TECHNOLOGY EVALUATION REPORT:
BIOTROL SOIL WASHING SYSTEM
FOR TREATMENT OF A
WOOD PRESERVING SITE
Volume II - Part A
Science Applications International Corporation
McLean, VA 22102 and Paramus, NJ 07652
EPA Contract No. 68-03-3485, WA# 0-21
and 68-CO-0048, WA# 0-13
Project Officer
Ms. Mary K. Stinson
Risk Reduction Engineering Laboratory
Edison, New Jersey 08837
RISK REDUCTION ENGINEERING LABORATORY
OFFICE OF RESEARCH AND DEVELOPMENT
U.S. ENVIRONMENTAL PROTECTION AGENCY
CINCINNATI, OHIO 45268
-------
NOTICE
The information in this document has been funded by the U.S. Environmental
Protertio? Agency under the auspices of the S.uperfund Innovative Technology
Evaluation" JSSf Program under Contract numbers 68-03-3485 and 68-CO-0048 to
Science Applications International Corporation. It has been subjected to the
Agency's peer and administrative review, and it has been approved for publication
as an EPA document. Mention of trade names or commercial products does not
constitute an endorsement or recommendation for use.
ii
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FOREWORD
The Superfund Innovative Technology Evaluation (SITE) \program was
authorized in the 1986 Superfund amendments. The program is a Joint effort
between EPA's Office of Research and Development and Office of Solid Waste and
Emergency Response. The purpose of'the program is to assist the development of
hazardous waste treatment technologies necessary, to implement new cleanup
standards which require greater reliance on permanent remedies. This is
accomplished through technology demonstrations which are designed to provide
engineering and cost data on selected technologies.
This project consists of an analysis of one configuration of BioTrol,
Inc.'s proprietary soil washing system. The demonstration took place at the
MacGillis & Gibbs Superfund site in New Brighton, Minnesota, a wood treatment
facility operating since approximately 1920. The demonstration effort was
directed at obtaining information on the performance and cost of the process
sequence for use in assessments at other sites. Documentation for the project-
consists of this Technology Evaluation Report and an Applications Analysis
Report. The Technology Evaluation Report provides a detailed analysis of the
data acquired during the demonstration; discusses the technical aspects of the
technology; and describes the field activities and laboratory results. This is
Volume II of this report and contains original analytical data and quality
control and assurance information in which certain readers may be interested.
The companion Applications Analysis Report summarizes the results of the
demonstration and looks more broadly at the applicability of the technology to
.other sites and the criteria (e.g., site and waste characteristics, economics,
etc.) that would need to be addressed. !
For further information, please contact the Superfund Technology
Demonstration Division at the Risk Reduction Engineering Laboratory.
E. Timothy Oppelt, Director
Risk Reduction Engineering Laboratory
iii
-------
ABSTRACT
The SITE Program demonstration of one configuration of the BioTrol Soil
Washing System (BSWS) was conducted to obtain reliable performance and cost data
that can be used to evaluate the potential applicability of the technology as a
remediation alternative for sites contaminated with hazardous wastes. The BSWS
treatment train used in this study consists of three technologies: a soil washer;
an aqueous treatment system; and a slurry bio-reactor. The demonstration was
carried out at the MacGillis & Gibbs Superfund site in New Brighton, MN.
Contaminated soils were treated by jthe soil washer (SW) using a multi-stage
countercurrent attrition/classification and flotation system to separate heavily
contaminated fine soil particles from the bulk soil. The SW operates on the
principle that most of the contaminants are associated with the fine size-
fraction of the bulk soil. The heavily contaminated fine soil particles are
, treated in a Slurry Bio-Reactor (SBR), a.cascading aerated reactor system using
biological degradation. Contaminated process water from the SW is biodegraded
in the BioTrol Aqueous Treatment System (BATS) using an aerated, fixed-film
reactor. '
This report analyzes the results from this SITE demonstration. It includes
discussion of the operation of the three separate treatment technologies (SW,
SBR, and BATS) evaluated in this test and provides flow diagrams, a summary of
the sampling and analytical programs, an economic analysis, and a quality
assurance/quality control evaluation of |the data.
Conclusions were reached concerning the technology's suitability for use
in remediations involving both similar and different materials at other sites.
The conclusions from the test results and from other available data are:
o The Soil Washer (SW) can achieve removal efficiencies up to 89% for
pentachlorophenol (penta) and polynuclear aromatic hydrocarbons (PAHs),
based on the reduction in penta mass from the Feed Soil to the Washed Soil
output fraction. As a result of the segregation in the SW, the Washed Soil
constitutes about 83% of the output stream solids.
o Specifically, the two Feed Soils, with weighted average penta con-
centrations of 130 mg/Kg and 680 mg/Kg penta, produced Washed Soil streams
with weighted average penta concentrations of 14 mg/Kg and 87 mg/Kg.
Total PAHs decreased from 247 mg/Kg and 404.1 mg/Kg in the same two Feed
Soils to 42 mg/Kg and 48 mg/Kg in fhe Washed Soils.
xv;
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o A small quantity of a fine particle cake (-7% of output solids) retaining
a major portion of the penta and PAH contamination (about 30% of the total
output) is also obtained. With the MacGillis and Gibbs soils, two
additional fractions containing significant amounts of penta and PAHs were
also obtained.
o The Slurry Bio-reactor (SBR) appears to be capable of achieving penta-
chlorophenol removal of >90% and PAH removals in the 70,-90+% range;
however, the unit did not reach steady-state operation and optimum
performance was not reached.
o The BioTrol Aqueous Treatment System (BATS) can achieve up to 94%
degradation of pentachlorophenol in process water from the SW. Removal of
PAHs could not be determined because influent concentrations were below
detection limits.
o The estimated cost to install and operate an integrated pilot-scale system
(SW, BATS, SBR), based on a 0.25-0.50 ton/hr Soil Washer operating for two
weeks to assess applicability for remediation is $745,000. ' For a full-
scale system the total cost (capital plus operating) to clean up 30,000
yd3, such as at the MacGillis and Gibbs site, is estimated at about
$83/ton, based on a 20 ton/hr Soil Washer, three 100 gpm BATS units, and-
a 23 gpm SBR. This figure does include incineration of contaminated fine
and coarse oversize material. Costs for a full-scale, operating system
were not available at the time this report was prepared.
This volume, consisting of several appendices, presents key analytical data and
the quality control and quality assurance studies that were carried out as part
of the demonstration evaluation. Additional supporting data is archived in EPA's
Edison, New Jersey laboratory.
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VOLUME II
TABLE OF CONTENTS
VOL. II. PART A Page
....... iii
Foreword ............................... .................... iv
Abstract ............................... ............................. vi
Table of Contents ................. .....' ................... • .........
Table of Abbreviations and Symbols ..... .............................
Conversion Factors .................... • ............................. xviii
Acknowledgements ...................... • ................. ............
Section 1 . Introduction and explanations
Aendix o 515
"
1 Soil Washer Data
Final Field Data
~ 22
Raw Field Measurements ........ i ............................. °'~
Pentachlorophenol Inventory ..... ...................... ....... '
Polynuclear Aromatic Hydrocarbon (PAH) Inventory ............
Final Penta and PAH Data ...... ..............................
Raw Penta and PAH Data, Surrogate Recoveries ................
VOL. II. PART B
Appendix 1, cont'd
Inventory of Other Organic Analyses
Final Data - Other Organic Analyses
Raw Data - Other Organic Analyses
Metals Data ................... ;
2. BioTrol Aqueous Treatment System (BATS) Data ..................
Penta and ,PAH Data ............ ............................. ;
Other Organic and Metals Data . .......... .................... SQ1 627
Field Measurements ............ ..............................
3. Slurry Bio-Reactor (SBR) Data .................................
Penta and PAH Data ........... i ..............................
Other Organic and Metals Data . ..............................
4. Dioxin Data - All Systems ...... , ............................. • 684-697
vi
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TABLE OF ABBREVIATIONS AND SYMBOLS
AAS atomic absorption spectroscopy
ASTM American Society for Testing and Materials
BATS BioTrol Aqueous Treatment System
BSWS BioTrol Soil Washer System
CCA chromated copper arsenate
CDE Combined Dewatering Effluent
CEC cation exchange capacity
COD chemical oxygen demand
CV coefficient of variation
DFTPP decafluorotriphenylphosphine
DO dissolved oxygen
EP Tox Extraction Procedure Toxicity (test)
gal gallon(s)
GC gas chromatography
gpm gallons per minute
kg kilogram(s)
kw kilowatt(s)
L liter(s)
MDL method detection limit
mg milligram(s)
ml milliliter
mm millimeter(s)
MN Minnesota
MS mass spectrometry
MS/MSD matrix spike and matrix spike duplicate
MPCA Minnesota Pollution Control Agency
MTLS metals, other than arsenic, chromium and copper
No. number
PAH polynuclear aromatic hydrocarbon
PCDD polychlorinated dibenzodioxins (also CDD)
PCDF polychlorinated dibenzofurans (also CDF)
penta pentachlorophenol
PFTBA perfluorotributylamine
pH - logarithm [hydrogen ion concentration]
PM Project Manager
ppb • parts per billion
ppm parts per million
QA quality assurance
QAPjP quality assurance project plan
QAPP quality assurance program plan
QC quality control
RE relative error
RPD relative percent difference
VII
-------
SAIC Science Applications International Corporation
SBR Slurry Bio-Reactor |
SITE Superfund 'Innovative Technology Evaluation (Program)
STD standard '. &
SW Soil Washer
SW-xxxx EPA SW-846 method number xxxx
TOG total organic carbon
TRPH total recoverable petroleum hydrocarbons
ug microgram
um micrometer(s)
°C degrees Celsius ;
< less than
> greater than !
> greater than or equal to
Vlll
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CONVERSION FACTORS
English (US')
Factor
Area:
Flow Rate:
Length:
Mass :
Volume:
ft = foot, ft2 = square foot, ft3 = cubic foot
in = inch, in2 = square inch
yd = yard
Ib = pound
gal = gallon
gal/rain (or gpm) — gallons per minute
Mgal/d (or MGD) = million gallons per day
m =» meter, m2 = square meter, m3 — cubic meter
cm = centimeter, cm2 — square centimeter
L = liter
g = gram
kg = kilogram
m3/s = cubic meters per second
L/s == liters/sec
m3/d — cubic meters per day
1 ft2
l.in2
1 gal/min
1 gal/min
1 Mgal/d
1 Mgal/d
1 Mgal/d
1 ft
1 in
1 yd
1 Ib
1 Ib
1 ft3
1 ft3
1 gal
1 gal
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
9.29 x
6.45
6.31 x
6.31 x
- 43.8
3.78 x
4.38 x
0.30
2.54
0.91
4.54 x
0.454
28.3
2.83 x
3.78
3.78 x
lO-2
io-5
io-2
IO3
io-2
IO2
IO-2
io-3
- m2
• = cm2
= m3/s
- L/s
= L/s
= m3/d
; = m3/S
— m
= cm
= m
= g
= kg
= L
- m3
5831 J-j
; = m3
IX
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ACKNOWLEDGEMENTS
This report was prepared under the direction and coordination of Mary K.
Stinson, EPA SITE Program Manager in the;Risk Reduction Engineering Laboratory-
Cincinnati, Ohio. Contributors and reviewers for this report were Darryl Owens
of EPA Region V - Remedial Project Manager for the MacGillis & Gibbs Superfund
site; Jerry Vorbach; of the Office of Solid Waste and Emergency Response and
Gordon Evans, Guy F. Simes, John E. Brugger, Patrick Augustin and Mary K Stinson
of the Office of Research and Development; and Dennis Chilcote, Steve Valine and
Tom Chresand from BioTrol Inc. |
This report was prepared for EPA's Superfund Innovative Technology
Evaluation (SITE) Program by Science Applications International Corporation
(SAIC), McLean, VA for the U.S. Environmental Protection Agency under Contracts
No. 68-03-3485 and 68-CO-0048, by William Ellis, Joe Evans, Omer Kitaplioglu,
Jorge McPherson, Venkat Rao,- Susan Roman, Sanjiv Shah, Herbert S. Skovronek, and
Rita Stasik. Laboratory analyses were conducted by Mid-Pacific Environmental
Laboratory (formerly Acurex Analytical Laboratory), Mountain View, CA, Radian
Corporation, Austin, TX and Morrisville, ;NC, and SAIC Laboratory in La Jolla, CA.
x
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SECTION 1
INTRODUCTION AND EXPLANATIONS
1.1 INTRODUCTION
This document, Volume II of the Technology Evaluation Report for the SITE program.
study of the BioTrol Soil Washing System, presents data that may be of value to
personnel involved in assessing the viability of the system for other sites
undergoing remediation. These volumes represent a compilation of the very large
volume of data that was obtained and documented by the analytical laboratories
that participated in this study, as well as the field data collected in the field
by Science Applications International Corporation field personnel. Additional
supporting material, such as concerning standards validation, raw field data log
books, etc. may also be of interest and can be accessed through the EPA Project-
Manager, Ms. Mary K. Stinson, at EPA's Edison, New Jersey laboratory.
To facilitate access, the enclosed data tables have been organized; in a specific
manner, as noted in the Table of Contents. Within each Appendix (e.g., Soil
Washer data), data is first presented as compiled or used in Volume I of the
report. Usually, this means that the masses reflect the weighting process used
to adjust for variations in flow during the experiment. This is then'followed by
the final data from the analyses themselves and, lastly, by the raw data as
provided by the analyst. In the case of the BATS and the SBR, much of the
weighted data is presented in Volume I; the Volume II data is meant only to
supplement that. Finally, this Volume II also contains dioxin and furan data from
all three processes that were evaluated.
Certain short hand schemes were used to relate the samples as collected to the
analytical firms' identifying numbers. These make, it possible to determine
rapidly the source of a particular sample. Thus, the Soil Washer input and output
samples are prefixed with "SW" followed by an "L" or "H" to indicate they are
derived from the test with the low or the high penta concentrations. Following
this is a two, three, or four letter identifying code indicating the actual input
or output stream, as follows:
FS = Feed Soil
WS = Washed Soil
CO =- Coarse Oversize
FO = Fine Oversize
FPC = Fine Particle Cake
CDE = Combined Dewatering Effluent
ATW = Aqueous Treatment System recycle stream
MW = Municipal Water
Floe = Thickener flocculent stream
-------
Finallv each sample contains one or more numbers indicating when it was
coiled Samples' of the soil piles used .in the low and high penta experiments
are identified as SPL or SPH, respectively.
In the section presenting the results of the BATS tests, samples are identified
as ATSL £ ATSH depSding on whether the test was carried out using the process
when they were collected.
The Slurry Bio-Reactor was operated only iwith liquor from the high
washing test. Samples are identified as influent or effluent. In addition since
many of the analyses required that samples be filtered lr .solids *n6 liquid
phase, those codes also include a "LS» for liquid phase or »SS» for solid phase.
r
-------
FINAL FIELD DATA
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DENSITY DETERMINATION OF VARIOUS
SOIL WASHER STREAMS
Washed Sand (WS)
Weight Drum + Water 366.5 Ibs;
Drum 49.5 Ibs
Water 317.0 Ibs
Weight Drum + WS 641.0 Ibs
Drum 49.5
Sp Gr -
Sp.Gr. -
Density -
591.5 Ibs
WS 591.5 Ibs
Water 317.0 Ibs
1.866
1.866 g/ml
116.5 Ibs/cu ft
1.6 tons/cu yd
Fine Oversize (FO)
Weight Drum + Water 358.5 Ibs
Drum 49.5 Ibs
Water
Weight Drum + FO
Drum
FO
309.0 Ibs
393.5 Ibs
49.5 Ibs
Sp Gr -
Sp.Gr. -
Density -
344.0 Ibs :
FO 344.0 Ibs
Water 309.0 Ibs
1.113
1.113 g/ml
69.5 Ibs/cu ft
0.9 tons/cu yd
Coarse Oversize (CO)
Weight Drum + Water 365.0 Ibs
Drum 49.5 Ibs
Water
Weight Drum + CO
Drum
CO
315.5 Ibs
374.5 Ibs
49.5 Ibs
Sp Gr -
Sp.Gr. -
Density -
325.0 Ibs
CO 325.0 Ifas
Water 315.5 Ibs
1.030
1.030 g/ml
64.3 Ibs/cu ft
0.9 tons/cu yd
Fine Particle Cake (FPC)
Weight
Weight
Drum + Water
Drum
Water
Drum + FPC
Drum
f Tl^^
369.0 Ibs
49.5 Ibs
319.5 Ibs ;
433.0 Ibs
49.5 Ibs
FPC
Cn a-r _ .......
Water
Sp.Gr. - 1.200
Density - 1.200
74.9
Lrt
.0
383.5 Ibs
319.5 Ibs
g/ml
Ibs/cu ft
tons/cu yd
383.5 Ibs
000004
-------
HASHED SOIL (WS) — LOW SOIL TEST
Field Measurements -- Final Data
O
O
O
O
O
en
ADJUSTED
RATE SAMP TEMP
I- (F)
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
DRUM ID SAMPLE ID
DRUM+HS
(Ibs)
12:37 TIME ZERO
14:05
1*:37 SWL-WS-01-01
15:05 WS-1 593.5
16:26 WS-2 869.5
16:40 SWL-WS-01-01
17:26
18:35
18:37
19:50
19:54
21:00
21:04
22:10
22:50
23:30
00:37
00:45
01:35
01:47
02:33
02:51
03:58
04:37
05:08
06:17
06*: 27
WS-3
WS-4
SWL-WS-01-01
midpoint
WS-1
WS-2
SWL-WS-01-02
WS-3
SWL-WS-01-02
WS-4
SWL-WS-01-02
WS-1
midpoint
WS-3
SWL-WS-01-03
WS-1
WS-3 BROKEN SCALE
SWL-WS-01-03
WS-1
WS-3
SU.l-us-Ql-s*
790.5
773
760
767
797
883.5
775
728.5
739
DRUM
WS
' (Ibs)
49 544.5
49 820.5
49.5
49
53
56.5
53.5
54.5
53.5
53.5
54.5
— ESTIMATED
769.5
791.5
54
56.5
741.0
724.0
707.0
710.5
743.5
829.0
721.5
675.0
-684.5
DATA
715.5
735.0
WS
(Ibs) |
548
820
745
724
711
710
747
833,
725.
675.
688.
713.
719.
735.
.6
.5
.1
.0
.1 .
.5
.6
.1
.6
0
6
2
6
0
RATE
[Ibs/hr
549
608
745
630
540
646
641
625
580
653
646
639
617
639
MASS FLOW MASS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TIME PERIOD CHECK PERIOD
ZERO (Ibs) (Iba) (kg)
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
0
1.5
. 2.0
2.5
3.8
4.0
4.8
6.0
6.0 43'22
7.2
7.3
8.4
8.4
9.6
10.2
10.9
12.0 3593
12.1
13.0
13.2
13.9
14.2
15.3
16.0
16.5
17.7
17.8 3869
1961
1630
1755
-------
HASHED SOIL (US) — LOW SOIL TEST
Field Me»3ureraent3 — Final Data
900000
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
TIME
07:33
07:40
08:38
08:53
09:44
10:43
11:03
12:16
13:08
13:34
14:32
14:4}
15:36
15:56
16:36
17:11
17:59
18:15
19:32
19:42
20:46
21:25
22:00
22:34
23:20
00:37
01:10
DRUH+HS
DRUM 10 SAMPLE ID
-------
DATE
WASHED SOIL (US) — LOH SOIL TEST
Field Measurements — Final Data
ADJUSTED
DRUHfWS DRUM WS WS RATE ' SAMP TEMP
TIME DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (lbs/hr) VOL (F)
• MASS FLOW MASS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TIME PERIOD CHECK PERIOD
ZERO (Iba) (Ibs) (kg)
o
o
0.
o
0
•^•1
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
01:58
02:19
02:46
03:58
04:35
05:45
06:33
07:30
08:41
09:27
10:49
11:51
12:12
13:30
14:47
15:07
15:31
midpoint
WS-8
SWL-WS-02-03
WS-5
SWL-WS-02-03
WS-8
SWL-WS-02-03
WS-5
midpoint
WS-8
SWL-WS-02-04
WS-5***
SWL-WS-02-04
WS-9
SWL-WS-02-04
I
WS-10
840.0 49?5 790.5 794.6 467
1000 ML
811.0 57.0 754.0 762.2 462
785.0 57.0 728.0 728.0 408
1000 ML
826.0 61.0 765.0 769.1 439
834.5 54.0 780.5 780.5 400
1000 ML
843.0 53.5 789.5 793.6 331
1000 ML
766.0 49.5 716.5 720.6 437
1000 ML
!HD OF TEST
815.0 49.0 766.0 770.1 382
31
37
36
39
40
41
42
44
^^
46
47
48
50
50
50
'.3
'.7
1.2
1.3
i.O
.9 2897
.9
.1
.8
.2
.6
t 9
.2 2438
.5
.9
1314
1106
27056 27868
28520 28520 12937
Two Sig. Figs. 13000
-------
MUNICIPAL HATER (MM) — LOW SOIL TEST
900000
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/S9
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
12:37
15:24
15:28
17:01
19:05
19:24
21:25
23:00
23:05
00:56
01:14
02:01
02:52
03:10
04:00
05:13
06:04
06:43
07:06
08:00
10:05
10:47
11:12
12:56
13:51
15:05
SAMPLE ID »1
12
IOTOMETER READINGS
13 14 15
16
TOTAL TOTAL
-------
MUNICIPAL HATER (MW) -- LOW SOIL TEST
o
o
o
o
o
CD
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME
15:53
17:04
18:30
18:43
20:48
22:49
23:18
00:27
00:53
02:31
02:58
04:20
06:40
07:01
11:05
11:29
12:30
15:07
15:29
SAMPLE ID fl
1.10
1.20
SW1.-MW-02-01
1.20
1.35
SW1.-MW-02-01
1.15
1.20
midpoint
1.20
SUL-MW-02-02
1.20
SWL-MW-02-02
1.25
SWL-MW-02-02
1.20
1.20
1.15
12
1.00
1.05
1.05
1.10
1.05
1.08
1.08
1.05
1.08
1.16
1.15
0.95
•ROTOMETER READINGS
*3 *4 #5
0.72
0.60
0.60
0.75
0.85
0.00
0.55
0.55
0.00
0.66
0.58
1.18
1.60
1.60
1.60
0.00
2.00
1.20
1.60
1.30
2.00
0.00
0.00
END OF
0.00
0.70
0.72
0.75
0.75
0.70
0.78
0.75
0.79
0.57
0.58
0.58
TEST
0.55
16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL TOTAL
(gpra) (Ibs/hr)
5.12
5.17
5.20
3.95
5.75
4.26
5.18
4.89
4.90
3.60
3.51
3.83
2562
2587
2602
1977
2877
2132
2592
2447
2452
1801
1756
1917
MW FLOW MM FLOW
H°TOS DURING DURING
FROM TOTAL COMPOSITE COMPOSITE
TIME TEMP MH FLOW PERIOD CHECK PERIOD
ZERO (F) (g»l) (g.l) (gal) (Uter.)
27.3
28.4
29.9 40
30.1
32.2
34.2 49
34.7
35.8
36.3
37.9
38.3 48
39.7
42.0 36
42.4
46.5 40
46.9
47.9
50.5
50.9
625
615
515
545
3978 15056
863
417
642
533
789
3691 13972
965
298
686
16388 16304 16304 61711
Two Slg. Figs. 62000
-------
MUNICIPAL WATER (HW) ~ LOW SOIL TEST
Field Measurements — Final Data
o
o
o
o
DATE TIME SAMPLE ID
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
12:37
15:24 SHL-MW-01-01
15:28
17:01
19:05 SWL-MW-01-01
19:24
21:25
23:00 SHL-MW-01-01
23:05
00:56 midpoint
01:14
02:01
02:52 SWL-MH-01-02
03:10
04:00
05:13
06:04
06:43 SWL-MW-01-02
07:06
08:00
10:05
10:47 SHL-MH-01-02
11:12
12:56 midpoint
13:51
15:05 SHL-MW-02-01
11
12
*3
14
TIME
1
Afwxnui
15
ZERO
16
HOURS
FROM
TOTAL TOTAL TIME
(gpm) (Ibs/hr) ZERO
0
2.8
1.20
1.20
1.20
1.20
1.25
1.25
1.25
1.28
1.29
1.28
1.25
1.00
1.15
1.01
1.05
. 1.15
1.08
1.10
1.10
1.10
1.10
1.09
1.00
0.40
0.80
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
2
2
2
2
.70
.20
.20
.50
.60
2.25
2.25
2.
17
2.10
2.
2.
22
22
0.70
0.75
0.75
0.75
0,75
0.78
0.80
0.80
0.80
0.78
0.78
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6
5
5
6
5
5
5,
.60
.70
.96
.25
.75
.36
.40
5.35
5.29
5.
5.
38
34
3303
2852
2982
3128
2877
2682
2702
2677
2647
2692
2672
2.8
4
6
6
8
10
10
12
12
13
14
.4
.5
.8
.8
.4
.5
.3
.6
.4
.3
14.5
15.4
16.6
17.4
18.1
1.27
1.21
1.20
1.20
1.20
1.08
1.08
1.05
1.10
1.00
0.00
0.00
0.00
0.00
0.00
2.
2.
2.
1.
1.
00
00
00
90
80
0.78
0.79
0.75
0.78
0.74
0.00
0.00
0.00
0.00
0.00
5.
5.
5.
4.
4.
13
OS
00
98
74
2567
2542
2502
2492
2372
18.5
19.
21.
22.
22.
24.
25.
26.
