... t.OCWI•I ~tot tr\e e1C:I~ .. ..,. ~.~ .. Ollf'lie C' .. "'''o ~ ,,,, ...___. ...,, ,_.OOWGflOf' o1 ""',...,,or wee 01-., ..._,..,., 1 "'*"'-tar..,....,... Ot owea<.., ......... ..,.._,. ~., .. .., ·• DrCW\1011\eG -~ ~
~ •l's:.:..:.;,:.; .~" CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-003
03/05/87
03/06/87
t240402 Bixby Ranch Company - IT-2 (S-21S-3 Comp~site) (soil) EPA METHODS 625/8270 SEMI-VOLATILE POLLUTANTS DATA SHEET Phenol
bis(-2-Chloroethyl)Ether
2-Chlorophenol
1,3-0ichlorobenzene
1,4-0ichlorobenzene
Benzyl Alcohol
1,2-0ichlorobenzene
2-Hethylphenol
bis(2-chlorolsopropyl)lther
4-Hethylphenol
N-Nitroso-01-n-Propylamlne
Hexachloroethane
Nitrobenzene
Isophorone
2-Nitrophenol
2,4-Dlmethylphenol
Benzoic Acid
bis(-2-Chloroethoxy)Methane
2,4-Dlchlorophenol
1,2,4-Trichlorobenzene
Naphthalene
4-Chloroanlline
Hexachlorobutadlene
4-Chloro-3-Hethylphenol
2-Hethylnaphthalene
Hexachlorocyclopentadlene
2,4,6-Trichlorophenol
2,4,5-Trlchlorophenol
2-Chloronaphthalene
2-Nltroanillne
Dimethyl Phthalate
Acenaphthylene
mq/kq
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3

0.4 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<0.3

0.3 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<1
Acenaphthene
2,4-Dlnltrophenol
4-Nltrophenol
Dlbenzofuran
2,4-0inltrotoluene
2,6-Dlnitrotoluene
Olethylphthal&te
4-Chlorophenyl-phenylether
Fluorene
4-N1troan111ne
4,6-0inltro-2-Hethylphenol
H-N1trosod1phenylamine (1)
4-Bromophenyl-phenylether
Hexachlorobenzene
Pentachlorophenol
Phenanthrene
Anthracene
Dl-n-Butylphthalate
ll'luoranthene ·
Pyrene
Butylbenzylphthatlate
3,3-Dlchlorobenzldlne
Benzo(a)Anthracene
bls(2-Ethylhexyl)Phthalate
Chrysene
01-n-Octyl Phthalate
Benzo(b)ll'luoranthene
Benzo(k)ll'luoranthene
Benzo(a)Pyrene
Indeno(l,2,3-cd)Pyrene
Olbenzo(a,h)Anthrace~
Benzo(g,h,i)Perylentf
3-Nitroaniline
<Denotes compound was not detected above the value
'; r:-.
~ . li!IVIEWEO & Allll~VEO
~CICJI!CiM""S~~
OATE
mq/kg
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<1
<0.3
<0.3
<0.3
<1
<0.2
<0.3
<0.3
<0.3
<0.3
<0.3
<0.6
<0.3

4.1 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0~3
<0.3
TP\41 r-.:aort Cllllt&tne 01'\ty to lfW ....,.,.....nv......-o Wid ooea 1"101 ~...,.,_.,._._.....,.,...,~ .. or~,....., .... T .... teootl•l a.c..Dtft~ lOt me IICt~lolwl 1o1M 0111\e CI.,IIO ~ •t •I ........ My reotQOucnot" Oi! IP'HI tiiCIOfl OI""M 01.,_ I.ADOIMOt'y In.,... lot ~h~ Of DUO'<tfy CIIMPQeel ~I a .... U'IOI•la•aot'l •I Qt/Ot'I•O•~

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corporation
17~61 Derian Avenue
Irvine, CA 9271~
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-00~
03/05/87
03/06/87
EPA METHODS 625/8270 SEMI-VOLATILE POLLUTANTS DATA SHEET Phenol
bis(-2-Chloroethyl)Ether
2-Chlotophenol
1,3-Dichlorobenzene
!,~-Dichlorobenzene
Benzyl Alcohol
1,2-Dichlorobenzene
2-Hethylphenol
bis(2-chloro1sopropyl)Bther
4-Hethylphenol
N-Nitroso-01-n-Propylamine
Hexachloroethane
Nitrobenzene
Isophorone
2-Nltrophenol
2,4-Dimethylphenol
Benzoic Ac ld
bis(-2-Chloroethoxy>Methane
2,4-Dlchlorophenol
1,2,4-Trichlorobenzene
Naphthalene
~-Chloroanlline
Hexachloro'butad lene
~-Chloro-3-Hethylphenol
2-Hethylnaphthalene
Hexachlorocyclopentadiene
2,4,6-Trlchlorophenol
2,4,5-Trichlorophenol
2-Chloronaphthalene
2-Nitroaniline
Dimethyl Phthalate
Acenaphthylene
mq/kq
<0.3 Acenaphthene
<0.3 2,4-D1n1trophenol
<0.3 4-N1trophenol
<0.3 D1benzofuran
<0.3 2,4-Dinitrotoluene
<0.3 2,6-D1n1trotoluene
<0.3 Diethylphthala.t.e
<0.3 4-Chlorophenyl-phenylether
<0.3 Fluorene
<0.3 4-N1troan111ne
<0.3 4,6-0initro-2-Hethylphenol
<0.3 N-N1trosod1phenylam1ne (1)
<0.3 4-Bromophenyl-phenylether
<0.3 Hexachlorobenzene
<0.3 Pentachlorophenol
<0.3 Phenanthrene
<1 Anthracene
<0.3 01-n-Butylphthalate
<0.3 Pluoranthene ·
<0.3 Pyrene
<0.3 Butylbenzylphthatlate
<0.3 3,3-D1chlorobenz1d1ne
<0.3 Benzo(a)Anthracene
<0.3 b1s(2-Bthylhexyl)Phthalate
<0.3 Chrysene
<0.3 01-n-Octyl Phthalate
<0.3 Benzo(b)Pluoranthene
<0.3 Benzo(k)Pluoranth~ne
<0.3 Benzo(a)Pyrene
<1 Indeno(1,2,3-cd)Pyrene
<0. 3 D 1benzo (a, h) Anthrace.ne
<0.3 Benzo(q,h,i)Peryle~
3-Nltroaniline
<Deno;~ compound
<1 - 1/
was not detected above the value ~~~~~·
/ <~- '/
-
.A~YST ~ RiVIfWEO 6 .AI'PROV£0
' .
. JlW!!50t POl?!~
OATE
mq/kq
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<1
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.6
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
fl'l,l reootll)eftatl'il Cllf'\ty tO 1'\e ~ ~~ ~ 00.. no1 t-.c....,,.,..., 10 .,_ ...,~ _,..IIC .. 01............, m-~ T,... report •I lot.t0tt'llf1ed tot rf\11 eaCIYt.lve wM ol Tf'lle Cl41\l '0 wf'IOm It •I eadt .... Alty tetiJIOOWC:bOn 01 m11reoort Of wM Of lftta \.ADOtllliafy ll'\lll'fte tor l.c2Yetl~ 01 ~IC"Y ~ ~ Awi"'f•lAII()t'\ •I f)IOt\•O•Ie-<l -~ . ~
~ ~fr~ .• ~~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON. CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Mr. John Aud1n1s
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-005
03/05/87
03/06/87
t240402 Bixby Ranch Comoanv - IT-3 s-2 (soil)
EPA METHODS 625/8270 SEMI-VOLATILE POLLUTANTS DATA SHEET mg/kq
Phenol <0.3
bis(-2-Chloroethyl)Ether <0.3
2-Chlorophenol <0.3
1,3-0ichlorobenzene <0.3
1,4-0ichlorobenzene 0.3
Benzyl Alcohol <0.3
1,2-0ichlorobenzene <0.3
2-Hethylphenol <0.3
bis(2-chloro1sopropy1)1ther <0.3
4-Hethylphenol 0.6
N-Nltroso-01-n-Propylamine <0.3
Hexachloroethane <0.3
Nitrobenzene <0.3
Isophorone <0.3
2-Nitrophenol <0.3
2,4-Dimethylphenol <0.3
Benzoic Acid <1
bls(-2-Chloroethoxy)Methane <0.3
2, 4 -Dichlorophenol ' ..... , <U .l
1,2,4-Trlchlorobenzene <0.3
Naphthalene 1.5
4-Chloroaniline <0.3
Hexachlorobutadiene <0.3
4-Chloro-3-Hethylphenol <0.3
2-Hethylnaphthalene 0.6
Hexachlorocyclopentadiene <0.3
2,4,6-Trlchlorophenol <0.3
2,4,5-Trichlorophenol <0.3
2-Chloronaphthalene <0.3
2-Nitroanillne <l
Dimethyl Phthalate <0.3
Acenaphthylene <0.3
3-Nitroanlline <1
Acenaphthene
2,4-Dinitrophenol
4-Nitrophenol
Dibenzofuran
2,4-0initrotoluene
2,6-0initrotoluene
Dlethylphthalate
4-Chlorophenyl-phenylether
Fluorene
4-Nitroaniline
4,6-Dlnltro-2-Methylphenol
N-Nitrosodiphenylamine (1)
4-Bromophenyl-phenylether
Hexachlorobenzene
Pentachlorophenol
Phenanthrene
Anthracene
01-n-Butylphthal~te
Pluoranthene
Pyrene
Butylbenzylphthatlate
3,3-Dichlorobenzidine
Benzo(a)Anthracene
bis(2-Ethylhexyl)Phthalate
Chrysene
01-n-Octyl Phthalate
Benzo(b)Fluoranthene
Benzo(k)Pluorant~ne
Benzo(a)Pyrene
Indeno(l,2,3-cd)Pyrene
Dlbenzo(a,h)Anthracene
Benzo(q,h,i)Peryl~ne
<Denotes cqmp~und was not detected above the
. -
ANALYST ~ ~JIWEO A APPROVED
' . . .09!51t 'ft"i" ~~
OATE
mq/kq
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<1
<0.3
<0.3
<0.3
<1

