-------
002735
-------
§| McCW&Ad et$»ejP"
LOG OF BORl
»»OjtCT fctnnmum, Hut*, - «cfoo - Su» Cm. gfe . twmca.. Itm
tllW WNW lrj*»U C«»rfvltj«ti " . " " '""
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tqyi ygNT isciuhb tie. Im «w«»nt, »}>% CUY Id)
B
M
5S
SH
Id-
"1
-llflto jriy and IrroatilM yeJUta* Aeio» 9'
3
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15
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81
9 suki 191}
*«!tfi oeca*!***! «llureout AMhilei
tl/ri «wi m«4 «m«s bald* 13.5*
n#,r i
Stiff
?*
{r«eniikl $tt|fi CUW iJiUh ^rcwtnT
*miy lilt poefcets Md
cU>*y tilt pitt^
TKlAXIAt. COMPSESStON
4> lOfcVANe
B HAND PEM£TROH£TEft
aamttc NO-
PLA^E 15
-------
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LOG QFBGfilNaNQ-SI$$&&5
cavalcade contaminant survey
METflO-STAGE ONE REGIONAL RAIL SYSTEM
HOUSTON, TEXAS
LOCATION * t .
SUHMCSEL *>.»•
~4~li: Sr«i«i f(« Jintf JF«rf. fliv
Uih W«w 'l«r *jtA« lAd.^Ui
122ZH •!(<) organic *m*r
V ¦ gg
Cr*y f|A* sind, tU^df cijyey
11
Qi
E
>Q
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12*
** !
SO
JO9N0 tMMflOS \
COMPtCTlOM DEPTH
OATE :fr 1. IN)
l>EPTHTO WATER IN BORING Crmirt ufMm
«#9lcUWI
93
04
WATEfl CONTENT %
W#*to€ '
i»«m N*!yr*i U*m
50
I !
SAMPt-SR ; r tOtB-Mllea t«M
OftltUNG MetHOO «tl R«t»r>
UMCWUMieO $N£*A S**E««JTH £
*»>s»,£i«saFr
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4 '«•»»«•
B MlAtf »VNK»Om#W*
¦«(ll(!*¦•
• *»»»«*»«
-------
LOG OF BORING NO. CAV-SL-26
CAVALCADE CONTAMINANT SURVEY
METRO-STAGE ON& REGIONAL RAIL SYSTEM
HOUSTON, TEXAS
LOCATION - H 7J*.>SS; £ JiW.MV
SURFACE EL 51.?*
o*
fcX
52
WATER CONTENT %
LfotPtf
taw* Natural tfcwl
m
] UN0AAKNED SMgAfT STRENGTH
ki^s pea so ft
as t.» t.s n n
«*e»*ccits
.» . n
«• m
iHIt; Ori^I <<«d sand.
Cri) v*4 «C«m «Ady eUy
-ril
*» ^
- n
H'
M2.
I i
—L.
¦lOB NQ - MMM
COMPLETION DEPTH 10.0*
CATC ,. H»y 7.1l«l
' OEPTH TO WATER IN SORING ' Crfeitot upon
SAMPlCft. IT lube
tJfllLUNG METHOD : (,rv
SMO^tNUfiCW
# UltW^C4IR^M
A UncdflseMeiee^lMtfwiiiidi Tmmi
Caffier******
^ VtMihfi W»
feftt* if*«&0«* MKWffiniMM ftMli--
^tonrtn*
0HVM
M*«l«It**•
CUU»» MUCK * M4*if
PLATE 6-1C
-------
tQfi op BORING *10. CAV-SL-2r
CAVALCADE CONTAMINANT SURVEY
METRO-STAGE ONE. REGIONAL RAIL SYSTEM
HOUSTON, TEXAS
I:
i
,o||i
:c
ic
*o -
LOCATION - * n4,9QQi £ 3,157,37*
&u*fac££i so.**
"JtU: Cr*v*J dark eUy
. Cr^y brow nitty
JOO MO. OUi-OOJO
COMPLETION OCP,1|: io.0«
0*re n,y j, usi
DEPTH TO WAT6H IN BORING ; Croutcd uBw
6 SO fl
«_« II 2.0 2s
XftO«*SCAt$
J4 « m t»
1 !
Ill
tnt£#fl3TN LE0(NO
A UWmH4ltMI>URdrtWM
•4> y*nt
4fcMUl jpftfttfC I(vh4 mtfrzti* «AMM
ToA«tv#
A Hi nil ^PMiroAHrtc*
PLATE 6-t
-------
HOUSTON. TEXAS
»c
location m c t.nr.M ¦
SUHMCCEl. »*-«•
CI 4T > i**5S^gjj£§«Afet
|r<9M <&*4 ffly fi«H ilAd
3«
WAT€ft CONTCHT %
UiW ttcferit t*ft*
*6
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s fw s»•:¦<*» m z*
H »• UK
I
i s f
; i-
I |
1 t
1 :i
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f i I 1
; i ! j
308 HQ : OfM-OOM
COMPtEtKMil OSPJH. <>.«*
DATE r«wu«r '• 1»"
depth to water in eonma »• »*
OATS: *l» li>, '»«»
SAWPtEH N0 Uflplct tJKCn
DRILLING METHOD , »«< BotJr,
SMCN4TMU
-------
"W#ALCAO£ CONTAMINANT SURVEY
METRO STAGE ONE REGIONAL RAIL SYSTEM
HOUSTON. TEXAS
JOB NO. . (HJii-oooi
COMPLETION OB>TM: »-»¦
frtruiry «. <53>
OCfcfH to WAT6B IN BOBING *.*
DATE V". m>
SAMPtW'- ho iMples ukcit
ORtUWa METHOD *et Hour*
- . $MCNOTM|C.OCM>
A ******
^ >Mi>W Wit •
A906* *¥*$&$ «&0«* »**«*'• ********Htttl
fl| H«I4 ftMUHWWWNtf -
« »-* ••«¦'»»
-------
CAVALCADE CONTAMINANT SURVEY
MEi^STAGE ONE SBSIONAll «AJL SYSTEM
" ¦ ¦ HOUSTON, T6XAS
to
UOCAHON. M 7)S.MJi E l.liniK
SURFACSEl 51.0*
: 8rw« fi«f S4*tf ....
JOB NO.: OXl-OOO*
COMPteTTQN DEPTH ; '*.0'
owfriimiity jr. mi
06PIH TO WATER M flORWa :
0*TE. tr. mi
I
Is
B
S
is
WATCH COMtENt. %
Bfts&e
Ijew*
+
fCttraf taiftrt
m
SAMPti&i „• M» triples wit«<%
ORH.LINO METHOD i<(t Rotary
imawmat snc*fl strength If
iwapimoinr
&i iQ u a.o is
, iionsCMf
**v. *» •-!» ^ m
II
j i
i i
! ;
I
I :
i •
i
» i
I i
« *
' i
ST«G*OTMi.£G€WO
#
-------
I.OG OF BQRINGNO. CAV-OW-07
- CAVAkGAD6* GO&TAMJNANT SURVEY
M^RCKSTAGE RtSfONAL RAH. SYSTEM
HdtfSTON, TEXAS
n
ss
tpCATlON *; if
$UfW*CEet
mx
Cm*, cu*
flettiM iMdf ct-if
$r«Ki fine S4ft*
joe : titej-oa?0
COMPl;£T«ON OEPTH: ».#'
IMI*E . H4> I, »8I
DEPTH TOJWAtln IN OOBING: *-l'
DATE . Mi, ir, -us)
s|
ll
5e
WATen CONTENT s
CKtMS UQtttd
U»»i Hrti/ntf lxTHt
M 40 .
! f
i I
SAMPtEA - Np S^tei t4fc«n
¦DnilUNG METHOD - *M latiry *£th no
CKircuUifm of
fjula
UNGfUmCO $H£Aft STXEajQtM
**$*€« sort
OS 16 1$ t& IS
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» » ?*, toe i}f
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£ Tnainw
4 Via#
«$~ Tdvyan*
fli Hin« P»»«tf4*n*H4
-------
CDM.
LO DF BORi NG / M ONITOR WELL 3. * 0Q-|
NQfc.flCAVALCADE CGWRWINA»# SWRVt.
-tf..
. £
Ul
O '
<4
i
w
- 5-sc
¦10
S*1
•15'
St£
sc
.so
m
m
SP
5E.
/
-30*
-35-
-40"
-45
-50
SAMPLE
DESCRIPTION
park fc>rtx»X> clotty S<*rnJ| uiitk
{©btsTT' _ '
£aJ*yz, oS aijCv'«,
S«i-vc_ lu a,
ycl(«w e4*y
<^S a,ta^V» • -•-.•• - - ,- . -
(&adL"^ «i*p
v"PS^»'C«mj>
fine yelk** $«t<
Swie. *
¦§*&£&. '^TkiSo*^a£feUd<q
WU'
23-
sr
m-
r
is
i£
31
M
i&:
.38
es
ig
sr
st
ST"
S>
sr
gr
CONTAMINATION
M
M
N
H
H
N
M
£A
ji
fsT
< E
> S;
O^r
•5|
>?r.
N
N
M
N-
N
h:
N
H
H
Monitor W«ij
Completion
10-
•15*
-30
35-
40-
45
50
Mats? ia>
Ooiertptioa
rnrrrrn
1 * -V*
^rxwj„ia.r
S-eVforv1<-
. f3"'
pteite rs
pM.
Coli^f "Sfi.
/~4* «a s
*TH
If'S'P
J 1
J I
t
3 1
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¦«.= ^or4U C^olcxttk^
. Job Mn - I / 77- 14-1 Qfli* 0dltoJ:iZcl±^5__ *•"•• tiisLU
EI«vation=
Top of PVC Cotinf
Total n.flth: 2.0
ftuWMiifc
. Casing SIi« a Typ«:.
Scraw <;««:^10 nriiiiw^ M*thod;.S
002744
-------
LOG u# BORING/MONITOR WELL Nu« -
¦x
O-
Crt
<.
UI
tz
o
s!
X
s
<-
SAMPLE
DESCRIPTION
irr>.y strtvsWvl -fc «* c*4
&U4y sartd ' ; | _
6fl>y S.VW"' aand •
tA cloiv" at- bottufl
Hani ce2T* 3™/ cio-y
amd 3hg.ll -^Ti>.«rr>e^«;
J>oric yaiy iilty +«•»*- J>«*na
Same* os above.; u>/calc«cec\^
GroS-W SariAj *y yettou/.-
^teiniw^ ' ¦ ' ¦
S<«n«. c*S oto>i4-;i-y
dnJ feiokcvg orymic. Craote ) S^ruafeS
S«m«< «*s at»«.ve.j c*>Sa*r^&i«s
^ojklts • __ - .
Sa«n4_ tvFtkW6*«.; waStx~, s«*Eir5feSj
&wt.ai gbova- .»V UicuJC * yelu^s^ifiC.v^
15"' — rfeaUtvsH -feit. Sand
bmian ' Bnt S*fa >
(\lo rec£>MeJ*y
6nw gand
t o z$
y-
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s
at
SS
w
MS
#.8l
iS
iij
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0)0
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sr
5T
Sf
Si
.•as
ST
St
CONTAMINATION
N
N
H
H
M
N
N!
N
< £
o-l
(Q •£
« S
N
N
N
N
N
H
ft
NJ
isi
N
*4
M
.5-
10-
15-1
20-
25
30
35-
<«>•
45
•50
Material
Description
/-Cap f
*""* of Cast.
* » «
¦"iijii^ i
CoOcrg.tyie#%
S«0Ua*i/St&fi Au^C,
002745
-------
CDM
urn- <}F mm n g / m onitor
NORTH CAVALGADE CONTAMINANT SURVEY
a.
ui.
• to
-20-
SM
an
SM
£P
SP
SP
s#:
at
-30-
-35-
-40-
-45'
-50
SAMPLE
BESCRl#T15&k
caKsc^e
"Tan t -ffae. Said «*5 •S-ti-V
U/'. Some- ci«iv ^ --
5«ne-
w
!#;
?5*
grtk^n ^ J**n S3v s<*«4, uy'clay
,Sife»y> 1—_iU-i—1 : -
* aroSf jffiu,
tardi <4rTfcy#S'- , { ;
21
2i
12!
J#
1$
'SS
ST
CONTAMINATION
N
H
H
N
(Si
N
H
N
o
a
o
£>
o
o
o
a
<0
s
¦o£
lilZ
Ij «*
«?-
SjjB
•5^T
>
10-
-IS*
20-
.25,
-30
35'
40-
45'
-50
Mobijor W«(I
Completion Data
1
/-Cop H
Material ca>~ Tot>^*
Description
JESES^T.
CQrtC*PC&?S
BsAnttt
Colkfse.
of Casing
£ Conceit#
Pod
> • ¦¦
ty
•-Casing
Co.Oio)
Sedrtnent"
<«t=
Sil*=
BP fir
Jab No.:Z22:.—
Flairtltinn:
, Dot* rwiiterff 7—7-56 w«ii na,= OW - 3
. Top of PVC Cating.
Total b«ptfe 2g'
' Cothwwritr-
.Cosing Sizt ft Tjrp«:,
Scrim Saoi^SELorilltas ito/mttft. tfoPQ1^
002746
-------
LOG OF BORING / MONITOR WELL NO,
NORTH CAVALCADE CONTAMINANT SURVEY
C03-4-
o.
Ul
'TO-
-10
SM
M
ML
ML
St
SF
-15-
-20-
/,
SP
SG *-
m
-30
-35-
-40"
-45-
-50
6»
o
SAMPL.1.1 j.
DiscRtpridil
6«, j SoH»rt*jte4
joMQ S«t¥ " ' ' : ^
..As «W?i. ; .
' '.Vi...
(^rv^rtjrotJn -fVn* foini.\t)/sfltj.
Ortwvji» <¦ gray -ft,ve,«- °>
Ul ^
»*
5jZ
«J5
10-1
IS-
¦20-
-25-
30
35-
40-
•45-
-50
Monitor W«ll
Complttitfn £>oto
Molarial
0**cription
/-Cop 5
^r-B«L$T6p
of Casing
I'l'U;;;;
car>crt^St'
<5ranuU\r
cfeilUAs
v ¦
;%k
£
Cencret*
-Casing
Scroux
tp.m o")
SsiilwwkV-
lfc*f -
Sit*:_
,Job W" - Uh-I4r\
Dot* f^lud- /'7'8(fi wdl Wo.: 0^ .0. §
, EI««jtion:
. T«p of PVC Casing
Total O«oth;<23
COffifflMtS- _____
.Casing Six* ft Typ«:.
.Scrim
«5i^;O.OlO"nriiiiny Mtttmn- ft" fH'r-u Au-ojir
002747
-------
' UG Jf Idlip/MCJNiTOR WiLL k^OOJ'S"
NOSi^ G^t^i cpN^ji^rrr survey
Monitor w«11
Companion Oofo
-3E
•l~
a.
-5-
¦10
-15-
-20
UA-
m.
fflL
im-
m
/'
m
OA
m
-30-
-35-
-40-
-45
-SO-
SAMPLE
DESCRIPTION
T3,rC*. -Rrte, Sand. -j
"Xq„ i Hy tJixy idf red 4V«.twif^
$tx!3hsfoft»{ qnxwiivj -Ril *'>
l*r-c *
o
o
•«
If:
b
16"
»sW
«a2"
>-
-5-
10-
-J5*
20-
«5
-30
-35'
>40*
-45'
-50
Material
D**cripfion
y-vap
c£t-EI#¥.,Tih>!
** ofCniflf
1U.—'.'t
Co^crS-fc
ViV
• X!.'
Gremutar
8«*iifentte
fte*Th»or^-
fe.tfe.TS
Sa
' P«.
nxJalc
-------
LOG GF BCJRiNG /MONI TOR WELL N0.( 0UJ ~i
1
Z a.
< s.
>£
O—
uj£
U2
55 8
Monitor Well
Completion Oata
10.
15-
Zth
zs
30
¦35-
40-
45
50
/"Cap
Material . jA«-EW.fTt
Description
noo»jr
r«»tft.te.
...
Ce>U(Xp%-
ef Casing
f' Concrete
Pwl
••'» »>
-Cosing
Screer>'
S«ir.*»wi
"Trup,/ N)
*t EPA ; ' f V :
tvior4u CAva.fcwie>-
Jab Wo :1 I i 7-141 Date lViH«t; l2g ?&."S5~ Wall Ma : QUJ 'CS
, Elevation'.
.Top of PVC Casing
Total
Comments
Size ft Type1
Screen tvitiiaa unw^iiB
002749
-------
COM,
; BOR1W§ / MONITOR WELL WJ-
north Cavalcade contaminant survey •
-T'
>-
z
GU
<.
a:
2
1
ts
zz
.CONTAMINATION
d
/-Cop J
^ El#*., Top
Of Coring
<-Concr«t*
/ ^
1 «L
~ae-¦
a.
s
4
to.
-*
,*r
:.m ,
%n
Ul
if
<
to
SAMPLE
DESCRIPTION
>»:
oc
Ul
>
JO
!- «
>-
MoKriai
D#IcriptiOo
ML
*ih;
t£
;Sf
N
:—•
".¦:v
—-
.-4
Mo rfccove-ry —i'- f
•' —\-
-"—¦
¦ _ ¦
'—T
Gnunu\ -a.t(*i.«y. 5^fWiAa,
< hr t?V€rY!rlM*4
#.
"SS
rr~""
¦-:*C
-15-
.,-V,
2
* Streen:
/.
.. -V _ ; _ * ' j j ^
\Ptoapjr -Wwowigti 4^4^*^ ¦
3~;
—;
' r'
—
—
(p.aio")
-2£^
SP'
IStm ^>y^a4 » nM, ~.
' fc«»4-; OowTna, 4- '... . :
12*
ss
NJ
_
>—
—
¦20"
i
...
A
/\ugtr TfftuJw^ Saif6s
-*¦;
~.
—
•!—
—
—
*
te-pl
Bcm -QaAss^U «d£ *¦ WoWk" s«*cks
i?"
CT5
N
S
Ud - btvto&sl&v» ssKSF*-/*** steaks
|t-
ul'
»25«
Tra p ,
-
"A.
¦Ji
\z«u-Keo»1 s«nd reJLA."r
002750
-------
LOG OF BORING / MONITOR WELL NO;%
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor W«i!
C ompUtion Data
IL
ui
m
'15'
-20-
CL
5P
m
*
CU.
M
w
-30-
-35-
-40-
-45
¦50
SAMPfcE
descrifi ION
Dark bfWrt *• re4 eJay
fWf - •. ¦ " ; "
-TFT/
Pdrk bi-bUA j. Sand
PwK bftfefcr silly So»h
•fa q rirt-y SQru)' _
tw4 **V
Same, ens oibbvt-j cyrycJlot4^j'ro<\
. •" •
&««»>€> as gboM'g-
Qtw„,;,r •
Gnxv 4»y* rtfi #-Wt»cl<. '
Sfrsiks ' 1 '^*--
Saw*^ aS'"ai
ue.
Ho r^jjos/exy
,}£&Lj* -new •gjttV" ". ..
<2^ -ftvyie Sand ii35
*jnw —
I E> B®nV\
3.
>
UJ .
Ui
;0CV
Iff
, to
:sS —
3 ^L,
sr
ST
sr.
•is
ST-
. CONTAMINATION
N
N
H
M
N
> 2-
a.
W *
jo*-
25
> «
10-
15-
Q»
-25
-30-
-35'
40*
45
50'
/-Cop
Material c=4^r"EI*!>''
Description
-EI
Q'^rt'sX'/i
RiStfOrg+t.
Sand
?%ck
S«fvA
y
"Tftf
f
of Casing
Concr«t«
Pod
-Cosing
%5.6\w)
nt
=_EE&.
¦nil
Job wo.-,777 '¦
. Elevation;.
>4-1 Dstt Prills - \Z-l'3-9>S W.ll MaV Qty'fc
. Top of PVC Cosing.
Total Duth- 2P
Comments: ______
.Cotiftg Sin flk Typo:,
.m* M«tt>o*yr
002751
-------
NQ0H CAVALCADE CQNtAf^JNANf SURVEY ;
a,
UJ
a
SM
~s*
¦ to
-15" 3f
-20-
OL
m
Sm
Sm
sp
#F?
ii
*
M"f;
-30-
-35-
*40-
-45-
-50
SAMITE
DESCRIPTION
LL.iSSt. s? : :. 1
^ J+ij Sw/'jd vJf
m- .
<*S aJbali, -j/ inanLD-Sl^' '
Sil+ «r<4 5 •bton.fia
T>3oyd-
AS
-fees- l^Cfl
niiaBtjSifi—
«/ SticJztni'fes,
TT>
/3onnj
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-«•
III
s
a:
.53s!
ss
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1""
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»«3
coNfai»iiN4tidN
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. Q
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N
H
n
H
a
w
M
:4m
H
N1
< E
5 a-
o-S
H
a
uZ
_l£
«JZ
,S> B
M
H
N
W
N
H
H
3SC
M
J&
Monitor *«ll
Completion Data
i.5<
10
•15*
20s
(-25*
30-
•35
AO-
-45
¦50
Material
Description
/-Cop
eAr-6(t»..Tog
of Casing
JI
horrk3t\*lf.
"JSicrs:
S^d
-pajJc
t
•-Cojing
Concrete
Pod
Sc^ssn
£o.O( C 'J
—rcC
nt:
. -»"»> No.; 1777' fff pat, Wiled: Well NO.* ••Q'*J ~ %.
ill.; Ho(4h &J&I&U
. Elevation;
. Top of PVC Coiing
Total Depth=
Comments- _
M'J.
Cuing Stze ft. Type=
Scrim SinMethod.!? ^/o//o^ Sfyl
002752
-------
LOG OFBORING/MONITORWELL NO.
SURVEY
\Q:
'/'tvKtl-
Monitor Will
Cotnplttion Date
-5-SK»1
•IS'
-20-
SM
ML
/;
Crf
-30-
-35
-40-
-45
•50
in
SAMPLE
BESCRlpTiON
££
tLl
2qZ
M •>
|0.
>5*
20-
25
30
>39'
40-
45-
r50
/-Cop .
M 01 trial ; rfr-Eltv-.ii..
Description | | of Casing
~Concr«*«
Pttd
JSE5
(J'anutar
&en4»ol-Vfc
Pack
CaHaJSi
«»-Cosing
"Stiffen
(o,6io)
nt!
«*» No<-4k r^«xtmA
-------
CDM
lo( Jf B0RIN6/ monitor wIll k* 6o5-it « DB40
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor W«ll
CompHfion Data
-5-
S(*
9*1
Stt
-10
Igtt
-f5-
sn
Sen
/.
£r
cu -
SAMPLE
DESCRIPTION
Prfil "mrcu^H -£?H
feroojn srVrf 5a*d.
Ytilow #• tnstwA.sfilv 5a«t fec-^gds
Su«e, as abovie
®S rttov'C-j More, S« It"
sHtyiaivl
Tgy\ ^gcTkHy
20"
¦, v-; -—__
tsic recovery
BroUA Soa3,
nwxviery
I#
fenowrt gaywt^ds£-
^ £wvA
(ftlA S»l^y clajf "sasyji
2d"
(4'
20
15"
ir
23-
-54i
*-3T
*S
,9 O
« H
feg?
ST
$r-
ST
ST
sr
ST
ss
sr
sr
CONTAMINATION
M
N
N
H
N
N
N
SI
51
SI
N
o
o
4
O
o
a
< §
> £•
©
o
c
o
o
15~
O
iu£
si*
it
N
M
fsi
N
N
N
N
TX
N
¦5-
10
:«5-
20-
25
y^Cap
Oatfription of Cwir^B
JS
Gnwuk?
g*ntcnit%.
fierJwnVta.
PeiW\s
£«nd[
P«^K
San d.
0>Ut\p5t
«r«t«
Pod
-Casing
Scr«**\
( C.OIO)
-30-
-35-1 *+
r40-
-45
-50
TO Hor-inj 2^'
•30-
Siii'iwr
~CrxAjj-
.35.
40-
¦45-
SO
gPA
N^pr4k GaSoA Cj».q^
, Job Ha- Ti t7- 141 Dot* DrilUrf: W«ll Ho.' Q
. £l«votioo:.
. Top of PVC Casing
Tote I D«pfh= m.
Comments-' _
I
. Cating Slz* d %»•
ScfMn Sil»££!ii!brilli»>fl M«thod: fT SHt-\ ft^.'
J
002754
-------
LOG dF iaRIN6/Mt)NltOR WELL fw.*OW~t2-
NORTH CAVALCADE CONTAMINANT SURVEY
.5.
-10
Sc.
sr\
S*
-15-
m
•CJU
l«s
SAMPLE
DESCRIPTION
Soiree. «& w/ v*l
»4.i a^\w>4ae. a^yc*
isle
<\s>
Qcmfifk Sf^'f r*d*r
V>fOu<\ tno>*r ... . ___
Jit—
S^X>- »U
oxn
ST
ST*
ST
SS
CONTAMINATION
fsJ
tO
N
$
M
tf.
silt
Z O.
0.4
*>.4
0.4
§.4-
< £
0.0
0.0
0.0
0.0
0.0
G.%
Uj£
Zi ™
5 G
5**
>. H
>-
hi
hi
H
***3
^2.
«e.
12.
13.
'4a
¦•Bk,
»T,
W>
5-
10
'I6J
Monitor Well
Completion Dots
/-Cop
Material p/'fl*'-
Description
riwsh
" H v
0*nW«"te.
5 Well No.: d*S Yl
Elevation;
Totol Depth: J^I
Comments-* ___
. C**« Siie a t|T*:^"^ Siawe— SiW'P'iLPftBf
Top of PVC Co*if»fl '
Method ^otLstM SferfA
002755
-------
CDM
Lu/ OF BORING/MONITOR WELl. NCU 6kH2-
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor Will
Completion Ooto
X
£l
-10-
-IS
-20
SCI
-30f
-35*
-40-
-45
-50
tSt
sm
cri
al
17
SAMPLE
DESCRIPTION
sand U/ y*Y
£*•«. «S (4/ qrtty iiVrj ityvT
£&*£, (VlAf ba.^
SatM. Of', ailatfJi,
f4c £cu*v^Un^
AS £>S»4:7^
ter
RsJJiUk-WtWA , w/ g«|
PaJU.»Vtr»w;> sin\j cUy «U*A
frutjtures ? , AxTtST
kU s"'
n
is"
i&*
Z?
2%
£§l
II M
t—OT
MOI
sr
ST
ST
sr
5T
ST
CONTAMINATION
H
N
Ni
nS
M
3-g
Z a
X*
0.2
D4
0.4
G.4
6.4
0.4
2*- a.
OJZ
0.O
04
0.5
0.1
64
O/l
w «
W*
2'S
M
M
M
N
y .**
S2
vi
ra-
-15-
20-
25-
t«.
Ji .•
13,
•30
»4
0=^
-35-
40-
45
50
r- Cap i
Mot# rial ^r-Eta*.,U
Description
PI «.* h
ft etui t
_S
NS?
Grow.-\-
feiUAs
S«m4
P«ck
S«wl
CotU^i.
f
tmm
at Caim
Concr«H
Sid
-Casing
fcUnlc
5cfe,
{^C.CtC
SwL"i*tttV
"Trap
1
Clitnt
si«.= KorUs
"adcAcoA^L
Total 0«ptti-
Coa
002756
-------
CDM
LOG OF BORINWMONITOR WELL HQ.* OfcJ'K
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor Well :
Completion Dole
•10
•15-
-20
SP
dl
m
*30-
-35-
•40-
-45'
-50
SAMPLE
DESCRIPTION
hie So^^lirv^
(s£>S4$)
(JMS*~0TO£g"4- Saxxi itf «f$CW. \C% .SH"
; i^ir| gfllzflw^S iwUWl >'¦
%tM'4rrbr**A u*f
~TD^
Ul
5
S"
m-
if
Ms
, M M.
coco
¦ST,
CONTAMINATION
3*5
Z o.
6.3
03
< §.
>¦ °-
oJ*
O.O
0.0
UI&
1 «
jg3S
5> S
tl
>
H
H
Sr-
10-
-15-
20-
I
1®
Octf
25
-SO.
35-
40-
45.
50
. <*¦*• -
Material
Description
Mount
/-Cap
sax~Ei*'
Of Ci....>q
JEEjvi..-
"Ng
GnsvcV
6nwular
Biuwcnit*-
S: 2r*
Comments; -
. Job No.:UXLjM.
. riavntinn:
. Date RHItod; 7 ItsJofe Wall No.*
. Top of WC Casing
-Screen Six*
MSlOrillwfl ilitfiinrl" ft"
-------
CDM
LOw OF BORING/MONITOR WELL NO.s Oi-tS' («8a*Oo*JE0;
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor Well
Comoletion Ootd.
5-
10
-is**
-20-
I-3&
•St-
Ci_
<9<\
3o
!
- 5>
-10-
15-
20-
25
34(
©
©
¦30
IC.
U
35'
Material
D* script ion
Ft«-sK
j-H'j::.-,
/-Cap £
of utsifig
¦ns
(SrovcV
6ran-4.1af
ferjtw^l.
..ftafcfo
S<*AiiA
CoHa^s*.
*~?
£
Concr«t«
Pod
'Casing
lMartVc
5«X!AA
(jo-oic'*)
5sJii»artV
Twp
L40-
1-45'
-SO
m>=2&'
O".
^aur
40-
•45
50
Cli#nt!
EPft
at.: CaMaWku
Job No.:3H2zJ4l Dote DrilledWell No.: 6uM5"_
, Pi«>«iti>ui; Top of PVC Casing.
Total 0«pth:5^_
Comm«nt3: ___
Casing Siz* ft Typ«-
y fMC, Sammn «ti«. P'OlO" nrilli^ M«thod=fl','
002758
-------
LOG tfF EI0RIN6/MONITOR WfeUL N^. = OoJ
NORTH CAVALCADE CONTAMINANT SURVEY
Monitor wall
Completion Data.
-5-
-10
-IS
-30-
-35"
-40-
-45'
-50
£
r?
SAMPLE
DESCRIPTION
Ho Sa«v^tir^
liffiC^-VTTfriTTfK.w»i. urtfc,-J
a*d'o|r»^ ciay, ruH-r,
~TD>=35"
18"
2S
|2 Si
lit
&&
ss
CONTAMINATION
51
Ǥ
> &
sz
35 C
>>*
M
y f
|o'
1-2
5-
-10-
15-
20-
-25
¦30
©
°1
Ctf
35-
40.
'45-<
50
Malarial
Description
Plu.sK
MoMt
y- Cop
ydSCr-Ettv.,
of Co.
JEE^T^
V:
&4nW'ije
r-Coni
p
cr«»t
f^d
*n«-
•-Cosing
6»1«aU
Screen
(o.ClO")
SPA ¦hh N./rni-m M, Dri.^n^ w,imfl.;ou->5 W
Shi (^Ot4Vs Cft^lcx^kf. Flonntinn; Too of PVC Casing.
. .Ser—n «M».tO.OK>*IwiH«T Mttfrnf- iVfcr fW*.C._
r«nm.n^: Ntvi u
-------
CDM
LOv OF BORING/MONITOR WELL WO.* O^-
NORTH CAVALCADE CONTAMINANT SURVEY
¦5-
10-
•15'
-2a
31
-30" v
-35-
-40-
-45
-SO
SAMPLE
DESCRIPTION
(Jtuv sTt+y-tir*, £ «"
N
N
&
S":
u>
-10
-15-
©
o=
oi"
Monitor Well
Completion Data
S-
ZO-
25
-30
-35
-40-
¦45
•50
Material
Description
Pla-sh
Mount
/- Cop |
3yr~Etev-.il
of Casing
(SrtaA
figvuiW.
BotW'tfe.
P*.\(iAs
S«A<1
fat-k
{WrWl^t
r
Concrete
Pod
-Casing
•Strata
(o-etO";
~li«nt= -£fA
g;«.: f\WH\ Ca.\W IcaA
-------
Shaw
Shaw Environmental & Infrastructure, Inc.
;ct 100376 Owner TCEQ/EPA
Location North Cavalcade Permit No.
Boring Number TMW-1 Total Depth 33 Diameter 2.5 inch
Casing Elevation Not measured Water Level: Initial 14 Static
Screen Dia. 1 inch Length 25 foot Slot Size 0.010
Casing Dia. 1 inch Length 8 foot _____ TyPe PVC
Drilling Method Geoprobe (Direct Push) Sample Method Liners
Completion Details Sand 6.0-33', Bentonite 1.0'S.Q' Temporary well
Driller SCI, LLC Log .By B. HanJmant Date December 10,2003
Depth
(feet)
Lifhology
(USCS)
OVM
(ppm)
LEL
%
Sample
Collected
Lithology
Notes
10
CL
ML
15
SM
20
ML
SM
25
CH
ML
CH
CL
30
ML
CH
0.2
0.1
0.4
0.2
0.7
3.2
2.3
6.5
13.3
Silty day, very dark brown (10YR 3/1),
slightly damp, medium plasticity, stiff
Clay, light gray (1QYR 7/1) mottled yellow
(10YR 7/8), slightly damp, slight plasticity
SAA only no mottling
Silty clay, light gray (10YR 7/1), trace of
large iron nodules, damp, slight plasticity
SAA
Silty clay, light gray (5Y 7/1), very moist
Clayey silt, light gray (5Y 7/1), wet at base
Initial water @ 14'
Sand, yellow(2.5Y 7/6), fine grained, wet
SAA
No recovery for sample interval 18' - 2ff
Clayey silt, gray (2.5Y 7/1), wet
Sand, pate yellow (2.5Y 7/4), saturated
light gray (2.5Y 7/2)
24' - 26'
Clay, light reddish brown (2.SYR 6/3)
Clayey silt, SAA mottled light gray (10YR 7/1)
Clay, reddish brown (2.5YR 5/4), dry, hard
Silty clay, reddish yellow (SYR 6/6), odor
Clayey silt, SAA, wet, medium stiff, odor
30* - 32'
visible dark oily staining in small pockets
Clay, reddish yellow (5YR 6/6), very moist,
odor
Pushed to refusal af 33\ set temporary well to 33'
~ Initial Water Level - Feet TOC
Sand
Cement
SAA Same as above
Bentonite Seal
Pelleted Bentonite
Page 1 of 1
002761
-------
Shaw
Shaw Environmental & Infrastructure, Inc.
-!ct 100376 Owner TCEQmPA
_ .ation North Cavalcade Permit No.
Boring Number TMW-2 Total Depth 32 Diameter 2.5 inch
Casing Elevation Not measured Water Level: Initial 15 Static
Screen Dia. 1 inch Length 25 foot Slot Size Q.Q10
Casing Dia. 1 inch Length 7 foot Type PVC
Drilling Method Geoprode (Direct Push) Sample Method liners
Completion Details Sand 5.Q'-32*t Bentonite 1.0-5.0' Temporary weft
Driller SC!, LLC Log By B. Hardmant Date December 10, 2003
Depth
(feet)
Uthology
(USCS)
Well
Const
OVM
(PPm)
LEL
%
Sample
Collected
Lithoiogy
Notes
J L
Sifty day, dark gray (7.5YR 4/1), moist,
CL 1
1 |
I 0.5
medium plasticity, soft
I
I I
I
SAA
I
I I
| 0.4
5
1
i '
1
Clayey silt, brown {7.5YR 4/2), moist.
ML
: o
medium plasticity, soft
SAA
:: o
Silty clay, light gray (2.5Y 7/1} mottled
10
a
! 0
yellow (2.5Y 7/8), trace iron nodules,
slightly damp, medium plasticity
i; 0
Ciay, light gray (2.SY 7/1) mottled SAA,
CH
MM—
abundant iron nodules and streaking, stiff
___ 15
ji 0
pate yellow (2.5Y 7/4} mottled yellow (2.5Y
7/8)
Initial water @ 15'
~ CL
0
Sandy silt to sand, light gray (2.5Y 7/2),
>
very moist to wet
SM
; 0
pale yellow (2.5Y 7/3), wet
SAA only color change at base (20'J to
20
:i o
light gray (2.5Y7/1)
: .
Sand interbedded with clay, pale yellow
::: ::
o
22 - 24*
(2.5Y7/3)
ML
Clayey silt, reddish yellow (SYR 6/6)
CH
i: o
Ciay, yellowish red (SYR 5/6), dry, stiff
25
Clayey silt pinkish gray (SYR 7/2), moist
ML
:=;
|; 0.5
Clayey sand, reddish yellow (5YR 6/6) wet
SAA light reddish brown (SYR 6/4)
CH
•: 0.4
Ciay, yellowish red (5YR 5/6) mottled gray
CO
I
Sandy silt with some clay tenses, yellowish
30
SM
¦¦¦
|i 10.4
red (SYR 5/6), wet at 28.5', visible product
at 28.7', clear with sheen, odor.
::: •:
:i 4.2
Ciay, yellowish red (SYR 5/6),dry, stiff
CH
Probe had refusal at 36* however discrete
o.r
sampler malfunctioned during push from
35
32
- 34', therefore sample collected from
3
tool was cave in material from uphoie.
Pushed to refusal at 36', set temporary well to 32'
T
Initial Water Level -
Feet TOC
Pill
Sand
Cement
SAA Same as above . Bentonite Seal Pelleted Bentonite Page 1 of 1
002762
-------
Shaw*
Shaw Environmental & infrastructure, Inc.
~*ct 100376
dtion North Cavalcade
Boring Number TMW-3
Owner TCEQ/EPA
Permit No.
Total Depth 3
Casing Elevation Not measured
Screen Dia. 1 inch
Casing Dia. 1 inch
Water Level: Initial
Length 25 foot
15
Length 8 foot
Diameter 2.5 inch
Static
Slot Size 0.010
Type
PVC
Drilling Method Geoprobe (Direct Push)
Sample Method
Liners
Completion Details Sand 6.0-33', Bentonite 1.0-6.0' Temporary iveil
Driller SCI, LLC
Log By a Hanlmant Date
December 10, 2003
Depth
(feet)
OVM
(ppm)
LEL
%
Sample
Collected
Lithology
Notes
ML
10
CL
ML
15
SM
20
ML
SM
CH
25
SM
CH
SM
ML
30
CH
ML
35
CH
5.1
5.9
8.1
9.2
6.9
6.5
1.2
3.9
1.5
0.3
4.8
12.5
3.6
No recovery for the first four feet
Clay, gray (7.5YR 5/1), slrghtJy damp to
damp, medium plasticity and stiffness
Silty clay, gray (7.5YR 5/1). damp to moist,
soft to medium stiffness
Clayey silt, gray (10YR 5/1), moist, some
interbedded clay tenses
Silty clay, pinkish white (7.5YR 8/2), some
iron nodules, more sand near base, moist
Clayey silt, light gray {5Y 7/2), iron nodules
moist, medium plasticity
Sandy silt to sand, light gray (5Y 7/1),
Initial water @ 15*
trace iron nodules, wet
Sand, paie yellow (2.5Y 7/4), wet
SAA only tight gray (2.5Y 7/1)
Silty clay, light yellowish brown (2.5Y 6/3)
Sand, light gray (2.5Y 7/1), wet
white (2.5Y8/1)
Clay, light yellowish brown (2.5Y 6/3)
24' - 26*
Sand, brownish yellow (10YR 6/8), wet
Clay, yellowish brown (10YR 5/6), damp
Sand with silt, very moist
Clayey silt, strong brown (7.5YR 5/6)
Clay, strong brown (7.5YR 5/6), stiff
30' - 32'
Sandy silt with interbedded clay lenses
Clay, reddish brown (2.5YR 5/4), some
calcareous nodules, dry to slightly damp,
stiff to hard
Pushed to refusal at 36', set temporary well to 33'
^ Initial Water Level - Feet TOC
Sand
Cement
SAA Same as above
Bentonite Seal
Pelleted Bentonite
Page 1 of 1
002763
-------
Drilling Log
Sham
Monitor Well
A14-1
Page: 1 of 2
Project North Cavalcade Superfund
Location
2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev.
49.8 ft.
Length
Length
Top of Casing 49-57 ft.
Screen: Dia 1
Casing: Dia 1
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Paf Clark Log By
Checked By Russeff Perry, PG
Totaf Hole Depth JMJL
Water Level initial
10 ft.
13.0 ft.
12 ft.
North.
Static
Type/Size
Type _WC
Proj. No. 100376
East
3-4 ft. Diameter 2.5 in.
PVC/010 in.
Rig/Core Geoprobe/4 ft. core barrel
¦ Method DPT
Brady Ansley, PG jjate
1/27/04
Driller JL
NA
License No.
TXPG735
COMMENTS
o
>¦ °-
5- £
D E
£L £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10 -
12
2
14
16
18
20
n
CL
0,0-1.0' Concrete.
1.0-2.0' Fill Material, brown, sand and gravel, no odor.
2.0-3.0' Clay, yellowish red, veryhard, damp,
resembles deeper clays and may be fill materia!, no
1 J?dor. f
3.0-8.0* Sandy Clay, (35% very fine-grained sand),
dark brown to light brownish gray with depth, soft, moist
to wet, no odor.
-49.79
CL
8.0-13.0' Sandy Clay, (30% very fine-grained sand),
very pale brown, soft, moist to wet, some black iron
oxide concretions, no odor.
-48
-46
-44
-42
-40
CL
SP
SM
CL
mm
13.0-16.0' Sand, very pale brown to strong brown with
depth, fine-grained, soft, water saturated, no odor.
16.0-18.0' Silty Sand, (15% silt), pinkish gray, very
fine-grained, loose, water saturated, no odor.
18.0-19.5' Clay, yellowish red with slight gray mottling,
very hard, dry, no odor.
Jj3-20jT Siltyli§£ ^£owiih7^~soC wej raTodoT/
20.0-23.3' Clay, yellowish red, hard, damp, no odor.
Continued Next Page
-38
-36
-34
-32
-30
002764
-------
Drilling Log
Sham
Monitor Well
A14-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, IX
Proj. No. 100376
Q £
a-o
e->
w
Description
(Color, Texture, Structure)
Geofoglc Descriptions are Based on the USCS.
0
UJ
22
24
26
28
30
32
34
36
38
40
42
44
- 46 -
48
CL
CL
CL
CL
SP
CL
Continued
23.3-24.0" Sitty Clay, yellowish red, loose, water
1 ^.saturated^faint odor
24.0-25.0' Clay, yellowish red, hard, damp, faint odor.
SiityClay, yellowish rodjoose, water
. Mtjjratedjjfaint odor _ ¦
26.0-28.0* Clay, yellowish red, hard, damp, faint odor.
28.0-30.0' Sand, reddish yellow, very fine-grained,
wet, dense, moderate odor.
30.0-33.0' Clay, yellowish red, very hard, dry to damp,
no odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002765
-------
Drilling Log
Shaw
Monitor Well
A14-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f ? Cavalcade, Houston, TX
Owner TCEQ
Surface Elev.
Top of Casing 49.82 fL
Screen: Dia ? 'n-
Casing: Dia JJl-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller P&tdark Log By
Checked By Russell Perry, PG
Total Hole Depth 33.0 ft
Water Level Initial
Length A9JL
Length
23.3 ft.
3-7 ft. Diameter 2.5 in.
22 ft.
North.
Static
Type/Size PVCf.OIOIn.
Type PVC .
Proj. No. 100376
East
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Brady Ansley, PG Date
1/27/04
Driller JL.
NA
License No.
TXPG735
COMMENTS
(jj
-------
Drilling Log
Shaw
Monitor Well A14-2
Page: 2 of
Project North Cavalcade Superfund
Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX
Proj. No. 100376
22
2
24
26 ~
28
- 30
- 32
34
36
38
40
42
- 44 -
46
48
Q £
rT °-
IX Q,
CL
CL
m
CL
mm
CL
SP
Description
(Color, T exture. Structure)
Geologic Descriptions are Based on the USCS.
Continued
23.3-24.0' Silty Clay, yellowish red, loose, water
i _satorated^faint odor
24.0-25.0' Clay, yellowish red, hard, damp, faint odor.
25.0-26.0* Silty Clay, yel!owi¥h red, loose, water
^^kiratecMaint odor
26.0-28.0' Clay, yellowish red, hard, damp, faint odor.
28.0-30.0' Sand, reddish yellow, very fine-grained,
wet, dense, moderate odor.
30.0-33.0' Clay, yellowish red, very hard, dry to damp,
no odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002767
-------
Drilling Log
Shaw
Monitor Well
A5-1
Page; 1 of 1
Project North Cavalcade Superfund
Location 2071 Cavalcade, Houston, TX
Owner
TCEQ
Surface Etev. 47.2 ft.
Top of Casing
Screen; Dia ,1'H:
Casing; Dia 1 'n-
Fill Material Bentonite, niter sand.
Drill Co. Strata Cora, Inc.
Driller Mefteaf Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length 9ft
Length
20.0 ft
Proj. No.
East
100376
13.0 ft.
4.9 ft.
. Diameter
11 ft
North,
Static
Type/Size PVC/.010in.
Type .EY.9.
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Heidi Woelfel, PG Qate
1/13/04
nriiterfl S4834M
License No.
TXPG735
COMMENTS
:> Q-
S£
9 S
Q- S
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>
- o
2 -
0.0-1.0' Clay, brown, moist, fill material, sand and
1.0-4.0* Clayey Silt, (20% ciay), grayish brown, soft,
moist.
MH
4.0-8.0" Clayey Sand, (20% clay and 20% silt),
brownish yellow, very fine-grained sand, soft, moist.
sc
12 -
2
14
- 16 - ::/i
18
20
SM
SP
SM
SM
8.0-12.0' Silty Sand, (30% silt), brownish yellow, very
fine to Fine-grained, well sorted, soft, moist to water
saturated from 10 to 12'.
12.0-16.0' Sand with Silt, (10% siit), brownish yellow,
very fine to fine-grained, well sorted, soft, moist to
water saturated from 13-16*, moderate odor.
16.0-19.0' Silty Sand, (20% siit), light reddish gray,
very fine-grained, well sorted, soft, water saturated,
clay and silt content increases from 18.5 to 19",
moderate odor.
19.0-20.0' Clay (trace silt and sand), red, very hard,"
moist.
-47.20
-46
-44
-42
-40
J—38
-36
-34
-32
-30
-28
002768
-------
Drilling Log
Shaw
Monitor Well
A7-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2071 Cavalcade, Houston, TX
Owner
TCEQ
Total Hole Depth
Water Level Initial
Length 11-5 ft
Length
24.0ft.
Surface Elev. ^9.9 ft.
Top of Casing 52.46 ft.
Screen: Dta 1 ''n-
Casing: Dia 1
-------
Drilling Log
Shaw
Monitor Well
A7-1
Page: 2 of 2
Project Nortlj Cavalcade Superfund
Owner TCEQ
Location 20j? Cavalcade, Houston, TX
Proj. No. 100376
CL-j
U)
Q
Q £
a- S
E-3
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 22
24
26
28
30 -
32
- 34
36
38
40
42
44
46
48
Continued
20.2-24.0' Clay, reddish brown, very hard, dry, no
odor.
CL
002770
-------
Drilling Log
Shaw
Monitor Well
AA17-1
Page: 1 of 1
Project North Cavalcade Svperfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Surface Elev. 48-3 ft
Top of Casing 48.15 ft.
Screen: Dia 1 in
Casing: Dia 1 'n-
Fill Materia! Bentonite, filter sand.
DriliCo. Strata Core, Inc.
Driller Micheat Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth ffij? %•
Water Level initial
Length J.911
Length 10ft-
12.0 ft.
North _
Static
Proj. No. 100376
East
2.4 ft. Diameter 2.5 in.
Type/Size
Type
PVC/Q10in.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Jennifer Dart
Date
1/17/04
Driller # 54834M
License No. TXPG735
COMMENTS
o e
#r Q-
a.
¦ £
ca
Description
(Color, Texture, Structure)
Geologic Descriptions am Based on the USCS.
n
0.0-0.5' Sand, dark gray, poorly sorted, loose, damp,
^ _ _9I? vejlyjsan
-------
Drilling Log
Shaw
Monitor Well
AA5-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? f Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.1 ft.
7 ft.
Top of Casing 50.95 ft
Screen; Oia 1 m-
Casing: Oia j
Fffl Materia! Bentonite, filter sand.
Drill Co. &A
Driller Pat clark Log By Brady Artslev, PG
Total Hote Depth
Water Level Initial
Length 10 ft-
Length
19.5 ft.
10.0 ft.
3.9 ft.
North-
Static
Type/Size PVC/.010 in.
Type _£VC
Proj. No. 100376
East
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. care barrel
Method
DPT
Checked By Russell Perry, PG
License No.
Date "1/15/04
TXPG735
Driller
NA
COMMENTS
Q E
r a
CL Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS-
>S
n
CL
r i
b 8
10®
12
14 -
16
- 18
20
CL
CL
SC
SP
SP
0.0-0.6' Sandy Clay, (20% very fine-grained sand),
dark gray, soft, damp, piece of blackened wood at 0.6", t
jveakodor. * j
0.6-1Z No Rec^oyeQ^vpid. /
1.7-2.1' Wood, black, grading to light brown from 2.0 r
-Jo.2^.Vi strong odor. I
2.1-4.4' Sandy Clay, {30% very fine-grained sand),
brownish yellow, moist, becoming less yellow with
depth, moderate odor.
4.4~8l)'— Sandy Clay7(40%very"flrte-g rained"33 nd )7 — —
brownish yellow, soft, moist, moderate odor.
8.0-10.0' Clayey Sand, yellow, becoming sandier with
depth, wet, moderate odor, black staining from 8 to
10'.
10,0-12.0' Sand, {10% clay and 10% silt), yellow and
white, very fine-grained, soft, water saturated, weak
odor.
12.0-1670' Sand7 (trace clay and silt), very pale brown
to light gray with depth, very fine to fine-grained, well
sorted, soft, water saturated becoming (ess wet from
15 to 16', faint odor.
-47.12
-46
-44
SP
CL
16.0-16.5' Sand, light gray, very fine to fine-grained,
1 well sorted, soft, wet, sharp basal contact with red
I _?]§&. faint_pdo£.
16.5-19.5* Clay, red, very hard, damp, no odor.
1J).5-2Cyy_ No_Recovery.
. 20.0220.3' Cjay, red, hardj.dry^
_ 20.3-21,0'_ Sandy Clay, red, soft, water saturated
Continued Next Page
-42
-40
-38
-36
-34
-32
-30
-28
002772
-------
Drilling Log
SKaw
Project North Cavalcade Superfund Owner TCEQ
Monitor Well AA5-1
Page: 2 of 2
Location ^011 Cavalcade, Houston, TX pr0! n0 100376
002773
-------
Drilling Log
SKaw
Monitor Well
AA5-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Eiev. 47-"1 ft*
Top of Casing 50-26 ft.
Screen: DJa . 1VL
Casing: Dia JJBi
Fill Material Bentonite, filter sand.
Drill Co. EPA
Total Hole Depth 30.0 ft.
Water Level Initial
Length Jl^JL
Length
20.0 ft.
North.
Static
Proj. No. 100376
. East
4.6 ft.
. Diameter
2.5 In.
19 ft.
Type/Size
Type pvc
PVC/.010 in.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Driller Pat Clark
Log By Brady Ansley, PG
Date 1/15/04
DrilleriL
NA
Checked By Russell Perry, PG
License No. 7XPG735
COMMENTS
?!
a E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on itie USCS.
- 2
10
- 12
14
16
18
- 2o2-
a.
CL
CL
sc
SP
0.0-0.6* Sandy Clay, (20% very fine-grained sand),
1 dark gray, soft, damp, piece of blackened wood at 0.6", j
\ weak odor. j
N_ 0.6-1.T_ No Recovery^ void. ,
I 1.7-2.1' Wood, black, grading to light brown from 2.0 r|
\ Jo ZV, strong odor. ' /
2.1-4.4" Sandy Clay, (30% very fine-grained sand),
brownish yellow, moist, becoming less yellow with
depth, moderate odor.
4~4-8.0'~Sandy CIayT(40%very"fine^gratnecrsandji
brownish yellow, soft, moist, moderate odor.
-47.12
-46
-44
-42
-40
SP
SP
CL
8.0-10.0' Clayey Sand, yellow, becoming sandier with
depth, wet, moderate odor, black staining from 8 to
10'.
"10.0-12,0' SancT (10%clay art? 10%~iilt), yellow and"
white, very fine-grained, soft, water saturated, weak
odor.
12.0-16.0' Sand, (trace clay and silt), very pale brown
to light gray with depth, very fine to fine-grained, wel!
sorted, soft, water saturated becoming less wet from
15 to 16', faint odor.
16.0-16.5' Sand, light gray, very fine to fine-grained,
1 well sorted, soft, wet, sharp basal contact with red
\ _cjay1 feintodqr.
16.5-19.5' Clay, red, very hard, damp, no odor.
-38
-36
-34
-32
-30
-28
_19-5-2(h(f No Recovery.
20J.V20.3' _Clay, red, hard^dry^
20.3-21Sandy ClayLred1 soft, water saturated.
Continued Next Page
002774
-------
Drilling Log
Shaw
Monitor Well AA5-2
Page: 2 of 2
Project Atorih Cavalcade Superfund
Location 2017 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
£
O £
q- §:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
- 30
32 -
34
36
38
40
42
- 44
46
48
Continued
21.0-22,0' Clay, red, hard, dry.