4
5
2
6
3
2
5
HH FLOW HW FLOW
DURIHG DURIHG
TOTAL COMPOSITE COMPOSITE
TIME TEMP MW FLOW PERIOD CHECK PERIOD
I (8al) (,al) (g,l) (liters)
70
36
33
1129
553
852
575
691
351
369
360
662
662
313
391
895
334
754
3704
14019
4931
18664
60
-------
MUNICIPAL WATER (MW) — LOW SOIL TEST
Field Measurements — Final Data
o
o
0
o
H*
.H*
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME SAMPLE ID
15:53
17:04
18:30 SHL-MW-02-01
18:43
20:48
22:49 SUL-MH-02-01
23:18
00:27
00:53 midpoint
02:31
02:58 SWL-MW-02-02
04:20
06:40 SWL-MW-02-02
07:01
11:05 SWL-MW-02-02
11:29
12:30
15:07
15:29
SI
1.10
1.20
1.20
1.35
1.15
1.20
1.20
1.20
1.25
1.20
1.20
1.15
12
1.00
1.05
1.05
1.10
1.05
l.OS
1.08
1.05
1.08
1.16
1.15
0.95
ROTOMETER READINGS
#3 #4 15
0.72
0.60
0.60
0.75
0.85
0.00
0.55
0.55
0.00
0.66
0.58
1.18
1.60
1.60
1.60
0.00
2.00
1.20
1.60
1.30
2.00
0.00
0.00
END OF
0.00
0.70
0.72
0.75
0.75
0.70
0.78
0.75
0.79
0.57
0.58
0.58
TEST
0.55
06
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL TOTAL
(gpm) (Ibj/hr)
5.12
5.17
5.20
3.95
5.75
4.26
5.18
4.89
4.90
3.60
3.51
3.83
2562
2587
2602
1977
2877
2132
2592
2447
2452
1801
1756
1917
MW FLOW MM FLOW
HOURS DURING DURING
FROM TOTAL COMPOSITE COMPOSITE
TIME TEMP MW FLOW PERIOD CHECK PERIOD
ZERO (F) (gal) (gal) (gal) (liters)
27.3
28.4
29.9 40
30.1
32.2
34.2 49
34.7
35.8
36.3
37.9
38.3 48
39.7
42.0 36
42.4
46.5 40
46.9
47.9
50.5
50.9
625
615
515
545
3978 15056
863
417
642
533
789
3691 13972
965
298
686
16388 16304 16304 61711
Two Slg. Figs. '62000
-------
FEED SOIL (FS) ~ LOW SOIL TEST
Field Measurements — Final Data
o
0 :
o
o
L. -*
r~*
10
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
12
15
15
16
17
18
19
:37
:05
:28
:37
:00
:31
:22
19:47
21:04
21:24
22:50
23
00
:03
:37
SAMPLE ID
SWL-FS-01-01
SWL-FS-01-01
SWL-FS-01-01
midpoint
SWL-FS-01-02
SWL-FS-01-02
SWL-FS-01-02
01:12
01
02
02
03
04
04
05
06
06
07
07
08
:33
:00
:30
:10
:00
:34
:13
:04
:25
:06
:42
:00
midpoint
SWL-FS-01-03
SWL-FS-01-03
SWL-FS-01-03
midpoint
FS
TOTAL RATE
(Ibs) (Iba/hr)
TIME ZERO
535
1563
2943
4128
5103
6269
6808
7481
7947
8682
9166
9814
10341
670
583
583
591
542
674
577
559
604
569
627
586
FS FLOW FS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TIME TEMP PERIOD CHECK PERIOD
ZERO (F) (Ibs) (Ibs) (kg)
2.
2.
4.
4.
5.
6.
T.
8.
8.
10.
10.
12.
12.
12.
13.
13.
14.
15.
15.
16.
17.
17.
18.
19.
19.
0
5 70
8
0 60
4
9 4566 2071
8
2
4 36
8
2 36
4
0 35 3320 1506
6
9
4
9 34
5
4
9 33
6
4
8 33 3660 1660
5
1
4
-------
FEED SOIL (FS) — LOH SOIL TEST
Field Measurements — Final Data
o
o
o
o
M
0?
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
.-- 09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
ng l 27 '39
FS FLOW FS FLOW
HOURS DURING DURING
FS FROM COMPOSITE COMPOSITE
TIME TOTAL RATE TIME TEMP PERIOD CHECK PERIOD
SAMPLE ID (Ibs) (Iba/hr) ZERO (F) (Ibs) (Ibs) (kg)
09:00 SUL-FS-01-04
10:03 11560
10:27 SWL-FS-01-04
11:12 12224
13:37 SHL-FS-01-0*
13:50 13678
14:25 midpoint
15:14 SHL-FS-02-01
15:52 14878
16:32 SWL-FS-02-01
17:03 15470
18:15 SWL-FS-02-01
18:42 16315
19:45 midpoint
20:46 17459
21:16 SWL-FS-02-02
22:44 SWL-FS-02-02
23:17 18687
00:26 19174
01:38 SWL-FS-02-02
02:11 midpoint
02:30 19847
02:45 SWL-FS-02-03
04:20 20399
04:32 SWL-FS-02-03
ft* . 1.1 cu» _pc_no— no
vvi-irf wnuTuv^uJ
20.4 50
595 21 . 4
21.8 50
577 22.6
25.0 62 3857 1750
552 25.2
25.8
26.6 62
590 27.2
27.9 64
500 28.4
29.6 41 2874 1303
512 30.1
31.1 .
554 32.2
32.6 50
34.1 49
488 34.7
423 35.8
37.0 46 2846 1291
37,6
326 37.9
38.1 48
301 39.7
39.9 46
42.1 36 193G 375
-------
DATE TIME
SAMPLE ID
FEED SOIL (PS) ~ LOW SOIL TEST
FUld Measurements ~ Final Data
FS FLOW FS FLOW
HOURS DURING DUHIHG
fS FROM COMPOSITE COMPOSITE
TOTAL RATE TIME TEMP PERIOD CHECK PERIOD
(Iba) (Ibs/hr) ZERO (F) (Ibs)
-------
FINE PARTICLE CAKE (FPC) — LOW SOIL TEST
Field Measurements — Final Data
DATE
DRUM+FPC DRUM FPC
TIME DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs)
ADJUSTED
FPC .RATE SAMP
(Ibs) (Ibs/hr) VOL
FPC FLOW FPC FLOH
HOURS DURIHG DURING
FROM COMPOSITE COMPOSITE
TEMP TIME PERIOD CHECK PERIOD
(F) ZERO (Ibs) (Ibs)
O
o
o
o
f-*
en
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
J)9/26/B9
09/26/89
09/26/89
09/26/89
09/26/89
QQ/25 iog
12:37
14:51
15:43
16:50
18:49
20:02
21:15
22:40
23:15
00:49
01:47
02:44
02:46
04:49
05:45
06:38
07:39
08:32
08:40
10:30
11:45
13:23
14:21
15:19
15:23
16 : 48
*0 1 iO
FPC-1
midpoint
FPC-2 *
midpoint
FPC-3
FPC-4
midpoint
FPC-5
FPC-6
~ , .. , _.
midpoint
FPC- 7
TIME ZERO
SHL-FPC-01-01
HEIGHT NOT RECORDED: DATA ESTIMATED 179.4
SHL-FPC-01-01
SHL-FPC-01-01
SHL-FPC-01-02
SHL-FPC-01-02
474.5 49.0 425.5 436.1
SHL-FPC-01-02
441.0 49.5 391.5 394.1
SHL-FPC-01-03
SHL-FPC-01-03
477.0 50.0 427.0 432.3
SHL-FPC-01-03
491.0 49.5 441.5 444.1
SHL-FPC-01-04
SHL-FPC-01-04
504.5 49.0 455.5 460.8
SHL-FPC-01-04
SHL-FPC-02-01
547.0 49.5 497.5 502.8
SHL-FPC-02-01
SWL-FPC-02-01
1000
58
1000
1000
1000
1000
58
1000
113
1000
1000
143-
1000
160
1000
1000
143
1000
1000
138
1000
1000
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
70
60
40
36
36
35
34
33
33
55
55
60
62
64
40
2
3
I
6
7
B
10
10
12
13
14
16
17
18
19
19
20
21,
24.
25.
26.
26 .
28.
29.
0
1.2
. 1
.2
.2 429 195
.4
.6
.0
.6
•2 474 215
.2
.2
.2
•0 842 382
.0
.1
.9
8 962 436
7
7
g
2
1 706 320
-------
FINE PARTICLE CAKE (FPC) — LOW SOIL TEST
Field Measurements —- Final Data
o
1— *
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME DRUM ID
19:03 FPC-8
19:52 midpoint
21:27
22:25 FPC-9
22:48
01:25
02:08 midpoint
02:51
03:23 FPC-10
04:45
06:37
08:45 midpoint
08:47 FPC-11
10:53
12:16
14:37 FPC-12
14:56
15:07
ADJUSTED
DRUM+FPC DRUM FPC FPC RATE SAMP
SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL
492.0 49.5 442.5 447.8
SHL-FPC-02-02
516.0 49.5 466.5 469.1
SHL-FPC-02-02
SHL-FPC-02-02
SHL-FPC-02-03
534.0 49.5 484.5 492.4
SHL-FPC-02-03
SHL-FPC-02-03
534.0 49.5 484.5 489.8
SHL-FPC-02-04
SHL-FPC-02-04
490.5 49.5 441.0 446.3
SHL-FPC-02-04
END OF TEST
122
1000
139
1000
1000
1000
99
1000
1000
91
1000
1000
77
1000
FPC FLOW FPC FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TEMP TIME PERIOD CHECK PERIOD
(F) ZERO (Ibs) (Ibs) (kg)
ML
ML
ML
ML
ML
ML
ML
ML
ML
50
49
48
48
46
36
52
66
74
30.
31.
32.
33.
34.
36.
37.
38.
38.
40.
42.
44.
44,
46
47
50
50
50
4
3
8
8
2
8 723
5
2
8
1
0 611
1
.2
.3
.6
.0
.3 488
.5
328
277
221
4958 5195
* Start-of-coLlectlon time Is
an estimate.
5233 5233
Two Slg. Figs.
2374
2400
-------
FISE OVERSIZE
-------
FINE OVERSIZE (FO) — LOW SOIL TEST
Field Measurements -- Final D»t»
o
o
o
o
t-k
00
DATE
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/39
09/27/89
09/27/89
09/27/89
09/27/89
TIME DRUM ID
01:20
02:04 midpoint
02:49
04:36
06:24
08:51 midpoint
11:19
12:25
15:07
15:07 FO-T
15:07
RATE
SAMPLE ID (Ibs/hr)
SWL-FO-02-02
SWL-FO-02-03
SWL-FO-02-03
SWL-FO-02-03
S8L-FO-02-04
SWL-FO-02-04
SWL-Fb-02-04
WEIGHT HOT R 30
END OF TEST
1
TEMP
(F)
48
48
46
36
52
66
74
JOURS
FROM (
TIME
ZERO
36.7
37.5
38.2
40.0
41.8
44.2
46.7
47.8
50.5
50.5
50.5
FO FLOW
DURING
:OMPOSITE
PERIOD
(kg)
87
92
85
653
Two Slg. Figs.
650
-------
CATIONIC POLYMER (FLOG) — LOU SOIL TEST
Field Meaaurementa — Final Data
DATE
TIME
ROTAMETER FLOG TOTAL
17 DENSITY RATE
(gph) (Ibs/gal) (Ibs/hr)
HOURS FLOG FLOW FLOG FLOW FLOG FLOW
FROM ESTIMATED DURING DORIHG DURING
- TIME FLOG FLOW TEST TEST TEST
ZERO (lb») (Ibs) (gal) (liters)
o •
o
o
o
H-*
CO
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
12:37
15:28
17:01
19:24
21:25
23:05
01:14
02:01
03:10
04:00
05:13
06:04
07:06
08:00
10:05
11:12
13:51
15:53
17:04
18:43
20:48
23:18
00:27
02:31
04:20
07:01
'. . on
TIME ZERO
38.
39.
44.
44.
44.
42.
44.
42.
00
00
00
00
00
00
00
00
42.00
42.00
40.00
42.00
42.00
44.00
44.00
45
40
45
37
36
44
48
.00
.00
.00
.00
.00
.00
.00
46.00
45.00
44.00
A. f\
i nn
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
34
34
34
34
34
34
34
34
34
34
8.34
8.34
8.34 '
8.34
8.34
8
8
8
8
8
. 8
8
8
8
8
a
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
•>i
317
325
367
367
367
350
367
350
350
350
334
350
350
367
367
375
334
375
309
300
... 367
400
384
375
367
iii
2.
4.
6.
8.
10.
12.
13.
14.
15.
0
8
4
8
8
5
6
4
5
4
16.6
17.4
18.5
19.4
21.5
22
25
27
28
30
32
34
35
37
39
42
Afi
.6
.2
.3
.4
.1
.2
.7
.8
.9
.7
.4
: Q
903
504
875
740
612
753
287
403
292
426
284
362
315
764
410
995
678
444
509
625
917 .._...
460
793
682
985
1490
410
229
397
336
277
342
130
183
132
193
129
164
143
347
186
451
308
201
231
284
416
209
360
309
447
676
-------
CATIOHIC POLYMER (FLOG) — LOW SOIL TEST
Field Measurements — Final Data
DATE
TIME
ROTAHETER FLOC
17 DENSITY
(«ph)
HOURS FLOC FLOW FLOC FLOW FLOC FLOW
TOTAL FROM ESTIMATED DURING DURING DURING
RATE TIME FLOC FLOW TEST TEST TEST
(Ibs/hr) ZERO (Ibs) (Ibs) (g.l) (liters)
09/27/89 12:30
09/27/89 15:07
09/27/89 15:29
45.00 8.34
END OF TEST
45.00 8.34
375 47.9
50.5
375 50.9
382
982
173
445
••*
o
o
o
o
Two Slg. Figs.
8107
8100
-------
COARSE OVERSIZE (CO) — LOU SOIL TEST
Field Measurements — Final Data
o
o
o
o
ro
H-*
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
12:37
12:40
15:12
16:49
18:15
19:00
19:57
20:55
22:55
00:12
00:53
01:51
02:50
04:54
06:40
06:46
07:53
09:07
10:20
13:03
13:42
14:26
15:10
16:57
18:26
19:40
20:00
ADJUSTED
DRUM+CO DRUM CO CO RATE SAMP
DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Lbs/hr) VOL
TIME ZERO
SWL-CO-01-01
SWL-CO-01-01
CO-1 554.0 49.0 505.0 509.5
SWL-CO-01-01
midpoint
SHL-CO-01-02
SHL-CO-01-02
CO-1 462.0 49.0 413.0 419.8
SWL-CO-01-02
midpoint
SWL-CO-01-03
SWL-CO-01-03
SWL-CO-01-03
CO- 2 528.0 49.0 479.0 488.1
midpoint
SWL-CO-01-04
SWL-CO-01-04
CO-3 546.5 49.5 497.0 501.5
SWL-CO-01-04
midpoint - - - : - -
SWL-CO-02-01
SWL-CO-02-01
SWL-CO-02-01
CO-4 548.0 49.5 498.5 507.6
midpoint
1000
1000
91
1000
1000
1000
71
1000
1000
1000
1000
74
1000
1000
80
1000
1000
1000
1000
77
CO FLOW CO FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TEMP TIME PERIOD CHECK PERIOD
(F) ZERO (Ibs) (Ibs) (kg)
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
70
60
32
32
32
32
32
32
32
55
55
60
62
64
32
0.
2.
4.
5.
6.
7.
8.
10.
11.
12.
13.
14.
16,
18,
18
19
20
21
24
25
25
26
28
29
31
O 1
0
0
6
2
6
4 635
3
3
3
6
3 423
2
2
: 3
.0 455
.1
.3
.5
.7
.4
.1 518
.8 -
.5
.3
.8 421
.0
•*
288
192
206
235
• --
191
-------
COARSE OVERSIZE (CO) — LOW SOIL TEST
Field Measurements — Final Data
ADJUSTED
_
O,
o
O
ro
to
DATE
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIKE DRUM ID
21:34
22:50
01:32
02:15 midpoint
02:58
04:49
05:16 CO-5
06:39
08:42 midpoint
10:45
12:07
14:44
15:07
15:55 CO-6
DRUM+CO DRUM CO
SAMPLE ID (Iba)
-------
COMBINED DEWATERING EFFLUENT (CDE) — LOW SOIL TEST
Field Measurements — Final Data
o
o
o
O '
to
CO
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
' 09/26/89
09/26/89
09/26/89
09/26/89
•09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
12:37
15:18
15:25
16:45
17:08
18:55
19:10
20:0*
21:13
21:30
22:53
23:03
00:55
01:10
01:55
02:05
02:55
03:14
04:04
04:51
05:17
06:07
06:36
07:39
08:02
08:.43
TANK NO.
TANK
HEIGHT
(ft)
ADJUSTED
HEIGHT
(ft)
CDE FLOH CDE FLOW
HOURS DURING DURING
TANK FROM COMPOSITE COMPOSITE
VOLUME CDE RATE TIME TEMP PERIOD CHECK PERIOD
(8»D (gpm) (Ibs/hr) ZERO (F) (gal) (gal) (liters)
TIME ZERO
SHL-CDE-01-01
12
SWL-CDE-01-01
12
SHL-CDE-01-01
12
midpoint
SHL-CDB-01-02
12
SHL-CDE-01-02
12
SHL-CDE-01-02
12
midpoint
12
SHL-CDE-01-03
*2
12
SHL-CDE-01-03
»2
»2 - - -•
SHL-CDE-01-03
midpoint
112
SHL-CDE-01-04
1.823
2.375
3.031
3.542
4.000
4.521
4.750
5.042
5.240
5.573
5.792
6.333
7.000
1
2
3
3.
3.
4.
4.
5.
5.
5.
5.
6.
6.
.792
.344
.000
,510
969
490
719
010
208
542
760
302
969
1321
1928 5.89
2704 6.37
3334 4.50
3909 6.18
4562 5.14
4846 5.18
5204 5.19
5443 4.78
5836 5.39
6086^ 5.01
6672 5.09
7300 4.24
2947
3186
2251
3091
2573
2590
2595
2391
2695
2505
2548
2123
2
2
4
4
6
6
7
8
8
10
10
12
12
13
13
14,
14,
15,
16.
16.
17.
18.
19.
19.
20.
21.
0
.7 70
.8
.1 60
.5
.3 40 2616 9901
.6
.4
.6 36
.9
.3 36
.4
•3 35 1847 6991
.6
.3
.5
.3 34
.6
,5
.2 33
,7
5
0 33 1763 6673
0
4
1
9 '7126
-------
COMBINED DEWATERING EFFLUENT (CDE) ~ LOH SOIL TEST
Field Measurements — Final Data
000024
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME
10:33
11:07
13:23
13:49
14:27
15:32
15:52
16:52
17:05
18:10
18:42
19:50
20:51
21:31
22:46
23:21
00:35
01:35
02:20
02:34
03:05
04:25
04:47
06:35
07:04
08:49
10:30
TANK NO.
SHL-CDE-01-04
*1
SWL-CDE-01-04
01
midpoint
SWL-CDE-02-01
SI
SWL-CDE-02-01
*1
SWL-CDE-02-01
tl
midpoint
fl
SWL-CDE-02-02
SHL-CDE-02-02
tl
11
SWL-CDE-02-02
midpoint
tl
SWL-CDE-02-03
SI
SWL-CDE-02-03
SHL-CDE-02-03
fl
midpoint
*1
TANK
HEIGHT
(ft)
0.
1.
2.
2.
2.
3.
3.
4.
4.
4.
500
458
042
375
781
292
854
115
542
990
5.594
6.521
ADJUSTED
HEIGHT
(ft)
0.
1.
2.
2.
2.
3.
3.
4.
4.
4.
5.
6.
479
4'37
021
354
760
271
833
094
521
969
573
,500
TANK
VOLUME
(gal)
193
964
1566
1939
2415
3037
3738
4066
4600
5153
5872
6871
CDE FLOW
HOURS DURING
FROM COMPOSITE
CDE RATE TIME TEMP PERIOD
(gpm) (Ibs/hr) ZERO (F) (gal)
21.
22.
24.
4.76 2382 25.
25.
26.
4.90 2450 27.
28.
5.11 2559 28.
29.
4.91 2455 30.
31.
4.82 2410 32.
32.
34.
4.68 2341 34.
4.42 2213 36.
37.
37.
4.49 2249 38.
38.
4.98 2492 39.
40.
42.
4.52 2263 42.
44.
4.85 2426 45.
9 55
5
8 61 1859
2
8
9 62
2
2 64
5
5 40 1593
1
2
2
9 50
1 49
7
0
0 46 1792
7
0
5 48
8
2 46
0 36 1844
5
2
9
CDE FLOW
DURING
COMPOSITE
CHECK PERIOD
(gal) (liters)
7037
6029
6784
6978
-------
COMBINED DEWATERING EFFLUENT (CDE) — LOW SOIL TEST
Field Measurement! — Final Data
o
o
o
o
10
01
DATE TIME TANK Hi
09/27/89 11:03
09/27/89 11:22 »1
09/27/89 12:10
09/27/89 12:29 *1
09/27/89 12:52 «
09/27/89 12:52 02
09/27/89 14:51
09/27/89 15:07
09/27/89 15:27 92
TANK ADJUSTED TANK
HEIGHT HEIGHT VOLUME CDE t
°- (ft) (ft) (gal) (gpcn) (
SWL-CDE-02-04
6.781 6.760 7117 4.7*
SWL-CDE-02-04
7.1*6 7.125 7427 4.62
7.281 7.260 7530 4.46
3.573 3.542 3373
SWL-CDE-02-04
END OF TEST
4.083 4.052 4013 4.13
CDE FLOW CDE FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
[ATE TIME TEMP PERIOD CHECK PERIOD
Ibs/hr) ZERO (F) (gal) (gal) (liters)
46.4 52
2371 46.7
47.5 66
2314 47.9
2229 48.2 7337
48.2
50.2 74 1706 558 6457
50.5
2067 50.8
15020 15020 56850
Two Slg. Figs. 57000
-------
WASHED SOIL (WS) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o.
o
ro
O5
DATE
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
TIME
23:38
23:48
00:49
01:50
02:26
03:40
04:05
05:12
05:41
06:08
07:04
07:28
09:20
10:23
11:31
11:51
12:30
13:21
15:00
18:30
18:50
19:12
19:45
20:45
22:16
22:25
23:52
DRUM+WS
DRUM ID SAMPLE ID (Ibs)
DRUM
Ub3)
ADJUSTED
HS WS RATE
(Iba) (Ibs) (Ibs/hr)
BEGAN FILLING US-X
TIME ZERO
HS-X
WS-12
HS-X
WS-12
SWH-WS-01-01
SWH-WS-01-01
SWH-WS-01-01
797.0
779.0
803.0
803.5
62.0
49.5
57.5
53.5
735.0
729.5
745.5
750.0 _„
735.
733.
749.
754.
0
6
6
1
621
454
454
471
midpoint
HS-X
WS-12
WS-X
SWH-WS-01-02
SHH-WS-01-02
SWH-WS-01-02
Irregular performance
WS-12
WS-X
Irregular performance
WS-13
WS-14
WS-13
WS-15
WS-16
SWH-WS-01-04
SWH-WS-01-04
854.5
827.5
864.0
begins
874.0
877.5
ends
803.5
224.0
783.5
783.5
810.0
55.5
59.0
54.0
61.0
70.5
49.5
49.5
55.5
49.5
52.0
799.0
768.5
810.0
813.0
807.0
754.0
174.5
728.0
734.0
758.0
803.
768.
814.
817.
807.
754.
174.
732.
738.
758.
1
5
1
1
0
0
5
1
I
a
450
412
373
446
489
197
476
472
443
523
FS FLOW FS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
SAMP TEMP TIME PERIOD CHECK PERIOD
VOL (F) ZERO (Ibs) (ib«) (kg)
_______ ___
-0.2
0
1.0
1000 ML 55 2.0
2.6
1000 ML 54 3.9
4.3
1000 ML 52 5.4 3071 1393
. ,. 5.9
6.3
1000 ML S3 7.3
7.7
9.5
1000 ML 70 10.6
11.7
1000 ML 78 12.1 2621 1189
12.7 5693
13.6
15.2
18.7
19.0
19.4
1000 ML 44 20.0
21.0
1000 ML 43 22.5
22. 5
24.1
-------
WASHED SOIL (WS) — HIGH SOIL TEST
Field Measurements — Final Data
DATE
DRUM+WS DRUM
TIME DRUM ID SAMPLE ID (lb«) (Ibs)
ADJUSTED
WS HS RATE i SAMP TEMP
(Ibs) (Ibs) (Ibs/hr) VOL (F)
FS FLOW FS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TIME PERIOD CHECK PERIOD
ZERO (Ibs) (Ibs) (kg)
o
o
o
o
ro
**"•
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
' 10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
00:25
01:18
01:30
02:12
03:11
03:40
04:52
05:46
06:42
06:53
08:00
08:39
09:47
10:21
11:53
12:15
12:56
13:59
14:10
15:58
16:04
17:36
18:43
18:50
19:50
21:45
22(20
midpoint
WS-15
WS-16
WS-15
WS-16
midpoint
WS-15
WS-16
WS-15
midpoint
WS-16
WS-15
midpoint
WS-16
WS-15
SWH-WS-01-04
:
829 60 769.0
SHH-HS-02-01
827.5 57 770.5
SHH-HS-02-01
838 54.5 783.5
SHH-HS-02-01
808 55 753.0
SHH-HS-02-02
865.5 53.5 812.0
SHH-HS-02-02
850.5 55 795.5
SHH-HS-02-02
881 53.5 827.5
SWH-WS-02-03
904.5 55.5 849.0
836 57.5 778.5
SWH-WS-02-03
SHH-WS-02-03
819.5 54 765.5
SWH-WS-02-04
767.5 60.5 707.0
SWH-WS-02-04
1000 ML 64 24
25
773.1 473 25
1000 ML 63 26
774.6 460 27
1000 ML 61 27
787.6 468 29
1000 ML 61 30
757.1 413 30
31
1000 ML 61 32
816.1 419 32
1000 ML 70 34
799.6 340 34
1000 ML 79 36
831.6 438 36
37
'lOOO ML 85 38
853.1 445 38
778.5 433 40
1000 ML 90 40
1000 ML 82 41
42
773.7 270 43
1000 ML 60 44.
711.1 371 46.