0.3 <0.3

6.8 <0.3
<0.3
<0.3
<0.6
<0.3

3.9 <0.3
<0.3
<0.3
<0.3
.(0. 3
<0.3
<0.3
<0.3
r, .• reoott Detl..,, Qt'lty ~ "- ~ '" ......... at'lld .... ,. f'lee.....,..,.....,.--.......... ~or...,...,,......., ... r,.. 'IICIO'' ,, ~rfteciiOt ~ ••c•w .. .,. ~o~M 01 l'f"4 Cl..,t 10 -"''M lt1l adOr .. ...O My reproc:tuciiOn Oltftt·t--101 ..... Of .... 1..-.r~ 1 ".,... trrof .,..,_!1~01' OWO'C"' l>w#;IOeee~la\IIN:WilAII()t't •t Ot~•O•IeG I

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audlnis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-006
03/05/87
03/06/87
EPA METHODS 625/8270 SEMI-VOLATILE POLLUTANTS DATA SHEET mq/kq
Phenol <0.3 Acenaphthene
bis(-2-Chloroethyl)Ether <0.3 2,4-0initrophenol
2-Chlorophenol <0.3 4-Nltrophenol
1,3-0ichlorobenzene <0.3 Dlbenzofuran
1,4-Dlch1orobenzene <0.3 2,4-Dinltrotoluene
Benzyl Alcohol <0.3 2,6-0lnltrotoluene
1,2-Dlchlorobenzene <0.3 Olethylphthalate
2-Methylphenol <0.3 4-Chlorophenyl-phenylether
bls(2-chlorolsopropy1)Ether <0.3 Fluorene
4-Hethylphenol <0.3 4-Nltroanlline
N-Nltroso-01-n-Propylamine <0.3 4,6-Dlnitro-2-Hethylphenol Hexachloroethane <0.3 M-Nitrosod1phenylamine (1)
Nitrobenzene <0.3 4-Bromophenyl-phenylether
Isophorone <0.3 Hexachlorobenzene
2-Nltrophenol <0.3 Pentachlorophenol
2,4-0imethylphenol <0.3 Phenanthrene
Benzoic Acid <1 Anthracene
bisC-2-Chloroethoxy)Hethane <0.3 01-n-Butylphthal~te
2,4-0lchlorophenol . · , .. ~n.l Pluoranthene
1,2,4-Trichlorobenzene <0.3 Pyrene
Naphthalene 1.3 Butylbenzylphthatlate
4-Chloroaniline <0.3 3,3-Dichlorobenzidine
Hexachlorobutadiene <0.3 Benzo(a)Anthracene
4-Chloro-3-Hethylphenol <0.3 bis(2-Ethylhexyl)Phthalate 2-HethylnaphthAlene 0.3 Chrysene
Hexachlorocyclopentad1ene <0.3 01-n-Octyl Phthalate
2,4,6-Trichlorophenol <0.3 Benzo(b)Pluoranth~e
2,4,5-Trichlorophenol <0.3 Benzo(k)Pluoranthene
2-Chloronaphthalene <0.3 Benzo(a)Pyrene
2-Nitroanlllne <1 Indeno(l,2,3-cd)Pyrene
Dimethyl Phthalate · <0.3 Dlbenzo(a,h)Anthracene
Acenaphthylene <0.3 Benzo(g,h,l)Perylene.
3-Nitroanlllne <l
<Denotes ·r~tmpound was not detected above the value in~~~d: // mg/kq
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<l
<0.3
<0.3
<0.3
<1

0.2 <0.3
<0.3

0.3 0.3
<0.3
<0.6
<0.3

4.5 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
r"'' 'lOOt' Clet\all"'l oruy 10.,. ..,...._ ~............, ll'd dON- nat .-.c.....,.ry 1C10fY • _..., ...,.,.... ~ .. 01......, lft&lel•aaa T"•• 'eoor' ·• t.wOft'l•neG 101 ,,... ••c:•"' .... wM 01 rf\e Cl...,. to.,_,.. rt •I lOOt'~ A"'f teclfCIO.ICUOI\ Ollfttl teoDJI'I 0t ~M of W'k8 ~ator'y I~ fOt ..,.... ........ 01 JWD'IC"" !)wit~~( l'-'11'101•111101'\ •I I)IOI'I•Q•Iecl

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM: IT corporation 17461 Derlan Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:
706518-007
03/05/87
03/06/87
INVOICE NO.:

EPA METHODS 625/8270 SEMI-VOLAtiLE POLLUTANTS DATA SHEET mg/kg
Phenol 0.2 Acenaphthene
bis(-2-Chloroethyl)Ether <0.3 2,4-Dinitrophenol
2-Chlorophenol 0.2 4-Nitrophenol
1,3-Dichlorobenzene <0.3 Dibenzofuran
1,4-0ichlorobenzene 0.2 2,4-Dinitrotoluene
Benzyl Alcohol <0.3 2,6-0initrotoluene
1, 2-0lchlorobenzene <0. 3 Dlethylphthala·te
2-Hethylphenol <0.3 4-Chlorophenyl-phenylether
bisC2-chloroisopropyl)Bther <0.3 Fluorene
4-Methylphenol <0.3 4-Nitroaniline
N-Nltroso-01-n-Propylamine <0.3 4,6-Dinitro-2-Methylphenol Hexachloroethane <0.3 N-N1trosod1phenylam1ne (1)
Nitrobenzene <0.3 4-Bromophenyl-phenylether
Isophorone <0.3 Hexachlorobenzene
2-Nltrophenol <0.3 Pentachlorophenol
2,4-0imethylphenol <0.3 Phenanthrene
Benzoic Acid <1 Anthracene
bis C -2-Chloroethoxy )Methane ....... ..<()..'. 3. 01-n-Butylphthal•te 2,4-Dichlorophenol <0.3 Fluoranthene
1,2,4-Trichlorobenzene <0.3 Pyrene
Naphthalene 0.5 Butylbenzylphthatlate
4-Chloroaniline <0.3 3,3-Dichlorobenzldine
Hexachlorobutad1ene <0.3 Benzo(a)Anthracene
4-Chloro-3-Hethylphenol <0.3 b1s(2-Rthylhexyl)Phthalate 2-Methylnaphthalene 0.3 ·chrysene
Hexachlorocyclopentadiene <0.3 01-n-Octyl Phthalate
2,4,6-Trichlorophenol <0.3 Benzo(b)Fluoranthene
2,4,5-Trichlorophenol <0.3 Benzo(k)Fluoranthene
2-Chloronaphthalene <0.3 Benzo(a)Pyrene
2-N1troan111ne <1 Indeno(l,2,3-cd)Pyrene
Dimethyl Phthalate <0.3 Dlbenzo(a,h>Anthracene
3-Nltroanlline <1 /
Acenaphthylene <0.3 Benzo(g,h,i)Pezrl e
<Denotes a,oapound was not detected above the value .('l c;:a~ · j/ x/ ___. /
~ ' AEVIEWEO & APPAOVEO
' ' .... OW!SO!.,.,.~
OATE
mg/kg
<0.3
<1
<l
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<l
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.6
<0.3

3.7 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
/
Tl'\ol 'ei)Ofl Qefla•,l Clf'IIY 110 .... ~~ .,.......-c&W'G dOeii'IOI ~ • ....,..., 111/f101t·--..,.,.,., ~Of~ I'L"'....,._. T,_ ttiCIIOft •I ktOf'PIIfteG tot,,... eiCI~o~l•we wM 01 "'- Cl~l to~ •I •I eoor.-..... My teprocluctiOf'l 01 '"'' leoDI'I Qt \ofM ollftle ......__.-,I~ IW _...,~Of' OUO"C,., OUt .... ~ aumcw•llll()l"'\ •I DtOf'I•OttM 11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM: IT corporation
17461 Oerian Avenue
Irvine, CA 92714
ATTN: Mr. John Audinis
NATURE OF SAMPLE:

Phenol
bls(-2-Chloroethyl)Bther
2-Chlorophenol
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Benzyl Alcohol
1,2-Dichlorobenzene
2-Methylphenol
bis(2-chloroisopropy1)Bther
4-Hethylpheno1
N-Nltroso-Di-n-Propylamine
Hexachloroethane
Nitrobenzene
Isophorone
2-Nitrophenol
2,4-Dimethylphenol
Benzoic Acid
bis(-2-Chloroethoxy)Methane
2,4-Dichlorophenol
1,2,4-Trichlorobenzene
Naphthalene
4-Chloroan111ne
Hexachlorobutadlene
4-Chloro-3-Hethylphenol
2-Methylnaphthalene
Hexachlorocyclopentadlene
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Chloronaphthalene
2-N1troan111ne
Dimethyl Phthalate
Acenaphthylene
3-Nitroaniline
mq/kq
<0.3
<0.3
<0.3
<0.3

0.3 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<0.3

0.6 <0.3
<0.3
<0.3

3.9 <0.3
<0.3
<0.3
<0.3
<1
<0.3
<0.3
<1

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:

Acenaphthene
2,4-Dinitrophenol
4-tfl trophenol
706518-008
03/05/87
03/06/87
Dibenzofuran
2,4-Dinitrotoluene
2,6-Dlnltrotoluene
Diethylphthalate
4-Chlorophenyl-phenylether
Fluorene
4-N1troan111ne
4,6-Dlnitro-2-Hethylphenol
N-N1trosod1phenylam1ne (1)
4-Bromophenyl-phenylether
Hexachlorobenzene
Pentachlorophenol
Phenanthrene
Anthracene
Dl-n-Butylphthal.te
Pluoranthene
Pyzene
Butylbenzylphthatlate
3,3-Dlchlorobenzldine
Benzo(a)Anthracene
b1s(2-Bthylhexyl)Phthalate
Chrysene
D1-n-Octyl Phthalate
Benzo(b)Pluoranthene
Benzo(k)Pluoranthene
Benzo(a)Pyrene
Indeno(1,2,l-cd)Pyrene
Dlbenzo(a,h)Anthracene
Benzo(q,h,i)Perylene
I /
<Denote~ ~pound was not detected above the value in~~ed~~ / ' ' /
,' r-
~ IW\'IEWEO & APPAQVEO
. '
... 'QI9!!SOL "MS'~
DATE
mq/kq
<0.3
<1
<1
<0.3
<0.3
<0.3
<0.3
<0.3

0.7 <1
<1
<0.3
<0.3
<0.3
<1

0.6 <0.3
<0.3
<0.3
<0.3
<0.3
<0.6
<0.3

1.1 <0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
<0.3
T"''' 'eoot' Mr\611fte ONY ao lfte....,.,... .,.,..,,..,.. w ~ "'f ~Hy....., 10 _.., .._.,.....,.,._ .. or......,~-- T""'• r-ootr ,, ...,~tot ff'l4i ••c~~ ........

WM Ql rt\e C:I..,..IO wf'IOf'l ,_ 11 ........ My,..,~ Ol ... a teoDfl Of \otM 01 tf'\ .. L..ai)Or..., I "liN tor...._..,~ 01 ....-...: ... ~ •""'w4 ~II"'IO•J:&IIIQt'l•l 0101"•0•1..0 -~
~
.... ,, ,, - _.<:>'"' CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM: IT corporation
17461 Derian Avenue
Irvine, CA 92714
ATTN: Hr. John Audinis
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
706518-009
03/05/87
03/06/87
t240402 Bixbv Ranch Comoanv- IT-3 W-1 <llauid)
EPA METHODS 625/8270 SIMI-VOLATILE POLLUTAftTS DATA SHEET uq/L
Phenol 38
bisC-2-Chloroethyl)Ether <20
2-Chlorophenol <20
1,3-Dichlorobenzene <20
1,4-0ichlorobenzene <20
Benzyl Alcohol <20
1,2-0lchlorobenzene <20
2-Methylphenol 20
bisC2-chloroisopropy1)1ther <20
4-Me~hylphenol 210
N-Nltroso-01-n-Propylamine <20
Hexachloroethane <20
Nitrobenzene <20
Isophorone <20
2-Nltrophenol <20
2,4-Dimethylphenol <100
Benzoic Acid <20
bisC-2-Chloroethoxy)Hethane <20
2,4-0ichlorophenol <20
1,2,4-Trichlorobenzene <20
Naphthalene 54
4-Chloroanlline <20
Hexachlorobutadiene <20
4-Chloro-3-Hethylphenol <20
2-Hethylnaphthalene 20
Hexachlorocyclopentadlene <20
2,4,6-Trichlorophenol · <20
2,4,5-Trichlorophenol <20
2-Chloronaphthalene <20
2-N1troan1line <100
Dimethyl Phthalate <20
Acenaphthylene <20
3-Nitroanlllne <100
Acenaphthene
2,4-Dinitrophenol
4-Nitrophenol
Dibenzofuran
2,4-0initrotoluene
2,6-Dinitrotoluene
Oiethylphthalate·
4-Chlorophenyl-phenylether
Fluorene
4-N1troan111ne
4,6-0initro-2-Hethylphenol
N-N1trosodiphenylamine (1)
4-Bromophenyl-phenylether
Hexachlorobenzene
Pentachlorophenol
Phenanthrene
Anthracene
01-n-Butylphthal~te
Pluoranthene
Pyrene
Butylbenzylphthatlate
3,3-Dichlorobenzidine
Benzo(a)Anthracene
bis(2-lthylhexyl)Phthalate
Chrysene
01-n-Octyl Phthalate
Benzo(b)Pluoranthene
Benzo(k)Pluorant~ene
Benzo(a)Pyrene
Indeno(1,2,3-cd)Pyrene
Dibenzoca,h)Anthracene
Benzo(q,h,i)Perylene
I
<Denote•>~ound vas not detected above the value 1~~~~~· ----------~---~------------------------ANALYST
ug/L
<20
<100
<100
<20
<20
<20
<20
<20
<20
<100
<100
<20
<20
<20
<100
<20
<20
<20
<20
<20
<20
<40
<20
32 <20
<20
<20
<20
<20
<20
<20
<20
f,.,,, IIOOff Derl .. f'\8 Oftfy 10 fte ......... t~~~.....,...O W'd dOH "'01 "'-C....,My...., 1D--....,...., •O•••:tW 01......, 1'1'\&tief'*- T"'-e reoort •I ~tor lf'lie eaC:hw.,we 1o1M ol,.. Cl4t'lf to -"''ft"'•l•l .oot' ....... Any leclf00uct10'\ ol IP\tl teoDfl Otl UN OIW..a LeOOf......, I nWftre fQt ~~~ ..... 01 ~"" DWIOOief. ~I AIA"'IOIJIIIQn •I 0101'\·0•IeiQ ~ '~'""s:.:.::::.:·~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:
(213) 598-0458
(714) 898-6370

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-001
04/28/87
04/28/87
Bixby Ranch co. - 240402 - TS-5, S-20 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mg/kg
California Administrative Code Standard
PARAMETERS STLC, in mg/1 TTLC, in mg/kg
Copper, Total
Lead, Total
Zinc, Total
-4,700.
2,1-40.
1,710.
,
.11:. ••••• r. •.- I

25. 5.
250.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
~YST
2,500.
1,000.
s,ooo.

T~,l r-t -laot>ICinlyiO 11\e _,_ ... -..-and-- ,__rly ...,10 __ .....,--AI 0<--Thoe r-1 .. -10< .... eacluaMr UM o4,.... Chrent kt -"'m .. II MGt ...ct. Al't'r reotOOUCttor\ Of! .... reoott 01 \JM Of 1ft! I laDoi810t 'f I f'lwne frot ..,..._...,. 0t puOIMCity ~ ~ A\llftOfll.AI><W'IIA ~led /
,
I
l I
/ I
,
/ .:( ..;
J.
.,/
-
. 11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:
(213)598-0458
(714) 898-6370

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-001
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-5, S-20 (soil)
The following analytical determinations were conducted according to the· guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc
4NAlYST

SOLUBLE

CONCENTRATION
in mg/1
California Administrative Code Standard
253.

66. 178.

STLC, in mg/1 TTLC, in mg/kg
~- .... ,, '
....... ,,.. '

25. 5.
250.
2,500.
1,000.
5,000.

Thoa r-ti*'...,IOftly 10--,...._ anc1 --,__..., _, ID---_ .... - --· Thoer-t •1 ,.._..,- oac ........ ..... 01 ... C...,.IO Wf"ttOft IC II eOdf....., Any reotoek.JCtiOft ofll"'ll reCIQtl OltJM ()41,11 L.AOofiiOr'f In.,.,.. IOf ect'Y.,belnf 01 ~rty P.,lgoe.ee ... ~1 l\oltf"'tlllliQII"'' •I ptC'110t...a ~ -})l
•s~~::.:··~ CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corp.
17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-002
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-10, S-25 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg

12. 4 0 4

34. California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
ANAlYST ~ V !.AIEVIEWEO l APPROVED
. .
-·oeq.-=~
DATE
r..,,,_,_....,,.,tyiO.,._.,..,., ____ ,__"Y__.,D _ _.....,_.., ___ nw._,,._...,,..., .... ..,.. uM 0111'\oe CI...,.IO '*"''rft •1•1 a40r~ Alty reotod\M:10"1 018'\11 teoort 01..,.. OIW'MI L.aOoratoty I"".,.... lot...,....,...,... 01 DWOIJICify ~ ~ &uti"O'•l•IIOf'lll prOf'\•~ 6EMIC,_.
:CcJJ) -}Z ~.e" CHEMICAL RESEARCH LABORATORIES
11631-SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corp.
17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-002
04/28/87
04/28/87
BixbY Ranch Co. - 240402 - TS-10, S-25 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc

ANALYIT

SOLUBLE

CONCENTRATION
in mg/1

1.3 0.7

7.4 California Administrative Code·Standard
STLC, in mq/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.

T~,,,._,_._lonlyiO ... _on.,....._ ___ .__.,_.,ID _ _...., _..., __ n..er-too_tor,..aoc .. .,..

YM Ollfte ci..,.IIO wftOI'ft 111 •• adOt-....G~ My,...,~ Of tfMe ret~Df't 01 \Me o1 wa L.aDotaiOty 1 ".,... llaf .....,,..,. or DIAMCIIy OWIDOMe ...mout llJmot•liiiQn •• prOI'I~ -~ '9~sE••c~ '.G CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-003
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-15,S-15,S-20,S-2S,S-30 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

TOTAL

CONCENTRATION,
in mg/kg
California Administrative Code Standard
PARAMETERS STLC, in mg/1 TTLC, in mg/kg
Copper, Total
Lead, Total
Zinc, Total
1,230.
205.
1,050.