"22.0-2370" Sandy ClayTrid. soft, water saturated.
_23.0-23Jir_ Clay^GCf^hard.jii^.
23.5-25.5' Sandy Clay, (15% very fine-grained sand),
red and white, hard, damp.
25.5-27.0' Sand, red, very fine-grained, very well
sorted, loose to soft, wet to water saturated at 26.8".
27.0-28.0' Sand, red, very fine-grained, wet.
28.0-30.0' Clay, red, very hard, dry, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-4
002775
-------
Drilling Log
Shaw
Monitor Well
B11-1
Page; 1 of 2
Project North Cavalcade Superfund
Location 201 1 Cavalcade, Houston, IX
Owner TCEQ
Surface Elev. 500
Top of Casing 50-72 ft.
Screen: Dia ..! m-
Casing: Dia ?m-
Fill Material Bentonite, filter sand
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length 10 ft
Length 12ft-
32.0 ft,
13.5 ft.
North _
Static
Pro). Mo. 100376
East
4.6ft.
. Diameter
2.5 In.
Type/Size
Type pvc
PVC/.010in.
Rig/Core Geoprobe/4 ft. core barmI
DPT
Method
Heidi Woeifel, PG
Date
1/27/04
Drill f-r if 54834M
License No. ^ PG735
COMMENTS
©
Q £
7T Q-
Q- a.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
10
12
- 14
16
18
20 -
0.0-8.0' Silty Clay, {35 to 60% silt), dark gray, soft,
moist, fill materia!, coarse gravel at 3', no odor.
-50.02
-48
-46
SM
8,0-12.0' Silty Sand, (30 to 50% silt), pinkish gray,
very fine to fine-grained, very well sorted, soft, wet, sand
content increases with depth, no odor.
12.0-16.0' Silty Sand, {10 to 30% sift), brownish
yellow, fine-grained, very well sorted, loose to soft,
water saturated at 13.5', no odor.
16.0-21.5' Sand, {trace silt), brownish yellow, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, none to faint odor with depth.
SP
-42
-40
-38
-36
-34
-32
-30
Continued Next Page
002776
-------
Drilling Log
Shaw
Monitor Well
B11-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner
TCEQ
Location Cavalcade, Houston, TX
Proj. No.
100376
CS
Q £
a. S:
9- o
2?_j
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
LU
Continued
22
24
26
- 28
30 -
32
34
36
38
40
42
44 -|
46
48
21.5-24.0" Clay, {trace silt), yellowish red, very hard,
damp, no odor.
-28
24.0-27.0' Silty Clayey Sand, (30 to 40% day and
silt), very fine-grained, soft, water saturated from 26 to
27', faint odor.
27.0-28.0' Slit and Ciay, very fine-grained,
intefte^e^cja^^^CTnd^f^nt odor
28.0-30.5' Silty Clayey Sand, (30 to 40% clay and
sift), yellowish red, very fine-grained, soft to slightly
hard, water saturated, slight gray staining, faint odor.
-26
-24
-22
-20
30.5-32.0' Silty Sand and Clay, (20% silt), yellowish
red, fine-grained, interbedded clay and wet sands,
faint odor.
-18
-16
-14
-12
-10
-6
002777
-------
Drilling Log
Shaw
Monitor Well
B11-2
Page: 1 of 2
Project Wbrfh Cavalcade Superfund
Location 20? t Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 50.0
Top of Casing .50-27 ft
Screen: Dia ?
Casing: Dia *
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft
Water Level initial
Length 7 ft
Length 25 ft.
Proj. No.
East
100376
26.0 ft.
4.1 ft. Diameter 2.5 in.
North-
Static
Type/Size PVC/.010in.
Type PVG
Rig/Core Geoprobe/4 ft. core barrel
Method DP?"
Heidi Woelfel, PG Date 1/27/04
__ License No. TXP6735
Driller JL
54834M
COMMENTS
© E. .
Q .
Q £
tT Q.
£L q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-8.0' Silty C!ay, (35 to 60% silt), dark gray, soft,
moist, fii! material, coarse gravel at 3', no odor.
4 %
8 -
r 10
12
14
16
18
20
SM
SM
8.0-12.0' Silty Sand, (30 to 50% silt}, pinkish gray,
very fine to fine-grained, very well sorted, soft, wet, sand
content increases with depth, no odor.
12.0-16.0" Silty Sand, (10 to 30% silt), brownish
yellow, fine-grained, very well sorted, loose to soft,
water saturated at 13.5', no odor.
16.0-21.5' Sand, (trace silt), brownish yellow, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, none to faint odor with depth.
SP
-49.95
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
Continued Next Page
002778
-------
Drilling Log
©|2553lw Monitor Weil B11-2
VBKllnf Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 2011 C&v3lcdd@r Moustoiif T)C Pro]. No* 100376
®E.
Q
S f
O £
a. &
m
S-3
<3
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
22
24 -
II
Continued
3.
26^
- 28 -
S
O
30
32
34
36
38
40
42
44
46
48
21.5-24.0' Clay, {trace silt), yellowish red, very hard,"
damp, no odor.
24.0-27.0" Silty Clayey Sand, (30 to 40% clay and
silt), very fine-grained, soft, water saturated from 26 to
27', faint odor.
27.0-28.0' Silt and Clay, very fine-grained,
Jnt^te^ed cla^and^sand.faint odor
28.0-30.5* Silty Clayey Sand, (30 to 40% clay and
silt), yellowish red, very fine-grained, soft to slightly
hard, water saturated, slight gray staining, faint odor.
30.5-32.0' Silty Sand and Clay, (20% silt), yellowish
red, fine-grained, interbedded clay and wet sands,
faint odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-6
002779
-------
Drilling Log
Shaw
Monitor Well
B9-1
Page; 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev, _jg-OS-
Total Hole Depth
20.0 ft.
Proj. No.
East
100376
14-0 ft.
Top nf Casing 50.28 ft. Water Level Initiai
Screen: Dia * lr>- Length
Casing: Dia 1 Length 8ft-
Fitl Material Bentonite, filter sand,
Drill Co. Strata Core, Inc. Method _____
Driller Micheal Bridges Log gy Heidi Woelfei, PG
License No.
4-2 ft- Diameter 2. Sin.
North_
Static
Type/Size PVC/.010in.
Type PVC
Rig/Core Geoprobe/4 ft. core barrel
DPT
Date
1/21/04
Driilpr ti 54834M
Checked By Russell Perry, PG
TXPG735
COMMENTS
Q E
a. £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>S
© ^
UJ
4 *
- 10 -
12
14
2
16
18
20
mm
Wxfflk
vMvm
mmn
iWmt
W$M
'MM
0.0-4.0' Silty Clay, (40% silt), dark gray, soft, moist,
no odor.
4.0-8.0' Clayey Silt, {30% clay), pale brown, soft,
moist, no odor.
MH
-49.02
-48
-46
-44
-42
8.0-12.0' Clayey Silty Sand, (65% clay and silt), very
pale brown, soft, wet, no odor.
sc
SP
SP
CL
12.0-16.0' Sand, (20% silt), very pale brown, very
fine-grained, soft, wet to water saturated at 14', faint
odor, faint bfack streaks at 15*.
16.0-20.0' Sand, (trace silt), grayish brown,
fine-grained, very well sorted, soft, water saturated,
very faint odor.
20.0-24.0" Clay, (trace silt), brown, very hard, damp,
no odor.
Continued Next Page
-40
-38
-36
-34
-32
-30
002780
-------
Drilling Log
Shaw
Monitor Well B9-1
Page: 2 of 2
Project North Cavalcade Superfund __ owner TCEQ
Location ^ C3vslG3tf&, Houston, TX ______ 1 Proj. No. 100376
-------
Drilling Log
Shaw
Monitor Well
B9-2
Page: 1 of 2
Project North Cavalcade Superfurtd
Location 20? 1 Cavalcade, Houston, IX
Owner
TCEQ
Surface Elev, 49.0 ft.
Top of Casing 50.06 ft.
Screen: Dia * 'n-
Casing: Dia 1 'n-
Total Hole Depth 32-0 ft.
Water Level initial
Length 5 ft
Length
28.0 ft.
North
Static
Type/Size
Type JVC
Proj. No. 100376
East '
¦3.9 ft Diameter 2.5 in.
PVC/.010 in.
Fill Material Bentohite, filter sand
Drill Co. Strata Core, Inc. Method
Driller Miches! Bridges Log By Heidi Woelfei, PG
Rig/Core Geoprobe/4 ft. core barrel
DPT
Date
1/22/04
Driller JL.
S4834M
Checked By Russell Perry, PG
License No.
comments
Q
Q E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
0.0-4.0' Silty Clay, (40% silt), dark gray, soft, moist,
no odor.
-49.03
CL
ML
-48
-46
4.0-8.0' Clayey Silt, (30% clay), pale brown, soft,
moist, no odor.
MH
10 -
12
14
16
18
20
8.0-12.0* Clayey Silty Sand, (65% clay and silt), very
pate brown, soft, wet, no odor.
sc
12.0-16.0' Sand, (20% silt), very pale brown, very
fine-grained, soft, wet to water saturated at 14', faint
odor, faint black streaks at 15".
SP
16.0-20.0' Sand, (trace silt), grayish brown,
fine-grained, very well sorted, soft, water saturated,
very faint odor.
SP
CL
-44
-42
-40
-38
-36
-34
-32
-30
20.0-24.0' Clay, (trace silt), brown, very hard, damp,
no odor.
Continued Next Page
002782
-------
Drilling Log
Monitor Well B9-2
Page: 2 of 2
Project North Cavalcade Superfurid Owner TCEQ
Location 2071 Cavalcade, Houston, IX proj. No. 100376
Shaw
5 CL
£
Q £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
- 46
48
Continued
CL
2 ¦
28
30
32
34
36
38
40
42
44 -
sc
CL
kmM
sc
CL
24.0-28,0' Clay and Silty Sand, moist to wet from 26
to 26.5', interbedded clay and silty clayey sand,
moderate odor from 25 to 28'.
28.0-28.5' Silty Clay, (30% silt), slightly hard to hard,
jrotet^aintodon
28.5-31.5' Clay and Silty Sand, fine-grained, loose to
soft, water saturated, interbedded clay and silty sand,
moderate odor, sheen from 28.5 to 30".
-28
-26
-24
-22
-20
-18
31.5-32.0' Clay, (trace silt), strong brown, hard, moist,
faint odor, black streaks at 32'.
-16
-14
-12
-10
002783
-------
Drilling Log
Shaw
Monitor Well
BB10-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 1 Cavalcade, Houston, TX
Owner
TCEQ
24 ft.
Surface Elev. 49-7ft.
Top of Casing 49.33 ft
Screen: Dia *fn-
Casing: Dia 1 ;f>-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, trie.
Driller Micheal Bridges Log gy Heidi Woelfel, PG
Checked By Russell Perry, PG
Total Hole Depth 32-°
Water Level Initial
Length
Length
14.0 ft
North.
Static
Proj. No, 100378
. East
3.6 ft
. Diameter
2.5 in.
Type/Size
Type pvc
PVa.010in.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Date
1/29/04
nrilferfl 54834M
License No.
TXPG735
10
12
- I4S
16
18
20
O £
FT Cl.
O. CL
SM
SP
CL
COMMENTS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-8.0' Silty Clay, (25 to 40% silt), black, slightly hard
to hard, damp to wet, trace gravel, fill material, no odor.
-49,65
8.0-12.0' Clayey Silty Sand, {25 to 35% ciay and silt),
fine-grained, soft, moist, less clay with depth, rto odor.
12.0-16.0' Silty Sand, (10 to 30% silt), light gray, very
fine-grained, very well sorted, loose to soft, moist to
water saturated at 14', no odor.
16.0-20.0' Sand, (trace silt), fine-grained, very well
sorted, loose to soft, water saturated, slight glauconitic
tint, no odor.
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
20.0-24.0' Clay, (trace silt), yellowish red, very hard,
damp to moist, silty clay stringer at 23", no odor.
Continued Next Page
002784
-------
Drilling Log
Sham
Monitor Weil BB10-2
e: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2071 Cavalcade, Houston, TX
Pro]. No. *00376
' E
o
O
Q £
r- o.
CL Cl
B-o
2_i
CD
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
22
24
26
28
30
32
34
36
38
40 -
42
44
46
- 48 -
n
Continued
24.0-28.0' Clay, Silty Clay, Sand, soft to hard, wet,
interbedded, faint odor.
sc
CL
28.0-29.5' Clayey Sand, (30% day and silt), very
fine-grained, soft, water saturated, weak odor,
moderate sheen.
~2§ .5-31.(3" SiltyCiayT (30%~ slft)7 hard7moFst7noodorT
31.0-32.0' Clay, hard, damp, no odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002785
-------
Drilling Log
SSSm
Monitor Well
C10-3
Page: t of 2
Project Nortti Cavalcade Superfund
Location 2Qf 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev.
Top of Casing 49-85 ft.
Screen: Dia 1 m-
Casing: Dia t.'D.:
Fiil Materia!
Dnli Co- Strata Care, Inc.
Driller Micbeal Bridges
Total Hols Depth
Water Level Initial
Length 12 ft-
length AQJL. _
32.0 ft.
14,0 ft.
Norths
Static
Proj. No.
East
100376
3-7 ft- Diameter 2.5 in.
Type/Size PVC/.010 in.
Type PVC
Bentonite, filter sand.
Rig/Core Geoprobe/4 ft. core barret
DPT
Log By
Method
Heidi Woelfsl, PG
Date 1/28/04
Prill or H 54834M
Checked By Russell Perry, PG
License No. TXPG73S
COMMENTS
Q.
5 ?
Q £
o- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
©
ui
- 6
10 -
12
14
21
16 H
18
20
n
0.0-4,0' Silty Clay, (20 to 40% silt), soft, moist, fill
material, no odor.
-49.46
mtmm
-48
-46
4.0-8.0' Silty Clay, (20 to 50% silt), pale brown, soft,
moist to wet, no odor.
SM
8.0-12.0' Clayey Silty Sand, {20 to 40% clay and silt),
very fine to fine-grained, soft, wet, sand content
increases with depth, no odor.
12.0-16.0' Silty Sand, (10 to 20% silt), greenish gray,
fine-grained, loose to soft, water saturated at 14', no
odor.
SM
16.0-19.0' Sand, (trace silt), soft, water saturated,
faint odor, trace gray stain at 16", and 17.5*.
SP
-44
-42
-40
-38
-36
-34
-32
19.0-20.0' Silty Clay, (20 to 30% silt), greenish gray,
softtosligMyjiard, moist, noodor.
20.0-21.5' Silty Clay, (30 to 40% silt), brown, soft,
moist, faint odor.
Continued Next Page
-30
002786
-------
Drilling Log
Shaw
Monitor Well C10-3
Page: 2 of 2
Project Cavalcade Superfund
Owner 7CEQ
Location 20i ~t C3V3/c3ffe, Houston, 7X
Proj.No. 100376
£D
Q
Q E
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38
40
- 42
44
46
48
mm
WMl
»555555
W//A
srais
Mmi
555555
»55SSs
555555
555555
555555
555555
555555
iiiiii
mm
CL
SM
SP
CL
Conffwed
21.5-24.0* Clay, greenish gray, hard, damp.
24.0-26.0' Silty Sand, {some ctay), soft to slightly
hard, saturated with water, moderate to strong odor,
sheen, black droplets at 26".
26.0-28.0' Silty Clay, slightly hard to hard, moist,
interbedded silty clay and silty sands, faint odor, slight
sheen from 27 to 27.5", black oozing droplets at 26'.
28.0-31.0'"SiltyClay, hard, danijx"
31.0-31.5' Sand, wet, soft, moderate odor, moderate
\^he®rL .
A 31.5-32.0' Clay, hard, dry.
t
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-6
002787
-------
Drilling Log
Shaw
Monitor Well
C10-4
Page: 1 of 2
Project North Cavalcade Superfund
Location 2077 Cavalcade, Houston, TX
Owner
TCEQ
50.94 ft.
Surface Elev. ^9.5 ft.
Top of Casing
Screen: Dia -Lfi
Casing: Dia ? 'n-
Fill Material Sentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges
Total Hole Depih
Water Level Initial
Length
Length 24 ft.
32.0 ft
24.0 ft.
North _
Static
Proj. No.
East
100376
5.Oft.
. Diameter
2.5 in.
Type/Size PVC/.010:n.
Type PVC
Rig/Core Geoprobe/4 ft. core barret
Method
DPT
Log By rte/eff Woelfel, PG
Date
1/28/04
Driller M S4834M
Checked By Russell Perry, PG
D
- 8 -
10
12
14
16
- 18
20 -
Q E
rT £L
Q- a.
License No.
7XPG735
WPM
mmn
Imm
VtWtVA
mxml
WM
WfrM
WM.
iiii
WMM
MM
mmn
wwm
II
SM
SM
SP
COMMENTS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-4.0' Siity Clay, (20 to 40% silt), soft, moist, fill
material, no odor.
-49.46
4.0-8.0* Siity Clay, {20 to 50% silt), pale brown, soft,
moist to wiet, no odor.
8.0-12.0* Clayey Siity Sand, (20 to 40% clay and silt),
very fine to fine-grained, soft, wet, sand content
increases with depth, no odor.
12.0-16.0' Siity Sand, (10 to 20% silt), greenish gray,
fine-grained, loose to soft, water saturated at 14', no
odor.
16.0-19.0* Sand, (trace siit), soft, water saturated,
faint odor, trace gray stain at 16", and 17.5".
19.0-20.0' Siity Clay, (20 to 30% siit), greenish gray,
softto sNghtiyJiard, moist, rioodor.
20.0-21.5' Siity Clay, (30 to 40% silt), brown, soft,
moist, faint odor.
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002788
-------
Drilling Log
Sham
Monitor Well C10-4
Page: 2 of 2
Project Wot#? Cavalcade Sup&fund
Owner ™B3
Location 2077 Cavalcade, Houston, TX
Proj. No. 100376
5 £
Q £
CL a.
-& o>
g-O
2 -J
C5
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> 3S
ID
- 22
24-
26
28
30
- 32 -
- 34
36
38
40
42
44 -
46
48
II
Continued
CL
SM
21.5-24.0' Ciay, greenish gray, hard, damp.
24.0-26.0' Sllty Sand, (some clay), soft to slightly
hard, saturated with water, moderate to strong odor,
sheen, black droplets at 26*.
iWtWM
wmm
26.0-28.0' Silty Clay, slightly hard to hard, moist,
interbedded silty clay and silty sands, faint odor, slight
sheen from 27 to 27.5", black oozing droplets at 26*.
^llO-HiT SiltyCFay, hard7damp7
31.0-31.5' Sand, wet, soft, moderate odor, moderate
T jshejert ; {
\ 31.5-32.0' Clay, hard, dry. f
-28
•26
-24
*22
-20
-18
-16
-14
-12
-10
— 8
002789
-------
Drilling Log
Shaw
Monitor Well
C14-1
Page: 1 of 2
Project North Cavalcade Superiund
Location 20ff Cavalcade, Houston, TX
Surface Elev.
Owner TCEQ
49.7 ft.
Top of Casing 49.64 ft.
Screen: Dia j >n-
Casing; Dia 1
Fill Material Bentonite, fitter sand.
Drill Co. J**
Driller Paf Clark Log By
Checked By Russell Perry, PG
Total Hole Depth 33.0 ft.
Water Levef Initial
Length
Length
Proj. No.
East
100376
16.0 ft.
3.5ft. Diameter 2.Sin.
12 ft
North.
Static
Type/Size PVC/.010in.
Type
Rig/Core Geopmbe/4 ft. core barrel
DPT
Method
Brady Ansley, PG
License No.
Date 1/2&04 Driller A.
TX PG735
COMMENTS
a.
O E
o- OL
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 10
12
14
16
2
18
20
n
CL
CL
_(^0^0.5'_^ncrete.
0.5-2.0' Clay, reddish yellow and dark gray, hard,
moist, no odor.
2.0-4 0' Sandy Clay, (40%~very fine^grafned sand)7
yellowish brown, soft, moist, no odor.
4.0-8.0' Sandy Clay, (40% very fine-grained sand),
pate brown, soft, moist, no odor.
-49.68
CL
8.0-12,0' Sandy Clay, (40% very fine-grained sand),
paie yellow, slightly hard, moist, dark iron oxide
concretions from 10 to 12', no odor.
CL
12.0-16.0' Clayey Sand, (25% clay), mottled light
greenish gray and grayish brown, very fine-grained, soft,
wet, no odor.
sc
SM
CL
16.0-16.5' Silty Sand, (15% silt), light greenish gray,
1 joo se,y/a te r_s a tu rated ,_nq odor-
16.5-17.5' Clayey Sand, (25% clay), light greenish
"* .gray, very finegrained,j^etjio odor
17.5-19.5' Silty Sand, (15% silt), gray, very
fine-grained, loose to soft, water saturated, no odor.
19,5-24.0' ClayTyellowish red, very hard, damp,"moist
and silty from 20.5 to 21', no odor.
Continued Next Page
I
f
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002790
-------
Drilling Log
GRSIS'" Monitor Well C14-1
¦wflcllflf Page: 2 of 2
Project North Cavalcade Superfuncl Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX proj no. 100376
a-
s £
Q g
n. S
Description
(Coior, Textyre, Structure)
Geologic Descriptions are Based on the USCS.
Continued
24
26
28
30
- 32
- 34 -
36
38
40
42
44
46
48
24.0-25.0' Silty Clayey Sand, (15% silt, 15% clay),
sjrong ^^3^^J^teflsMurated,_no odor.
Clay^strong toown.^iardj, damg, nq odqr._ ~
25.5-27.0' Silty Sand, {20% silt), strong brown, very
fine-grained, loose to soft, water saturated, faint odor.
27.0-28.0' Silty Clay, (20% silt), strong brown, sightly
hard, damp, moderate odor.
J
CL
28.0-29.0' Silty Sand, (20% silt), strong brown, very
fine-grained, water saturated, clayey and stiff at 29',
1 sfronaqdor^nd moderate sheen.
29.0-30.0' Sand, strong brown, very fine to
1 tine-cirained, soft, moist, strong odor. f
\ 30.0-30.4' Clay, strong brown, hard, faint odor. f
1 30.4-31.0' Silty Sand, (20% silt), strong brown, very /
^ fine-grained, loose, water saturated, faint odor. j
31.0-33.0' Clay, strong brown, with wet silty and
sandy stringers (very thin), faint odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-------
Drilling Log
Shaw
Monitor Well
C14-2
Page: 1 of 2
Project North Cavalcade SuperfumJ
Location 201 ? Cavalcade, Houston, FX
Owner TCCQ
Surface Elev. 49-7 &
Top of Casing 49.58 ft.
Screen; Dia ? ^
Casing: Dia J
Total Hole Depth 33.0 It.
Water Level initial
Length
Length 22 ft.
Proj. No.
East
100376
24.0 ft.
3.9 ft. Diameter 2-5 in.
North,
Static
Type/Size PVC/.010in.
Type WG
Fill Material Bentonlte, filter sand
Drill Co. EPA Method
Driller Pa? Clark Log8y Brady Ansley, PG
Rig/Core Geoprobe/4 ft. core barrel
DPT
Checked By Russell Perry, PG
License No.
__ Date 1/26/04
TXPG735
Driller A.
NA
COMMENTS
o £
0- 6
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the IJSC3
- 0
n
10
12
14
16
18
20
CL
CL
0.5-2.0' Clay, reddish yeilovv and dark gray, hard,
moist, no odor,
2.0-4.0' Sandy Clay, (40% very fine-grained sand),
yellowish brown, soft, moist, no odor.
4.0-8.0' Sandy Clay, (40% very fine-grained sand),
pale brown, soft, moist, no odor.
-49.68
CL
CL
8.0-12.0' Sandy Clay, (40% very fine-grained sand),
paie yellow, slightly hard, moist, dark iron oxide
concretions from 10 to 12', no odor.
12.0-16.0' Clayey Sand, (25% clay), mottled light
greenish gray and grayish brown, very fine-grained, soft,
wet, no odor.
SC
SM
CL
16.0-16.5' Silty Sand, (15% silt), light greenish gray,
1 io^^.watersaturf^ed^n^qdor.
16.5-17.5' Clayey Sand, (25% clay), light greenish
1. JC§¥j.very ffne^ramed,_wetjio odor
17.5-19.5' Silty Sand, (15% siit), gray, very
fine-grained, loose to soft, water saturated, no odor.
19.5-24.0" Clay, yellowish red, very hard, damp, moist
and silty from 20.5 to 21', no odor.
Continued Next Page
I
f
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002792
-------
Drilling Log
SKaw
Monitor Well C14-2
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavafcacfe, Houston, TX
Pro). No. 100376
Q
Q £
*L £
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
22
24
2
26
28
30
32
34
36
38
40
42
44
- 46 -
48
CL
sc
SM
CL
SM
CL
Ml
SM
-28
-26
24.0-25,0' Silty Clayey Sand, {15% silt, 15% clay),
strong browTi.^^t^vrater satw^ed.jio odor:
_I25.B,25;51 Clay^strongJ^wn^,Jiard,_damp, noodor.
25.5-27.0' SiJty Sand, (20% silt), strong brown, very
fine-grained, loose to soft, water saturated, faint odor.
"27.0-2870"SiltyCIay, (20% silt), strong brown, slightly
hard,jlamp J^dwatejodor.
28.0-29.0' Silty Sand, (20% silt), strong brown, very
fine-grained, water saturated, clayey and stiff at 29',
tong^orand moderate sheen.
CL
29.0-30.0' Sand, strong brown, very fine to
Jine^ained^soft, moist, strongodor.
\ 30.0-30.4' Clay, strong brown, hardjjaint odor,
1 30.4-31.0' Silty Sand, (20% silt), strong brown, very
\ fine-grained, loose, water saturated, faint odor.
31.0-33.0' Clay, strong brown, with wet silty and
sandy stringers (very thin), faint odor.
-J
-24
-22
-20
-18
-16
-14
-12
-10
002793
-------
Drilling Log
Shaw
Monitor Well
C18-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 48.8 ft,
Top of Casing 48.69 ft.
Screen: Dia 1 m-
Casing: Dia J
Fill Material Bentonite, filter sand.
Drill co Strata Core, Inc.
Driller Micheat Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 24.0 ft.
Water Level Initial
Length
Length JL1L
10.4 ft.
North
Static
Type/Size
Type jgyf±
ProJ. No.
East
100376
3-4 ft Diameter 2-5 ot.
PVC/.010"m.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Jennifer Dart
Date
1/17/04
nrillpr # S4834M
License No.
TX PG735
COMMENTS
o E
rT a-
SX
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Sc
10
2
12
14
16
18
20
CL
CL
0.0-0.7' Sandy Clay, dark gray, soft, dry, topsoil with
grassy grave],^[Ldjwoqd £ieres;no^dor.
0.7-4.4' Sandy Clay, dark gray, soft, dry, no odor.
8.78
4.4-8.7' Sandy Ciay, light brown, soft, dry, mottied
with orange brown, no odor.
CL
sc
8.7-10.4' Clayey Sand, pale yellow, very fine to
fine-grained, dry, slight organic staining at 10.3', no
odor.
"l0.4-?8Tl' Sand7lighF ^ray,"well" sorted^ water
saturated, slight black organic staining from 12.8 to 13',
no odor.
SP
18.1-24.0* Clay, red and gray, very hard, no odor.
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002794
-------
Drilling Log
Sham
Monitor Well C18-1
Page: 2 of 2
Project North Cavalcade Superfurtd
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
O E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
22
24
26
- 28
30
32
34
36 -
38
40
42
44
CL
wm.
'JTJMrjrM
VWaVaVa
46
- 48
CL
24,0-24.5' Silty Clay, reddish yellow, soft, water
_ saturated ,jio odor.
* _24.5-24Jl_ Cl^jsddishjeflov^hard ldamRi_r® odPL
, 24.7-24.9' SiHy Clay, reddish yellow, soft, water
i jaturaje4 no_odor.
( _24.9;25J'jClay.xeJdish yeltowjiafd, damgjio odor._. .
-|1 25.0-25.2' Silty Clay, reddish yellow, soft, water
'1 .satyfaied.jo Qdor.
L J5.222J.0'_Clay, reddish yellow,Jiard, dam£,_no,odor._
27.0-30.0' Silty Sand and Clay, (207= silt), reddish
yellow, water saturated, becoming clayey from 29 to 30'
no odor,
30.0-33.0' Clay, reddish yellow, very hard, dry to
damp, rio odor.
I
lj
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002795
-------
Drilling Log
Shaw
Monitor Well
C18-2
Page: 1 of 2
Project North Cavalcade Superfund
Location '''Q *' , Houston, TX*
Owner TCEQ
Surface Elev. 48.8 ft.
Top of Casing 48.56 ft.
Screen: Dia UHl
Casing: Dia * *}-
Fill Material Bentonite, filter sand.
Drill Co. FPA
Drifter Paf Clark | og By
Checked By Russell Perry, PG
Total Hole Depth 33,0 ft.
Water Level Initial
Length 10ft
Length 22 ft.
24.0 ft.
North .
Static
Proj, No.
Hast
100376
3.7 ft. Diameter ^.5 in.
Type/Size
Type .pvc
PVC/010 in.
Rig/Core Geoprobe/4 ft. core barrel
Method OPT
Brady Ansley, PG Date
1/23/04
nriUwjt 54834M
License No.
TXPG735
COMMENTS
;> IX
^ s
O E
a- 8:
f %
S-J.
(3
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> £•
J!
UJ
10
- 12 -
14
16
18
20 -
n
CL
CL
0.0-0.7' Sandy Clay, dark gray, soft, dry, topsoil with
i ^ai^^arayM.^Qdj^o^^ieces^no odpr^
0.7-4.4' Sandy Clay, dark gray, soft, dry, no odor.
4.4-8.7' Sandy Clay, light brown, soft, dry, mottled
with orange brown, no odor.
CL
sc
8.7-10.4' Clayey Sand, pale yellow, very fine to
fine-grained, dry, slight organic staining at 10.3', no
odor.
10.4-18.1' Sand, light gray, well sorted, water
saturated, slight black organic staining from 12.8 to 13',
no odor.
~ 48.75
-48
-46
-44
-42
-40
-38
SP
CL
18.1-24.0' Clay, red and gray, very hard, no odor.
Continued Next Page
-36
-34
-32
-30
-28
002796
-------
Drilling Log
Shaiw
Monitor Well C18-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 20ff Cavalcade, Houston, TX
Owner TCEQ
Pro], No. 100376
Q
Q E
9- o
£->
O
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
22
24-2
26
- 28
30
32
34
- 36
38
40
42
44
46 -
48
CL
mm
Wmrjrjrjrj
CL
24.0-24.5' Sllty Clay, reddish yellow, soft, water
jsaturated jio odor^
i _24,5-24_.7^_ Clay^recWish jello^harf odor_ _
24.7-24.9' Silty Clay, reddish yellow, soft, water
saturated, jioodor.
^£-t:25J'jC[aj;,_reddjsh yej[ow,_hard, damjo,_no odor._ _
it 25.0-25.2' Sllty Clay, reddish yellow, soft, water
- s§f urated no odor.
L ^5.2227.0'_Clajr, reddish yellow,_hard, danijj, rto^odor.
27.0-30-0' Silty Sand and Clay, (20% silt), reddish
yellow, water saturated, becoming clayey from 29 to 30",
no odor.
,JC
-f
30.0-33.0' Clay, reddish yellow, very hard, dry to
damp, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-4
002797
-------
Drilling Log
Shaw
Monitor Well
C9-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? f Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 48.7ft.
Top of Casing 49.20 ft.
Screen: Dia ? 'n-
Casing: Dia JJlL__
Fill Material Bentonite, fitter sand.
Ori|| Co. Strata Core, Inc.
Driller Micheal Bridges LogBy
Checked By Russell Perry, PG
Total Hole Depth 20.0 ft
Water Level Initial
Length 108-
Length ^olt-
Proj. No.
East
100376
16.0 It.
Z9ft.
North.
Static
Type/Size PVC/,010 in.
Type PVC
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method -SET
Heidi Woetfel, PG Date
1/14/04
License No.
TX PG 735
COMMENTS
CL+J
©S,
Q
Q £
rT °-
a. el
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- o -
n
10
12
14
16
2
18
20
CL
vfcfL/
0.0-3.5' Silty Clay, (40% silt), very dark grayish brown,
soft, moist, fill material with organic matter, no odor.
3.5-4.0" Silty Clay,(45% silt), very dark gray, hard,
„ moistjajayer of s^teljjragment^at 3^ no_odor. _
4.0-8.0' Silty Clay, (40% silt), very dark gray, hard,
moist, no odor.
~8.0-9.0' Silty Clay, (40% silt), very dark gray, soft,
moist, faint odor. '
9.0-12.0' Clayey Sand, (40% clay with siit), gray, very
fine-grained, soft, moist, moderate odor.
12.0-16.0' Silty Sand, (30% silt, trace clay), gray, very
fine-grained, wet, hints of blue glauconite, moderate
odor, light to moderate sheen at 13.5'.
-48.74
-48
-46
SM
SM
ii
III
wmm
16.0-19.0' Silty Sand, (10% clay, 25% silt), gray, very
fine-grained, soft, water saturated, moderate to strong
odor, moderate to heavy sheen from 18.5 to 19".
19.0-20.0' Silty Clay, (30% silt), hard, moist, faint
odor.
20.0-21.0' Silty Clay, (30% silt), soft, wet, moderate
odor.
-44
-42
-40
-38
-36
-34
-32
-30
-28
Continued Next Page
002798
-------
Drilling Log
Shaw
Monitor Well C9-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 20 Cavalcade, Houston, TX
Owner TCEQ
Pro), No. 100376
002799
-------
Drilling Log
Shaw
Monitor Well
C9-2
Page: t of 2
Project Aforffi Cavalcade Superfund
Location 20? f Cavalcade, Houston, IX
Owner
TCEQ
Surface Elev. NA
Top of Casing
Screen: Dia 1 "m-
Casing: Dia 1 'n-
Fiii Material
Drill Co. Strata Gore, Inc.
Total Hole Depth &
Water Level Initial
Length
Length 24 ft
Proj. No.
East
100376
26.0 ft.
4.5 ft
North.
Static
Type/Size PVC/.OlOm.
Type
. Diameter
2.5 in.
BentonMe, filter sand.
Rig/Core Geoprobe/4 ft. core barret
Driller Mcftea/ Bridges Log By
Checked By Russell Perry, PG
Method DPT :
Heidi Woem PG Date 1/14/04
License No. TXPG735
Driller#
54834M
10 -
12
14
16
18
20
Q E
Q. &
III
CL
vML/
mimm
w&xm
sc
SM
SM
COMMENTS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS-
0.0-3.5' Silty Clay, (40% silt), very dark grayish brown, soft,
moist, fill material with organic matter, no odor.
3.5-4.0' Siity Clay,(45% silt), very dark gray, hard, moist, a
Jayer of shelifragpients_at.3;5j noodor.
4.0-8.0" Silty Clay, (40% silt), very dark gray, hard, moist, no"
odor.
8.0-9.0' Silty Clay, (40% silt), very dark gray, soft, moist, faint
odor. ¦
9.0-12.0' Clayey Sand, (40% clay with silt), gray, very
fine-grained, soft, moist, moderate odor.
12.0-16.0' Silty Sand, (30% silt, trace clay), gray, very
fine-grained, wet, hints of blue glauconite, moderate odor, light
to moderate sheen at 13.5'.
16.0-19.0' Silty Sand, (10% clay, 25% silt), gray, very
fine-grained, soft, water saturated, moderate to strong odor,
moderate to heavy sheen from 18.5 to 19*.
19.0-20.0' Silty Clay, (30% silt), hard, moist, faint odor.
20.0-21.0" Silty Clay, (30% silt), soft, wet, moderate odor.
Continued Next Page
002800
-------
Drilling Log
Shaw
Monitor Well C9-2
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 20? 1 Cavalcade, Houston, TX
Pro]. No. 100376
ffi —
-> Q.
> £
Q £
Q- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
n
26
2
28
30
32
34
36
38
40
42
44 -
46
48
Continued
21.0-24.0' SIKy Clay, (20% silt), reddish brown, hard to very
hard, moist, faint odor to no odor at 24".
U'AVM
WfflXH
mm
iiPl
mmm
liiilli
W>M
WM
fmwM
tAMtAfA
WMk
0M
WwM
mm
'0M
twtm
iWMU
mam.
wmm,
mm
mmm
WM
W0m
WMva
uuuu
ilvAvJA
SM
CL
24.0-26.0' Silty Clay, (20% silt), hard, moist to wet, no odor.
26.0-27.5' Silty Sand, (35% silt), very fine-grained, soft, water
saturated/faint odor, light sheen.
_27.5-28.0^_ SiltyjCIa^ {^Wosill}^ hardjTOistjio odor._ ~ ~ _
28.0-30.0' Silty Clay, (20% silt), light gray, hard, moist, faint to
moderate odor, black staining (in a swirl pattern) from 28 to 31'.
CL
31.0-32.0' Silty Clay and Silty Sand, reddish brown, soft and
hard, interbedded silty clay and silty sand (sand at 31' and
J$i.0LiTOdCTate_odqri saji^ haye^sheen and black stajning. /
32.0-36.0' Silty Clay, (15% silt), reddish brown, hard to very
hard, moist, becoming less silty with depth.
36.0-40.0' Silty Clay, (15% silt), light reddish brown, hard,
moist, less silt with depth, faint odor, slight black staining at 40'.
Wfflw
WSfM
40.0-43.0' Clay, (10% silt), very hard, damp, no odor.
CL
002801
-------
Drilling Log
Sham
Soil Boring
C9-3
Page: 1 of 2
Project North Cavalcade Superfund
Location 20/1 Cavalcade, Houston, IX
Surface Elev.
Owner
TCEQ
48.8 ft.
Total Hole Depth
43.0 ft.
Top of Casing SO-69 ft.
Screen: Dia
Casing: Dia J5^
Fill Material Bettonte.
Drill Co. Strata Core, Inc.
Water Level Initial NA
Length ^
Length
NA
NA
North,
Static
Type/Size MA
Type NA
Proj. No.
. East
100376
, Diameter 'n-
Rig/Core Geoprobe/4 ft. core barrel
DPT
Driller Mcheal Bridges Log By
Checked By Jtussell Perry, PG
Method
Heidi Woelfel, PG
License No.
Date
1/14/04
Driller ft 54834M
TX PG735
comments
o
Q E
0l §;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 2
- 10 -
12
14
16
18
20
CL
.11 -
0.0-3.5' Silty Clay, (40% silt), very dark grayish brown, soft,
moist, fid material with organic matter, no odor.
3.5-4.0' Silty Clay,(45% silt), very dark gray, hard, moist, a layer
1 _pfshe!i fragments at 3.5' ,_no odor; /
4.0-8.0' Silty Clay, {40% silt), very dark gray, hard, moist, no
odor.
8.0-9.0' Silty Clay, (40% silt), very dark gray, soft, moist, faint
odor. ¦ '
9.0-12.0' Clayey Sand, (40% clay with silt), gray, very
fine-grained, soft, moist, moderate odor.
12.0-16.0' Silty Sand, (30% silt, trace clay), gray, very
fine-grained, wet, hints of blue glauconite, moderate odor, light
to moderate sheen at 13.5".
-48.81
-48
-46
-44
-42
-40
SM
SM
16.0-19.0' Silty Sand, (10% clay, 25% silt), gray, vety
fine-grained, soft, water saturated, moderate to strong odor,
moderate to heavy sheen from 18.5 to 19".
19.0-20.0' Silty Clay, (30% silt), hard, moist, faint odor.
20.0-21.0' Silty Clay, (30% silt), soft, wet, moderate odor.
Continued Next Page
-38
-36
-34
-32
-30
-28
002802
-------
Drilling Log
Shaw
Soil Boring C9-3
Page: 2 of 2
Project North Cavalcade Superfimct
Location 20? I Cavalcade, Houston, TX
Owner TCEQ
Pro). No. 100376
002803
-------
Drilling Log
Shaw
Monitor Well
C9-4
Page: 1 of 2
Project North Cavalcade Superfund
Location 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 49.1 ft.
Top of Casing 50-38 ft
Screen: Dia 1m-
Casing: Dia AM:
RB Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheat Bridges
Total Hole Depth
Water Level Initial
Length
Length 70 ft.
32.0 ft.
Proj. No.
East
100376
13.0 ft.
4.1ft.
. Diameter
North _
Static
Type/Size PVC/.010in.
Type PVC
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Log By Heidi Woelfel, PG Date 1/21/04 nriiipr a 54834M
Checked By Russell Perry, PG License No. TXPG735
COMMENTS
o E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 4 *
10
12
2
- 14 -
16
18
20
0.0-4.0' Silty Clay, (20 to 40% silt), very dark grayish
brown, soft to hard, moist, less silt with depth, coarse
gravel from 1 to 4', no odor.
4.0-8.0* Clay, {10 to 20% silt), pinkish gray, hard,
moist, coarse gravel from 4 to 8', no odor.
CL
CL
ML
MH
—49.09
-48
-46
-44
-42
8.0-10.0' Silty Clay, (30% silt), pinkish gray, slightly
hard, moist, no odor.
10.0-12.0' Clayey Silt, (25% clay), gray, soft, moist,
piece of concrete at 10", faint odor below concrete.
12.0-16.0' Sand, (20% silt), gray, fine-grained, loose
to soft, wet, moderate odor, black streaks from 13 to
16', sheen at 16'.
SP
SP
SM
16.0-18.0" Sand, (20% silt), gray, fine-grained, very
well sorted, loose to soft, water saturated, moderate
odor, black streaks from 16 to 18".
18-0-20.0' Silty Clay, (20% silt), gray, hard, moist, iron
stained, faint odor.
20.0-21.0' Silty Sand, (35% silt), gray, fine-grained,
very well sorted^soft L wet, faint t^mod wateodor. _
Continued Next Page
-40
-38
-36
-34
-32
-30
002804
-------
Drilling Log
Shaw
Monitor Welt C9-4
Page: 2 of 2
Project North Cavalcade Superfund
Owner 7CEQ
Location 20f 1 Cavalcade, Houston, TX
Proj. No. 100376
¦> a.
se
a £
Eg
Q. Q
2
0
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS
22
24
26
28 -
30
32
34
36
38
40
42
44
46
48
Continued
CL
SM
SM
Sol.
21.0-24,6' Clay, (trace silt), reddish brown, hard to
very hard, moist, no odor.
24.0-26.0' Silty Clay, soft to hard, faint odor.
-28
-26
-24
26.0-27.0* Silty Sand, soft, wet, moderate odor, light
sheen.
27.0-30.5' Silty Clay, soft to hard, faint odor.
30.5-31.8" Silty Sand, wet, heavy black stains at 31
and 31.8".
-22
-20
-18
¦\ 31.8-32.0' Clay, hard, dry.
J~ -
-16
-14
-12
-10
-8
002805
-------
Drilling Log
Shaw
Monitor Well
C9-5
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? f Cavalcade, Houston, TX
Owner
TCEQ
Surface Efev. ^9.1 ff¦
Top of Casing 50-50 fL
Screen: Dia 1 in•
Casing: Dia ?
Fill Material Beritonite, fitter sand
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length Sit
Length 2?
32.0 ft.
28.0 ft
North.
Static
Pro}, No.
East
100376
4.3 ft-
. Diameter
2.5 in.
Type/Size
Type
PVC/MOm.
Rig/Core Geoprohe/4 ft. core barrel
DPT
Method
Heidi Woelfel, PG
Date
1/21/04
flrillpr H 54834M
License No.
TXPG735
COMMENTS
i i*
q e
a. s
•£ o>
o
£-»•
CD
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>¦£.
J8
111
4*
10
12
14 -
16
18
20
0.0-4.0' Silty Clay, (20 to 40% silt), very dark grayish
brown, soft to hard, moist, less siit with depth, coarse
gravel from 1 to 4', no odor.
4.0-8.0' Clay, (10 to 20% silt), pinkish gray, hard,
moist, coarse gravel from 4 to 8', no odor.
-49.12
-48
CL
mm
imm
'SM.
mm
fMWA
MH
SP
SP
mm
WM
iff
W/M
1
SM
8.0-10.0' Silty Clay, (30% silt), pinkish gray, slightly
hard, moist, no odor.
10.0-12.0' Clayey Silt, (25% clay), gray, soft, moist,
piece of concrete at 10', faint odor below concrete.
12.0-16.0' Sand, (20% silt), gray, fine-grained, loose
to soft, wet, moderate odor, black streaks from 13 to
16", sheen at 16'.
16.0-18.0" Sand, (20% silt), gray, fine-grained, very
well sorted, loose to soft, water saturated, moderate
odor, black streaks from 16 to 18*.
18.0-20.0' Silty Clay, (20% silt), gray, hard, moist, iron
stained, faint odor.
20.0-21.0' Silty Sand, (35% silt), gray, fine-grained,
_very well sorted^sof^wet, faint tojmoderate odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
002806
-------
Drilling Log
Shaw
Monitor Weil C9-5
Page: 2 of 2
Project North Cavalcade Superfunci
Owner TCEQ
Location Cavalcade, Houston, TX
Proj. No. 100376
> £
Q E
JT" CL
CL CL
fi-
C5
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
®" '
Ui
22
24
26
28
30
32
34
36
38
40
- 42
44
46
- 48 -
Continued
21.0-24.0' Clay, (trace silt), reddish brown, hard to
very hard, moist, no odor.
CL
ilpil
m
s
5
5
5
J
If
I?
J J
7v
n
tfazm
SM
24.0-26.0' Sitty Clay, soft to hard, faint odor.
26.0-27.0' Sitty Sand, soft, wet, moderate odor, light
sheen.
27.0-30.5' Sitty Clay, soft to hard, faint odor.
SM
rsSC
30.5-31.8' Silty Sand, wet, heavy black stains at 31
and 31.8".
a 31.8-32.0' Clay, hard, dry.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002807
-------
Drilling Log
Shaw
Monitor Well
CC6-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
9.5 ft
Surface Elev. 47.0 ft.
Top of Casing 5103#.
Screen: Dia 1 in ...
Casing: Dia "I
Fill Materia! Bentonite, filter sand.
Drill Co. EPA
Driller Pat Clark ^og By Brady Ansley, PG
Total Hofe Depth 26,5 ft.
Water Level Initial
Length 13
Length 9 ft
North.
Static
Proj. No.
East
100376
5.1ft.
. Diameter
2.5 in.
Type/Size
Type _PW?_
PVC/.010 in.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Date
1/22/04
Driller JL
NA
Checked By Russell Perry, PG
License No. TX PG 735
COMMENTS
St
Q E
0- a
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 0
n
0.0-3.8' Cfay, dark brown, soft, damp, asphalt gravel,
no odor.
CL
3.8-9.5* Sandy Clay, (20% very fine-grained sand),
yellow, soft to slightly hard, moist to wet, faint odor
from 8 to 9.5".
CL
10
12
14
16
18
20
SM
9.5-12.0' Silty Sand, (15% silt), yellow to light gray
with depth, very fine-grained, water saturated, faint
odor.
12.0-20.0' Sand, (trace silt), light gray, very
fine-grained, water saturated, moderate odor.
SP
SP
20.0-22.0' Sand, Sight yellowish brown, faint odor.
Continued Next Page
-46.97
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
-26
002808
-------
Drilling Log
Monitor Well CC6-1
wnaW Page: 2 of 2
Project North Cavalcade Suporfund Owner TCEQ
Location 2077 Cavalcade, Houston, TX ____________________ Proj. No. 100376
£
-------
Drilling Log
Shaw
Monitor Well
CC6-2
Page: 1 of 2
Project North Cavalcade Superfund
Owner ICEQ
Location 2011 Cavalcade, Houston, TX
Surface Elev. 47.0 ft.
Top of Casing 49.07 ft.
Screen; Dia 1 in
Casing: Dia 1
FiU Material Bantonite, filter sand.
Drill Co- EPA
Driller Paf Clark Log By
Checked By Russell Peny, PG
Total Hole Depth 26.5 ft
Water Level Initial
Length JUL
Length 23 ft
23.5 ft.
North
Static _
Type/Size
Type PVC
Proj. No. 100376
East
31 ft Diameter 2.5 in.
PVC/.OlOin.
Rig/Core Geoprobe/4 It. core barrel
Method DPT
Brady Ansley, PG Date
1/22/04
Driller JL
NA
License No.
TXPG735
COMMENTS
8 -
10
12
14
16
18
20
n
Q E
sr Cl
Q- o.
CL
Ct
s u
SP
SP
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-3.8' Clay, dark brown, soft, damp, asphalt gravel,
no odor.
3.8-9.5' Sandy Clay, (20% very fine-grained sand),
yellow, soft to slightly hard, moist to wet, faint odor
from 8 to 9.5'.
-46.97
-46
-44
-42
-40
I—38
9.5-12.0' Silty Sand, (15% silt), yellow to light gray
with depth, very fine-grained, water saturated, faint
odor.
12.0-20.0* Sand, (trace silt), light gray, very
fine-grained, water saturated, moderate odor.
20.0-22.0' Sand, light yellowish brown, faint odor.
Continued Next Page
-36
-34
-32
-30
-28
-26
002810
-------
Drilling Log
Shaw
Monitor Well CC6-2
Page: 2 of 2
project North Cavalcade Superftmd
Location 207? Cavalcade, Houston, TX
Owner 1Q&Q..
Proj. No. 100376
CL .j
o
Q E
Q. £
9*o
H-J
O
Description
(Color, Texture, Structure)
Geofogfc Descriptions are Based on the USCS.
>
22
11
5Z
24
26
28
30
32
34
36
- 38 -
40
42
44
46
48
Continued
SP
CL
22.0-23.5' Clay, strong brown, hard, faint odor.
SP
CL
23.5-25.5' Sand, light gray, very fine to fine-grained,"
water saturated, sharp basal contact with clay,
moderate odor.
25.5-26.5' Clay, light yellowish brown, very hard,
moderate odor.
-24
-22
-20
-18
-16
-14
-12
-10
002811
-------
Drilling Log
Shaw
Monitor Well
D10-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 C<$v3tc3d&, Houston, TX
Owner
TCEQ
Surface Eicv. 49.7 ft.
Top of Casing 51.30 tt.
Screen; Dia 1
Casing: Dia I"1-
Fit! Material Bentonite, fitter sand.
Drill Co. Strata Core, inc.
Driller Michea! Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level initial
Length 8ft
Length 13 ft.
16.0 ft.
North.
Static
Proj. No.
East
100376
4.9 ft.
. Diameter
2.5 in.
Type/Size
Type PVC
PVC/.01Q in.
Rig/Core Geoprobe/4 ft. core barrel
DPT
Method
Heidi Woelfet, PG
Date
1722/04
Driller JL
54834M
License No.
TXPG735
COMMENTS
D E
a. g
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 0
n
10
12
14
16
£
18 -
20
0.0-2.0' Sitty Clay, (45% silt), dark brown, soft,moist,
no odor.
2.0-4.0' Silty Sand, (20% silt), pate brown,
fine-grained, very well sorted, soft, wet, no odor.
4.0-8.0' Silty Clayey Sand, {25 to 35% clay and silt),
light brownish gray, fine-grained, soft, moist to wet, no
odor.
sc
SM
8.0-12.0' Silty Clayey Sand, (25 to 35% ciay and silt),"
light brownish gray, fine-grained, very well sorted, soft,
moist, faint odor, black streaks throughout.
sc
12.0-16.0' Silty Clayey Sand, (15 to 25% clay and
silt), gray, fine-grained, very well sorted, soft, wet, less
silt and clay with depth, moderate odor, black streaks
throughout.
SC
16.0-20.0' Sand, (trace silt), gray, fine-grained, very
well sorted, loose to soft, water saturated, moderate
odor, possible gray staining throughout.
SP
-49.74
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
20.0-24.0' Clay arid Silty Clay, light greenish gray, soft
to hard, moist to wet, interbedded clay and soft silty
Continued Next Page
002812
-------
Drifting Log
Monitor Well D10-1
Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location — 0'' OsV3lc3d&, Houston, TjC Pro] I*4o 100376
Shaw
002813
-------
Drilling Log
Sham
Monitor Welt
D10-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f ? Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 49.8 ft.
Top of Casing 50-20 ft.
Screen: Dia *
Casing: Dia .liL
Fill Material Bentonito, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry. PG
Total Hole Depth 28.0 ft-
Water Levei Initial
Length SfL
Length 20 ft.
26.0 ft.
North _
Static
Proj. No.
East
100376
3.9 ft. Diameter 2.5 in.
Type/Size PVC/.OIOin.
Type PVC
Rig/Core Geoprobe/4 ft. core barrel
DPT
Method
Heidi Woelfel, PG
License No.
Date
1/22/04
nriilra- # S4834M
TXPG735
COMMENTS
Q E
Q. £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
to
12
14
- 16
18
20
CL
ML
SM
SC
SM
0.0-2-0' Silty Clay, (45% silt), dark brown, soft,moist,
no odor.
2.0-4.0' Silly Sand, (20% silt), pale brown,
fine-grained, very well sorted, soft, wet, no odor.
4.0-8.0" Silty Clayey Sand, (25 to 35% clay and silt),
light brownish gray, fine-grained, soft, moist to wet, no
odor.