1000 ML 54 46.
.6 3151
.5
.7
.4
.4
.9
.1
.0 2487
.9
.1
.2
.9
.0
.6
.1 2675
.5
.1
.2
.4
.2
.3
.8 2070
.9
.0
.0
.0
5
1429
1128
1213
939
-------
WASHED SOIL (US) — HIGH SOIL TEST
Field Measurements — Fln*l D«c«
000028
DATE
10/01/89
10/01/89
10/01/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
TIME
23:30
23: tO
23 1 45
08:00
08:39
10:05
10:20
12:00
12:00
13:42
14 1 29
15:12
15:23
16:17
16:44
17:40
18:16
19:53
19:55
21:05
21:05
22:15
22:30
23:05
00:00
01:20
01:40
DRUM+HS
DRUM ID SAMPLE ID (Ibs)
DRUM
Ubs)
ADJUSTED
US WS RATE
(Iba) (Ibs) (Lbs/hr)
SWH-HS-02-04
SBR FEEDING BEGINS
HS-16 816 57.5 758.5 766.7
HIGH SOIL TEST RESUMES
SHH-HS-04-01
WS-18
SHH-HS-04-01
WS-14
WS-18
SHH-HS-04-01
WS-14
midpoint
SWH-WS-04-02
WS-18
SWH-WS-04-02
WS-19
WS-18
SWH-WS-04-02
HS-19
midpoint
SUH-WS-04-03
US-IS
SUH-WS-04-03
US-19
WS-18
SUH-US-04-03
889.0
890.5
877.5
891.0
795.0
860.0
858. 5
756.0
777.5
821.0
822.0
49.5
53.5
52.5
78.5
56.5
49.0
55.5
53.5
54.0
54.0
55.0
839.5
837.0
825.0
812.5
738.5
811.0
803.0
702.5
723.5
767.0
767.0
843.6
841.1
825 . 0
816.6
742.6
815.1
803.0
706.6
727.6
771.1
767.0
383
501
505
485
544
484
532
497
589
514
514
575
FS FLOW FS FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
SAMP TEMP TIME PERIOD CHECK PERIOD
VOL (F) ZERO (Ibs) (Ibs) (k«)
1000 ML 50 47
47
48
80
80
1000 ML 37 82
82
1000 ML 55 84
84
85
1000 ML 46 86
87
87
1000 ML 50 88
88
1000 ML 48 89
90
92
1000 ML 43 92
93
93
1000 ML 37 94
94
1000 ML 39 95
96
97
1000 ML 34 97
.7 1477 670
.9 11859
.0
.2
.9
.3
.5
.2
.2
.9
.7 3741
.4
.6
.5
.9
.9
.5
.1
.1 2979
.3
.3
.5
.7
.3
.2
.5
.9 3010
1697
1351
1365
-------
o
o
o
o
to
CD
_.
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
TIME
02:46
02:50
03:53
04:25
05:55
06:05
07:32
07:44
08:55
09:15
10:07
10:42
12:10
12:12
13:35
13:39
14:52
15:49
16:48
17:59
18:28
19:45
20:05
21:26
21:48
22:20
23:36
WASHED SOIL (HS) — HIGH SOIL TEST
Field Measurements — Final Data
FS FLOW FS FLOW
HOURS . DURING DURING
ADJUSTED FROM COMPOSITE COMPOSITE
DRUMtWS DRUM WS WS RATE SAMP TEMP TIME PERIOD CHECK PERIOD
DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL (F) ZERO (Ibs) (Ibs) (kg)
midpoint
WS-20
SWH-HS-04-04
WS-18
SWH-WS-04-04
WS-20
WS-18
SWH-WS-04-04
midpoint
WS-20
SWH-WS-05-01
WS-18
SWH-WS-05-01
WS-20
WS-18
SWH-WS-05-01
WS-20
midpoint
WS-21
SWH-WS-05-02
WS-20
SWH-WS-05-02.
HS-18
SWH-WS-05-02
WS-20
midpoint
SWH-WS-05-03
819.5
866.0
857.0
788
940.5
875
908.5
867
888.5
641
834
873.5
833.5
49.5 770.0 774.1
54.0 812.0 816.1
55.0 802.0 806.1
55 733.0 733.0
56.0 884.5 888.6
55 820.0 824.1
54 854.5 858.6
55.5 811.5 811.5
57.5 831.0 835.1
49.5 591.5 591.5
55.5 778.5 782.6
. .
60 813.5 817.6
54 779.5 783.6
516
515
484
506
518
568
572
587
651
306
470
506
456
99
99
1000 ML 28 100
100
1000 ML 28 102
102
103
1000 ML 30 103
105
105
1000 ML 46 106
106
1000 ML 63 108
108
109
1000 ML 59 109
111
112
113
1000 ML 54 114
114
1000 ML 52 116
116
1000 ML 50 117
118
118
A w u v CU4 -i o j. j. y
.0
.0
.1
.6
.1
.3
.7
.9 3106 1409
.1
.5
.3
.9
.4
.4
.8
.9 3788 1718
.1
.0
.0
.2
.7
.0 -
.3
.6 2888 1310
.0
.5
. O
-------
HASHED SOIL (WS) « HIGH SOIL TEST
Field Measurements — Final D»t«
FS FLOW FS FLOW
HOURS DURIHG . DURING
FROM COMPOSITE COMPOSITE
SAMP IEMP TIME PERIOD CHECK PERIOD
DRUMID SAMPLE1D (lba) (lbs) (lbi) (lba) (Ibs/hc> m
ADJUSTED
DRUM+WS DRUM WS WS
o
o
o
o
CO
o
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/39
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
23:55
01:35
01:52
03:37
03:43
04:56
05:23
06:10
07:02
07:34
08:58
10:15
10:47
11:06
11:57
12:48
14:23
14:37
16:08
16:17
16:59
17:50
17:55
19:21
19:35
21:22
22:0*5
WS-18
WS-20
WS-21
midpoint
WS-20
WS-21
WS-22
WS-21
midpoint
WS-22
WS-23
WS-22
midpoint
HS-23
US-22
WS-24
SWH-WS-OS-03
SWH-WS-05-03
SHH-WS-05-04
SWH-WS-05-04
SWH-WS-05-04
SHH-HS-06-01
SWH-WS-06-01
SHH-HS-06-01
SWH-WS-06-02
SWH-HS-06-02
SWH-US-06-02
860
859
827
842.5
820
910.5
862
850
912.5
893.5
845
846.5
851.5
58
57
55.5
58.5
57.5
50.5
62.5
53.5
49.5
61.5
77
53.5
49.5
802.0
802.0
771.5
784.0
762.5
860.0
799.5
796.5
863.0
832.0
768.0
793.0
802.0
806.1
806.1
771.5
788.1
766.6
864.1
803.6
800.6
867.1
836.1
772.1
797.1
802.0
381
413
441
446
465
447
442
397
477
502
473
478
450
120.1
1000 ML 46 121.8
122.1
123.8
1000 ML 40 123.9 2772
125.1
125.6
1000 ML 46 126.4
127.2
1000 ML 46 127.8
129.2
1000 ML 52 130.5 2757
131.0
131.3
1000 ML 66 132.2
133.0
1000 ML 64 134.6
134.8
1000 ML 55 136.3 2709
136.5
13-7.2
1000 ML 54 138.0
138.1
1000 ML 52 139.6
139.8
l*i i , 6
1000 ML 50 142.3 2705
1257
1251
1229
1227
-------
WASHED SOIL (WS) ~ HIGH SOIL TEST
Field Measurements — Final Data
. FS FLOW FS FLOW
HOURS DURING DURING
ADJUSTED FROM COMPOSITE COMPOSITE
DRUMfHSDRUM HS HS **« 'SAMP TEMP TIME PERIOD CHECK PERIOD
o
o
o
o
CO
10/05/89 22:48 midpoint
10/05/89 23:02 WS-22 824.5 55.5 769.0 773.1
10/05/89 23:31 SWH-WS-06-03
10/06/89 00:48 WS-25 832 49.5 782.5 786.6
10/06/89 01:49 SWH-WS-06-03
10/06/89 02:25 WS-22 862 55.5 806.5 810.6
10/06/89 03:43 SWH-WS-06-03
10/06/89 03:44 EHD op TEST
10/06/89 03:56 WS-25 842 65 777.0 781.1
143.0
464 143.2
1000 ML 48 143.7
1000 ML 46 146.0
501 146.6
1000 ML 43 147.9
147.9
515 148.1
2384
1081
32837
51955 52176
50389 50389 22857
Two Slg. Flgi. 23000
-------
MUNICIPAL WATER (MW) ~ HIGH SOIL TEST
Field Measurements — Final Data
0
o
o:
o
l\3
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
' 09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
iO/Oi/89
TIME
23:48
01:16
02:12
03:28
05:06
05:30
06:56
10:19
11:08
12:23
12:30
13:28
15:10
18:30
20:02
20:40
22:19
22:44
00:03
01:11
02:05
02:39
04:08
04:42
07:08
07:49
08; 25
--ROIOHETERS
15 16
(
TO
(8
TAL TOTAL
pm) (Ibs/hr)
KH FLOW HH FLOW
HOURS DURING DURING
FROM ESTIMATED COMPOSITE COMPOSITE
TIME TEMP MW FLOW PERIOD CHECK PERIOD
ZERO (F) (gal) (gal) (gal) (liters)
TIME ZERO
0.
SHH-MH-01-01
0.
0.
SWH-MW-01-01
45
56
50
0.52
SHH-MH-01-01
0.35
0.30-
Irreg. perf. begins
0.
0.
Irreg. perf. ends
SHH-MH-01-02
0.
SHH-MH-01-02
0.
SHH-MH-01-02
0.
midpoint
0.
SHH-MW-02-01
0.
0.
SHH-MW-02-01
0.
30
30
50
50
45
55
50
51
45
0.00
0.00
0.00
0.00
0.00
0.50
0.30
0.00
0.00
0.00
0.40
0.32
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.45
.56
.50
.52
.35
.80
.60
.30
.50
.50
.85
.87
.50
.51
.45
225
280
250
260
175
400
300
150
250
250
425
435
250
255
225
1.
2.
3.
5.
5.
7.
10.
11.
12.
12.
13.
15.
18.
20.
20.
22.
22.
24.
25.
25.
26.
28.
28.
31.
32.
32.
0
5
4 55
7
3
7 52
1
5 68
3
6
7
7
4
7
2 75
9
5 70
9
3 64
4
3
9
3 61
9
3
0 61
6
40
43
49
45
257 974
17
257
35
31
19
12
37 139
58
29
17
74
16
-------
MUNICIPAL WATER (MW) — HIGH SOIL TEST
Field Measurements — Final Data
—ROTOMETERS (
TO
0
o
o
o
CO
CO
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/0.1/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
- _ - 10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
i^n /no ion
TIME
10:06
10:36 SHH-MW-02-01
13:07 midpoint
14:39
15:21
15:39 SWH-MW-02-02
16:30
20:06 SWH-MW-02-02
20:26
22:28
23 : 38 SWH-MW-02-02
23:40
00:24
08:00
08:33
10:29
11:54 SWH-MW-04-01
12:14
14:48
16:11 SWH-MW-04-01
16:33
18:08
20:13 SWH-MW-04-01
20:21
21:37 midpoint
21 : 55
23:01 SWK-KW-04-02
15
0
.43
0.30
0.30
*6
0.35
0.35
0.35
gpmj — ,
HAL TOTAL
(gpra) Ubs/hr)
0
0
0
.78
.65
.65
390
325
325
MW FLOW MW FLOW
HOURS DURING DURING
FROM ESTIMATED COMPOSITE COMPOSITE
TIME TEMP MW FLOW PERIOD CHECK PERIOD
2ERO (F)
34
34
37
.3
.8 78
.3
38.9
39.6
(g»U (gal) (gal) (liters)
79
286 1083
59
27
39.8 90
0.30
0.55
0
.85
425
40.7
43
44.3 68
0.00
0.
00
0.00
0.00
SBR FEEDING
0.
00
0.60
0
0
.00
.00
0
0
BEGINS
0
HIGH SOIL TEST
0.
0.
0.
0.
0.
-o.
0.
0.
45
40
40
30
00
30
00
00
0.30
0.30
0.00
.0.42
0.45
0 .-45
'0.00
0.00
0
0
0
0,
0.
-o.
0.
0.
.60
300
RESUMES
.75
.70
.40
.72
.AS
,75
00
00
375
350
200
360
225
375
0
0
44.6
46.
47.
47.
48.
80.
80.
82.
84.
84.
87.
88.
88.
90.
92.
92.
93.
94.
95.
7
8 50
9
6
2
8
7
1 55
4
0
4 50
8
3
4 43
6
8
1
2 39
0
0
55 209
378
26
25
81
8
111
10
71
306 lisa
0
0
-------
MUNICIPAL HATER (KH) — HIGH SOIL TEST
Field H««3urement3 — Final D»t»
o;
O-
O.
o
CO
J>,
DATE
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
- - • ---.-.-. - —
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
TIME
23:49
01:29
03:37
03:50 SHH-MH-04-02
05:34
07:30
07:40 SHH-MH-04-02
09:51 Midpoint
10:25
— - ,
12:03 SUH-MH-05-01
12:21
13:59
17:35
17:56 SWH-MW-05-01
19:57
21:32 SHH-MH-OS-01
21:40
23:31 midpoint
23:45
01:31 SWH-MH-05-02
02:15
04:30
05:55
06:12 SWH-MH-05-02
10:03 SWH-MW-OS-02
10:39
11:36
— ROTOHETERS
15 16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.00
.00
.00
.00
.00
.00
.30
.30
.00
.00
.00
.00
.00
.00
.00
.00
.30
0.00
0.00
0.00
0.00
0.33
0.00
.
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.30
(8
TOT
(SP
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
__\
pmj
AL TOTAL
-------
o.
o
o
o
CO
01
MUNICIPAL WATER (MW) — HIGH SOIL TEST
Field Measurements — Final Data
MW FLOW MW FLOW
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
TIME
12:12 midpoint
14:21 SWH-MW-06-01
14:48
16:34
17:42 iiHH-MW-06-01
18:28
19:45
22:02 SWH-MW-06-01
23:12
23:53 midpoint
00:02
01:28
01:44 SWH-MW-06-02
03:23
03:44
03:44 SHH-MW-06-02
VVWAU
15
vui
**Ell\ti
16
• iBpraj UUUKS DURING DURING
FROM ESTIMATED COMPOSITE COMPOSITE
TOTAL TOTAL TIME TEMP MW FLOW PERIOD CHECK PERIOD
(gpm) (Ibs/hr) ZERO (F) (gal) (g,l) (g,l) (Utera)
132.4
134.6 64
0
0
0
0
0
0
0
0
.00
.00
.00
.00
.00
.00
.00
.00
END OF
0
0
0
0
0
0
0
0
.30
.30
.00
.00
.00
.00
.00
.00
0
0
0
0
0
0
0
0
.30
.30
.00
.00
.00
.00
.00
.00
150
150
0
0
0
0
0
0
TEST
135.
136.
137.
138.
140.
142.
143.
144.
144.
145.
145.
147.
147.
147.
0
8
9 57
7
0
2 50
4
1
2
7
9 46
6
9
9 46
8
32
0
0
29 HO
0
0
0
0
0 469 0
1249 1105 1105 4182
Two Slg. Figs. 4200
-------
FEED SOIL (FS) -- HIGH SOIL TEST
Field H«»3ur«m«nt3 — Final Data
DATE TIME SAMPLE ID
FS FLOH FS FLOW
HOURS DURING DURING
FEED FEED FROM COMPOSITE COMPOSITE
TOTAL RATE TIME TEMP PERIOD CHECK PERIOD
(Ibs) (Ibi/hr) ZERO (F) (Ibs) (Ibs) (kg)
o
o
o
o
GO
*«*•
an
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
23:48
01:13
01:48
03:26
03:37
05:05
05:09
06:02
06:55
07:02
10:04
10:18
11:06
11:50
12:19
12:30
13:27
15:05
18:00
13:30
18:53
19:36
20:38
22:11
22:43
00:2'4
SWH-FS-01-01
SWH-FS-01-01
SUB-FS-01-01
midpoint
-
SWH-FS-01-02
SWH-FS-01-02
SWH-FS-01-02
Irreg. perf.
irreg. perf.
SWH-FS-01-04
SWH-FS-01-04
SWH-FS-01-04
TIME
2972
3661
4222
4788
5621
5951
6351
begins
6713
7234
7486
ends
7761
8326
9049
ZERO
316
340
309
264
319
329
319
319
86
311
323
347
1
2
3
3
5.
5,
6.
7.
7.
10.
10.
11.
12.
12.
12.
13.
15.
18.
18.
19.
19.
20.
22.
22.
24.
0
.5
.0 55
.6
.8 54
.3
3 52 2001 90S
2
;i • •• " • "
2 53
3
5
3
0 1894 859
5
1 3895
7
3
2
7
1
8 75
8
4 70
9
6 64 2150 975
-------
FEED SOIL (FS) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o .
CO
-------
PEED SOIL (FS) - HIGH SOIL TEST
FUld KttMunannts — Final D«t«
O
O
DATE TIME SAMPLE ID
FS FLOW
HOURS DORIHG
FEED FEED FROM COMPOSITE
TOTAL RATE TIME TEMP PERIOD CHECK
db.) (lb./hr) ZERO (F) Ub3) Ubs)
FS FLOW
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
... 10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/83
23:28 SWa-FS-02-04
23:*0 SBR FEE
00:23
08:00 HIGH SO
08:31
10:00 SHH-FS-04-01
10:27
11:52 SWH-FS-0*-01
12:13
1*:26 SWH-FS-04-01
14:47
15:19 midpoint
16:13 SWH-FS-04-02
16:32
17:36 SWH-FS-04-02
18:08
19:59 SWH-FS-04-02
20:20
21:03 midpoint
21:55
22:08 SWH-FS-04-03
23:09 SWH-FS-04-03
23:48
01:27
01:39 SUH-FS-04-03
"2:4*1 midpoint
DIKG BEGINS
16275
IL TEST
20071
20722
21*87
22588
23362
2*069
2506*
25776
26596
27379
253
RESUMES
337
*33
*29
4*2
*42
452
450
435
475
47.7
*7.9
48.6
80.2
80.7
82.2
32.7
84.1
84.4
86.6
87.0
87.5
88.4
88.7
89.8
90.3
92.2
92.5
93.3
94.1
94.3
95.4
96.0
97.7
97.9
98.9
50
37
55
46
50
48
43
37
39
34
1013
COMPOSITE
PERIOD
459
8452
2931
1329
2562
1162
255S
1161
-------
FEED SOIL
-------
FEED SOIL (FS) — HIGH SOIL TEST
Field M««3urem«nta — Flnil Data
o
o
o
o
£*
o
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
TIME
03:50
04:30
04:55
05:55
06:00
07:30
10:10
10:39
11:00
11:36
11:51
14:28
14:46
15:49
16:42
17:36
18:28
19:18
19:45
22:02
22:48
23:12
23:34
00:02
01:28
01:37
FS FLOW FS FLOW
HOURS DURING DURING
FEED FEED FROM COMPOSITE COMPOSITE
TOTAL RATE TIME TEMP PERIOD CBECK PERIOD
SAMPLE ID (Ibs) (Ibs/hr) ZERO (F) (Iba) (Ibs) (kg)
SWfl-FS-05-03
38140
midpoint
38624
SHH-FS-05-04
SWH-FS-05-04
SHH-FS-05-04
40202
midpoint
40407
SWH-FS-06-01
SWH-FS-06-01
41610
SHH-FS-06-01
midpoint
SWH-FS-06-02
42921
SWH-FS-06-02
43407
SHH-FS-06-02
midpoint
44584
SHH-FS-06-03
44828
45398
SWH-FS-06-03
124.
330 124.
125.
342 126.
126.
127.
130.
333 130.
131.
216 131.
132.
134.
380 135.
136.
136.
137.
354 138.
139.
379 140.
142.
143.
341 143.
143.
293 144.
398 145.
145.
0 48 2102 954
7
1
1
2 46
7 46
4 52 1997 906
9
2
8
1 64
7 64
0
0 55 2019 916
9
8 54
7
5 52
0
2 50 2150 975
0
4
8 48
2
7
8 46
-------
O
O
FEED SOIL (FS) — HIGH SOIL TEST
Field Measurements — Final Data
FS FLOW FS FLOW
HOURS DURING DURING
FEED FEED FROM COMPOSITE COMPOSITE
TOTAL RATE TIME TEMP PERIOD CHECK PERIOD
DATE TIME SAMPLE ID (Ibj) (Ibs/hr) ZERO (F) (Ibs) (Ibs) (kg)
10/06/89 03:22 A6177 *10 1*7.6
10/06/89 03:31 SHH-FS-06-03 147.7 43 1880 2M30 „„
10/06/89 03:44 END OF TEST 1*7.9
' ---------------- - --------------------------------- , _____
38777 38777 17589
Two Slg. Figs. 1SOOO
-------
O
Q
O
O
FINE PARTICLE CAKE (FPC) - HIGH SOIL TEST
field Measurements ~ Final Data
DATE TIME DRUM ID
CRUM+FPC DRUM
SAMPLE ID (Ibs) (Ibs)
FPC
Ubs)
ADJUSTED
FPC RATE SAMP
(Ibs) (Ibs/hr) VOL
SWH-FPC-01-01
SHH-FPC-01-01
SHH-FPC-01-01
SHH-FPC-01-02
SHH-FPC-01-02
09/29/89 23:48
09/30/89 02:05
09/30/89 03:45
09/30/89 05:16
09/30/89 06:12 FPC-15
09/30/89 06:16 midpoint
09/30/89 07:17
09/30/89 10:34
09/30/89 11:04 FPC-16
09/30/89 12:04 SHH-FPC-01-02
09/30/89 12:30 Irr.g. petf. b«,ln,
09/30/89 16:25 FPC-17
09/30/89 18:30 Irreg. p«rf. ends
09/30/89 19:05 FPC-18
09/30/89 19:40 SHH-FPC-01-04
09/30/89 22:05 SHH-FPC-01-04
10/01/89 00:27 SHH-FPC-01-04
10/01/89 00:33 FPC-19
10/01/89 01:15 midpoint
10/01/89 02:03 SHH-FPC-02-01
10/01/89 04:00 SHH-FPC-02-01
10/01/89 06:07 SHH-FPC-02-01
10/01/89 06:11 FPC-20
10/01/89 07:10 midpoint
10/01/89 08:13 SHH-FPC-02-02
10/01/89 09:58 SHH-FPC-02-02
10/01/89 11:50 SHH-FPC-02-02
FPC FLOH
HOURS DURIKC
FROM COMPOSITE
TEMP TIME PERIOD
(F) ZERO (Ibs)
CHECK
(Ibs)
FPC FLOW
DURING
COMPOSITE
PERIOD
(kg)
TIME ZERO
483.5 49.5 434.0
539.0 49.5 489.5
527.0 49.5 477.5
110.0 49.5 60.5
511.0 49.0 *62.0
517.0 49.5 467.5
1000 ML
1000 ML
1000 ML
441.9
69
1000 ML
1000 ML
494,8
J.02
1000 ML
480.1
60.5
469.9
475.4
90
23
1000
1000
1000
86
1000
1000
1000
84
1000
1GOO
1000
ML
ML
ML
ML
ML
ML
ML
ML
ML
0.0
39 2.3
39 4.0
38
38
70
46
45
44
42
41
41
41
41
70
78
5.5
6.4
6.5
7.5
10.8
11.3
12.3
12.7
16.6
18.7
19.3
19.9
22.3
24.7
24.8
25.5
26.3
28.2
30.3
30.4
31.4
32.4
34.2
36.0
450
204
616
279
'542
246
494
224
459
208
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o
o
4-*
CO
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
TIME DRUM ID
12:37 FPC-21
13:05 midpoint
14:20
16:07
17:47
18:51 midpoint
19:55
20:00 FPC-22
22:24
23:35
23:40
00:45 FPC-23
07:40
08:00
10:04
11:58
14:28
14:57 FPC-24
15:21 midpoint
16:15
17:38
19:42 FPC-25
20:09
21:10 midpoint
22:12
23.: 02
23:25 FPC-26
ADJUSTED
DRUM+FPC DRUM FPC FPC RATE SAMP
SAMPLE ID (Ibs) (Ibs)
-------
FIHE PARTICLE CAKE (FPC) ~ HIGH SOIL TEST
Flald Measurements — Final Data
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
^ 10/04/89
? 10/04/89
Q 10/04/89
tfy 10/04/89
t{y 10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
TIME DRUM ID
01:53
02:54 midpoint
03:55
04:42 FPC-27
06:08
07:46
08:58 midpoint
09:37 FPC-28
10:10
12:14
13:42
15:45 FPC-29
15:51 midpoint
18:00
19:50
21:31
21:52 FPC-30
22:35 midpoint
23:39
01:38
03:47
04:58 midpoint
05:53 FPC-31
06:09
07:33
10:17
11:09 midpoint
ADJUSTED
DRUH+FPC DRUM FPC FPC RATE SAMP
SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hc) VOL
SWH-FPC-04-03
SWH-FPC-04-04
539.5 49.5 490.0 495.3
SWH-FPC-04-04
SWH-FPC-04-04
549.5 49.5 500.0 505.3
SWH-FPC-05-01
SWH-FPC-05-01
SWH-FPC-05-01
552.0 49.5 502.5 510.4
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPC-05-02
433.0 49.5 383.5 391.4
SWH-FPC-05-03
SWH-FPC-05-03
SWH-FPC-05-03
563.5 49.5 514.0 521.9
SWH-FPC-05-04
SWH-FPC-05-04
SWH-FPC-05-04
1000
1000
94
1000
1000
103
.. .. 1000
1000
1000
83
1000
1000
1000
64
1000
1000
1000
65
1000
1000
1000
TEMP
(F)
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
33
31
31
31
36
48
40
39
38
38
37
36
37
36
36
38
FPC FLOW FPC FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
TIME PERIOD CHECK PERIOD
ZERO (Ibs) (Ibs) (kf)
98
99
100
100
102
104
105
105
106
108
109
112
112
114
116
117
118
118
119
121
124
125
126
126
127
13C
131
.1 616
.1
.1
.9
.3
.0 607
.2
.8
.4 __ ..