25. 5.
250.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
Itt!
A~YST
2,500.
1,000.
5,000.
~ ~IIWaO &~10
c •
·-OW!516-e~
DATE
/"'-' )
) I )
T"'or._I_IPII......,IO ... _.,~---~ ..... ID--~-or--.n...r_l .. _ .......... ........ ~Moi,.CI..,.IO_,.,~,•--- Altyrept0d_OI_r_lorw .. OI""IL800<--,a..._..,..,..,~..,liii*C"'r""'---...au.....,,•.,_,,,"'_ I I
/ I
;· .:;z. i
i
11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corp.

FROM: 17 4 61 Der ian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:
(213) 598-0458
(714) 898-6370

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-003
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-15,S-15,S-20,S-25,S-30 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the california Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc
ANA~YST

SOLUBLE

CONCENTRATION
in mg/1
California Administrative Code Standard

25. 15.

94. STLC, in mg/1 TTLC, in mg/kg
.( ..... ,.. '

25. 5.
250.
/
2,500.
1,000.
5,000.
/
~ ) i REVIEWED & APPROVED c • .,
·-OMS2',.,~
£{4
DATE
--- I < /j ,;_: ~ ./ / 1.._
Tlloere_,_....,aonlyiOI'Ie._a..,.....,._ ___ ,__,..,.....,IO_~- .. ---T"'-'-''•--IOtl'leeoc,....,.. wM Olftl CI...,.IO wftOJm .C •I aootlll.aold Atty lttOfOduelaort of ti'MI teoDfl 01 YM of lf"'ll LaOOtaiOt"y I, ........ ...,...,.. 01 putwc~ ~ ~ eutr'O't.l&non t8 pt~ I
I I
I
i
! !
11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corp.

FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Fr~d Tahse
NATURE OF SAMPLE:
(213) 598-0458
(714)898-6370

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-004
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-20,S-25,S-30,S-35,S-40 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc
A~YST

SOLUBLE

CONCENTRATION
in mg/1

12. 26.
130.
california Administrative Code Standard
STLC. in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.
' ~' . ' .•. . ... .

T~oareporr-laoneanlJIO_._...,....,_ __ ,....__..,_,,.. _ _....,._ .. or __ Thoa-·•-b-••c.....,.. uM ollfte c1.m10 wN)ft\ at •• adOt•e.ed· Any reoroowc~ of._,....,., or wee Of tftte LADOraiOry an.,.. tor..,..,......,. 01 ~tty-~~ ~·l&Ucn •• proru~ -~
L"..~EMIC~
C L
-~'t" "
s~·e CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-004
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-20~S-25.S-30LS-35~S-40 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg
1,960.
250.
1,450.

California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration

ANALYST
r"'• ,_,_,_, onoy to.,.-..,,..~.,..--,_ _ _, to- _....,_.,or--·'""",_,,._.,._...,.,. ...........

YM Ollfte Cl..,t Ia •"'m .c aa .aoteu.ed My 'ecw'OCII.ICLIOI'I OfW\il report Of '-'M 0111'1•1 L.abOta&Oty an.,.. tat ac:rw.t.,"t 011 OWOI<rfy ~~ ...,ftOf•JabrOf\ • Dtor..DI'ied

CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 S EABOAAD Cl ACLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

Bixby Ranch Co. - 240402 - TS-5, S-20
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
(soil)
711821-001
04/28/87
04/28/87
The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg
4,700.
2,140.
1,710.

California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kg·

25. 5.
250.
2,500.
1,000.
s,ooo.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
T ... -~--ONyiDN MfftjiiM ,.._1111- _._,..__..,. ...,. __ ....,-·--Tille r-110-- lor ... MC,._. .... .,_c_,.-• .. --.Myr_OI.,..,_,,..,...,.,..L_....,, .• _.., _ _,..,.,_., ____ ~-·-

CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 SEABOARD CIRCLE
STANTON, CA 90680
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:
(213) 598-0458
(714) 898-6370
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'O:

INVOICE NO.:
711821-001
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-5, S-20 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc

AHALYIT

SOLUBLE

CONCENTRATION
in mg/1
253.

66. 178.

California Administrative Code Standard
STLC. in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.
. !,• ..

T~, .... ..,...,_....,to._..,.._ •. II .... .,.. ..... ,..CIII.,.,....,._.,....,...,......_...~~~ .,.., ... ,._ ..................... c~ ,....,.,._•-••--· ,.,.,, __ OI_t_tor .... OI_L __ Y on-lorMve<....,..orp..oioe"Y pw•-•.,"''ww-I.IAI-• 1>'-

CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17 4 61 Der ian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:

Bixb Ranch Co. - 240402 - TS-10, S-25 (soil)
711821-002
04/28/87
04/28/87
The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg

12. 4.4

34. California Administrative Code Standard
'
STLC, in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.
~. • •••. f'. •.· ' •
TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
AHAL.YST
T,..,_, __ ON'tiD.,. __ If ___ ,.~~--.........,-•---.TNe-•oe-IDr.,.••c- wMol.,.c....,.ID-• .. --.IAI'<Jr--olllier-tOt.,..olllie~-....,.,··----...,,.-...,~-..-.. - .. 11'-.

CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
FROM:

IT Corp.
17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-002
04/28/87
04/28/87
Bixb Ranch Co. - 240402 - TS-10 S-25 (soil)
The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc

SOLUBLE

CONCENTRATION
in mg/1
California Administrative Code Standard

1.3 0.7

7.4 STLC, in mg/1 TTLC. in mg/kg
,tr. -' • • I ' '.~ I
. ~ ~, •' .• -. . '· ·I

25. 5.
250.
2,500.
1,000.
5,000.

T,,,_, _ _..._,,., ... _wo 1 I Ie'---~-ID-_....,___.01 __ ,.,.,.,_,,._,_ ..... _ .......... C_ID-·•·--,_,, ....... IC_OI_r_IOI,_ei_I. _ _.,.,_,__...,.OI_., ___ ,_,. __ pr_.

CHEMICAL RESEARCH LABORATORJES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17~61 Derian Avenue
Irvine, CA 9271~
ATTN: Fred Tahse
NATURE OF SAMPLE:

LABORATORY
REPORT
ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-003
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-l5,S-15,S-20,S-25,S-30 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the california Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg
1,230.
205.
1,050.

California Administrative Code Standard
STLC, in ms/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
NW.YIT
Tl\4r_t __ ...., ............. , ... , ___ ."'!f__..,....,.._....,~-Ot--.n..r_t • ....,._lllr ... e•- w .. OI ... C-IO-·•·--Mrrepr_OI_r_tOt-OIWML-aiQty·a_,.lllr ............. ......-c...,pur---·-••lll-

CHEMICAL RESEARCH LABORATORIES LABORATORY
REPORT
11631 S EABOARO CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 Derian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE REC'D:

INVOICE NO.:
711821-003
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-15,S-15,S-20,S-25,S-30 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc

SOLUBLE

CONCENTRATION
in mg/1

25. 15.

94. California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kq

25. 5.
250.
2,500.
1,000.
5,000.

T'-·-·--0/IVyiO.,._•• 1111 ____ ,__,.,~,.-_...,_., ___ Thoi•-••-IOr.,.•=c-.... .,..,.c....,ID-•,.-- Alt'r•etw_OI_r_lor_OI_L _ _.,.,,._,.,_....,.or........, __ w-.._ .. __ ,_

LABORATORY
REPORT
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 oerian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

ANALYSIS NO.:

SAMPLING DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
711821-004
04/28/87
04/28/87
Bixby Ranch Co. - 240402 - TS-20,S-25LS-30,S-35,S-40 (composite) (soil) The following analytical determinations were conducted according to the guidelines set forth in the California Administrative Code, Title 22, Chapter 30, Article 11 (January 12, 1985). The analyses were performed on a total sample digestion.

PARAMETERS
Copper, Total
Lead, Total
Zinc, Total
TOTAL

CONCENTRATION,
in mg/kg
1,960.
250.
1,450.

California Administrative Code Standard
STLC, in mq/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
s,ooo.

TTLC - Total Threshold Limit Concentration
STLC - Soluble Threshold Limit Concentration
r,...,_, __ ....., • .,._ ... ,.,. ____ .__...,__,. _______ n.oe_, .. __ ..,.,. ••• _ ._ ............ -~·--·Nrr·--.c-·-·-·· .... ·-'---·'·"------·-"'~""'~---··-·Df-

CHEMICAL RESEARCH LABORATORIES
11631 SEABOARD CIRCLE (213) 598-0458
STANTON, CA 90680 (714) 898-6370
IT Corp.

FROM: 17461 Oerian Avenue
Irvine, CA 92714
ATTN: Fred Tahse
NATURE OF SAMPLE:

Bixb Ranch Co. - 240402 - TS-20

LABORATORY
REPORT
ANALYSIS NO.:

SAMPUNG DATE:

DATE SAMPLE AEC'D:

INVOICE NO.:
711821-004
04/28/87
04/28/87
(compos 1 te) (so 11)
The followinq analytical determinations were conducted according to the quidelines set forth in the California Administration Code, Title 22, Chapter 30, Article II (January 12, 1985). The analyses were performed on a 48 hour citric acid extract (CAC - Waste Extraction Test) for soluble metals.

PARAMETERS
Copper
Lead
Zinc

SOLUBLE

CONCENTRATION
in mg/1

12. 26.
130.

I
• ~ •. ~· •• .1'. •:

California Administrative Code Standard
STLC, in mg/1 TTLC, in mg/kg

25. 5.
250.
2,500.
1,000.
5,000.
- ·-.. :_ ...