-49.77
SC
SC
SP
8.0-12.0' Silty Clayey Sand, (25 to 35% clay and silt),
light brownish gray, fine-grained, very well sorted, soft,
moist, faint odor, black streaks throughout.
12.0-16.0' Silty Clayey Sand, (15 to 25% clay and'"\
silt), gray, fine-grained, very well sorted, soft, wet, less
silt and clay with depth, moderate odor, black streaks
throughout.
16.0-20.0" Sand, (trace silt), gray, fine-grained, very
well sorted, loose to soft, water saturated, moderate
odor, possible gray staining throughout.
20.0-24.0' Clay and Silty Clay, light greenish gray, soft
to hard, moist to wet, interbedded clay and soft silty
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002814
-------
Drilling Log
GtSaSSS^ Monitor Well D10-2
OIkIvV Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX Proj. No. 100376
002815
-------
Drilling Log
Shaw
Monitor Well
D4-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20< 1 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. „
Top of Casing 51.79 ft
Screen: Dia _l£L__
Casing: Dia 1 'n-
Fiii Material Bentonite, fitter sand.
Drill Co. Strata Core, Inc.
Driifer Micheai Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 20 0 &
Water Level Initial
Length
Length
16.0 ft.
North
Static
Type/Size
Type
Proj. No.
East
100376
5-0 ft- Diameter 2.5 in.
PVC/.010in.
Rig/Core Geoprobe/4 fL core barrel
DPT
Method
Heidi Wbelfel, PG
Date
1/13/04
DrillerjS S4S34M
License No.
TXPG735
COMMENTS
o £
K"
CL CL
$rO
£ -
0
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10 -
12 -
14 -
16
2.
18 -
20
0.0-4.0' Silty Clay, very dark grayish brown, soft,
moist, organic fill material, no odor.
-49.31
-48
-46
4.0-8.0' Clayey Silt, (30% cfay), gray, soft, moist, no
odor.
MH
-44
-42
8.0-12.0' Clayey Sand, (40% clay with silt), brownish
yellow, very fine-grained, slightly hard, moist, becoming
sandier with depth, no odor.
;p/gi
SM
SM
12.0-14.5' Clayey Sand, brownish yellow, very
fine-grained, slightly hard, moist, no odor.
14.5-16.0' Silty Sand, brownish yellow, very
fine-grained, moist, weak odor at 16",
"16.0-2070" Sihty"Sand,"{20% sill), grayT very" "
fine-grained, water saturated, moderate odor.
-40
-38
-36
-34
-32
-30
20.0-24.0' Silty Clay, (20% silt), red, hard, moist, 21 to
21.5' a soft, wet sandy silty clay.
Continued Next Page
002816
-------
Drilling Log
Shaw
Monitor Weil D4-1
Page: 2 of 2
Project Norm uavaicaae aupenvnd
Location 20jf Cavalcade, Houston, TX
Owner TCEG
Proj.No. 100376
Q
o e
«T Q-
U- CL
®
o
.2
4s cs
£
CO
S- o
2_i
to
<3
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> £,
ill
- 22 -
- 24 -
26
28
30
32
- 34
36 -
38
40
42
44
46
48
Continued
24.0-28.0' Silty Clay, (20% silt), red, hard, sandy and
silty from 26.5 to 27', weak odor from 26 to 28'.
SM
SM
28.0-29.0' Silty Sand, {20% silt), red, very
fine-grained, soft, wet, thick clay from 28.75 to 29',
T .weak odor .
29.0-32.0* Silty Sand, red, soft, water saturated at
29.5', weak odor, sheen on water.
32.0-34.0' Clay, (trace silt), red hard moist, faint odor.
CL
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-8
002817
-------
Drilling Log
Shaw
Monitor Welt
D4~2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elcv. 49.3 It.
Top of Casing 50.81 ft.
Screen: Dia , ,1M:
Casing: Dia 1 in-
Fill Material
Drill Co. Strata Com, inc.
Driller
Total Hole Depth 34.0 ft.
Water Level initial
Length
Length
29.0 ft
North _
Static
Proj. No.
East
100376
4.4 ft.
. Diameter
2.5 in.
29 It.
Type/Size PVv'-'.010/);.
Type pvc
Bentonite, filter sand.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Micheat Bridges
Log By
Checked By Russetl Perry, PG
Heidi Woelfel, PG
License No,
Date
1/13/04
DrilleriL
54834M
TXPG735
COMMENTS
3"S
Q
Q £
a. &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10
12
14
16 -
18
20
I
UIP,
WW
Wm
Y/M
Wm
Wm
wm
fM
Wm
vm
0.0-4.0' Silty Clay, very dark grayish brown, soft,
moist, organic fill material.
%
4.0-8.0' Clayey Silt, (30% clay), gray, soft, moist.
MH
-49.26
-48
-46
-44
-42
SP/GF
SM
SM
8.0-12.0' Clayey Sand, (40% clay with silt), brownish
yellow, very fine-grained, slightly hard, moist, becoming
sandier with depth.
12.0-14.5' Clayey Sand, brownish yellow, very
fine-grained, slightly hard, moist.
14.5-16.0' Silty Sand, brownish yellow, very
fine-grained, moist, weak odor at 16".
"16.0-2070" Silty Sand,720% silt), gray;' wry-'
fine-grained, water saturated, moderate odor.
-40
-38
-36
-34
-32
-30
20.0-24.0' Silty Clay, (20% silt), red, hard, moist, 21 to
21.5' a soft, wet sandy silty clay.
Continued Next Page
002818
-------
Drilling Log
Shaw
Monitor Well D4-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 207 i C!a-)/cjcfe, Houston, fX
Owner TCEQ
Proj. No. 100376
©
Q
> E
O £
q- §:
B-o
S-J
a
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24 -
26
28
2
30
32
34
36
38
40
42
44
46
48
mm
Wtm
y/J/M
5555555
5555555
SSsSSSS
?5P0?
555S«55
WMXi
WMW*
5S5iS«S
SSiftfSiS
fWM+M
Continued
24.0-28.0' Silty Clay, (20% silt), red, hard, sandy and
silty from 26.5 to 27', weak odor from 26 to 28*.
SM
SM
a.
28.0-29.0' Silty Sand, (20% silt), red, very
fine-grained, soft, wet, thick clay from 28.75 to 29',
T _weak odor
29.0-32.0" Silty Sand, red, soft, water saturated at
29.5", weak odor, sheen on water.
32.0-34.0' Clay, (trace siit), red hard moist, faint odor.
-28
~26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002819
-------
Drilling Log
Sham
Monitor Well
D4-3
Page: 1 of 2
Project ftfortft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. .
Top of Casing 5154 ft.
Screen; Oia 1'P-.
Casing: Dia 1in-
Pig Material Bentonite, filler sand,
Drili Co. FPA
Driller Pat clar,< Log By
Checked By Russell Perry, PG
Total Hole Depth 20.0 ft
Water Level initial
Length
Length
12.0 ft.
North _
Static
Praj. No.
East
100376
4.5 ft.
2.5 in.
10 ft.
Type/Size
Type pvc
PVC/.OWin.
Rig/Core Geoprobe/4 ft. core barrel
Method
Brady Anstey, PG
License No.
Date
1/1&04
DrillerJ
TXPG735
COMMENTS
©
o
5» Q.
5 e
Q E
a. g
Description
(Color, Texture, Structure)
Geofogic Descriptions are Based on the USCS
- 0
sc
sc
10
12^
- U
- 16
18
- 20
\ v
sc
SP
SP
SP
0.0-1.0' Silty Clay, light brown, damp, no odor.
TTo-4.5' Clayey Sand, (15% ciay), grayish brown, very
fine-grained, soft, damp to wet, organic material and
dark root traces, hard black crystalline material from 1.0
to 1.2', no odor.
4.5-8.0' Sand, (<10% clay), light yellowish brown, very
fine to fine-grained, moist to wet, possibly some dark
gray staining, no odor.
8.0-9.5' Sand, (<5% clay), light gray, very fine to
fine-grained, loose to soft, wet to water saturated from
8 to 8.5", fafnt odor.
9.5-12.0" Clayey Sand, (35% clay), light olive brown to
light gray, very fine to fine-grained, soft to hard, iron
concretions from 9.5 to 10", faint odor.
12.0-15.0' Sand, light gray, fine-grained, water
saturated, soupy consistency, black stain with organic
odor at 14.6', faint odor.
15.0-16.0' Sand, light gray, fine-grained, wet, faint
odor.
16.0-19.8' Sand, light gray, fine-grained, water
saturated, faint odor.
-47.91
1 „JJ).8-20.0"_C^lay^redx_veiY harcl_
20.0-22.3' Clay, yellowish red, very hard, some gray
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002820
-------
Drilling Log
Shamr
Monitor Well D4-3
Page: 2 of 2
Project Myff) Cavalcade Superfund
Location 2071 Cs?VciHouston, "DC
Owner 1'CEQ
Praj. No. ^00376
~-Z ct
^ E
Q E
f?
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
22
24
26
28
30
32
34
36
38
40
- 42 -
44
46
48
Continued
Wt
m
m
sss
III
CL
mottling, no odor.
-26
££.
SP
22.3-23.1' Silty Sand, yellowish red, very fine-grained,
water saturate^ noj>
-------
Drilling Log
Shaw
Monitor Weil
D4-4
Page: 1 of 2
Project Afo/ft Cavalcade Superfund
Location 20?? Cavalcade, Houston, IX
Owner
TCEQ
Surface Elev. 48. j ft.
Top of Casing 51.09 ft-
Screen: Dia *
Casing: Dia 1 ln-
Fill Materia! Bentonite, filter sand.
Drill Co.
Total Hole Depth
Water Level Initial
Length ^ ft-
Length
34.0ft.
22.3 ft.
4.4 ft
22 ft.
North.
Static
Type/Size PVC/.010 in.
Type ™
Proj. No.
East
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft core barrel
EPA
Method
DPT
Driller Paf Clsrk
Log By Brady Ansley, PG
Date
1/16/04
DrillerJL
AM
Checked By Russell Perry, PG
License No.
TXPG73S
COMMENTS
Q E
E g:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
6 -
8 -
0.0-1.0' Silty Ciay, light brown, damp, no odor.
1.0-4.5' Clayey Sand, (15% clay), grayish brown, very
fine-grained, soft, damp to wet, organic material and
dark root traces, hard black crystalline material from 1.0
sc to 1.2', no odor.
4.5-8.0' Sand, (<10% clay), light yellowish brown, very
fine to fine-grained, moist to wet, possibly some dark
gray staining, no odor.
sc
=48.10
-46
10
12
14
16
- 18
20
SP
sc
SP
SP
SP
8.0-9.5' Sand, (<5% day), light gray, very fine to
fine-grained, loose to soft, wet to water saturated from
8 to 8.5', faint odor.
9.5-12.0' Clayey Sand,~(35%~y),Tlghfolive brown to"
light gray, very fine to fine-grained, soft to hard, iron
concretions from 9.5 to 10', faint odor.
12.0-15.0' Sand, light gray, fine-grained, water
saturated, soupy consistency, black stain with organic
odor at 14.6', faint odor.
15.0-16.0' Sand, light gray, fine-grained, wet, faint
odor. ^
16.0-19.8' Sand, fight gray, fine-grained, water
saturated, faint odor.
- i _19.8-20l0^ Clay^ red^very hard.
20.0-22.3" Ciay, yellowish red, very hard, some gray
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002822
-------
Drilling Log
Shaw
Monitor Well 04-4
Page: 2 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
Q
§ f
Q £
0- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
- 22S
24
26 -
28
30
32
34
36
mottling, no odor.
22.3-23.1' Sltty Sand, yellowish red, very fine-grained,
water saUiratedj noodqr.
1 23.1-23.5" Clay, yeilowish red, very hard, some gray
\ ...T.ottliQSi noodqr.
23.5-26.7' Silty Clay, yellowish red, hard, wet sand
stringers at 24' and 25', faint odor.
j 26.7-27.0' Sand, yellowish red, very fine to
5 fine-grained, very hard, moist, very dense and well
l—Backed^fairrt odon
27.0-30.0" Sand, yellowish red, very fine-grained, very
hard, wet to water saturated, very dense and well
packed, moderate odor, heavy metallic sheen from 28
to29". ;
30.0-34.0" Clay, yellowish red, very hard, pieces of
consolidated sand, sandy and damp from 30 to 31',
moderate odor, sheen present at 30.8'.
- 38 -
40
-26
-24
-22
-20
-18
-16
-14
-12
-10
42
44
46
48
002823
-------
Drilling Log
SKaw
Monitor Weil
D7-1
Page: 1 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 201 1 Gzivstccido, Houston, TX
Surface Elev,
47.4 ft.
Top of Casing 50.76 ft.
Screen: Dia -lit-
Casing: Dia 1 in•
Fill Material Bentonite, filter sand.
¦Drill Co. EPA
Driller
Total Hole Depth 33.0 A.
Water Level Initial
Length JSUL
Length 10 ft-
Proj. No. 100376
East .
10,0 ft.
4.3 ft. Diameter '-• ^m-
North _
Static
Type/Size PV&.010 in.
Type PVC
Rig/Core Geoprobe/4 ft. core barret
Method
DPT
Pat Clark
Log By Brady Artslev, PG
Date
1/27/04
Driller JE M±_
Checked By Russell Perry, PG
License No.
TX PG735
COMMENTS
* £
o
o
O £
Q. %_
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
% *f
w
4 *
10
2
12 -
r 14
16
18
20
CL
CL
CI
0.0-1.0' Sandy Clay, (30% very fine-grained sand),
_dark reddtehj^.js^^rrofet^no odor
1.0-3.0' Sandy Clay, (30% very fine-grained sand),
brown, soft, moist to wet, no odor.
3.0-4.0' No Recovery.
4.0-5.0' Sandy Clay, (30% very fine-grained sand),
brown, sojt, moist tojweiLpo odor.
5.0-10.0' Sandy Clay, (40% very fine-grained sand),
brownish yellow, soft, wet, no odor.
-47.44
-46
CL
10.0-16.2' Sand, greenish gray to light brown at 15.6',
very fine to fine-grained, loose to soft, water saturated,
no odor.
SP
-44
-42
-40
-38
-36
-34
-32
CL
CL
ML
CL
16.2-17.3' Clay, mottled dark red and light greenish
gray, very hard, damp, no odor.
17.3-18.7r SiltyClay, (25%siItiT dark red, soft7water
saturated, no odor.
18.7-22.5' Clay, dark red, very hard, damp, no odor.
-30
-28
Continued Next Page
002824
-------
Drilling Log
ClSSJlC*. Monitor Wei! D7-1
OflClVV Page: 2 of 2
Project North Cavalcade Superfund Owner 7~C£Q
Locaflori 2011 Cavalcade, Houston, TX Proj, No, 100376
o E
Description
(Coior, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
22
24
26
28
30
32
34
36
- 38
40
l — 42 —
CL
cl 22.5-23.0' Sandy Clay, (20% very fine-grained sand),
jfai^rec^siighUyJjar^ dam£, Jioodor. f
23.0-24.0' Siity Clay, (50% silt), dark red, wet, strong
1 odor, light sheeiiL f
24.0-25.0' Clay, dark red, hard, damp, strong odor.
mm.
II m
44
46
48
SM
MH
CL
25.0-25.5' Silty Clay, (50% silt), dark red, wet, strong
\ _pdoi^Jjght_sheeQ.
\ _25.^26^'_C|ajj, ^3tfLr@?i_hard Ja^j_str«ig odor
1 26,0-26.5' Siity Clay, (50% silt), dark red, wet, strong
\ J?§9L j|ghtsj!®§1
1 26.5-27.5' Siit, dark red, hard, dense, damp, strong
\ _odor.
27.5-29.0' Silty Sand, (40% silt), dark red, very
i —^f^^^^Lto^tiWrte^^turated^strong odojt
29.0-30.0' Clayey Silt, (20% clay), dark red, hard,
damp,jrioderate odor
30.0-33.0' Clay, dark red, very hard, dry, wet silt
stringer at 31', faint odor.
.J
-26
-24
-22
-20
-18
-16
-14
-12
-10
002825
-------
Drilling Log
Shaw
Monitor Well
D7-2
Page: 1 of 2
Project Wort/7 Cavafcarfe Superfund
Location 20ff Cavalcade, Houston, TX
Owner TCEQ
Totai Hole Depth
Water Level Initial
Length JSJL
Length 2?-{L
33.0 ft.
23.0 ft
Surface Elev. 47.2 ft.
Top of Casing 50.74 ft
Screen: Oia 1
Casing: Dia *
-------
Drilling Log
Shaw
Monitor Well
D7-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 2077 Cavalcade, Houston, TX
Owner
TCEQ
Proj. No.
100376
o s
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
- 26 -
28
30
32
34
36
38
40
- 42
44
- 46 -
48
CL
Y/W/m
WM't
CL
vML/
CI .
CL
\M /
ML
SM
MH
CL
Continued
22.5-23.0' Sandy Clay, {20% very fine-grairied sand),"
jJark/ed^ Rightly.hard, dam£,jio.odor.
23.0-24.0' Sllty Clay, (50% silt), dark red, wet, strong
~L -9tL°L lightsheen^
24.0-25.0' Clay, dark red, hard, damp, strong odor.
^25.0-25T5r Siity Clay, (50°/7sTit)T dYrk7edrwet7strong"
jodor, Hghtsheen.
_2 5.5;26 ^ '_Clay, d arkred^ha ixJ ,_d amp^s trong odor.
26.0-26.5' Silly Clay, (50% silt), dark red, wet, strong
jodor, iight_sheen.
26.5-27.5' Silt, dark red, hard, dense, damp, strong
_odor.
27.5-29.0' Silty Sand, (40% silt), dark red, very
_ftergr^n«JLl^qs^w^£^turated^^rong odor.
29.0-30.0' Clayey Silt, (20% clay), dark red, hard,
dOTij), moderate odor.
30.0-33.0' Clay, dark red, very hard, dry, wet silt
stringer at 31', faint odor.
.J
. T
-J-
.j
-26
-24
-22
-20
-18
-16
-14
-12
-10
-8
-0
002827
-------
Drilling Log
Sham
Monitor Well
D7-3
Page: 1 of 2
Project North Cavalcade Sttperfund
Location
2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.4 ft
Top of Casing J5$:99.!L-
Screen: Dia ' ,
Casing: Dia ^
Fill Material
Drill Co. Strata Com, Inc.
Driller Miches! Bridges j og By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length
Length ^ &
32.0fl.
12.5 ft
North
Static
Type/Size
Type pvc
Proj. No.
East
100376
1-5 ft. Diameter 2.5 in.
PVC/.010 in.
Bentonile, filter sand.
Rig/Core Geoprobe/4 ft. core barrel
DPT
Method
Heidi Woelfel, PG
License Islo.
Date
1/29/04
Drilleri-
54834M
TXPG735
COMMENTS
D E
o. §:
S-°
5 -i
©
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
m
n
0.0-8.0' Silty Clay, (30 to 45% silt), soft, moist, no
odor.
-47.36
- to
12
2
14
16
18 -
20
8.0-12.0' Sandy Clay, (35 to 55% very fine-grained
sand), light gray, soft, moist, faint odor.
12.0-16.0' Silty Sand, (10 to 30% silt), fine-grained,
loose to soft, water saturated at 12.5', faint odor,
heavy sheen, black oozing stain at 12.5" and at 13.5".
SM
SP
16.0-17.5' Sand, (trace silt), very well sorted, loose to
soft, water saturated, faint odor, black streaks
throughout.
17.5-18.5" Clay, (trace silt), hard, moist, no odor.
18.5-20.0' Silty Clay with Sand, (30% silt and sand),
light gray, slightly hard to hard, moist, faint odor.
20.0-22.0' Clay,! tracersilt), very hard, dampto moist,
no odor.
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002828
-------
Drilling Log
Shaw
Project North Cavalcade Superfund Owner 7~CCQ
Monitor Well D7-3
Page; 2 of 2
location 2011 CsvQfcQdQ, tioustonf Ty( fro]* No, ?00376
-------
Drilling Log
Shaw
Monitor Well
D7-4
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Eiev. 47.5 ft
Top of Casing 49 01
Screen: Dia Eh Length
Casing: Dia 1in- Length
Fill Material Bentonite, filter sand.
Total Hole Depth
Water Level Initial
5 ft
32.0 ft.
28.0 ft
North _
Static
Proj. No.
East
100376
2.6 ft
. Diameter
2.5 in.
27 ft
Type/Size
Type
PVC/.010 in.
Rig/Core Geoprobe/4 ft. core barrel
Drill Co. Strata Core, Inc.
Driller Micheal Bridges
Checked By Russell Perry, PG
__ Method DPT
Log By Heidi Woelfel, PG
Date
1/29/04
DrillerJL
54834M
License No.
TXPG735
COMMENTS
< CL
£
Q I
a- St
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- o
n
21
0.0-8.0' Silty Clay, (30 to 45% silt), soft, moist, no
odor.
-47.47
10
- 12 -
14
- 16
- 18
8.0-12.0' Sandy Clay, (35 to 55% very fine-grained
sand), light gray, soft, moist, faint odor.
CL
SM
20
12.0-16.0' Silty Sand, (10 to 30% sift), fine-grained,
loose to soft, water saturated at 12.5', faint odor,
heavy sheen, black oozing stain at 12.5' and at 13.5'.
16.0-17.5' Sand, (trace silt), very well sorted, loose to
soft, water saturated, faint odor, black streaks
throughout.
17.5-T8.5~ CIay7(trace s¥t)7harci,~rnoist7no odorT ~~
-46
-44
-42
-40
-38
-36
-34
-32
-30
18.5-20.0' Silty Clay with Sand, (30% silt and sand),
light gray, slightly hard to hard, moist, faint odor.
20.0-22.0' Clay7(trace silt), very hard, damp to moist,
no odor.
Continued Next Page
-28
002830
-------
Drilling Log
Shaw
Monitor Weil D7-4
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 20f f Cavalcade, Houston, TX
Pro). No. 100376
> O.
^ £
Q £
a. oi
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28-2
30 -
- 32 -
- 34 -
36
38
40
42
44
46
48
CL
Continued
22.0-24.0' No Recovery, sample stuck in core barrel.
24.0-28.0' Clay and Sitty Ctay, slightly hard to hard,
interbedded, moderate odor, black streaks throughout.
28.0-31.5' Stlty Sandy Clay, soft, water saturated,
strong odor, saturated NAPL from 30.5 to 31.5".
CL
CL
-26
-24
-22
-20
-18
31.5-32.0' Clay, very hard, faint odor.
-16
-14
-12
-10
002831
-------
Drilling Log
Shaw
Monitor Weil
D8-5
Page: 1 of 2
Project North Cavalcade Superlund
Location 20? f Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 48.5 ft.
Top of Casing 49.17 U.
Screen: Dia 1
Casing: Dia 1 —_
Total Hole Depth
Water Level Initial
Length 10
Length _?£*__
32.0 ft.
12.0 ft.
North _
Static
Proj. No, 100376
East
2.7 ft.
Diameter
2.6 in.
Type/Size
Type _PyC_
PVC/.010in.
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Lag By
Checked By Russ&H Perry, PG
Rig/Core Geoprobe/4 ft core barrel
Method J?PT_
Heidi Woelfef, PG
License No.
Date 1/22/04 lltilter # S-1834M
TXPG735
COMMENTS
:> a.
S£
Q E
a.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS,
n
- 2
6 -
10
12
2.
14 -
16
18
20
m'M'A
mwM
VAW/A
i
vmm
iiiii
mwm
Umm
vmvm
Wm
Wmm
WlwM
WMM
txmi&i
0.0-4.0" Silty Clay, (45 to 60% silt), brown, soft, moist,
clay fill material 0 to 2', no odor.
4.0-8.0' Silty Clay, {45% silt), pale red, soft, moist, no
odor.
CL
8.0-12.0' Silty Sandy Clay, {35 to 60% silt arid sand),
soft to slightly hard, moist to wet, clay content increases
with depth, no odor.
12.0-16.0' Siity Sand, (20% silt), very fine-grained,
soft, water saturated, strong odor.
-48.51
-48
-46
-44
-42
-40
SM
SP
16.0-18.0* Sand, (trace silt}, fine-grained, loose to
soft, water saturated, very strong odor, heavy black
stain with saturated NAPL from 17.5 to 18", heavy
sheen above staining.
18.0-20.0' Clay, (20% silt), hard, moist, sand lens
from 21 to 21.5', strong odor, black streaks and sheen
in sand iens.
-38
-36
-34
-32
-30
20.0-24.0' Clay, (trace silt), very hard, moist, no odor.
Continued Next Page
-28
002832
-------
Drilling Log
Monitor Well D8-5
OilHllw Page: 2 of 2
Project Worth Cavalcade Superfiind Owner TCEQ
Location 20f? Cavalcade, Houston, TX proj f,j0 100376
002833
-------
Drilling Log
Shaw
Monitor Well
D8-6
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? f Cavalcade, Houston, IX
Surface E!ev.
Owner
TCEQ
48.5 ft.
Top of Casing 50.06 ft.
Screen: Dia ? m-
Casing: Dia _?J?-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges tog By
Checked By Russell Perry, PG
Total Hole Depth 32 0 &
Water Level Initial
Length 8ft
Length 24 &
25.5 ft.
North _
Static
Proj. No.
East
100376
3-7 A- Diameter 2:>
-------
Drilling Log
Shaw
Monitor Well D8-6
Page: 2 of 2
Project Wortft Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Proj. No, 100376
•> a,
5 E
a £
a. g;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USGS.
gar
ill
22
24
2
26
28
30
32
34
36
- 38 -
40
42
44
46
48
n
Continued
-26
24.0-25.5' Clay, (trace silt), very hard, moist, faint
odor.
25.5-26.5' Sandy SHty Clay, (40 to 60% silt and very
fine-grained sand), soft, water saturated, moderate
1 _odor, steenJrom 25^ toJ26J5.
26.5-28.0' Clay, (10 to 30% siit), hard, moist, no odor,
28.0-30.5' Clayey Silty Sand, (30 to 50% clay and
silt), very fine-grained, soft, wet to saturated, sand
content increases with depth, strong odor, light sheen
from 29 to 30', heavy black staining with free NAPL
from 30 to 30.5'.
30.5-32.0' Clay, (trace silt), hard, moist, faint odor.
-24
-22
-20
-18
-16
-14
-12
-10
002835
-------
Drilling Log
Shaw
Monitor Welf
D8-7
Page: 1 of 2
Project North Cavalcade Superfund
Location 201 1 Cavalcade, Houston, TX
Surface Elev.
Owner
TCEQ
48.5 ft
Top of Casing 48-9111
Screen: Dia 1 'n-
Casing: Dia JUL
Fi[| Material Bcntonito, filter sand.
Orill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Periy, PG
Total Hole Depth 32.0 ft.
Water Level Initial
Length 10 ft
Length
Proj. Ho.
East
100376
13.5 ft.
2 5ft
North _
Static
Type/Size PVC/.010 in.
Type Pvc
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Heidi Woelfel, PG Qa{e
1/28/04
Driller# 54834M
License No.
TX PG 735
COMMENTS
a E
0- OL
Description
(Color, Texture, Structure)
Geologic Descriplions are Based on the USCS.
- 2
- 4 -
10
- 12 -
3Z
14 -
16
18
20
mm.
WiWM
wmm
WM
vwM
mm1
wmm
mwm
WMM
mm
0.0-4.0' Silty Clay, (30 to 50% siit), very dark gray,
soft, moist, some gravel, no odor.
-48.52
-48
-46
ssssssss
mwm
WMM
ws/Jm
WfiM
WSMt
WMM
Wmm
WM
mm
i
MM
WtM
wmm
iiiiWA
WM.
4.0-8.0' Silty Clay, (30 to 40% silt), very dark gray,
soft to slightly hard, moist, no odor.
8.0-12.0' Silty Clay, (10 to 25% silt), very dark gray,
slightly hard, moist, faint odor from 11 to 12'.
SM
SP
WMWt
12.0-16.0' Silty Sand, (10 to 30% silt), light brownish
gray, fine-grained, loose to soft, water saturated at
13.5', strong odor, green tinged black mottled staining,
heavy sheen with NAPL droplets from 14 to 16'.
16.0-18.0' Sand, (trace silt), black, fine-grained,
powerful odor, saturated with black NAPL.
18.0-20.0" Silty Clay, (10 to 30% siit), hard, moist, with
sand lens at 19", faint odor in clay, with a moderate
odor and Wack staining in the sand lens.
20.0-21.5' Silty Clay, (10 to 40% silt), soft, moist, faint
odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002836
-------
Drilling Log
Shaw
Monitor Well D8-7
Page: 2 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
o
o £
o- £
S-S
2-3
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>S
q>
ui
22 -
- 24 -
26
28
30
32
34
- 36 -
38
40
42
44
46
- 48
Continued
CL
CL
CL
LED
21.5-24.0' Clay, very hard, faint odor.
24.0-25.0' Silty Clay, sand lens at 24,5', strong odor,
heavy Mackstaining.
25.0-26.5" Silty Sandy Ciay, soft, wet, strong odor,
oozing NAPL and sheen at 26".
26.5-28.0* ClaylindSffty^Clay, interbeddedcliyand
silty clay, moderate odor.
28.0-30.0" Silty Ciay, hard, srong odor.
30.0-31.7' Silty Sandy Clay, soft, strong odor,
saturated with NAPL.
31.7-32.0' Clay, hard, dry.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-8
002837
-------
Drilling Log
Shaw
Monitor Well
D8-8
Page: 1 of 2
Project Wofft Cavalcade Superfund
Location
2011 Cavalcade, Houston, TX
Owner Tp§Q_
SurfaceElev. 48.6ft.
Top of Casing 50.25 ft.
Screen: Dia ?
Casing: Dia
Pill Material Bentoriite, filter sand.
Drill Co. Strata Core, Inc.
Drifter Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length 8R-
Length 24 ft.
32.0 ft.
24.5 ft
North
Static
Type/Size
Type PVC
Proj. No. 100376
East
39 & Diameter 2.5 in.
PVC/-010in.
Rig/Core Geopmbe/4 ft. core barrel
Method PP?"
Heidi Woelfel, PG Date
1/28/04
Drilter « 54S34M
License No.
TX PG735
COMMENTS
O S
a §:
¦S a
O. o
2-3
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
4
10
12
- 14
16
18
20 -
0.0-4.0' Silty Cfay, (30 to 50% silt), very dark gray,
soft, moist, some grave!, no odor.
4.0-8.0' Silty Ciay, (30 to 40% silt), very dark gray,
soft to slightly hard, moist, no odor.
8.0-12.0' Silty Clay, (10 to 25% sift), very dark gray,
slightly hard, moist, faint odor from 11 to 12*.
SM
WMffii
SP
12.0-16.0' Silty Sand, (10 to 30% silt), light brownish
gray, fine-grained, foose to soft, water saturated at
13.5', strong odor, green tinged black mottled staining,
heavy sheen with NAPL droplets from 14 to 16'.
16.0-18.0' Sand, (trace silt), black, fine-grained,
powerful odor, saturated with black NAPL.
18.0-20.0' Silty Ciay, (10 to 30% silt), hard, moist, with
sand fens at 19', faint odor in clay, with a moderate
odor and black staining in the sand lens.
""20.0-2 rff SiiFy Ciay (16"to 40%"iilt)7soC moTstT faint"
odor.
Continued Next Page
-48.61
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002838
-------
Shaw
Drilling Log
Monitor Well D8-8
Page: 2 of 2
Project North Cavalcade Superfund owner TCEQ
Location 20ft Cavalcade, Houston, TX Proj. No. 100376
-------
Drilling Log
Shaw
Monitor Well
D9-1
Page: 1 of 2
Project North Cavalcade Supcrfund
Location 20? f Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 48.9 ft.
Top of Casing 51.33 ft.
Screen: Oia 1
Casing: Dia Jjf.L
Fin Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 24ff-
Water Level Initial
Length 77
Lcngtfi
16,0 ft.
4.9 ft.
13 ft.
North _
Static
Type/Size PVC/.010 in.
Type pvc
Pro]. No. 100376
East
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft core barrel
DPT
Method
HekfiWoeifel.PG
License No.
Date
DrillerJL
54834M
TKPG735
COMMENTS
€OJ
o
S-J -
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 0
14
16
2
18
20
mm
WM
M
III
M
Wrm
WM
Jm.
'ill
MM
llil
WMi
£55555
ill
WM
ill
0.0-4.0' SHty Clay, (60% silt), very dark gray, soft,
moist, fill material.
4.0-8.0' Silty Clay, very dark gray, soft, moist.
-48.93
-48
-46
-44
-42
8.0-12.0" Silty Sand, (40% silt), gray, soft, moist.
SM
12.0-16.0' Silty Sand, (30% silt), gray, very
fine-grained, soft, wet, weak odor.
SM
SM
SM
16.0-20.0' Silty Sand, (30% silt), gray, very
fine-grained, soft, water saturated at 16', silty clay from
18.5 to 19.5', moderate odor, moderate to heavy
sheen from 16 to 19' and from 19.5 to 20'.
20.0-21.5' Silty Sand, (30% silt), gray, very
fine-grained, soft, wet, clay and silt content increases
Continued Next Page
-40
-38
-36
-34
-32
-30
-28
002840
-------
Drilling Log
Shaw
Monitor Well D9-1
Page: 2 of 2
Project North Cavalcade Supeifund
Owner TCEO
Location 20?? Cavalcade, Houston, TK
Pro]- No- *00376
Q £
0- S
f 8-
SS-J
©
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 22
24
26
28
30
- 32 -
34
36
38
40 -
42
44
46
48
P
WA
ssss
mi
SM
SM
CL
Continued
withdegth, mode rate odor.
21,5-24.0" Silty Clay, (40% silt), red, hard, moist.
24.0-28.0' Silty Sand, (30% silt), very fine-grained,
very well sorted, soft to hard, wet, becoming sillier with
depth, weak odor.
28.0-31.0' Silty Clay, (30% silt), hard, moist, stiff, faint
odor.
31 6-3270" Sandy CiayT (40%Tvery fine-grained"sind)7
odor^heavystaming at 32^
32.0-36.0' Silty Clay, (30% silt), hard, moist, faint
odor.
002841
-------
Drilling Log
Shaw
Soil Boring
D9-2
Page: 1 of 2
Project Norift Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev.
Top of Casing 49.45 ft.
Screen: Dia M
Casing: Dia J545
Fill Material Bentonite.
Drill Co. Strata Com, Inc.
Total Hole Depth
Water Level Initial NA
Length NA
Length
NA
NA
North -
Static
Type/Size NA
Type NA
Proj. No.
East
100376
. Diameter 2.5 in.
Rig/Core Geoprobo/4 ft. core barrel
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Method _J2£21_
Heidi Woelfel, PG
License No.
Date
1/13/04
Driller J 5483fM
TX PG735
COMMENTS
W S
Q w
o e
a. a.
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
4 -
6 -
- 8
10
12
14
16
- 18
20
Wft
mm
MU
iff
Wm
II1F
WM
Wm
i
f
w.
0.0-4.0' Sllty Clay, (60% silt), very dark gray, soft, moist, fill
material.
4.0-8.0' Silty Clay, very dark gray, soft, moist.
8.0-12.0' Silty Sand, (40% silt), gray, soft, moist.
-48.90
-48
-46
-44
-42
-40
SM
12.0-16.0' Silty Sand, (30% silt), gray, very fine-grained, soft,
wet, weak odor.
SM
SM
16.0-20.0' Silty Sand, (30% silt), gray, very fine-grained, soft,
water saturated at 16', silty clay from 18.5 to 19.5', moderate
odor, moderate to heavy sheen from 16 to 19* and from 19.5 to
20'.
-38
-36
-34
-32
-30
SM
20.0-21.5' Silty Sand, (30% silt), gray, very fine-grained, soft,
wet, clay and silt content increases with depth, moderate odor.
Continued Next Page
-28
002842
-------
Drilling Log
Shaw
Soil Boring D9-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Pro]. No. 100376
o
Q £
a- £
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
- 30
32
34
36
38
- 40
42
44
46
48
Continued
i; f ;f:
fif
W/M
mm
wM
SM
21.5-24.0' SiltyClay, (40% silt), red, hard, moist.
24.0-28.0' Silly Sand, (30% silt), very fine-grained, very well
sorted, soft to hard, wet, becoming siitierwith depth, weak odor.
SM
CL
28.0-31.0' Silty Clay, (30% silt), hard, moist, stiff, faint odor.
31.0-32.0* Sandy Clay, (40% very fine-grained sand), hard,
_njoist_, ?trong j>dor, heavy staining at 32'.
32.0-36.0' Siity Clay, (30% silt), hard, moist, faint odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002843
-------
Drilling Log
Shaw
Monitor Well
D9-3
Page: 1 of 2
Project North Cavalcade Stiperfund
Location 2(111 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 49.0 ft.
Top of Casing 51.30 ft.
Screen: Dia _JLth
Casing; Dia 1 S
n
0.0-4.0' Silty Clay, (40% silt), very dark gray, soft, wet,
fill materia!, no odor.
mmmm
WtWiWi
10
12
IZ
14
16
18
20
mmm
mm
CL
SC
SM
4.0-7.5' Silty Clay, {trace coarse gravel), very dark
gray, soft, wet, no odor.
7.5-8.0" Silty Clay, (30% silt), very dark gray, soft,
jnoistLno odor
8.0-12.0' Clayey Sand, {40% clay and silt), light
brownish gray, very fine-grained, very well sorted, soft,
moist, clay content decreases with depth, faint odor.
12.0-16.0' Silty Sand, (20% silt), light brownish gray,
very fine-grained, very well sorted, soft, wet to water
saturated at 13', faint odor.
16.0-19.5' Silty Sand, (20% silt), light brownish
gray,very firte-grained, very well sorted, soft, water
saturated, moderate to strong odor.
.J
-49.01
-48
-46
-44
-42
-40
-38
-36
-34
-32
SM
-30
WW
WffiWL
a
vML/
CL
ML
19.5-20.0' SiKy Clay, {20% silt), slightly hard, moist,
1 -PO-Qdor
20.0-24.5' Silty Clay, (10% silt), gray to brown, hard.
Continued Next Page
I
002844
-------
Drilling Log
Shaw
Monitor Well
A14-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 49.8 ft.
Top of Casing 49.57 ft.
Screen: Dia * /n
Casing: Dia ? 'n-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Paf Clark Log py
Checked By Russell Perry, PG
Total Hole Depth
Water Level initial
Length ...
Length
33.0fl.
13.0 ft.
3.4 ft
12 ft.
North-
Static
Type/Size PVC/.OIOirt.
Type EY.9.
Proj. No. 100376
East _
, Diameter
2.5 in.
Rig/Core Geoprobv/4 ft. core barrel
DPT
Method
Brady Anslev, PG
Date 1/27/04
Driller jt.
NA
License No. TXPG73S
COMMENTS
o£.
Q
>> o.
> £
O E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
0.0-1.0* Concrete.
-49.79
CL
1.0-2.0' Fill Material, brown, sand and gravel, no odor.
2,0-3.0" Clay, yellowish red, very hard, damp,
resembles deeper clays and may be fill material, no
jjdor f
3.0-8.0' Sandy Clay, (35% very fine-grained sand),
dark brown to light brownish gray with depth, soft, moist
to wet, no odor.
CL
10 -
8.0-13.0" Sandy Clay, (30% very fine-grained sand),
very pale brown, soft, moist to wet, some black iron
oxide concretions, no odor.
CL
12
2
- 14
16 -
18
- 20 -
SP
SM
CL
mm
13.0-16.0" Sand, very pale brown to strong brown with
depth, fine-grained, soft, water saturated, no odor.
16.0-18.0' Silty Sand, (15% silt), pinkish gray, very
fine-grained, loose, water saturated, no odor.
18.0-19.5' Clay, yellowish red with slight gray mottling,
very hard, dry, no odor.
_1JJ.j5-2CUy_SiltyjCja^ye]lpwi£hj;ed^s£fi wet, noodor.
20.0-23.3' Clay, yellowish red, hard, damp, no odor.
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002845
-------
Drilling Log
GlSEw'* Monitor Well D9-3
OlKlW Page: 2 of 2
Project Atorff? Cavalcade Superfund Owner 7"G£Q
Location 2071 Cavalcade, Houston, TX proj ng 100376
o
s
0
o
J1
-------
Drilling Log
Shaw
Soil Boring
D9-4
Page: 1 of 2
Project North Cavalcade Superfurid
Location 20?? Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 48.9ft.
Top of Casing NA
Screen: Dia NA
Casing: Dia NA
Fill Material Bentonite.
Drill Co. Sfrafa Core, Inc.
Driller Micheat Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 3Z0 ft
Water Level Initial NA
Length NA
Length
NA
NA
North _
Static
Type/Size NA
Type NA
Proj. No, 100376
East
Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method
Heidi Woelfel, PG
License No.
Date 1/15/04
Drillar» 54834M
TXPG735
COMMENTS
o
O
qE
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- o
0.0-4.0' Silty Clay, (40% silt), very dark gray, soft, wet,
material, no odor.
wmwi
mm
10
12
14
16
18
20
CL
-------
Drilling Log
Shaw
Soil Boring D9-4
Page: 2 of 2
Project North Cavalcade Superfund
Location 20f 1 Cava/cacte, Houston, TX
Owner TCEQ
Proj. No. 100376
®S
Q
Q E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
©
in
22
24
26
28
- 30
32
34
36
38
40
42
44
46 -
48
Continued
mmm
WMm
wwm
Wmvli
WM
WMm
WMm
WMm
vwxm
24.5-26.0' Silty Sand, {25% silt), very fine-grained, very well
sorted, soft, water saturated, moderate odor, light sheen.
26.0-2735' SiltyClay, (30% siStJT slightlyliard" moisf, weak odor.
sc
27.5-28.0' Clayey Sand, very fine-grained, soft, moist,
. Jnte^eddefjji[ty sand and silty cli^,jyeakj>dor.
28.0-31.0' SiltyClay, (10% silt), slightly hard, moist, faint odor.
-26
-24
-22
-20
sc
31.0-32.0' Silt Sand and Clay, slightly hard, very fine-grained
sand, moist, interbedded silty sand and silty clay, moderate
odor, DNAPL at 31.5' in sand. f
-18
-16
-14
-12
-10
002848
-------
Drilling Log
Shaw
Monitor Well
D9-5
Page: 1 of 2
Project North Cavalcade Superfund
Location f Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 49-0ft-
Top of Casing 5/.20 ft
Screen: Dia 1 'n-
Casing: Dia 1
Fill Material Bentonite, filter sand.
Drill Co Strata Core, Inc.
Driller Michea! Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length 4 ft.
Length
27.0 ft.
24.5 ft
North _
Static
Proj, No,
East
100376
4.9 ft.
. Diameter
2.5 in.
23 A
Type/Size
Type pvc
PVC/,010 in.
Rig/Core Geoprobe/4 ft core barrel
Method DPT
Heidi Woelfel, PG oate
1/15/04
DrillerJL
54834M
License No.
TXPG735
COMMENTS
o
Q £
O- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
n
0.0-4.0' Silty Clay, (40% silt), very dark gray, soft, wet,
fill material, no odor.
Mmm
WfcWM
4.0-7.5' Silty Clay, {trace coarse gravel), very dark
gray, soft, wet, no odor.
WiWm
mm
-49.04
-48
-46
-44
-42
- 10 -
12
14
16
18
20
CL
vMl
sc
SM
7.5-8.0' Silty Clay, {30% silt), very dark gray, soft,
1 JQoistjTO odor
8.0-12:0' Clayey Sand, (40% clay and silt), light
brownish gray, very fine-grained, very well sorted, soft,
moist, clay content decreases with depth, faint odor.
12.0-16.0' Silty Sand, (20% silt), light brownish gray?
very fine-grained, very well sorted, soft, wet to water
saturated at 13', faint odor.
16.0-19.5' Silty Sand, {20% silt), light brownish
gray,very fine-grained, very well sorted, soft, water
saturated, moderate to strong odor.
SM
-40
-38
-36
-34
-32
-30
mm
CL
\ML/
CL
ML
19.5-20.0' Silty Clay, (20% silt), slightly hard, moist,
1 Jio odor.
20.0-24.5' Silty Clay, (10% silt), gray to brown, hard,
Continued Next Page
002849
-------
Drilling Log
Shaw
Monitor Well D9-5
Page: 2 of 2
project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Proj. No. 100376
•5- °-
$ E
Q £
o- ex
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>S
22
I I
24
2
- 26
28
30
- 32
34
36
38
40
42
44
46
48
Continued
moist, moderate odor.
SM
sc
WM&
*Mf$A
mm
ill
I W$U»
24.5-26.0' Silty Sand, (25% silt), very fine-grained,
very well sorted, soft, water saturated, moderate odor,
tight sheen.
26.0-27.5' Silty Clay, (30% silt), slightly hard, moist,
weak odor.
27.5-28Tff~ Clayey Saiid, vefy"fine^graTnedTsoft, moist,"
Jntert>edded silty sand and silty £iajr!_weakj5dor.
28.0-31.0' Siity Clay, (10% silt), slightly hard, moist,
faint odor.
31.0-32.0' Silt Sand and Clay, slightly hard, very
fine-grained sand, moist, interbedded siity sand and
silty clay, moderate odor, DNAPL at 31.5' in sand.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002850
-------
Drilling Log
Shaw
Monitor Well
E10-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
fCEQ
Surface Elev.
Top of Casing 49 ft
Screen: Dia J. IP-
Casing: Dia ^ 'n-
Fill Material Bentonite, fitter sand.
Drill Co. Strata Core, inc.
Driller Micheal Bridges |_0g By
Checked By Russet! Perry, PG
Total Hole Depth 22.0 ft.
Water Level initial
Length 70 ft.
Length 12 ft.
14.0 ft.
North
Static
Type/Size
Type
Proj. No.
East
100376
3.2 ft Diameter 2.5 in.
PVC/.010in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Heidi Woelfnl, PG Date
1/15/04
Driiier-S..
54834M
License No.
TXPG735
COMMENTS
^ "¦
s E
Q £
o. g;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS-
>
UJ
8 -
10
12
14
2
16
- 18
20 -
n
0.0-4.0' Silty Clay, (40% silt), soft, moist, no odor.
WtfflM
rmwfc
4.0-8.0'
odor.
Silty Clay, (40% siit), gray, soft, moist, no
WM&M
mr&M
8.0-13.0* Silty Clay, (45% silt, trace coarse gravel),
light reddish gray, soft, moist, black iron staining
throughout, no odor.
SM
13.0-16.0' Silty Sand, (30% silt), light reddish gray,
very fine-grained, very well sorted, soft, moist to water
saturated at 14', no odor.
16.0-21.0* Silty Sand, (20% silt), very fine-grained,
very well sorted, soft, wet, no odor.
SM
-49.12
-48
-46
"44
-42
-40
-38
-36
-34
-32
-30
Continued Next Page
002851
-------
Drilling Log
Q|*55u£™ Monitor Well E10-1
OllCllflf Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ ^ __
Location 201 f Cdvdlc3dB, Houston, TX : - Pro} No. 100370
5
o
£ —v
o.G'
-------
Drilling Log
Shaw
Monitor Well
E10-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Eiev. 491 &
Top of Casing 49.31 ft
Screen: Dia IP-
Casing: Dia 1
Fiii Material Bentonite, filter sand.
Prill Co. Strata Core, Inc.
Driller Micheai Bridges
Total Hole Depth 32.0 ft.
Water Level Initial
Length _
Length 28 lt-
28.0 ft.
North _
Static
Proj. No.
East
100376
3-1 ft. Diameter 2.5 in.
Type/Size PVC/.010 in.
Type pvc
Rig/Core Geoprobe/4 ft cor& barrel
Method
DPT
Log By Heidi Woelfel, PG Date 1/26/04
nrillnr g 54834M
Checked By Russell Perry, PG
License No.
TXPG735
COMMENTS
a
O E
a. g;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
.2
10 -
12
14
16
- 18
20
0.0-4.0' Silty Clay, {40% silt), soft, moist, no odor.
mwm
4.0-8.0" Silty Clay, (40% silt), gray, soft, moist, no
odor.
8.0-13.0' Silty Clay, {45% silt, trace coarse gravel),
light reddish gray, soft, moist, black iron staining
throughout, no odor.
-49.10
-48
-46
-44
-42
-40
SM
13.0-16.0* Silty Sand, (30% silt), light reddish gray,
very fine-grained, very welt sorted, soft, moist to water
saturated at 14', no odor.
16.0-21.0' Silty Sand, (20% silt), very fine-grained,
very well sorted, soft, wet, no odor.
SM
-38
-36
-34
-32
-30
Continued Next Page
002853
-------
Drilling Log
Shaw
Project North Cavalcade Superfund
Owner TCEQ
Monitor Well E10-2
Page: 2 of 2
Location Cavalcade, Houston, IX
Proj. No. 100376
©
o
sf
Q E
ft* CL
o.
-------
Drilling Log
Shaw
Monitor Well
E14-1
Page: 1 of 2
Project My#? Cavalcade Superfund
Location Cavalcade, Houston, TX
Owner TCEQi
Surface Elev. 49.2 St.
Top of Casing 49.14 ft
Screen: Dia *>n-
Casing: Dia 1
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Paf dark Log By
Checked By Russell Perry, PG
Total Hole Depth JMM
Water Level Initial
Length
Length 12 it-
Proj. No.
. East
100376
13,0 ft
3.2 ft. Diameter 2.5 in.
North .
Static
Type/Size -FYQ^£19. !!?:
Type pvc
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Brady Ansley, PG Date
1/23/04
DrillerJL
NA
License No.
TKPG735
COMMENTS
o £
0- a
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> £-
yj
10
12
14
16
h- 18
20
CL
0,0-1.0' Concrete.
1.0-2.5" Fill, very dark grayish brown to brown with
depth, asphalt pieces, no odor.
2.5-4.0' Sandy Clay, (30% very fine-grained sand),
grayish brown, soft, wet, no odor.
4.0-13.0' Sandy Clay, (25% very fine-grained sand),
light brownish gray, soft, moist to wet, no odor.
CL
13.0-16.0' Silty Sand, (20% silt), light gray, very
fine-grained, water saturated, no odor.
16.0-21.0' Siity Sand, (15% silt), light brownish gray,
very fine to fine-grained, loose, water saturated, clay
from 19.8 to 20.2', faint odor.
-49.22
-48
-46
-44
-42
-40
-38
-36
SM
-34
-32
-30
Continued Next Page
002855
-------
Drilling Log
Shaw
Monitor Well
E14-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Proj. No.
100376
ityralefJ.JTio#£a|eodor^Ijahtsheen at 31.5'. f
"X 31.5-32.0' Clay, red, hard, dry, moderate odor. f
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002856
-------
Drilling Log
Shaw
Monitor Well
E14-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Surface Elev.
Owner
TCEQ
49.3 ft.
Total Hole Depth 32.0 H
Water Level Initial
Length
Lengtti
24.5 ft.
22.5ft.
Top of Casing 49.11ft.
Screen: Dia *'n-
Casing;Dia 1
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat ctark Log By Brady Ansley, PG
3.2 ft.
North _
Static
Type/Size PVC/.010 In.
Type !~JVC
Pro,. NO- 100376
East
, Diameter
2.5 in.
Rig/Core Geoprobe/4 ft core barrel
Method DPT
Date
1/23/04
Driller JL
AM
Checked By Russell Perry, PG
License No.
TXPG735
COMMENTS
Q E
zr ct
G- Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the US03
- 0
n
2 -
*
4
CL
0.0-1.0* Concrete.
1.0-2.5' Fill, very dark grayish brown to brown with
depth, asphalt pieces, no odor.
2.5-4.0' Sandy Clay, {30% very firie-grairied sand),
grayish brown, soft, wet, no odor.
4.0-13.0* Sandy Clay, {25% very fine-grained sand),
Jight brownish gray, soft, moist to wet, no odor.
10 -
12
14
- 16
18
20
CL
-49.26
-48
-46
-44
-42
-40
-38
SM
13.0-16.0' Silty Sand, (20% siit), light gray, very
fine-grained, water saturated, no odor.
16.0-21.0* Silty Sand, (15% silt), light brownish gray,
very fine to fine-grained, loose, water saturated, day
from 19.8 to 20.2', faint odor.
SM
-36
'34
-32
-30
Continued Next Page
002857
-------
Drilling Log
Sham
Monitor Well
E14-2
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 20$ i Csavalcado, Houston, TyC
Pro], No, 100376
© ~
5 £
o
o
D £
a. S;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
S c
LU
22
24
26
28
30
32
34
36 -
38
- 40
42
44
46
- 48 -
Continued
21,0-22.0' Clay, dark red, hard, dry to damp, faint
odor.
22.0-24.5' Clay, red, dry todamp, no odor.
24.5-25.0' Clayey Siit, red, soft, water saturated, faint
1 _odor. f
25.0-28.5' Clay arid Silt, red, loose to slightly hard, dry
to water saturated, interbedded wet silt and clay layers,
no odor.
28.5-30' Clay, red, dry, no odor.
30.0-31.0" Clayey Silt, red, water saturated, moderate
c^or,_femsm^ljyAPL_dropletswjtf^spotty sheen.