.4
.9 584
.0
.1
.2
.0
.7 432
.1
.8
.9
.8
.0 416
.2
.1
.4
.8
.5 3S3
.4
279
275
265
196
189
164
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Field Measurements — Final Data
O
o
o
o
i£*
en
DATE TIME DRUM ID
10/05/89 12:02
10/05/89 14:33
10/05/89 15:20 FPC-32
10/05/89 15:53
10/05/89 16:48 midpoint
10/05/89 17:43
10/05/89 19:23
10/05/89 21:40 FPC-33
10/05/89 22:05
10/05/89 22:53 midpoint
10/05/89 23:42
10/06/89 01:47
10/06/89 03:37
10/06/89 03:44
10/06/89 04:01 FPC-34
FPC FLOW FPC FLOW
HOURS DURING DURING
ADJUSTED FROM COMPOSITE COMPOSITE
DRUM+FPC DRUM FPC FPC RATE SAMP TEMP TIME PERIOD CHECK PERIOD
SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL (F) ZERO (Ibs) (lb») (kg)
SHH-FPC-06-01
SWH-FPC-06-01
579.0 49.5 529.5 542.7
SHH-FPC-06-01
SWH-FPC-06-02
SWH-FPC-06-02
508.5 49.5 459.0 466.9
SWH-FPC-06-02
SHH-FPC-06-03
SHH-FPC-06-03
SHH-FPC-06-03
496.0 49.0 447.0 457.6
1000 ML 43 132
1000 ML 42 134
57 135
1000 ML 42 136
137
1000 ML 39 137
1000 ML 38 139
74 141
1000 ML 38 142
143,
1000 ML 37 143
1000 ML 36 146
1000 ML 35 147
147,
72 148,
.2
.8
.5
.1 348 158
.0
.9
.6
.9
.3 447 203
.1
.9
.0
.8 349 158
.9
.2
9029
9172
8666
8666
3931
Two Slg. Flg>. 3,900
-------
FINE OVERSIZE (FO) — HIGH SOIL TEST
Field Measurements — Final Data
0
o
o
o
>£•>
O5
DATE
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
23:43
23:48
01:52
03:38
OS: 1*
06:10
07:06
11:00
12:09
12:30
18:30
19:10
19:50
21:55
00:12
01:02
01:52
03: tO
05:55
06:58
08:02
09:58
12:07
13:12
14:17
16:22
ADJUSTED
DRUM+FO DRUM FO FO RATE SAMP
DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs)
-------
DATE TIME DRUM ID SAMPLE ID
FINE OVERSIZE (FO) -'- HIGH SOIL TEST
Field Measurements — Final Data
ADJUSTED ,
DRUMfFO DRUM FO FO RATE SAMP
(Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL
FO FLOW
HOURS DURING
FROM COMPOSITE
TEMP TIME PERIOD
FO FLOW
DURING
COMPOSITE
CHECK PERIOD
(F) ZERO (Ibs) (Ibs) (kg)
o
o
o
o
>&h
-^
- • • - -
«
10/01/89 18:40 midpoint
10/01/89 19:50 SWH-FO-02-04
10/01/89 22:27 ( SWH-FO-02-04
10/01/89 23:28 SWH-FO-02-0*
10/01/89 23:40
10/02/89 00:45 FO-5
10/03/89 05:25
10/03/89 08:00
10/03/89 10:18 SWH-FO-04-01
10/03/89 12:08 SWH-FO-04-01
10/03/89 14:42 SWH-FO-04-01
10/03/89 15:34 midpoint
10/03/89 16:27 SWH-FO-04-02
10/03/89 17:37 SWH-FO-04-02
10/03/89 20:11 SWH-FO-04-02
10/03/89 21:10 midpoint
10/03/89 22:10 SWH-FO-04-03
10/03/89 23:01 SWH-FO-04-03
10/04/89 01:43 SWH-FO-04-03
10/04/89 02:45 midpoint
10/04/89 03:47 SWH-FO-04-04
10/04/89 04:13 FO-7 "'
10/04/89 06:00 SWH-FO-04-04
10/04/89 07:36 SWH-FO-04-04
10/04/89 08:54 midpoint
10/04/89 10:.12 SWH-FO-05-01
10/04/89 12:07 SWH-FO-05-01
SBR FEEDING BEGINS
446.0 49.5 396.5 427.5
COLLECTION OF FO-7 BEGINS
HIGH SOIL TEST RESUMES
14
492.0 50.0 442.0 460.9
20
42.9
700 ML
700 ML
,700 ML
1000
850
700
650
700
700
700
700
700
1000
1000
1000
700
700
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
79 44
54
50
41
59
46
50
48
43
37
39
34
28
28
30
46
63
.0
46.7
47
47
49
77
80
82
84
86
87
88
89
92,
93.
94.
95.
97.
99.
100.
100.
102.
103.
105.
1Q6.
108.
.7
.9
.0
.6
.2
.5
.3
.9
.8
.7
.8
.4
.4
.4
2
9
0
0
4
2
8
1
4
3
72
33
153
113
113
69
51
51
214
241
97
110
-------
FINE OVERSIZE (FO) — HIGH SOIL TEST
Field Measurements — Final D»t»
0
o
o
o
00
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
TIME DRUM ID
15:03 midpoint
16:30 FO-8
17:59
19:44
21:20
22:27 midpoint
23:34
01:25
03:40 '
04:50 midpoint
06:00
07:28
10:27
11:12 FO-9
11:19
12:12
14:38
16:07
16:53 midpoint
17:40
19:21
21:53
22:43 midpoint
23:33
01:39
03:31
03:44
ADJUSTED
DRUM+FO DRUM FO FO RATE SAMP
SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL
523.0 49.0 474.0 482.3
SWH-FO-05-02
SHH-FO-OS-02
SWH-FO-05-02
SHH-FO-05-03
SHH-FO-05-03
SHH-FO-05-03
SWH-FO-05-04
SHH-FO-05-04
SWH-FO-05-04
393.5 49.5 344.0 361.4
SWH-FO-06-01
SWR-FO-06-01
SHH-FO-06-01
SWH-FO-06-02
SWH-FO-06-02
SHH-FO-06-02
39
700
700
700
700
850
1000
900
850
700
19
1000
650
1000
700
700
700
TEMP
(F)
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
•
ML
ML
ML
54
52
50
48
46
48
46
46
52
66
64
55
54
52
50
FO FLOW
HOURS DURING
FROM COMPOSITE
TIME PERIOD CHECK
ZERO (Ibs) (Ibs)
111.
112.
114.
115.
117.
118.
119.
121.
123.
125.
126.
127.
130.
131.
131.
132
134
136
137
3
7
2
9
5 172
7
8
6
9 123
0
2
7
7 126
4
5
4
8
3 120
1
FO FLOW
DURING
COMPOSITE
PERIOD
(kg)
78
56
57
54
137 . 9
139.6
142.1 125
57
142.9
SHH-FO-06-03
SHH-FO-06-03
SWH-FO-06-03
EHD OF TEST
1000
1000
1000
ML
ML
ML
48
46
43
143.8
145.9
147.7 108
49
147.9
-------
FINE OVERSIZE (FO) — HIGH SOIL TEST
Field Measurements — Final Data
ADJUSTED
FO FLOW
HOURS DURING
FROM COMPOSITE
FO FLOW
DURING
COMPOSITE
DRUM+FO DRUM FO FO RATE SAMP TEMP TIME PERIOD CHECK PERIOD
DATE TIME DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL (F) ZERO (Ibs) (Lbs) (kg)
10/06/89 03:58 FO-10
391.0 49.5 341.5 360.5
22
148.2
O
o
O
o
FO-6 contained material collected
during operating periods not
within the scope of the
evaluation.
2276 2385
2221 2221 1007
Two Slg. Figs.
1000
CD
-------
DATE TIME
CATIOHIC POLYMER (FLOG) ~ HIGH SOIL TEST
Field H*»surenxmts -- Final D«t«
HOURS FLOC FLOW FLOC FLOW FLOC FLOW
ROIAHEIER SOL'H TOTAL FROM ESTIMATED DURING DURING DURING
•7 DENSITY RATE TIME FLOC FLOW TEST TEST TEST
(»ph) (Ibi/tal) (Ibs/hr) ZERO (Iba) (Ibs) (g.l) (liters)
o
•
o
en
o
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
23:48
01:16
03:28
05:06
06:56
11:08
12:23
12:30
13:27
15:10
18:30
20: *0
22:44
01:11
02:38
04:42
07:08
08:25
10:05
14 : 39
15:20
16:29
20:26
22:28
23:40
00:24
08:00
TIME ZERO
40.00
39.00
32.00
36.00
40.00
40.00
8.34
8.34
8.34
8.34
8.34
8.
34
334
325
267
300
334
334
Irrag. pssrf. bag ins
39.
42.
00
00
8.
8.
34
34
325
350
irreg. p«r£. end*
37.
36.
24.
36.
26.
36.
30.
32.
34.
32.
31.
30.
29.
00
00
00
00
00
00
00
00
00
00
00
00
00
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
34
34
34
34
34
34
34
34
34
34
34
34
34
309
300
200
300
217
300
250
267
284
267
259
250
242
SBR FEEDING BEGINS
27.
00
HIGH SOIL TEST
8.
34
225
BEGINS
0
1.5
3.7
5.3
7
11
12
12
13
15
IB
20
22
25
26
28
31
32
34
38
39
40
44
46
47
48
80
.1
.3
.6
.7
.7
.4
.7
.9
.9
.4
.8
.9
.3
.6
.3
.9
.5
.7
.6
.7
.9
.6
.2
489
716
436
550
1401
«17 4047 1836
347
601
1697
620
490
435
448
731
321
445
1295
182
297
988
*92 7684 3486
435
-------
CATIONIC POLYMER (FLOG) — HIGH SOIL TEST
Field Measurements — Final Data
DATE TIME
HOURS FLOG FLOW FLOG FLOW FLOG FLOW
ROTAMETER SOL'N TOTAL FROM ESTIMATED DURING DURING DURING
17 DENSITY RATE TIME FLOG FLOW TEST P ' TEST TEST
(gph) (Ibs/gal) (Ibs/hr) ZERO (Iba) (Ibs) (gal) (liters)
o
0
o
o
U^4
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
08:32
10:31
12:13
14:49
16:32
18:08
20:20
21:55
23:48
01:28
03:36
05:34
07:29
10:24
12:20
13:57
17:35
19:57
21:40
23:45
02:15
04 : 30
05:55
10:39
11:36
14:46
16:33
25
28
26
25
25
26
28
28
16
24
26
26
22
34
34
30
29
28
27
28
28
27
27
38
30
28
29
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
8
8
8
8
a
8
8
8
8
8
a
a
a
8
a
a
a
a
a
a
a
8
8
8
8
8
8
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34~
.34
.34
.34
.34
.34
209
234
217
209
209
217
234
234
133
200
217
217
183
284
284
250
242
234
225
234
234
225
225
317
250
234
242
80
82
84
87
88
90
92
94
96
97
99
101
103
106
108
110
113
116
117
120
122
124
126
130
131
135
136
.7
.7
.4
.0
.7
.3
.5
.1
.0
.7
.8
.8
.7
.6
.5
.2
.8
.2
.9
.0
.5
.7
.1
.9
.8
.0
.8
111
463
369
542
358
347
514
370
251
334
463
426
352
827
548
404
879
553
387
487
584
507
319
1500
238
739
431
-------
CATIOHIC POLYMER (FLOC) « HIGH SOIL TEST
Field M««*uren«nta — Fln»l Data
DATE
TIME
HOURS FLOC FLOW FLOC FLOW FLOC FLOH
ROTAHETER SOL'H TOTAL " FROM ESTIMATED DURING DURING DURING
•7 DEMSm RATE TIME FLOG FLOH TEST TEST TEST
(iph) Ubi/i.l) (Ibs/hr) ZERO
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Field Measurements — Final Data
o
o •
o
en
CO
DATE
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
23:48
23:51
02:10
03:44
05:32
06:26
07:20
10:00
10:25
11:55
12:30
18:30
19:15
20:06
22:08
00:32
01:23
02:15
03:35
04:05
05:49
06:49
07:50
09:48
11:48
12:53
12:53
ADJUSTED
DRUM+CO DRUM CO CO RATE SAMPLE
DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (lbs/hr) VOL
TIME ZERO
SWH-cb-01-01
SHH-CO-01-01
SWH-CO-01-01
midpoint
SHH-CO-01-02
C°-8 477.0 49.5 427.5 436.6
SHH-CO-01-02
SHH-CO-01-02
irreg. petf. begin*
Irreg. perf. ends
Cc"9 351.0 49.5 301.5 306.0
SWH-CO-01-04
SHH-CO-01-04
SWH-CO-01-04
midpoint
SHH-CO-02-01
C°-10 466.0 49.0 417.0 426.1
SWH-CO-02-01
SHH-CO-02-01
midpoint -'
SWH-CO-02-02
SUH-CO-02-02
SHH-CO-02-02
midpoint
CO-11 479.5 49.5 430.0 441.3
1000
1000
1000
1000
43
1000
1000
33
1000
1000
1000
1000
51
1000
1000
1000
1000
1000
47
TEMP
(F)
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
55
54
52
53
70
78
75
70
64
63
61
61
61
70
78
CO FLOH CO FLOH
HOURS DURING DURIHG
FROM COMPOSITE COMPOSITE
TIME PERIOD CHECK PERIOD
ZERO (Ibs) (Ibs) (kg)
0
2
3
5
6
7
10
10
12
12
18
19
20
22
24
25
26
27
28
30,
31,
32,
34.
36.
37.
37.
0
.1
.4
.9
.7 285
.6
.5
.2
.6
. 1 236
.7
.7
.5
.3
.3
.7 339
.6
.5
.8
.3
. 0 266
.0
.0
0
0 288
1
1
129
107
154
121
130
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o
o
en
^
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
v. - 10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
TIKE DRUM ID
13:56
16:00
17:49
18:54 midpoint
20:00
22:14
23:38
23:40
00:45 CO-12-
03:47
05:35 CO-14
08:00
10:01
11:16 CO-15
11:57
14:35
15:27 midpoint
16:15 CO-16
16:19
17:43
20:04
21:10 midpoint
21:10 CO-17
22:15
23:08
01:54 CO-18
01:56
ADJUSTED
DRUM+CO DRUM CO CO RATE SAMPLE
SAMPLE ID (Iba) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL
SWH-CO-02-03
SWB-CO-02-03
SHH-CO-02-03
SHH-CO-02-04
SWH-CO-02-04
SHH-CO-02-04
SBR FEEDING BEGINS
482.5 49.0 433.5 447.1
220.5 49.5 171.0 171.0
HIGH SOIL TEST RESUMES
SUH-CO-04-01
454.0 49.0 405.0 407.3
SWH-CO-04-01
SUH-CO-04-01
429.0 49.5 379.5 384.0
SHH-CO-04-02
SHH-CO-04-02
SWH-CO-04-02
447.5 49.5 398.0 404.8
SHH-CO-04-03
SHH-CO-04-03
452.0 49.5 402.5 407.0
SWH-CO-04-03
1000
1000
1000
1000
1000
1000
38
95
CO FLOW
HOURS DURING
FROM COMPOSITE
TEMP TIME PERIOD CHECK
(F) ZERO (Ibs) (Ibs)
ML
ML
ML
ML
ML
ML
85
90
82
20
54
50
. -
38.
40.
42.
43.
44.
46.
47.
47.
49.
76.
1
2
0 227
1
2
4
8 179
9
0
0
CO FLOW
DURIHG
COMPOSITE
PERIOD
(kg)
103
81
77.8
80.2
1000
72
1000
1000
77
1000
1000
ML
37
82.2
83.5
ML
ML
ML
ML
1000 ML
82
1000 ML
1000 ML
86
1000 ML
55
46
50
48
43
37
39
34
84
86
87
88
88
89
92
93
93
94
95
93
.2
.8 556
.7
.5
.5
.9
.3 466
.4
.4
.5
.3
.1
98.1 482
252
212
219
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o
o
01
OT
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
'*"*' "rf* *"
TIME
02:51
03:46
06:02
07:36
07:45
08:50
10:04
11:59
12:35
13:35
15:44
17:53
18:20
19:53
21:30
22:35
23:05
23:41
01:26
03:40
04:51
06:02
07:26
07:31
10:12
11:03
•
11 :55
CO FLOW CO FLOW
HOURS DURING DURING
ADJUSTED FROM COMPOSITE COMPOSITE
DRUM+CODRUM CO CO RATE SAMPLE TEMP TIME PERIOD CHECK PERIOD
DRUM ID SAMPLE ID (Ibs) (Ibs) (Ibs) (Ibs) (Ibs/hr) VOL (F) ZERO (Ibs) (Ibs) (kg)
midpoint
CO-19
midpoint
CO-20
midpoint
CO-21
midpoint
CO- 22
midpoint
CO-23
midpoint
SWH-CO-04-04
SWH-CO-04-04
SWH-CO-04-04
502.5 49.5 453.0 462.1
SHH-CO-05-01
SWH-CO-05-01
460.0 49.5 410.5 415.0
SWH-CO-05-01
SWH-CO-05-02
473.0 49.5 423.5 428.0
SWH-CO-05-02
SWH-CO-05-02
374.5 49.5 325.0 329.5
SWH-CO-05-03
SWH-CO-05-03
SWH-CO-05-03
SWH-CO-05-04 - •• --
SWH-CO-05-04
602.0 49.5 552.5 563.8
SWH-CO-05-04
SWH-CO-06-01-
1000
1000
1000
79
1000
1000
86
1000
1000
74
1000
1000
69
1000
1000
1000
" 1000
1000
67
1000
1000
ML
ML
ML
ML
ML
ML
ML
ML
ML
-
ML
ML
ML
ML
ML
ML
ML
28
28
30
46
63
59
54
52
50
48
46
48
46
46
52
66
99
100
• 102
103
104
105
106
108
108
109
.1
.0
.2
.8 480
.0
.0
.3
.2
.8
.8 557
218
252
111.9
114.1
114.5
116.1
117.7 489
118, "
119.
119.
121.
123.
125.
126.
127.
127.
130.
131.
132.
8
,3
,9
6
9 420
1
2
6
7
4 399
3
1
222
190
181
-------
COARSE OVERSIZE (CO) -- HIGH SOIL TEST
Fl«ld Measurements — Final Data
0
o
o
en
en
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/39
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
CO FLOW CO FLOW
HOURS DURING DURING
ADJUSTED FROM COMPOSITE COMPOSITE
DRUM+CO DRUM CO CO RATE SAMPLE TEMP TIME PERIOD CHECK PERIOD
TIME DRUM ID SAMPLE ID (Ibs) (lb«) (Ibs) (Ibs) (Ibj/hr) VOL (F) ZERO (Ibs) (Iba) (kg)
14:22 CO-24 471.0 49.5 421.5 426.0
14:30 SWH-CO-06-01
15:51 SWH-CO-06-01
16:49 midpoint
17:47 SWH-CO-06-02 TEMP
17:48 CO-25 466.0 49.5 416.5 423.3
19:26 SHH-CO-06-02
21:43 SWH-CO-06-02
22:43 midpoint
23:39 SWH-CO-06-03
01:42 SWH-CO-06-03
02:46 CO-26 560.0 49.5 510.5 519.6
03:39 SWH-CO-06-03
03:44 TIME ZERO
04:03 CO-27 163.5 49.5 114.0 116.3
62 134.
1000 ML 66 134.
1000 ML 55 136.
137.
1000 ML 54 138.
123 138.
1000 ML 52 139.
1000 ML 59 142.
142.
1000 ML 48 143.
1000 ML 46 145.
58 147.
1000 ML 43 147.
147.
91 148.
6
7
1 508 230
0
0
0
6
0 407 184
9
9
9
0
9 322 146
9
3
7393
7515
6905 6905
3132
Two Sl( Figs
3100
-------
COMBIHED DEHATERING EFFLUENT (CDE) - HIGH SOIL TEST
Field Measurements -- Final Data
DATE TIME TAMC HO SAMPLE ID
000057
09/29/89 23:48
09/30/89 01:17 »1
09/30/89 02:03
09/30/89 03:31 |1
SWH-CDE-01-01
09/30/89 03:42 SWH-CDE-01-01
09/30/89 05:11 »1
09/30/89 05:15 SWH-CDE-01-01
09/30/89 06:15 midpoint
09/30/89 06:59 fl
09/30/89 07:16 SWH-CDE-01-02
09/30/89 09:35 »1
09/30/89 09:58 »1
09/30/89 10:39
. 09/30/89 10:48 11
09/30/89 10:48 12
09/30/89 11:58
09/30/89 12:25 »2
09/30/89 12:30 system
09'/30/89 15:05 12
09/30/89 16:36 12
09/30/89 18:30 system
09/30/89 18:51 |2
09/30/89 20:00
09/30/89 20:44 |2
09/30/89 21:50
09/30/89 23:59
SWH-CDE-01-02
SWH-CDE-01-02
Irreg. begins
Irreg. ends
SWH-CDE-01-04
SWH-CDE-01-04
SWH-CDE-01-04
TANK ADJUSTED TANK
HEIGHT HEIGHT VOLUME
(ft) (ft) (gal)
TIME ZERO
3.219 3.198 2947
3.677 3.656 3516
4.063 4.042 4000
4.510 4.490 4562
5.104 5.083 5292
5.146 5.125 5343
5.281 5.260 5505
1-167 1.151 699
1-573 1.557 1081
2.188 2.172 1733
2.500 2.484 2090
2.979 2.964 2660
3.281 3.266 3030
CDE FLOW
HOURS DURING
FROM COMPOSITE
CDE RATE TIME TEMP PERIOD
(gpm) (Ibs/hr) ZERO (F) (gal)
CHECK
CDE FLOW
DURING
COMPOSITE
PERIOD
(g«D (liters)
4.25
4.84
5.20
4.68
2.19
3.25
3.94
4.07
.3.92
4.22
3.28
0
1.5
2.3
2127 3.7
3.9
2421 5.4
5.5
6.5
2601 7.2
7.5
2344 9.8
1095 10.2
10.9
1626 11.0
11.0
12.2
1972 12.6
12.7
2038 15.3
1961 16.8
18.7
2114 19.1
20.2
1639 20.9
22.0
24.2
55
54
52
53
70
77
75
/ V
64
1767
6689
1572
2937
402
5949
1511
5718
-------
COMBINED DEWATERING EFFLUEHT (CDE) ~ HIGH SOIL TEST
Field Measurements — Final Data
000058
* ..
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
01:04
01:15
02:10
02:37
03:57
04:43
05:53
06:55
07:09
07:58
08:22
09:43
10:08
10:40
12:21
13:15
13:15
14:02
15:17
15:41
17:21
17:42
18:54
19:27
20:06
22:00
TANK NO SAMPLE ID
midpoint
12
SWH-CDE-02-01
12
SWH-CDE-02-01
f2
SWH-CDE-02-01
midpoint
12
SWH-CDE-02-02
12
SWH-CDE-02-02
12
SWH-CDE-02-02
midpoint
12
fl
SWH-CDE-02-03
fl
SWH-CDE-02-03
TANK
HEIGHT
(ft)
4.
4.
4.
5.
5.
5.
156
396
833
323
583
927
ADJUSTED
HEIGHT
(ft)
4.141
4.380
4.818
5.307
5.568
5.911
TANK
VOLUME
(gal)
4125
4425
4968
5561
5866
6255
CDE FLOW CDE FLOW
HOURS DURING DURING
FROM COMPOSITE COMPOSITE
CDE RATE TIME TEMP PERIOD. CHECK PERIOD
(gpm) (Ibs/hr) ZERO (F) (gal) (gal) (liters)
25.
4.04 2021 25.
26.
3.66 1833 26.
28.
4.31 2158 28.
30.
31 .
4.06 2032 31.
32.
4.18 2093 32.
33.
3.67 1835 34.
34.
3
5
4 63
8
2 61
9
1 61 1424 5390
1, _. ,. ________ , . _____
4
2 61
6
9 70
3
9 78 1290 4883
36.6
6.
1.
667
521
6.651
1.500
7016
1025
4.07 2036 37.5 '4445
37.5
38.2 85
1.
906
1.885
1420
3.24 1621 39.5
39.9 90
fl 2.333
SWH-CDE-02-03
midpoint
#1
SWn-CDE-02-04
fl
2.312
1892
3.81 1904 41.6
41.9 82 1446 5472
43.1
2.750
3.219
2.729
3.198
2378
2947
3.86 1931 43.7
44.