T .... ,_, ______ ., .. MIIW ___ _,.....,. _ _...., ____ TNe ___ IOrNe•c- .... OINC_IO_·•--MJt ___ OI_r_IOI_OI_~_, .• _.,_...,. __ ...,Poo< ___ , __ ,_ rn

INTERNATIONAL TECHNOLOGY CORPORATION

ANALYTICAL

SERVICES
17605 Fabrica Way • Cerritos, Cal1fornia 90701 • 213-921-9831 I 714-523-9200

CERTIFICATE OF ANALYSIS
IT Corporation
Prepared for: 17 461 Oer ian Ave.

Irvine, CA 92714
Attn: John Audinis
Date: April 22, 1987
Date Rece1ved: Apr i 1 10, 198 7 P 0. Number 240402 Job Number 40735/da i Bixby Rancho Co.

Nine (9) soil samples and two (2) water samples
The samples were digested with acid. Arsenic and selenium were analyzed by graphite furnace atomic absorption spectroscopy, mercury by cold-vapor atomic absorption spectroscopy and all other elements by inductively coupled plasma spectroscopy. The results are listed in Table I.

The two water samples were also analyzed according to Standard Methods for the Examination of Water and Wastewater, 16th Edition, for COD, pH, and TDS-.--In-iddi tion, the metals were analyzed as above. The results are in Table II.

The samples were extracted with a sodium citrate buffer solution as per CAM Title

22. The extract was then analyzed for copper, lead, and zinc by flame atomic absorption spectroscopy. The results are listed in Table III. . .~.
1 cert1fy that th1s report truly represents the f1nd1ng of work performed by me or under my d1rect superv1510n
~T::.~~
Group Leader~
. '·
~'f~ Richard L. Merrell
Laboratory Director
Accredited by the Amer•can lndustroal Hyg,ene Assoc•at,on IT -Irvine
l.~_h_f'!___Aud i n . ...:i..:os___ __ ____ _ __ Job #40735 ___________ page ___ ~
Tabl~
---- Milligrams Per Kilogram
MW-2, S-3 IT-6, S-1
MW-2, S-6 IT-5, S-1 IT-6, S-3
MW-1, S-1 MW-2, S-1 MW-2, S-5 IT-5, S-2 IT-6, S-2 IT -7 I S-1 IT-8, S-1 IT-9, S-1 MW-1, S-2 MW-1, S-3 MW-2, S-2 MW-2, S-7 IT-5, S-3 IT-6, S-4 IT-7 I S-2 IT-8, S-2 IT-9, S-2 Antimony TR<2 TR<2 TR<2 TR<2 TR<2 TR<2 TR<2 TR<2 TR<2
Arsenic 2.8 1.4 2.7 1.8 3.5 2.8 2.7 2.6 3.1
Barium 94 78 130 41 110 92 110 84 100
.Beryllium TR<0.3 0.4 0.4 ND<0.3 0.4 0.48 0.3 0.32 0.52 ·, Cadmi urn 1.7 0.4 1.2 1.0 1.9 1.6 0.67 0.33 1.8
Chromium 17 14 25 10 23 26 21 22 28
Cobalt 12 13 14 3.6 15 15 14 13 18
Copper 17 7.5 23 61 28 20 24 16 29
Lead 3.7 3.3 7.6 60 8.1 9.2 11 5.9 11
Mercury 0.09 0.02 0.10 0.34 0.08 0.06 0.06 0.05 0.06
Molybdenum TR<1 TR<1 1.4 TR<1 1.8 1.7 1.5 1.3 1.9
Nickel 11 10 13 4.8 14 13 14 11 16
Selenium ND<0.5 ND<0.5 ND<0.5 ND<0.5 ND<0.5 TR<0.5 ND<0.5 ND<0.5 TR<0.5 Silver TR<O.J TR<O.J 1.1 7.2 N0<0.3 ND<O.J TR<0.3 TR<0.3 TR<0.3 Thallium N0<5 TR<5 N0<5 ND<5 N0<5 N0<5 ND<5 ND<5 ND<5
Vanadium 53 46 64 8.4 64 76 59 63 76
Zinc 60 67 86 210 76 86 86 67 90
ND - This compound was not detected; the limit of detection for this analysis is the amount stated in the table above.

TR _ Trace, this compound was present, but was below the level at which concentration could be determined.

IT-Irvine
John Audinis
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
TOS
coo
pH
Table II
Milligrams
W-1, MW-1
TR<O.S
NO<O.OS
TR<0.3
N0<0.03
TR<0.03
N0<0.05
NO<O.l
TR<0.07
N0<0.05
N0<0.005
TR<0.07
TR<O.l
TR<0.05
N0<0.03
NO<O.S
TR<l

0.07 12,000
43 7.1.
fNTERNATfONAL TECHNOLOGY CORPORATION
Per Liter
W-1, MW-2A
NO<O.S
TR<O.OS

1.7 ND<0.03
TR<0.03

0.26 TR<O.l

0.24 0.83
N0<0.005
TR<0.07

0.12 TR<0.05
TR<0.03
NO<O.S
TR<l

3.2 26,000
2,910

7.7 Job #40735

Page 3 ends

NO - This compound was not detected~ the limit of detection for this analysis is the amount stated in the table above.

TR - Trace, this co•pound was present, but was below the level at which concentra tion could be determined.

IT-Irvine
John Audinis
.... -1, S-1
Ele•ent
Copper
Lead
Zinc
MW-1, S-2

0.57 TR<0.2

4.9 MW-1, S-3

0.26 TR<0.2

2.6 MW-2,
... -2,
S-1
S-2

0.30 0.55

3.4 Table III
Milligrams Per
MW-2, S-3
MW-2, S-6
MW-2, S-5
.... -2, S-7

0.10 3.30

14.6 IT-5, S-1
IT-5, S-2
IT-5, S-3

0.42 0.30
61 liter
IT-6,
IT-6,
IT-6,
IT-6,
S-1
S-2
S-3
S-4

0.34 0.23

0.5 IT-7,
IT-7,
S-1
S-2

0.32 0.59

2.7 IT-8, S-1
IT-8, S-2

0.46 TR<0.2

0.3 Job #40735
Pa e 4
IT-9,
IT-9L
S-1
S-2

0.40 0.35

2.0 TR - Trace, this compound was present, but was below the level at which concentration could be determined. <•
I '1
m

INTERNATIONAL TECHNOLOGY CORPORATION

ANALYTICAL

SERVICES
17605 Fabnca Way • Cerntos. Cal1forn1a 90701 • 213·921·9831 I 714-523·9200

CERTIFICATE OF ANALYSIS
Prepared for·
:T Corporat:ion
17461 Oerian Ave.

Irvine, CA 92714
~ttn:--;ohn Audinis
Date Recerved: Apr i 1 21, 198 7 P.O. Number
Date: April 30, 1987
240402 Job Number 40833/da;
Bixby Ranch Co.

Two (2) soil samples and two (2) composite soil samples and one (1) liquid sample
The soii samples were digested with acid and analyzed for total copper, lead, and zinc by atomic absorption spectroscopy. The results are listed in Table I. ihe soil samples were also extracted with a sodium citrate buffer solution as oer CAM Title 22. ihe extract was then analyzed for soluble copper, lead, and zinc-by fiame atomic absorption spectroscopy. The results are iisted in Tabie II.

Percent moisture of each soil sample was determined by ASTM Method 02216-90. The results are listed in Table III.

The liquid sample was analyzed for semi-volatile organic contaminants using combined gas chromatography-mass spectrometry according to a modified EPA Methoa 8270 .. Results for compounds·dn··ttte'·:EF'A ·Hazardous Substances List (HSL) are given on the enclosed summary sheets. Additional non-HSL semi volatile organic compounas founa are listed in Tabie IV.