31.0-31.5' Sand, red, very fine-grained, water
1 saturated, moderate odor, light sheen at 31.5'. f
31.5-32.0' Clay, red, hard, dry, moderate odor. f
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-4
002858
-------
Drilling Log
Shaw
Monitor Well
E19-1
Page: 1 of 2
Project Mortft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
8.8ft
48.65 It.
Surface Elev.
Top of Casing
Screen: Dia 1 'n-
Casing: Dia UCL
Fill Material Bentonite, Miter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Total Hole Depth 24-° &
Water Level Initial
Length 6 it.
Length 13 ft-
13.4 ft.
North.
Static
Proj. No. 100376
East
3-6ft- Diameter Z-pJIL.
Type/Size
Type pvc
PVC/.010 in.
Rig/Core Geopmbe/4 ft. core barrel
Method DPT
Jennifer Dart
Date
1/17/04
Driller A.
54834M
Checked By
Russell Perry, PG
License No.
TXPG735
COMMENTS
£X
> 5
q e
_ cl
GL Q_
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USGS.
- 2
- 4 -
10
I- 12 -
2
14
16
18
20
n
CL
0.0-1.0' Clay, dark gray, soft, damp, topsoil with glass
^anfejnoodon
1.0-4.0' Sandy Clay, dark gray, soft, damp, no odor.
4.0-10.0' Sandy Clay, light brown, soft, damp, no
odor.
CL
-48.82
-48
-46
-44
-42
-40
sc
10.0-13.4' Clayey Sand, light brown, moderately
sorted, soft, damp to moist, no odor.
13.4-18.2' Sand, light gray, well sorted, loose, water
saturated, no odor.
SP
sc
CL
18.2-20.5' Sand and Clay, red and gray, well sorted,
loose to soft, wet, interbedded sand and clay, no odor.
20.5-24.0' Clay, red and gray, very hard, wet, no odor.
Continued Next Page
-38
-36
-34
-32
-30
-28
002859
-------
Drilling Log
Shaw
Monitor Well E19-1
Page: 2 of 2
Project North Cavalcade Superkind
Owner TCEQ
Location 207? Cavalcade, Houston, IX
Pro). No. 10°376
s
o
o
Q £
«l a
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38
40
- 42
44
- 46 -
48
CL
Continued
002860
-------
Drilling Log
Shaw
Monitor Wei!
E27-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 4s-5ft-
Top of Casing 48.18 ft.
Screen: Dia 1 ln
Casing: Dia * 'n-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Total Hole Depth
Water Level Initial
Length JUL
Length H ft
32.0 ft.
12.0 ft
North _
Static
Proj. No. 100376
East
7-4 ft Diameter 2.5 in.
Type/Size
Type Hyc
PVC/.OIGin.
Rig/Core Geoprobe/4 ft. core barrel
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Method
Heidi Woetfel, PG Date 1/20/04
License No. TXPG735
DrillerJl.
S4834M
COMMENTS
Q £
Q- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
- 0
n
2 -
0.0-4.0' Silty Clay, (40% silt), brown, soft, moist, trace
sand and gravel, no odor.
4.0-8.0' Clayey Sand, (30% clay, trace silt), reddish
yellow, very fine-grained, soft, moist, no odor.
sc
10
12
2
14
16 -
18
20
SM
SP
8.0-12.0' Silty Sand, (20 to 35% silt), light gray, very
fine-grained, very well sorted, soft, moist to wet,
becoming iess silty with depth, no odor.
12.0-16.0' Sand, (trace silt), light gray, very
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
16.0-20.0' Sand, (trace silt), light gray, fine-grained,
loose to soft, water saturated, heavy iron staining, no
odor.
-48.45
-48
-46
-44
-42
-40
SP
SP
CL
20.0-20,5' Sand, (trace silt), fine-grained, loose, water
1 saturated, no odor.
-38
-36
-34
-32
-30
-28
Continued Next Page
002861
-------
Drilling Log
QiSSStw Monitor Well E27-1
wUcHfw Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20f ^ Cavalcade, Houston, TX proj_ f,j0 100376
Dapth
<«•>
Well
Completion
Q E
£L
-
Sample
Graphic
Log
ui
ai
O
CO
o
CO
3
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
E
o
15
©
m
m
Continued
20.5-24.0' Clay, {20% silt), yellowish red, hard, moist,
less silt with depth, no odor.
-
zz
§§!
CL
-26
- 24 -
§J
24.0-27.0' Ciay, (trace silt), hard, moist, no odor.
-24
- 26 -
¦
CL
-22
- 28 -
SM
27.0-28.0" Sllty Sand, (35% silt), yellowish red, very
fine-grained, very well sorted, soft, wet, no odor.
-
28.0-31.0' SiltySand, (20% silt), yellowish red, very
fine-grained, very well sorted, hard, water saturated,
with interbedded clay, faint odor, with dark layer above
clay at 31".
31.0-3270' Sllty"ciay (20%sitt)7 hardrmoTstTno odorT ~
-20
- 30 -
- 32 -
Si
SM
CL
ML
-18
-16
- 34 -
-14
- 36 -
-12
- 38 -
-10
~ 40 -
-8
- 42 ~
-6
- 44 -
-4
- 46 -
-2
- 48 -
-0
-------
Drilling Log
Shaw
Monitor Well
E27-2
Page: 1 of 2
Project North Cavalcade Superfund
Locator! 20ff Cavalcade, Houston, TX
Owner
TCEQ
27.0 ft.
Surface Elev. 48.5 ft.
Top of Casing 48.36 ft.
Screen: Dia JtiHi
Casing: Dia
Fill Material Bentorvte, filter sand.
Drill Co. Strata Core, Inc.
Driller Michea! Bridges Log By Heidi Woelfet, PG
License No.
Total Hole Depth .32-0 ft.
Water Level Initial
Length
Length 26 ^
North _
Static
Proj. No.
. East
100376
7.1ft.
, Diameter
2.5 in.
Type/Size
Type _W£.
PVC/.010 in.
Rig/Core Geoprobe/4 ft. core barret
Method
DPT
Date 1/20/04
DrillerJ2 54834M
Checked By Russell Per/y, PG
TXPG735
COMMENTS
a "~"
¦> a.
^ £
a £
. n £L-
_po.9do.r:
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002863
-------
Drilling Log
Shaw
Monitor Well E27-2
Page; 2 of 2
Project Myft Cavalcade Superfuncl
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
0 £
O
Q £
q- §:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22 -
24
26
28 -
30
L 32
- 34
36
38
40
42
44
46
48
CL
CL
SM
SM
CL
Continued
20.5-24.0' Clay, (20% silt), yellowish red, hard, moist,
less silt with depth, no odor.
24.0-27.0' Clay, (trace silt), hard, moist, no odor.
27.0-28.0' Silty Sand, (35% silt), yellowish red, very
_fme:grajnedJLYf [y well sorted,_soft wet,jiq_odor.
28.0-31.0' Silty Sand, (20% silt), yellowish red, very
fine-grained, very well sorted, hard, water saturated,
with interbedded clay, faint odor, with dark layer above
clay at 31*.
31.0-32.0' Silty Clay, (20% silt), hard, moist, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002864
-------
Drilling Log
Shaw
Monitor Well
E3-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20ff Cavalcade, Houston, TX
Owner TCEQ
Total Hole Depth
Water Level Initial
Length ¦
Length ^
34.0 ft.
Surface Elev. 48.4 ft.
Top of Casing 51.76 it.
Screen: Dia ? 'n-
Casing: Dia l 'n-
Fill Materia! Bentonite, filter sand.
Drill Co. EPA
Driller Pal Clark i_og By Brady Ansley, PG
Checked By Russell Perry, PG
12.0 ft.
North.
Static
Proj. No. 100376
East
4.8 ft Diameter ''¦¦Sin.
Type/Size
Type pvc
PVCmOin.
Rig/Core Geoprobe/4 ft core barrel
Method PPT"
Date 1/22/04
DrillerJl
NA
License No,
TXPG735
COMMENTS
O £
?r
CL. GL
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 8
10
12
14
16
18
- 20
E
0.0-4.5' Sandy Clay, dark gray, soft to slightly hard,
moist, fill material, no odor.
CL
-48.35
-48
-46
4.5-9.5' Silty Clay, black, soft, wet, sticky, faint odor.
CL
9.5-10:5' Sandy Clay, brownish yellow, slightly hard,
mojst^faint odor.
10.5-12.0' No Recovery. ~~
12.0-18.0' Silty Sand, {20% silt), light gray to gray with
depth, very fine-grained, loose, water saturated,
reddish tint from 12 to 14", greenish tint from 14 to 16',
moderate odor.
SM
-44
-42
-40
-38
-36
-34
-32
CL
18.0-23.5' Clay, strong brown and light greenish gray,
very hard, dry to damp, faint to weak organic odor.
Continued Next Page
-30
-28
002865
-------
Drilling Log
C|%35S«« Monitor Well E3-1
%#lMHnF Page; 2 of 2
project North Cavalcade Supetiund Owner TCEQ
Location .307' Houston, 7X ProJ- No. 10G376
002866
-------
Drilling Log
Shaw
Monitor Well
E3-2
Page: 1 of 2
Project North Cavalcade Suporfund
Location Cavalcade, Houston, IX
Owner TCEQ
Surface Elev. 1
Top of Casing 51.92 ft.
Screen: Dia 1 'n-
Casing: Dia UP-
Fill Material Bentonite. filter sand.
Drill Co. EFA
Driller
Total Hole Depth
Water Level Initial
Length 10 &
Length 23 &
34.0 ft
24.0 ft.
North _
Static
Proj. No. 100376
_____ East
$-1 ft- Diameter 2-5in-
Type/Size
Type .JjW?-
PVC/010 in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Pat Clark
Log By Brady Ansley, PG
Date
1/22/04
Driller # I'M
Checked By Russell Perry, PG
License No.
TXPG735
COMMENTS
1
Q £
CL
Q- cl
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
6 -
- 8
10
12
14
16
18
20
0.0-4.5" Sandy Clay, dark gray, soft to slightly hard,
moist, fill material, no odor.
=48.13
CL
-46
-44
4.5-9.5' Silty Clay, black, soft, wet, sticky, faint odor.
CL
9.5-10.5' Sandy Clay, brownish yellow, slightly hard,
mojst^faint odor.
10.5-12.0' No Recovery.
12.0-18.0' Sllty Sand, (20% silt), light gray to gray with
depth, very fine-grained, loose, water saturated,
reddish tint from 12 to 14', greenish tint from 14 to 16',
moderate odor.
SM
18.0-23.5' Clay, strong brown and light greenish gray,
very hard, dry to damp, faint to weak organic odor.
Continued Next Page
-42
-40
-38
-36
-34
-32
-30
-28
002867
-------
Drilling Log
GlTjSEESr* Monitor Well E3-2
OfttlW Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20?? Cavalcade, Houston, TX proj n0 100376
-------
Drilling Log
Shaw
Monitor Well
E5-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20 j 1 Cavalcade, Houston. TX
Owner TCEQ
9.3 ft.
53.18 it
Surface Elev.
Top of Casing
Screen: Dia ..1
Casing: Dia * 'n-
Fill Material BentonHe, filter sand
Drill Co. EPA
Driller
Total Hole Depth 23.0 ft.
Water Level Initial
Length 7 8-
Length 74 ft.
14.1 ft.
North.
Static
Proj. No.
East
100376
6.3 ft
Diameter
2.5 in.
Type/Size PVC/.010in.
Typo FYf}
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Pat Clark [_0g By Brady Artsley, PG
Checked By Russell Perry, PG License No.
_ Date
TXPG735
Driller U NA
COMMENTS
© £
Q
^ 5
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 0
n
0.0-8.0' Siity Clay, dark gray, damp, fill material with
rock and glass fragments. Gray sand, rock and shell
fragments from 5.2 to 5.6'.
CL
ML
-49.26
-48
-46
-44
-42
10
12
14 S
- 16
18
20
8.0-9.0' Siity Clay, dark gray, damp to moist, faint
odor.
9.0-13.5* Clayey Sand, {10 to 20% clay), mottled light
gray and yellow, very fine-grained, soft, damp to moist,
wet at 11 to 11.2", faint to moderate odor, increasing
with depth.
sc
sc
13.5-16.0' Clayey Sand, (10 to 20% clay), greenish
gray, very fine-grained, well sorted, loose, wet, water
saturated at 14.1", becoming darker gray and sandier
with depth, moderate to strong odor.
SM
16.0-17.5' Siity Sand, {35% silt), light gray, very
fine-grained, loose and soupy, water saturated,
moderate to strong odor.
sw
CL
17.5-20.0" Sand, (trace clay), light gray, very fine to
fine-grained, moderately sorted, moist, faint to
moderate odor.
~20.Q-21.0" Sandy Clay, (15% very fine-grained sand),
_mottled_light_gray and red, hard^faint odoi\
Continued Next Page
-40
-38
-36
-34
-32
-30
002869
-------
Drilling Log
Shaw
Monitor Well E5-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location Cavalcade, Houston, TX
proj. No. 100376
Depth
(ft.)
! Weil
Completion
E3 E
£L £
Samnte
¦ Graphic
I Log
USCS Class.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
c
o
IS"
Ui
Continued
21.0-23.0' Clay, red, very hard, dry to damp, no odor.
-28
- 22 -
23.0-2£5r No~Recovery~
-26
- 24 -
- 26 -
sc
23.5-24.0' Clayey Sand, (20% clay), light greenish
1 gray, very fine-grained, slightly hard, moist, sharp f
\ J>asal_contact with red clay,_moderate odor. |
24.0-27.0" Clay, yellowish red, interbedded wet sand
at 25.2 to 25.4*, clay becomes sandier with depth,
some gray mottling, moderate odor, clear metallic
sheen at 25.4".
-24
- 28 -
- 30 -
SM
¦ j;r sm
27.0-27.8' Sand and Silt, {50% silt, and 50% very
, fine-grained sand), yellowish red, water saturated, ,
j strong odor, clear metallic sheen with black NAPL f
\_ droplets. j
27.8-30.0* Sandy Clay, yellowish red, wet to
saturated, alternating sandy clay and clayey sand
~\ layers strong odor, clear metallic sheen throughout. _j -
30.0-31.0' Silt and Sand, (45% silt, 45% very
1 fine-grained sand, and 10% clay), yellowish red, water r
\sja tij ratedj_faj nt odor. 1
1 31.0-32.0' Clay and Sand, hard, wet, strong odor, r
Y_ black NAPL and stain_ai31.5'; _ /
J2X^33.()'_CJa¥, red. yeiyjiard, dry,fajntodor. ^
33.0-36.0' Clay, yellowish red, very hard, damp, slight
gray mottling from 35.5 to 36', weak odor.
-22
-20
- 32 -
-34-
fill sc
-18
¦!
-16
- 36
H
-14
111 *
36.0-37.8' Clay, yellowish red, very hard, damp, faint
odor.
-12
- 38 -
- 40 -
sn
1 37,8-38.1' Clayey Sand, (15% clay), yellowish red, r
j very fine-grained, loose, water saturated, sharp basal I
i contact with gray c[a^,_moderate odor /
38.1-39.0' Clay, light brownish gray, very hard, few
small (2-4mm) black concretions, moderate odor.
41.0-42.0' Clay, yellowish red, very hard, faint odor.
-10
-8
- 42 -
42.0-45.0' Clay, yellowish red, dry, slight gray
mottling, scattered 1-2mm pieces of white lime, at 43"
a small void with staining and strong odor.
-6
- 44 -
-
-4
- 46 -
-2
- 48 -
-
002870
-------
Drilling Log
Shaw
Monitor Welt
E5-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 7 Cavalcade, Houston, TX
Owner
TCEQ
27.0 ft.
Surface Elev.
Top of Casing 52.49 ft.
Screen: Dia Tm-
Casing: Dia 1
Fill Materia! Bantonite, filter sand.
Drill Co, EPA
Driller Faf Clark Log By Brady Arssley, PG
Total Hole Depth 32.0 ft.
Water Level Initial
Length
Length
North _
Static
Proj. No.
East
100376
5-9 Diameter 2.5 in.
27ft.
Type/Size PVC/.010m,
Type pvc
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Checked By Russell Perry, PG
License No.
_ Date 1/14/04
TXPG735
Driller# Mfl
COMMENTS
<" 6
D
o.£
a:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the uses.
5S
- 4
8
10
12
14
16
- 18 -
20
0.0-8.0' Silty Ciay, dark gray, damp, fill material with
rock and glass fragments. Gray sand, rock and shell
fragments from 5.2 to 5.6'.
SG
SC
SM
sw
CL
8.0-9.0' Silty Clay, dark gray, damp to moist, faint
odor.
9.0-13.5' Clayey Sand, (10 to 20% clay), mottled light
gray arid yellow, very fine-grained, soft, damp to moist,
wet at 11 to 11.2', faint to moderate odor, increasing
with depth.
13.5-16.0' Clayey Sand, (10 to 20% ciay), greenish
gray, very fine-grained, well sorted, loose, wet, water
saturated at 14.1*, becoming darker gray and sandier
with depth, moderate to strong odor.
16.0-17.5' Silty Sand, (35% silt), lighfgray, very
fine-grained, loose and soupy, water saturated,
moderate to strong odor.
-49.27
-48
-46
-44
-42
-40
17,5-20.0' Sand, (trace ciay), light gray, very fine to
fine-grained, moderately sorted, moist, faint to
moderate odor.
20.0-21.0* Sandy Clay, (15% very fine-grained sand),
mottiedjghtjray and red, ha^faint odor.
Continued Next Page
-38
-36
-34
-32
-30
002871
-------
Drilling Log
Shaw
Monitor Well E5-2
Page: 2 of 2
Project !Jorth Cavalcade Superfund
Owner TCEQ
Location 20? 1 Cavalcade, Houston, TX
Proj. No. 100376
a £
o- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
CL
sc
CL
26
2
28
- 30
- 32 -
34 -
36
38
40
42
44
46
48
SM
CL
Continued
21.0-23.0' Clay, red, very hard, dry to damp, no odor.
2_3.0-23.5^ No_Recovery.
23.5-24.0" Clayey Sand, {20% ciay), light greenish
gray, very fine-grained, slightly hard, moist, sharp f
_basal_contact with red clay.jrioderate odor. j
24.0-27.0' Clay, yellowish red, interbedded wet sand
at 25.2 to 25.4', clay becomes sandier with depth,
some gray mottling, moderate odor, clear metallic
sheen at 25.4'.
"27.0-27T8~SanJandSfC(5(P/rsl,^nd_50% very
fine-grained sand), yellowish red, water saturated, r
t strong odor, clear metallic sheen with black NAPL (
V. droplets. j
27.8-30.0' Sandy Clay, yellowish red, wet to
saturated, alternating sandy clay and clayey sand
1 layers, strong odor, clear metallic sheen throughout. | ~
30.0-31.0* Silt and Sand, (45% silt, 45% very
1 fine-grained sand, and 10% clay), yellowish red, water
\ .saturated^ nt odor I
1 31.0-32.0' Clay and Sand, hard, wet, strong odor, r-
\_ black NAPL and stain at^3j .5'. j
_32.0-3j3,0'_Cjay, red, yeryjiard, dry, faintodor.
33.0-36.0' Clay, yellowish red, very hard, damp, slight
gray mottling from 35.5 to 36', weak odor.
1
CL
CL
JSC.
CL
CL
CL
36.0-37.8' Clay, yellowish red, very hard, damp, faint
odor.
37.8-38.1' Clayey Sand, (15% clay), yellowish red,
\ very fine-grained, loose, water saturated, sharp basal
\ contact with gray day,jnoderate odor
38.1-39.0' Clay, light brownish gray, very hard, few
small (2-4mm) black concretions, moderate odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
41.0-42.0' Clay, yellowish red, very hard, faint odor.
42.0-45.0' Clay7yellowish7ed, dry .slight gray
mottling, scattered 1-2mm pieces of white lime, at 43"
a small void with staining and strong odor.
002872
-------
Drilling Log
Shaw
Soil Boring
E5-3
Page: 1 of 2
Project North Cavalcade Superfund
2011 Cavalcade, Houston, IX
Owner TCEQ
Location
Surface E!ev. 49.1 ft.
Top of Casing NA
Screen: Dia
Casing: Dia
Fill Material Bentonite.
Drill Co. EPA
Total Hole Depth 45.0 ft.
Water Level Initial NA
Length
Length
NA
NA
North _
Static
Type/Size NA
Type
Proj. No.
East
100376
Diameter
2.5 in.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Driller Pat Clark
l_og By Brady Ansley, PG
Date
1/14/04
Drifter U NA
Checked By Russell Perry, PG
License No. IX PG735
COMMENTS
© *"
O "
o E
a. §:
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-8.0' Silty Ciay, dark gray, damp, fill material with rock and
glass fragments. Gray sand, rock and shell fragments from 5.2 to
5.6'.
-49.09
-48
-46
-44
-42
10
12
14
16
18
20
8.0-9.0' Silty Clay, dark gray, damp to moist, faint odor.
9.0-13.5' Clayey Sand, (10 to 20% clay), mottled light gray and
yellow, very fine-grained, soft, damp to moist, wet at 11 to 11.2',
faint to moderate odor, increasing with depth.
sc
sc
SM
sw
ct
13.5-16.0' Clayey Sand, (10 to 20% clay), greenish gray, very
fine-grained, well sorted, loose, wet, water saturated at 14.1',
becoming darker gray and sandier with depth, moderate to
strong odor.
16.0-17.5' Silty Sand, (35% silt), light gray, very fine-grained,
loose and soupy, water saturated, moderate to strong odor.
17.5-20.0' Sand, (trace clay), light gray, very fine to
fine-grained, moderately sorted, moist, faint to moderate odor.
20.0-21.0' Sandy Clay, (15% very fine-grained sand), mottled
light grayjand red ,_hard, fa|nt_odo£.
Continued Next Page
-40
-38
-36
-34
-32
-30
002873
-------
Drilling Log
Oifej^ Soil Boring E5-3
wHdVV Page: 2 of 2
Project Worift Cavalcade Superfund Owner TCEQ
Location 20? 1 Cavalcade, Houston, TX proj hj0 100376
CD
Q
PID
(ppm)
<33
Q
£
TU
OTJ
Graphic
log
USCS Class
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
C
O
> £
UJ
-
m.
Continued
21.0-23.0' Clay, red, very hard, dry to damp, no odor.
-28
- 22
~ ^23.0-235^ NoRecoveiQ^r 1
-26
- 24 -
- 26 -
i-
23.5-24.0' Clayey Sand, (20% clay), light greenish gray, very
1 fine-grained, slightly hard, moist, sharp basal contact with red f
I ,.p!§¥i m^erate odor. j
24.0-27.0' Clay, yellowish red, irrterbedded wet sand at 25.2 to
25.4', clay becomes sandier with depth, some gray mottling,
moderate odor, clear metallic sheen at 25.4".
—24
27.0-27.8* Sand and Silt, (50% silt, and 50% very fine-grained
-j sand), yellowish red, water saturated, strong odor, dear metallic
v sheen ^hJ^aciy^W^dro^iets. /
27.8-30.0' Sandy Clay, yellowish red, wet to saturated,
alternating sandy clay and clayey sand layers, strong odor, clear
metallic sheen throughout.
30.0-31.0' Silt and Sand, (45% silt, 45% very fine-grained sand,
and 10% clay), yellowish red, water saturated, faint odor.
-22
v j-.' v. O SM
_ 28 -
- 30 -
J-j/. SM
-20
- 32 -
'Msc
31.0-32.0" Clay and Sand, hard, wet, strong odor, black NAPL
and stain at 31.5".
— 18
CL
32.0-33.0' Clay, red, very hard, dry, faint odor.
- 34 -
- 36 -
1'
33.0-36.0' Clay, yellowish red, very hard, damp, slight gray
mottling from 35.5 to 36', weak odor.
-16
-14
¦ CL
36.0-37.8' Clay, yellowish red, very hard, damp, faint odor.
— 12
- 38 -
- 40 -
|jppP -SC.
^ ~^.8-MTl~CiayeySand,"(15% day)7 irelto^shretl very ~f-
1 fine-grained, loose, water saturated, sharp basal contact with j
l_9£3X day^nipderateodor. |
38.1-39.0' Clay, light brownish gray, very hard, few small
(2-4mm) black concretions, moderate odor.
-10
- 42 -
O-
41.0-42.0* Clay, yellowish red, very hard, faint odor.
—8
42.0-45.0' Clay, yellowish red, dry, slight gray mottling,
scattered 1 -2mm pieces of white lime, at 43* a small void with
staining and strong odor.
-6
- 44 -
-
-4
- 46 -
—2
- 48 -
-
-------
Drilling Log
Shaw
Monitor Well
E6-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2077 Cavalcade, Houston, TX
Owner TCEQ
Surface Eiev. ft
Top of Casing 52.50 ft.
Screen: Dia *'n-
Casing: Dia .?,..R
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller
Total Hole Depth 33,5 ft.
Water Level Initial
Length 8 ft-
Length
13.0 ft
6.5 ft.
13 ft.
North.
Static
Type/Size PVC/.010ir>.
Type FVC
Proj. No. 700376
East ____
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft core barret
Method
DPT
Pat Clark Log By Brady Anstey, PG
Checked By Russell Perry, PG License No.
_ Date V2V04
TXPG735
DrillefiL
NA
COMMENTS
& £
Q E
n" CL
a. q-
¦£
2 _i
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
m
n
- 4
6 ^
8 -
10
CL
CL
0.0-3.0' Sifty Clay, dark gray, slightly hard, damp, fill
materia! with grave!, asphalt, shell fragments, faint
odor and staining at 3".
3.0-4.0' Sandy Clay, {20% very fine-grained), very
_dark gray2_slightjyard^moist, faint_odw.
4.0-8.0' Sandy Clay, (40% very fine-grained sand),
grayish brown to brownish yellow with depth, soft,
moist to wet, faint odor.
8.0-12.0' Sandy Clay, (40% very fine-grained sand),
light gray and olive yellow, soft, moist to wet, faint
odor.
12
2
14
16 -
18
20
CL
CL
SP
SP
SP
12.0-13.0' Sandy Clay, (30% very fine-grained sand),
light gray^slightly hanJ^we^ faint odor.
13.0-16.0' Sand, pale yellow, very fine to fine-grained,
loose to soft, water saturated, no odor.
16.0-19.0' Sand, pale yellow, very fine-grained, loose,
water saturated, moderate odor.
19.0-20.0' Sand, pale yellow, fine-grained, loose,
water saturated, moderate odor.
-48.93
-48
-46
-44
-42
-40
-38
-36
-34
20.0-20.5' Sand, (trace clay), pale yellow, very fine to
1 [l^flraLfwdjSoft^ watersaturated^faint odor.
.J
Continued Next Page
-32
-30
-28
002875
-------
Drilling Log
Shaw
Monitor Well E6-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Ovmer TCEQ
Proj. No. 100376
St
O E
0- cL
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38
40
42
44
46
48
CL
iiiil
««««<<
'iWMWL
mm
CL
\ML/
Continued
20.5-23,5' Clay, dark red, very hard, no odor.
23.5-24.0' Silty Ciay, (40% silt), dark red, soft, water
1 J>aturai®d»_mpd?£?te odor. f
24.0-27.5' Clay, (5 to 20% silt), dark red, soft, moist to
saturated, interbedded silt stringers, faint to moderate
odor.
27.5-29.0' Silty Ciay, (40% silt), dark red, loose, wet,
strong odor, light metallic sheen, small black stain at
28.5'.
SP
29.0-30.5' Sand, dark red, very fine-grained, loose,
water saturated, at 30.1' becomes dense and less
saturated, strong odor, NAPL droplets at 30.1* with
J?®?vy-®b®i.!k r
30.5-33.5' Clay, red, with narrow wet sandy stringers,
moderate odor.
CL
-26
-24
-22
-20
-18
-16
-14
-12
-10
002876
-------
Drilling Log
Shaw
Monitor Well
E6-2
Page: 1 of 2
Project North Cavalcade Superfund
Owner
TCEQ
Location 20f 1 Cavalcade, Houston, TX
52.95 ft.
Surface Elev. 49.2 ft.
Top of Casing
Screen: Dia 1 in.
Casing: Dia JLM_
Fit! Material Bentonite, filter sand.
Drill Co.
Driller Pat Clark Log By
Checked By Russell Pmy, PG
Total Hole Depth
Water Level Initial
Length MR-
Length
33.5 ft.
14.0 ft
North-
Static
Pro). No. 100376
__ East
NA
Diameter
2.5 in.
23.5ft.
Type/Size
Type pvc
PVC/.010 in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Brady Anstey, PG
License No,
Date
1/21/04
Driller # NA
TXPG735
COMMENTS
Q E
7T &•
Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
2 -
4 -
10
12
14-
16 ~'
18
20
GL
ML
CL
CL
0.0-3.0' Silty Clay, dark gray, slightly hard, damp, fill
material with gravel, asphalt, shell fragments, faint
odor and staining at 3'.
3.0-4.0* Sandy Clay, (20% very fine-grained), very
dark gray, slightly Jwd^mq^fai£|t_pdor.
4.0-8.0' Sandy Clay, (40% very fine-grained sand),
grayish brown to brownish yellow with depth, soft,
moist to wet, faint odor.
8.0-12.0' Sandy Clay, (40% very fine-grained sand),
light gray and olive yellow, soft, moist to wet, faint
odor.
-49.24
-48
-46
-44
-42
CL
CL
SP
SP
SP
12.0-13.0' Sandy Clay, (30% very fine-grained sand),
light gra^LsNghtiy hard^wet^ faint_odor.
13.0-16.0' Sand, pale yellow, very fine to fine-grained,
loose to soft, water saturated, no odor.
16.0-19.0' Sand, pale yellow, very fine-grained, loose,
water saturated, moderate odor.
19,0-20.0' Sand, pale yellow, fine-grained, loose,
wa te rs at ura ted L tej>dor.
20.0-20.5' Sand, (trace clay), pale yellow, very fine to
JifL^flrailJid^soft^vrateL^tjjrated^faiirt odot\ f
Continued Next Page
-40
-38
-36
-34
-32
-30
002877
-------
Drilling Log
ClSSuS™ Monitor Well E6-2
wUcHflf Page: 2 of 2
Project North Cavalcade Superfund Owner TCEG
Location 2011 Gdv
-------
Drilling Log
Shaw
Monitor Well
F12-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 7 Cavafcatfe, Houston, TX
Surface Sev.
Owner
TCEQ
47.7 ft.
Total Hole Depth
Water Level Initial
Length 10ft-
Length
33.5 ft
Proj. No.
East
100376
14.0ft.
10 ft.
Top of Casing .. 4J-5§JL
Screen: Dia 'jn-
Casing: Dia JJh
Fill Material Bentonite, fitter sand
Drill Co. Strata Core, Inc.
Driller Afcftea/ Bridges [_Qg By Brady Ansley, PG
1-2 ft- Diameter 'r<-
North_
Static
Type/Size PVC/.010 In.
Type ^
Rig/Core Geoprobe/4 ft. core barm!
Method DPT
Checked By Russell Peny, PG
License No.
_ Date VM04
TXPG735
Driller Jf 54834M
COMMENTS
Q E
o. a
. e
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
CL
a.
0.0-1.0' Concrete.
1.0-2.0* Sandy Clay, (20% very finegrained sand),
dark gray, slightly hard, moist, fill material with pieces of
\ _woodjio odor. f
2.0-4.0' No Recovery.
4.0-6.0' Sandy Clay, (20% very fine-grained sand),
light gray, soft, moist, no odor.
-47.71
-46
-44
-42
10
12
14
16
- 18
20
2
6.0-8.0' No Recovery.
8.0-14.0' Sandy Ciay, (20% very fine-grained sand),
yeilow, slightly hard, moist, dark iron oxide concretions,
no odor.
CL
CL
CL
14.0-15.0' Sand, reddish yellow, fine-grained, loose,
water saturated, iron oxide staining, sharp upper and
1 JtwercqntactsjTO odor.
15.0-16.0' Clayey Sand, (25% clay), light greenish
1 gray, very fine-grained, soft, wet, thin horizontal fight
V J9C§§0 JamiQ^Jio odoi\
1 16.0-17.0' Sand, light gray, very fine to fine-grained,
1 soft, wet to water saturated, thin light green laminae, no
L ¦;
17.0-19.0' Sandy Clay, (45% very fine-grained sand),
¦j yellowish brown and light greenish gray, soft, wet,
\_ horizontal laminae, no_odor. ^
s- !%fc20.0'_No Recovery.
20.0-23.0" Clay, reddish brown, very hard, dry to
-40
-38
-36
-34
-32
-30
-28
Continued Next Page
002879
-------
Drilling Log
Shaw
Monitor Well
F12-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Pro). No. ,J00376'
Q-"
Q E
ft"
Q- Q_
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22 -
24 -
26
28
30
32
34
36 -
cl
mm
- 38
40
42
44
46
48
SM
CL
ML
Continued
damp, sharp basal contact, no odor.
23.0-24.0* Silty Clay, {40% silt), light gray, soft to
sNghtly hard^ mcnstto wet, no_odo£.
24.0-24.5' Silty Clay, (20% silt), yellowish red, soft to
1
24.5-26.0' Silty Sand, (40% sift), yellowish red, very
fine-grained, loose, water saturated, faint odor.
26.0-27.0" Clay, yellowish red, very hard, damp, faint
odor.
27.0-27.5" Sand, yellowish red, very fine-grained,
Jhard, wet, Jj^ntodor. ; f
27.5-30.5' Clayey Silt, {20% clay), yellowish red, loose
to soft, water saturated, intermittent clayey zones,
strong odor, heavy sheen and NAPL droplets
throughout.
30.5-33.5' Clay, yellowish red, hard, faint odor.
CL
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002880
-------
Drilling Log
Shaw
Monitor Well
F12-2
Page: 1 of 2
Project North Cavalcade Superfund
Location ^071 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. ^7.8 ft.
Top of Casing 47.65 ft.
Screen: D:a 1
Casing: Dia * 'n-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Mlcheal Bridges Log By Brady Anstey, PG
Total Hole Depth
Water Level Initial 24.5 ft.
Length .J? !L_
Length 22 fL
North
Static
Type/Size
Type pvc
Proj, No,
East
100376
1-6 ft. Diameter 2.5 in.
PVCmOin.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Date
1/24/04
DrilleriL
54834M
Checked By Russell Perry, PG
license No. TXPG/35
COMMENTS
®£.
o
Q.
S£
Q E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0 -
i
n
- 2
10
- 12
14
16
18
20
0.0-1.0' Concrete.
-47.76
CL
1.0-2.0' Sandy Clay, (20% very fine-grained sand),
dark gray, slightly hard, moist, fill material with pieces of
1 jroqdjTOgdor^ {
2.0-4.0* No Recovery.
ci
4.0-6.0' Sandy Clay, (20% very fine-grained sand),
light gray, soft, moist, no odor.
6.0-8.0* No Recovery.
8.0-14.0' Sandy Clay, (20% very fine-grained sand),
yellow, slightly hard, moist, dark iron oxide concretions,
no odor.
CL
CL
CL
14.0-15.0' Sand, reddish yellow, fine-grained, loose,
water saturated, iron oxide staining, sharp upper and
1 lower contacts^no odor. f
15.0-16.0' Clayey Sand, (25% clay), light greenish
1 gray, very fine-grained, soft, wet, thin horizontal light f
L jjreenjaminae, no odor |
1 16.0-17.0' Sand, light gray, very fine to fine-grained, f
I soft, wet to water saturated, thin light green laminae, no t
J?dor. I
17.0-19.0' Sandy Clay, (45% very fine-grained sand),
^ yellowish brown and light greenish gray, soft, wet, f
\_ horizontal laminae, noodor. j
-x. J 9-.Q;20.0" _No Recovery. ,
20.0-23.0' Clay, reddish brown, very hard, dry to
Continued Next Page
-46
-44
—42
-40
-38
-36
-34
-32
-30
-28
002881
-------
Drilling Log
Shaw
Monitor Well
F12-2
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavelcade, Houston, 7X
Proj. No. 100376
£ f
o E
ag1
S-3
C5
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24,
26
28
30
32
34
36
38
40
42
44 -
46
48
mm
CL
CL
My
SM
Continued
damp, sharp basal contact, no odor.
23.0-24.0' Silty Clay, (40% silt), light gray, soft to
_sj[ghtly hard^moistto^wet, noodor.
24.0-24.5' Silty Clay, (20% siit), yellowish red, soft to
1 -SlisMX.
24.5-26.0' Silty Sand, (40% silt), yellowish red, very
fine-grained, loose, water saturated, faint odor.
26.0-27.0' Clay, yellowish red, very hard, damp, faint
odor.
-26
-24
ML
27.0-27.5' Sand, yellowish red, very fine-grained,
1 wet, Jaint odor.
27.5-30.5' Clayey Silt, (20% clay), yellowish red, loose"
to soft, water saturated, intermittent clayey zones,
strong odor, heavy sheen and NAPL droplets
throughout.
30.5-33.5' Clay, yellowish red, hard, faint odor.
CL
-22
-20
-18
-16
-14
-12
-10
002882
-------
Drilling Log
Shaw
Monitor Well
F19-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20ff Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. ^8.7 ft.
Top of Casing 48.04 ft,
Screen: Dia 1
Casing: Dia 1 'n-
Fill Material Bentonite, filter sand.
Drill Co.
Total Hole Depth
Water Level Initial
Length JAIL
Length 10ft-
24.0 ft.
Proj. No.
East
100376
11.5 ft
3.1ft.
North.
Static
Type/Size PVC/010 in.
Type WC
Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core
barrel
Strata Core, Inc.
Driller Micheat Bridges Log By
Checked By Russell Perry, PG
Method
Heidi Woelfel, PG
Date
1/16/04
Drillerit.
54834M
License No. TXPG735
COMMENTS
> £
o e
Q. §:
9- o
2_£
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10
12
14
20
8 -
2
16 - =
18
0.0-11.0' Silly Clay, (30% silt), light reddish brown,
soft, moist, no odor.
; 48.12
SM
11.0-12.0' Silty Sand, (45% silt), light reddish gray,
very fine-grained, very well sorted, soft, wet to water
T ^saturated at 11.5^ nojjdor.
12.0-16.0' Silty Sand, (25% silt), light brownish gray,
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
I
SM
SM
SM
16.0-20.0' Silty Sand, (20% siit), light brown, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, no odor.
20.0-21.5' Silty Sand, (20% silt), fine-grained, very
well sorted, loose to soft, water saturated, no odor.
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002883
-------
Drilling Log
Shaw
Monitor Well F19-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Proj.No. 100376
a
a E
Q- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
s £.
22
24
26
28
30
32
34
36
38
4G
42
44
-46-
- 48
mm
wmm
WMA
W$M
ffli
if!
wXwA
WM
MM
WPM
WMM
WM
mum
WMM
it
V0M
I
'SMM.
SM
Continued
21.5-24.0' Silty Clay, (20% silt), brown, hard, moist,
no odor.
24.0-28.0' Silty Clay, (20 to 40% silt and sand), soft to
hard, moist, interbedded silty clay and wet sand at 25',
no odor.
28.0-32.0' Silt, Sand, and Clay, interbedded silty
sands and silty clays, faint odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002884
-------
Drilling Log
Shaw
Monitor Well
F19-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 1 &
Top of Casing 47.84 ft.
Screen: Dia 1
Casing: Dia 1 m-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges
Checked By Russet! Perry, PG
Total Hole Depth
Water Level Initial
Length JUL
Length
32.0 ft
28.0 ff.
North _
Static
Proj. No.
East
100376
3.3 It.
. Diameter
2.5 in.
27 ft
Type/Size
Type -Em
PVC/010 in.
Rig/Core Geoprobe/4 ft core barrel
Method
Log By Heid/ Woelfel, PG Qa{e 1/21/04 nrilter M 54834M
License No. TX PG73S
COMMENTS
Q E
a 8
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
n
10
12 -
- 14
16
18
20
0.0-11.0' Siity Clay, {30% silt), light reddish brown,
soft, moist, no odor.
=48.12
SM
SM
11.0-12.0' Silty Sand, {45% silt), light reddish gray,
very fine-grained, very well sorted, soft, wet to water
1 J?a!urated at_11_Jjj iio_pdor.
12.0-16.0' Silty Sand, {25% silt), light brownish gray,
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
SM
SM
16.0-20.0' Siity Sand, (20% silt), light brown, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, no odor.
20.0-21.5' Silty Sand, {20% silt), fine-grained, very
well sorted, loose to soft, water saturated, no odor.
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002885
-------
Drilling Log
Monitor Well F19-2
WilClInf Page: 2 of 2
Project North Cavalcade Superfund Owner fCEQ
Location 20 /7 Csvalcsdo, Houston, TX Pro] No 100376
Depth
(ft.)
Well
Completion
of
a. 3
j Sample
Graphic
tog
uses Class.
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Elevation
(ft.)
-
¦ ¦
SM
Continued
_
- 22 -
¦ 1
WMi
ma
w
21.5-24.0' Silty Clay, (20% silt), brown, hard, moist,
-26
¦ |
mm
CL
no odor.
-
II
%
ML
-
- 24 -
II
ii;
24.0-2870' SiltyCiiy, (20to 40%~iil and sand), soft lb
hard, moist, interbedded silty clay and wet sand at 25',
no odor.
-24
~ 26 -
m
¦
!!!
CL
ML
-22
- 28^-
:>V
i~
%
i
28.0-32.0' Silt, Sand, and Clay, interbedded silty ~
sands and silty clays, faint odor.
—20
- 30 -
i
!|
CL
ML
-18
- 32 -
=3
t i t
-16
- 34 -
-14
- 36 -
-12
- 38 -
-10
- 40 -
-8
42
-6
- 44 -
—4
- 46 -
-2
- 48 -
-0
-------
Shaw
Project North Cavalcade Superfund
i n OT-f ^ nai/af/
-------
Drilling Log
ClUi.t» Monitor Weil F27-1
VllaW Page: 2 of 2
P/oject Wortft Cavalcade Superfund Owner TCEO
Location 2011 Cavalcade, Houston, TX Proj. No. 100376
-------
Drifting Log
Shaw
Monitor Well
F27-2
Page: 1 of 2
Project Wort?) Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 48.4 ft.
Top of Casing 48 21 ft
Screen: Dia *
Casing: Dia JJD.:
Fill Material Bentonite, filter sand.
Dri!) Co. Strata Core, Inc.
Total Hole Depth
Water Level Initial
Length
Lengtb 2^ft.
32.0 ft.
24.5 ft.
North _
Static
Pro)- No.
East
100376
Diameter 2.5 in.
Type/Size
Type
PVC/.010in.
Rig/Core Geoprobe/4 ft core barrel
Driller Michea! Bridges Log By
Checked By Russell Perry, PG
Method DPT
Heidi Woeffisl, PG 0aje 1/20/04
License No. "D( PG735
Driller # 54834M
COMMENTS
© 2S
Q
o e
a. o
Q
o
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
X
h 8 -
10
12
14
16
18
20
0.0-4.0' Silty Clay, (35% silt), brownish yellow, soft,
moist, less silt with depth, no odor.
SM
su
SP
4.0-8.0' Silty Sand, {25% silt), fine-grained, very well
sorted, soft, wet, becoming sandier with depth, clay
grades out from 4 to 4.5', no odor.
8.0-9.0' Silty Clay, (45% silt), slightly hard, moist, no
_odor.
9.0-12.0' Silty Sand, (30% silt, trace clay), brownish
yellow, fine-grained, soft, wet, no odor.
12.0-16.0' Sand, (trace silt), fine-grained, very weli
sorted, loose, water saturated, no odor. (Soil sample
collected at 15' for on-site analysis.)
16.0-22.0' Sand, (trace silt), reddish yellow,
fine-grained, very well sorted, loose, water saturated, no
odor.
-48.42
-48
-46
-44
-42
-40
-38
-36
SP
-34
-32
-30
-28
Continued Next Page
002889
-------
Drilling Log
Cl55Sw Monitor Weil F27-2
OFlciW Page; 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 2011 Cavalcade, Houston, TX ; proj 100376
002890
-------
Drilling Log
Shaw
Monitor Well
F3-1
Page: 1 of 2
Project North Cavalcade Superfund
location 1 Cavalcade, Houston, TX
_ Owner TCEQ
North.
Static
Surface Elev. 47.9 ft Total Hole Depth 20.0 ft.
Top of Casing 51.86 ft water Level Initial 12.0 ft.
Screen: Dia 1 Length 9 ft-
Casing: Dia 1 '
-------
Drilling Log
0|53SS3S'~ Monitor Well F3-1
wHdW Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX ; proj rj(, 100376
Depth
(ft.)
Well
Completion
Q S
Samole
Graphic
Log
USCS Class,
Description
(Color, Texture, Structure)
Geofogtc Descriptions are Based on the USCS.
C
o
- > £.
ui
- 22 -
Pa
Continued
hard, moderate odor.
-26
-24~
- 26 -
lj^
23.5-24.0" Clay,mottled red and light gray, dry, very
\ Jifyd. strong odor. f
1 24.0-24.7' Sandy Clay,(40% very fine-grained sand), r
\_r®
-------
Drilling Log
Shaw
Monitor Well
F3-2
Page: 1 of 2
Project North Cavalcade Superfuod
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev, 48.2 ft.
Total Hole Depth 33.5 ft,
Water Level Initial 24.0 ft
10 ft.
Length
Length
23.5 ft.
Top of Casing 49.79 ft.
Screen: Dia 1 in.
Casing: Dia ?in-
Fill Material Bentonite. filter sand.
Drill Co. EPA
Driller Pat Cfarfc t og By Brady Ansley, PG
Checked By Russell Perry, PG
North _
Static
Proj. No.
East
100376
4.8 ft. Diameter 2.5 in.
Type/Size
Type CY9..
PVCf.OIOm.
Rig/Core Geoprobe/4 ft, core barret
Method . Pf.L.
Date
1/1B/04
DrilleriL
NA
License No.
TXPG735
COMMENTS
O £
tt- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10
12
14
16
- 18
20
ill
WtSmi
WM
Wmm
SSSSSSS8
wvm
Wmm
WMi
Mm
mm
HI
aSSSSSSS
Www
Mm
Wmm
W0M
mmmm
WM
WWM
iWMi.
iii
WMfM.
0.0-8.0' Silty Clay, (20% silt), very dark grayish brown
to dark gray with depth, soft, damp to moist, fill
materia! with rock and grave!, faint odor.
8-20
CL
8.0-9.0' Silty Clay, (15% silt), dark gray, wet, strong
odor, black NAPL droplet and sheen present.
9.0-12.0' Sandy"Clay, (30% very fine-grained sand),- ~
mottied brownish yellow and light reddish gray, slightly
hard, strong odor.
12.0-16.0' Sand, (trace day and silt), light gray, very
fine-grained, water saturated, very strong odor, slight
sheen from 12 to 14".
sp
SP
16.0-19.2' Sand, light gray to black with depth, very
fine-grained, soft to loose, water saturated, powerful
odor. Light sheen to 18', then black NAPL and
staining, with about 18 inches of DNAPL saturated
sand above a sharp basal contact with clay.
19.2-20.0' Clay, mottled red and light gray, very hard,
stron^odor.
20.0-23.5' Clay, mottled red and light gray, dry, very
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002893
-------
Drilling Log
Cl2SZ5?r, Monitor Well F3-2
OnSPl/lf Page: 2 of 2
Project North Cavalcade Superfurtd Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX . p,^ |sj0; 100376
i
o
o
5
o
o
o
JZ
® E,
Q
| well
Completion
I
Q?
o. £
I
; Samole
Graphic
Log
uses Class,
Description
(Color, Texture, Structure)
Geologic Descdpttons are Based on the USCS.
C
O
?£*
Hi
- 22 -
1
"
i
¦
CL
Continued
hard, moderate odor.
-26
-24^
_ 26 -
- 28 -
- 30 -
- 32 -
—
CL
23,5-24.0* Clay,mottled red and light gray, dry, very
EE
v:
l
CL
CL
a
SC
CL
\ Jharcl, strong^odor. f
-j 24.0-24.7' Sandy Clay,{40% very fine-grained sand), r
\-J2.4_soft, water saturated,, ^owerMjjdqr, heavyjiheen^ _j
24.7-26.0' Sandy Clay,(15% very fine-grained sand),
1 red to light gray with depth, damp to wet, powerful f
\ odor,jrioderate sheen. j
-j 26.0-27.0'Sandy Clay, {30% very fine-grained sand),
1 red and black, moist to saturated, powerful odor. }
1 Saturated with black NAPL from 26 to 26.2". j
27.0-30.5' Clayey Sand, (20% clay, decreasing with
depth), red, very fine-grained, wet to water saturated.
Powerful odor, heavy sheen throughout, with black
staining and NAPL at 29". Also black NAPL droplets
_ jit30_'. ;
30.5-33.5' Clay, red, mostly clay with sand stringers at
30.5 and 31.5', strong odor, free NAPL in sand
stringers.
-24
-22
-20
-18
-16
- 34 -
-14
- 36 -
-12
- 38 -
-10
- 40 -
-8
- 42 -
-6
_ 44 -
-4
- 46 -
-2
- 48 -
—0
002894
-------
Drilling Log
Shaw
Monitor Well
F4-1
Page: 1 of 2
Project North Cavalcade Superfund
Location
2011 Cavalcade, Houston, TX
Owner TCEQ
13.5 ft.
Surface Elev. 49.4 ft.
Top of Casing 50.96 ft.
Screen: Dia f >n-
Casing: Dia 1 "m-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat clark Log By Brady Ansley, PG
Checked By Russell Perry, PG License No.
Total Hole Depth
Water Level Initial
Length 10 ft-
Length
23.5 ft- North
1MJL Static
Proj. No. 100376
East
4.1ft.
Diameter
Type/Size PVC/010 in.
Type PVC
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method jQEL.,
_ Date 1^13/04
TX PG735
DrillerJL
NA
COMMENTS
:> o-
S £
q e
CL &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
n
— ^
tm
vm
mrmm
5555
555?
9555
5555
5555
5555
5555
5555
5555
CL
ML
0.0-3.0' Silty Clay, {15% silt), brown, damp, fill
material, no odor.
3.0-4.0' No Recovery.
4.0-5.0* Silty Clay, (15% silt), brown, moist, fill
..material, noodor.
5.0-7.0' Silty Clay, (15% siit), brown, soft, moist,
mottled with gray, possible fill material with shell
fragments and rock, faint odor.
-49.43
10
12
2
14 -
16
18
20
sc
sc
SP
SP
CL
-------
Drilling Log
Shaw
Monitor Well
F4-1
Page: 2 of 2
Project North Cavalcade Superfuncl
Location 20t 1 Cavalcade, Houston, TX
Owner
TCEQ
PfOj. No. ^00376
cl
s e
s I
a- &
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38
40
42
44
46
48
CL
K&M
ci
CL
CL
Continued
20.5-21.5' Silt and Clay, greenish gray, water
1 saturated, grades into red clay with depth, faint to j
1 moderate odor, light metallic sheen with very small ,
\ JNAJPLjgilobtjJes. j
21.5-23.5' Clay, yellowish red, very hard, dry, faint
_odor. j
23.5-25.0" Clay, yellowish red, very hard, dry, faint
odor.
"25.0-27.0~ Sandy Clay, {15%very firie-grairiecf s~arid)~
yellowish red, damp, sandy and water saturated from
25.7 to 27', faint odor.
CL
SP
\SM/
SC
27.0-27.4' Sandy Clay, {15% very fine-grained
sand),yellowish red, dry, sharp basal contact with
..?§Pi.f?ipL°i!or.
27.4-27.8" Silty Sand, (30% silt), yellowish red, very
fine-grained sand, loose, water saturated, grades to
clayey sand with depth, moderate odor, moderate
jnetaljic^heer^
27.8-30.5' Clayey Sand, (10 to 20% clay), yellowish
red, very fine-grained sand, loose, wet to saturated,
clay content varies, saturated where clay content
- lower,JFaint odor._ L _
JO.Mia'^SanJx.g^jellowsh red, haxd^faint odor
31.2-31.7' Silty Sand, yellowish red, water saturated,
moderate odorjjght sheers
31.7-32.0' Sandy Clay, black, damp, strong odor,
stained withb]ai^kJ\IAPL.
32.0-34.0' Clay and Sand, yellowish red, very hard,
alternating clay and sand, faint odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002896
-------
Drilling Log
Shaw*
Monitor Well
F4-2
Page: 1 of 2
Project Atort/i Cavalcade Superfund
Location ^01! Cavalcade, Houston, TX
Owner
TCEQ
53.58 ft.
Surface Eiev. 49.4 ft.
Top of Casing
Screen: Oia 1 in.
Casing: Oia 1 *>.
Fill Material Benionite, filter sand
Drill Co.
Total Hole Depth
Water Level Initial
Length 8.5 ft.
Length
34.0 ft.
25.7 ft.
North.
Static
Proj. No. 100376
__ East
7.0 ft.
. Diameter
2.5 in.
25.5 ft.
Type/Size
Type PVC
PVC/.010 in.