> 3 63
3.72 1860 46.2
-------
COMBINED DEHATERIHG EFFLUENT (CDE) — HIGH SOIL TEST
Field Measurements — Final Data
CDE FLOW
, HOURS DURING
TANK ADJUSTED TANK ' FROM COMPOSITE
HE^HI HEIGHT VOLUME — -CDE RATE-— TIME TEMP PERIOD CHECK
DATE TIME TANK NO SAMPLE ID (ft, (ft) (g.l, (gpm, {lbs/hr) ZERO (p) (R^ ^
O
O,
'
o
o
CO
10/01/89 22:21
10/01/89 23:32
10/01/89 23:40
10/02/89 00:22 »1
10/03/89 07:31 12
10/03/89 08:00
10/03/89 10:08
10/03/89 10:25 12
10/03/89 11:51
10/03/89 12:15 12
10/03/89 14:31
10/03/89 14:50 12
CDE FLOW
DURING
COMPOSITE
PERIOD
SWH-CDE-02-04 46.6 54
SWH-CDE-02-04 47 7 50 1
SBR FEEDING PERIOD BEGINS 47.9 229fi
3.646 3.625 3477 3.74 1870 48.6
2.490 2.474 2078 79.7
RESUME HIGH SOIL TEST 80.2
SWH-CDE-04-01 __ _
3.000
SWH-CDE-04-01
3.302
SWH-CDE-04-01
3.760
10/03/89 15:21 midpoint
10/03/89 16:12
10/03/89 17:39
10/03/89 19:26 12
10/03/89 20:05
SWH-CDE-04-02
SWH-CDE-04-02
4.500
SWH-CDE-04-02
10/03/89 21:11 midpoint
-
10/03/89 21:30 12
10/03/89 22:17
10/03/89 22:52 12
10/03/89 23:07
10/03/89 23:39 12
10/04/89 01:29 12
10/04/89 01:52
4.823
SWH-CDE-04-03
5.042
SWH-CDE-04-03
5.167
5.458
SWH-CDE-04-03
10/04/89 02:55 midpoint
BZ.J 37
2.984 2685 3.49 1748 82.6
84.1 55
3.286 3056 3.37 1686 84.5
86.7 46 1554
3.745 3627 3.69 1845 87.0
87.6
88.4 50
89.9 48
*.*84 4555 3.36 1682 91.6
92.3 43 1161
93.4
*.807 4955 3.23 1616 93.7
94.5 , 37
5.026 5223 3.26 1633 95.1
95.3 39
5.151 5374 3.22 1609 95.9
5.443 5721 3.15 1577 97.7
98.1 34 1113
99.1
5883
4394
4249 •
-------
COMBINED DEWATERING EFFLOEHT (CDE) ~ HIGH SOIL TEST
Field Measurements — Final Data
CDE FLOW CDE FLOW
HOURS DURING DURING
"TANK ADJUSTED TANK FROM COMPOSITE COMPOSITE
HEIGHT HEIGHT VOLUME CDE RATE TIME TEMP PERIOD CHECK PERIOD
DATE TIME TANK HO SAMPLE ID (ft) (ft) (gal) (gpm) (Ibs/hr) ZERO (F) (gal) (gal) (liters)
10/04/89 03:34 92 5.833 5.818
10/04/89 03:58 SWH-CDE-04-04
10/04/89 05:29 f2 6.188 6.172
10/04/89 06:00 SWH-CDE-04-04
10/04/89 07:30 f2 6.604 6.589
10/04/89 07:45 SWH-CDE-04-04
O 10/04/89 08:56 midpoint
^ 10/04/89 09:33 fl 1.563 1-.542
5 10/04/89 10:08 SWfl-CDE-05-01
("5
^ 10/04/89 10:28 fl 1.698 1.677
,-^ 10/04/89 12:12 SWH-CDE-05-01
~~" 10/04/89 12:24 fl 2.000 1.979
10/04/89 13:40 SHH-CDE-05-01
10/04/89 14:04 fl 2.260 2.240
10/04/89 15:51 midpoint
10/04/89 17:36 fl 2.615 2.594
10/04/89 18:02 SWH-CDE-05-02
10/04/89 19:38 fl 2.885 2.865
10/04/89 19:47
10/04/89 21:25 fl
10/04/89 21:26
SWH-CDE-05-02
3.156 3.135
SWH-CDE-05-02
10/04/89 22:31 midpoint
10/04/89 23:37
10/04/89 23:50 11
10/05/88 01:25
10/05/89 01:45 fl
SWH-CDE-05-03
3.531 3.510
SWH-CDE-05-03
3.813 3.792
6151 3.44 1722 99.8
100.2 28'
6536 3.35 1678 101.7
102.2 28
6957 3.47 1738 103.7
104.0 30 1241 4696
105.1 5078
1066— .--..-- 105.8 - - -- -
106.3 46
1202 2.48 1241 106.7
108.4 61
1521 2.75 1374 108.6
109.9 59 1040 3937
1809 2.88 1443 110.3
112.0
2218 1.93 964 113.8
114.2 54
2540 2.64 1323 115.8
' 11$. 0 52'
2870 3.08 1541 117.6
117.6 50 1067 4040
118.7
119.8 48
3334 3.20 1602 120.0
121.6 46
3686 3.06 1532 122.0
-------
COMBINED DEHATERING EFFLUENT (CDE) — HIGH SOIL TEST
Field Measurements — Final Data
o
o
o
o
-------
COMBINED DEWATERING EFFLUENT (CDE) ~ HIGH SOIL JEST
Field Measurements — Final Data
O.,
o
O
05
(0'
DATE TIME TANK HO SAMPLE ID
10/06/89 01:29 12
10/06/89 01:45 SWH-CDE-06-03
10/06/89 03:28 12
10/06/89 03:42 SHH-CDE-06-03
10/06/89 03:44
10/06/89 05:22 *2
HOURS
TAHK ADJUSTED TANK FROM
HEIGHT HEIGHT VOLUME CDE RATE TIME TEMP
(ft) (ft) (gal) (gp«) (Ibs/hr) ZERO (F)
2.792 2.776 2434 2.42 1213 145.7
146.0 46
3.031 3.016 2723 2.43 1217 147.7
147.9 43
END OF TEST" 147.9
3.229 3.214 2966 2.13 1065 149.6
CDE FLOW CDE FLOW
DURING DURING
COMPOSITE COMPOSITE
PERIOD CHECK PERIOD
(gal) (gal) (liters)
699 2647
1712
. 21742 21742 -82295
Two Slg. Figs. 82000
-------
ATS TREATED RECYCLE HATER (ATW) — HIGH
Field Measurements — Final Data
SOIL TEST
o
o
o
o
05
^
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
TANK NO. SAMPLE ID
23:48
01:17 14
02:08
03:31
05:11
05:28
05:45
05:45
06:59
09:35
09:58
10:23
10:47
12:25
12:30
15:05
16:36
18:30
18:51
20:08
20:44
22:13
00:07
01:15
01:22
02:37
04:12
SWH-ATW-01-01
14
*4
SWH-ATW-01-01
*4
13
13
43
13
SWH-ATW-01-01
13
13
system irreg. begin
13
13
system irreg. end
#3
SWH-ATW-01-02
13
- .SWH-ATW-01-02
SWH-ATW-01-02
13
midpoint
#3
SUU-»TU_m_ni
TANK
HEIGHT
(ft)
4.406
4
3
3
7
7
6
6
6
6
-
5
5
5
4
.000
.698
.625
.583
.229
.615
.583
.427
.125
.656
.417
.052
.708
3.948
3.708
ADJ
HEIGHT
(ft)
ATW FLOW ATW FLOW
HOURS DURING DURING
TANK , FROM COMPOSITE COMPOSITE
VOLUME ATW RATE TIME TEMP PERIOD CHECK PERIOD
(««!> (gpm) (Ibs/hr) ZERO (F) (g.l) (gal, (Ut«r»)
TIME ZERO
4.401 4451
3.995
3.693
3.620
7.344
6.990
6.375
6.344
6.187
5.885
5.417
5.177
4.812
4.469
3.708
3.469
3941
3562
3471
7589
7317
6746
6715
6553
6226
5690
5405
4962
4536
. _ _ .. _
3582
3282
3
3
2
3
3
1
3
3
3
3
3
3,
3.
3.
.80
.79
.69
.67
.66
.38
.30
.33
.35
.13
.29
.77
52
65
1903
1898
1344
1834
1832
691
1652
1668
1677
1566
1644
1888
1761
1827
0
1.5
2.3 55
3.7
5.4
5.7 52
6.0 1319
6.0
7.2
9.8
10.2
10.6 68 2698 10211
11.0
12.6
12.7 1379
15.3
16.8
18.7
19.1
20 . 3 75
20.9
22.4 70 -
24.3 64 1475 5582
25.5
25.6
26.8
28.4 61
-------
000064
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
ID/ 03/8y
10/03/89
TIME
04:43
07:09
07:55
08:22
10:08
11:47
13:15
13:49
15tl7
13:32
17:21
19:27
20:04
22:00
23:40
23:40
00:22
07:33
08:00
10:25
11:54
12:13
14:50
16:11
16:36
19; 26
20:13
ATS TREATED RECVCLE WATER (ATW) -- HIGH SOIL TEST
Field Measurements — Final Data
ATW FLOW ATW FLOW
HOURS DURING DURING
TANK ADJ TANK FROM COMPOSITE COMPOSITE
HEIGHT HEIGHT VOLUME ATW RATE TIME TEMP PERIOD CHECK PERIOD
TANK NO. SAMPLE ID (ft) (ft) (gal) (gpm) (Ibs/hr) ZERO (F) (gal) (jal) (llt.rs)
13
«4
SWH-ATW-02-01
14
*4
SWH-ATW-02-01
»4
midpoint
14- -- -
SWH-ATW-02-02
14
14
SWH-ATW-02-02
14
SWH-ATW-02-02
14
94
3.323
6.500
6.240
5.906
5.333
4.990
4.667
4.333
3.938
3.594
5.354
3.083
6.495
6.234
5.901
5.328
4 .984
4.661
4.328
3.932
SBR FEEDING
3.589
5.349
2806 3.78 1891
6866
6602 3.61 1809
6244 3.38 1692
5586 3.52 1761
5172 ~^:39 1696
4775 3.20 1602
4360 3.30 1650
*
3863 3.25 1625
PERIOD BEGINS
3432 3.04 1519
5610
RESUME HIGH SOIL TEST ,
£4
SWH-ATW-04-01
«4
14
SWH-ATW-04-01
' «4
#4
SWH-ATW-04-01
4.927
4.635
4.219
3.979
3.531
4.922
4.630
4.214
3.974
3.526
5096 2.99 14)96
4737 3.27 1635
4216 3.36 1680
3915 2.84 1421
3354 3.30 1653
28.9 2225
31.4
32.1 61
32.6
34.3
36.0 79 2675 10124
37.5
38.0
39.5 -
40.1 90
41.6
43.7
44.3 68
46.2 3834
47.9
47.9 50 1910 7228
48.6
79.8
80.2
32.6
84.1 55
84.5
87.0
88. 4 50
88.8
91.6 2586
92.4 43 2623 9928
-------
DATE TIME TANK NO. SAMPLE ID
ATS TREATED RECYCLE WATER (ATM) -- HIGH SOIL TEST
Field Measurements -- Final Data
ATM FLOW
HOURS DURING
TANK ADJ TANK FROM COMPOSITE
HEIGHT HEIGHT VOLUME —- ATW RATE TIME TEMP PERIOD CHECK
(ft) (ft) (gal) (gpnl) (lbs/hr) ZERO (F) (g«f) (8al)
ATW FLOW
DURING
COMPOSITE
PERIOD
(liters)
o
o
o
o
cr>
en
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
- 10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
21:30 13
7.750
7.510
7697
at -i
21:42 midpoint
22:52
23:12
23:39
01:30
03:35
03:48
05:30
07:31
07:36
09:33
09:46
10:28
11:57
12:24
14:04
17:36
17:57
19:38
21:25
21:28
23:30
23:50
01:32
01:48
03:35
*3
SWH-ATW-04-02
13
13
13
SWH-ATW-04-02
13
13
SWH-ATW-04-02
13
midpoint
13
SWH-ATW-05-01
13
03
13
SWH-ATW-05-01
13
»4_
SWH-ATW-05-01
midpoint
#4
SWH-ATW-05-02
*4
14
7.396
7.229
6.875
6.500
6.167
5.844
5.510
5.396
5.135
4.906
4.542
4.292
6.917
6.510
6.208
5.958
7.156
6.990
6.635
6.260
5.927
5.604
5.271
5.156
4.896
4.667
4.302
4.052
6.911
6.505
6.203
5.953
7451
7317
7001
6629
6272
5908
5518
5380
5064
4782
4327
4013
7251
6876
6569
6301
2.99
2.85
2.85
2.98
3.10
3.01
3.20
2.49
2.73
2.82
2.14
2.57
1496
1427
1425
1491
1552
1505
1603
1248
1364
1413
1073
1287
• '
93.9
95.1
95.4
95 Q
97
99
100
101
103
103
105
.7
.8
.7
.7
.8
.8
106.0
106.7
108.2
108.6
110.3
113.8
114.2
115.8
11 / .0
2.59
2.6Q
2.51
1295
i on-i
1255
117.
119.
120.
121.
•t *ir*
*.£.£. .
123.
7
7
0
7
u
8
39
28
30
63
54
SO
46
2175
8234
3683
2071
7838
-------
990000
DATE
10/05/89
10/05/89
10/05/89
10/05/89
' 10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
ATS TREATED RECYCLE HATER (ATW) — HIGH SOIL TEST
Plaid Measurements — Final Data
ATM FLOW ATW FLOW
HOURS DURING DURING
TANK ADJ TANK FROM COMPOSITE COHFOSITE
HEIGHT HEIGHT VOLUME ATW RATE TIME TEMP PERIOD CHECK PERIOD
TIME TAHK HO. SAMPLE ID (ft) (ft) (gal) (spa) (Ibs/hr) ZERO (F) (gal) (gal) (Uteri)
05:38 *4
06:06 SWH-ATW-05-02
07:39 *4
10:05 SWH-ATH-05-02
10:45 #4
12:19 midpoint
14:3* SBH-AT8-06-01
14:50 f4
15:20 14
16:34 »3
17:28 13
17:40 SHH-ATW-06-01
19:34 13
21:26 #3
21:48 SHH-ATW-06-01
23:27 13
23:43 midpoint
01:30 13
01:39 SUH-ATW-06-02
03:29 13
03:34 SHH-ATVJ-06-02
03:44
05:22 #3
5.719, 5.714 6033
5.479 5.474 5757
5.208 5.203 5437
4.708 4.703 4827
4.604 4.599 4698
7.323 7.083 7394
7.208 6.969 7300
6.875 6.635 7001
6.625 6.385 6757
6.417 6.177 6542
6.146 5.906 6249
5.906 5.667 5980
EHD OF TEST
5.771 5.531 5824
2.18 1088 125.8
126.3 46
2.28 1142 127.9
130.3 52 1726 6534
1.72 863 131.0
132.5
134.8 64
2.49 1245 135.0
4.30 2154 135.5 2830
136.8
1.74 872 137.7
137.9 54
2.37 1186 139.8
2.18 1092 141.6
142.0 SO 1524 5769
1.78 889 143.7
143.9
2.38 1190 145.7
145.9 46
2.26 1132 147.7
147.8 43 557 2107
147.9 1577
1.38 691 149.6
19433 19433 73554
Two Slg. Figs.
74000
-------
RAW FIELD MEASUREMENTS
67
-------
FIELD MEASUREHEHT LOG
HASHED SOIL (MS) — LOW SOIL TEST
o _ . .
o
o
o
05
on
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/39
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
UKim + MS DF
TIME DRUM ID (Iba)
tUM TARE VI
(Ibs)
ISHED SOIL RATE HOURS FROM
(Ibs) (Ibs/hr) TIME ZERO
12:37 TIME ZERO
14:05
15:05 WS-1
16:26 HS-2
17:26 HS-3
18:35 HS-4
19:54 WS-1
21:00 HS-2
22:10 HS-3
23:30 HS-4
00:45 WS-1
01:47 HS-3 T
02:51 WS-1
03:58 WS-3
05:08 WS-1
06:17 WS-3
07:33 WS-1
08:38 WS-3
09:44 WS-5
11:03 WS-3
12:16 WS-5
13:34 WS-6
14:45 WS-5
15:56 WS-6
17:11 WS-5
18:15 WS-6
19:32 WS-5
20:46 WS-7
22:00 WS-5
593.5
869.5
790.5
773.0
760.0
767.0
797.0
883.5
775.0
728.5
739.0
BROKEN SCALE —
769.5
791.5
855.0
754.0
788.5
884.0
910.5
899.5
856.5
872.5
765.0
789.5
845.5
826.5
812.0
49.0
49.0
49.5
49.0
53.0
56.5
53.5
54.5
53.5
53.5
54.5
INACCURATE
54.0
56.5
53.0
50.0
49.5
68.0
54.5
49.5
62.0 '
58.0
54.5
62.0
66.0
49.5
52.0
544.5
820. 5
741.0
724.0
707.0
710.5
743.5
829.0
721.5 .
675.0
684.5
DATA
715.5
735.0
802.0
704.0
739.0
816.0
856.0
850.0
794.5
814.5
710.5
727.5
779.5
777.0
760.0
544
608
741
630
537
646
637
622
577
653
642
613
639
633
650
672
620
704
654
671
688
568
682
607
630
616
0
1.5
2C
. J
30
. O
4 .8
6n
. u
77
. j •
8 A
. ^
9£
. o
in Q
AU . y
12.1
13.2
14.2
11 1
J. J . J
16.5 '
17.7
18.9
20.0
21.1
22.4
y\ c
f,j , O
24.9
26.1
f\f
-------
FIELD MEASUREMENT LOG
WASHED SOIL (US) — LOW SOIL TEST
O
O
O
O
cr>
CD
DATE
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
uKun f MS ul
TIME DRUM ID (Ibs)
23:20 WS-7
00:37 WS-5
02:19 WS-8
03:58 WS-S
05:45 WS-8
07:30 WS-5
09:27 WS-8
11:51 WS-5
13:30 WS-9
15:07
15:31 WS-10
810.0
783.0
840.0
811.0
785.0
826.0
834.5
843.0
766.0
END OF TEST
815.0
IUM TARE WA
(Ibs)
52.0
57.0
49.5
57.0
57.0
61.0
54.0
53.5
49.5
49.0
SHED SOIL RATE HOURS FROM
(Ibs) (Ibs/hr) TIME ZERO
758.0
726.0
790.5
754.0
728.0
765.0
780.5
789.5
716.5
766.0
568
566
465
457
408
437
400
329
434
380
34.7
36.0
37.7
39.3
41.1
42.9
44.8
47.2
48.9
50.5
50.9
-------
FIELD MEASUREMENT LOG
MUNICIPAL HATER (MW) ~ LOW SOIL TEST
000070
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME
12:37
15:28
17:01
19:24
21:25
23:05
01:14
02:01
03:10
04:00
05:13
06:04
07:06
08:00
10:05
11:12
13:51
15:53
17:04
18:43
20:48
23:18
00:27
02:31
04:20
07:01
11:29
12:30
11
12
nuiuncii:
13
,tt KCAiixni>& igprnj---- •-
14 15 16
tiliMAIt Of
HOURS FROM WATER FED TO
TOTAL (Ibs/hr) TIME ZERO SYSTEM (Ibi)
TIME ZERO
1.20
1.20
1.20
1.20
1.25
1.25
1.25
1.28
1.29
1.28
1.25
1.27
1.21
1.20
1.20
1.20
1.10
1.20
1.20
1.35
1.15
1.20
1.20
1.20
1.25
1.20
1.20
1.00
1.15
1.01
1.05
1.15
1.08
1.10
1.10
1.10
1.10
1.09
1.08
1.08
1.05
1.10
1.00
1.00
1.05
1.05
1.10
1.05
1.08
1.08
1.05
1.08
1.16
1.15
1.00
0.40
0.80
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.72
0.60
0.60
0.75
0.85
0.00
0.55
0.55
0.00
0.66
0.58
2.70
2.20
2.20
2.50
2.60
2.25
2.25
2.17
2.10
2.22
2.22
2.00
2.00
2.00
1.90
1.80
1.60
1.60
1.60
0.00
2.00
1.20
1.60
1.30
2.00
0.00
0.00
0.70
0.75
0.75
0.75
0.75
0.78
0.80
0.80
0.80
0.78
0.78
0.78
0.79
0.75
0.78
0.74
0.70
0.72
0.75
0.75
0.70
0.78
0.75
0.79
0.57
0.58
0.58
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.60
5.70
5.96
6.25
5.75
5.36
5.40
5.35
5.29
5.38
5.34
5.13
5.08
5.00
4.98
4.74
5.12
5.17
5.20
3.95
5.75
4.26
5.18
4.89
4.90
3.60
3.51
3303
2852
2982
3128
2877
2682
2702
2677
2647
2692
2672
2567
2542
2502
2492
2372
2562
2587
2602
1977
2877
2132
2592
2447
2452
1801
1756
0
2.8
4.4
6.8
8.8
10.5
12.6
13.4
14.5
15.4
16.6
17.4
18.5
19.4
21.5
22.6
25.2
27.3
28.4
30.1
32.2
34.7
35.8
37.9
39.7
42.4
46.9
47.9
9413
4421
7108
6307
4795
5767
2117
3079
2206
3275
2271
2653
2288
5212
2783
6286
5209
3061
4293
4118
7193
2451
5357
4445
6579
8046
1786
-------
o
o
o
o
FIELD MEASUREMENT LOG
MUNICIPAL WATER (MH) — LOW SOIL TEST
DATE
TIME
-ROTOMETER READINGS (gpra)
#1
12
»3
ESTIMATE OF
HOURS FROM WATER FED TO
15 16 TOTAL (Iba/hr) TIME ZERO SYSTEM (Ibs)
09/27/89
09/27/89
15:07
15:29
1.15 0.95
END OF TEST
1.18 0.00 0.55
0.00 3.83
1917
50.5
50.9
5718
-------
FIELD MEASUREMENT LOG
FEED SOIL (FS) — LOU SOIL TEST
DATE
TIME
SAMPLE ID
HOURS
FS FROM
TOTAL RATE TIME TEMP
(Ibs) (Ibs/hr) ZERO (F)
o
o
o
0
to
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
* 09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
12:37
15:05 SWL-FS-01-01
15:28
16:37 SWL-FS-01-01
17:00
18:31 SWL-FS-01-01
19:22
21:04 SWL-FS-01-02
21:2*
22:50 SWL-FS-01-02
"23:03
00:37 SWL-FS-01-02
01:12
02:00
02:30 SHL-FS-01-03
03:10
04:00
04:34 SHL-FS-01-03
05:13
06:04
06:25 SWL-FS-01-03
07:06
08:00
09:00 SWL-FS-01-04
10:03
10:27 SUL-FS-01-04
11:12
TIME
535
1563
2943
4128
5103
6269
6808
7481
7947
8682
9166
9814
10341
11560
12224
ZERO
670
583
583
591
542
674
577
559
604
569
627
586
595
577
0
2.5
2.8
4.0
4.4
5.9
6.8
8.4
8.8
10.2
10.4
12.0
12.6
13.4
13.9
14.5
15.4
15.9
16.6
17.4
17.8
18.5
19.4
20.4
21.4
21.8
22.6
70
60
36
36
35
34
33
33
50
50
-------
FIELD MEASUREMENT LOG
FEED SOIL (FS) ~ LOW SOIL TEST
DATE
TIME
SAMPLE ID
HOURS
FS FROM
TOTAL RATE TIME TEMP
(Ibs) (Ibs/hr) ZERO (F)
o
o
o
0
CO
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/8?
13:37
13:50
15:14
15:52
16:32
17:03
18:15
18:42
20:46
21:16
22:44
23:17
00:26
01:38
02:30
02:45
04:20
04:32
06:43
07:00
10:31
10:42
11:23
12:03
12:30
15:00
15:07
SHL-FS-01-04
SWL-FS-02-01
SWL-FS-02-01
SWL-FS-02-01
SWL-FS-02-02
SWL-FS-02-02
SWL-FS-02-02
SWL-FS-02-03
SWL-FS-02-03
SWL-FS-02-03
SWL-FS-02-04
SWL-FS-02-04
SWL-FS-02-04
13678
14878
15470
16315
17459
18687
19174
19847
20399
21209
22171
22404
22700
END OF
552
590
500
512
554
488
423
326
301
304
274
269
265
TEST
25
25
26
27
27
28
29
30
32
32
34
34
35
37
37
38
39
39
42
42
45
46
46
47
47
50
50
.0
.2
.6
.2
.9
.4
.6
.1
.2
.6
.1
.7
.8
.0
.9
.1
.7
.9
.1
.4
.9
.1
.8
.4
.9
.4
.5
62
62
64 ,
41
50
49
46
48
46
36
52
66
74
-------
FIELD HEASUREMEHI LOG
FEED SOIL (FS) — LOW SOIL TEST
HOURS
DATE TIME TOTAL RATE TIME TEMP
SAMPLE ID (Ibs) (Ibs/hr) ZERO (F)
09/27/89 15:28
23*22 243 50.8
O
O
O
O
-------
FIELD MEASUREMENT LOG
FINE PARTICLE CAKE (FPC) -- LOW SOIL TEST
FINE PARTICLE
o
o
o
o
DATE
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
DRUM + FPC DRUM TARE
TIME DRUM ID (Ibs) (Ibs)
12:37
15:43 FPC-1
23:15 FPC-2 *
02:44 FPC-3
05:45 FPC-4
08:32 FPC-S
11:45 FPC-6
15:23 FPC-7
19:03 FPC-8
22:25 FPC-9
03:23 FPC-10
08:47 FPC-11
14:37 FPC-12
15:07
TIME ZERO
MISSING DATA
474.5 :
441.0
477.0
491.0
504.5
547.0
492.0
516.0
534.0
534.0
490.5
49.0
49.5
50.0
49.5
49.0
49.5
49.5
49.5
49.5
49.5
49.5
CAKE RATE HOURS FROM
(Ibs) (Ibs/hr) TIME ZERO
425.5
391.5
427.0
441.5
455.5
497.5
442.5
466.5
484.5
484.5
441.0
0
56
112
142
159
142
137
121
139
98
90
76
0
3.1
10.6
14.1
17.1
19.9
23.1
26.8
30.4
33.8
38.8
44.2
50.0
50.5
O1
* St«rt-of-collectlon tine la estimated
-------
O1
o
O
o
-------
CATIOHIC POLYMER (FLOG) — LOW SOIL TEST
DATE
TIME
ROTAMETER FLOG TOTAL
«7 DENSITY RATE
(gph) (Ibs/gal) Ubs/hr)
HOURS FLOC FLOW FLOC FLOW FLOG FLOW
FROM ESTIMATED DURING DURING DURING
TIME FLOC FLOW TEST TEST TEST
ZERO
-------
FIELD MEASUREMENT LOG
CATIOHIC POLYMER (FLOC) -- LOH SOIL TEST
HOURS *LOC FLOH FLOC FL°U FL°°
HOTTER W ™. FRO* ESTIMATED OURIHO DURING OURIHO
,7 DEHSITY RATE TIME FLOC FLOH TEST TEST TEST
DATE ___ _
""^ 45.00 8.3* 375 479 382
09/27/89 15-.07 END OF TEST 50.5
™" «.«, B.3, 375 50.9 U20
O
o
O
o
-vl
-------
COARSE OVERSIZE (CO) — LOW SOIL TEST
O
O
O
O
db.) (lb./te) TIME ZERO
CO-1
CO-1
CO-2
CO-3
CO-4
CO-5
CO-6
554.0
462.0
528.0
546.5
548.0
597.0
607.5
TIME ZERO
49.0
49.0
49.0
49.5
49.5
49.5
END OF TEST
49.5
505.0
413.0
479.0
497.0
498.5
547.5
558.0
90
69
73
79
75
57
52
0
0.0
5 .6
11.6
18.1
24.4
31.0
40.6
50.5
51.3
-------
FIELD HEASUREMEHT LOG
COHBIHED DEWATERIHG EFFLUEHT
(CDE) - LOW SOIL TEST
o.
o-
o
o
^3
CP
DATE TIME TANK HO.