The liquid sample was analyzed for volatile organic contaminants using combined gas chromatography-mass spectrometry according to a modified EPA Method 624, purge ana trap. Results for compounds on the EPA Hazardous Substances List are given on the enciosed summary sheets. Additional (non-HSL) volatile organic compounds found are iist:ed in Table V.
cer: fy :hat :hrs report truly represents the trndrng ot wOfl< pertormea by me or under my drrect supervrsron
~~~/;,-A~
/ Dway' Y. Ishida
Chemist
RJkJ~~ ... Richard L. Merrell
Laboratory 01rector
Accredl!ed Oy tr"le Amer·can rnouslr·ar J-tygoene Assoc•at•on ~T-Irvine
Jonn Adinis
Sample ID
TS-5, S-20
TS-10, S-25
TS-15, S-15
TS-15, S-20
TS-15, S-25
TS-15, S-30
(composite)
TS-20, S-25
TS-20, S-30
TS-20, S-35
TS-20, S-50
(composite)
fNTERNATIONAL TECHNOLOGY CORPORAT:CN
Tao:e I
Total Metals
~ili1grams Per Kilogram
Copper Lead
5900 1100 1800
250 5.6 92
1100 4200 9400
1900 6100 1300
Tabie II
Soluble Metals
Job #40833

Page 2 ends

, ..... , .. ·· ·Mi:lligrams Per Liter
Sample ID
TS-5, S-20
TS-10, S-25
TS-15, S-15
TS-15, S-20
TS-15, S-25
TS-15, S-30
(composite)
TS-20, S-24
TS-20, S-30
TS-20, S-35
TS-20, S-40
(composite)
. • r
Copper
87 0.8
45 71
56 102

0.2 0.4
14 78
10 76
IT-Irvine
John Adinis
Sample
TSMW-10A
Sample
TSMW-lOA
!NTERNAT!ONAL TECHNOLOGY CORPORAT:Ol\:
.,..aoie :II
..iob #40833

Page 3 ends

Sample ID Percent Moisture
TS-5, S-20
TS-10, S-25
TS-15, S-15
TS-15, S-20
TS-15, S-25
TS-15, S-30
(composite)
TS-20, S-25
TS-20, S-30
TS-20, S-35
TS-20, S-40
(composite)
Table IV
Non-HSL Semi-Volatiles
Compound
1,3,3-Trimethyl-2-oxabicycloctane
1,7,7-Trimethyl-bicycloheptan-2-one
4-Trimethyl-3-cyclohexene-1-methanol
4-Hydroxy-4-trimethylcyclohexanemethanol
Unknown aicohol
Dimethyl naphthalenes
2,5-Dimethylbenzenebutanoic acid
Unknowns
Aliphatic hydrocarbons (C,'-C,')
Table v
Non-HSL Volatiles
Compound
A dimethylpentanone isomer
3-·carene
Cineole
Substituted Bicyclo
heptanones (2)
1,4-Dichlorobenzene
......
49 77
46 30
Micrograms Per Liter (ppb)
600
500
200
400
100
200
300
400
5000
Micrograms Per Liter {ppb)
3 5
100
100
10 INTERNATIONAL TECHNOLOGY CORPORAT:CN
Cerritos Job # 40833
Project # ____________ __
Semi-Volatile Organic Compounds
Micrograms ?er Liter (ppo)
Compouno
?henol
Bis(2-cnioroethyl) ether
2-Chiorophenol
l,3-Dic~iorobenzene
1,4-0ichiorobenzene
8enzyi aicohoi
1,2-Dichlorobenzene
2-Methylphenol
Bis(2-chloroisopropyl) ether
4-Methylphenol
N-Nitroso-di-n-propylamine
Hexachloroethane
Nitrobenzene
Isophorone
2-Nitrophenol
2,4-0imethylphenol
Benzoic acid
Bis(2-chloroethoxy) methane
2,4-Dichlorophenol
1,2,4-Trichlorobenzene
Naphthalene
4-ChloroanH~.ne.: •
Hexachlorobutadiene
4-Chloro-3-methylphenol
2-Methylnaphthalene
Hexachlorocyciopentadiene
2,4,6-Trichlorophenol
2,4,5-Trichlorophenol
2-Chloronaphthalene
TSMW-lOA
TR<200
ND<200
ND<200
ND<200
ND<200
ND<200
N0<200
TR<200
N0<200
TR<200
N0<200
N0<200
N0<200
N0<200
N0<200
TR<200
TR<lOOO
N0<200
N0<200
N0<200
TR<200
N0<200
N0<200
N0<200
TR<200
N0<200
N0<200
NO<lOOO
N0<200
INTERNATIONAL TECHNOLOGY CORPORATcCN
Cerritos Job # 40833 Project # ____________ __
Semi-Volatile Organic Compounas
Micrograms Per Liter (ppb)
Compound TSMW-lOA
2-Nitroaniiine ND<lOOO
Dimethyl phthalate ND<200
Acenaphthylene ND<200
3-Nitroaniline ND<lOOO
Acenaphthene ND<200
2,4-Dinitrophenol ND<lOOO
4-Nitrophenol ND<lOOO
Dibenzofuran ND<200
2,4-Dinitrotoluene ND<200
2,6-Dinitrotoluene ND<200
Diethylphthalate ND<200
4-Chlorophenylphenyl ether ND<200
Fluorene ND<200
4-Nitroaniline ND<lOOO
4,6-Dinitro-o-eresol ND<lOOO
N-Nitrosodiphenylamine ND<200
4-Bromophenyl-phenyl ether ND<200
Hexachlorobenzene ND<200
Pentachlorophenol ND<lOOO
Phenanthrene ND<200
Anthracene ND<200
Di-n-butylphthalate ND<200
Fluoranthene ND<200
Pyrene ND<200
Butylbenzylphthalate ND<200
3,3'-Dichlorobenzidine ND<200
Benzo(a)anthracene N0<200
Bis(2-ethylhexyl)phthalate N0<200
Chrysene N0<200 ' - ....

Di-n-oetylphthalate N0<200
......
fNTERNATIONAL TECHNOLOGY CORPORAT:ON
Cerritos Job # 40833
Project # ____________ __
Semi-Volatile Organic Compounds
Micrograms Per Liter (ppb)
Compound
Benzo(b)fiuorantnene
Benzo(k)fluoranthene
Benzo(a)pyrene
Indeno-(1,2,3-c,d,)pyrene
Dibenzo(a,h)anthracene
Benzo(g,h,i)perylene
TSMW-lOA
ND<200
ND<200
ND<200
ND<200
ND<200
ND<200
NO - This compound was not detected; ,the .1 imit of detection for this analysis is • ,$· ~~ •• r• •.· ' ,
the amount stated in the table above.

TR - Trace, this compound was present, but was below the level at which concentra tion could be determined.

GC/MS ORGANICS ANALYSIS DATA S~~ET
VOLATILE COMPOUNDS lNTER'l\rATIONAL TECHNOLOGY COR?CRA-:-:c~ SAMPLE IDENTIFICATION: TSMW-10A-12B
DATE ANALYZED: 04/22/87
UNITS: UG/L
CAS * =·==· 71-43-2
56-23-5
108-90-7
107-06-2
71-55-6
75-34-3
79-00-5
79-34-~
75-00-3
110-1~-8
67-66-3
75-3,-4
156-60-5
78-87-~
10061-02-6
10061-01-~
100-41-4
7~-09-~
74-87-3
74-83-9
75-2~-~
7~-27-4
124-48-1
127-18-4
108-88-3
79-01-6
75-01-4
67-64-1
78-93-3
75-15-0
519-79-6
108-10-1
100-42-5
108-05-4
95-47-6
106-93-4

COMPOUND
======·= BENZENE

CARBON TETRACHLORIDE

CHLOROBENZENE
1,2-0ICHLOROETHANE

1. 1, 1-TRICHLOROETHANE

1. 1-0ICHLOROETHANE

1. 1.2-TRICHLOROETHANE

1. 1,2,2-TETRACHLOROETHANE

CHLOROETHANE
2-CHLOROETHYLVINYL ETHER

CHLOROFORM

1. 1-DICHLOROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-0ICHLOROPROPANE
TRANS-1,3-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE

ETHYLBENZENE

METHYLENE CHLORIDE

CHLOROMETHANE

BROMOMETHANE

BROMOFORM

BROMODICHLOROMETHANE

CHLORODIBROMOMETHANE

TETRACHLOROETHENE

TOLUENE

TRICHLOROETHENE

VINYL CHLORIDE

ACETONE
2-BUTANONE , CARBON DISULFIDE. '· ····S"· .·· '
2-HEXANONE
4-METHYL-2-PENTANONE

STYRENE

VINYL ACETATE

TOTAL XYLENES

ETHYLENE OIBROMIOE
CCJNC
==== 2. TR

5. NO

5.NO

5. NO

5.NO

5.ND
SO. NO
S.NO

5.NO

5.NO
~.NO

5.NO
S.ND

13. 5.NO

5.ND

5.NO

85. 5.ND

5.ND

50. NO

42. TR

5.ND

2. TR

22. S.ND
S.ND

40. S.ND
NO - THIS COMPOUND WAS NOT OETECTEOi THE LIMIT OF DETECTION FOR THIS COMPOUND IS STATED TO THE LEFT OF THE NO SPECIFIER.

TR - TRACE, THIS COMPOUND WAS PRESENT, BUT WAS BELOW THE LEVEL AT WHICH THE CONCENTRATION COULD ACCURATELY BE DETERMINED. THE APPROXIMATE CONCENTRATION IS REPORTED FOR YOUR REFERENCE.

STAT~" OF CALIFORNIA
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
107 SOUTH BROADWAY, SUITE 4027
LOS ANGELES, CALIFORNIA 90012-4596
(213) 620-4460
May 17,.1988
Ms. Judi McCaslin,
- Construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
:··-\ •.. .

MARKET PLACE LANDFILL-CITY DUMP & SALVAGE #2 (,)r~.J5:;,;~) L,. , Board staff has reviewed · the SWAT proposal for the subject ·landfill, and finds the following items must be addressed before the proposal can be approved:

Was the site restricted (to whom?), or open to the public? Additional site information (including maps) is needed on the depth of trash across the landfill, the existence of any underground tanks, pits, sumps, etc. , and any existing or abandoned oil wells on the property.

As-built plans are needed for the passive trench-vent gas system currently in place. t-!Nt-1:;( :;::,.~---· (;,.·) . · .··:: . ' 6c::11:?' -::'"·-· ' '
!i'.z> EPA Method 1624 analyses are requested for MEK and acetone c_>~(i~ not .i~entified in the proposed pollutant scan), .and any · UQldentlfled peaks greater than 10% of the 1nterval
standa_r$!,"""~fP:F purgeable organics must be identified by EPA Metho'Gl·'"'~624 ~.:? Additional analyses- ct:te~requested, to include Alkal'i-n-i--if, TOX, TOC, BOD, oil and grease, and AA methods 6)
for Hg and Se. ;·:
. . ;·'7 ··~ , ) r1/~ il I ~I ~~ / ·;; / ' '-- ;i_,-.~. "'? . . __..--.-~, ... - I . .· ,_ ' .' (' ; ,. {'. ' ' ,......., I'-~ ' :··· e.,.... . As~j)~ilt plans . are needed of the existing monitoring well,5 .AIT::l,") including the metho¢is used to join casing sections.

LTrri's information should also be included for proposed wells.

Procedures for groundwater sampling, both downgradient and upgradient, are to include a quarterly sampling schedule, . comprising,,one year of analyses (four quarterly samples).· Does the well screen length submitted allow for expected tidal andjor seasonal fluctuations in the water table?
A more detailed geologic section is requested in the final SWAT report, which crosses the main body of the landfill, and which reflects any site~specific geologic features.

The groundwater monitoring plan should include the fifth potential well location. It is not clear to Board staff )
Ms. Judi McCaslin

Page 2 ends

whether the schedule for Phase II work falls within the SWAT sampling period.
:--.(kc)O,'/ltf_;( ~c2A-Cc!? ·i~~ 5~!1/rf
It appears that the R aquifer· may pinch out under the
landfiil and that the B and C aquifers may merge. Depending upon well locations, first water could be either the R, B, c or BC zones. Please submit a work plan which will identify these aquifers hydraulically and monitor them separately.

Board staff believes that separate wells remove the dangers of cross-contamination posed by multiple-screened monitoring wells in these cases.

Vadose zone monitoring is requested for the SWAT program, in addition to the vadose zone (soil) testing proposed. A plan is requested for the installation of a vadose monitoring system, along with a quarterly sampling program like that . t proposed. for groundwater. tt/:?.t~!./JL
.-/ ~ ;AC r_ ;·,~ ·7?::)