Rig/Core Geoprobe/4 ft. core barrel
EPA
Method
Driller Pat Clark Log By Brady Anslcy, PG Date 1/13/04 nrillpr # NA
Checked By Russell Perry, PG License No. TXPG735 i ;
COMMENTS
o e
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 10
12
14
- 16
18
20
222222
mm
5/9555
555555
553552
y/JJA
Wm
iWJA
tVrJW
'a'a'J'jVa
W/SS*
aajlafia
555555
0.0-3.0' Silty Clay, (15% silt), brown, damp, fill
material, no odor.
X
WM.
Wm
mm
Wk
mm
mm
sc
"sc
sc
sc
SP
SP
fa:
KSdU
3.0-4.0' No Recovery,
4.0-5.0' Silty CjiyT(15% slit), brown, moist,"fill
notorial, TOjKtor. ;
5.0-7.0' Silty Clay, (15% silt), brown, Isoft, moist,
mottled with gray, possible fill material with sheli
fragments and rock, faint odor.
7.0-8.0' Clayey Sand, (15% clay), light brown and
gray, very fine-grained, soft, moist, lighter in color with
depth, gray at 7.8 to 8' withmoderate odor, f
8.0-8.5" Sand with Clay, (10% clay), gray, very [
JnfMjrained sand, ^oft.jrioistjjveak odor. (
8.5-12.0* Sand with Clay, (10% clay), olive yellow with
yellow mottling, very fine-grained sand, moist, black
organic nodules at 11', weak odor.
12.0-13.5' Sand with Clay, (10% clay), olive yellow,
very fine-grained sand, soft, moist to wet, moderate
odor.
13.5-16.0' Sand, greenish gray, very fine-grained
sand, well sorted, loose to soft wet to water saturated
at 13.5', becoming grayer and darker with depth, slight
black staining, strong odor.
16.0-20.0' Silty Sand, (15% silt), greeniih gray, very ~
fine-grained sand, loose to soft, water saturated, silt
content decreases with depth, very light sheen, weak
odor.
20.0-20.5* Silty Clay, (15% silt), reddish brown, hard,
\ jlamp^faint odor_ {
Continued Next Page
-49.41
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002897
-------
Drilling Log
Shaw
Monitor Well F4-2
Page: 2 of 2
Project North Cavalcade Superftind
Location 20? f Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
o §
a. &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
22
24
2
26
28
30 -
32 -
34
36
38
40
42 -
44
46
48
CL
vML/
CL
CL
CL
CL
SP
sc
CL
Continued
20.5-21.5' Silt and Clay, greenish gray, water
saturated, grades Into red clay with depth, faint to
moderate odor, light metallic sheen with very small
_NAPL globules.
21.5-23-5" Clay, yellowish red, very hard, dry, faint
1 odor.
23.5-25.0' Clay, yellowish red, very hard, dry, faint
odor.
I
25.0-27.0' Sandy Clay, (15% very fine-grained sand),
yellowish red, damp, sandy and water saturated from
25.7 to 27', faint odor.
SM
ra
CL
27.0-27.4' Sandy Clay, (15% very fine-grained
i sand),yellowish red, dry, sharp basal contact with
|\. .sand, fainlodor.
I 27.4-27.8' Silty Sand, (30% sift), yellowish red, very
I line-grained sand, loose, water saturated, grades to
I clayey sand with depth, moderate odor, moderate
i meteljic sheeir
I 27.8-30.5' Clayey Sand, (10 to 20% clay), yellowish
j red, very fine-grained sand, loose, wet to saturated,
clay content varies, saturated where clay content
JowerJfairrt gdon_
JQ:\L:3J-2'_Sai^£Gay,jellovwsiired, tea^faintodor
31.2-31.7' Silty Sand, yellowish red, water saturated,
moderate odoi^ljght sheen.
31.7-32.0' Sandy Clay, black, damp, strong odor,
jstained with blackJJAPL_
32.0-34.0* Clay and Sand, yellowish red, very hard,
alternating clay and sand, faint odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002898
-------
Drilling Log
Shaw
Monitor Well
G14-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 201 1 Cavalcade, Houston, TX
Owner
TCEQ
Total Hole Depth 32.0fi.
Water Level Initial
Length
Length
12.0 ft.
North _
Static
Proj. No. 100376
„ East
AM
. Diameter
2.5 in.
Surface Elev. 49.8 ft.
Top of Casing 49.65 ft.
Screen: Dia *
Casing: Dia *'n-
Fill Material Bentonite, Miter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By Heidi Woetfet, PG 0ate 1/26/04 Drill er u 54834M
Type/Size PVC/.010 in.
Type
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Checked By Russell Perry, PG
License No.
TXPG735
COMMENTS
si
8
o e
O- &
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0 -
n
- 2
10
12-
14
^ 16
18
20 -
Wm
wMm
WMffit
mm
mWM
mm
mims
iiifftft
Ur
wm m
wwfflt
0,0-4.0" Silty Clay, (40% silt, 15% sand), brown, soft,
moist, no odor.
-49.78
-48
55555S
W/M
WM
mm
MM
wmm
4.0-8.0' Silty Sandy Clay, (45 to 60% silt and very
fine-grained sand, trace gravel), light gray, soft, moist,
no odor.
8.0-12.0' Silty Sand, (40 to 25% silt, decreasing with
depth), light gray, very fine-grained, soft, moist, no odor.
SM
12.0-19.0' Silty Sand, (20% silt), very pale brown, very
fine-grained, loose to soft, water saturated, no odor.
SP
-46
-44
-42
-40
-38
-36
-34
-32
ML
19.0-20.0' Sandy Silt, (40% very fine to fine-grained
sand), very pale brown, soft to slightly hard, wet, grades
Jtoa^laye^sarrfy^tjio odor f
20.0-24.0' Silty Clay, (20 to 5% silt, decreasing with
Continued Next Page
-30
002899
-------
Drilling Log
Monitor Well G14-1
wllclww Page: 2 of 2
Project North Cavalcada Superfund __ owner TCEQ
Location 2077 C&V3Houstofir TX Proj No 100376
002900
-------
Drilling Log
SKaw
Monitor Well
G14-2
Page: 1 of 2
Project North Cavalcade Superfurict
Owner
TCEQ
Location 2011 Cavalcade, Houston, TX
Surface Elev. 49.8 ft.
Top of Casing 49,64 ft.
Screen: Dia ? m _
Casing: Dia ^iri-
Fill Material Bentoriite, filter sand.
0nll Co. Strata Care, Inc.
Total Hole Depth 3Z0H-
Water Level Initial
Length UL-
Lengih 25 ft
North,
Proj. No. 100376
East
26-Oft. staec _NA_
Type/Size
Type PVG
Diameter
2.5 in.
PVC/010 in.
Rig/Core Geoprobe/4 ft. core barrel
Driller Micheal Bridges Log By
Checked By Russell Parry, PG
Method OPT
Heidi Woelfel, PG Da}e
1/26/04
Driller
54834M
License No.
TXPG735
COMMENTS
S —
Q E
d. S:
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
r 0 -
0.0-4.0' Silty Clay, (40% silt, 15% sand), brown, soft,
moist, no odor.
-49.79
t:wmw
WtWffi
10
r 12
14
16
18
20
CL
ML
4.0-8.0' Silty Sandy Clay, (45 to 60% silt and very
fine-grained sand, trace gravel), light gray, soft, moist,
no odor.
8.0-12.0' Silty Sand, {40 to 25% silt, decreasing with
depth), light gray, very fine-grained, soft, moist, no odor.
SM
12.0-19.0' Silty Sand, (20% silt), very pale brown, very
fine-grained, loose to soft, water saturated, no odor.
SP
ML
19.0-20.0' Sandy Silt, (40% very fine to fine-grained
sand), very pale brown, soft to slightly hard, wet, grades
1 JP_a.i-lateVLSand^^no odor. f
20.0-24.0' Silty Clay, (20 to 5% silt, decreasing with
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002901
-------
Drilling Log
Shaw
Monitor Well G14-2
Page: 2 of 2
Project North Cavalcade Superftind
Location 2077 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 700376
Q.+S
D
Q £
ol §;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
m
22
24
26
28
S
30
32
34 -
-se-
as
40
42
- 44
46
48
Continued
depth), yellowish red, hard, moist, no odor.
24.0-28.0' Clay and Silty Clayey Sand, yellowish red,
interbedded clay and wet silty sands, faint odor with
trace sheen at 28" in silty sand.
28.0-29.6' Sand and Silty Sand, yellowish red, water
saturated from 28 to 30', becoming clay by 31.6', faint
odor.
31.6-32.0' Ciay.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002902
-------
Drilling Log
Qhautf
waMWIP
Monitor Well G3-1
Page: 1 of 2
projeGt North Cavalcade Superfund
Location 2077 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.6 %
Total Hole Depth 20-0ft-
Water Level Initial
Length s%-
Length
12.0 ft.
12 ft.
Top of Casing so-7"1
Screen: Dia t 'n-
Casing: Dia 1
Fill Material Beritonite, filter sand
Drill Co, EPA
Driller Raf Clark |_og By Brady Ansley, PG
3.0 ft.
North _
Static
Type/Size PVC/.010 in.
Type ±VC
Proj. No. 100376
East
. Diameter
2.5 in.
Rig/Core GBOpmhe/4 ft, core barrel
Method
DPT
Checked By Russell Perry, PG
License No.
_ Date Mem
TXPG735
Driller J !M_
COMMENTS
Sr
a
a £
a. §:
Description
{Color, Texture, Structure)
Geofogic Descriptions are Based on Ihe USCS.
n
0.0-4.0' Sandy Clay, brown, slightly hard, damp, with
rocks and shell fragments, no odor.
- 2
-47.60
-46
CL
- 6
CL
10
12
2
14
- 16
18
20
CL
SC
SP
4.0-8.0' Sandy Clay, {40% very fine-grained sand),
light reddish brown, slightly hard, moist to wet,
becoming darker in color with depth, strong odor,
pieces of black wood at 4.3", medium sheen on soil
throughout.
8.0-10.0' Sandy Clay, light reddish brown, soft, wet,
strong odor, heavy staining and sheen.
10.0-12.0' Clayey Sand, (30% clay), brownish yellow,
very fine-grained, soft, moist to wet, strong odor.
12.0-16.0' Sand, light reddish brown, very
fine-grained, soft, water saturated, powerful odor,
heavy black staining from 13 to 16' with free NAPL
and water. NAPL saturated from 13.5 to 16".
16.0-18.6' Sand, black, saturated with black NAPL in
laminar bands from 17 to 18.6'.
SP
18.6-20.0' Clay, red, very hard.
20.0-23.5' Clay, reddish brown, very hard, strong
odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002903
-------
Drilling Log
Monitor Wei! G3-1
i3V KXVV Page: 2 of 2
Project North Cavalcade Superftmd Owner TCEQ
Location 201 1 Cavalcade, Houston, TX proj_ n0 100376
002904
-------
Drilling Log
Shaw
Monitor Well
G3-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20 Cavalcade, Houston, TX
Owner
TCBQ
Surface Elev. 47.7 ft.
Top of Casing 5115 ft
Screen: Dia *
Casing; Dia * 'n-
Fill Material Bentonite, filter sand.
Drifl.Go. EPA
Driller
Total Hole Depth 30.5 ft.
Water Level Initial
Length
Length 24.5 ft.
26.0 ft.
North
Static
Proj, No. 100376
_ East
Diameter
Type/Size PVC/'-°t9
Type
2.5 in.
PVC
Rig/Core Geoprobe/4 ft core
barrel
Method
DPT
Pat Clark
Log By Brady Anshy, PG
Date
1/1&04
Driller
Checked Sy Ht/sse// Perry, PG
License No.
TXPG735
COMMENTS
is-
-3. Q.
5 E
O B
W a-
Q. Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> $2
Ui
n
0.0-4.0' Sandy Cfay, brown, slightly hard, damp, with
rocks and shell fragments, no odor.
CL
-47.68
-46
CL
- 10
12
14
16
18
20
CL
SC
SP
4.0-8.0' Sandy Clay, (40% very fine-grained sand),
light reddish brown, slightly hard, moist to wet,
becoming darker in color with depth, strong odor,
pieces of black wood at 4.3', medium sheen on soil
throughout.
8.0-10.0' Sandy Clay, light reddish brown, soft, wet,
strong odor, heavy staining and sheen.
10.0-12.0' Clayey Sand, (30% clay), brownish yellow,
very fine-grained, soft, moist to wet, strong odor.
12.0-16.0' Sand, light reddish brown, very
fine-grained, soft, water saturated, powerful odor,
heavy black staining from 13 to 16' with free NAPL
and water. NAPL saturated from 13.5 to 16'.
16.0-18.6' Sand, black, saturated with black NAPL in
laminar bands from 17 to 18,6'.
SP
CL
CL
18.6-20.0' Clay, red, very hard.
-44
-42
-40
-38
-36
-34
-32
-30
-28
20.0-23.5' Clay, reddish brown, very hard, strong
odor.
Continued Next Page
002905
-------
Drilling Log
ffimnTT Monitor Well G3-2
wllaVv'' Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location Cavalcade, Houston, TX __ proj. |\j0, 100376
Q
Q £
CL £
E
(Q
CO
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
gtE
w
- 22
24
n
Continued
26
2:
CL
28 -
30
32
34
36
38
40
42
44
46
48
SP
CL
23.5-27.0' Silty Clay, (15% silt), light red, damp to
saturated. Powerful odor, a wet sheen at 24.5", wet
and stained with NAPL droplets at 26', some black
staining from 26 to 27', and black NAPL droplets at
27*.
27.0-30.1' Sand, (10% silt), red and black, very
fine-grained, loose to soft, water saturated, sharp
basal contact with clay, powerful odor, black with
saturated NAPL from 29 to 30.1*, a clear sheen is just
above the staining, and NAPL is pooling above clay.
30.1-30.5' Clay, red, strong odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002906
-------
Drilling Log
Shaw
Monitor Well
G5-1
Page; 1 of 2
Project Norfft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 49.3 ft.
Top of Casing 52.25 ft.
Screen: Dia 1'm¦
Casing: Dia 1ln-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat Clark Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft-
Water Level Initial
Length
Length .1%
Proj. No.
. East
100376
14.0 ft.
5.5 ft.
North _
Static
Type/Size PVC/.010 in.
Type JPVC
Diameter
2.5 in.
Rig/Core
Geoprobe/4 ft. core barrel
Method _9£!I
Brady Ansley, PG oa(e
1/28/04
Driller « AM
License No.
TXPG735
COMMENTS
® &
Q
s|
G B
£L g-
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> 3S
jj ^
us
n
CL
0.0-4.0' Sandy Clay, reddish black, slightly hard,
damp to moist, fill material with gravel and shell
fragments, no odor.
4.0-9.0" Sandy Clay, very dark gray, hard, damp, fill
material with gravel and a very mottled and disturbed
appearance, no odor.
CL
-49.29
-48
-46
-44
-42
10
12
14-
16
18
20
CL
CL
9.0-12.0' Sandy Clay, (25% very fine-grained sand),
mottled light olive brown and gray, slightly hard, damp,
moderate odor.
12,0-14.0' Sandy Clay, (45% very fine-grained sand),
light gray, soft, wet, moderate odor.
14.0-19.5' Silty Sand, (15% silt), light greenish gray,
soft, water saturated, strong odor.
SM
-40
—38
-36
-34
-32
-30
CL
19.5-25.0' Clay, motfled yellowish red and light gray,
very hard, dry to damp, faint odor.
Continued Next Page
002907
-------
Drilling Log
Monitor Well G5-1
Page: 2 of 2
Project North Cavalcade Suporfund Owner TCB3
Location 2077 Cavalcade, Houston, TX Pro]. No- 700376
Sham
002908
-------
Drilling Log
Shaw
Monitor Well
G5-2
Page: 1 of 2
Project North Cavalcade Superfurid
Location 20! 1 Cavalcade, Houston, TX
Owner TCEQ
Total Hole Depth
Water Level Initial
Length
Length
32.0ft
25.0 ft.
Surface Elev. R-
Top of Casing
Screen: Dia ? &>¦
Casing: Dia *
Fill Material Bentonite, filter sand.
Drill Co. EPA _
Driller Pat Clark Log By Brady Ansley, PG
North-
Static
Pro). No.
__ East
100376
5.7 ft.
. Diameter
2.5 in.
22 ft.
Type/Size
Type
PVC/.010 in.
Rig/Core Gcoprobe/4 ft. core barrel
Method OPT"
Checked By fttfsse// Perry, PG
License No.
_ Date JMm
TXPG735
DrillerJL
NA
COMMENTS
Q
£> £
0L. &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
> £-
Ui
0.0-4.0* Sandy Clay, reddish black, slightly hard,
damp to moist, fill material with gravel and shell
fragments, no odor.
CL
i_ 6
4.0-9.0' Sandy Clay, very dark gray, hard, damp, fill
material with gravel and a very mottled arid disturbed
appearance, no odor.
CL
10
12
14
16
18
20
CL
CL
9.0-12.0' Sandy Clay, (25% very fine-grained sand),
mottled light olive brown and gray, slightly hard, damp,
moderate odor.
12.0-14.0' Sandy Clay, (45% very fine-grained sand),
light gray, soft, wet, moderate odor.
14.0-19.5' Sllty Sand, (15% silt), light greenish gray,
soft, water saturated, strong odor.
-49.24
-48
-46
-44
"42
-40
SM
-38
-36
-34
-32
-30
CL
19.5-25.0' Clay, mottled yellowish red and light gray,
very hard, dry to damp, faint odor.
Continued Next Page
002909
-------
Drilling Log
Monitor Well G5-2
Page: 2 of 2
Projsct North Cavalcade Superfhnd Owner TCEQ
Location 207 1 Cavalcade, Houston, TX proj f\j0 100376
Shaw
002910
-------
Drilling Log
Shaw
Monitor Well
G6-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
Surface Elev. ^9.3 ft. -|-otal Hole Depth 34.0 ft
Top of Casing 52.37 ft. water Level Initial
Screen: Dia 1 Length
Casing: Dia JjQi Length
13.0 ft.
North _
Static
Proj. No.
East
100376
5.9ft. Diameter 2.5in.
10 ft.
12ft.
Type/Size
Type
PVC/.010 in.
Fill Material
Drill Co. EPA
Driller Pat Clark
Bentonite, fitter sand.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Log By Brady Ansley, PG
Date
1/21/04
DrillerJi NA
Checked By Russell Perry, PG
License No.
TXPG735
COMMENTS
1-5-
5 E
9 I
£L &
£¦ o
e-j
o
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 4
10
12
2
14
- 16
18 H
- 20
n
ItiAlA M5
0.0-3,0' Silty Clay, dark grayish brown, slightly hard,
black organics from 2,5 to 3", shell fragments and glass,
no odor.
3.0-7.0' Sandy Clay, (20% very fine-grained sand),
grayish brown, slightly hard, moist, no odor.
CL
7.0-13.0' Sandy Clay, (20% very fine-grained sand),
light gray, soft, wet, no odor.
-49.28
-48
-46
-44
-42
CL
13.0-20.0' Sand, paie yellow, very fine-grained, soft,
water saturated, moderate odor.
SP
-40
-38
-36
-34
-32
—30
CL
20.0-24.0' Clay, red, very hard, dry to damp,
moderate odor.
Continued Next Page
002911
-------
Drilling Log
Monitor Well G6-1
ShSSW*** Page: 2 of 2
Project North Cavalcads SuperfwvS Owner 7C£"Q
Location Cavalcade, Houston, TX pfoj. No. 100376
®s
Q
D E
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
22
24
26
28
30
32
34
36
38
40
42
44
46
48
ML
SM
24.0-24^ Silt, red, water saturated, strong_odor.
__24.5-2%0'_ Clayj-ed^hart.strongodor.
25,0-27.0' Silt, red, water saturated, strong odor, light
sheen at 26", thin line of black NAPL at 27'.
27.0-30.5* Silty Sand, {15% silt), red, very
fine-grained, water saturated, strong odor, sheen from
28 to 30'.
30.5-33.5' Silty Sand, (15% silt), red, very
fine-grained, water saturated, strong odor, light sheen.
SM
CL
33.5-34.0' Clay, red, very hard, dry, strong odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002912
-------
Drilling Log
Shaw
Monitor Well
G6-2
Page: 1 of 2
Project North Cavalcade Superfund
Location Cavalcade, Houston, TX
Owner TCEQ
Surface Etev. 49.2 ft.
Top of Casing 52.78ft.
Screen: Dia J. !P.-
Casing: Dia ? s.
_Q)
VU
- 2
10
12
14
- 16 -
18
20
CL
ML
0.0-3.0' Silty Clay, dark grayish brown, slightly hard,
black organics from 2.5 to 3', shell fragments and glass,
no odor.
3.0-7.0' Sandy Ciay, {20% very fine-grained sand),
grayish brown, slightly hard, moist, no odor.
CL
7.0-13.0' Sandy Clay, (20% very fine-grained sand),
tight gray, soft, wet, no odor.
-49.23
-48
-46
-44
-42
CL
13.0-20.0' Sand, pale yellow, very fine-grained, soft,
water saturated, moderate odor.
SP
-40
-38
-36
-34
-32
-30
a
20,0-24.0' Ciay, red, very hard, dry to damp,
moderate odor.
Continued Next Page
002913
-------
Drilling Log
Shaw
Monitor Well G6-2
Page: 2 of 2
Project Aforfft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. "f00376
©
O E
S"
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
Continued
24
3-
26
28
30
32
34
36 -
38
40
42
44 -
46
48
ML
_24.J3-£4jy_ Si It, red, water saturated^ §trong_odor.
_24.5-25Xl_'_ Clay, rod^hard.^trong odor.
25.0-27.0' Silt, red, water saturated, strong odor, light
sheen at 26", thin line of black NAPL at 27".
27.0-30.5' Silty Sand, (15% silt), red, very
fine-grained, water saturated, strong odor, sheen from
28 to 30".
SM
SM
Ci_
30.5-33.5' Silty Sand, (15% silt), red, very
fine-grained, water saturated, strong odor, light sheen.
33.5-34.0' Clay, red, very hard, dry, strong odor.
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-6
002914
-------
Drilling Log
Shaiw
Monitor Well
G7-1
Page: 1 of 2
Project NorOi Cavalcade Superfund
Location / Gsvslcsde, tiouston, T^C
Owner
TCEQ
Surface Elev. 48.4
Top of Casing 51.86 ft.
Screen; Dia _L£L__
Casing: Dia . ?,.£?•
Total Hole Depth 34.0 ft.
Water Level Initial ^2.4
Length .JSLfL
Length
North _
Static
Proj, No. 100376
East
5-4 ft- Diameter 2-5 In.
11ft.
Type/Size
Type pvc
PVC/.OIOin.
DPT
Fin Material Bentonite, filter sand.
Drill Co. EPA Method
Driller Pat clark Log By Brady Ansley, PG
Checked By Russell Perry, PG
Rig/Core Geoprobe/4 It. core barrel
Date
1/21/04
Driller JL
NA
License No.
TXPG735
COMMENTS
CL
> £
Q £
A Q.
Q- Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
12
18
20
CL
ML
0.0-2.0' Silty Clay, grayish brown, moist, clay fill, no
odor.
2.0-12.4' Sandy Clay, {20% sand), light oiive brown,
soft, wet, no odor.
-48.38
-48
-46
CL
2.
14
16 -
SP
SP
12.4-14.5' Sand, pale yellow, very fine-grained, soft,
water saturated, no odor.
SP
14.5-18.0' Sand, olive yellow, very fine to
fine-grained, soft, water saturated, no odor.
18.0-20.8' Sand, light brownish gray, very
fine-grained, loose, water saturated, faint odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002915
-------
Drilling Log
Shaw
Monitor Weil
G7-1
Page: 2 of 2
Project North Cavafcacfe Superfund
Owner TCEQ
Location 20/f Cavalcade, Houston, TX
Pro). No. 100376
Q ~
S i
S £
D E
a. S;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
- 26 -
28
30
32
34
36
38
- 40
42
44
46 -
48
J
Continued
20.8-23.5' Clay, weak red, very hard, dry to damp,
weak to moderate odor.
23.5-24.0' Cfay, reddish yellow, hard, damp, moderate
^ odor. :
24.0-25.5' Silt, reddish yellow, water saturated,
moderate to strong odor, very small NAPL droplets at
1 24 and 251 I
1 J?5.5-26_;01C|ayvfeddist) ^enow^djniR,. moderate_qdor._ _|
26.0-27.0' Silt, reddish yellow, water saturated, strong
_<^gr,^heen_and_very ^malXNAPL^drqplets at 27
~27.0-31T6' Silty Sand, (20% silt, trace clay), reddish -
yellow, very fine-grained, soft, water saturated, strong
odor, light metallic sheen at 27.5", 29", and 30*.
SM
31.0-34.0' Clay, reddish yellow, very hard, dry to
damp, thin silty stringers at 31.5,32, and 33', faint
odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002916
-------
Drilling Log
Shaw
Monitor Well
G7-2
Page; 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
51.73 ft,
1 in.
Total Hole Depth
Water Level Initial
Length JSJL—
Length _22ft
34.0 ft.
Surface Elev.
Top of Casing
Screen: Dia .
Casing: Dia _l£L
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat Clark Log By Brady Ansley, PG
Checked By Russell Perry, PG
Pro], No.
East
100376
24.0 ft.
5-5 ft. Diameter 2.5 in.
North.
Static
Type/Size PVC/.010 in.
Type pvc
Rig/Core Geoprobe/4 ft core barrel
Method
Date
1/21/04
Driller JL
NA
License No.
TXPG735
COMMENTS
a E
o. £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
10
12
14
16
18
20
CL
ML
0.0-2.0' Sifty Clay, grayish brown, moist, clay fill, no
odor.
2.0-12.4' Sandy Clay, (20% sand), light olive brown,
soft, wet, no odor.
S.49
CL
SP
SP
12.4-14.5' Sand, pale yellow, very fine-grained, soft,
water saturated, no odor.
SP
14.5-18.0' Sand, olive yellow, very fine to
fine-grained, soft, water saturated, no odor.
18.0-20.8' Sand, light brownish gray, very
fine-grained, loose, water saturated, faint odor.
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002917
-------
Drilling Log
Shaw
Monitor Well G7-2
Page; 2 of 2
Project Afortft Cavalcade Superfund
Location 2®*? Cavalcade, Houston, TX
Owner TCEQ
Proj. No, 109376
o ^
Q £
0- Q.
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
2
26
28
30
32
34
36
38
40 -
42
44
46 -
48
SM
Continued
20.8-23.5' Clay, weak red, very hard, dry to damp,
weak to moderate odor.
23.5-24.0' Clay, reddish yellow, hard, damp, moderate
T _odqr. f
24.0-25,5' Silt, reddish yellow, water saturated,
moderate to strong odor, very small NAPL droplets at
1 J24 and 25\. j
^S.MejJ^Clayjeddi ^^^ow^dam^m^j^ratejqdor.^ j
26.0-27.0' Silt, reddish yellow, water saturated, strong
odor^heen andveQ? s|raH_NAPL,droplets at 27V /
"27.0-31.0' Silty Sand, {20% silt, trace clay), reddish
yellow, very fine-grained, soft, water saturated, strong
odor, light metallic sheen at 27.5", 29', and 30'.
31.0-34.0' Clay, reddish yellow, very hard, dry to
damp, thin silty stringers at 31.5, 32, and 33', faint
odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002918
-------
Drilling Log
Shaw
Monitor Well
G9-1
Page; 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston TX
Surface Elev,
Owner
TCEQ
47.9 ft.
Top of Casing *7.64 ft.
Screen; Oia JLSL
Casing; Dia 1 ln•
Fill Material Berttonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By RussoS Pony, PG
Total Hole Depth
Water Level Initial
Length 10 ft
Length
32.0 ft.
13.0 ft.
North.
Static
Proj. No.
East
100376
1-2 ft. Diameter 2.5 in.
11ft
Type/Size
Type pvc
PVC/.010in.
Rig/Core Geoprobe/4 ft. core barrel
Method ..PFI.
Heidi Woelfel, PG pate
1/26/04
nrilter it 54834M
License No.
TXPG735
COMMENTS
g e
d- a
S-O
a _i
O '
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
2 -
10
12
2
h 14
16
18
20
0.0-8.0' Silty Clay, (25 to 45% silt), dark gray to brown
with depth, soft, moist to wet, rio odor.
SM
8.0-12.0' Silly Sand, (30 to 40% silt), brownish yellow,
fine-grained, very well sorted, soft, moist, increasing
clay content with depth, no odor.
12.0-16.0' Silty Sand, gray, soft, water saturated at
13', silt decreases with depth, no odor.
SM
SP
CL
16.0-20.0' Sand, (trace silt), gray, fine-grained, loose
to soft, water saturated, glauconitic staining, none to
faint odor with depth.
20.0-24.0' Clay, yellowish red, hard, moist, no odor.
Continued Next Page
-47.1
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002919
-------
Drilling Log
Sham-
Monitor Welf G9-1
Page: 2 of 2
Project Aforfft Cavalcade Stiperfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Pro], No.
100376
f-
Q
:> C2.
^ E
S £
Q. S
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 22
24
26
28
30
32
34
36
38
40
42
44
46
48
Continued
CL
CL
SM
CL
24.0-25.0' Siity Clay, yellowish red, soft, wet faint
odor.
25.0-27.5' Clay, {20% silt), red and gray, hard, moist,
no odor.
"27.5-31.0' Sflty Sand, (20 to 40% silt), yellowish red,
fine-grained, very well sorted, soft, water saturated,
weak odor, light sheen at 30", heavy black staining at
30".
31.0-32.0' Clay.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002920
-------
Drilling Log
Shaw
Monitor Well
G9-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 1 Cavalcade, Houston, TX
Owner
TCEQ
47.84 ft.
Surface Elev. 47,9 ft.
Top of Casing
Screen: Dia ^'n¦
Casing: Dia 1 "m-
Fill Materia! Bentonite, filter sand
OriH Co. Strata Core, Inc.
Driller Micheal Bridges |_0g By Heidi Woelfel, PG
Total Hole Depth 32.0 ft
Water Level Initial
Length 5 ft,
Length
27.5 ft.
27 ft.
North
Static _
Type/Size
Type pvc
Proj. No.
East
100376
1-8 ft. Diameter 2.5in.
PVC/,010 in.
Rig/Core GeoprobaM ft. core barrel
Method
DPT
Checked By Russell Perry, PG
License No.
Date _l/2&04
TXPG735
Driller JL
54834M
COMMENTS
~
Q £
a. n.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the OSCS.
n
0.0-8.0' Sllty Clay, (25 to 45% silt), dark gray to brown
with depth, soft, moist to wet, no odor.
-47.86
-46
- 4
10
12
14
- 16 -
- 18 -
20
SM
8.0-12.0' Sllty Sand, (30 to 40% silt), brownish yellow,
fine-grained, very wei! sorted, soft, moist, increasing
clay content with depth, no odor.
12.0-16.0' Silty Sand, gray, soft, water saturated at
13', silt decreases with depth, no odor.
SM
SP
CL
16,0-20.0' Sand, (trace silt), gray, fine-grained, loose
to soft, water saturated, glauconitic staining, none to
faint odor with depth.
20.0-24.0' Clay, yellowish red, hard, moist, no odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002921
-------
Drilling Log
Shaw
Monitor Well G9-2
Project Narth Cavalcade Superfund
Owner TCEQ
Page: 2 of 2
Location 20? f Cavalcade, Houston, TX
Pro], No. 100370
o £
Q
Q £
fT fit-
£L ex.
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
2
28
30
32
34
36
38
40
42
44
46
48
Continued
24.0-25.0' Siity Clay, yellowish red, soft, wet, fafnt
odw.
25.0-27.5' Ciay, (20% sift), red and gray, hard, moist,
no odor.
27.5-31.0' Silty Sand, (20 to 40% silt), yellowish red,
fine-grained, very well sorted, soft, water saturated,
weak odor, light sheen at 30', heavy black staining at
30'.
31.0-32.0' Clay.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-6
-4
002922
-------
Drilling Log
Shaw
Monitor Well
H18-1
Page: 1 of 2
Project North Cavalcade Superfund
Location Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 4S-0H
Top of Casing 47.76 ft.
Screen: Dia
Casing: Dia 1
Fill Materia! Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 24.0 ft
Water Level Initial
Length
Length
12.0 ft.
11ft.
North
Static
Type/Size
Type
Proj. No. 100376
East
3.0 ft. Diameter 2.5 in.
PVC/.010in.
Rig/Core Geoprobe/4 ft core barrel
Method DPT
Heidi Woelfei, PG pate
1/16/04
Driller # 54S34M
License No.
TX PG735
COMMENTS
0
Q
^ £
Q E
CL &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USOS,
- o
2 -
z
4
10
SL
12
14
16 -
18
20
n
0.0-4.0' Silty Clay, (40% silt), brown, soft, moist, no
odor.
-47.97
wmm
mmn
4.0-8.0' Silty Clay, (50% silt), light reddish brown, soft,
moist, no odor.
mmmm
W>MWL
8.0-12.0' Silty Clay, (30% silt), soft, moist, silty sand
at 12*, no odor.
SM
SM
SM
~12.0-16.0* Silty Sand, (30% silt), light gray, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, no odor.
16.0-20.0' Silty Sand, {30% silt), very fine to
fine-grained, very well sorted, loose to soft, water
saturated, silt lens from 19 to 19.5', no odor.
"20.0-21.0* Silty Sand, (40% silt), fine-grained, veiy
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002923
-------
Drilling Log
Shaw
Monitor Well H18-1
Page: 2 of 2
Project Wo/ft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Proj, No. 100376
¦> S3.
£ e
Q E
S- o
E-J
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22 -
24
26
28
30
32
34
36
38
40
42
44
46
48
Continued
21.0-24.0* Silty Clay, (30% silt), hard, moist, no odor.
sc
sc
-26
24.0-27.0' Silty Clay, (46 to 60% sift), soft, moist to
wet, interbedded silty clay and clayey silt, faint odor.
-24
27.0-28.0' Clayey Silty Sand, (60% clay and silt), very
fine-grained, soft to slightly hard, moist, faint to
^ moderate odor f
28.0-30.0' Clayey Silty Sand, (45% clay and silt),
fine-grained, soft, water saturated, moderate odor,
light sheen.
~30.Cj~32—0r Silty Cliy, (60% sflt), slightly hard, moist,™ —
interbedded silty clay and clayey silt, moderate odor,
thin line of black NAPL droplets at 31".
-22
-20
-18
-16
-14
-12
-10
002924
-------
Drilling Log
Shaw
Monitor Well
H18-2
Page: 1 of 2
Project Wort/; Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.911.
Top of Casing 47.75 ft.
Screen: Dia 1 in.
Casing: Dia 1 m-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Michea! Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length 5 ft
Length 2,/ tl-
32.0 ft.
280 ft.
North _
Static
Pro). No. 100376
East
3.3 ft.
. Diameter
2.5 in.
Type/Size
Type pvc
PVC/.010 in.
Rig/Core Geoprobe/4 ft core barrel
Method OPT
Heidi Woelfei, PG pa(e
1/21/04
DriH^r it 54834M
License No.
TXPG735
COMMENTS
o £
cl §;
£-0
o :
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
£ it:
jg'
UJ
- 8
10
12
- 14 -
16
18 -
20
mm
WM
WMw
Pmm
wmw
WMi
PAmU
mititl
WM*M
WM
W$M
wMim
WWm
mwm
wfflm
WMl
IIP
Wsm
W0M
Wmv*
Hi
wMM
mWm
lilt
0.0-4.0' Silty Clay, {40% silt), browri, soft, moist, no
odor.
-47.91
-46
4.0-8.0' Silty Clay, {50% silt), light reddish brown, soft,
moist, no odor.
8,0-12.0' Silty Clay, (30% silt), soft, moist, silty sand
at 12', no odor.
SM
12,0-16.0' Silty Sand, <30% silt), light gray, very fine
to fine-grained, very well sorted, loose to soft, water
saturated, no odor.
16.0-20,0' Silty Sand, (30% silt), very fine to
fine-grained, very well sorted, loose to soft, water
saturated, silt lens from 19 to 19.5', no odor.
SM
SM
20.0-21.0' Silty Sand, (40% silt), fine-grained, very
J^^sorted, j^iWet^no jxlon
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002925
-------
Drilling Log
Monitor Well H18-2
Page: 2 of 2
pr0ject North Cavalcade Superfund Owner TCEQ
Location 20/1 Cavalcade, Houston, TX Proj, No. 100376
Shaw
002926
-------
Sluiw
Drilling Log
Monitor Well
H22-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f f Cavalcade, Houston, TX
Owner
TCEQ
48.42 ft.
Surface Elev. 48.6 ft.
Top of Casing
Screen: Dia ln-
Casing: Dia 1 in-
fill Material
Drill Co. Sfrafer Core, Inc.
Driller' MlcheatBridges
Checked By Russell Perry, PG
Total Hole Depth
Water Levei Initial
Length J.9JI:
Length
22.0 ft.
12.0 ft.
North.
Static
Pfoj. No.
East
100376
4.8 ft.
. Diameter
2.5 In.
12 ft
Type/Size
Type pvc
PVC/.010 in.
Bentonlte, filter sand.
Rig/Core Geoprobe/4 ft. core barrel
Method op.L.
Log By Brady Ansley, PG
Date
1/19/04
nrillar it 54834M
License No.
TXPG735
COMMENTS
5 E
Q §
Q- CL
S-o.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
lii
n
- 2 -
4 -
6 -
10
12
2
14
- 16 -
18
- 20
W?&
mm
mm
mm
WM
mm
>5/555
ffijm
0.0-3.0' Siity Clay, (30% siit), brown, soft, damp, no
odor.
3.0-4.0' No Recovery.
48.59
-48
-46
CI
4.0-5.5' Sandy Clay, (30% very fine-grained sand),
yellow, soft, damp, no odor.
sc
sc
5.5-8.0' No Recovery.
8.0-9.0' Clayey Sand, (40% clay), light gray, very
_fme-gram£d;_soft, wot,_rio_odor. _
9.0-12.0' Clayey Sand, (40% clay), light gray, very
fine-grained, slightly hard, moist, no odor.
SP
12.0-12.5' Sand, pale yellow, very fine-grained, water
1 saturated ,_no odor.
12.5-14.2' Sandy Clay, (20% very fine-grained sand),
pale yellow, slightly hard, moist, no odor.
14.2-16.0' Sand, pale yellow, very fine-grained, well
sorted, loose, water saturated, becoming iron stained
with depth, no odor.
16.0-19.8' Sand, pale yellow, very fine-grained, water
saturated, no odor.
SP
1 19.8-20.0' Ciay, light red and light greenish gray,
_hard JampJpjrast jio odor.
-44
-42
-40
-38
-36
-34
-32
-30
-28
Continued Next Pag®
002927
-------
Drilling Log
Shaw
Monitor Well H22-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
Proj. No. 100376
-------
Straw
Drilling Log
Monitor Well
H22-2
Page: 1 of 2
Project Worth Cavalcade Supgrfund
Owner
TCL'O
Location 20f 1 Cavalcade, Houston, TX
Surface Elev. 48.5 ft.
Total Hois Depth 32.0 ft
Water Level Initial
Length 5 ft.
Length
28 ft.
Top of Casing ff-32 ft
Screen: Dia 1 in-
Casing: -ML.——-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller M"icheal Bridges |_og By Brady Anslsy, PG
Checked By Russell Perry, PG
28.0 ft.
4-8 ft. Diameter 2. Sot.
North _
Static
Type/Size PVC/.010 in.
Type W
Pro). No. 700376
East
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
License No.
_ Date 1/19/04
TXPG735
Driller J 54834M
COMMENTS
5 |
o e
fT °-
Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 6
- 8 -
10
12
14
16
18
20
CL
ML
0.0-3.0' Sifty Clay, (30% silt), brown, soft, damp, no
odor.
3.0-4.0' No Recovery.
4 0"575' Sandy Clay, {30%~very fine-grained sand),
yellow, soft, damp, no odor.
5.5-81)' No Recovery.
-48.48
-48
-46
SC
sc
SP
8.0-9.0' Clayey Sand, (40% clay), light gray, very
_fme-grairiedLsoft. wet,_no odor.
9.0-12.0" Clayey Sand, (40% clay), light gray, very
fine-grained, slightly hard, moist, no odor.
12.0-12.5' Sand, pale yellow, very fine-grained, water
^ -J§!yrated,jio_odor;
12.5-14.2' Sandy Clay, (20% very fine-grained sand),
pale yeilow, slightly hard, moist, no odor.
~14.2-TCo~ SandT pate yeiiow, very fine-grained", weU
sorted, loose, water saturated, becoming iron stained
with depth, no odor.
"16.0-T9.8~ Sand^ pale yefiowTvery fine-grained, water
saturated, no odor.
SP
1 "19.8-20.0' Clay, light red and light greenish gray,
\ _h§rd,jjai^ tojrolstjio. odor
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002929
-------
Drilling Log
Monitor Well H22-2
SNTIcllnr Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20? f Cavalcade, Houston, TX proj fj0. 100376
o E
e-
cd
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
2
28
30
32
34
36 -
38
40
42
44
-46
48
Continued
20.0-21,5' Sand, light red, very fine-grained, well
sorted, loose, water saturated, sharp basal contact with [
j^^noodor. /
21.5-24,0' Clay, light red, very hard, dry to damp,
becoming silty at 24', no odor.
24.0-26.0' Clayey Slit, {45% clay), Sight red, water
saturated, no odor.
26.0-28,0' Clay, light red, hard, wet silty stringers at
27 and 27.5', no odor.
sp
CL
28.0-31,0' Sand, light red, very fine-grained, loose,
water saturated, faint odor.
31.0-32,0' Clay, light red, very hard, dry, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002930
-------
Drilling Log
Shaw
Monitor Well
H3-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.9 ft
Top of Casing 51.89 ft.
Screen: Dia til-
Casing: Dia 1 m¦
Fill Material Bentonlte, filter sand
Drill Co. ,MP6
Driller Faf Clark tog By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length
Length 10
20.0 ft.
11.0 ft.
4.8 ft. Diameter 2.6 in.
Norths
Static
Type/Size PVC/.010 in.
Type pv£
Proj. No. 100376
East
Rig/Core Geoprobe/4 ft, cere barret
Method J2£Z
Brady Ansley, PG Date
1/20/04
Driller JL
AM
License No.
TXPG735
COMMENTS
Q E
a. g
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
©
Ui
- 10
sz
12
14
16
18
20
n
0.0-4.0' Sandy Clay, (30% very fine-grained sand),
reddish brown, soft, moist, no odor.
CL
4.0-8.0' Sandy day, (30% very fine-grained sand),
reddish brown, soft, wet, faint odor.
CL
8.0-11.0' Clayey Sand, (30% clay), yellow, very
fine-grained, soft, wet, faint odor.
so
SP
SP
CL
CL
11.0-14.5' Sand, gray, fine-grained, soft, water
saturated, faint odor.
14.5-16.0' Sand, gray, very fine-grained, soft, wet, no
odor.
~16.0-1770' Sand, dark gray, very fine-grained, wet,
strong odo^stajning.
17.0-18.0' Sand, black, sharp basai contact with clay,
powerful odoi^ saturatewith black NAPL
18.0-20.0' Clay, red, very hard, strong odor.
20.0-21.0' Clay, red, hard, strong odor.
Continued Next Page
-47.91
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002931
-------
Drilling Log
Monitor Well H3-1
Shaw , or 2
Project North Cavalcade Superfund Owner TCEQ
Location 2011 Cavalcade, Houston, TX proj. No. 100376
JZ
4)
Q
c
o
'S
5 IB.
S E
o
O
QE*
a Jl
Samole
Graphic
tog
: USCS Class,
Description
(Color, Texture, Structure)
Geologic Descriptions are Based or> the USCS.
Elevation
(ft.)
- 22 -
1
s u
CL
Continued
21 -0-2Sifty^and, ^ed.w^t^strong odor^sheen.
21.5-23.5' Clay, red, hard, damp, wet sandy stringer
at 23', sheen present at 23", strong odor.
-26
- 24 -
- 26 -
SP
23.5-27.0* Sand, red, very fine-grained, loose, water
saturated, clay lenses, strong odor, sheen.
—24
-22
- 28 -
SP
27.0-30.0' Sand, red, very fine-grained, water
saturated, strong odor, sheen throughout with black
NAPL droplets at 29.5".
-20
- 30 -
-18
CL
30.0-30.5' Clay, red, strong odor, staining at 30.5*.
- 32 -
-16
- 34 -
-14
- 36 -
-12
- 38 -
-10
- 40 ~
—8
- 42 -
-6
~ 44 -
-4
- 46 -
-2
- 48 -
-0
002932
-------
Drilling Log
Shaw
Monitor Well
H3-2
Page: 1 of 2
Project North Cavalcade Superfund
Location ''011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.7 ft
Top of Casing 51.31 ft.
Screen: Dia 1 "m-
Casing: Dia ? m-
Fill Materia]
Drill Co. EPA
Driller Pai? Clark
Totai Hole Depth 30.5 ft.
Water Level Initial
Length
Length
Proj. No.
East
100376
23.5 ft.
4.9 ft.
20.5 ft
North .
Static
Type/Size PVC/.010 in.
Type pvc
. Diameter
2.5 in.
Bentonite, Mer sand.
Rig/Core Geoprobe/4 ft core barrel
Method
DPT
Log By Brady Ansley, PG
Date
1/20/04
DrillerJL
NA
Checked By #»sse// Perry, PG
License No.
TX PG735
COMMENTS
Q £
£L s
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
>5S
©
tu
- 2 -
- 4
10
12
14
- 16
18
20
n
0.0-4.0' Sandy Clay, (30% very fine-grained sand),
reddish brown, soft, moist, no odor.
ci
-47.73
-46
4.0-8.0' Sandy Clay, (30% very fine-grained sand),
reddish brown, soft, wet, faint odor.
CL
8.0-11.0' Clayey Sand, (30% clay), yellow, very"
fine-grained, soft, wet, faint odor.
sc
SP
SP
CL
CL
11.0-14.5' Sand, gray, fine-grained, soft, water
saturated, faint odor.
14.5-16.0' Sand, gray, very fine-grained, soft, wet, no
odor.
16.0-17.0' Sand, dark gray, very fine-grained, wet,
strong odor, staining.
17.0-18.0" Sand, black, sharp basal contact with clay,
powerful odor, saturated with black NAPL.
18.0-20.0' Clay, red, very hard, strong odor.
20.0-21.0' Clay, red, hard, strong odor.
Continued N@xt Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002933
-------
Drilling Log
til2«SX5r< Monitor Well H3-2
iSVIillltF Page: 2 of 2
Project Aforth Cavalcade Superfund owner TCEQ __
Location Cava/cacfe, Houston, TX Proj. No. 100376
&
§"E
O
well
Completion
PID
(ppm)
Sample
Graphic
Log
uses Class,
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Elevation
(ft.)
- 22 -
2
=
^iff
SM
CL
Continued
21.0-21.5' Silty Sand, red, wet, strong odor, sheen.
21.5-23.5' Clay, red, hard, damp, wet sandy stringer
at 23', sheen present at 23', strong odor.
-26
- 24 -
E
23.5-27.0' Sand, red, very fine-grained, loose, water
saturated, day lenses, strong odor, sheen.
-24
- 26 -
=
SP
-22
- 28 -
E
SP
27.0-30.0' Sand, red, very fine-grained, water
saturated, strong odor, sheen throughout with black
NAPL droplets at 29.5'.
-20
- 30 -
E
-18
-—
1
1
CL
30.0-30.5' Clay, red, strong odor, staining at 30.5'.
- 32 -
-16
- 34 -
-14
- 36 -
-12
- 38 -
-10
- 40 -
-8
- 42 -
-6
- 44 -
-4
- 46 ~
-2
- 48 ~
-0
-
002934
-------
Drilling Log
Snaw
Soil Boring
H4-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface El ev, NA
Top of Casing NA
Screen: Oia
Casing: Dia NA
Fill Material Bentonlte,
Drill Co. Strata Core, Inc.
Driller Micheal Bridges
Checked By Russell Perry, PG
Total Hole Depth 36-0 ft.
Water Level Initial
Length NA
Length
14.0 ft.
NA
NA
North.
Static
Type/Size
Type !jA
Pro], No.
East
100376
. Diameter
2. Sin.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Log By Brady Ansley, PG Date 1/12/04 Drills u 54834M
License No.
COMMENTS
Q E
Q. &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
10
12
-MS)
16
- 18
20
iiiii
0.0-4.0' Silty Clay, (15% silt), very dark grayish brown, slightly hard,
damp to moist, no odor.
mm
mm
WMh
UWM
%mxm
WffiM
wmm
S9S9SSS&
mtm
Wmn
i mM
iiiii
CL
CL
4.0-6.5' Silty Clay, (25% silt), mottled brown and greenish gray, soft,
moist to wet, moderate odor.
6.5-8.0' No Recovery.
SP
8.0-9.8* Clayey Sand, (15% clay, trace silt), dark gray, very fine-grained,
well sorted, loose to soft, moist, moderate odor.
9.8-12.0' No Recovery.
12.0-14.0' Sand, (trace silt and clay), greenish gray, very fine-grained,
weil sorted, soft, wet, moderate odor.
SP
SP
SP
14.0-16.0' Sand, (trace silt), gray, very fine-grained, well sorted, soft, wet
to water saturated, strong odor, black staining with NAPL globules from
14.3 to 14.9', and sheen from 14.6 to 14.9",
16.0-20.0~ SandT (trace slit)j black. orange, and gray7very fine-grained,
weli sorted, loose to soft, water saturated, powerful odor, very heavy
sheen and NAPL from 16 to 16.5', orange iron-stained from 16.5 to 17.8',
dark gray from 17.8 to 20'.
20.0-21.8' Sand, black, very fine-grained, weli sorted, loose to soft,
powerful odor, saturated with free NAPL from 20 to 21.5', less saturated
Continued Next Page
002935
-------
Drilling Log
Chl*SSuM« Soil Boring H4-1
OflCllnr'' Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20lf Cavalcade, Houston, TX pIOj n0 100376
002936
-------
Drilling Log
Shaw
Monitor Well
H5-1
Page: 1 of 2
Project Afortft Cavalcade Superfund
Location 207? Cavalcade, Houston, TX
Owner TCEQ
Surface Elev, 49?0
Top of Casing 52.04 ft.
Screen: Dia ? in.
Casing: Dia 1 "m-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat Clark Log By
Checked By Russell Peny, PG
Total Hole Depth
Water Level initial
Length ^
Length
22.0 ft.
Proj. No.
East
100376
13.2 ft.
$-4 ft- Diameter 2.5 in.
12 ft.
. North _
.. Static
Type/Size PVC/.010 in.
. Type
Rig/Core Geoprobe/4 ft core barrel
Method OPT
Brady Ansley, PG pat© 1/20/04
. License No. PG735
Drillerit M.
COMMENTS
9 £
o- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
SE
ffi
UJ
- 6
10
12
2
14
16
18 -
20
n
CL
CL
CL
0.0-3.0" Clay, dark reddish brown, moist, fill material.
3.0-4.0' Sandy Clay, (25% very fine-grained sand),
light brown,_sljg htly hard J^j^M/reakjodor,
4.0-7.0' Sandy Clay, (25% very fine-grained sand),
light brownish gray, slightly hard, moist to wet, faint
odor.
sc
CL
SC
SP
7.0-8.0' No Recovery.
~sTo-10.5'"ClayeySandT(20%day), gray"very-
fine-grained, wet, moderate odor.
10.5-12.0* Sandy Clay, (20% very fine-grained sand),
light olive brown, hard, moist, faint odor.
"12.0 1372" ClaytTy Sand,~{20% clay), mottled light olive
brown to pinkish gray, slightly hard, moist, faint odor,
"llO-TCo"Sanci light yreeni¥h~gray, very
fine-grained, loose to soft, water saturated, faint odor.
16.0-20.0' Sand, light greenish gray, very fine to
fine-grained, soft, water saturated, moderate odor.
48.97
-48
-46
-44
-42
-40
SP
SP
"20.0-21.5' Sand, light greenish gray, fine-grained,
water saturated, strong odor.
Continued Next Page
-38
-36
-34
-32
-30
-28
002937
-------
Drilling Log
Monitor Well H5-1
iSsMnMV Page: 2 of 2
Project North Cavalcade Superfund owner TCEQ
Location 20?? Cavalcade, Houston, TX Pmj Mn 10037$
v>
o
002938
-------
Drilling Log
Shaw
Monitor Well
H5-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f f Cavalcade, Houston, TX
Owner
TCEQ
52.06 ft.
25.0 H.
Surface Efev. 48.9 ft
Top of Casing
Screen: Dia 1 in-
Casing: Dia AM.
Fill Material Bentonite, filter sand.
Drill Co. EpA
Driller PClwii Loq By &r@dy Ansloy, i~'G
Total Hole Depth 32.0 ft
Water Level Initial
Length
Length
North _
Static
Pro], No.
East
100376
5.7 ft
. Diameter
Z5in.
22 ft.
Type/Size
Type .M
PVC/.OIOin.
Rig/Core
Geoprobe/4 ft core barrel
Method
DPT
Checked By Russell Perry, PG
License No.
__ Date MM*
TX PG73S
Driller J OL
COMMENTS
Q
Q £
o- s
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
6 -
CL
CL
CL
10
12
14
16
18
20
sc
CL
SC
SP
0.0-3.0' Clay, dark reddish brown, moist, filf material.