TAHK ADJUSTED CDE
(ft) (") («'
TAHK
.1) (8
STEP-WISE Murom
CALCULATED CALCULATED
rnERATE HOURS FROM CDE MASS CDE MASS
-CDE RATE n ^^ ^bj) (lbj)
0
TIME ZERO
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
12:37
15:25 »2
17:08 »2
19:10 12
21:30 *2
23:03 *2
01:10 12
02:05 *2
03:14 *2
04:04 12
_ 05:17 - «2
06:07 12
08:02 12
10:30 12
11:07 *1
13:49 11
15:52 »1
17:05 11
18:42 11
20:51 11
23:21 11
00:35 *1
02:34 11
04:25 81
07:04 11
10:30 11
11:22 #1
1.823
2.375
3.031
3.542
4.000
4.521
4.750
5.042
5.240
5.573
5.792
6.333
7.000
0.500
1.458
2.042
2.375
2.781
3.292
3.854
4.115
4.542
4.990
5.594
6.521
6 781
1.807
2.359
3.016
3.526
3.984
4.505
4.734
5.026
5.224
5.557
5.776
6.318
6.984
0.479
1.437
2.021
2.354
2.760
3.271
3.833
4.094
4.521
4.969
5.573
6.500
6.760
1337
1945
2723
3354
3928
4581
4865
5223
5462
5854
6104
6688
7313
193
964
1566
1939
2415
.3037
3738
4066
4600
5153
5872
6871
7117
5.90
6.38
4.50
6.18
5.14
5.17
5.1.8
4.77
5.38
5.00
5.08
4.22
4.76
4.90
5.11
4.91
4.82
4.68
4.42
4.49
4.98
4.52
4.85
4.74
2955
3191
2253
3092
2572
2588
2592
2388
2691
_. 2501 -
2541
2113
2382
2450
2559
2455
2410
2341
2213
2249
2492
2263
2426
2371
2.8
4.5
6.6
8.9
• 10.4
12.6
13.5
14.6
15.5
16.7
19.4
21.9
22.5
25.2
27.2
28.5
30.1
32.2
34.7
36.0
38.0
39.8
42.5
45.9
46.7
5072
6488
5256
4792
5445
2372
2981
1990
3274
2084
4870
5213 49837 *9838
6431
5023
3113
3969
5181
5853
2729
4461
4610
5997
8328
2055
-------
FIELD MEASUREMENT LOG
COMBINED DEWATERING EFFLUENT (CDE) — LOU SOIL TEST
DATE
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME TANK NO.
12:29 11
12:32 11
12:52 12
15:07
15:27 »2
TANK
HEIGHT
(ft)
7.1*6
7.281
3.573
4.083
STEP-HISE BOUNDARY
ADJUSTED CDE TANK CALCULATED CALCULATED
HEIGHT VOLUME — -CDE RATE— - HOURS FROM CDE MASS CDE MASS
(ft) (8»D (8P»> "(Ibi/hr) TIME ZERO
7.125
7.260
3.557
END OF TEST
4.068
7427 4.62 2314
7530 4.46 2229
3393
4033 4.13 2067
47.9
48.2
en c
50.8
(Ibs) UBSJ
2584
855 61188 61188
5340 5340
o
o
o
o
00
o
-------
FIELD HEASUREHEHT LOG
ATS TREATED HATER (ATM) — HIGH SOIL TEST
TANK ADJUSTED CDE TANK
STEP-WISE
CALCULATED
CDE MASS
DATE TIME TANK HO
000081
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01?89
23:48
01:17 14
03:31 **
05:11 *4
05:45 *4
05:45 13
06:59 13
09:35 13
09:58 13
--10t*-7-»3--
12:25 S3
15:05 *3
16:36 13
18:51 13
20:44 »3
01:15 «3
02:37 13
04:43 *3
07:09 *4
08:22 #4
10:08 *4
13:15 #4
15:17 #4
17:21 #4
19:27 «4
22:00 #4
23:40
HEIGHT HEIGHT VOLUME —
(ft) (ft) (8«U
-•--CDE KAlfi" -— -— tiuwtvu * »w». — — —
(gpm) (Ibs/hr) TIME ZERO (Ibs)
TIME ZERO
4.406
4.000
3.698
3.625
7.583
7.229
6.615
6.583
„ 6.427^
6.125
5.656
5.417
5.052
4.708
3.948
3.708
3.323
6.500
6.240
5.906
5.333
4.990
4.667
4.333
3.938
4.401
3.995
3.693
3.620
7.344
6.990
6.375
6.344
6.187
5.885
5.417
5.177
4.812
4.469
3.708
3.469
3.083
6.495
6.234
5.901
5.328
4.984
4.661
4.328
3.932
SBR FEEDING
4451
3941
3562
3471
7589
7317
6746
6715
6553
6226
5690
5405
4962
4536
3582
3282
2806
6866
6602
6244
5586
5172
4775
4360
3863
PERIOD
3.80
3.79
2.69
3.67
- 3.66
1.38
3.30
3.33
3.35
3.13
3.29
3.77
3.52
3.65
3.78
3.61
3.38
3.52
3.39
3.20
3.30
3.25
BEGINS
1903
1898
134*
1834
1832
691
1652
1668
1677
1566
1644
1888
1761
1827
1891
1809
1692
1761
1696
1602
. 1650
1625
0
1 «;
J. . J
3.7
5.4
6.0
6n
. u
7.2
9.8
10.2 .
11.0
12.6
15.3
16.8
19.1
20.9
25.5
26.8
28.9
nf.
. H
32.6
34.3
37.5
39.5
41.6
43.7
46.2
47.9
4251
3163
761 8175
2262
4763
265
1349
2724
4471
2375
3700
3555
7956
2497
3971 3.9887
2200
2989
5487
3448
3311
3466
4145
BOUNDARY
CALCULATED
CDE MASS
Ubs)
8175
39887
-------
FIELD MEASUREMENT LOG
ATS TREATED HATER (ATW) — HIGH SOIL TEST
o
o
o
o
00
DATE
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/8.9
TANK
HEIGHT
TIME TANK NO (ft)
00:22 14
07:33 «4
08:00
10:25 *4
12:15 14
14:50 14
16:36 14
19:26 14
21:30 13
22:52 13
23:39 13
01:30 13
03:35 «3
05:30 f3
07:31 13
09:33 13
10:28 13
12:24 13
14:04 13
17:36 13
19:38 13
21:25 14
23:50 14
01:48 14
03:35 #4
05:38 14
07:39 *4
3.594
5.354
4.927
4.635
4.219
3.979
3.531
7.750
7.396
7.229
6.875
6.500
6.167
5.844
5.510
5.396
5.135
4.906
4.542
4 . 292
6.917
6.510
6.208
5.958
5.719
5.479
ADJUSTED CI
HEIGHT 1
(ft) 1
3.589
5.349
RESUME HIGH
4.922
4.630
4.214
3.974
3.526
7.510
7.156
6.990
6.635
6.260
5.927
5.604
5.271
5.156
4.896
4.667
4.302
4.052
6.911
6.505
6.203
5.953
5.714
5.474
)E TANK
/ni ITMP -—_^
_ f*T\tf DATE1 Urt
[g»D (Spra) (Ibs/hr) TI
3432
5610
SOIL TEST
5096
4737
4216
3915
3354
7697
7451
7317
7001
6629
6272
5908
5518
5380
5064
4782
4327
4013
7251 „
6876
6569
6301
6033
5757
3.04
2.99
3.27
3.36
2.84
3.30
2.99
2.85
2.85
2.98
3.10
3.01
3.20
2.49
2.73
2.82
2.14
2.57
2.59
2.60
2.51
2.18
2.28
1519
1496
1635
1680
1421
1653
1496
1427
1425
1491
1552
1505
1603
1248
1364
1413
1073
1287
1295
1301
1255
1088
1142
URS FROM
ME ZERO
48.6
79.8
80.2
82.6
84.5
87.0
88.8
91.6
93.7
95.1
95.9
97.7
99.8
101.7
103.7
105.8
106.7
108.6
110.3
113.8
115.8
117.6
120.0
122.0
123.8
125.8
127 . 9
STEP-WISE BOUNDARY
CALCULATED CALCULATED
CDE MASS CDE MASS
(Ibs) (Ibs)
3595 28641 28641
4290
2998
4341
2510
4683 18821 18821
2044
1118
2636
3105
2975
3036
3259
1144
2637
2355
3792
2617 30719 30719
3129
2558
2238
2231
2303
-------
FIEXD MEASUREMENT LOG
ATS TREATED WATER (ATM) — HIGH SOIL TEST
o
o
o
oo
00
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/39
10/06/89
10/06/89
10/06/89
10/06/89
TIME TANK HO
10:45 14
14:50 14
15:20 14
16:34 13
17:28 03
19:34 C3
21:26 13
23:27 S3
01:30 13
03:~29 13
03:44
05:22 13
TANK
HEIGHT
(ft)
5.208
4.708
4.604
7.323
7.208
6.875
6.625
5.417
6.146
5.906
5.771
ADJUSTED CDE
HEIGHT VC
1 TANK
IT iTvnr «
(ft) (g.l)
5.203
4.703
4.599
7.083
6.969
6.635
6.385
6.177
5.906
' '5.667
END OF TEST
5.531
5437
4827
4698
7394
7300
7001
6757
6542
6249
5980
5824
-— _rnF PAT
STEP-WISE BOUNDARY
CALCULATED CALCULATED
Ep HOURS FROM CDE MASS CDE MASS
(gpm) (Ibs/hr) TIME ZERO
1.72
2.49
4.30
1.74
2.37
2.18
1.78
2.38
2.26
1.38
863
1245
2154
872
1186
1092
889
1190
1132
691
131.0
135.0
135.5
136.8
137.7
139.8
141.6
143.7
145.7
147.7
147.9
149.6
Ubs) (Ibs)
2674
5086 '
1077 21296 21296
785
2490
2039
1793
2440
2246
,
1301 13094 13094
-------
FIELD MEASUREMENT LOG
COMBINED DEHATERIHG EFFLUENT (CDE) — HIGH SOIL TEST
000084
- ..
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89 ~
10/01/89
10/01/89
10/01/89
10/01/89
10 / 01/189
TIME TANK NO.
23:48
01:17 fl
03:31 11
05:11 11
06:59 fl
09:35 fl
09:58 fl
10:48 fl
10:48 f2 .
12:25 f2
15:05 12
16:36 12
18:51 f2
20.: 44 12
01:15 12
02:37 12
04:43 12
07:09 12
08:22 f2
10:08 12
13:15 12
13:15 fl
15:17 fl
17:21 fl
19:27 fl
22:00 fl
23:4Q
TANK ADJUSTED CDI
HEIGHT HEIGHT V(
(ft) (ft) (i
S TANK
M (IMP
5»D
— — PHP D A TP umi
(gal) (Ibs/hr) TIM
TIME ZERO
3.219
3.677
4.063
4.510
5.104
5.146
5.281
1.167
1.573
2.188
2.500
2.979
3.281
4.156
4.396
4.833
5.323
5.583
5.927
6.667
1.521
1.906
2.333
2.750
3.219
3.198
3.656
4.042
4.490
5.083
5.125
5.260
1.151
1.557
2.172
2.484
2.964
3.266
4.141
4.380
4.818
5.307
5.568
5.911
6.651
1.500
1.885
2.312
2.729
3.198
2947
3516
4000
4562
5292
5343
5505
699
1081
1733
2090
2660
3030
4125
4425
4968
5561
5866
6255
7016
1025
1420
1892
2378
2947
4.25
4.84
5.20
4.68
2.19
3.31
3.90
4.07
3.92
4.22
3.28
4.04
3.66
4.31
4.06
4.18
3.67
4.07
3.24
3.81
3.86
3.72
2127
2421
2601
2344
1095
1659
1952
2038
1961
2114
1639
2021
1833
2158
2032
2093
1835
2036
..
1621
1904
1931
1860
US FROM
IE ZERO
0
1.5
3.7
5.4
7.2
9.8
10.2
11.0
11. 0
12.6
15.3
16.8
19.1
20.9
25.5
26.8
28.9
31.4
32.6
34.3
37.5
37.5
39.5
41.6
43.7
46.2
STEP-WISE BOUNDARY
CALCULATED CALCULATED
CDE MASS CDE MASS
Ubs) (Iba)
*751
4035
4682
6095
420
1355 21338
3189
5436
2974
4756
3087
9127
2505
4531
4943
2546
3243
6347 52684
- . - - - - - - -
3297
3935
4055
4742
-------
FIELD KEASUREMENT LOG
COMBINED DEHATERING EFFLUENT (CDE) -- HIGH SOIL TEST
DATE
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
,-- j 10/03/89
Q 10/04/89
O 10/04/89
O 10/04/89
OO 10/04/89
CJI 10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
TIME TANK NO
00:22 11
07:31 12
08:00
10:25 12
12:15 12
14:50 *2
19:26 12
21:30 12
22:52 12
23:39 «2
01:29 12
03:34 12
05:29 12
07:30 *2
09:33 fl
10:28 fl
12:24 fl
14:04 fl
17:36 tl
19:38 fl
21:25 fl
23:50 fl
01:45 fl
03:32 tl
05:35 fl
07:42 fl
10:45 tl
TANK
HEIGHT
. (ft)
3.646
2.490
3.000
3.302
3.760
4.500
4.823
5.042
5.167
5.458
5.833
6.188
6.604
1.563
1.698
2.000
2.260
2.615
2.885
3.156
3.531
3.813
4.042
4.313
4.531
4.844
ADJUSTED CE
HEIGHT \
(ft) 1
3.625
2.474
RESUME HIGH
2.984
3.286
3.745
4.484
4.807
5.026
5.151
5.443
5.818
6.172
6.589
1.542
1.677
1.979
2.240
2.594
2.865
3.135
3.510
3.792
4.021
4.292
4.510
4.823
)E TANK
mi tfwp ___.
i8«i> (t
3477
2078
SOIL TEST
2685
3056
3627 '
4555
4955
5223
5374
5721
6151
6536
6957
1066
1202
1521
1809
2218
2540
2870
3334
3686
3974
4314
4588
4975
--CDE RA1
t»D (1
3.74
3.49
3.37
3.69
3.36
3.23
3.26
3.22
3.15
3.44
3.35
3.47
2.48
2.75
2.88
1.93
2.64
3.08
3.20
3.06
2.69
2.76
2.15
2.12
'F— _.-._.. unt
bs/hr) tit
1870
1748
1686
1845
1682
1616
1633
1609
1577
1722
1678
1738
1241
1374
1443
964
1323
1541
1602
1532
1346
1383
1078
1059.
IRS FROM
IE ZERO
48.6
79.7
80.2
82.6
84.5
87.0
91.6
93.7
95.1
95.9
97.7
99.8
101.7
103.7
105.8
106.7
108.6
110.3
113.8
115.8
117.6
120.0
122.0
123.7
125.8
127.9
131.0
STEP-WISE BOUNDARY
CALCULATED CALCULATED
CDE MASS CDE MASS
(Ibs) (Ibs)
4425 20454
5068
3090
4766
7737
3339
2231
1261
2891
3587
3215
3506 40691
1138
2657
2405
3407
2691
2748
3872
2936
2401
2836
2281
3229
-------
FIELD MEASUREMENT LOG
COMBINED DEUATERING EFFLUENT (CDE) — HIGH SOIL TEST
o-
O
O
O
00
CD
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
TIME TANK NO.
14:50 #1
15:20 fl
15:20 *2
17:28 12
19:34 »2
21:26 *2
23:27 12
01:29 12
03:26 £2
03:44
05:22 *2
TANK
HEIGHT
(ft)
5.521
5.573
1.542
1.792
2.083
2.313
2.542
2.792
3.031
3.229
ADJUSTED CD
HEIGHT V
(ft) (
5.500
5.552
1.526
1.776
2.068
2.297
2.526
2.776
3.016
END OF TEST
3.214
E TANK
OLUME
gal)
5788
5848
1050
1305
1618
1874
2138
2434
2723
2966
(8*1) (Ibs/hr)
3.32
2.02
1.99
2.48
2.29
2.18
2.42
2.43
2.13
1661
1009
994
1243
1146
1093
1213
1217
1065
HOURS FROM
riME ZERO
135.0
135.5
135.5
137.7
139.8
141.6
143.7
145.7
147.7
147.9
149.6
STEP-WISE BOUNDARY
CALCULATED CALCULATED
CDE MASS CDE MASS
(Ibi)
-------
FIELD HEASUREHEHT LOG
COARSE OVERSIZE (CO) ~ HIGH SOIL TEST
COARSE
000087
DATE
09/29/89
09/29/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
DRUM -I- CO DRUM TARE OVERSIZE RATE HOURS FROM
TIME DRUM ID (Ibi) (Ibs) (Ibs) (Ibs/'hr) TIME ZERO
23:48
23:51
10:00 CO-8
19:15 CO-9'
03:35 CO-10
12:53 CO-11
23:40
00:45 CO-12
03:47
05:35 CO-14
08:00
11:16 CO-15
16:15 CO-16
21:10 CO-17
01:54 CO-18
07:45 CO-19
12:35 CO- 20
18:20 CO- 21
23:05 CO-22
07:31 CO-23
14:22 CO-24
17:48 CO-25
02:46 CO-26
03:44
04:03 CO-27
TIME ZERO
477.0
351.0
466.0
479.5
49.5
49.5
49.0
49.5
427.5
301.5
417.0
430.0
42
33
50
46
SBR FEEDING BEGINS
482.5
220.5
HIGH SOIL TEST
454.0
429.0
447.5
452.0
502.5
460.0
473.0
374.5
602.0
471.0
466.0
560.0
TIHE ZERO
.163.5 .
49.0
49.5
RESUMES
49.0
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.5
433.5
171.0
405.0
379.5
398.0
402.5
453.0
410.5
423.5
325.0
552.5
421.5
416.5
510.5
114.0
37
95
71
76
81
85
77
85
74
68
66
62
121
57
89
0
0.1
10.2
19.5
27.8
37.1
47.9
49.0
76.0
_-7.?.-8._
80.2
83.5
88.5
93.4
98.1
104.0
108.8
114.5
119.3
127.7
134.6
138.0
147.0
147.9
148.3
CO-8 DRUM TARE EST IS 49.5
-------
FIELD MEASUREMENT LOG
CATIONIC POLYMER (FLOG) — HIGH SOIL TEST
DATE TIME
HOURS FLOG FLOW FLOG FLOW FLOG FLOW
ROTAMETER SOL'N TOTAL FROM ESTIMATED DURING DURING DURING
17 DENSITY RATE TIME FLOG FLOW TEST TEST TEST
(gph) (Ibs/gal) (Ibs/hr) ZERO (Ibs) (Ibs) (gal) (liters)
o
o
o
o
oo
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
23:48
01:16
03:28
05:06
06:56
11:08
12:23
12:30
13:27
15:10
18:30
20:40
22:44
01:11
02:38
04 s 42
07:08
08:25
10:05
14:39
15:20
16:29
20:26
22:28
23:40
00:24
TIME ZERO
40.00
39.00
8.
8.
32.00 8.
36.00
40.
40.
00
00
8.
8.
8.
34
34
34
34
34
34
334
325
267
300
334
334
Irreg. perf. begins
39.
42.
00
00
8.
8.
34
34
325
350
Irreg. perf. ends
37.
36.
24.
36.
26.
36.
30.
32.
34.
32.
31.
30.
29.
00
00
00
00
00
00
00
00
00
00
00
00
00
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
34
34
34
34
34
34
34
34
34
34
34
34
34
309
300
200
300
217
300
250
267
284
. 267
259
250
242
SBR FEEDING BEGINS
27.
00
8.
34
225
1
3
5
7
11
12
12
13
15
18
20
22
25
26
28
31
32
34
38
-39
40
44
46
47
48
0
.5
.7
.3
.1
.3
.6
.7
.7
.4
.7
.9
.9
.4
.8
.9
.3
.6
.3
.9
.5
.7
.6
.7
.9
.6
489
716
436
550
1401
417 4047
347
601
1697
620
490
435
448
731
321
445
1295
182 .. -. . . .
297
988
492 7684
435
-------
FIELD HEASUREMEHT LOG
CATIOHIC POLYMER (FLOG) ~ HIGH SOIL TEST
DATE TIME
HOURS FLOG FLOW FLOG FLOW FLOG FLOW
ROTAMETER SOL'H TOTAL FROM ESTIMATED DURING DURING DURIHG
17 DENSITY RATE TIME FLOG FLOW TEST TEST TEST
(gph) (Ibs/gal) (Ibs/hr) ZERO (Ibs) (Iba) (gal) (liters)
o
0
o
o
00
cp
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
08:00
08:32
10:31
12:13
14:49
16:32
18:08
20:20
21:55
23:48
01:28
03:36
05:34
07:29
10:24
12:20
13:57
17:35
19:57
21:40
23:45
02:15
04:30
05:55
10:39
11:36
HIGH SOIL TEST BEGINS
25.
28.
26.
25.
25.
26.
28.
28.
16.
24.
26.
26.
22.
34.
34.
30.
29.
28.
27.
28.
28.
27.
27.
38.
30.
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
8.
34
34
34
34
34
34
34
34~~
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
209
234
217
209
209
217
234
^234
133
200
217
217
183
284
284
250
242
234
225
234
234
225
225
317
250
80
80
82
84
87
88
90
92
94
96
97
99
101
103
106
108
110
113
116
117
120
122
124
126
130
131
.2
.7
.7
.4
.0
.7
.3
.5
,i
.0
.7
.8
.8
.7
.6
.5
.2
.8
.2
.9
.0
.5
.7
.1
.9
.8
111
463
369
542
358
347
514
" 370
251
334
463
426
352
827
548
404
879
553
387
487
584
507
319
1500
238
-------
FIELD MEASUREMENT LOC-
CATIOHIC POLYMER (FLOG) -- BIGB SOIL TEST
o
O
O
O
CO
o
DATE
TIKE
HOURS FLOG FLOW FLOG FLOW FLOC FLOW
ROTAMETER SOL'H TOTAL FROM ESTIMATED DURING DURING DURING
17 DENSITY RATE TIME FLOC FLOW TEST TEST TEST
(gph) (lbs/g«l) (Ibs/hr) ZERO (Ibs) (Ibs) (gal) (liters)
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/8$
14:46
16:33
18:28
19:45
23:12
00:02
01:28
03:23
03:44
28
29
29
26
27
27
26
27
END OF
.00
.00
.00
.00
.00
.00
.00
.00
TEST
8.
8.
8.
8.
a.
a.
8.
8.
34
34
34
34
34
34
34
34
234
242
242
217
225
225
217
225
135
136
138
140
143
144
145
147
147
.0
.8
.7
.0
.4
.2
.7
.6
.9
739
431
464
278
777
188
311
432
15829
-------
FIELD MEASUREMENT LOG
FINE OVERSIZE (FO) — HIGH SOIL TEST
FIHE
DRUM + FO DRUM TARE OVERSIZE RATE HOURS FROM .