n.z-y Field and laboratory permeabilities.;-- are reque'sted for the V soil surrounding the landfill. Field permeabilities -a-re may often be o~tai~ed prio:: to en~argin~· · the ,. ~n,i~ial -"boreholes for mon1 tor1ng well 1nstallat1on. 7J&"•:t::.;:~!..'.f/(t·:·"'}/'<·" v{' As no leachate coll.ection and removal system exists (at the landfill, a leachate sampling well is requested. This well · · should be drilled into, but not through, refuse where leachate could accumulate. ;~/2·?_?:~· ::{" _
You are requested to submit a revised SWAT proposal addressing all of the issues outlined above no later than June 1, 1988.

Board staff is aware that site conditions may preclude some of the above requests, but will only make such determinations based on the contents of the revised SWAT proposal.

Should you have any questions or comments, you may contact Mercedes A. Murillo at (213) 620-5444.

RAYMOND K. DELACOURT
Senior Water Resource
Control Engineer
RKD:MAM
cc: Mr. Jim Parsons, DWQ, SWRCB
Mr. Fred w. Tahse, IT Corporation
STATE OF CALIFORNIA GEORGE DEUKMEJIAN, Governor
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
101 CENTRE PLAZA DRIVE
MONTEREY PARK, CALIFORNIA 91754-2156
(213) 266-7500
I
February 28, 1990
Ms. Judi McCaslin,
Construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
PURGED WATER DISPOSAL FROM THE BIXBY RANCH DFILLS {FILE NOS. 56-35, 59-63 AND 88-50)
Board staff has reviewed IT's Febr ry 7, 1990 letter (and - 1500 gallons of purged water from he subject landfills. It is our understanding that these_ volu- es were generated during the drilling, development and sampling/bf the monitoring wells required under the SWAT program. ~
Staff has reviewed the water/quality data, and determined that it may be disposed of, on a o~e-time basis, by discharge into the storm drain system. Futur~isposal of any additional purged water will be determined on a: similar basis, pending review of the analytical results subm}tted by your company.

Should you have any qu~tions or comments, you may contact Mercedes A. Murillo at (213) '66-7549.

MICHAEL E. T~WEEL
:::~~:4Engineering Geologist
Jo.lt I\ da-1115 cc: M . J1m ~' DWQ, SWRCB
Mr. Kevin B. Aardahl, IT Corporation
r. Hassan Amini, IT Corporation
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:' (TE ()'; CALIFORNIA 'L'"/1)/~ EORGE DEUKMEJIAN, Governor [==============================================~======~~~~~~~ ·1-fj.. ~-··f'
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
101 CENTRE PlAZA DRIVE
MONTEREY PARK, CALIFORNIA 91754-2156
(213) 266-7500
March 14, 1990
Ms. Judi McCaslin,
construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
PURGED WATER DISPOSAL FROM THE BIXBY RANCH LANDFILLS (FILE NOS. 56-35, 59-63 AND 88-50}
We have reviewed IT's February 7, 1990 letter (and analyses}, which requested disposal options for approximately 1000 - 1500 gallons of purged water from the subject landfills. It is our understanding that these volumes were generated during the drilling, development and sampling of the monitoring wells required under the SWAT program. It is further understood that purged water from well MP- 3 was not included for proposed discharge to a nearby storm drain due to the contamination found in it.

We have reviewed the water quality data, and have found significant differences in this ·purged water data from those previously submitted. Specifically, the following wells have waste constituents in excess of applicable water quality objectives.

Market Place Landfill
MP-2: Purged water contains lead and Heptachlor.

In addition, detection levels for Dieldrin and Anthracene are higher than applicable water quality goals and cannot be considered to be properly evaluated at this time.

Bixby Village Landfill
BV-3: Purged water contains Heptachlor.

In addition, detection levels for Anthracene and Heptachlor are higher than applicable water quality goals and cannot be considered to be _properly evaluated at this time.

BV-4:

BV-5:

Purged water contains barium and Heptachlor.

Purged water contains arsenic, barium, Heptachlor and
Aldrin.

Ms. Judi McCaslin

Page 2 ends

Studebaker-Loynes Landfill
SL-2: Purged water contains silver.
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SL-3:

SL-4:

Purged water contains Heptachlor and Endrin.

Purged water contains lead.

In addition, detection levels for Anthracene, Selenium and Heptachlor-epoxide are higher than applicable water quality goals and cannot be considered to be properly evaluated at this time.

Further analyses of the remaining well data, show a substantial increase in the number of organic waste constituents found. Even though these levels are below MCL or State Action Levels, they are not considered to occur naturally in the environment, and would be a threat to ambient aquatic life.

For these reasons, we cannot authorize discharge of any of these waters into the storm drain. A permit to discharge to the sewer may be sought from the appropriate local agency, or the water may be treated to remove the waste constituents, retested and resubmitted to this office for discharge to the storm drain.

Should you have any questions or comments, you may contact Mercedes A. Murillo at (213) 266-7549.

MICHAEL E. TAWEEL
Senior Engineering'Geologist
MET:MAM
cc: Mr. Hubert Kang, RWQCB
Mr. John Adams, DWQ, SWRCB
Mr. Kevin B. Aardahl, IT Corporation
Mr. Hassan Amini, IT Corporation

STATE OF CALIFORNIA
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
107 SOUTH BROADWAY, SUITE 4027
LOS ANGELES, CALIFORNIA 90012-4596
(213) 620-4460
November 21, 1988
Ms. Judi McCaslin,
Construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
MARKET PLACE LANDFILL-CITY DUMP & SALVAGE #2 (FILE NO. 88-50) Staff has reviewed IT's November 8, 1988 letter regarding monitoring wells MW-1 and MW-2A, which were accidentally buried by soil during regrading of the site. MW-2A was installed within refuse, and both wells were internally sealed, capped, locked and covered before they were buried, it will probably not be necessary that these wells be excavated prior to replacement. You will need concurrence from the County of Los Angeles, Department of Health Services.

Replacement well MW-1(R) is approved as proposed.

A replacement well for MW-2A was not proposed, and it is not clear whether MW-2 remains operable. Please clarify the situation regarding MW-2 in writing by December 1, 1988. . . .
'''''1·:"'''~"€'·>·''·"'";,,~,, ... Staff finds l.t acceptable to include the study of the Newport Inglewood Fault Zone within the final SWAT Report .
. (;;-'~::·'·"<,:< .. :.': . Should you have any questions or comments, you may contact Merc~des ·A. Murillo at (213) 620-5444.

RAYMOND K. DELACOURT
Senior Water Resource
Control Engineer
cc: Mr. Jim Parsons, DWQ, SWRCB
Mr. Fred W. Tahse, IT Corporation
Mr. Chuck Coffee, County of Los Angeles, Department of Health Services
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INTERNATIONAL TECHNOLOGY CORPORATION
November 8, 1988
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Project No. 240827-05
Ms. Mercedes A. Murillo
California Regional Water Quality
Control Board - Los Angeles Region
107 South Broadway, Room 4027
Los Angeles, California 90012-4596
Dear Ms. Murillo:

As per our recent conversation, I am writing this letter to inform you that IT Corporation (IT) will be installing a ground-water monitoring well at the Bixby Ranch Company ~-f'1~~rk-et-:-Pla·ce--·la:nafil_l to replace existing monitoring well MW-1, which was to be used-as one ofthe SWAT monitoring wells (Figure 1).

Well MW-1, along with another' well, MW-2A, was inadvertently covered by 3 to 4 feet of soil as a result of regrading the surface of the site. Wells MW-1 and MW-2A were constructed of 2-i nch diameter flush-threaded PVC well casing.

Both wells were sealed at the surface within locked steel traffic boxes.

Copies of well construction details are attached.

An attempt was made to find the wells with geophysical surveying equipment after they were covered; however, the presence of numerous metallic fragments, such as nails and other pieces of scrap metal within the soil, interfered with the equipment•s operation, and the wells could· not be located. IT believes that these wells will not serve as conduits for contaminants to enter the ground water, since well MW-2A was installed within refuse (well construction details), and both wells, MW-1 and MW-2A, were properly sealed with bentonite and grout and locked pri~r to being covered with soil.

The new well, which will be drilled near well MW-1 (Figure 1), will be constructed of a 4-inch-diameter flush-threaded PVC well casing with the same construction details as outlined in the SWAT Proposal for the Market Place landfill.

As per your letter requesting the submittal of a contingency plan regarding the identification of multiple aquifers at the Bixby Market Place, Bixby Village, and Studebaker-Loynes landfills, IT proposes to include information from published reports and information such as boring logs of water wells, monitoring wells, and information from a recently completed study of a part of the Newport-Inglewood Fault Zone, which confirms our belief that all monitoring wells at the Bixby landfills are located within a single aquifer.

Regional Office
17461 Derian Avenue • Suite 190 • Irvine, Califo:mia 92714. 714-261-6441 IT Corporation is a wholly owned subsidiary of International Technology Corporation --..., ,~
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November 8, 1988

Page 2 ends

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INTERK •• IONAL TECHNOLOGY CORPORATION