3.0-4.0' Sandy Clay, (25% very fine-grained sand),
light brown ,_slightly hard, momt^weak odor.
~4.0-7.0~Sandy Clay, (25% very fine-grained sand),
light brownish gray, slightly hard, moist to wet, faint
odor.
7.0-8.0' No Recovery.
8.0^10.5' Clayey Sand, (20% clay), gray, very
fine-grained, wet, moderate odor.
10.5-12.0' Sandy Cfay, (20% very fine-grained sand),
light olive brown, hard, moist, faint odor.
12.0-1372' Clayey Sand, (20% clay), mottled light olive
brown to pinkish gray, slightly hard, moist, faint odor.
13.2-16.0' Sand, light greenish gray, very
fine-grained, loose to soft, water saturated, faint odor.
16.0-20.0' Sand, light greenish gray, very fine to
fine-grained, soft, water saturated, moderate odor.
-48.94
-48
-46
-44
-42
SP
SP
20.0-21.5' Sand, light greenish gray, fine-grained,
water saturated, strong odor.
Continued Next Page
-40
-38
-36
-34
-32
-30
-28
002939
-------
Drilling Log
Shaw
Monitor Well H5-2
Page: 2 of 2
Project North Cavalcade Superfunct Owner TCEQ
Location 20? 1 Cavalcade, Houston, TX Pro), no. 100376
002940
-------
Drilling Log
Shaw
Monitor Well
H7-1
Page: 1 of 2
Project North Cavalcade Superfimd
Location 20f 1 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.8 ft.
Top of Casing Sp-T8!1;
Screen: Dia * in.
Casing: Dia 1
Fill Material Bentonite, filter sand.
Drill Co, £PA
Driller Pat Clark
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length JOjt
Length ...1?..^
32.0 ft
Proj. No.
East
100376
12.0 it.
Static
4-4Diameter 25 in-
Type/Size
Type
PVC/.OfOin,
Rig/Core Geoprobe/4 ft. com barrel
Method
Log By Brady Ansley, PG
Date
1/28/04
Driller JL
NA
License No.
TXPG73S
COMMENTS
a E
il g
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- o
6 -
- 8 -
10
12-
14
16
18
20 -
0.0-1,5' Sandy Clay, brown, soft, moist, fill material,
cl no odor.
lT5-6"6~Sandy Clay, {30% very fine-grained sand),
dark grayish brown, soft, wet, no odor.
CL
6.0-8.0' Sandy Clay, (30% very fine-grained sand),
CL light gray, soft, moist, no odor.
8XM2.0' "Sandy Way, (25% very fino^rafned sand),
mottled yellow and light gray, no odor.
CL
12.0-16.0' Sand, light gray to pale yellow with depth,
very fine to fine-grained, loose to soft, water saturated,
no odor.
SP
-47.84
-46
SP
16.0-18.6' Sand, light yellowish brown, soft, water
saturated, faint odor, very light stain at 18*.
18.6-18.9' Sand, black, soft, water saturated, sharp
basal contact with clay, moderate odor, stained dark
_W^kwith free NAPL,
18.9-22.8' Clay, mottled yellowish red and light
greenish gray, very hard, dry, faint odor.
. Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002941
-------
Drilling Log
Shaw
Monitor Well H7-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 2071 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
22
24
26
28
30
- 32
34
36
38
40
42
44
46
48
Q E
o. &
SP
SM
CL
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Continued
-j 22.8-23.0' Sandy Clay, (40% very fine-grained sand),
\ Jight greenish jra^sjightjy.hard, damp, nojxiqr.
-j 23.0-24.0' Silty Clay, mottled yellowish red and light
\ _graj',^et, nioderaje o^on light sheen.
24.0-26.0' Clay, mottled yellowish red and light gray,
hard, a wet silty stringer at 25*. moderate odor, light
v. sheenjnsiltystringer.
26.0-27.0' Silty Clay, {35% silt), yellowish red, soft,
jMter^aturatedj strpngjjdqr,.scattered light sheen. _
27.0-28.6" Clayey Silt and Sand, (20% clay, 20%
sand, 60% silt), yellowish red, water saturated, soupy
consistency, strong odor.
28.6-30.5' Silty Sand, (45% sift), yellowish red, very
fine-grained, loose, water saturated, one-inch clay
stringers at 29 and 30', moderate odor.
30.5-32.0' Clay, yellowish red, very hard, dry.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002942
-------
Drilling Log
Shaw
Monitor Weil
H7-2
Page: 1 of 2
Project A/orfft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.8 ft.
Top of Casing 51.11ft
Screen; Dia
Casing: Dia ? m-
Total Hole Depth 32.0 ft.
Water Level Initial
Length 10 ft-
Length
26.0 ft.
North _
Static
Proj. No. 100376
East
5-1 ft- Diameter 2.5 in.
22 ft.
Type/Stee PVC/.010m.
Type PVC
Fill Material Bentonite, filter sand.
Dril! Co, „ Method
Driller Pal Clark Log By Brady Ans/ey, PG
Rig/Core Geoprobe/4 ft. core barrel
OPT
Checked By
Date
License No. Jj^.P^735.
DrilleriL
NA
COMMENTS
O E
Q- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
- 2 -
- 4
10
12
14
- 16 -
18
- 20
CL
0.0-1,5' Sandy Clay, brown, soft, moist, fill material,
no odor.
€£6.0' Sandy Clay, (30%"veryfinegrained sarid)7
dark grayish brown, soft, wet, no odor.
-47.84
-46
CL
CL
6.0-8.0' Sandy Ctay, (30% very fine-grained sand),
light gray, soft, moist, no odor.
8.0-12.0' Sandy Clay, {25% very fine-grained sand),
mottled yellow and light gray, no odor.
CL
12.0-16.0' Sand, light gray to pale yellowwith depth,
very fine to fine-grained, loose to soft, water saturated,
no odor.
SP
SP
JSE-
CL
16.0-18.6' Sand, light yellowish brown, soft, water
saturated, faint odor, very light stain at 18*.
^ 18.6-18.9' Sand, black, soft, water saturated, sharp
j basal contact with clay, moderate odor, stained dark
1_ Wackwith free NAPL, jrietajlicjfheen,
18.9-22.8' Clay, mottled yellowish red and light
greenish gray, very hard, dry, faint odor.
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002943
-------
Drilling Log
Monitor Well H7-2
Page: 2 of 2
Project Afcrfft Cavalcade Superfund Owner TCEQ
Location 201 ? Cavalcade, Houston, TX proj No. 100376
Shaw
002944
-------
Drilling Log
Shaw
Monitor Well
118-1
Page: 1 of 2
Project North Cavafcatfe Superfund
Location 207? Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. &
Top of Casing _4§-06ft.
Screen: Dia _li":
Casing: Dia JULh
Fill Material Bentonite, Alter sand.
Drill co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 24-0
Water Level Initial
Length 13 ft.
Length H
Proj. No.
East
100376
13.5 ft.
3.5 ft
North _
Static
Type/Size PVC/.010in.
Type .pvc
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barret
Method DP?
Heidi Woelfel, PG Date
1/16/04
Driller JL
54834M
License No-
TXPG735
COMMENTS
5 |
Q E
S* C1-
Q- a.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
S «s
Hi
- o -
n
0.0-4.0' Sllty Clay, (35% silt), brown, soft, moist, no
odor.
-iI-19
mum,
4.0-8.0' Silty Clay, (55% silt), soft, moist, iron staining,
no odor.
CL
ML
wmx&L
22282822
10
- 12
2
14
16
18
20
8.0-12.0' Silty Clay, (45% siit), pale red, soft, moist,
increasing silt and sand with depth, no odor.
CL
ML
sc
SM
SM
SM
12.0-13.0' Clayey Sand, (20% clay), very fine to
finegrained^ very weil^qrted^soft, wet, ^ojodor
"13.0-16.0' Silty Sand, (30% silt), light reddish gray,
very fine-grained, very well sorted, loose to soft, wet to
water saturated at 13.5', no odor.
16.0-20.0' Silty Sand, (20% silt), light reddish gray,
very fine to fine-grained, very well sorted, loose to soft,
water saturated, color grades to brownish yellow with
depth, no odor.
20.0-21.0' Silty Sand, (20% silt), brownish yellow, very
fine to fine-grained, very well sorted, loose to soft, water
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
I-28
002945
-------
Drilling Log
Shaw
Monitor Well 118-1
Page: 2 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 20f 1 Cavalcade, Houston, TX
Prqj. No. 1003^6
Q £
o- &
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38 -
40
42
44
46
48
sc
MH
Continued
\_ saturate^ no_odqr.
21.0-24.0' Silty Clay, (30% silt), strong brown, hard,
moist, no odor.
24.0-27.5' Silty Clay, (10 to 40% silt), soft to hard,
moist to wet, interbedded wet silty stringers, faint odor.
27.5-28.0' Silty Clayey Sand, (30% silt and day),
1 Jstrongjxovyn, fine-cjrained, ^(^,_vTCtJ.mqd^atej)dqr.
28.0-30.0' Clayey Silt, (20% clay), soft, water
saturated, moderate odor, light sheen.
30.0-32.0~Silty Clay, (25% silt)7 hard, moist, ~
interbedded sand stringers at 31.5', faint odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002946
-------
Drilling Log
Shaw
Monitor Well
118-2
Page: 1 of 2
Project North Cavalcade Superfund
Location Cavalcade, Houston, TX
Owner TCEG
SurfaceElev, &
TopofGasing 48.01 ft.
Screen: Oia ? 'n-
Casing". Dia ^ 'n-
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges j_0g By Heidi Woelfel, PG
Total Hole Depth 33.0 ft.
Water Level Initial
Length _®JL_
Length
Proj. No.
East
100376
27.5 ft.
3.7 ft. Diameter 2.5 in.
27 ft.
North.
Static
Type/Size PVC/.OIOin,
Type fVC
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Date
1/21/04
DrillerjiL
54834M
Checked By Russell Perry, PG
License No.
TXPG73S
0>
G "~*
10
12
14
16
- 18
20
Q £
COMMENTS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-4.0' Silty Clay, (35% silt), brown, soft, moist, no
odor.
mam
WSHWtM
4.0-8.0' Silty Clay, {55% silt), soft, moist, iron staining,
no odor.
CL
ML
8.0-12.0' Silty Clay, (45% silt), paie red, soft, moist,
increasing silt and sand with depth, no odor.
sc
SM
SM
S M
12.0-13.0' Clayey Sand, (20% clay), very fine to
Yf>ry well j5orted^soft, wet, noodor.
"13.0-16.0' Silty Sand, (30% silt), light reddish gray,
very fine-grained, very well sorted, loose to soft, wet to
water saturated at 13.5', no odor.
18.0-20.0' Silty Sand, (20% silt), light reddish gray,
very fine to fine-grained, very well sorted, loose to soft,
water saturated, color grades to brownish yeliow with
depth, no odor.
20.0-21.0' Silty Sand, (20% silt), brownish yellow, very
fine to fine-grained, veiy well sorted, loose to soft, water
Continued Next Page
=48.11
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002947
-------
Drilling Log
Shaw
Monitor Well 118-2
Page: 2 of 2
Project North Cavalcade Superfund Owner TCF.Q
Location Cavalcade, Houston, TX proj. No. 100376
I
o
8
3
o
5
0
O
Depth
(ft.)
WeN
Completion
o?
-fir
Samole
! Graphic
Log
uses Class.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Elevation
^ (ft.)
-22-
II
/yvvvv
' A X J
t % % /
/ A/ /y /
> At s
/ Ar At /
! Kf Xj /
! 4> fy <
' "V 'V S
' A yp <
CL
ML
Continued
\_ saU'rated. nojsdor. /
21.0-24.0' SiityClay, (30% silt), strong brown, hand,
moist, no odor.
-26
- 24 -
II
' <1/ '|
f y A/ A
' 4s A/ A
1 /y y A
CL
ML
-22
S
- 28 -
—
•:/-b
' A
' *Y A
' •> "V A
' "V A
aaAaaa
~sc~
MH
27.5-28.0' Silty Clayey Sand, (30% sift and clay),
\ ^t£ongJ?fpwn, finegrained, jqft^^Lmod^atej)dqr. f
28.0-30.0" Clayey Silt, (20% clay), soft, water
saturated, moderate odor, light sheen.
-20
- 30 -
—
11
CL
ML
30.0-32.0' Silty Clay, (25% silt), hard, moist,
interbedded sand stringers at 31.5', faint odor.
— 18
- 32 -
=
'Z'''
-16
£
EE
- 34 -
-14
- 36 -
-12
- 38 -
-10
- 40 -
-8
- 42 -
-6
- 44 -
-4
- 46 -
-2
- 48 -
-0
002948
-------
Drilling Log
Shaw
Monitor Well
122-1
Page: 1 of 2
Project North Cavalcade Superfurid
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 47.9 ft.
Top of Casing 47.70 ft.
Screen: Dia ^ 'n-
Casing: Dia
Fill Material Bentonite, filter sand.
Drill Co- Strata Core, Inc.
Driller Michea! Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length
Length 12
Proj, No,
East
100376
12.08.
4.2 ft.
North.
Static
Type/Size ^MSIMx
Type J'YP.
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Brady Ansley, PG Date J A 9/04
License No.
Driller# S4834M
COMMENTS
Q
>¦ Q-
s £
Q 6
Q- a:
S-o
2-i
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
0.0-3.0' Sandy Clay, (30% sand), dark grayish brown,
slightly hard, damp, no odor.
CL
-47.88
- 4 *
- 6
8 -
10
3.0-4.0' No Recovery.
4.0-7.0' Sandy Clay, (30% sand), very pafe brown,
soft, damp, no odor.
CL
CL
SC
12
5Z
14
16
18
20
7.0-8.0' No Recovery.
"&XM0.05 "Sandy"May,"(30% sand), very jale brown/
soft, damp, no odor.
10.0-11.0' Clayey Sand, (30% clay), fight gray, very
fine-grained, soft, moist to wert,_no_odor.
11.0-12.0" No Recovery.
SP
SP
SP
12.0-13.0' Silty Sand, (20% silt), light gray, very
^^^^ned^watersatoat^jTO odor.
13.0-14.0' Sandy Clay, (20% very fine-grained sand),
Jight grc^^s^ghl^twrd,_moist, no odor.
14.0-16.0' Sand, light gray, very fine to fine-grained,
well sorted, loose to soft, water saturated, no odor.
16.0-20.0' Sand, brownish yellow to light gray with
depth, very fine-grained, well sorted, loose to soft, water
saturated, no odor.
20.0-22.0' Sand, weak red, very fine to fine-grained,
well sorted, loose to soft, water saturated, no odor.
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002949
-------
Drilling Log
Shaw
Monitor Well
122-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 20? f Cavalcade, Houston, IX
Owner TCEQ
Pro). No. 100376
Depth
(ft.)
Welt
Completion
Q E
¦Q" jjx
Sample
Graphic
Log
uses Class.
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Elevation
(R.)
Continued
=
SP
—26
§§
CL
22.0-24.0' Ciay, weak red, very hard, dry to damp, no
odor.
- 24.-
§§
24.0-28.0' Clay, weak red, hard, damp, wet silty
lenses from 24.5 to 25', becoming sandy at 28", no odor.
-24
- 26 -
il
CL
-22
- 28 -
- 30 -
mi
-20
nn
SP
CL
28.0-29.0' Sand, weak red, very fine-grained, loose,
water saturated, moderate odor, tightsheen.
29.0-30.0' Sandy Clay, weak red, hard, damp,
moderate to strong odor.
-18
SP
30.0-31.0' Sand, weak red, very fine-grained, water
saturated, faint odor.
- 32 -
- 34 _
nn
CL
31.0-32.0' Clay, weak red, hard, no odor.
-16
-14
- 36 -
-12
- 38 -
-10
- 40 -
-8
- 42 -
-6
- 44 _
-4
- 46 _
„2
- 48 -
-0
002950
-------
Drilling Log
Shaw
Monitor Well
122-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.9 ft
Top of Casing 47.68 ft.
Screen: Dia JUPz.
Casing: Dia ? 'n-
Fiil Materia!
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length JUL- _
Length
32.0 ft.
Proj. No.
East
100376
28.0 ft.
4.5 ft. Diameter 2.5in. _
27 ft.
North .
Static
Type/Size PVC/.010 in.
Type
Bsntonite, filter sand.
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Brady Ansley, PG oa(e 1/19/04
License No. TXPG735
Drill eriL 54834M
COMMENTS
> o.
> E
Q E
0- £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
CL
CL
10
12
14
16
18
20
CL
sc
SP
SP
SP
0.0-3.0' Sandy Clay, (30% sand), dark grayish brown,
slightly hard, damp, no odor.
3.0-4.0' No Recovery.
"4Tb~7J0,_Sandy CI ay7(30%~sand),"vefy pale brown7
soft, damp, no odor.
7.0-8.0' No Recovery.
8 CPlO.O' Sandy Clay, (30% sand), very pale brown,
soft, damp, no odor.
10.0-11.0' Clayey Sand, (30% clay), light gray, very
_toe-gra!nedLsoft, moist to wet,_rio_odor.
11.0-12.0' No Recovery.
12.0-T3.0' Silty Sand, (20% silt), light gray, very
Jm^gr^e^water^^braW^no odor
13.0-14.0' Sandy Clay, (20% very fine-grained sand),
Jight gr^,_slighlytert,jpoist;_no odor.
14.0-16.0' Sand, light gray, very fine to fine-grained,
well sorted, loose to soft, water saturated, no odor.
16.0-20.0' Sand, brownish yellow to light gray with
depth, very fine-grained, well sorted, loose to soft, water
saturated, no odor.
20.0-22.0' Sand, weak red, very fine to fine-grained,
well sorted, loose to soft, water saturated, no odor.
Continued Next Page
-47.87
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002951
-------
Drilling Log
Monitor Well 122-2
Shaw 2z
Project Afortf? Cavalcade Supetfund Owner TCEQ
Location 1 Cavalcade, Houston, TX Proj. No. 100378
Depth
(ft.)
c
O
|a
£ E •
o
O
Q £
rT £*-
3?
Samola
O
Q. o
0
uses Class.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on {he USCS.
Elevation
(ft.)
Continued
- 22 -
II
¦
SP
CL
22.0-2470~ Clay7weik7edfvery"hard,~dry Io"darrTp, no
odor.
-26
- 24 -
II
m
24.0-2870'" C!ay, weak red, hard, damp, wet silty
lenses from 24.5 to 25', becoming sandy at 28', no odor.
-24
- 26 -
•*;-
B
CL
-22
-28^
¦
SP
28.6-^97ot Sand, weak re
-------
Drilling Log
Sfiaw
Monitor Well
15-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2077 Cavalcade, Houston, TX
Surface Elev.
Owner
TCEQ
51.9 ft.
Top of Casing _ jg-13 ft.
Screen: Dia 1 'n-
Casing: Dia 1
Fiii Material
Drill Co. EPA
Driller Paf Clark
Total Hole Depth ^0.0 ft.
Water Level Initial
Length
Length
1Z0ft.
5.4 ft.
. Diameter
12 ft.
North.
Static
Type/Size PVC/.010m.
Type PVC
Pro|. No, 100376
East
2.5 in.
Bentonite, filter sand.
Rig/Core Geoprobe/4 ft. core barret
Method
DPT
Log By Brady Ansley, PG Date 1/17/04
Checked By Russell Perry, PG License No, TXPG735
Driller# NA
comments
§-•£
d
3f
O £
a. S
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
*>S
tu
n
10
12®
h 14
16
18
20
. 0 0.-2.-31 _Road Fill, vejyj3^e_brown.
0.3-1.4' No Recovery.
"I^SJjET Sifty Clay, dark gray, slightly hard, damp to
moist, with glass fragments, no odor.
-51,94
sc
sc
sc
2.8-4.0' Clayey Sand, (15% clay), grayish brown, very
fine-grained, soft, moist, no odor.
4,0-876' Clayey Sand, (10% day), pale yellow, very
fine-grained, soft, moist to wet, no odor.
sc
SP
SP
a
CL
8.0-9.0' Clayey Sllty Sand, (20% clay, 20% silt),
yellow, ^^jRiro^raln^^wet^no^don
9,0-12.0' Clayey Sllty Sand, (20% clay, 20% silt), light
gray to light greenish gray, very fine-grained, wet, green
glauconitic tint at 11*, no odor.
12,0-16.0' Sand, light greenish gray, very
fine-grained, well sorted, water saturated, some black
mottling, no odor.
16.0-18.5' Sand, light gray, very fine-grained, water
saturated, sugary texture, no odor.
18.5-19.0' Clay, light greenish gray, very hard, dry to
_damp_|_no odor f
19.0-19.5'Sand, light gray, very fine-grained, loose, {
"lV jwatersaturated, noodor. \j
I Jt;^2p^'Jghtjgreenjsligray Jiard. |
Continued Next Page
-50
-48
-46
-44
-42
-40
-38
-36
-34
-32
002953
-------
Drilling Log
Shaw
Monitor Well
15-1
Page: 2 of 2
Project fttortft Cavalcade Superfund
Owner TCEQ
Location 20? 1 Cavalcade, Houston, TX
Proj. No. 100376
ife
Q
5 8
a E
2-3
o
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>£,
LU
22
24
26
28
30
32
34
36 -
38
40
42
44
46
48
SP
Continued
20.0-22.5' Clay, yellowish red, very hard, dry to damp,
no odor.
22.5-233)" SiItySaiid,"(25% silt), yeTlowish"red very
\ Jine^rain^ Joose^vrater^£turat^ jTO^erate^dpr. f
1 23.0-23.5' Clay, yellowish red, very hard, dry to damp, /
I Jaintodor. (
1 23.5-24.5' Silty Clay, yellowish red, damp, moderate j
I |
24.5-27.5' Sand, yellowish red, very fine-grained, soft,
water saturated, strong odor, light sheen.
sp
27.5-30.5' Sand, yellowish red, very fine-grained,
water saturated, clay stringers at 28', 30', and 35',
strong odor.
30.5-34.0' Clay, yellowish red, very Hard, strong odor.
-30
-28
-26
-24
-22
-20
-18
-16
-14
-12
-10
002954
-------
Drilling Log
Shaw
Monitor Well
15-2
Page: 1 of 2
Project North Cavalcade Superfund
Owner TCEQ
Location 2011 Cavalcade, Houston, TX
49.08 ft.
Surface Elev. . ,53.1 ft-
Top of Casing
Screen: Dia Jjfh.
Casing: Dia JJlL
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Clark Log By
Checked By Russell Perry, PG
Total Hole Depth _ 34-0 ft.
Water Leve! Initial
Length JMJL
Length
24.5 ft.
ft- Diameter 2.5 in.
21ft
North _
Static
Type/Size PVG/.010 in.
Type pvc
Proj. No. 700376
East
Rig/Core Geoprohe/4 ft core barrel
Method &PT
Brady Arisley, PG
Date
License No. TXPG735
1/17/04
DrillerJL.
NA
COMMENTS
10
12 -
14
16
18
20
n
Q £
a- &
SC
sc
SC
sc
SP
SP
CL
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-0.y .Road Fill, veryj>ale_brown.
0.3-1.4' No Recovery.
^l"74^8~Sifty Clay" ditFk grayTslightTy"hard7 darhp to
moist, with glass fragments, no odor.
~£"8~4To~CiayeyS^nd,"(15% ciay)7gFayiFhbrownTvery
fine-grained, soft, moist, no odor.
~47o~8X)~c3ayey Sand, "fl"0% clay)7pale yetiowrvery
fine-grained, soft, moist to wet, no odor.
8.0-9.0' Clayey Silty Sand, (20% clay, 20% silt),
yellow, very fir^e^rain^^vre^noodor
~9l0~12.0'"Clayey Silty Sand, (20% day, 20% slit), light
gray to light greenish gray, very fine-grained, wet, green
giauconitic tint at 11', no odor.
12.0-16.0' Sand, light greenish gray, very
fine-grained, well sorted, water saturated, some black
mottling, no odor.
"16.0-18.5' Sand, light gray, very fine-grained, water
saturated, sugary texture, no odor.
18.5-19.0' Clay, light greenish gray, very hard, dry to
JjiflQftjnoodJK: L
19.0-19.5' Sand, light gray, very fine-grained, loose, /
1 J/vaferja|u£ated, jjoodor. j
V J 9.5-20.0' Clay, light greenish gray, hard. |
Continued Next Page
111
^53.08
-52
-50
-48
-46
-44
-42
-40
-38
-36
-34
002955
-------
Drilling Log
Shaw
Monitor Well
15-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 20f 1 Cavalcade, Houston, TX
Owner TCEQ
Prof. No. 100376
I
o
o
5
o
£
q-G1
CD jC
Q
Weil
Completion
Q £
0- §
Samole
Graphic
Log
V)
V)
as
O
CO
O
w
ZJ
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USGS.
Elevation
(ft.)
- 22 -
EE
CL
Continued
20.0-22.5' Clay, yellowish red, very hard, dry to damp,
no odor.
-32
- 24 -
2
- 26 -
EE
SM
CL
CL
SF
22.5-23.0' Siity Sand, (25% silt), yellowish red, very
\ Jne-grainedJoose^vvote^aturated.jmoderatejo^r f
T 23.0-23.5' Clay, yellowish red, very hard, dry to damp, f
\ Jamt odor f ¦
1 23.5-24.5' Silty Clay, yellowish red, damp, moderate f
L odor. i
24.5-27.5' Sand, yellowish red, very fine-grained, soft,
water saturated, strong odor, light sheen.
-30
-28
-26
- 28 -
=
SP
27.5-30.5' Sand, yellowish red, very fine-grained,
water saturated, clay stringers at 28', 30', and 35',
strong odor.
-24
- 30 -
-
30.5-34.0' Clay, yellowish red, very hard, strong odor.
-22
—20
- 32 -
jj
CL
- 34 -
-18
- 36 -
-16
- 38 -
-14
- 40 -
-
-
-12
- 42 -
-
-
-10
- 44 -
-
- 46 -
—8
-
-6
- 48 -
002956
-------
Drilling Log
Shaw
Monitor Well
19-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.1 ft.
Top of Casing 46.87 ft.
Screen: Dia
Casing: Dia 1
Fill Materia! Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Mfcheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft.
Water Level Initial
Length Wfc
Length
Proj. No.
East
100376
12.5 ft.
0 8 R- Diameter 2.5 In.
North _
Static
Type/Size PVC/.010 in.
Type pvc
Rig/Core Geoprobe/4 ft. core barrel
Method JDPT
Brady Ansley, PG pa|e
1/24/04
Driller J 54834M
License No.
TXPG73S
COMMENTS
© 5S
Q
-3. Ci-
5- £
a £
&
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on flie USCS.
- 2
- 4
10
12,
14
16
18
20
CL
0.0-1,0* Concrete.
~iro~4.0' Sandy Clay,T20% sand), dark gray, soft, wet
fill material with pieces of asphalt, no odor.
4.0-8.0" Sandy Clay, (20% sand), light brownish gray,
soft to slightly hard, wet, no odor.
CL
CL
CL
8.0-11.0' Sandy Clay, (20% sand), pate yellow, soft to
slightly hard, wet, no odor.
11.0-12.0' No Recovery.
~12.0-12T5; CliyTpile yellow,"slightly hard, dry to
\ .dajnpjio odor. f
12.5-19.0' Sand, pale yellow, very fine-grained, loose,
water saturated, no odor.
-47.10
-46
-44
-42
-40
-38
-36
-34
SP
CL
19.0-24.0' Clay, red, hard, damp, becoming silty with
depth, no odor.
Continued Next Page
-32
-30
-28
002957
-------
Drilling Log
Sham*
Monitor Well 19-1
Page: 2 of 2
projeCt North Cavalcade Superfund
Location 20/f Cavalcade, Houston, TX
Owner TCEQ
Proj.No. 1°037G
O E
CL Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
34
36
38
40
42
44
46
48
Continued
CL
WMi
mm
WM
Wm
Imm
WM
WM&
SP
CL
24.0-26.5' Silty Clay, red, slightly hard, wet, strong
odor.
26.5-30.0' Sand, red, very fine-grained, soft, water
saturated, clay lenses at 28 and 30', strong odor, light
sheen from 26.5 to 27'.
30.0-32.0' Clay, red, hard, moderate odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
-0
002958
-------
Drilling Log
Shaw
Monitor Well
19-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 207 1 Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.1 ft.
Top of Casing 47.OS ft.
Screen: Dia 1 m¦
Casing: Dia
1 in.
Total Hole Depth 32.0 ft.
Water Level Initial
Length JOft
Length
26,5 ft
22 ft.
North
Static
Type/Size
Type WC
Pro). No. 100376
East
Diameter 2.5 in.
PVC/.010 in.
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, inc.
DrjHer Micheal Bridges i_0g gy Brady Ansley, PG
Rig/Core Geoprobe/4 ft. core barrel
Method DPT
Date
1/24/04
nrillpr it S4S34M
Checked By Russell Perry, PG
License No.
TX PG735
COMMENTS
5 I
Q £
0- a
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
6 -
- 8
10
12
- 14 -
16
18
20
n
'it:
0.0-1.0' Concrete.
1.0-4.0' Sandy Clay, {20% sand), dark gray, soft, wet,
fill material with pieces of asphait, no odor.
-47.10
-46
CL
4.0-8.0' Sandy Clay, (20% sand), light brownish gray,
soft to slightly hard, wet, no odor.
CL
8.0-11.0' Sandy Clay, (20% sand), pale yellow, soft to
slightly hard, wet, no odor.
CL
ci
11.0-12.0' No Recovery.
12.0-12.5' Clay, pale yellow, slightly hard, dry to
1 jl§)lPi_r>o odor..
12.5-19.0' Sand, pale yellow, very fine-grained, loose,
water saturated, no odor.
SP
CL
19.0-24.0' Clay, red, hard, damp, becoming silty with
depth, no odor.
Continued Next Page
-44
-42
-40
—38
-36
-34
-32
-30
-28
002959
-------
Drilling Log
Monitor Well 19-2
ShaMV Page: 2 of 2
Project North Cavalcade Superftmd Owner TCEQ
Location 2031 Cavalcade, Houston, TX pr0j 100376
002960
-------
Drilling Log
Shaw
Monitor Well
J14-1
Page: 1 of 2
Project North Cavalcade Superfund
Location
2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev. 48.2 ft.
Top of Casing 49.14 ft.
Screen: Dia .LEh
Casing: Dia 1
-------
Drilling Log
Monitor Well J14-1
vHdW Page: 2 of 2
project North Cavalcade Superfund Owner TCEQ
Location 1 Cavalcade, Houston, TX pro| fjo. 10037$
002962
-------
Drilling Log
Shaw
Monitor Weil
J14-2
Page: 1 of 2
Project Worfft Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
48.13 ft.
1 in.
Surface Eiev, ft.
Top of Casing
Screen: Dia
Casing: Dia JLM.
Fill Material Bentonite, filter sand.
Dnii Co. Strata Core, Inc.
Driller Micheat Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft.
Water Level Initial
Length 8ft
Length
28.0 ft.
NA
24 ft.
North_
Static
Type/Size PVCf.OIQku
Type ™
Proj. No. 100376
East
, Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method
Heidi Woelfel, PG Dat0
1/23/04
Driller JL
54834M
License No.
TXPG735
COMMENTS
5"fi
it
Q £
Q. §;
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
10
12
- 14
16
18
20 -
0.0-4.0' Silty Ciay, {35 to 60% silt), grayish brown,
soft, moist, no odor.
-II'19
CL
ML
CL
CL
SC
4.0-8.0' Silty Sandy Clay, {60 to 70% silt and very
fine-grained sand), soft, moist, less clay with depth, no
odor.
8.0-12.0' Silty Sandy Clay, {35 to 50% silt and very
fine-grained sand), soft to hard, moist to wet, clay
content increases with depth, no odor.
12.0-16.0' Clayey Silty Sand, {10 to 50% silt and
ciay), light brownish gray, very fine-grained, loose to
soft, water saturated, grading to fine sand from 13 to
16', no odor.
16.0-22.0' Sand, (trace silt), fine-grained, very well
sorted, loose to soft, water saturated, no odor.
SP
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
Continued Next Page
002963
-------
Drilling Log
«M2S*rg„ Monitor Well J14-2
MMXlftf Page; 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 2011 CavaJcado, Houston, TX Proj. No. 100376
Q w
o e
0- CL
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
-22-
24
n
26
28
2
30
32
34
36
38
40
42
44 -
46
48
Continued
22,0-24.0' Clay, {trace silt), hard, moist, no odor.
24.0-28.0' Cfay and Silty Clay, {35% sift), soft to hard,
moist to wet, wet sandy silty layer from 25 to 25.5',
faint odor.
28.0-30.0' Silty .Clayey Sand, very fine-grained, wet,
faint odor, moderate sheen.
30.0-32.0' Clay, hard, sand lens at 31'.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002964
-------
Drilling Log
Shaw
Monitor Well
J18-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Surface Etev.
Owner
TCEQ
48.8 ft.
Top of Casing 48.64 ft.
Screen; Dia 1 'n-
Casing: Dia _LSh
put Material Bentonito, filler sand.
Drill Co. Strata Core, Inc.
Differ Michea! Bridges Log By
Checked By Russeti Perry, PG
Total Hole Depth -MJUL
Water Level Initial
Length
Length ^ ^
14.00.
4-2 ft. Diameter 2.5 in.
North .
Static
Type/Size PVC/MOin.
Type PVC
proj. No. 100376
__ East ___
Rig/Core Geoprobe/4 ft. core barrel
Method OPT
Heidi Wbelfei, PG
License No.
Date
1/16/04
Drillpr It 54834M
TXPG735
COMMENTS
^
ill
4 I
- 6 -
- 8
10
12
U 14YI
16 -
18
20
n
0.0-8,0' Silty Clay, (40% silt), soft, moist, dry crumbly
layer of gravel and silt from 0.5 to V, no odor.
rmmm
8.0-12.0' Silty Clay, (25% silt), brownish yellow, soft,
moist, no odor.
-48.81
-48
-46
-44
-42
-40
SM
SM
SM
12,0-13.5' Silty Clay, (50% silt), soft, moist, no odor.
13.5-16.0* Silty Sand, (30% silt), soft, wet to water
saturated at 14', no odor.
16.0-20.0* Silty Sand, (20% silt), light gray,
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
20.0-23.0' Silty Sand, (35% silt), fine-grained, very
well sorted, soft to slightly hard, water saturated, iron
Continued Next Page
-38
-36
-34
-32
-30
-28
002965
-------
Drilling Log
Monitor Well J18-1
SHOW" Page: 2 of 2
Project Sup&rfund _______ Own^r TC5Q
Location 2011 Cavalcade, Houston, TX proj f\j0i 160376
1
K
Q ~
Well
Completion
FID
(ppm)
Sanrote
Graphic
Log
USCS Class.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
Elevation
(ft.)
-22-
- 24 -
- 26 -
- 28 -
- 30 -
32 -
- 34 -
- 36 -
- 38 ~
- 40 -
- 42 -
- 44 -
- 46 -
- 48 -
=
SM
CL
Mi-
Continued
staining, silt content increases with depth, no odor.
~ 23.0-24.0~ Siity Clay, {30% silt), hard to very hard,
moist, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
-8
—6
—4
-2
-0
Wmm
nittio
wmm
-
002966
-------
Drilling Log
wfidwif
Monitor Well
J22-1
Page: 1 of 2
Project Cavalcade Supeffund
Location Cavalcade, Houston, TX
Surface Elev.
Owner
TCEQ
48.2 ft.
Top of Casing 48.10 ft.
Screen: Dia 1 in.
Casing: Dia JJ'L
Total Hole Depth 24.0 ft.
Water Level Initial
Length 75 ft
Length
14.3 ft.
North _
Static
Proj. No. 100376
East
9 ft.
4-7 ft. Diameter 2-5in.
Type/Size PVC/010 in.
Type
PVC
Fill Material Bentonite, filter sand.
Drift Co. Strata Core, Inc. Method
Driller Micheal Bridges (_og gy Brady Ansley, PG
Rig/Core Geoprobe/4 ft. core barret
DPT
Checked By Russell Perry, PG
License No.
' Date 1/19/04
TX PG735
Drille
COMMENTS
Vj€»
© 9~.
o e
ec a
Description
(Color, Texture, Structure)
Geologic Descripiions are Based on the USCS.
0.0-3.0' Sandy Clay, (30% very fine-grained sand),
reddish brown, soft, wet, dark at surface, no odor.
j.24
a.
-46
4 -
6 -
CL
10
12
14'
16 -
18
20
CL
SM
SM
SC
SP
3.0-4.0' No Recovery,
47o~7l>~Sandy"Slay, (30% very fine-grained sand),
very pale brown, soft, wet, roots present, no odor.
7.0-8.0" No Recovery.
8—CM0.0' Sandy-cSay,~(~40% veryTi ne-grained sand),
yellow, soft, wet, no odor.
10.0-11.0' Silty Sand, (15% silt), very pale brown, very
fine-grained, soft, water saturated at lO^'^no odor
~11.0-12.0' No Recovery.
SP
IS
SP
12.0-12.5' Silty Sand, (15% silt), very pale brown, very
jine^rained^soft,, water_sjturatedj_no odor. f
12.5-14.3' Clayey Sand, (25% clay), very pale brown,
very fine-grained, slightly hard, no odor.
"14.3-1670" SancT very paTe brown]" flne-griiried, loose,
water saturated, no odor.
16.0-19.0' Sand, very pale brown, fine-grained, loose,
water saturated, no odor.
¦j 19.0-19.2* Sand, reddish yellow, fine-grained, soft,
* _w®kilP!lo^We^sJainecij no odor
1 J ^^20.0'_NoRecovetY,
20.0-23.7' Sand, very pale brown, fine-grained, very
Continued Next Page
-44
-42
-40
-38
-36
-34
-32
-30
-28
002967
-------
Drilling Log
Shaw
Monitor Well J22-1
Page: 2 of 2
Project North Cavalcade Superfund
Location 20Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
Q w
-Q 6
a §:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
30
32
- 34
- 36
38
40
42
44
46
48
SP
SP
Continued
well sorted, loose, water saturated, no odor.
"2X7^24.0' _CJa^, yejlp w[shj"ed,ve ry hart jdiy^no odor^
24.0-25.0' Clay, yellowish red, hard, damp, silt
stringer at 24.5', nojxfor.
25.0-26.0' Silt, yellowish red, soft, wet, no odor.
"26.0-2870" Clay7yeflowish red~, hardTdamp; ricTodor,
28i)-30T0T Sand, yeifowistfred, very fine-grained, ~
loose, water saturated, no odor.
30.0-31.0' Clay, yellowish red, hard, damp, no odor.
~31 JD-31751- Sand, yellowish red, very fine-grained, soft,
\ water saturaied, _no_qdor. (
~\ 31.5-32.0'Clay, yellowish red, hard, damp, no odor. f
-26
-24
-22
-20
-18
-16
-14
-12
-10
002968
-------
Drilling Log
Shaw
Monitor Well
J22-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
TCEQ
48.21ft.
Surface Elev. ^-3 ft
Top of Casing
Screen: Dia Jtik
Casing: Dia J
Fill Material Bentonite, filter sand.
Drill o0_ Strata Core, Inc.
Total Hole Depth 32.0 ft.
Water Level initial 28 0 ft
Length JL§
Length
Proj. No.
East
100376
JjJJ)L_ Diameter 2-5'n-
27 ft
North.
Static
Type/Size PVC/-01Q in.
Type
Rig/Core Geoprobe/4 ff. core barrel
Method
DPT
Driller Micheal Bridges Log By Brady Ansley, PG
Checked By Russell Perry, PG License No.
Date 1/19/04
nrilterft 54834M
TXPG73S
COMMENTS
SP
Q E
a. &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS,
in
n
CL
CL
- 8 -
10
12
14
16
18
20
CL
SM
SM
SC.
SP
SP
.SB,
SP
0.0-3.0' Sandy Ciay, (30% very fine-grained sand),
reddish brown, soft, wet, dark at surface, no odor.
3,0-4.0' No Recovery.
4.0-7.0' , Sandy Ciay, (30% very fine-grained sand),
very pale brown, soft, wet, roots present, no odor.
7.0-8.0' No Recovery.
"StPlO.O' Sandy"Clay, (40% very fine-grained sand},
yellow, soft, wet, no odor.
10.0-11.0' Silty Sand, (15% sift), very pale brown, very
Ita^grajned^soft, water saturated^ 1_0.5\_no odor.
11.0-12.0" No Recovery.
"12-0-1275" SiIty~Sand,"(15% lit),"very"sale brown, very
odon f
12.5-14.3' Clayey Sand, {25% clay), very pale brown,
very fine-grained, slightly hard, no odor.
~i4.3-T6"70' SaticT very paTe brown, fine-grained, loose,
water saturated, no odor.
16,0-19.0' Sand, very pale brown, fine-grained, loose,
water saturated, no odor.
1 19.0-19.2' Sand, reddish yellow, fine-grained, soft,
V wekiron oxWe sjained^no odor
1 J 9-?;20.0'_ No Recovei^.
20.0-23,7' Sand, very pale brown, fine-grained, very
Continued Next Page
8.27
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002969
-------
Drilling Log
Shaw
Monitor Well
J22-2
Page: 2 of 2
Project North Cavalcade Superfund
Owner 7"CCQ
Location 2011 Cavalcade, Houston, TX
Proj. No. 100378
^ I"
Q E
Q-o
O
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
28
2
30
32
34
36
38
40
42
44
46
48
SP
Continued
well sorted, loose, water saturated, no odor.
23^J-2A.ff Clay, Yej[qwisti_refJ^veryhard, dry.,.nojjdor.
24.0-25.0' Clay, yellowish red, hard, damp, silt
stringer at 24.5j nojpdor.
25.0-26.0' Sift, yellowish red, soft, wet, no odor.
~26.C)-~28To~ Clayryellowish red, hard, damp^ no~3d or.
SP
28.0-30.0' Sand, yellowish red, very fine-grained,
loose, water saturated, no odor.
30.0-31.0' Clay, yellowish red, hard, damp, no odor.
31,0-31.5' Sand, yellowish red, very fine-grained, soft,
\ _ watersaturated, _n oociqr. f"
\ 31.5-32.0' Clay, yellowish red, hard, damp, no odor. f
-26
-24
-22
-20
-18
-16
-14
1-12
-10
002970
-------
Drilling Log
Shaw
Monitor Well
J3-1
Page: 1 of 2
Project North Cavalcade Superfund
Location 2011 Cavalcade, Houston, TX
Owner
Surface Elev. ^8.9 ft.
Top of Casing 51.21 ft.
Screen: Dia J in- ,
Casing: Dia ?in-
Fill Material Bentonlte, filter sand.
Drill Co. _§53
Driller Pat Clark Log By
Checked By Russell Perry, PG
9.5 ft
Total Hole Depth 35.0 ft.
Water Level Initial
Length
Length
8 ft.
North.
Static
Type/Size
Type PVC
Proj. No.
East
100376
4-5 ft. Diameter in-
PVC/.010 In.
Rig/Core Geoprobe/4 ft. core barrel
Method
Brady Arisley, PG
License No.
Date
1/26/04
Driller#
TXPG735
COMMENTS
Q £
a. g;
Description
{Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
2
10
12
14
16
18
20
CL
0.0-3.0' Sandy Clay, dark reddish gray, slightly hard,
moist, fill material, no odor.
3.0-9.5' Sandy Clay, (30% very fine-grained sand),
light olive brown, soft, moist, no odor.
ct
48.89
Ms
-46
-44
-42
[—40
9.5-12.0' Sand, greenish gray to light greenish gray
with depth, fine-grained, soft, wet to water saturated, no
odor.
12.0-16.3' Clay, mottled yellowish red and light
greenish gray, very hard, damp, no odor.
CL
SM
16.3-16.7* Sllty Clay, (45% silt), yellowish red, soft, r.
v jraterjaturated, jo_odor. j
\ j jClay jdlowjslired, hart^damp^no ocjor^ f [
17.3-17.7' Sllty Clay, (45% silt), yellowish red, soft, f
J^terjsaturajed, _nq_odor. \r
_1 7J-18.5" _CJay. Jtejkwishred^hatd^ai^^no odor; j
„ 18.5-19.5' Sllty Clay, (45% silt), yellowish red, soft, r
v wjster s^ujiated, ji(^o_dqr. /
19.5-22.0' Sllty Sand, (25% silt), yellowish red, loose,
water saturated, strong odor, from 21.5 to 22* a heavy
Continued Next Page
-38
-36
-34
-32
-30
-28
002971
-------
Drilling Log
0123S5®.-- Monitor Well J3-1
OVmMw " Page: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 201/1 Cavalcade, Houston, 7X Peoj, No. 100376
Depth
(ft.)
Well
Completion
PID
(ppm)
Sample
Graphic
Log
USCS Class.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based ort the USCS.
Elevation
m
- 22 -
Iff
SM
Continued
black stain with sheen and free black NAPL,
CL
22.0-22.5' Clay_j_yellowish red, hard, no odor.
- 24 -
JP
SM
22.5-23.0' Silty Sand, (25% silt), yellowish red, loose,
\. wafer jo odor. ;
23.0-30.5' Clay, yellowish red, very hard, dry, no odor.
-26
-24
- 26 -
ll
CL
~22
- 28 -
j§
-20
- 30 -
l
30.5-35.0' Clay, (trace silt), light greenish gray, very
hard, dry, wet sandy stringer at 30.5", no odor.
-18
_ 32 _
J
CL
-16
- 34 -
Hi
-
WW/.
-14
-12
- 36 -
- 38 -
-10
- 40 -
-8
- 42 -
-6
- 44 -
-4
- 46 -
-2
- 48 -
-0
-------
Drilling Log
Shaw
Monitor Well
J3-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner
TCEQ
17.3 ft.
Surface Eiev, 48-9 ft-
Top of Casing 51.83 ft.
Screen: Dia JJS:
Casing: Dia 1in-
Fill Material Bentonite, filter sand.
Drill Co. EPA
Driller Pat Ciark Log By Brady Ansley, PG
Total Hole Depth 35.0 A
Water Level Initial
Length 5ft-.
Length ^ ft.
5.3 ft.
Proj. No,
East
100376
North.
Static
Type/Size PVC/-010jtb_
Type pvc
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method
DPT
Date
1/26/04
DrillerJL
NA
Checked By Russell Perty, PG
License No. TXPG735
COMMENTS
St
Q E
o- g;
Description
(Color, Texture, Structure}
Geologic Descriptions are Based on tfie USCS.
£35,
q>
UJ
n
CL
0.0-3.0' Sandy Clay, dark reddish gray, slightly hard,
moist, fill material, no odor.
3.0-9.5' Sandy Clay, (30% very fine-grained sand),
light olive brown, soft, moist, no odor.
CL
-48.85
-48
-46
-44
-42
- 10
12
14
16
SP
9.5-12.0' Sand, greenish gray to light greenish gray
with depth, fine-grained, soft, wet to water saturated, no
odor.
12.0-16.3' Clay, mottled yellowish red and light
greenish gray, very hard, damp, no odor.
CL
2
18
20
mm
CL
MiL/
CL h
16.3-16.7' Silty Clay, (45% silt), yellowish red, soft,
- jQ_odor.
1. J^owjsh red^ hard jJampj no^dor
17.3-17.7" Silty Clay, (45% silt), yellowish red, soft,
water saturated, no odor.
.J
,Jr
I
, _ -J r
ITJiti-JL' .Clay, ^el[o wisly'ed^hard ,_d anpjjio odor j
^ 18.5-19.5'Silty Clay, (45% silt), yellowish red, soft, r
v J«#er saturated, nq_odor._ j
SM 19.5-22.0' Silty Sand, (25% silt), yellowish red, loose,
water saturated, strong odor, from 21.5 to 22' a heavy
Continued Next Page
-40
-38
-36
-34
-32
-30
-28
002973
-------
Drilling Log
Shaw
Monitor Well J3-2
Page: 2 of 2
Project Norlft Cavalcade Superfund
Location Cavalcade, Houston, TX
Owner TCEQ
Praj. No. 100376
-------
Drilling Log
Shaw
Monitor Well
K18-1
Page: 1 of 2
Project North Cavalcade Superfurtd
Location Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 47.8 ft.
Top of Casing 47,29 ft.
Screen: Dia * 'n-
Casing: Dia *'n•
Total Hole Depth
Water Level Initial
Length 12
Length 12 ft.
24,0 ft.
16,0 ft.
North,
Static
Proj. No. 100376
East
2.9 ft. Diameter 2.5 in.
Type/Size
Type PVC
PVC/MOh.
Fill Material Bentonite, filter sand.
Oil) Co, Strata Core, Inc.
Driller Micfieal Bridges
Rig/Core Geoprobe/4 ft. core barrel
Method ' DPT
Log By
Checked By Russell Perry, PG
Heidi Woelfel, PG
License No.
Date
1/16/04
Driller JL
54834M
TXPG735
COMMENTS
fa
Cs E
5T Ct
Q, a.
IS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
n
0.0-4.0' Silty Ciay, {45% silt), grayish brown, soft,
moist, no odor.
-47.75
4.0-8.0' Silty Clay, (30% silt), soft, moist, sandy from 7
to 7.5', no odor.
WXWM
wmm
10
12
14
16 y-~
18
20
2 v;-
8.0-12.0' Silty Clay, {40% silt), soft, moist, increasing
sand with depth, no odor.
CL
kuM
SM
_12-Psl^P'_ Silty C[ay (4^/^silt^ soft,jpoist, no odor._
12.5-16.0' Silty Sand, (35% siit), light reddish gray,
very fine-grained, very weil sorted, soft, wet, no odor.
16.0-22.0' Silty Sand, (20% siit), fine-grained, very
well sorted, loose to soft, water saturated, no odor.
SM
Continued Next Page
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
002975
-------
Drilling Log
Shaw
Monitor Well K18-1
Page: 2 of 2
Project North Cavalcade Superfunci
Location 1 Cavalcade, Houston, TX
Owner TCEQ
Proj.No. 100376
Q
Q £
0. §:
-S o>
2- o
2 -J
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
® *w'
UJ
22
24
26
- 28
i- 30
32
34
36
38
40
- 42
44
46
48
m
WSM i
Wmm
Miiii
WM
ill
mm
4mwm
lili
wmm
mfflm
WMM
WMM
W0M
wmm
mm
$S!4k
Umm
iiiiiiii
W&vM
iiiiiiii
SM
Continued
22.0-24.0' SHty Clay, (30% silt), strong brown, hard,
moist, no odor.
24.0-25.0' Silty day, (30% silt), strong brown, hard,
moist, wet silty sandy clay from 25 to 26', no odor.
28.0-32.0' Silty Ciay, (30% silt), hard, moist, wet silty
sandy clay from 28.5 to 29', faint odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002976
-------
Drilling Log
Shaw
Monitor Well
K18-2
Page: 1 of 2
Project Worfft Cavalcade Superfund
Location 2°1 * Cavateacfe, Houston, TX
__ Owner
TCEQ
Surface Hiev. 47,6 ft,
Top of Casing 47.54 ft.
Screen: Dia 1,n-
Casing: Dia Hn-
Fill Material Bentonite, fitter sand.
Drill Co. Strata Core, Inc.
Driller *licheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft
Water Level Initial
Length
Length 27 ft.
Proj, No.
East
100376
28.5ft.
3.3 ft. Diameter 2.5 in.
North.
Static
Type/Size PVC/.010 in.
Type J0YQ ,
Rig/Core Geoprobe/4 ft, core barrel
Method J2SL
Heidi Woelfel, PG oate
1/20/04 nriiter i£ S4834M
License No.
TXPG735
comments
Q w
Q E
£L £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the (JSCS.
10
12
14
16
- 18
20 -
WM
mwm
WmM
W0M
WM
iiii
w.
WM
Wmm
mwm
MM
0.0-4.0' Silty Clay, (45% silt), grayish brown, soft,
moist, no odor.
-47.59
-46
4.0-8.0' Silty Clay, (30% silt), soft, moist, sandy from 7
to 7.5', no odor.
mwm
ill!
W>M'A
W0M
in
mmi
8.0-12.0' Silty Clay, (40% silt), soft, moist, increasing
sand with depth, no odor.
mm
jmm
pit
WW®.
CL
-------
Drilling Log
Shaw
Monitor Well K18-2
Page: 2 of 2
Project North Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Pro]. No. 100376
© $L
O
o £
£ §:
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
>S
22
24
26
28,
30
32
34
36
38
40
42
44
46
48
SM
Continued
22.0-24.0' Silty Clay, (30% silt), strong brown, hand,
moist, no odor.
24.0-25.0' Silty Clay, (30% silt), strong brown, hard,
moist, wet silty sandy clay from 25 to 26', no odor.
28.0-32.0' Silty Clay, (30% silt), hard, moist, wet silty
sandy clay from 28.5 to 29', faint odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002978
-------
Drilling Log
SKaw
Monitor Well
L27-1
Page: 1 of 2
Project North Cavalcade Supetfand
Location 201 ^ Cavalcade, Houston, TX
Owner
TCEQ
47.80 ft.
Surface Elev. ^8.1 ft.
Top of Casing
Screen: Dia JJSl
Casing: Dia 1''n•
Fill Material Bentonite, fitter sand.
Drill Co. Strata Core, Inc.
Driller Micheaf Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth 32.0 ft.