DATE TIME DRUM ID
-------
FIELD MEASUREMENT LOG
FINE PARTICLE CAKE (FPC) - HIGH SOIL
DRUM
O
o
o
o
CD
to
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
"ME DRUM
23:48
06:12 FPC-15
11:04 FPC-16
16:25 FPC-17
19:05 FPC-18
00:33 FPC-19
06:11 FPC-20
12:37 FPC-21
20:00 FPC-22
23:40
OOs 45 FPC-23
07:40
08:00
14:57 FPC-24
19:42 FPC-2S
23:25 FPC-26
04:42 FPC-27
09:37 FPC-28
15:45 FPC-29
21:52 FPC-30
05:53 FPC-31
15:20 FPC-32
21:40 FPC-33
03:44
04:01 FPC-34 .-
•mwri T rru
ID (Ibs)
TIME ZERO
483.5
539.0
527 . 0
110 0
511.0
517.0
546.5
53* «
•f J J . U
SBR FEEDING
310.0
DRUM
(Ibs)
49.5
49.5
49.5
49.5
49.0
49.5
49.0
49.5
BEGINS
49.0
FPC RATE
(Ibs) (lb»/hr)
434.0
489.5
477.5
60.5
462.0
467.5
497.5
483.5
261.0
HIGH SOIL TEST RESUMES
603.0 49.5 553.5
59S-0 49.5 545.5
521.0 '" -
539.5
549.5
552.0
433.0
563.5
579.0
END OF TEST
496.0
49.5
49.5
49.5
49.5
49.5
49.5
49.5
49.0
471.5
490.0
500.0
502.5
383.5
514.0
529.5
459.0
447.0
68
101
89
23
85
83
77
65
55
76
115
127
93
102
82
63
64
56
72
70
HOURS FROM
TIME ZERO
0.0
6.4
11.3
16.6
19.3
24.8
30.4
36.8
44.2
47.9
49.0
79.9
87.2
91.9
95.6
100.9
105.8
112.0
118.1
126.1
135.5
141.9
147. 9_
148.2
-------
FIELD KEASUREHENT LOG
FEED SOIL (FS) — HIGH SOIL TEST
000093
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
FEED TOTAL FEED RATE
TIKE (Iba) (Ibs/hr)
23:48
01.15
03:26
05:05
06:55
10:04
11:06
12:19
13:27
15:05
18:00
18:53
20:38
22:43
01:10
02:34
04:40
07:07
08:24
10:04
14:38
15:20
16.29
20:25
22:28
23 : 40
00:23
08:00
08:31
TIME ZERO
2972
3661
4222
4788
5621
5951
6351
6713
7234
7486
7761
8326
9049
9810
10328
„ 11007
11743
12151
12693
14090
14297
14525
15490
15790
SBR FEEDING BEGINS
16275
316
340
309
264
319
329
319
319
86
311
323
347
311
370
323
300
318
325
306
296
198
245
146
253
HIGH SOIL TEST RESUMES
20071
HOURS FROM
TIME ZERO
0
1.5
3.6
5.3
7.1
10.3
11.3
12.5
13.7
15.3
18.2
19; 1
20.8
22.9
25.4
26.8
28.9
31.3
32.6
34.3
38.8
39.5
40.7
44.6
46.7
47.9
48.6
80.2
80.7
-------
FIELD MEASUREMENT LOG
FEED SOIL (FS) — HIGH SOIL TEST
000094
DATE I
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10./ 05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
FI
riME
10:27
12:13
14:47
16:32
18:08
20:20
21:55
23:48
01:27
03:35
05:33
07:29
10:24
12:20
13:57
15:40
17:35
19:57
21:40
23:45
02:15
04:30
05:55
10:39
11:36
14:46
18:28
19:45
23:12
:ED TOTAL
(lb»)
20722
21487
22588
23362
24069
25064
25776
26596
27379
28358
29174
30039
31403
32296
33193
33886
34434
35317
35909
36531
37398
38140
38624
40202
40407
41610
42921
43407
44584
FEED RATE
(Ibs/hr)
337
433
429
442
442
452
450
435
475
459
415
447
468
462
555
404
342
373
345
299
347
330
342
333
216
380
354
379
341
HOURS FROM
TIME ZERO
82.7
84.4
87.0
88.7
90.3
92.5
94.1
96.0
97.7
99.8
101.8
103.7
106.6
108.5
110.2
111.9
113.8
116.2
117.9
120.0
122.5
124.7
126.1
130.9
131.8
135.0
138.7
140.0
143.4
-------
FIELD MEASUREMENT LOG
FEED SOIL (FS) — HIGH SOIL TEST
DATE
10/06/89
10/06/89
10/06/89
10/06/89
TIME
00:02
01:28
03:22
03:**
FEED TOTAL
-------
FIELD MEASUREMENT LOG
MUNICIPAL WATER (MW) — HIGH SOIL TEST
O'
o
o
CO
03
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
. 10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03789
TIME
23:48
01:16
03:28
05:06
06:56
11:08
12:23
13:28
15:10
20:40
22:44
01:11
02:39
04:42
07:08
08:25
10:06
14:39
15:21
16:30
20:26
22:28
23:40
00:24
08:00
08:33
10:29
12:14
ROTOMETERS (gph) ESTIMATE OF
HOURS FROM HATER FED TO
15 *6 TOTAL (Ibs/hr) TIME ZERO SYSTEM (Ibs)
TIME ZERO
0.45
0.56
0.50
0.52
0.35
0.30
0.30
0.30
0.50
0.50
0.45
0.55
0.50
0.51
0.45
0.43
0.30
0.30
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.50
0.30
0.00
0.00
0.00
0.40
0.32
0.00
0.00
0.00
0.35
0.35
0.35
0.55
0.00
0.00
. _ SBR FEEDING BEGINS
0.00
0.60
0.45
0.56
0.50
0.52
0.35
0.80
0.60
0.30
0.50
0.50
0.85
0.87
0.50
0.51
0.45
0.78
0.65
0.65
0.85
0.00
0.00
0.60
225
280
250
260
175
400
300
150
250
250
425
435
250
255
225
390
325
325
425
0
0
300
HIGH SOIL TEST RESUMES
0.45
0.40
Q.4Q
0.30
0.30
0 OC
0.75
0.70
0.40
375
350
2GG
0
1.5
3.7
5.3
7.1
11.3
12.6
13.7
15.4
20.9
22.9
25.4
26.9
28.9
31.3
32.6
34.3
38.9
39.6
40.7
44.6 '
46.7
" ~ 4 7 . 9
48.6
80.2
80.8
82.7
84.4
330
616
409
477
736
500
325
255
1376
517
1042
639
513
621
289
657
1480
228
489
0
0
220
0
206
677
350
-------
FIELD HEASUREHEHT LOG
MUNICIPAL WATER (KW) — HIGH SOIL TEST
000097
DATE
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
TIKE
14:48
16:33
18:08
20:21
21:55
23:49
01:29
03:37
05:34
07:30
10:25
12:21
13:59
17:35
19:57
21:40
23:45
02:15
04:30
05:55
10:39
11:36
14:48
16:34
18:28
19:45
23:12
00:02
ROIOHETERS (gph) ESTIMATE OF
HOURS FROM WATER FED TO
15 16 TOTAL (Ibs/hr) TIME £ERO SYSTEM (Ibs)
0.30
0.00
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.42
0.45
0.45
0.00
0.00
0.00
0.00
0.00
0.00
0.33
0.00
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.30
0.30
0.30
0.00
0.00
0.00
0.00
0.72
0.45
0.75
0.00
0.00
0.00
0.00
0.00
0.00
0.33
0.00
0.60
0.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.30
0.60
0.30
0.30
0.00
0.00
0.00
0.00
360
225
375
0
0
0
0
0
0
165
0
300
150
0
0
0
0
0
0
0
150
300
150
150
0
0
0
0
87.0
88.8
90.3
92.6
94.1
96.0
97.7
99.8
101.8
103.7
106.6
108.6
110.2
113.8
116.2
117.9
120.0
122.5
124.7
126.1
130.9
131.8
135.0
136.8
138.7
140.0
143.4
144.2
925
394
594
0
0
0
0
0
0
319
0
580
245
0
0
0
0
0
0
0
711
285
480
265
0
0
0
0
-------
FIELD MEASUREMENT LOG
MUNICIPAL WATER (MW) — HIGH SOIL TEST
DATE
10/06/89
10/06/B9
10/06/89
TIME
01:28
03:23
03:44
ROTOMETERS (gph)
ESTIMATE OF
HOURS FROM WATER FED TO
*5 16 TOTAL (Ibs/hr) TIME ZERO SYSTEM (Ibs)
0.00 0.00 0.00
0.00 0.00 0.00
END OF TEST
0 145.7
0 147.6
147.9
0
0
0
o
o
o
o
CD
00
-------
FIELD MEASUREHEHT LOG
WASHED SOIt
-------
FIELD MEASUREMENT LOG
WASHED SOIL (US) — HIGH SOIL TEST
o
o
o
M
O
o
DATE
10/01/89
10/01/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
in;n;.;no '
TIME
23:40
23:45
08:00
08:39
10:20
12:00
13:42
15:12
16:44
18:16
19:53
21:05
22:30
00:00
01:20
02:50
04:25
06:05
07:32
09:15
10:42
12:12
13:35
14:52
16:48
18:28
on .nt
DRUM +
DRUM ID (Ibs)
ws
DRUM
(Ibs)
WS RATE
(Ibs) (lbs/hr)
SBR FEEDING BEGINS
WS-16 816 57.5 758
HIGH SOIL TEST RESUMES
WS-18
WS-14
WS-18
WS-14
WS-18
WS-19
WS-18
WS-19
WS-18
WS-19
WS-18
WS-20
WS-18
WS-20
WS-18
WS-20
WS-18
WS-20 ~
WS-18
WS-20
WS-21
WS-20
UC_10
889
890
877
891
795
860
858
756
777
821
822
819
866
.0
.5
.5
.0
.0
.0
.5
.0
.5
.0
.0
.5
.0
857.0
788
940.5
875
908; 5
867
888.5
641
834
8 * j
.5
49
.5
53.5
52.5
78.5
56.
49.
55.
53.
54.
54.
55.
49.
54.
55.
5
0
5
5
0
0
0
5
0
0
55
56.
0
55
54
55.
57.
49.
55.
5
5
5
5
nil
839
837
825
812
.5
.5
.0
.0
.5
738.5
811
803
702
723
767
767
770
812
802
733
884
820
854
811
831
591
778
SI ^
.0
.0
.5
.5
.0
.0
.0
.0
.0
.0
.5
.0
.5
.5
.0
.5
.5
. s
379
499
502
485
542
482
529
497
585
511
511
575
513
513
481
506
515
566
570
587
648
306
467
_
HOURS
FROM
TIME
ZERO
47.9
48.0
. 80.2
80.
82.
84.
85.
87.
88.
90.
92.
93.
94.
96.
97.
99.
100.
102.
103.
105.
106.
108.
109.
111.
113.
114.
1 1 £
,9
5
2
9
4
9
5
1
3
7
2
5
0
6
3
7
5
9
4
8
1
0
7
•1
-------
FIELD HEASUREHENT tOG
•HASHED SOIL (HS) — HIGH SOIL TEST
HOURS
FROM
DRUM + WS DRUM WS RATE TIME
DATE TIME DRUM ID (Ib.) (Ibs)
-------
Sample Collection Log
Combined Dewatering Effluent
Low Soil Test
SAMPLE ID
SWL-CDE-01-01
SWL-CDE-01-02
SWL-CDE-01-03
SWL-CDE-01-04
SWL-CDE-02-01
SWL-CDE-02-02
SWL-CDE-02-03
SWL-CDE-02-04
TIME
15:18
16:45
18:55
21:13
22:53
00:55
02:55
04:51
06:36
08:43
10:33
13:23
15:32
16:52
18 : 10
21:31
22:46
01:35
03:05
04:47
06:35
11:03
12:10
14:51
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
COMMENTS
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
1000 ML
1000 ML
1000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
TEMP
-F-
70
60
40
36
36
35
34
33
33
55
61
62
64
40
50
49
46
48
46
36
52
66
74
000102
-------
Sample Collection Log
Coarse Oversize
Low Soil 'Test
SAMPLE ID
SWL-CO-01-01
SWL-CO-01-02
SWL-CO-01-03
SWL-CO-01-04
SWL-CO-02-01
SWL-CO-02-02
SWL-CO-02-03
SWL-CO-02-04
TIME
15:12
16:49
19:00
20:55
22:55
00:53
02:50
04:54
06:40
09:07
10:20
13:42
15:10
16:57
18:26
21:34
22:50
01:32
02:58
04:49
06:39
10:45
12:07
14:44
DATE
9-25-89
9-25-89
9-25-89!
9-25-89
9-25-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-891
9-26-89
9-26-89
9-26-89
9-27-89
9-27-89
9-27-89;
9-27-89
9-27-89
9-27-89
9-27-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
' -F-
70
60
57
46
45
41
37
36
34
55
55
60
62
64
57
50
49
45
48
46
45
52
66
74
000103
-------
Sample Collection Log
Fine Oversize
Low Soil Test
SAMPLE ID
SWL-FO-01-01
SWL-FO-01-02
SWL-FO-01-03
SWL-FO-01-04
SWL-FO-02-01
SWL-FO-02-02
SWL-FO-02-03
SWL-FO-02-04
TIME
14:44
16:45
18:44
21:07
22:45
00:39
02:35
04:40
06:28
08:45
10:37
13:15
15:28
16:43 .
18:01
21:20
22:37
01:20
02:49
04:36
06:24
11:19
12:25
15:07
DATE
9-25-89
9-25-89
9-25-89
9-25-89
9-25-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
*•.
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
70
60
40
36
36
35
34
33
33
55
55
. 60
62
64
40
50
49
48
48
* 46
36
52
66
74
000104
-------
Sample Collection Log
Fine Particle Cake
Low Soil Test
SAMPLE ID
SWL-FPC-01-01
SWL-FPC-01-02
SWL-FPC-01-03
SWL-FPC-01-04
SWL-FPC-02-01
SWL-FPC-02-02
SWL-FPC-02-03
SWL-FPC-02-04
TIME
14:51
16:50
18:49
21:15
22:40
00:49
02:46
04:49
06:38
08:40
10:30
13:23
15:19
16:48
18:18
21:27
22:48
01:25
02:51
04:45
06:37
10:53
12:16
14:56
DATE
9-25-89
9-25-89;
9-25-89 ,
9-25-89
9-25-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89 ,
9-26-89 ;
9-26-89
9-26-89
9-26-89 >.
9-26-89
9-27-89 ;
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89 :
9-27-89 ;
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
70
60
40
36
36
35
34
33
33
55
55
60
62
64
40
50
49
48
48
46
36
52
66
74
000105
-------
Sample Collection Log
Feed Soil
Low Soil Test
SAMPLE ID
TIME
TEMP
DATE COMMENTS -F-
SWL-FS-01-01
SWL-FS-01-02
SWL-FS-01-03
SWL-FS-01-04
SWL-FS-02-01
SWL-FS-02-02
SWL-FS-02-03
SWL-FS-02-04
15:05
16:37
18:31
21:04
22:50
00:37
02:30
04:34
06:25
09:00
10:27
13:37
15:14
16:32
18:15
21:16
22:44
01:38
02:45
04:32
06:43
10:42
12:03
15:00
9-25-89
9-25-89
9-25-89
9-25-89
9-25-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
ML
70
60
36
36
35
34
33
33
50
50
62
62
64
41
50
49
46
48
46
36
52
66
74 .
000106
-------
Sample Collection Log
Municipal Water
Low Soil!Test
TFMP
SAMPLE ID TIME DATE COMMENTS -F-
SWL-Mtf-01-01 15:24 09/25/89 3000~ML~"~70~
19:05 09/25/89 3000 ML 40
-------
Sample Collection Log
Washed Soil
Low Soil Test
SAMPLE ID
SWL-WS-01-01
SWL-WS-01-02
'
SWL-WS-01-03
SWL-WS-01-04
SWL-WS-02-01
SWL-WS-02-02
SWL-WS-02-03
SWL-WS-02-04
TIME
14:37
16:40
18:37
21:04
22:50
00:37
02:33
04:37
06:27
08:53
10:43
13:08
15:36
16:36
17:59
21:25
22:34
01:10
02:46
02:35
06:33
10:49
12:12
'14:47
DATE
9-25-89
9-25-89
9-25-89
9-25-89
9-25-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-26-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
9-27-89
COMMENTS'
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML .
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
70
60
45
44
40
36
35
33
55
55
60
63
64
56
50 .
49
48
48
46
44
52
66
74
000108
-------
Sample Collection Log
ATS Treated Water
High Soil Test
SAMPLE ID
SWH-ATW-01-01
SWH-ATtf-01-02
SWH-ATW-02-01
SWH-ATtf-02-02
SWH-ATff-04-01
SWH-ATW-04-02
SWH-ATW-05-01
SWH-ATW-05-02
SWH-ATW-06-01
SWH-ATW-06-02
TIME
02:08
05:28
10:23
20:08
22:13
00:07
04:12
07:55
11:47
15:52
20:04
23:40
11:54
16:11
20:13
23:12
03:48
07:36-
11:57
17:57
21:28
01:32
06:06
10:05
14:34
17:40
' 21:48
01:39
03 : 34
DATE
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/8,9
10/06/89
COMMENTS
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
4500 ML
4500 ML
TEMP
-F-
55
52
68
75
70
64
61
61
79
90
68
50
55
50
43
39
28
30
63
54
50
46
46
52
64
54
50
46
43
000109
-------
Sample Collection Log
Combined Dewatering Effluent
High Soil Test
SAMPLE ID
SWH-CDE-01-01
SWH-CDE-01-02
SWH-CDE-01-04
SWH-CDE-02-01
SWH-CDE-02-02
SWH-CDE-02-03
SWH-CDE-02-04
SWH-CDE-04-01
SWH-CDE-04-02
SWH-CDE-04-03
SWH-CDE-04-04
-
SWH-CDE-05-01
SWH-CDE-05-02
SWH-CDE-05-03
SWH-CDE-05-04
TIME
02:03
03:42
05:15
07:16
10:39
11:58
20:00
21:50
23:59
02:10
03:57
05:53
07:58
09:43
10:40
14:02
15:41
17:42
20:06
22:21
23:32
10:08
11:51
14:31
16 : 12
17:39
20:05
22:17
23:07
01:52
03:58
06:00
07:45
10:08
12:12
13:40
18:02
19:47
21:26
23:37
01:25
03:45
06:14
DATE
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89 ,
10/01/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
COMMENTS
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
4500 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
300'0 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
1000 ML
TEMP
-F-
55
54
52
53
70
77
75
70
64
63
61
61
61
70
78
85
90
82
68
54
50
37
55
46
50
48
43
37
39
34
28
28
30
46
61
59
54
52
50
48
46
48
46
oooiio
-------
Sample Collection Log
Combined Dewatering Effluent
High Soil test
SAMPLE ID
SWH-CDE-06-01
SWH-CDE-06-02
SWH-CDE-06-03
TIME
07:49
10:12
11:58
14:25
15:56
17:47
19:22
22:08
23:37
01:45
03:42
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
COMMENTS
1000 ML
1000 ML
3000 ML.
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
TEMP
-F-
46
52
66
64
55
54
50
50
48
46
43
000111
-------
*
Sample Collection Log
Coarse Oversize
High Soil Test
SAMPLE ID
SWH-CO-01-01
SWH-CO-01-02
SWH-CO-01-04
SWH-CO-02-01
SWH-CO-02-02
SWH-CO-02-03
SWH-CO-02-04
SWH-CO-04-01
SWH-CO-04-02
SWH-CO-04-03
SWH-CO-04-04
SWH-CO-05-01
.
SWH-CO-05-02
SWH-CO-05-03
SWH-CO-05-04
TIME
02:10
03:44
05:32
07:20
10:25
11:55
20:06
22:08
00:32
02:15
04:05
05:49
07 : 50
09:48
11:48 '
13:56
16:00
17:49
20:00
22:14
23:38
10:01
11:57
14:35
16:19
17:43
20:04
22:15
23:08
01:56
03': 46
06:02
07:36
10:04
11:59
13:35
17:53
19:53
21:30
23:41
01:26
03:40
06:02
DATE
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03.-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-05-89
10-05-89
10-05-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML -
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
55
54
52
53
70
78
75
70
64
63
61
61
61
70
78
85
90
82
68
54
50
37
55
46
50
48
43
37
39
34
28
28
30
46
63
59
54
52
50
48
46
48
46
000112
-------
Sample Collection Log
Coarse Oversize
High Soil test
SAMPLE ID
TIME
DATE
COMMENTS
TEMP
-F-
07:26 10-05-8,9 1000 ML 46
10:12 10-05-89 1000 ML 52
SWH-CO-06-01 11:55 10-05-89 1000 ML 66
14:30 10-05-89 1000 ML 66
15:51 10-05-89 1000 ML 55
SWH-CO-06-02 17:47 10-05-89 1000 ML 54
19:26 10-05-89 1000 ML 52
21:48 10-05-89 1000 ML 50
SWH-CO-06-03 23:39 10-05-89 1000 ML 48
01:42 10.-06-89 1000 ML 46
03:39 10-06-89 1000 ML 43
000113
-------
Sample Collection Log
Fine Oversize
High Soil Test
SAMPLE ID
SWH-FO-01-01
SWH-FO-01-02
SWH-FO-01-04
SWH-FO-02-01
SWH-FO-02-02
SWH-FO-02-03
SWH-FO-02-04
SWH-FO-04-01
SWH-FO-04-02
SWH-FO-04-03
SWH-FO-04-04
SWH-FO-05-01
SWH-FO-05-02
SWH-FO-05-03 ,
SWH-FO-05-04
TIME
01:52
03:38
05:14
07:06
11:00
12:09
19:50
21:55
00:12
01:52
03:40
05:55
08:02
09:58
12:07
14:17
16:22
17:30
19 : 50
22:27
23:28
10:18
12:08
14:42
16:27
17:37
20:11
22:10
23:01
01:43
03:47
06:00
07:36
10:12
12:07
17:59
19:44
21:20
23:34
01:25
03:40
06:00
07:28
DATE
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03.-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-05-89
10-05-89
10-05-89
10-05-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
700 ML
700 ML
750 ML
700 ML
700 ML
700 ML
700 ML
700 ML
1000 ML
850 ML
700 ML
650 ML
700 ML
700 ML
700 ML
700 ML
700 ML
1000 ML
1000 ML
1000 ML
700 ML
700 ML
700 ML
700 ML
700 ML
700 ML
850 ML
1000 ML
900 ML
850 ML
TEMP
-F-
55
54
52
53
74
78
75
70
64
63
61
61
61
70
79
85
90
82
79
54
50
41
59
46
50
48
43
37
39
34
28
28
30
46
63
' 54
52
50
48 .
46
48
46
46
000114
-------
Sample Collection Log
Fine Oversize
High Soil Test
SAMPLE ID
SWH-FO-06-01
SWH-FO-06-02
SWH-FO-06-03
TIME
10:27
12:12
14:38
16:07
17:40
19:21
21:53
23:33
01:39
03:31
1
DATE
10-05-89 \
10-05-89 !
10-05-89
10-05-89 '
10-05-89
10-05-89
10-05-89 ;
10-05-89
10-06-89
10-06-89 ''
COMMENTS
700 ML
1000 ML
650 ML
1000 ML
700 ML
700 ML
700 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
52
66
64
55
54
52
50
48
46
43
000115
-------
Sample Collection Log
Fine Particle Cake
High Soil Test
SAMPLE ID
SWH-FPC-01-01
SWH-FPC-01-02
SWH-FPC-01-04
SWH-FPC-02-01
SWH-FPC-02-02
SWH-FPC-02-03
SWH-FPC-02-04
SWH-FPC-04-01
SWH-FPC-04-02
SWH-FPC-04-03
SWH-FPC-04-04
SWH-FPC-05-01
SWH-FPC-05-02
SWH-FPC-05-03
SWH-FPC-05-04
TIME
02:05
03:45
05:16
07:17
10:34
12:04
19:40
22:05
00:27
02:03
04:00
06:07
08:13
09:58
11:50
14:20
16:07
17:47
19:55
22:24
23:35
10:04
11:58
14:28
16:15
17:38
20:09
22:12
23:02
01:53
03:55
06:08
07:46
10:10
12:14
13:42
18:00
19:50
21:31
23:39
01:38
03:47
06:09
DATE
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-05-89
10-05-89
10-05-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 'ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
39
39
38
38
70
46
45
- 44
42
41
41
41
41
70
78
85
90
82
43
39
50
:34
39
36
38
37
35
34
34
33
31
31
31
36
40
40
. 39
38
38
37
36
37
36
000116
-------
Sample Collection Log
Fine Particle Clake
High Soil Test
; TEMP
SAMPLE ID TIME DATE '. COMMENTS -F-
07:33 10-05-89 1000 ML 36
10:17 10-05-89; 1000 ML 38
SWH-FPC-06-01 12:02 10-05-89 1000 ML 43
14:33 10-05-89 1000 ML 42
15:53 10-05-89 1000 ML 41
SWH-FPC-06-02 17:43 10-05-89 1000 ML 39
19:23 10-05-89 1000 ML 38
22:05 10-05-89 1000 ML 38
SWH-FPC-06-03 23:42 10-05-89' 1000 ML 37
01:47 10-06-891 1000 ML 36
03:37 10-06-891 1000 ML 35
0010117
-------
Sample Collection Log
Feed Soil
High Soil Test
SAMPLE ID
SWH-FS-01-01
•
SWH-FS-01-02
SWH-FS-01-04
SWH-FS-02-01
SWH-FS-02-02
SWH-FS-02-03
SWH-FS-02-04
SWH-FS-04-01
SWH-FS-04-02
SWH-FS-04-03
SWH-FS-04-04
SWH-FS-05-01
SWH-FS-05-02
SWH-FS-05-03
SWH-FS-05-04
TIME
01:48
03:37
05:09
07:02
10:18
11:50
19:36
22:11
00:24
01:49
03:58
05:44
07:52
09:40
11:42
13:50
15:47
17:44
19:46
22:16
23:28
10:00
11:52
14:26
16:13
17:36
19:59
22:08
23:09
01:39
03:44
06:03
07:42
10:03
11:59
13:38
17:52
19:43
21:36
23:33
01:29
03:50
06:00
DATE
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03.-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-05-89
10-05-89
10-05-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
55
54
52
53
75
70
64
63
61
61
61
70
79
85
90
82
79
54
50
37
55
46
50
48
43
37
39
34
28
28
30
45
63
59
54
52
50
48
46
48
46
000118
-------
Sample Collection Log
Feed Soil'
High Soil Test
SAMPLE ID
SWH-FS-06-01
SWH-FS-06-02
SWH-FS-06-03
TIME
07:30
10:10
11:51
14:28
15:49
17:36
19:18
22:02
23:34
01:37
03:31
DATE
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-06-89
10-06-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
46
52
64
64
55
54
52
50
48
46
43
000119
-------
Sample Collection Log
Municipal Water
High Soil Test
SAMPLE ID
SWH-MW-01-Ol
SWH-MW-01-02
SWH-MW-02-01
SWH-MW-02-02
SWH-MW-04-01
SWH-MW-04--02
SWH-MW-05-01
SWH-Mtf-05-02
SWH-MW-06-01
SWH-MW-06-02
TIME
02:12
05:30
10:19
20:02
22:19
00:03
04:08
07:49
10:36
15:39
20:06
23:38
11:54
16:11
20:13
23:01
03:50
07:40
12:03
17:56
21:32
01:31
06:12
10:03
14:21
17:42
22:02
01:44
03:44
DATE
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
COMMENTS
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
3000 ML
4500 ML
4500 ML
TEMP
-F-
55
52
68
75
70
64
61
61
78
90
68
50
55
50
43
39
28
30
63
54
50
46
46
52
64
57
50
46
46
000120
-------
Sample Collection Log
Washed Soil
High Soil Test
SAMPLE ID
SWH-WS -01 -01
SWH-WS -01 -02
1
SWH-WS -01 -04
SWH-WS-02-01
SWH-WS-02-02
SWH-WS-02-03
-
SWH-WS-02-04
SWH-WS-04-01
SWH-WS-04-02
SWH-WS -04-03
SWH-WS -04-04
SWH-WS-05-01
SWH-WS-05-02
SWH-WS-05-03
SWH-WS -05 -04
TIME
01:50
03:40
05:12
07:04
10:23
11:51
19:45
22:16
00:25
02:12
03:40
05:46
08:00
09:47
11:53
13:59
16:04
17:36
09:50
22:20
23:30
10:05
12:00
14:29
16:17
17:40
19:55
22:15
23:05
01:40
03:53
05:55
07:44
10:07
12:10
13:39
17:59
19:45
21:26
23:36
01:35
03:43
06:10
DATE>
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89
9-30-89!
9-30-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-8?
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-01-89
10-03-8$
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03-89
10-03.-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-04-89
10-05-89
10-05-8^
10-05-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
55
54
52
53
70
78
75
70
64
63
61
61
61
70
79
85
90
82
68
54
50
37
55
46
50
48
43
37
39
34
28
28
30
46
63
59
54
52
50
48
46
48
46
000121
-------
Sample Collection Log
Washed Soil
High Soil Test
SAMPLE ID
SWH-WS-06-01
SWH-WS-06-02
SWH-WS-06-03
TIME
07:34
10:15
11:57
14:23
16:08
17:50
19:21
22:05
23:31
01:49
03:43
DATE
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-05-89
10-06-89
10-06-89
COMMENTS
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
1000 ML
TEMP
-F-
46
52
66
64
55
54
52
50
48
46
43
000422
-------
PENTACHLOROPHENOL INVENTORY
123
-------
WASHED SOIL (WS) -- LOU SOIL TEST
Pent* Inventory
DATE
PENTA
MASS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONC.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
o
o
to
«tfc
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
12:37
14:05
14:37
15:05
16:26
16:40
17:26
18:35
18:37
19:50
19:54
21:00
21:04
22:10
22:50
23:30
00:37
00:45
01:35
01:47
02:33
02:51
03:58
04:37
05:08
TIME ZERO
SWL-WS-01-01
WS-1
WS-2
SWL-WS-01-01
WS-3
HS-4
SWL-WS-01-01
midpoint
WS-1
WS-2
SWL-WS-01-02
WS-3
SWL-WS-01-02
WS-4
SWL-WS-01-02
WS-1
midpoint
WS-3
SWL-WS-01-03--
WS-1
WS-3 BROKEN SCALE
SWL-WS-01-03
WS-1
549
608
745
630
540
646
641
625
580
653
646
639
617
1.