A thorough interpretation· of the hydrogeology beneath the Bixby 1 andfi 11 s wi 11 be inc 1 uded in our SWAT report, which will be submitted to Bixby in apprQximately 5 weeks.
·If you have any questions concerning this letter, please call the undersigned at (714). 261-6441.

Respectfully submitted,
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Qhn Audi ni s
Project Manager·
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Fred W .' Tahse
Project Director
Enclosure: Figure 1 - Phase 1 Proposed Monitoring Well Location Map Well Construction Details -wells MW-1, MW-2, and MW-2A
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MP-4$ PROPOSED WELL LOCATION
MW-1 S EXISTING MONITORING WELL
SCALE
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REFERENCE:
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BASE MAP- CITY OF LONG BEACH, DEPARTMENT
OF ENGINEERING, 1978 THROUGH 1982.
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PHASE I
PROPOSED MON I fOR1NG W'::I_L
LOCATIOfJ M,~.;P

MARKET PLACE LANDFILL

PREPARED FOR

BIXBY RANCH COMPANY

LONG BEACH, CALIFORNIA
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STATE OF CALIFORNIA
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
107 SOUTH BROADWAY, SUITE 4027
LOS ANGELES, CALIFORNIA 90012-4596
(213) 620-4460
: /Y/11111
October 20, 1988
Ms. Judi McCaslin,
Construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
MARKET PLACE LANDFILL-CITY DUMP & SALVAGE #2 (FILE NO .. 88-50) Board staff has reviewed the September 14, 1988 SWAT Proposal for the subject landfill, which proposes to identify the presence of multiple aquifers by chemical analyses.

We recognize that the area may not be responsive to pump testing, due to nearby injection wells used to prevent seawater intrusion by creating a pressure barrier, and therefore approve the proposed aquifer identification plan. This work can begin immediately.

We would like to caution you, however, that .anomalies in the general minerals analyses proposed may be present due to landfill contaminants, and an alternative means of aquifer definition may be necessary~ Please submit such a contingency plan to us by November 7, 1988.

Should you have any questions or comme~ts, you may contact Mercedes A. Murillo at (213) 620-5444. ·
RAYMOND K. DELACOURT
Senior Water Resource
Control Engineer
cc: Mr. Jim Parsons, DWQ, SWRCB
Mr. Fred w. Tahse, IT Corporation

STATE OF CALIFORNIA
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CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
107 SOUTH BROADWAY, SUITE 4027
LOS ANGELES, CALIFORNIA 90012-4596
(213) 620-4460
September 22, 1988
Ms. Judi McCaslin,
Construction Manager
Bixby Ranch Company
911 Studebaker Road
Long Beach, California
GEORGE DEUKMEJIAN. Go.·err:c·
MARKET PLACE LANDFILL-CITY DUMP & SALVAGE #2 (FILE NO. 88-50) Board staff has reviewed the August 31, 1988 addendum to the revised SWAT proposal for the subject landfill. The proposed surface monitoring location, analyses, and tentative schedule are approved.

Should you have any questions or comments, you may contact Mercedes A. Murillo at (213) 620-5444.

RAYMOND K. DELACOURT
Senior Water Resource
Control Engineer
RKD:MAM
cc: Mr. Jim Parsons, DWQ, SWRCB
Mr. Fred w. Tahse, IT Corporation
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INTERNATIONAL

TECHNOLOGY

CORPORATION
September 14, 1988
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lfi\,~ Ms. Mercedes A. Murillo
California Regional Water Quality
Control Board - Los Angeles Region
107 South Broadway, Room 4027
Los Angeles, California 90012-4596

ADDENDUM

SOLID WASTE ASSESSMENT TEST PROPOSAL

MARKET PLACE SANITARY LANDFILL
Dear Ms. Murillo:

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0 As per your letter dated August 17, 1988 (copy attached), IT Corporation (IT), as consu 1 tants for and on beha 1 f of our c 1 i ent, the Bixby Ranch Company, is hereby submitting to the Regional Water Quality Control Board, Los Angeles Region, a work plan to identify the presence of multiple aquifers beneath the Market Place Sanitary Landfill (Item No. 2). Ground-water samples will not be collected until this work plan is approved by the Board. As per your letter, Items 3 through 6 will be included in the final SWAT report.

MULTIPLE AQUIFER IDENTIFICATION
The following describes the procedures by which IT proposes to identify the presence of multiple aquifers which may be present as the first water at the site.

According to the U.S. Geological Survey( a), the study of chemical analyses using ratios to provide comprehensive classification schemes have been used extensively. Most of these schemes are not simple two-ion ratios,. but are attempts. to express proportions of all the major ions within the total concentration of solutes.

A simple inspection of a group of chemical analyses generally will make possible a separation into obviously interrelated subgroups. For example, it is easy to group together waters that have dissolved solids concentrations following within certain ranges (USGS, 1970).
(a)Hem, John D., 1970, Study and Interpretation of the Chemical Characteristics of Natural Waters, USGS Water Supply Paper 1473.

Regional Office
17461 Derian Avenue • Suite 190 • Irvine. California 92714 ·714-261-6441 Ms. Mercedes A. Murillo
September 14, 1988

Page 2 ends

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INTERNA.-.JNAL TECHNOLOGY CORPORATION
Through the interpretation of the analytical results, the relationships among ions or of one constituent to the total concentration in terms of mathematical ratios should enable us to define resemblances and differences among the ground water samp 1 es co 11 ected from each we 11 • Therefore, IT proposes to identify the presence of multiple aquifers which may be present as the first water through the interpretation of analytical data from the ground-water· samples to be collected from the monitoring wells being installed at the site. Analyzing the chemical data should enable us to extrapolate the data a·really to evaluate whether all monitoring wells have been installed within the same aquifer.

IT proposes to analyze ground-water samples collected from the monitoring wells for the following constituents:
• Silica • Fluoride
• Iron • Nitrate
• Calcium • Total Dissolved Solids
• Magnesium
• Sodium
• Hardness as Caco3 • Carbonate
• Potassium • Specific conductance
• Bicarbonate • pH
• Sulfate • Salinity
• Chloride
By comparing the proportion of cations to anions for Ca and Mg, and for Na and Cl, along with comparing the analytical results of the constituents mentioned above, we feel that we will be able to establish chemical similarities among the waters and, therefore, group the analyses to represent a single aquifer· or a water-bearing zone. Ion-concentration diagrams, stiff diagrams and/or pie diagrams designed to represent simultaneously the total solute concentration and the proportions assigned to each ionic species for the analyses will be included in the SWAT report.

If you have any questions concerning this letter, please call the undersigned at (714) 261-6441.

Respectfully submitted,
f§:p~
(J:h~~Audinis
Project Manager
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Fred W. Tahse
Project Director
Enclosures: California Regional Water Quality Control Board letter Market Place Landfill - City Dump and Salvage #2
(File No. 88-50)
SIX:0827-L9a

STATE OF CALIFORNIA
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD

LOS ANGELES REGION
107 SOUTH BROADWAY, SUITE 4027
LOS ANGELES, CALIFORNIA 90012-4596
(213) 620-4460
August 17, 1988
Ms. Judi McCaslin,
Construction Manager
Bixby Ranch Company
911 studebaker Road
Long Beach, California

RECEIVED
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IT CO~PORA.TION -/Rl'"''.

STUDEBAKER-LOYNES LANDFILL-CITY DUMP & SALVAGE #3 (FILE NO. 59-63) Board staff has reviewed the revised SWAT proposal for the subject landfill. Staff conditionally approves the proposal at this time, wit~ the understanding that the following items be submitted to this office under the schedules outlined below:

To be submitted by August 31, 1988·:

1. A surface water monitoring plan (and map) designating the location (s) of proposed surface water sampling, sampling schedule, protocol and analyses. This procedure should be in accordance with Article 9 of Subchapter 15, Title 23,
California Code of Regulations, and the sampling should be proposed at least once during the SWAT monitoring period.

To be submitted prior to sampling of the monitoring wells:

1. A work plan by which you propose to identify the·presence of multiple aquifers which may be present as the firs-t water (obvious head differentials, chemical parameters, etc.).

To be included in the final SWAT report:

2. All available information on existing or abandoned oil wells on the property, including a map.

3. As-built plans for the passive trench-vent gas system.

4. EPA Method 624 analyses for any unidentified peaks greater than 10% of the interval standard for . purgeable organi'cs obtained by EPA Methods 601/602 analyses.

5. A more detailed geologic section, crossing the main body of the landfill.

Board staff feels that the SWAT requirements for leachate sampling, vadose zone monitoring and permeability testing at the Studebaker Loynes Landfill are not practical, and we will waive them. These Ms. Judi McCaslin

Page 2 ends

Long Beach City CouncilSeptember 19, 2023

Long Beach City Council
September 19, 2023