Water Level initial
Length
Length
Proj. No.
___ East
100376
12.0 ft.
6.9fi.
110.
North.
Static
Type/Size PVC/.010 in.
Type !?¥£.
. Diameter
2.5 in.
Rig/Core Geoprobe/4 ft. core barrel
Method 0PT
Heidi IVoeifel, PG oa(e
1/27/04
Driller# S4834M
- 0
- 2
10
12
2
14
16
18
20
Q E
zr Cl
CL
License No.
TXPG735
mm
WM*M
mfmt
twmt
WAVM
f mm£
MM
tWffi'i
IIIIIIII
MM
mm
ill
MtM
wM$*X
Wmm
SM
SP
COMMENTS
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-4.0' Silty Clay, (30 to 60% silt), brown, soft, moist,
no odor.
4.0-8.0" Silty Sandy Clay, (30 to 60% sand and clay),
light gray, soft to slightly hard, moist, iron staining, no
odor.
8.0-12.0' Silty Clay, (10 to 40% silt), light gray, slightly
hard, moist, no odor.
12.0-16.0' Silty Sand, (20% silt), light gray,
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
16.0-23.5' Sand, (trace silt), light gray, line-grained,
loose to soft, water saturated, no odor.
Continued Next Page
=48.09
-46
-44
-42
-40
-38
-36
-34
-32
30
-28
002979
-------
Drilling Log
Monitor Well L27-1
Shaw P„.: 2 of 2
Project North Cavalcade Superfund Owner TCEQ
Location 20f7 Cavalcade, Houston, TX proj. No. 100376
002980
-------
Drilling Log
Shaw
Monitor Well
L27-2
Page: 1 of 2
Project North Cavalcade Superfund
Location 20f f Cavalcade, Houston, TX
Owner TCEQ
Surface Elev. 48. f ft
Top of Casing 47.79 ft.
Screen: Dia 1 &>¦
Casing: Dia 1 "m-
Fill Material
Drill Co. Strata Core, Inc.
Driller Micheat Bridges
Checked By Russell Perry, PG
Total Hole Depth
Water Level Initial
Length
Length
28.0 ft.
JtLSx— Diameter 2.5 in.
24 ft.
North.
Static
Type/Size PVC/.010in.
Type pvc
Proj, No. 100376
East
Bentonite, filter sami.
Rig/Core
Geoprobe/4 ft. core barrel
Method
DPT
Log By Heidi Woelfel, PG
Date
1/27/04
Driller#
54834M
License No.
TXPG735
COMMENTS
O
Q £
7T a.
Dl Q.
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
03
10
12
14
16
- 18
20
4MMk
Wrni
mm
mml
WM
Wm
Mim
mm
mwM
wxttXi
Wm
mtm
VMM
WM
WW4A
tiiiiii
mm
:rn,
mmm
wvm
WM*
WM
WM
mm
WM
WM
wm
0.0-4.0' Silty Cfay, (30 to 60% silt), brown, soft, moist,
no odor.
=48.09
4.0-8.0' Silty Sandy Clay, (30 to 60% sand arid clay),
light gray, soft to slightly hard, moist, iron staining, no
odor.
8.0-12.0" Silty Clay, (10 to 40% silt), light gray, slightly
hard, moist, no odor.
12.0-16.0' Silty Sand, (20% silt), light gray,
fine-grained, very well sorted, loose to soft, water
saturated, no odor.
SM
16.0-23.5' Sand, (trace silt), light gray, fine-grained,
loose to soft, water saturated, no odor.
SP
-46
-44
-42
-40
-38
-36
-34
-32
-30
-28
Continued Next Page
002981
-------
Driiting Log
Shaw
Monitor Well L27-2
e: 2 of 2
Project Nort>1 Cavalcade Superfund
Location 20? 1 Cavalcade, Houston, TX
Owner TCEQ
Proj. No. 100376
Q £
o- §¦
e-3
o
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
22
24
26
n
-28^
- 30 -
- 32 -
- 34 -
36
38
40
- 42 -
44
46
48
Continued
SP
23.5-26.0' Clay, red, hard, moist, no odor.
26.0-26j5]_ Sandy J5iJt, _red .^wetjio odor.
"*26.5-28.0' Clay, red, hard, no odor.
28.0-31.0' Sandy Siit, (30% very fine-sand), red, soft,
wet, no odor.
31.0-32.0' Clay, (30% silt), red, hard, damp, sand
lenses, no odor.
-26
-24
-22
-20
-18
-16
-14
-12
-10
002982
-------
Drilling Log
Shaw
Monitor Well
017-1
Page: 1 of 2
Project Ato/ft Cavalcade Superfund
Location 20"?? Cavalcade, Houston, TX
Owner TCEQ
49.63 ft.
Surface Elev. 50-0 ft-
Top of Casing
Screen: Dia 1 >n-
Casing: Dia _1M_
Fill Material Bentonite, filter sand.
Drill Co. Strata Core, Inc.
Driller Micheal Bridges Log By
Checked By Russell Perry, PG
Total Hole Depth ^8.0 ft.
Water Level Initial
Length JIM:
Length
11. OS.
Jipft- Diameter 2.5 in.
North .
Static
Tfrrtsa™ PVC/.010 In.
Type
Proj, No. 100376
. East
Rig/Core Geoprobe/4 ft. com barrel
DPT
Method
Heidi Woelfel, PG
License No.
Date 1/27/04
Driller.# 54S34M
TXPG735
COMMENTS
tU 3-
Q
D E
Q- &
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
- 0
- 2
n
10
2
h 12 -
14
- 16
18
- 20
ilii'At
mmi
|
i|
tm
0.0-4.0' Silty Ciay, (30 to 40% silt), grayish brown,
soft, moist, no odor.
-50.02
ii
iii
Mi
WM
vmm
mwM
WM
mm
WM
w/M
Ww
wwm
4.0-8.0' Silty Clay, (30 to 40% silt), light gray, soft,
moist, iron staining, no odor.
8.0-11.0' Silty Clay, pale red, soft, moist, grades to
fine sand by 11', no odor.
SP
1 sp
CL
11.0-13.5' Sand, (trace silt), pale red, very
fine-grained, loose to soft, water saturated, no odor.
13.5-14.5' Silty Clay, (30 to 40% silt), pale red, slightly
hard to harcK moist, no odon .
14.5-16.0' Sand, (trace silt), pale red, fine-grained,
soft, water saturated, clay stringer at 15', no odor.
16.0-20.0' Ciay, (trace silt), light greenish gray, damp
to moist, red staining, no odor.
20.0-23.0' Silty Clay, (30 to 45% silt), light greenish
gray, soft, damp to moist, no odor.
Continued Next Page
-48
-46
-44
-42
-40
-38
-36
-34
-32
-30
002983
-------
Drilling Log
Shaw
Monitor Well
017-2
Page: 1 of 2
Project North Cavalcade Superfund
Location
2011 Cavalcade, Houston, TX
Owner
TCEQ
Surface Elev.
Top of Casing _f9-8S ft
Screen: Dia _i£i
Casing: Dia -Lib
Fill Material Bentonite, filter sand.
Onll Co. Strata Cora, Inc.
Driller Miches! Bndoss Log By
Checked By Russell Peiry, PG
Total Hole Depth
Water Level Initial
Length ,.§JL
Length
28.0 ft
Praj. No.
East
100376
23.0 ft.
5-4H. Diameter 2-5 in.
22 ft.
North.
Static
Type/Size _PyG/010 in.
Type
Rig/Core Geoprotm/4 /?. core barrel
Method PPT"
Heidi Woclfel, PG oate
1/2 7/04
Driller_&_
S4834M
License No.
TXPG735
COMMENTS
a £
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
0.0-4.0' Siity Clay, (30 to 40% silt), grayish brown,
soft, moist, no odor.
-50.01
10
12
14
16
18
20
4.0-8.0' Siity Ciay, (30 to 40% silt), light gray, soft,"
molst, iron staining, no odor.
SP
sp
8.0-11.0' Siity Clay, pale red, soft, moist, grades to
fine sand by 11', no odor.
11.0-13.5' Sand, (trace silt), pale red, very
fine-grained, loose to soft, water saturated, no odor.
13.5-14.5' Siity Clay, (30 to 40% silt), pale red, slightly
hard to harc^ moist no_odor.
14.5-16.0" Sand, (trace silt), pale red, fine-grained,
soft, water saturated, clay stringer at 15', no odor.
16.0-20T0~ Clay7(iraces¥t}, light greenish gray, damp
to moist, red staining, no odor.
CL
-48
-46
-44
-42
-40
-38
-36
-34
-32
20.0-23.0' Siity Clay, {30 to 45% silt), light greenish
gray, soft, damp to moist, no odor.
Continued Next Page
-30
002984
-------
Drilling Log
OitclW
Monitor Well
017-2
Page: 2 of 2
Project Aforfft Cavalcade SupeiHind
Owner
TCEQ
Location 2077 Caya/catfe, Houston, 7X
Proj. No.
100376
Q £
ri
CL rt
£•©
2-j
0
Description
(Color, Texture, Structure)
Geologic Descriptions are Based on the USCS.
£ as
22
2
24
26
28
30
32
34
36
38
- 40
42
44
46
48
Continued
23.0-24.0' SiJty Clayey Sand, reddish yellow, water
Mturated^no odor^
24.0-28.0' Clay and Silty Sand, reddish yellow, soft to
hard, moist to wet, interbodded clay and wet silty sand,
no odor.
28
-26
-24
-22
-20
-18
-16
-14
-12
-10
-2
002985
-------
PROJECT NUMBER
.. J . •. ; :j .» I|| I j,2l££&lSL'
BORIMG NUMBER
SWEET I
J
l^pnjin 5'**- iuuw.jh Ho^^ov tvc
il-r'LUN"- -,<->NTVAt.u P frL
'¦i-iit !«¦. ro> CMS nH- > Pt"T
ELEVATION (TBM Of MSL) M H
NAME OF DftlUEft: R.'tti
ci/F i y.*.- v?n? 4 Uv/ I*-- , I
»FS3' r>.!PNl THH> ji* hi • HUH ,K It • (MM • * TOTAl r< t'TH Ch ctllf'iNii £*"
¦'..,i i. <1 v i s MP . rN"> |3 R^kt
' '" _ ( * '¦ --~~T~ •
\C
p.
c<-
\o
4 1 lA
Hli C '¦>)> c|i»rk ytUou.>iiii faufcj'v (.10,-
fc/i} tl , j I • /
I - S.'s " C '&y si l+, cj rjstyfi,^ kja h.*i
1SYK3B) dry
l_<-
i
**-*"» £ C'"* 3"^£j ^.T^TsTTf
& O-/
o>^5ky bct-w^i i *• <
L e>Wvt *^£~e"A/
2_£.' Ci«.y 5. n , a„rfc
('£>»¦ V/U), oorY^
: CL
'go- |W r r-ky m.M 5,/f
fc^uj.1 "j). .«,¦ u.„
^4M£i il o tl^i',
PlO - fiko
?«D = nr pf-M
cot-
002986
-------
•J i ¦. . lit
.1.
PROJECT NUMBER
-22.£52iiFUiL
-01 sH66f ,3
Of ^
SOIL BORING LOG
N, La,
I..M , H - I i , iw K
' 'I-'"
• Location
¦"! .'iilR1. (I H
'* ELEVATION (TBMoiMSU M K
NAME Of DRILLER K.c*<
$1£fcf | YPiz Of BIT ,Q f ^ ~ ^"*4:./
•tfto/ory::v„; _____
i! S"
j
-| 30
5P
—
io
CL
•Mt
5m
kilivm iiscs-'iHin.pjO.tBC'1,. i u.«
M'NTf.NT RMATIVE F'> NS'TV
n L _*4 1«"%C i - • l,T j' pi,**.
J,1
I 5" (f> 5" ferou>i VK H / t_,r
ci k'est, t > »^*y
r '-f /W C
C.'per.tJf OfW ^(7oHi
, i ' ~o v 1
j /Oc/o S"-
« -fC ito.y d^VA^f
/cliZTh7own Ho >«i '• N\n>J , dc -V SH££tJ
iD-iO 5 - 3T4t»J>Ut
-
^ ^ w\CJ i i u* cw'l
j P 1 0 7jO!),y .,
^[[W (.; ^4 .y*~d ¦
" C"~i'? ^ ^ S> It . 1 I ^ ^
Ut), «>c+, l(x»i£ , A/'li^L ¦ W. 10
it'
_
n*;
I -1,0'
- s
C C^y ^'l .liii, li^hi hrtxm
a
• <11 S" •
Cs~ y#? J/fcJ ( 'l4nd.
Pit) 7<3^° i-> "H
Fi[*i ^Ot)
PlU ?J(JUf<,
Copy
002987
-------
(J.CmM fwcfe ^u^rr/kii, Si ft K.;t i; £7T~L
tMtLL.h-;, '.ft Thu~ Cmij -WF'» CMf-S X iV f
l; .ii , p i,i
i rt;=FMi
V,-\u F n U I "= hifi
tJIfi
r
n.nw -wi y n turr r\ »¦* -X~l ^ /K i/uj ...Cjf , ••i-fJuA.-T
t3&tS« ti
".V
f Ifl - i 15",
y>, H
—' 'O 3". O dlAlJ \ /"/ , | fl P * ^ est ^
Oo yK r/v)( Jy
t, (i
Copy
002988
-------
' :S--iLL,
liJliJ
l*RQ®CT: W. C*uMlc*de SU|#«*W LOCATION Ho^sVcv), TX ELEVATION (TBM 0! MSU A J ft,
BRIIUN6 CONTRACTOR : £"TT NMEOFORiLlER: /?Vcif
n. c«r; sizotvpe of Bit - s
(5l~ SH£j" /
SOIL BORING LOG
OVERBURDEN THICKNESS •
torn DEPTH
r
£IL
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PRO* CI W C»w>«U«,;(< i. H LOCATION M (7' < J "< ft T"* ELEVATION (TBM o> MSL) /V^
DRILLING CONTRACTOR NAME OF DRILLER /C,_ k M . "^r--
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003024
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!>sij,isct r-iur.'njR
1 :T zmvmorm o" rw. «»¦»•«/
'OTAt DEPTH OF BORiNG ",?r *'»f\
VAlH-' I" ,1 i \ * t
' ! " i HN3GER
o
cl
U - I C l&-y *v4 H<-t it j yclW
• -"£• KsiH /,,^f
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t u'M5l !
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br-c^ •» I ^ VN */^)( Jrvj ; 4,-ff
SjUsj <3 c 1 fc^ij
S~. S~~"> j, w ui. K f»«._y _ yeTleiO
U-oui-n HC M ite]
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J -I I kf CttK ywi^siH ytl/oH) fe-auj
t'C VA, ^ 1 iVy
ffi<6 ¦*<<>¦% (to v -/S >, / 6ru^-> J/
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j. 1-i'{ o ,y, H '.-(t,
| ^''K'KJC ( !fN VA -•<{> ^ I .-M
ML i *>*> (Am',c
n^iv-1"- o"
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¦| .'.II ™' , i J * "^"X fl
N"H I '" ^ ' *"<£)' H »~ Oil K'- A.
J /". a<.
:
'oy
iO_
003025
-------
J iMILL
;P«QJ£CT NUMBER J80RING NUMBER
Sqrsr.jfl. n ot Ij.fg (cohA,****.- "¦
«™LBOR. ' / :
> J !i. "
,fi; t!IN
jLinli 1 N
fiUE f»B
'I.-. ( !
. N i"r.f.suAt ' • ;Vl ,.N ELEV/OTOM("SIM«MSL) AM,
CON-RAM It" cTTC NAME OF ORftlER *,-«A
WTHiWFi.s-'M-MT CMf-JJ 3l»r SKEfWE OF MT • "«
r-tDEN 'HiOHt-;': AfIA .•ffrhMitF|iiNM>P.'n'« ,!'/•« , TOTAl DEPTH OF BORING 3-f' % "s
n//<) /cq _ ,i. faf/Of IOGGER-. d AifcAt
u yp s_
J A I if
I
I M
SM
*T- lit* 'V-lf < i Hj
5 \ 9
L£f>
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l k f -Jl I T pc-of-ii^'j ..Aft) it .ttnc")
xle yellow ferno* t ¦> 'iW 'o ~ i %.
51'
St"
•><*\
£A_ft._aUL'
jf •%/(• i^rfu^n fa V ft,
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IT £>•*'' a
it
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l/«-3
r
Cofy
1U
^ is i/rUi- frs-
003026
-------
<*"
WKMtCT SUMS:
'SfS-S'fp
PROJECT ; V. SiyJtf&iC Stffe LOCATION Wowis'tew, IX* ELEVATION {TBM or MSti *<'(€
DRBJJNG CONTRACTOR'. £1TC NAME OF DRIU.ER
DR&UttC f*T«Q««; C/M C - ST OPT SZErtVPE OF 9«T A "> AirT/
OV6R8UR06N THICKNESS' f//4 OEPrH (1RIIU0 IK TO HOCK • ,f/U TOTAt OSPTH OF aORINfT ¥«/
~ "/,v"to<"' '
DEPTH
»RC MxnvAunj_
RECOVERY (IK)
STYP6
SOIL NMK, USCS BROW SYMfiOl, COLOR
MOlSTljM CONTENT, REUWIW: MMffv.
OR CQNSlSffcNCr. SOU, SHaJCTOWt.
3 f Ck,y «J's' ^ , !<£">'* i> <*,
(S~ytc .i'^s ' (
^ If It M 5 ; J i> - tl 0 '
-5«). e - if «j '
TO • 3 S ' hn:
iT"
Hde Cfe-iit1
^J( hi i^-/S5,
t
003027
-------
NORTH CAVALCADE STREET SUPERFUND SITE
FIELD SAMPLING PLAN
VERSION 1.0
(This page intentionally left blank)
NCRA_FSP_VER1_TEXT_2010-0728.DOC
003028
JULY 2010
-------
Appendix B
Field Forms
003029
-------
NORTH CAVALCADE STREET SUPERFUND SITE
FIELD SAMPLING PLAN
VERSION 1.0
(This page intentionally left blank)
NCRA_FSP_VER1_TEXT_2010-0728.DOC
003030
JULY 2010
-------
pssoTSiisr
BOWMG WMBtW
OF
SOIL BORING LOG
PROJECT:
0mU4NQC0MT«ACT0R:
QfOlUNO ICTHOCWEQUiPMEKT:
QVERBUKPitlTOtCttteSS •
WATER LEVELS i
LOCATION :
DEPTH QRItieO WTO ROCK •
START : BID:
ELEVATION (TBM Of MSU
NAME OF DRILLER
SttE/TYPE OF BIT
TOTAL DEPTH OF BORING
a<3W SURFACE (FT)
COMMENTS
SOU NMK. uses GROUP SYMBOL. COLOR,
MOISTURE CONTENT. RELATIVE DENSITY,
OR CONMTENCY. SOU. STRUCTURE,
mmtmom _
ommm sncouhtereo, p«d results.
RECOVEITV *:Ni
(OTPS
.
***
-
hiii
I.M|
-
-
—
•w
I
-
t i i
*-*
—
_
.—
—
_Z
_
—
-
—
-
I
MM
—
—
-
—
1 I 1
_
-
——
—M-
MM
—
—
_
—
—
-
•WW
—
—
—
—
•«_
•MUM
«»
•
«.
««,
M«M«*
_
—ft
—
•
—
—
.........
—
003031
-------
PROJECT NUMBER
WELL NUMBER
SHtH" 1 Oh 1
CI OiWfl IILL
WELL DEVELOPMENT LOG
PROJECT:
LOCATION:
DEVELOPMENT CONTRACTOR:
DEVELOPMENT METHOD AND EQUIPMENT USED:
STAST WATER LEVELS:
START:
»
LOGGER:
MAXIMUM DRAWDOWN DURING PUMPING'
RANGE AND AVERAGE DISCHARGE RAtF:
TOTAL QUANTITY OF WATER DfSCMARGD:
DISPOSITION OF DiSCHARGr WATER;
Time
Water Vo'aime
Discharged
Watfr
Lewi
(ft moo
Tubidiiy
(N"UJ
Temperature
(cC)
PH
Conductiv ly
Rt-rr rirl* i.
rcilnr *Hjo* b-Uwi bodri'oni oil)
003032
-------
v, J ^
%# SI •# d "Off V tf
i*»
Well Purge and Sampling Field Data Sheet
Project #:
Date
Well Number:
Site: Tar Creek Superfund Site
Field Crew:
Depth to Water (ft):
Casing Diameter
gal/ft of casing
Well Depth (ft.):
2 inch
0.1632
Water Column (ft):
4 inch
0.6528
Gal/ft of Casing: x
6 inch
1.4688
Casing Volume (gal)
8 inch
2.611
No. of Volumes (min. 3) x
10 inch
4.0797
Purge Volume (gal):
12 inch
5.8748
Method of Purging (circle one)
PUMP: SUB. CENT. PERIST.
OTHER:
BAILER: TEFLON, SS,
OTHER
TIME ON:
BAILER VOL. (gal):
FLOW RATE (gpm):
REQUIRED PULLS:
PUMP TIME (min):
VOL. PURGED (gals):
VOL. PURGED (gals):
OTHER:
FIELD PARAMETERS
FIELD MEASUREMENTS
WITHIN 10% Y/N
1st
2nd
3rd
4th
5th
6th
TIME
Depth to Water (ft):
VOL. (gal):
FLOW RATE (gpm):
pH (s. units)
TEMP. (C)
D. 0. (mg/L)
Turbidity (NTU)
REDOX
ORP
COND (umohs/cm)
SAMPLE PARAMETERS (GRAB or COMPOSITE):
FILTERED METALS COLLECTED: Y/N
l.Oum, 0.45um, OTHER:
Observations
Color: Clear Other (describe):
Odor: None Low Medium High
Very Strong H2S Fuel-Like
Turbidity: None Low
Medium
High
COMMENTS:
OTHER: PLEASE USE BACK OF SHEET FOR SKETCHING MAPS, NOTES, ETC. SEE BACK OF SHEET Y / N
QC SAMPLE TYPE: DUPLICATE
EQUIPEMENT BLANK
OTHER
QC PARAMETERS:
SAMPLE DATE/TIME:
Signed/Sampler:
003033
-------
NORTH CAVALCADE STREET SUPERFUND SITE
FIELD SAMPLING PLAN
VERSION 1.0
(This page intentionally left blank)
NCRA_FSP_VER1_TEXT_2010-0728.DOC
003034
JULY 2010
-------
Appendix C
Microbial Insights Sampling Procedures
003035
-------
NORTH CAVALCADE STREET SUPERFUND SITE
FIELD SAMPLING PLAN
VERSION 1.0
(This page intentionally left blank)
NCRA_FSP_VER1_TEXT_2010-0728.DOC
003036
JULY 2010
-------
microbialinsights
Bio-Trap - Stable Isotope Probing protocol
Sampling Instructions
Handling:
• Bio-Trap samplers used for Stable Isotope Probing (SIP) are baited with i3C-labeled contaminant of interest (e.g. benzene, MTBE, chlorobenzene) adsorbed onto
the powder activated carbon (PAC). Controlled laboratory conditions show only minimal loss of contaminant due to volatilization. However/ special
considerations must betaken into account when handling SIP Bio-Trap samplers in order to reduce risk of volatilization.
• SIP Bio-Trap samplers are shipped out chilled/ on blue ice/ and it is essential that they should be kept cool until deployment.
• When retrieving the Bio-Trap samplers that have been deployed in the field, they should immediately be placed on ice and shipped on ice for next day delivery.
These steps will ensure the most accurate results.
• Although the contaminant is absorbed onto the beads, caution should be used in handling these Bio-Trap samplers because the contaminant compounds are
associated with possible health and safety risks. We provide the appropriate MSDS when shipping SIP Bio-Trap samplers, which can be consulted as needed.
Note: Clean sterile gloves should be used at all times when handling Bio-Trap Samplers
Storage:
It is important to minimize the amount of time that Bio-Trap Samplers are stored priorto being installed in the field. The physical properties of the Bio-Trap
Samplers that make them an ideal medium for collecting microbes also increase the chances of microbial or chemical contamination. Bio-Trap Samplers need to
remain sealed and refrigerated (not frozen) until they can be installed in the field.
Installation:
• Priorto installing Bio-Trap Samplers, the monitoring well may need to be purged if it has not been sampled in a while. If purging is necessary, Ml recommends
that three well volumes be removed to ensure contact with formation water and reduce well bore effect.
• Attach the Bio-Trap Sampler's nylon loop (provided) to a nylon line (not provided) and suspend Bio-Trap Sampler at a depth where significant contaminant
concentrations exist. If no data are available on the vertical distribution of contaminants, then suspend the Bio-Trap Sampler in the middle of the saturated
screened interval for chlorinated hydrocarbons.
• For petroleum hydrocarbons, suspend the Bio-Trap Sampler about 1-1.5 ft below the top of the water table. If large fluctuations in the water level are anticipated
during the period of incubation, the Bio-Trap Sampler should be suspended from a float (contact Ml for further details).
• Once installed, incubation times can vary depending upon the scope of the project (routine monitoring and stable isotope probing (SIP); 30 days and "baited"; 60
days).
Retrieval:
• Open the monitoring well and pull up Bio-Trap Samplers. Cut and remove braided nylon line used to suspend Bio-Trap Samplers.
• Transfer recovered Bio-Trap Samplers to labeled (well number and date) zippered bags, seal and then double bag in a larger (one-gallon) zippered bag,
immediately place on blue ice in a cooler.
• Repeat above for all Bio-Trap Samplers from the site.
• A chain of custody (COC) form must be included with each shipment of samples.
• In order to minimize the potential effect of these samplers on the monitoring well, Ml recommends purging three well volumes from the test well during the
retrieval of the SIP Bio-Trap samplers.
Shipping Instructions
Packaging Samples-.
1. Samples should be shipped in a cooler with ice or blue ice for next day delivery. If regular ice is used, the ice should be double bagged.
2. A chain of custody form must be included with each shipment of samples. Access our chain of custody at www.microbe.com
Shipment for Weekday Delivery:
Samples for weekday delivery should be shipped to: Sample Custodian
Microbial Insights, Inc.
2340 Stock Creek Blvd.
Rockford, TN 37853-3044
(865) 573-8188
Notes:
• Due to the short hold time associated with SIP, Ml does not recommended sending the SIP Bio-Traps for Saturday Delivery.
• Stable Isotope Probing (SIP) may preclude subsequent Compound Specific Isotope Analysis (CSIA) in the study well for a period of
time. CSIA can be performed priorto SIP or at another location.
2340 Stock Creek Blvd.
Rockford, TN 37853-3044
Phone: 865.573.8188
Fax: 865.573.8133
www.microbe.com
003037
-------
REPORT TO:
Reports will be provided to the contact(s) listed below. Parties other than the contact(s) listed
below will require prior approval.
Name:
Company:
Address:
email:
Phone:
Fax:
Project Manager:
Project Name:
Project No.:
INVOICE TO:
For Invoices paid by a third party it is imperative that contact information &
corresponding reference No. be provided.
Name:
Company:
Address:
email:
Phone:
Fax:
Purchase Order No.
Subcontract No.
m
mtcrobialinsights
2340 Stock Creek Blvd.
Rockford, TN 37853-3044
phone (865) 573-8188
fax: (865)573-8133
email: info@microbe.com
www.microbe.com
Please Check One:
~ More samples to follow
~ No Additional Samples
Report Type: ~ Standard (default) ~ Comprehensive (15% surcharge) ~ Historical (30% surcharge)
Please contact us prior to submitting samples regarding questions about the analyses you are requesting at (865) 573-8188 (8:00 am to 4:00 pm M-F). After these hours please call (865) 300-8053.
Sample Information
CENSUS:
miid
Sample Name
Date Sampled
Time Sampled
Matrix
£
_s
Q.
<
Ll_
>
§
"O
'©
o
_©
¦C
Q
O
X
o
O"
DHC Functional genes |
qDHB (Dehalobacter) |
qDSM (Desulfuromonas) |
qDSB (Desulfitobacterium) |
qEBAC (Total) |
qDSR (SRBs only) |
qSRB/IRB |
qMGN (methanogens) |
qMOB (methanotrophs) |
qDNF (Dentrifying) |
qAOB (ammonia oxidizing) |
qPM1 (MTBE aerobic) |
qTOD (Intial PAHs aerobic) |
qCAT (Intermediate PAHs aerobic) |
qBSS (Toluen/Xylene Anaerobic) |
qNAH (Napthalene aerobic) |
add. qPCR: |
add. qPCR: |
add. qPCR: |
RNA (Expression Option)* |
o
o
o
o
Relinquished by: Date: Received by: Date
In order for analysis to be completed correctly, it is vital that chain of custody is filled out correctly & that all relative information is provided. Failure to provide sufficient and/or correct information regarding reporting, invoicing & analyses requested
information may result in delays for which Ml will not be liable * additional cost and sample preservation are associated with RNA samples.
003038
-------
Oxygen CHEMets®
0-1ppm
Sampling
The most critical part of any dissolved oxygen test is sampling. The
sample stream must be completely leak-free. The sampling tube is
vertically mounted with a tube of inert material connecting the sample
point to the bottom of the sampling tube. Use stainless steel, type 304
or 316, or glass tubing with short neoprene connections. Do not use
copper tubing, long sections of neoprene or other polymeric tubing. If
a flowing sample is not available, the sample must be handled with as
little agitation as possible.
Test Procedure
1. To remove trapped air bubbles, the system
should be purged with water that is flowing
at the fastest possible rate, and has a
temperature of 180 - 210°F (80 - 100°C).
New sampling systems should be purged for
several hours, while those used routinely
may require only a few minutes. When the
system is fully purged, reduce the flow to
500 - 1000 mL per minute and cool the
sample to ambient temperature.
2. Insert a CHEMet ampoule so that the tapered tip is at the bottom of
the sampling tube. Snap the ampoule tip by gently pressing the
upper end of the ampoule toward the wall of the sampling tube
(fig. 1). The ampoule will fill, leaving a bubble to facilitate mixing.
3. Quickly mix the contents by inverting the ampoule, allowing the
bubble to travel from end to end. Wipe all liquid from the
exterior of the ampoule. The color comparison must be made
within 30 seconds.
003039
4. Hold the comparator in a nearly horizontal
position while standing directly beneath a
bright source of light. Place the CHEMet
ampoule between the color standards moving
it from left to right along the comparator until
the best color match is found (fig 3). If the
color of the CHEMet ampoule is between two
color standards, a concentration estimate can
be made.
Test Method
The Oxygen CHEMets®1 test employs the Rhodazine D™ Method.2'3.4
Dissolved oxygen reacts with the pale yellow colored leuco form of
Rhodazine D to produce a deep rose color. The resulting color is
proportional to the dissolved oxygen concentration in the sample.
Results are expressed in ppm (mg/Liter) 02.
1. CHEMets is a registered trademark of CHEMetrics, Inc. U.S. Patent No. 3,634,038
2. Rhodazine D methodology was developed by and is a trademark of CHEMetrics, Inc.
3. ASTM D 5543 - 94 (2005), Low Level Dissolved Oxygen in Water, Test Method A
4. ASTM Power Plant Manual, 1st ed., p. 169 (1984)
Safety Information
Read MSDS before performing this test procedure. Wear safety glasses.
Important Note
The CHEMet ampoules contain a reagent which will deteriorate upon
prolonged exposure to light. They will remain stable only if stored in the
dark.
Reorder Information Cat. No.
Test Kit, complete K-7501
Refill, 30 CHEMet ampoules R-7501
Comparator, 0-1 ppm C-7501
Sampling Tube, package of three A-0020
Mounting Clamp Adhesive, package of six A-0022
Mounting Clamp Permanent, package of six A-0034
4295 CatlettRoad, Calverton, VA 20138-0214 U.S.A.
Phone: (800) 356-3072; Fax: (540) 788-4856; E-Mail: orders@chemetrics.com
www.chemetrics.com Oct. 07, Rev. 8
-------
Oxygen CHEMets® Kit
K-7512: 1 - 12 ppm
Sampling
The most critical part of any dissolved oxygen test is sampling.
It is difficult to obtain an aliquot which accurately reflects the
oxygen content of a sample. Exposure to the high oxygen
content of "air" will cause a sample to approach saturation.
Biological activity may cause rapid oxygen depletion. Dipping
and pouring operations should be performed with as little
agitation as possible.
Test Procedure
1. Fill the sample cup to the 25 mL mark with
the sample to be tested (fig 1).
2. Place the ampoule in the sample cup.
Snap the tip by pressing the ampoule
against the side of the cup. The ampoule
will fill, leaving a small bubble to facilitate
mixing (fig. 2).
3. Mix the contents of the ampoule by
inverting it several times, allowing the
bubble to travel from end to end. Dry the
ampoule and wait 2 minutes for color
development.
4. Hold the comparator in a nearly horizontal
position while standing directly beneath a
source of light. Place the ampoule
between the color standards moving it
from left to right along the comparator until
the best color match is found (fig 3). If the
color of the ampoule is between two color
standards, a concentration estimate can
be made.
pi
003040
Test Method
The Oxygen CHEMets®1 test kit employs the indigo carmine
method2'3. In an acidic solution, oxygen oxidizes the yellow-
green colored leuco form of indigo carmine to form a highly
colored blue dye. The resulting blue color is proportional to the
dissolved oxygen concentration in the sample. Test results are
expressed in ppm (mg/Liter) oxygen as 02.
1. CHEMets is a registered trademark of CHEMetrics, Inc. U.S. Patent No.
3,634,038
2. ASTM D 888 - 87, Dissolved Oxygen in V\foter, Test Method A
3. Gilbert, T. W., Behymer, T. D., Castaneda, H. B., "Determination of Dissolved
Oxygen in Natural and Wastewaters," American Laboratory, pp. 119-134, March
1982
Safety Information
Read MSDS before performing this test. Wear safety glasses
and disposable gloves.
Important Note
The CHEMet ampoules contain a light sensitive reagent. They
will remain stable only if stored in the dark.
CHEMetrics, Inc., 4295 CatlettRoad, Calverton, VA 20138-0214 U.S.A.
Phone: (800) 356-3072; Fax: (540) 788-4856; E-Mail: orders@chemetrics.com
www. chemetrics. com
Aug. 08, Rev 9
-------
•Iron Test Kit 1464 3
•Trousse d'analyse fer
• Eisen-Test-Kit
• Kit para el analisis del contenido en hierro
0.0 -10.0 mg/L
• Mod. IR-18B
• # 1464-01
• To ensure accurate results, read carefully before proceeding.
• Pour obtenir des resultats exacts, lire attentivement le mode d'emploi avant d'utiliser la trousse.
• Um genaue Ergebnisse zu gewahrleisten, lesen Sie das Folgende bitte aufmerksam durch, bevor Sie fortfahren.
• Para obtener resultados precisos, lea detenidamente las instrucciones antes de proceder al analisis.
[HACH]
003041
WARNING
Handling chemical samples, standards, and reagents can
be dangerous. Review the Material Safety Data Sheets
before handling any chemicals.
ATTENTION
La manipulation des echantillons chimiques, etalons et
reactifs peut etre dangereuse. Lire les fiches de donnees de
securite des produits avant de manipuler tout
produit chimique.
WARNUNG
Die Handhabung chemischer Proben, Standards und
Reagenzien kann gefahrlich sein. Bitte gehen Sie die
Materialsicherheitsdatenblatter durch, bevor Sie
Chemikalien handhaben.
ADVERTENCIA
El manejo de sustancias quimicas, patronesy reactivos,
puede resuhar peligroso. Lea las fichas de informaciones
de seguridad de materiales antes de manipular cualquier
producto quimico.
-------
Measuring Hints and General Test Information
• Samples containing more than 30 mg/L iron can yield inaccurate results and should
be diluted before testing. A 1:2 dilution is made by using 2.5 mL of sample water and
2.5 mL of deionized water. Multiply the test results by 2 to obtain the correct
mg/L iron. If this answer is greater than the answer obtained from the un-diluted test,
the results of the un-diluted test are probably wrong. The results of other dilutions
will follow a similar procedure; for example, the test results of a 1:5 dilution
(1 mL sample water and 4 mL deionized water) would be multiplied by 5 to obtain
the correct mg/L iron. (The dropper and deionized water used for dilutions are not
included in this kit. See REPLACEMENTS.)
• Wash all labware between tests. Contamination may alter test results. Clean with a
non-abrasive detergent or a solvent such as isopropyl alcohol. Use a soft cloth for
wiping or drying. Do not use paper towels or tissue on plastic tubes as this may
scratch them. Rinse with clean water (preferably deionized water).
• Rinse all viewing tubes thoroughly with the sample water before testing.
• To open PermaChem® Powder Pillows:
1. Tap the bottom of the pillow on a hard surface.
2. Tear open the pillow along the dashed line.
3. Open the pillow and form a spout by squeezing the side edges.
4. Pour the contents into the sample.
• Accuracy is not affected by undissolved powder.
• To obtain a representative sample of water containing rust or precipitated iron, shake
the container and then take the test sample.
• If iron is present as dissolved iron, color will develop almost instantly. If iron is
present as rust, wait two to five minutes for complete color development.
• Hach strongly recommends that, for optimum test results, reagent accuracy be
checked with each new lot of reagents. Use the standard solution included in this kit
or listed in the OPTIONAL REAGENTS AND EQUIPMENT section. Follow the
instructions included with each standard solution.
003042
2
-------
Conseils pour les mesures et informations generates sur l'analyse
• Les echantillons contenant plus de 30 mg/L de fer peuvent donner des resultats
inexacts et doivent etre dilues avant l'analyse. Une dilution au 1/2 est realisee en
utilisant 2.5 mL d'echantillon et 2.5 mL d'eau desionisee. Multiplier le resultat par 2
pour obtenir la concentration correcte du fer. Si cette reponse est superieure a la
reponse obtenue dans l'analyse de l'echantillon non dilue, le resultat de l'echantillon
non dilue est probablement faux. Pour les resultats d'autres dilutions, suivre une
procedure similaire; par exemple, le resultat d'une dilution au 1/5
(1 mL d'echantillon et 4 mL d'eau desionisee) doit etre multiplie par 5 pour obtenir la
concentration correcte du fer. (Le compte-gouttes et l'eau desionisee utilises pour les
dilutions ne sont pas contenus dans cette trousse. VoirREACTIFSET
EQUIPEMENTS OPTIONNELS.)
• Laver toute la verrerie entre les analyses. La contamination peut fausser les resultats
d'analyses. Laver avec un detergent non abrasif ou un solvant tel que l'isopropanol.
Utiliser un tissu doux pour essuyer ou secher. Ne pas utiliser de tissu ou papier
d'essuyage sur les tubes en plastique pour ne pas les rayer. Rincer a l'eau propre
(de preference de l'eau desionisee).
• Rincer soigneusement tous les tubes colorimetriques avec l'echantillon d'eau
avant l'analyse.
• Pour ouvrir les sachets PermaChem®:
1. Taper le bas du sachet sur une surface dure.
2. Dechirer le sachet en suivant le pointille.
3. Ouvrir le sachet et former un bee en rapprochant les bords lateraux.
4. Verser le contenu dans l'echantillon.
• L'exactitude n'est pas affectee par la poudre non dissoute.
• Pour obtenir un echantillon representatif d'eau contenant de la rouille ou du fer
precipite, secouer le recipient avant de prelever l'echantillon pour l'analyse.
• Si le fer est present sous forme de fer dissous, la couleur se developpe presque
instantanement. Si le fer est present sous forme de rouille, attendre deux a cinq
minutes le developpement de la coloration.
• Pour de meilleurs resultats, Hach recommande vivement de verifier la validite du
reactif pour chaque nouveau lot de reactifs. Utiliser la solution etalon contenue dans
cette trousse ou listee dans la partie REACTIFS ET EQUIPEMENTS OPTIONNELS.
Suivre les instructions fournies avec chaque solution etalon.
003043
3
-------
Mel)tips und allgemeine Testinformationen
• Proben, die tiber 30 mg/L Eisen enthalten, konnen ungenaue Ergebnisse erbringen
und sollten vor dem Test verdtinnt werden. Eine 1:2-Verdiinnung wird unter
Verwendung von 2,5 mL Probenwasser und 2,5 mL vollentsalztem Wasser
hergestellt. Multiplizieren Sie die Testergebnisse mit 2, um die richtigen mg/L Eisen
zu erhalten. 1st diese Reaktion groBer als diejenige, die aus dem unverdtinnten Test
erhalten wurde, so sind die Ergebnisse des unverdtinnten Tests wahrscheinlich falsch.
Die Resultate anderer Verdtinnungen werden einem ahnlichen Verfahren folgen so
werden zum Beispiel die Testergebnisse einer Verdtinnung von 1:5
(1 mL Probenwasser und 4 mL vollensalztes Wasser) mit 5 multipliziert, um die
richtigen mg/L Eisen zu erhalten. (Die Tropfpipette und fur Verdtinnungen
verwendetes, vollentsalztes Wasser sind nicht im Lieferumfang dieses Kits enthalten.
Siehe VERBRA UCHSMATER1AL UND ERSATZTEILE.)
• Waschen Sie alle Laborartikel zwischen den Tests. Verunreinigung kann die
Testergebnisse verfalschen. Reinigen Sie sie mit einem nicht scharfen Detergent oder
einem Losungsmittel wie zum Beispiel Isopropylalkohol. Verwenden Sie fur das
Abwischen oder Abtrocknen ein weiches Tuch. Verwenden Sie bei den
Plastikrohrchen keine Papierhandtticher oder Tissue-Papier, da dieses sie zerkratzen
kann. Sptilen Sie mit sauberem Wasser (vorzugsweise entsalztes Wasser).
• Sptilen Sie alle Prufrohrchen vor dem Test griindlich mit dem Probenwasser.
• Offnen der PermaChem®-Pulverkissen:
1. Klopfen Sie mit dem Boden des Kissens auf eine harte Oberflache.
2. Offnen Sie das Kissen und bilden Sie durch Driicken der Seitenkanten
einen AusgieBer.
3. Schiitten Sie den Inhalt in die Probe.
• Die Genauigkeit wird durch unaufgelostes Pulver nicht beeintrachtigt.
• Um eine representative Probe von Wasser zu erhalten, das Rost oder ausgefalltes
Eisen enthalt, schiitteln Sie den Behalter und nehmen Sie dann die Testprobe.
• 1st Eisen als gelostes Eisen anwesend, so wird sich fast momentan eine Farbung
entwickeln. 1st Eisen als Rost vorhanden, so warten Sie bitte zwei bis fiinf Minuten
auf die vollstandige Farbentwicklung.
• Hach empfiehlt, fur optimale Testergebnisse die Genauigkeit des Reagenzes bei jeder
neuen Partie von Reagenzien zu uberprtifen. Verwenden Sie dazu die diesem Kit
beiliegende Standardlosung oder die im Abschnitt ZUSATZLICHE REAGENZIEN
UND ZUBEHOR aufgefiihrten. Befolgen Sie die Anweisungen, die jeder
Standardlosung beiliegen.
003044
4
-------
Consejos para la medicion e informacion general sobre el analisis
• Las muestras que contienen mas de 30mg/L de hierro pueden producir resultados
inexactos y deben ser diluidas antes de proceder al analisis. Diluya 2,5 mL de muestra
de agua en 2,5 mL de agua desionizada para obtener una dilucion al 1:2. Multiplique
en este caso los resultados del analisis por 2 para obtener el resultado en mg/L de
hierro. Si el valor asi obtenido es mayor que el logrado con la muestra sin diluir,
significa que los resultados obtenidos a partir de la muestra sin diluir son erroneos.
Siga el mismo procedimiento para otras diluciones; por ejemplo, para una dilucion
al 1:5 (lmL de muestra de agua en 4 mL de agua desionizada) multiplique el
resultado por 5 para obtener la concentration correcta de hierro. (La pipeta y el agua
desionizada para diluir no se incluyen este kit. Vease REACTIVOS ¥MATERIALES.)
• Lavar todo el material de laboratorio entre los analisis. La contamination puede
alterar los resultados. Limpiar con un detergente no abrasivo o con un solvente como
el alcohol isopropilico. Utilizar un pafio suave para limpiar o secar. No utilizar ni
toallitas ni panuelos de papel para limpiar los tubos de plastico para no rayarlos.
Aclarar con agua limpia (preferentemente agua desionizada).
• Aclarar todos los tubos para colorimetria abundantemente con la muestra de agua
antes de realizar el analisis.
• Para abrir las Capsulas de Reactivo PermaChem® proceda del siguiente modo:
1. Golpee ligeramente la parte inferior de la capsula contra una superficie dura.
2. Tire de la linea de puntos para abrir.
3. Abra la capsula y presione sobre los laterales de la misma hasta que brote
el contenido.
4. Vierta el contenido en la muestra.
• La exactitud del analisis no se vera afectada por restos de polvos de reactivo
sin disolver.
• Para obtener una muestra representativa de agua conteniendo herrumbre o hierro
precipitado, sacuda el contenedor de agua y proceda a tomar la muestra a analizar.
• Si el hierro esta disuelto, el color aparecera casi instantaneamente. Si el hierro esta en
forma de herrumbre, espere de 2 a 5 minutos para la aparicion completa de color.
• Para obtener mejores resultados, Hach recomienda encarecidamente comprobar la
validez del reactivo con cada nuevo lote. Utilice para ello la solution patron incluida
en este kit o relacionada en la section de REACTIVOS YEQUIPAMIENTO
OPCIONALES. Siga las instrucciones que se incluyen en cada solution patron.
003045
5
-------
• Procedure • Technique • Verfahren • Procedimiento
1. Fill a viewing tube to the first (5-mL) line with sample
water. This is the blank.
• Remplir un tube colorimetrique jusqu'au premier trait
(5 mL) avec l'echantillon d'eau. Ceci est le blanc.
• Ftillen Sie ein Priifrohrchen bis zur ersten (5 mL) Linie mit
Probenwasser. Dieses ist die Blindprobe.
• Llene un tubo para colorimetria hasta la primera marca
(5 mL) con la muestra de agua. Esto constituye el bianco.
2. Place this tube in the top left opening of the
color comparator.
• Placer ce tube dans l'ouverture superieure gauche
du comparateur.
• Stellen Sie dieses Rohrchen in die obere linke Offnung
des Farbkomparators.
• Coloque este tubo en la abertura superior izquierda
del comparador.
3. Fill another viewing tube to the first (5-mL) line with
sample water.
• Remplir un autre tube jusqu'au premier trait (5 mL) avec
l'echantillon d'eau.
• Ftillen Sie ein weiteres Prtifrohrchen bis zur ersten (5 mL)
Linie mit Probenwasser.
• Llene otro tubo para colorimetria hasta la primera marca
(5 mL) con la muestra de agua.
4. Add the contents of one FerroVer® Iron Reagent Powder
Pillow to the second tube.
• Ajouter le contenu d'un sachet de reactif du fer FerroVer®
au second tube.
• Geben Sie den Inhalt eines FerroVer® Eisenreagenz
Pulverkissens in das zweite Rohrchen.
• Vierta el contenido de una de las capsulas FerroVer® de
reactivo de hierro en el segundo tubo de los preparados
anteriormente.
003046
6
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5. Swirl to mix. An orange color will develop if iron
is present.
• Agiter pour melanger. En presence de fer, une coloration
orange se developpe.
• Schwenken Sie es zum Vermischen. 1st Eisen vorhanden,
wird sich eine orange Farbung entwickeln.
• Agite hasta mezclar. Si hay hierro en la muestra, aparecera
un color naranja.
6. Place the second tube in the top right opening of the
color comparator.
• Placer le second tube dans l'ouverture superieure droite
du comparateur.
• Setzen Sie das zweite Rohrchen in die obere rechte
Offnung des Farbkomparators.
• Coloque el segundo tubo en la abertura superior derecha
del comparador.
7. Hold comparator up to a light source such as the sky, a
window or a lamp. Look through the openings in front.
• Tenir le comparateur face a une surface uniformement
eclairee (ciel, lampe, fenetre) et regarder par les ouvertures
de la face anterieure du comparateur.
• Halten Sie den Komparator gegen eine Lichtquelle wie
zum Beispiel den Himmel, ein Fenster oder eine Lampe.
Sehen Sie durch die Offnungen vorn.
• Lleve el comparador hasta una fuente de luz, tal como el
cielo, una ventana o una lampara. Mire a traves de las
aberturas frontales del comparador.
7
-------
Rotate the color disc until the color matches in the
two openings.
Tourner le disque jusqu'a egalite des teintes dans les
deux ouvertures.
Drehen Sie die Farbscheibe, bis die Farbe in den beiden
Offnungen ubereinstimmt.
Haga girar el disco de color hasta que el color coincida en
ambas aberturas.
Read the mg/L iron in the scale window.
Lire la concentration du fer en mg/L dans la fenetre
de l'echelle.
Lesen Sie die mg/L Eisen im Skalenfenster ab.
Lea la concentration de hierro en mg/L en la ventanilla de
la escala.
8
-------
Cat. No.
1732-00
1874-00
6600-04
REPLACEMENTS
Description Unit
Color Comparator Box each.
Color Disc, Iron Phenanthroline, 0-10 mg/L each.
Color Viewing Tube, plastic, with cap 4/pkg.
FerroVer Iron Reagent Powder Pillows, 5-mL 100/pkg 927-99
Instruction Card, IR-18B Test Kit each 1464-38
Syringe, 1-cc each 12263-00
REACTIFS ET PIECES DE RECHANGE
Designation Unite Ref.
Comparateur 1 1732-00
Disque colore fer, phenanthroline, 0-10 mg/L 1 1874-00
Tube colorimetrique en plastique avec bouchon 4/paq 46600-04
Reactif du fer FerroVer, 5 mL 100/paq 927-99
Mode d'emploi da la trousse IR-18B 1 1464-38
Seringue 1 cc 1 12263-00
VERBRAUCHSMATERIAL UND ERSATZTEILE
Beschreibung Einheit Kat. Nr.
Farbkomparator 1 1732-00
Farbscheibe, Eisen-Phenanthrolin, 0-10 mg/L 1 1874-00
Farbprtifrohrchen, Plastik, mit Kappe 4/Stck 46600-04
FerroVer Eisenreagenz Pulverkissen, 5 mL 100/Stck 927-99
Anleitungskarte, IR-18B Test Kit 1 1464-38
Spritze, 1 cc 1 12263-00
REACTIVOS Y MATERIALES
Description Unidad N- Ref.
Comparador de Colores 1 1732-00
Disco de color, fenantrenolina ferrica, 0-10 mg/L 1 1874-00
Tubo para colorimetria de plastico, con tapa protectora 4/lote 46600-04
Capsulas FerroVer, de reactivo de hierro, 5mL 100/lote 927-99
Tarjeta de Instrucciones, Juego de Prueba IR-18B 1 1464-38
Jeringuilla, lcc 1 12263-00
• Hach Company trademarks • Marques de Hach Company • Warenzeichen der Hach Company
• Marcas registradas de Hach Company:
FerroVer® PermaChem® PourRite™
003049
9
-------
OPTIONAL REAGENTS AND EQUIPMENT
Description Unit Cat. No.
Caps, for plastic Color Viewing Tubes 46600-04 4/pkg 46600-14
Color Viewing Tube, glass 6/pkg 1730-06
Dropper, glass, 0.5- and 1.0-mL marks 5/pkg 14197-05
Iron Standard Solution, 2-mL PourRite™ Ampule, 25 mg/L 20/pkg 24629-20
Instructions, Color Viewing Tube each 46600-88
Stoppers, for glass Color Viewing Tubes 1730-06 6/pkg 1731-06
Water, deionized 100 mL 272-42
REACTIFS ET EQUIPEMENTS OPTIONNELS
Designation Unite Ref. N-
Bouchons pour tubes en plastique 46600-04 4/paq 46600-14
Tube colorimetrique en verre 6/paq 1730-06
Compte-gouttes en verre, marque 0,5 et 1,0 mL 5/paq 14197-05
Solution etalon fer, 25 mg/L, ampoule PourRite™ 2 mL 20/paq 24629-20
Instructions pour tubes colorimetriques 1 46600-88
Bouchons pour tubes en verre 1730-06 6/paq 1731-06
Eau desionisee 100 mL 272-42
ZUSATZLICHE REAGENZIEN UND ZUBEHOR
Beschreibung Einheit Kat. Nr.
Kappen, fur Plastik-Farbpriifrohrchen 46600-04 4/Stck 46600-14
Farbpriifrohrchen, Glas 6/Stck 1730-06
Tropfpipette, Glas-, mit 0,5 mL- und 1 mL-Markierungen 5/Stck 14197-05
Eisen Standardlosung, 25 mg/L, 2 mL-PourRite™-Ampulle 20/Stck 24629-20
Gebrauchsanweisung fur Farbpriifrohrchen 1 46600-88
Stopfen fur Glas-Farbprtifrohrchen 1730-06 6/Stck 1731-06
Entsalztes Wasser 100 mL 272-42
REACTIVOS Y EQUIPAMIENTO OPCIONALES
Description Unidad N2 Ref.
Tapas protectoras para tubos de plastico 46600-04 4/lote 46600-14
Tubos para colorimetria de vidrio 6/lote 1730-06
Pipeta, de vidrio, graduada (divisiones de 0,5 y 5/lote 14197-05
Solucion patron de hierro , 25mg/L, Ampolla PourRite™ de 2mL.... 20/lote 2462920
Instrucciones para los tubos para colorimetria 1 46600-88
Tapones para tubos de vidrio 1730-06 6/lote 1731-06
Agua desionizada 100 mL 272-42
003050
10
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11
003051
-------
• Pour assistance technique, informations de prix ou informations pour
commander, contactez HACH Company ou votre distributeur HACH.
• Technische Unterstutzung, aktuelle Preisauskunfte und Bestellhilfe
erhalten Sie bei Ihrer HACH Vertretung.
• Para obtener asistencia tecnica asi como informacion sobre los precios y
pedidos, ponerse en contacto con HACH Company o la agencia local
de distribucion.
[HACH]
HACH COMPANY
WORLD HEADQUARTERS
P.O. Box 389
Loveland, Colorado 80539-0389
Telephone: (970) 669-3050
FAX: (970) 669-2932
Telex: 160840
HACH EUROPE
Chaussee de Namur, 1
B-5150 Floriffoux (Namur), Belgium
Telephone: (32) (81) 44.71.71
FAX: (32) (81) 44.13.00
FOR TECHNICAL ASSISTANCE, PRICE INFORMATION AND ORDERING:
In the U.S.A. - Call 800-227-4224 toll-free for more information.
Outside the U.S.A. - Contact the HACH office or distributor serving you.
© Hach Company, 1997. All rights reserved. Printed in the U.S.A.
003052
te/dk7/97 led
-------
• Iron, Ferrous, Test Kit
1,10 Phenanthroline Iron Reagent Method
• Trousse d'analyse fer ferreux
Methode reactif fer 1,10 Pheanthroline
• Eisen, 2wertig Test Kit
1,10 Phenanthrolin-Eisenreagenz Methode
• Kit de analisis para hierro ferroso
Metodo reactivo de fenatrolina de hierro 1,10
0.0 - 10.0 mg/L
• Mod. IR-18C
•#26672-00
• To ensure accurate results, read carefully before proceeding.
• Pour obtenir des resultats exacts, lire attentivement le mode d'emploi avant d'utiliser la trousse.
• Um genaue Ergebnisse zu gewahrleisten, lesen Sie das Folgende bitte aufmerksam durch, bevor Sie fortfahren.
• Para obtener resultados precisos, lea detenidamente las instrucciones antes de proceder al analisis.
[hach]
003053
WARNING
Handling chemical samples, standards, and reagents can
be dangerous. Review the Material Safety Data Sheets
before handling any chemicals.
ATTENTION
La manipulation des echantillons chimiques, etalons et
reactifspeut etre dangereuse. Lire les fiches de donnees de
securite des produits avant de manipuler tout
produit chimique.
WARNUNG
Die Handhabung chemischer Proben, Standards und
Reagenzien kann gefahrlich sein. Bitte gehen Sie die
Materialsicherheitsdatenblatter durch, bevor Sie
Chemikalien handhaben.
ADVERTENCIA
El manejo de sustancias quimicas, patrones y reactivos,
puede resultar peligroso. Lea las fichas de informaciones
de seguridad de materiales antes de manipular cualquier
producto quimico.
-------
Introduction
The 1,10 phenanthroline indicator in the Ferrous Iron Reagent reacts with ferrous iron in
the sample to form an orange color in proportion to the ferrous iron concentration. Ferric
iron does not react. The ferric iron (Fe3+) concentration can be determined by subtracting
the ferrous iron concentration from the results of a total iron test.
Introduction
L'indicateur 1,10 phenanthroline dans le reactif fer ferreux reagit avec le fer ferreux
present dans l'echantillon pour former une coloration orange proportionnelle a la
concentration de fer ferreux. Le fer ferrique ne reagit pas. La concentration de fer ferrique
(Fe3+) peut etre determinee en soustrayant la concentration de fer ferreux des resultats
d'une analyse de fer total.
Einleitung
Der 1,10 Phenantrolin Indikator im Eisen(II)-Reagenz reagiert mit Eisen(II) in der Probe
durch Bildungen einer orangen Farbe, proprotional zur Konzentration des zweiwertigen
Eisens. Eisen(III) reagiert nicht. Die Konzentration des dreiwertigen Eisen (Fe3+) kann
bestimmt werden, indem man die Konzentration des zweiwertigen Eisens von den
Ergebnissen eines Eisen Gesamt Tests subtrahiert.
Introduction
El indicador de 1,10-fenantrolina en el Reactivo para Hierro Ferroso reacciona con el
hierro ferroso de la muestra para formar un color anaranjado en proportion con la
concentration de hierro ferroso. El hierro ferrico no reacciona. La concentration de hierro
ferrico (Fe3+) puede ser determinada restando la concentration de hierro ferroso de el
resultado de una prueba de hierro total.
003054
2
-------
Measuring Hints and General Test Information
• Wash all labware between tests. Contamination may alter test results. Clean with a
non-abrasive detergent or a solvent such as isopropyl alcohol. Use a soft cloth for
wiping or drying. Do not use paper towels or tissue on plastic tubes as this may
scratch them. Rinse with clean water (preferably deionized water).
• Rinse all viewing tubes thoroughly with the sample water before testing.
• Use clippers to open plastic powder pillows.
• For critical testing, reagent accuracy should be checked with each new lot of reagents.
Prepare a ferrous iron stock solution (100 mg/L Fe) by dissolving 0.702 grams of
ferrous ammonium sulfate, hexahydrate, in one liter deionized water. Dilute 5.00 mL
of this solution to 100 mL with deionized water to make a 5.0 mg/L standard solution.
Prepare this immediately before use. Follow the ferrous iron test instructions using
this solution instead of a water sample.
Conseils pour les mesures et informations gene rales sur 1'analyse
• Laver toute la verrerie entre les analyses. La contamination peut fausser les resultats
d'analyses. Laver avec un detergent non abrasif ou un solvant tel que l'isopropanol.
Utiliser un tissu doux pour essuyer ou secher. Ne pas utiliser de tissu ou papier
d'essuyage sur les tubes en plastique pour ne pas les rayer. Rincer a l'eau propre
(de preference de l'eau desionisee).
• Rincer soigneusement tous les tubes colorimetriques avec l'echantillon d'eau
avant l'analyse.
• Utiliser la pince coupante pour ouvrir les gelules en plastique.
• Pour des analyses critiques, l'exactitude du reactif doit etre verifiee pour chaque
nouveau lot de reactifs. Preparer une solution-mere de fer ferreux (100 mg/L Fe) en
dissolvant 0,702 grammes d'ammonium-fer (II) sulfate, hexahydrate, dans un litre
d'eau desionisee. Diluer 3,00 mL de cette solution a 100 mL avec de l'eau desionisee
pour obtenir une solution etalon a 3,0 mg/L. Preparer cette solution immediatement
avant emploi. Suivre les instructions d'analyse du fer ferreux en remplajant
l'echantillon par cette solution etalon.
003055
3
-------
MeBtips und allgemeine Testinformationen
• Waschen Sie alle Laborartikel zwischen den Tests. Verunreinigung kann die
Testergebnisse verfalschen. Reinigen Sie sie mit einem nicht scharfen Detergent oder
einem Losungsmittel wie zum Beispiel Isopropylalkohol. Verwenden Sie fur das
Abwischen oder Abtrocknen ein weiches Tuch. Verwenden Sie bei den
Plastikrohrchen keine Papierhandtiicher oder Tissue-Papier, da dieses sie zerkratzen
kann. Sptilen Sie mit sauberem Wasser (vorzugsweise entsalztes Wasser).
• Sptilen Sie alle Priifrohrchen vor dem Test griindlich mit dem Probenwasser.
• Verwenden Sie eine Schere zur Offnung der Plastik-Pulverkissen.
• Um genaue Bestimungen zu erzielen, sollte die Genauigkeit der Reagenzien fur jede
neue Charge tiberprtift werden. Bereiten Sie eine Eisen-II Stammlosung
(lOOmg/L Fe) auf, indem Sie 0,702 Gramm Eisen-II Ammoniumsulfat, hexahydrat,
in einem Liter entsalzten Wasser losen. 3,00 mL dieser Losung werden mit 100 mL
entsalztem Wasser verdtinnt, so dass eine 3,0 mg/L Standardlosung entsteht. Diese
Losung wird unmittelbar vor Gebrauch angesetzt. Arbeiten Sie, unter Benutzung
dieser Losung anstelle einer Wasserprobe, gemaB den Anweisungen fur den
Eisen(II) Test.
Consejos para la medicion e informacion general sobre el analisis
• Lavar todo el material de laboratorio entre los analisis. La contaminacion puede
alterar los resultados. Limpiar con un detergente no abrasivo o con un solvente como
el alcohol isopropilico. Utilizar un pafio suave para limpiar o secar. No utilizar ni
toallitas ni panuelos de papel para limpiar los tubos de plastico para no rayarlos.
Aclarar con agua limpia (preferentemente agua desionizada).
• Enjuagar todos los tubos para colorimetria abundantemente con la muestra de agua
antes de realizar el analisis.
• Utilice las pinzas cortantes para abrir las capsulas de plastico.
• Para pruebas exigentes o diflSciles, la precision del reactivo debe ser verificada cada
vez que se comienza con un nuevo lote. Preparar una solucion de reserva de hierro
ferroso (100 mg/L Fe), disolviendo 0,702 gs. de sulfato de amonio ferroso,
hexahidrato, en un litro de agua desionizada. Diluya 3,00 mL de esta solucion en
100 mL de agua desionizada para hacer una solucion estandar de 3,00 mg/L. Esta
debe ser preparada inmediatamente antes de usarla. Siga las instrucciones de la
prueba de hierro ferroso empleando esta solucion en vez de una muestra de agua.
003056
4
-------
• Procedure • Technique • Verfahren • Procedimiento
1. Fill a viewing tube to the first (5-mL) line with sample
water. This is the blank.
•f Remplir un tube colorimetrique jusqu'au premier trait
(5 mL) avec l'echantillon d'eau. Ceci est le blanc.
•f Ftillen Sie ein Priifrohrchen bis zur ersten (5 mL) Linie mit
Probenwasser. Dieses ist die Blindprobe.
•f Llene un tubo para colorimetria hasta la primera marca
(5 mL) con la muestra de agua. Esto constituye el bianco.
2. Place this tube in the top left opening of the
color comparator.
•f Placer ce tube dans l'ouverture superieure gauche
du comparateur.
•f Stellen Sie dieses Rohrchen in die obere linke Offnung
des Farbkomparators.
•f Coloque este tubo en la abertura superior izquierda
del comparador.
3. Fill the measuring vial to the 25-mL mark with
sample water.
•f Remplir le tube de mesure jusqu'au trait 25 mL avec
l'echantillon d'eau.
•f Ftillen Sie das Messrohrchen bis zur 25 mL Markierung
mit dem Probenwasser.
•f Llene el frasco medidor hasta la marca de 25 mL con el
agua de la muestra.
4. Add the contents of one Ferrous Iron Reagent Powder
Pillow to the measuring vial.
•f Ajouter le contenu d'une gelule de reactif du fer ferreux au
tube de mesure.
•f Geben Sie den Inhalt eines Eisen(II)-Reagenz-
Pulverkissens in das Messrohrchen.
•f Agregue el contenido de una capsula del Reactivo para
Flierro Ferroso al frasco medidor.
003057
5
-------
5. Swirl to mix. An orange color will develop if ferrous iron
is present. Allow three minutes for full color development.
•f Agiter pour melanger. En presence de fer ferreux, une
coloration orange se developpe. Attendre le
developpement complet de la coloration.
•f Schwenken Sie zum Vermischen. 1st Eisen(II) vorhanden,
entwickelt sich eine orange Farbung. Warten Sie drei
Minuten, bis sich die Farbe vollstandig ausgebildet hat.
•f Agite para mezclar. Se formara un color anaranjado en
presencia de hierro ferroso. Deje pasartres minutos para
que el color se desarrolle completamente.
6. Fill another viewing tube to the first (5-mL) mark with the
prepared sample.
•f Remplir un autre tube jusqu'au premier trait (5 mL) avec
l'echantillon prepare.
•f Ftillen Sie ein weiteres Prtifrohrchen bis zur ersten (5 mL-)
Linie mit der vorbereiteten Probe.
•f Llene otro tubo para colorimetria hasta la marca de 5mL
con la muestra preparada en los puntos 4 y 5.
7. Place the second tube in the top right opening of the
color comparator.
•f Placer le second tube dans l'ouverture superieure droite
du comparateur.
•f Setzen Sie das zweite Rohrchen in die obere rechte
Offnung des Farbkomparators.
•f Coloque el segundo tubo en la abertura superior derecha
del comparador.
6
-------
8. Hold comparator up to a light source such as the sky, a
window or a lamp. Look through the openings in front.
•f Tenir le comparateur face a une surface uniformement
eclairee (ciel, lampe, fenetre) et regarder par les ouvertures
de la face anterieure du comparateur.
•f Halten Sie den Komparator gegen eine Lichtquelle wie
zum Beispiel den Himmel, ein Fenster oder eine Lampe.
Sehen Sie durch die Offnungen vorn.
•f Lleve el comparador hasta una fuente de luz, tal como el
cielo, una ventana o una lampara. Mire a traves de las
aberturas frontales del comparador.
9. Rotate the color disc until the color matches in the
two openings.
•f Tourner le disque jusqu'a egalite des teintes dans les
deux ouvertures.
•f Drehen Sie die Farbscheibe, bis die Farbe in den beiden
Offnungen ubereinstimmt.
•f Flaga girar el disco de color hasta que el color coincida en
ambas aberturas.
10 . Read the mg/L ferrous iron in the scale window.
•f Lire la concentration du fer ferreux en mg/L dans la
fenetre de l'echelle.
•f Lesen Sie die mg/L Eisen(II) im Skalenfenster ab.
•f Lea la concentration de hierro ferroso en mg/L en la
ventanilla graduada.
7
-------
REPLACEMENTS
Description Unit Cat. No.
Clippers each 968-00
Color Comparator each 1732-00
Color Disc, Iron Phenanthroline each I.. 1874-00
Ferrous Iron Reagent Powder Pillows, 25 mL 100/pkg 1037-69
Instruction Card, IR-18C Test Kit each 26672-88
Vial, measuring, with 2, 5, 10, 15, 20 and25-mL marks each 2193-00
Viewing Tube, plastic 4/pkg 146600-041
Water, deionized 4 L 272-56
REACTIFS ET PIECES DE RECHANGE
Designation
Pince coupante pour gelules moyennes
Comparateur
Disque colore fer, phenanthroline .
Unite Ref. N2
1 968-00
1 1732-00
1 1874-00
Reactif du fer ferreux en gelules pour 25 mL 100/paq 1037-69
Mode d'emploi de latrousse IR-18C 1 26672-88
Tube de mesure marque 2, 5, 10, 15, 20 et25 mL 1 2193-00
Tube colorimetrique en plastique avec bouchon 4/paq 46600-04
Eau desionisee 4 L 272-56
VERBRAUCHSMATERIAL UND ERSATZTEILE
Beschreibung
Abschneider
Farbkomparator
Farbscheibe, Eisenphenanthrolin..
Einheit Kat. Nr.
1 968-00
1 1732-00
1 1874-00
Eisen(II) Reagenz-Pulverkissen, 25 mL 100/Stck 1037-69
Anleitungskarte, IR-18C Test Kit 1 26672-88
Messrohrchen m. 2, 5, 10, 15, 20 und 25 mL Markierungen 1 2193-00
Farbprtifrohrchen, Plastik, mit Kappe 4/Stck 46600-04
Entsalztes Wasser 4 L 272-56
REACTIVOS Y MATERIALES
Description
Pinzas cortantes para capsulas intermedias.
Comparador de Colores
Disco de colores, fenantrolina de hierro
Unidad N2 Ref.
1 968-00
1 1732-00
1 1874-00
Reactivo para Hierro Ferroso, Bolsas de Polvo, 25 mL 100/lote 1037-69
Taijeta de Instrucciones, Juego de Prueba IR-18C 1 26672-88
Frasco medidor, con marcas a 2, 5, 10, 15, 20 y 25 mL 1 2193-00
Tubo para colorimetria de plastico, con tapa protectora 4/lote 46600-04
Agua desionizada 4 L 272-56
8
003060
-------
OPTIONAL REAGENTS AND EQUIPMENT
Description Unit Cat. No.
Caps, for plastic Color Viewing Tubes 46600-04 4/pkg 46600-14
Ferrous Ammonium Sulfate, Hexahydrate 113 g 11256-14
Flask, volumetric, Class A, 100-mL each 26366-42
Flask, volumetric, Class A, 1000-mL each 26366-53
Pipet, volumetric, Class A, 5-mL each 14515-37
Pipet Filler, safety bulb each 14651-00
REACTIFS ET EQUIPEMENTS OPTIONNELS
Designation Unite Ref. N2
Bouchons pour tubes en plastique 46600-04 4/paq 46600-14
Ammonium, fer (II) sulfate, 6 H20 ACS 113 g 11256-14
Fiole jaugee, classe A, 100ml 1 26366-42
Fiole jaugee, classe A, 1000 ml 1 26366-53
Pipette jaugee, classe A, 5,00ml 1 14515-37
Poire a pipetter 1 14651-00
ZUSATZLICHE REAGENZIEN UND ZUBEHOR
Beschreibung Einheit Kat. Nr.
Kappen, fur Plastik-Farbprtifrohrchen 46600-04 4/Stck 46600-14
Eisen(II)-Ammoniumsulfat, hexahydrat 113 g 11256-14
Messkolben, Klasse A, 100 mL 1 26366-42
Messkolben, Klasse A, 1000 mL 1 26366-53
Messpipette, Klasse A, 5mL 1 14515-37
Pipettenftiller, Sicherheitsball 1 14651-00
REACTIVOS Y EQUIPAMIENTO OPCIONALES
Description Unidad N2 Ref.
Tapas protectoras para tubos de plastico 46600-04 4/lote 46600-14
Sulfato de Amonio Ferroso, Hexahidratado 113 g 11256-14
Frasco volumetrico, clase A, 100-mL 1 26366-42
Frasco volumetrico, clase A, 1000-mL 1 26366-53
Pipeta volumetrica, clase A, 5-0 mL 1 14515-37
Bulbo de seguridad para llenador de pipeta 1 14651-00
003061
9
-------
003062
-------
003063
-------
• Pour assistance technique, informations de prix ou informations pour
commander, contactez HACH Company ou votre distributeur HACH.
• Technische Unterstutzung, aktuelle Preisauskunfte und Bestellhilfe
erhalten Sie bei Ihrer HACH Vertretung.
• Para obtener asistencia tecnica asi como information sobre los precios y
pedidos, ponerse en contacto con HACH Company o la agencia local
de distribution.
HACH COMPANY
WORLD HEADQUARTERS
P.O. Box 389
Loveland, Colorado 80539-0389
Telephone: (970) 669-3050
FAX: (970) 669-2932
Telex: 160840
HACH EUROPE
Chaussee de Namur, 1
B-5150 Floriffoux (Namur), Belgium
Telephone: (32) (81)44.71.71
FAX : (32) (81) 44.13.00
FOR TECHNICAL ASSISTANCE, PRICE INFORMATION AND ORDERING:
In the U.S.A. - Call 800-227-4224 toll-free for more information.
Outside the U.S.A. - Contact the HACH office or distributor serving you.
© Hach Company, 1997. All rights reserved. Printed in U.S.A.
003064
te/dk5/97 led
-------
Appendix D
Property Control Guidelines
003065
-------
NORTH CAVALCADE STREET SUPERFUND SITE
FIELD SAMPLING PLAN
VERSION 1.0
(This page intentionally left blank
NCRA_FSP_VER1_TEXT_2010-0728.DOC
003066
JULY 2010
-------
W CH2MH1LL
PROPERTY CONTROL
REPRESENTATIVE (PCR)
DESKTOP OPERATING
INSTRUCTIONS (DOI)
(EPA Programs)
AND
ISSUE AND RECEIPT
DOCUMENTS FOR
GOVERNMENT OWNED
MATERIALS AND EQUIPMENT
Revision C Approval
Date
%
PR0P.V1GT (Mil REV C
TITLE PAGE/EPA W15/9X
003067
-------
The following Property Management package
contains instructions that have been derived
from CH2M Hill's Government Property
Management Manual, and will aid individuals
to function as a Property Control
Representative (PCR). This package contains
Desktop Operating Instructions (DOI) for EPA
Programs, in the receiving and issuance of
government owned material and management
of government owned equipment. It also
provides copies of all forms that are required
to receive, issue and maintain inventories of
government owned material and equipment.
In the event that questions or problems arise,
please contact the Corporate Property
Administrator at (720) 286-2278 or the
undersigned at (720) 286-2442.
Tom Tschudy
Property/Asset Manager
-------
CH2MHILL
TABLE OF CONTENTS
Page
Number
Document
Title
Document Current Revision Current Revision
Number Level Date
i Title Page
ii Cover Letter
PropMgt 001
PropMgt 002
C
D
6/15/98
12/07/04
iii
Table of Contents
PropMgt 003
D
12/07/04
1
Desk Operating Instructions (DOI) for
Government Material (EPA Programs)
PropMgt 004
D
12/07/04
4
Desk Operating Instructions (DOI) for
Government Equipment (EPA Programs)
PropMgt 005
D
12/07/04
7
Receiving Report (RR) Form
PropMgt 006
D
12/07/04
8
Consumable Stock Record Log (CSRL) CAP
PropMgt 007A
C
6/15/98
9
Consumable Stock Record Log (CSRL) GFP
PropMgt 007B
C
6/15/98
10
Expendable Stock Record Log (ESRL) CAP
PropMgt 008A
C
6/15/98
11
Expendable Stock Record Log (ESRL) GFP
PropMgt 008B
C
6/15/98
12
PMARS Data Entry Sheet
PropMgt 009
C
6/15/98
13
Material and Equipment Flow Chart
PropMgt 010
D
12/07/04
14
PCR Certificate
PropMgt 011
C
6/15/98
15
Physical Inventory Log
PropMgt 012
D
12/07/04
16
Attachment A - Form Examples
N/A
N/A
N/A
PROPMGT 003
TABLE/EPA
REV D
12/07/04
003069
-------
IP CH2IVIHILL
Control of Government Owned Material
EPA Cost Reimbursement Contracts
DPI
(Desk Operating Instructions)
This DOI is a condensed set of EPA contract specific instructions derived from the CH2M HILL
Government Property Management Manual for the accountability of Federal Government owned material
acquired as a direct charge to Cost Reimbursement type contracts. Government owned material must only
be used for the work assignment for which it was acquired, unless transfer of costs and written authorization
to use on other work assignments or contracts is granted by the Contracting Officer or specified in the Work
Assignment or contract. This specific DOI details material control from receiving to maintaining and
issuance of government owned material. It is vital that all company employees understand the importance
of keeping accurate receiving and inventory records. Failure to maintain records of government-owned
property, which are the official government records both on-site and at company offices, is in violation of
Contract provisions. An unsatisfactory Property Control rating will result in reduced profits on award fee
contracts, liability for all government property, as well as the inability to obtain future work.
Definitions:
Consumable Material: Consumable, non-reusable items, or items incorporated into end-items (e.g.
monitoring systems, pumps, etc.), that will be purchased on a continuing basis (e.g., plastic bottles, rubber
gloves, packing boxes, purchased parts, assemblies, components, pumps, paper, nuts, bolts, etc.)
Expendable Material: Reusable items, that are purchased on a periodic basis as the items wear out (e.g.,
hammers, pliers, manual screwdrivers, flashlights, wire brushes, tool boxes, etc.)
Contractor Acquired Property (CAP): Property that is purchased by the contractor and charged direct to a
cost reimbursable type contract, which in turn becomes Government property.
Government Furnished Property (GFP): Government owned property that is provided to the contractor by
the government.
Property Control Representative (PCR): The individual assigned by the Program or Project Manager who is
responsible on-site for the management and control of property, both equipment and materials. The PCR
coordinates activities with the CH2M HILL Property Manager and assigned Contract Administrator.
Note: This DOI does not pertain to government owned equipment. The process for the control of
equipment is addressed in a separate DOI.
Section 1: Receiving Material
A. The Property Control Representative (PCR) will be responsible for recording all received
government owned material on the CH2M HILL Receiving Report (RR) (see page 7 of the
DOI). The PCR will coordinate all receiving activity for his/her responsible work assignment.
B. Upon receipt of government owned material on site, the PCR will examine all applicable
paper work, ensure quantities received match, inspect for damage, determine if CAP or GFP,
assign and physically store the stock material to the appropriate Work Assignment (WA)
storage area. In the event that materials are received at a remote location or field site, the
PROPMGT #004
DOI FOR GOVERNMENT MATERIAL/EPA
1
-------
receiver (if not the PCR) will inform the PCR of the acquisition and ensure that the PCR is
provided with all applicable paper work. The PCR is responsible for capturing all receiving
data for his/her WA (this will include controlling receipts at all WA site locations.) The PCR
must coordinate with project management and project accounting to ensure that every item
purchased or furnished is recorded on a RR. Keep in mind that property may be acquired via
purchase order, expense report, check request, local agreement, national agreement, etc. All
property must be accounted for on a RR.
Note: All government owned stock material must be segregated and identified by individual WAs and
stored in a designated storage area. Additionally, CH2M HILL owned or other contract material
must be segregated from government owned material. Do not co-mingle material.
C. The PCR will insure that all stocked material is physically placed in the designated WA
storage area.
D. The PCR will utilize a Receipt and Issue (RI) process for consumable material that will be
issued to the field within forty-five (45) days of acquisition. The RI record will consist of a
completed RR and the associated vendor invoice and/or receipt. All consumable materials
retained in stock longer than forty-five (45) days will be logged on a Consumable Stock
Record Log (CSRL (CAP)/CSRL (GFP)). All Expendable Material will be logged on an
Expendable Stock Record Log (ESRL(CAP)/ESRL(GFP)) as required. When relevant, the
CSRL must be located with or near where property is stored. All storage bins, boxes, and
shelves will be appropriately identified with ownership (i.e. Property of USEPA,) Contract
Number and Work Assignment Number.
E. All government owned expendable material will be permanently identified with the
appropriate ownership. Permanent ownership identification will be applied by using indelible
ink, paint pen, scribing or etching as conditions dictate.
F. The PCR will maintain a file of all applicable paperwork, copies of acquisition invoices and
receipts, RRs, CSRLs and ESRLs on site for audit purposes.
G. The PCR will forward copies of all RRs, current CSRLs, ESRLs and associated vendor
invoices and/or receipts monthly to the CH2M HILL Property Administrator as applicable.
Section 2: Distributing and Maintaining Material
A. The PCR will ensure that there is no co-mingling of stock material between WAs or between
government property and CH2M HILL owned or other client contract property.
B. The PCR may establish Minimum and Maximum (Min/Max) usage of government owned
consumable stock material for each WA and record it on the CSRL.
C. Users will log the quantity issued and acknowledge receipt of all consumable government
owned stock materials taken by them from storage on the CSRL as applicable..
D. Expendable property items are not required to be recorded as issued each time those items are
used (e.g. Hammers are recorded as received only once on an ESRL until final disposition.)
E. The PCR will maintain an accurate inventory of government owned stock material and ensure
that the CSRLs and ESRLs are up-to-date. Note: All consumable government owned stock
material held in inventory longer than forty-five (45) days must be shown as received
and issued on the CSRL.
F. The PCR will maintain a file of the completed CSRLs and ESRLs on site for audit purposes.
PROPMGT #004 2 REV D
DOI FOR GOVERNMENT MATERJAL/EPA 12/07/04
003071
-------
G. The PCR will forward copies of all updated and completed CSRLs and ESRLs monthly to the
Corporate Property Administrator as applicable.
H. In the event of material Loss, Damage or Destruction (LDD), the PCR will notify the
Corporate Property Administrator as soon as possible after discovery of the loss or damage.
PROPMGT #004
DOI FOR GOVERNMENT MATERIALVEPA
003072
-------
W CH2IV1HILL
Control of Government Owned Equipment
EPA Cost Reimbursement Contracts
DPI
(Desk Operating Instructions)
This DOI is a condensed set of EPA contract specific instructions derived from the CH2M HILL Government
Property Management Manual for the accountability of Federal Government owned equipment acquired as a
direct charge to all Federal Government contracts. All government equipment must be identified in the contract
or authorized in writing prior to acquisition by the government Contracting Officer. Equipment must only be
used on the contract to which it is accountable unless "Right-to-Use" on other government contracts is
authorized by the contracting officer in writing or is stated in the contract. This specific DOI details government
equipment control from receipt to final disposition. It is vital that all company employees understand the
importance of keeping accurate receiving and inventory records. Failure to maintain records of government-
owned property, which are the official government records both on-site and at company offices is in violation of
Contract provisions. An unsatisfactory Property Control rating by our client will result in reduced profits on
award fee contract, liability for all government property, as well as the inability to obtain future work.
Definitions:
Equipment: Personal property, as authorized in the contract, that is commercially available (including test
equipment, machine tools, furniture, and vehicles,) which is purchased or furnished for use in performing
services, manufacturing supplies, or for any administrative or general use. Government equipment may either be
contractor acquired (CAP) or government furnished (GFP) property (not including Leased or Rented
equipment).
Contractor Acquired Property (CAP): Property that is purchased by the contractor and charged direct to a cost
reimbursable type contract, which in turn becomes Government property.
Government Furnished Property (GFP): Government owned property that is provided to the contractor by the
Government.
Property Control Representative (PCR): The individual assigned by the Project Manager who is responsible on-
site for the management and control of property both equipment and materials. The PCR coordinates activities
with the CH2M HILL Property Manager and Contract Administrator.
PMARS: The CH2M Hill "Property Management Accountability Records System" for the control of all
Government and Company owned equipment.
Leased/Rental Equipment: Equipment that is leased or rented, the costs being a direct charge to the client, is nfll
considered government property. However, it is extremely important that these items are used only on the
contract Work Assignment for which they are obtained. Non-adherence to this stipulation is a misappropriation
of U.S. Government funds and is in direct violation of our contract.
Note: This DOI does not pertain to government owned material. The process for the control of material
will be addressed in a separate DOI.
PROPMGT 005 4 REV D
DOI FOR GOVERNMENT EQUIPMENT/EPA 12/07/04
003073
-------
Section 1: Receiving Equipment
A. The PCR will be responsible for recording all received equipment on the CH2M HILL Receiving
Report (RR). Note: All newly acquired government owned equipment must be tagged with
the appropriate Property Identification Tag. (e.g. U.S. EPA owned tag.) CH2M HILL
owned equipment is tagged with CH2M HILL ownership tags.
B. Upon the receipt of government owned equipment on site, the PCR will examine all applicable
paper work, insure quantities received match, inspect for damage and serviceability, determine if
CAP or GFP assign and physically store the equipment in the appropriate Work Assignment (WA)
storage area. In the event that equipment is received at a remote location or field site, the receiver
(if not the PCR) will inform the PCR of the acquisition and ensure the PCR is provided with all
applicable paperwork. The PCR is responsible for capturing all receiving data for his/her WA
(this will include controlling receipts at all WA site locations.) The PCR must coordinate with
project management and project accounting to ensure that every item purchased or furnished is
recorded on an RR. Keep in mind that property may be acquired via purchase order, expense
report, check request, local agreement, national agreement, etc. All property must be accounted
for on an RR.
C. Equipment Identification:
1. For newly acquired government equipment, the PCR will tag the item with an US EPA
identification (ID) tag and record detailed equipment information on the PMARS Receiving or
Change Data Entry Sheet (see page 12 of the POD to include property I.D. number, date
received, description, serial number, model number, manufacturer, acquisition cost, contract,
work assignment, maintenance, location, ownership and PCR name. (Note: Government
equipment must be designated as CAP or GFP). The PCR will attach a copy of the RR to
the completed Data Entry Sheet and send to the CH2M HILL Property Administrator as soon
as possible for posting to PMARS. Tag the equipment in a manner that will not hinder usage
of the item but still allows for easy viewing. Try to tag as close as possible to manufacturer's
information plate on the equipment.
2. For government equipment that is already tagged and in the CH2M HILL PMARS System, the
receiving PCR will record the Property Identification Number, Date Received, Description,
New PCR Name, and New Physical Location on the PMARS Receiving or Change Data Entry
Sheet and forward with an attached copy of the RR to the Property Administrator as soon as
possible for posting to PMARS.
D. The PCR will maintain a copy of all applicable paperwork including RRs and PMARS Receiving
or Change Data Entry Sheets on site for audit purposes.
Section 2: Maintaining Equipment
A. The assigned PCR is responsible to ensure that equipment in their PCR account is maintained and
protected. PCRs must be able to locate equipment in their account within a reasonable time frame.
B. The PCR will record any changes to the equipment status on a PMARS Receiving or Change Data
Entry Sheet and forward to the Property Manager for PMARS posting. Changes include such
activities as location change (shipped to a different site), PCR transfer, etc.
C. The PCR will record any scheduled or unscheduled maintenance activity on a PMARS Receiving
or Change Data Entry Sheet and forward to the Property Administrator for PMARS posting.
PROPMGT 005
DOI FOR GOVERNMENT EQl.rTPMF.NT/EPA
5
-------
D. When government owned equipment is no longer required for use on a contract and determined
excess, the PCR will contact the Property Administrator and receive guidance for proper course
toward disposition or reutilization of the property.
E. At the completion or termination of a contract, the PCR will report all government owned
equipment to the Property Administrator and receive guidance for the proper course toward
disposition or reutilization of the property.
F. In the event of equipment loss, damage or destruction, the PCR will notify the Property
Administrator as soon as possible after discovery of the loss or damage.
REV D
12/07/04
003075
PROPMGT 005
DOI FOR GOVERNMENT EQU1PMEN1VHFA
-------
CH2MHILL
Receiving Report (RR) Form
Order # Buyer Date
(IE: P.O. #, Expense Report Date, Gov. Doc., etc.) (Purchase Agent, Field Tech #)
Contract # WA # Project #
Site Location Vendor Name & Address
City State Zip
Shipped Via Air Bill/Waybill/B.O.L. #
Number of Cartons Condition of Shipment | 1 Good | 1 Fair ~ Bad
(Check One)
I I CAP ~ GFP
N/A
Note: (E)=Estimated or Quoted Cost
I tem
#
Description
Part #
Property
Type
Qty LJOM
Unit
Cost
Total
Cost
Discrepancies: Overage | | Shortage | I Damaged | 1 Other
Describe discrepancies in detail (list below)
Received By: Employee #
PCR: Employee #
PROPMGT 006 7 REV D
RECEIVING REPORT (KK) PORM/EPA 12/07/04
003076
-------
V CH2MHILL
Consumable Stock Record Log
GOVERNMENT OWNED MATERIAL
Contractor Acquired (CAP)
Office Location
Project #
Nomenclature
Site Location
Note: (E)=Estimated or Quoted cost
Qty
O/H
Qty
Issued
Issue
Date
Emp. #
Issued To
Qty
Rcv'd
Rcv'd
Date
Expense Report
Date or PO#
Unit
Cost
Total
Cost
Emp. #
Posted By
Issued
For
Remarks
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IH
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MM
m
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i^HH
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IB
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Contract # WA #
UnitofMeas. Part#
Starting Bal. Start Date
Minimum O/H Maximum O/H
PROPMGT 007 A
CSRL FORM (CAPVEPA
003077
8
REV C
6/15/9S
-------
jg^
W CH2MHILL
Consumable Stock Record Log
GOVERNMENT OWNED MATERIAL
Government Furnished (GFP)
Office Location
Contract # WA# Project #
Unit of Meas. Part #
Starting Bal. Start Date Nomenclature
Minimum O/H Maximum O/H Site Location
Note: (E)=Estimated or Quoted cost
Qty
O/H
Qty
Issued
Issue
Date
Emp. #
Issued To
Qty
Kcv'd
Rcv'd
Date
Expense Report
Date or PO#
Unit
Cost
Total
Cost
Emp. #
Posted Bv
Issued
For
Remarks
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^^5
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PROPMGT 007 B
CSRL FORM (GFPVEPA
003078
REV C
6/15/98
-------
CH2MHILL
Expendable Stock Record Log
GOVERNMENT OWNED MATERIAL
Contractor Acquired (CAP)
Office Location
Agency
Contract#
Log Start Date
WA#
Project #
Site Location
Note: (E)=Estimated or Quoted cost
Item
#
Pari #
Nomenclature
Rcv'd Date
I'CIi #
l nil Cost
Disposition
Dale
Dispositioned
Bv
Disposition/Remarks
¦^¦1
¦¦^¦1
¦H
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¦¦^1
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^^¦11
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PROPMOT 008 A
ESRL FORM (CAP)/EPA
REV C
6/15/98
003079
-------
% CH2MHILL
Expendable Stock Record Log
GOVERNMENT OWNED MATERIAL
Government Furnished (GFP)
Office Location
Agency
Contract # WA # Project #
Log Start Date Site Location
Note: (E)=Estimated or Quoted cost
Item
#
Part #
Nomenclature
Rcv'd Date
I'C'R #
l!nit Cost
Disposition
Date
Dispositional
Hv
Disposition/Remarks
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^^¦¦1
^¦¦¦1
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m
^¦m
mm
^¦¦1
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^^¦¦1
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PROPMGT OOSB 11 REV C;
ESRL FORM (GFP)/EPA . 6/15/98
003080
-------
CH2MHILL
PMARS DATA ENTRY SHEET
NOTE: ALL NEW RECEIPTS MUST HAVE A RECEIVING REPORT ATTACHED
| | New | | Change
PROPERTY IDENTIFICATION NUMBER Date Received
Description Serial #
Manufacturer Model #
Acquisition Cost Year Manufactured Ownership | | CH2M Hill
| | Non Government Client
| | Government
~ CAP Q GFP
Agency
Contract# WA# Project#
RR Order # Buyer
Maintenance Required: Quarterly | | Semi Annually | | Annually | | Other | [ No Maintenance Required | |
(check one)
Physical Location
(job address)
Superfund Site Yes | | No | |
PCR Name Employee #
Remarks:
FOR PMARS INPUT USE ONLY:
Item Code:
Date input into PMARS
Input by:
PROP MGT 009 12 REV C
PMARS DATA ENTRY <51 IF.FT/F.PA 6/15'tW
003081
-------
4P CH2MHILL
Material and Equipment Flow Chart
Prime € "ontraict I
Ejipe^se Report
-j.-rf t"X»ate :?7
*' cn^n 2?2o/o4j
1
Purchnst Order
Number
<11* -rS2'J/)
I
>Iutirit>er
(IC. W )
I
W \
Number
( H.:W yV*21)
I
\VA
Number
(ll-.W \' S2 )
JVIitUsrlul
I-'cfiii p rue lit
ReceMnj|[.Rt! port
(.'onsuinable
I
< oiisuinabic StocI
Record
(CSRL)
Kec-elvinf» Kcport
(HR)
T»
J
Expendable
I'MARb KccciviiiK
anU Cliantte Data
Slieet
lL\pcnciablc Stock
Record I-
- ¦ CEisfet)
PROPMGT #010
MAT & EQUIP FLOW CHART7EPA
REV D
12/07/04
003082
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CH2IVIHILL
Property Control Representative
Assignment and Responsibility
Certificate
I, , agree to the assignments and responsibilities as
the Property Control Representative (PCR) for the CH2M Hill office located in
. I further agree to adhere to the instructions and
(office location)
requirements established in the CH2M Hill Government Property Management Manual
and instructions issued from the Corporate Property Manager pertaining to the Firm's
property management policies.
I additionally accept receipt of CH2M Hill owned equipment identification tags
Numbered from to
and Government owned equipment identification tags
Numbered from to
Agency
PCR Employee # Project Manager
Date Date
Corporate Property Manager
Date
PROPMGT Oil
PCR CERTIFIC'A'I'E/EPA
003083
-------
Prime Contract #:
Task Order #:
Physical Inventory Log
Inventory Date:
Line
Item
DO#
Prop.
Type
Location
Description
Manufacturer
Model #
Gov. Tag
#
Serial #
Cond.
Code*
Qty
UOM
Unit Cost
Total Cost
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
PROPMGT 012
INVENTORY LOG/EPA
Page of Pages
REV D
15 12/07/04
003084
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V CH2MHILL
Attachment A
Form Examples
16
003085
-------
CH2MHILL
EXAMPLE
Receiving Report (RR) Form
Expense Report Actual
or Estimated Pate
4
Order # Exp Rpt 01/26/05 - 12345 Buyer J. Employee/12345
(IE: P.O. #, Expense Report Date, Gov. Doc., etc.)
Date 01/19/05
Contract # 68-W6-0036
(Purchase Agent, Field Tech #)
WA# 110
Project # 187295.40.50
Site Location Someplace City Landfill, CO
City Anywhere
Vendor Name & Address 7-11 Food Store #37
State CO
Zip
Shipped Via Hand Carried
Number of Cartons
XI CAP ~ GFP
Air Bill/Waybill/B.Ol. #
Condition of Shipment ~
(Check One)
N/A
Good
Fair
~
Bad
JL
N/A
Note: fE)=Estimated or Quoted Cost
Item
#
Description
Part #
Property
Type
Qty
lO.M
Unit
Cost
Total
Cost
1
Ice, 25 lbs
CON
6
BAGS
$1.06
$6.34
2
Baggies, Gal size
CON
2
BOX
$1.23
$2.46
A
t
T
LZ
Actual cost
1 .
(including
A completed Receiving Report
with an attached Vendor receiDt
all applicable
taxes)
constitutes
consumable
property is
a completed
material record if
issued to the field
| within 45 days of acquisition.
Discrepancies: Overage 1 | Shortage | | Damaged | | Other
Describe discrepancies in detail (list below)
N/A
Received By: J. Employee
Employee # 12345
PCR: J. Employee
Employee# 12345
PROPMGT #006
RECEIVING REPORT (RR) FORM/EPA
REV D
12/07/04
003086
-------
SAMPLE
ANYWHERE 7-ELEVEN
222 MONTROSE PKWY
ANYWHERE, CO 88888
303-555-1010
STORE #37
6 EA
"~ GROC. @ $0.99 $5.94 3a,
Describe Acquisition
2 EA
> GROC. @
SUBTOTAL
$1.16 $2.32
$8.26
6.50% $0.54
TAX
@
TOTAL
CHANGE
CASH
$8.80
$10.00
$1.20
THANK YOU
01/19/2005 13:02
003087
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CH2MHILL
EXAMPLE
Consumable Stock Record Log
GOVERNMENT OWNED MATERIAL
Contractor Acquired (CAP)
DEN
Contract #
Unit of Meas.
Starting Bal.
Minimum O/H
68-W6-0036
WA# 110
Office Location
Project# 187295
Bottle
Part#
Start Date 01/24/05
Maximum O/H
Nomenclature Liqui-nox
Site Location Someplace City Landfill, Colorado
Note: (E^-Estimated or Quoted cost
Qty
O/H
Qty
Issued
Issue
Dale
Enip. #
Issued
To
Qty
Rcwl
Rcv'd Date
Expense Report Date
or I'O#
I'nit
Cost
Total
Cost
Emp. #
Posted By
Issued
Eor
Remarks
4
1/24/05
Inv. #2708797-001
$9.39
$37.54
12345
Quart bottles
4
2
3/20/05
02468
CSRL
required when
$9.39
$18.77
40.50
OT-83 SAMPLING
2
2
6/15/05
02468
45 day
ty is issued after the
RI period
$9.39
$18.77
40.50
OT-83 SAMPLING
0
PROPMGT #007A
CSRL FORM/EPA
REV C
6/19/98
003088
-------
CH2MH1LL
EXAMPLE
Receiving Report (RR) Form
PO. PR or Invoice #
I
Order# Invoice #2708797-001
(IE: P.O. #, Expense Report Date, Gov. Doc., etc.)
Contract # 68-W6-0036
Buyer K. Buyer/00359
Date 01/24/05
(Purchase Agent, Field Tech #)
WA# 110
Project# 187295.40.50
Site Location Someplace City Landfill, CO Vendor Name & Address Total Safety, P.O. Box 634133
City Cincinnati State OH Zip 45263-4133
Shipped Via FED EX
Air Bill/Waybill/B.O.L. #
Number of Cartons 1
fxl CAP ~ GFP
Condition of Shipment
(Check One)
~
Good
X
Fair ~ Bad ~ N/A
Note: (E)-Estimated or Quoted Cost
Item
#
Description
Part #
Property
Type
Qty
UOM
Unit
Cost
Total
Cost
1
Liqui-nox (qt)
CON
4
Bottle
$9.39
$37.54
Discrepancies: Overage | | Shortage | 1 Damaged | X | Other
Describe discrepancies in detail (list below)
Received By: T. Receiver
PCR: J. Employee
Employee # 02468
Employee # 12345
PROPMGT #006
RECEIVING REPORT (RR) FORM/EPA
REV D
12/07/04
003089
-------
PAGE: 1
Remit to: Total Safety, Inc. • P.O. Box 634133 • Gncinnati, OH 45263-4133
For Billing Inquiries Call: (800) 231-6578
TO: CH2M HILL
Someplace City Landfill
12247 Thunderbird Way
Someplace, Co 88888
ATTN: Ken Buyer
SALES INVOICE
Customer #: 19050
CH2M HILL
Involce #..
System date
Date out...
Invoice date
Job Loc...
Job No
P.O. #....
Ordered By
Ship date.
Ship Via..
Terms
2708797-001
1/19/05
1/20/05
1/21/05
12247 Thunderbird Way
679 CH2M HILL
654321
Ken Buyer
1/21/05
FEDP1
Net 30
Qty Unit Item number/Description
Unit
Price
Amount
QT LIQUI-NOX
CONTAINER. LIQUINOX 1-QUART
8.670
34.68
Shipping & Handling
NFC: 150780292 TT
FEDP1
THANK VOU FOR YOUR ORDER. TERRI EXT 4271
Sub-total: $
Tax: $
Total: $
SAMPLE
34.68
2.86
37.54
The World's Leading Safety Services & Rental Company!
>tal Safety serves the oil, gas, chemical, petrochemical,
ivironmental and industrial markets with quality products
id value-added services...helping our clients protect
es, property and the environment.
Standard payment terms are:
Net 30 Days from the ctote of invoice.
AflY claim for shortage must be made In writing within 10 days
after delivery. Written approval required for rwuma prior to
30 d»y« from the date oF this involoa. There It ¦ rujtockino
charge on all returned items. No material accepted tor credit
after 30 days.
mp: TNICHOLS
nnii
003090
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W CH2MHILL
~ EXAMPLE
Expendable Stock Record Log
GOVERNMENT OWNED MATERIAL
Contractor Acquired (CAP)
Office Location DEN
Agency US EPA
Contract# 68-W6-0036 WA# 110 Project# 187295
Log Start Date 01/20/05 Site Location Someplace City Landfill, Colorado
Note: (E)=Estimated or Quoted cost
item
#
Part # Nnnu'iuiiilurc
Ro il
Date
l Hit
I'C R # C om
Total
Cost
Disposition
Date
Dispositioned By
Disposition/Remarks
l
598759
Sledge Hammer, 8 lb.
1/19/05
12345
$27.26
$27.26
2
789596
Utility Knife
1/19/05
12345
$6.02
$6.02
4/15/05
12345
Fully Expended
3
789596
Utility Knife
1/19/05
12345
$6.02
$6.02
4
896597
Channel Lock Pliers, 8"
1/19/05
12345
$16.32
$16.32
1
PROPMGT #008A
fcSRL FORM/EPA
003091
10
REV C
6/15/98
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CH2MHILL
EXAMPLE
Receiving Report (RR) Form
Expense Report Actual
or Estimated Date
4,
Order # Exp Rpt 01/26/05-12345
(IF.: P.O. #, Expense Report Date, Gov. Doc., etc.)
Contract # 68-W6-0036
Buyer J. Employee
Date 01/19/05
(Purchase Agent, Field Tech #)
WA# 110
Project # 187295.40.50
Site Location Someplace City Landfill, CO
City Anywhere
Vendor Name & Address Bucky's Ace Hardware, 5642 Main Street
State CO Zip
Shipped Via Hand Carried
Air Bill/Waybill/B.O.L. #
Number of Cartons
~X~1 CAP ~ GFP
Condition of Shipment
(Check One)
Good ~ Fair ~
Bad
N/A
Note: (E)=Estimated or Quoted Cost
Item
#
Description
Part#
Properly
Type
Qty
UOM
Unit
Cost
Total
Cost
1
Sledge Hammer, 8 lb.
EXP
i
Each
$27.26
$27.26
2
Utility Knife
EXP
2
Each
$6.02
$12.04
3
Channel Lock Pliers, 8"
EXP
1
Pair
$17.38
$17.38
Discrepancies: Overage | | Shortage | [ Damaged | | Other
Describe discrepancies in detail (list below)
N/A
Received By: J. Employee
Employee # 12345
PCR: J. Employee
Employee # 12345
PROPMGT #006
RECEIVING REPORT (RR) FORM/EPA
REV D
12/07/04
003092
-------
SAMPLE
BUCKY'S ACE HARDWARE
5642 MAIN STREET
ANYWHERE, CO 88888-8888
**(303) 555-9876**
NORMAL SALE
598759 SLEDGE HAMMER, 8 LB.
1 @ $25.60 $25.60
789596 UTILITY KNIFE
2 @ $5.65 $11.30
896759 CHANNEL LOCK PLIERS, 8"
1 @ $16.32 $16.32
SUBTOTAL $53.22
TAX @ 6.50% $3.46
TOTAL $56.68
VISA NO: XXXXXXXXXXXX5454
Exp Date: 09/30/2007
AUTH NO: 147898
CHANGE $0.00
CUSTOMER'S SIGNATURE
I AGREE TO PAY THE ABOVE TOTAL
AMOUNT ACCORDING TO THE CARD
ISSUER AGREEMENT.
X
THANK YOU FOR CHOOSING BUCKY'S
579 16 987 5070 01/19/05 08:42:13
003093
-------
CH2MHILL
PMARS DATA ENTRY SHEET
NOTE: ALL NEW RECEIPTS MUST HAVE A RECEIVING REPORT ATTACHED
X New | | Change
PROPERTY IDENTIFICATION NUMBER G500605
Description MULTI-METER
Date Received 01/27/05
Serial # XYZ 4597-057
Manufacturer XYZ Electronic Meter Company
Model # XYZ2893
Acquisition Cost $339.00
Year Manufactured 2004
Ownership CH2M Hill
| | Non Government Client
| x| Government
[X] CAP ~ GFP
Agency US EPA
Contract # 68-W6-0036
WA#
110
Project# 187295.40.50
RR Order # PO 456789
Buyer J. Employee/12345
Maintenance Required: Quarterly | | Semi Annually | | Annually X Other | j No Maintenance Required | |
(check one)
Physical Location Field Office at Someplace City Landfill, Colorado
(job address)
Superfund Site Yes
PCR Name J. Employee
No ~
Employee # 12345
Remarks: Equipment is a Line Item in contract. Calibrate prior to use.
FOR PMARS INPUT USE ONLY:
Item Code:
Date input into PMARS
Input by:
PROP MGT 009
PMARS DATA ENTRY SHEET/EPA
REV C
6/15/98
003094
-------
CH2MHILL
EXAM P L E
Receiving Report (RR) Form
PQ, PR or Invoice #
i
Order # Invoice #205063
(IE: P.O. #, Expense Report Date, Gov. Doe., etc.)
Contract # 68-W6-0036
Buyer J. Employee
Date 01/27/05
(Purchase Agent, Field Tech #)
WA# 110
Project# 187295.40.50
Site Location Someplace City Landfill, CO
City San Diego
Vendor Name & Address XYZ Electronics, 911 Sea View Drive
State CA Zip 99999
Shipped Via UPS Ground
Air Bill/Waybill/B.O.L. #
Number of Cartons 1
nn cap ~ gfp
Condition of Shipment
(Check One)
x
Good ~ Fair ~ Bad ~ N/A
Note: (E)-Estimated or Quoted Cost
Item
#
Description
Part #
Property
Type
Qty
LJOINI
I nit
Cost
Total
C ost
1
MULTI-METER
XYZ2893-15
Equip
l
Each
$339.07
$339.07
1
i
1
Discrepancies: Overage | 1 Shortage | | Damaged | | Other
Describe discrepancies in detail (list below)
N/A
Received By: J. Employee
Employee# 12345
PCR: J. Employee
Employee# 12345
PROPMOT #006
RECEIVING REPORT (RR) FORM/EPA
REV D
12/07/04
003095
-------
XYZ Electronics
911 Sea View Drive, San Diego, California
Telephone 619-555-1234 Fax 619-555-6789
Sold to:
CH2M HILL Inc.
12247 Thunderbird Way
Bldg. #244
Somplace AFB, CO 88888
Customer #1259
Date: 01/25/05
Invoice # 205063
PO # 625465
Terms Net 30
Ship Via UPS Ground
Ship to:
SAME
Bill to:
CH2M HILL Inc.
P.O. Box 22508
Denver, CO 80222
Qty UOM Stock Number/Description
Unit Price
Amount
1 EA XYZ2893-15 MULTI-METER
$257.85
$257.85
SAM
P
L E
Sub-Total
$257.85
Tax
$16.76
Shipping & Handling
$64.46
Total Due
$339.07
Thank you for your order
003096
-------