2.
2.
3.
4.
4.
6.
6.
7.
7.
8.
8.
9.
10.
10.
12.
12.
13.
13.
- 13 .
14.
15.
16.
16,
0
5
0
5
8
0
8
0
0 1961 10000 19.6
2
3
4
4
6
2
9
0 1630 10000 16.3
1
0
2
9 . . . _ , .- ..„....._...
.2
.3
, 0
.5
-------
WASHED SOIL (US) — LOU SOIL TEST
Pant* Inventory
DATE
PEHTA
MASS FLOW FLOW
HOURS DURIHG DURING AVERAGE
FROM COMPOSITE PEHTA § COMPOSITE PEHTA
RATE TEMP TIME PERIOD COHC. PERIOD CONC.
TIME DRUM ID SAMPLE ID (Ibs/hc) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
CD-
CD
H*
to
^n
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
06:17
06:27
07:33
07:40
08:38
08:53
09:44
10:43
11:03
12:16
13:08
13:34
14:32
14:45
15:36
15:56
16:36
17:11
17:59
18:15
19:32
19:42
20:46
21:25
22:00
WS-3
SHL-WS-01-03
WS-1
midpoint
WS-3
SWL-WS-01-04
WS-5
SWL-WS-01-04
WS-3
WS-5
SWL-WS-01-04
WS-6
midpoint
WS-5
SWL-WS-02-01
WS-6
SWL-WS-02-01
WS-5
SWL-WS-02-01
WS-6
WS-5
midpoint
US- 7
SWL-WS-02-02
US-5
639
636
650
676
623
704
657
671
692
572
686
607
630
620
17.
17.
18.
19.
20.
20.
21.
22.
22.
23.
24.
24.
25.
26.
27.
27
28
28
29
29
30
31
32
32
33
7
8 1755 9700 17.0
9
0
0
3
1
1
4 . - . . - . - - - „-. -
6
5 2064 22000 45.4
9
9
.1
.0
.3
.0
.6
.4 1495 11000 16.4
.6
.9
.1
.2
.8
.t,
-------
DATE
WASHED SOIL (US) — LOW SOIL TEST
Penta Inventory
FENTA
MASS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEBTA ,COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONC.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
CD
O
o •
H»
10
03
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
22:34
23:20
00:37
01:10
01:58
02:19
02:46
03:58
04:35
05:45
06:33
07:30
08:41
09:27
10:49
11:51
12:12
13:30
14:47
15:07
15:31
SWL-WS-02-02
WS-7
WS-5
SWL-WS-02-02
midpoint
WS-8
SWL-WS-02-03
WS-5
SWL-WS-02-03
WS-8
SWL-WS-02-03
WS-5
midpoint
WS-8
SWL-WS-02-04
WS-5***
SWL-WS-02-04
WS-9
SWL-WS-02-04
US- 10
572
566
467
462
408
439
400
331
437
3.82
33
34
36
36
37
37
38
39
40
41
41
42
44
44
46
47
47
48
50
50
50
.9
.7
.0
.6 1613 12000 19.4
.3
.7
.2
.3
.0
.1
.9 1314 19000 25.0
.9
.1
.8
.2
.2
.6
.9
.2 1106 19000 21.0
.5
..9. ...... _ .. . _. ....
12937 180.1 13922
Two Significant Figures... 180 14 mg/1
-------
MUNICIPAL HATER (HH) — LOU SOIL TEST
Pent* Inventory
PEHTA
KW FLOW FLOW
o
o •
o- -- -
ro
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/69
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
TOTAL TOTAL TIME TEMP PERIOD COHC. PERIOD CONG.
TIME SAMPLE ID (gpm) (Iba/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
12:37
15:24 SUL-MU-01-01
15:28
17:01
19:05 SWL-MH-01-01
19:24
21:25
23:00 SHL-MW-01-01
23:05
00:56 midpoint
01:14
02:01
02:52 SHL-MW-01-02
03:10
04:00
05:13
06:04
06:43 SWL-MW-01-02
07:06
08:00
10:05
10:47 SWL-MW-01-02
11:12
12:56 midpoint
13:51
15:05 SWL-MW-02-01
6.
5.
5.
6.
5.
5.
5.
5.
5.
5.
5,
60
70
96
25
75
36
40
,35
,29
,38
.34
3303
2852
2982
3128
2877
2682
2702
2677
2647
2692
2672
2.
2.
4.
6.
6.
8.
10.
10.
12.
12.
13.
14.
14.
0
8 70
8
4
5 40
8
8
4 36 14019 0 0.0
5
3
6
4
3 34
5
15.4
16.6
17.4
18.1 33
5.13
5
5
4
4
.08
.00
.98
.74
2567
2542
2502
2492
2372
18.5
19.4
21
22
22
24
25
26
.5
.2 18664 0 0.0
.6
.3
.2
.5 60
-------
MUNICIPAL WATER (MW) — LOW SOIL TEST
Pent* Inventory
o
H*
to
00
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
PENTA
MW FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TOTAL TOTAL TIME TEMP PERIOD CONG. PERIOD CONG.
TIME SAMPLE ID (gpm) (Ibs/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
15:53 5.12
17:04 5.17
18:30 SWL-MW-02-01
18:43 5.20
20:48 3.95
22:49 SWL-MW-02-01
23:18 5.75
00:27 4.26
00:53 midpoint
02:31 5.18
02:58 SWL-MW-02-02
04:20 4.89
06:40 SWL-MW-02-02
07:01 4.90
11:05 SWL-MW-02-02
11:29 3.60
12:30 3.51
15:07
15:29 3.83
2562 27.3
2587 28.4
29.9 40
2602 30.1
1977 32.2
34.2 49 15056 0 0.0
2877 34.7
2132 35.8
36.3
2592 37.9
38.3 48
2447 39.7
42.0 36
2452 42.4
46.5 40 13972 0 0.0
1801 46.9
1756 47.9
50.5
1917 50.9
61711
0.0
Two Significant Figures... 0.00 0.00 mg/1
-------
DATE
TIME
FEED SOIL (FS) — LOW SOIL TEST
Fenta Inventory
PEHTA
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
RATE TIME TEMP PERIOD CONG. PERldo COHC.
SAMPLE ID (Iba/hr) ZERO (F) (kg) (ug/kg) (g) (ug/kg)
o
o.;
i i
r1*
CO
09/25/89 12:37
09/25/89 15:05 SWL-FS-01-01
09/25/89 15:28
09/25/89 16:37 SWL-FS-01-01
09/25/89 17:00
09/25/89 18:31 SWL-FS-01-01
09/25/89 19:22
09/25/89 19:47 midpoint
09/25/89 21:0*. SWL-FS-01-02
09/25/89 21:2*
09/25/89 22:50 SWL-FS-01-02
09/25/89 23:03
09/26/89 00:37 SWL-FS-01-02
09/26/89 01:12
09/26/89 01:33 midpoint
09/26/89 02:00
09/26/89 02:30 SWL-FS-01-03
09/26/89 03:10
09/26/89 04:00
09/26/89 04:3* SWL-FS-01-03
09/26/89 05:13
09/26/89 06:04
09/26/89 06:25 SHL-FS-01-03
09/26/89 07:06
09/26/89 07:42 midpoint
09/26/89 08:00
670
583
583
591
542
67*
577
559
604
569
627
586
0
2.5 70
2.8
4.0 60
*.*
5.9 2071 130000 269.3
6.8
7.2
8.* 36
8.8
10.2 36
10.*
12.0 35 1506 110000 165.6
12.6
12.9
13.4
13.9 34
1*.5
15.4
15.9 33
16.6
17.4
17.8 33 1660 120000 199.2
18.5
19.1
19.4
-------
FEED SOIL (FS) -- LOW SOIL TEST
Penta Inventory
HOURS
FROM
PENTA
FS FLOH FLOW
DURING DURING AVERAGE
COMPOSITE PENTA COMPOSITE PENTA
DATE TIME RATE TIME TEMP PERIOD CONG. PERIOD CONG.
SAMPLE ID (Ibs/hr) ZERO (F) (kg)
-------
FEED SOIL (FS) ~ LOH SOIL TEST
Pentt Inventory
PEHTA
FS FLOW FLOH
DATE
HOURS DURING .DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
TIME RATE TIME TEMP PERIOD CONC. PERIOD COHC.
SAMPLE ID (Ibs/hr) ZERO (F) (kg)
-------
DATE
TIME
FINE PARTICLE CAKE — LOW SOIL TEST
Penta Inventory
PENTA
FPC FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
DRUM ID SAMPLE ID
-------
DATE
FINE PARTICLE CAKE — LOW SOIL TEST
Pent* Inventory
PEHTA
FPC FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
o -
o
I A
H*
CO
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09121109
09/27/89
09/27/89
09/27/89
' 09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
18:18
19:03
19:52
21:27
22:25
22:48
01:25
02:08
02:51
03:23
04:45
06:37
08:45
08:47
10:53
12:16
14:37
14:56
15:07
FPC-8
midpoint
FPC-9
midpoint
FPC-10
midpoint
FPC-11
FPC-12
-
SWL-FPC-02-01
SWL-FPC-02-02
SWL-FPC-02-02
SWL-FPC-02-02
SWLrFPC-02-03
SWL-FPC-02-03
SWL-FPC-02-03
SWL-FPC-02-04
SWL-FPC-02-04
SWL-FPC-02-04
END OF TEST
40
122
50
139
49
48
- 48
99
46
36
91
52
66
77
74
29.
30.
31.
32.
33.
34.
36.
37.
.38.
38.
40.
42.
44.
44.
46.
47.
50
50
50
7
4
3
8
8
2
8
5
2
8
1
0
1
,2
.3 '
.6
.0
.3
.5
320 240000 76.8
328 200000 65.6
...._.;....
277 360000 99.7
221 280000 61.9
* Start-of-collectlon time is
an estimate.
2374 648.3 273117
Two Significant Figures... 650 270 mg/kg
-------
DATE
TIME
FINE OVERSIZE (FO) — LOW SOIL TEST
Penta Inventory
FENTA
FO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA' COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
0
o
o
1 •
H*
CO
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/B9
12:37
14:44
'16:45
18:44
19:00
19:55
21:07
22:45
00:39
01:37
02:35
04:40
06:28
07:36
08:45
10:25
10:37
13:15
14:21
15:28
• 1 fi-r 1 1
lo r «*.}
18:01
19:40
21:20
22:37
00':29
SWL-FO-01-01
SWL-FO-01-01
SWt-FO-01-01
FO-X HEIGHT NOT R
midpoint
SWL-FO-01-02
SHL-FO-01-02
SWL-FO-01-02
midpoint
SWL-FO-01-03
SWL-FO-01-03
SWL-FO-01-03
midpoint
SWL-FO-01-04
FO-1
SWL-FO-01-04
SWL-FO-01-04
midpoint
SWL-FO-02-01
• SWL-FO-02-01
SWL-FO-02-01
midpoint
SWL-FO-02-02
SWL-FO-02-02
FO-2
70
60
40
27
36
36
35
34
33
34
55
27
55
60
62
64
40
50
49
30
2.
4.
6.
6.
7.
8.
10.
12.
13.
14.
16.
17.
19.
20.
21.
22.
24.
25.
26.
28:
29.
31.
32.
34.
35.
0
1
1
1 89 50000 4.5
4
3
5
1
0 68 88000 6.0
0
0
0
8 72 150000 10.8
0
1
8
0
6 87 160000 13.9
7
8
1 ' " " ' '
4 72 69000 5.0
1
7
0
9
-------
o
-©-
o
H*
CO
01
FINE OVERSIZE (FO) ~ LOW SOIL TEST
Penti Inventory
DATE
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27./89
09/27/89
09/27/89
TIME
01:20
02:04
02:49
04:36
06:24
08:51
11:19
12:25
13:07
15:07
15:07
-
DRUM ID SAMPLE ID
SHL-FO-02-02
midpoint
SWL-FO-02-03
SHL-FO-02-03
SHL-FO-02-03
midpoint
SHL-FO-02-04
SHL-FO-02-04
SHL-FO-02-04
FO-? HEIGHT HOT R
END OF TEST
RATE TEMP
(Ibs/hr) (F)
48
48
46
36
52
66
74
30
PENTA
FO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TIME PERIOD CONG. PERIOD COHC.
ZERO (kg) (ug/kg> (g) (ug/kg)
36.7 87 95000 8.2
37.5
38.2
40.0
41.8 92 71000 6.6
44.2
46.7
47.8
50^5 85 88000 7v5
50.5
50.5
653
Two Significant Figures...
62.5 95681
62 96 mg/kg
-------
COARSE OVERSIZE (CO) — LOW SOIL TEST
Penta Inventory
DATE
TIME DRUM ID SAMPLE ID (lbs/hr)(F) ZERO
PENTA
CO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
(kg) (ug/kg) (g) (ug/kg)
o
o
o
H-*
CO
03
09/25/89 12:37
09/25/89 12:40
09/25/89 15:12
09/25/89 16:49
09/25/89 18:15 CO-1
09/25/89 19:00
09/25/89 19:57 midpoint
09/25/89 20:55
09/25/89 22:55
09/26/89 00:12 CO-1
09/26/89 00:53
09/26/89 01:51 midpoint
09/26/89 02:50
09/26/89 04:54
09/26/89 06:40
09/26/89 06:46 CO-2
09/26/89 07:53 midpoint
09/26/89 09:07
09/26/89 10:20
09/26/89 13:03 CO-3
09/26/89 13:42
09/26/89 14:26 midpoint
09/26/89 15:10
09/26/89 16:57
09/26/89 18:26
09/26/89 19:'40 CO-4
SWL-CO-01-01
SWL-CO-01-01
SWL-CO-01-01
SWL-CO-01-02
SWL-CO-01-02 '
SWL-CO-01-02
SWL-CO-01-03
.SWL-CO-01-03
SWL-CO-01-03
SWL-CO-01-04
SWL-CO-01-04
SWL-CO-01-04
SWL-CO-02-01
SWL-CO-02-01
SWL-CO-02-01
70
60
91
32
32
32
71
32
32
32
32
74
55
55
80
60
62
64
32
77
0
0.0
2.6
4.2
5.6
6-4 288 180000 51.8
7.3
8.3
10.3
11.6
12.3 192 120000 23.0
13.2
14.2
16.3
18.0
18.1 206 230000 47.4
19.3
20.5
21.7
24.4
25.1. 235 J50000- 35.2 -••
25.8
26.5
28.3
29-8 191 96000 18.3
31.0
-------
DATE
COARSE OVERSIZE (CO) — LOU SOIL TEST
Pent* Inventory
PENTA
CO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHIA 'COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE,ID (Lbs/hr)(F) ZERO (kg) (ug/kg) (g) (ug/kg)
O •'
o
O
H*
CO
-------
COMBINED DEHATERING EFFLUENT (CDE) — LOW SOIL TEST
Pent* Inventory
DATE TIME TANK NO.
PENTA
CDE FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
CDE RATE TIME TEMP PERIOD ' CONG. PERIOD CONC.
(gpni) (lbs/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
O
o
o
h"*
CO
00
- - . _ ..
09/25/89 12:37
09/25/89 15:18 SHL-CDE-01-01
09/25/89 15:25 12
09/25/89 16:45 SHL-CDE-01-01
09/25/89 17:08 »2 5.39
09/25/89 18:55 SHL-CDE-01-01
09/25/89 19:10 *2 6.37
09/25/89 20:04 midpoint
09/25/89 21:13 SHL-CDE-01-02
09/25/89 21:30 |2 4.50
09/25/89 22:53 SHL-CDE-01-02
09/25/89 23:03 12 6.18
09/26/89 00:55 SHL-CDE-01-02
09/26/89 01:10 »2 5.14
09/26/89 01:55 midpoint
09/26/89 02:05 »2 5.18
09/26/89 02:55 SHL-CDE-01-03
09/26/89 03:14 #2 5.19
09/26/89 04:04 12 4.78
09/26/89 04:51 SHL-CDE-01-03
09/26/89 05:17 |2 5.39
09/J26/8? 06:07 „« .. 5.Q1-
09/26/89 06:36 SWL-CDE-01-03
09/26/89 07:39 midpoint
09/26/89 08:02 #2 5.09
09/26/89 08:43 SWL-CDE-01-04
09/26/89 10:30 «2 4.24
0
2.7 70
2.8
4.1 60
2947 4.5
6.3 40 9901 18000 178.2
3186 6.6
7.4
8.6 36
2251 8.9
10.3 36
3091 10.4
12.3 35 6991 10000 69.9
2573 12.6
13.3
2590 13.5
14.3 34
2595 14.6
2391 15.5
16.2 33
2695 16.7
2505 17.5 .-.-.-.
18.0 33 6673 12000 80.1
19.0
2548 19.4
20.1
2123 21.9
-------
COMBINED DEHATERING EFFLUENT (CDE) ~ LOW SOIL TEST
O
o
O
K*
CO
cp
rentm inventory
CDE
DATE TIME TANK NO. (gpm)
09/26/89 10:33 SWL-CDE-01-04
09/26/89 11:07 HI
09/26/89 13:23 SHL-CDE-01-04
09/26/89 13:49 fl 4.75
09/26/89 14:27 midpoint
09/26/89 15:32 SHL-CDE-02-01
09/26/89 15:52 11 4.90
09/26/89 16:52 SHL-CDE-02-01
09/26/89 17:05 fl 5.11
09/26/89 18:10 SHL-CDE-02-01
09/26/89 18:42 fl 4.91
09/26/89 19:50 midpoint
09/26/89 20:51 fl 4.82
09/26/89 21:31 SHL-CDE-02-02
09/26/89 22:46 SHL-CDE-02-02
09/26/89 23:21 fl 4.68
09/27/89 00:35 fl 4.42
09/27/89 01:35 SHL-CDE-02-02
09/27/89 02:20 midpoint
09/27/89 02:34 fl 4.49
09/27/89 03:05 SHL-CDE-02-03
09/27/89 04:25 SI 4.99
09/27/89 04:47 SHL-CDE-02-03
09/27/89 06:35 SHL-CDE-02-03
09/27/89 07:04 fl 4.52
09/27/89 08:49 midpoint
09/27/89 10:30 SI 4.35
PEHTA
CDE FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
RATE TIME TEMP PERIOD CONG. PERIOD CONG.
(Ibs/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
21.9 55
22.5
24.8 61 7037 12000 84.4
2382 25.2
25.8
26.9 62
2450 27.2
28.2 64
2559 28.5 . . . . . . .
29.5 40 6029 21000 126.6
2455 30.1
31.2
2410 32.2
32.9 50
34.1 49
2341 34.7
2213 36.0
37.0 46 6784 14000 95.0
37.7
2249 38.0
38.5 48
2492 39.8
40.2 46
42.0 36 6978 15000 104.7
2263 42.5
44.2
2426 45.9
-------
COMBINED DEWATERIHG EFFLUENT (CDE) — LOU SOIL TEST
Pent* Inventory
DATE
HOURS
FROM
——CDE RATE TIME TEMP
TIME TANK NO.
PENTA
CDE FLOW FLOW
DURING DURING AVERAGE
COMPOSITE PENTA COMPOSITE PENTA
PERIOD CONC. PERIOD COHC.
(ug/L)
(Ibs/hr) ZERO (F) (liters) (ug/L) (8)
O
o
O
09/27/89 11:03 SWL-CDE-02-04
09/27/89 11:22 *1 4 74
09/27/89 12:10 SWL-CDE-02-04
09/27/89 12:29 11 4-62
09/27/89 12:52 11 4-46
09/27/89 12:52 |2
09/27/89 14:51 SWL-CDE-02-0*
09/27/89 15:07
09/27/89 15:27 « 4.13
46.4 52
2371 46.7
47.5 66
2314 47.9
2229 48.2
48.2
50-2 74 6457 11000 71.0
50.5
2067 50.8
56850 809.9 14247
Two Significant Figures... 810 14 mg/l
-------
WASHED SOIL (WS) ~ HIGH SOIL TEST
Pent* Inventory
FEHTA
DATE
FS FLOW ' FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA ' COMPOSITE PENTA
RATE TEMP TIME PERIOD • CONG. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibi/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
o
o
4*
h*
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
23:38
23:48
00:49
01:50
02:26
03:40
04:05
05:12
05:41
06:08
07:04
07:28
09:20
10:23
11:31
11:51
12:30
13:21
15:00
18:30
18:50
19:12
19:45
20:45
22:16
22:25
WS-X
SWH-WS-01-01
WS-12
SWH-WS-01-01
WS-X
SWH-WS-01-01 .
WS-12
midpoint
SWH-WS-01-02
WS-X
WS-12
SWH-WS-01-02
WS-X
SWH-WS-01-02
Irregular performance
WS-12
WS-X
Irregular performance
HS-13
WS-14
SWH-WS-01-04
WS-13
SHH-HS-01-04
HS-15
621
55
454
54
454
52
471
53
450
412
70
373
78
begins
446
489
ends
197
476
44
472
43
443
-0.
1.
2.
2.
3.
4.
. 5.
5.
6.
7.
7.
9.
10.
11.
12.
12.
13.
15.
18.
19.
19.
20.
21.
22.
22.
2
0
0
0
6
9
3
4 -1393 44000 _. 61.3. -
9
3
3
7
5
6
7
1 1189 70000 83.2
7
6
2
7
0
4
0
0
5
6
-------
WASHED SOIL (WS) — HIGH SOIL TEST
Penta Inventory
PENTA
DATE
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA 'COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
t~-t
r
tU
to
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
23:52
00
:25
01:18
01
:30
WS-16
SWH-WS-01-04
midpoint
WS-15
02:12
03:11
03
04
OS
06
:40
:52
:46
:42
06:53
08
08
09
10
11
12
12
13
:00
:39
:47
:21
:53
:15
:56
:59
14:10
~15
16
:58
:OA
WS-16
WS-15
WS-16
SWH-WS-02-01
SWH-WS-02-01
SWH-WS-02-01
midpoint
WS-15
WS-16
WS-15
midpoint
WS-16
WS-15
17:36
18
18
19
:43
:SO
:50
midpoint
WS-16
SWH-WS-02-02
SWH-WS-02-02
SWH-WS-02-02
SWH-WS-02-03
SWH-WS-02-03
SWH-WS-02-03
SWH-WS-02-04
523 24
64 24
25
473 25
63 26
460 27
61 27
468 29
61 30
413 30
31
61 32
419 32
70 34
340 34
79 36
438 36
37
85 38
445 38
433 40
90 40
82 41
42
270 43
60 44
.1
.6 1429 49000 70.0
.5
.7
.4
.4
.9
.1
.0 1128 51000 57.5
.9
.1
.2
.9
.0
.6
•1 1213 59000 71.6
.5
.1
.2
.4
.2
.3
•8 939 73000 68.5
.9
.0
.0
-------
WASHED SOIL (US) -- HIGH SOIL TEST
Pent* Inventory
PEHTA
DATE
FS FLOH FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
' RATE TEMP TIME PERIOD COHC. PERIOD CONG
TIME DRUM ID SAMPLE ID
-------
HASHED SOIL (WS) -- HIGH SOIL TEST
Penta Inventory
PENTA
DATE
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
O 10/04/89
*— ' 10/04/89
^ 10/04/89
|7" 10/04/89
,. 10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
00:
01:
01:
02:
02:
03:
04:
05:
06:
07:
07:
08:
09:
10:
10:
12:
12:
13:
13:
00
20
40
46
50
53
25
55
05
32
44
55
15
07
42
10
12
35
39
14:52
15:49
16:
17:
18:
19:
48
;59
28
:45
20 : 05
WS-19
WS-18
SWH-WS-04-03
midpoint
WS-20
SWH-WS-04-04
WS-18
SWH-WS-04-04
WS-20
WS-18
SWH-WS-04-04
midpoint
WS-20
SWH-WS-05-01
WS-18
SWH-WS-05-01
WS-20
WS-18
SWH-WS-05-01
WS-20
midpoint
WS-21
SWH-WS-05-02
WS-20
SWH-WS-05-02
WS-18
514
575
516
515
484
506
518
568
572
587
651
. - -
306
470
5Q6
96.
97.
34 97.
99.
99.
28 100.
100.
28 102.
102.
103.
30 103.
105.
105,
46 106.
106.
63 108
108
109
59 109
111
112
113
54 114
114
52 116
116
2
5
9 1365 81000 110.6
0
0
1
6
1
3
7
9 • 1409 92000 129.6
,1
,5
.3
.9
.4
.4
.8
.9 1718 110000 189.0
.1
.0_- . ......
.0
.2
.7
.0
f 3
-------
WASHED SOIL (WS) — HIGH SOIL TEST
Pant* Inventory
PEHTA
DATE
FS FLOW FLOW
HOURS DURING DURIHG AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
RATE TEMP TIME PERIOD COHC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
0
o
H*
Cfl
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
21:26 SWH-WS-05-02
21:48 WS-20
22:20 midpoint
23:36 SWH-US-05-03
23:55 WS-18
01:35 SWH-WS-05-03
01:52 WS-20
03:37 WS-21
03:43 SWH-WS-05-03
04:56 midpoint
05:23 WS-20 .
06:10 SWH-WS-05-04
07:02 WS-21
07:34 SWH-WS-05-04
08:58 WS-22
10:15 SWH-WS-05-04
10:47 WS-21
11:06 midpoint
11:57 SWH-HS-06-01
12:48 WS-22
14:23 SWH-WS-06-01
14:37 HS-23
16:08 SWH-WS-06-01
16:17 WS-22
16:59 midpoint
17:50 SWH-WS-06-02
50 117.6 1310 110000 144.1
456 118.0
118.5
48 119.8
381 120.1
46 121.8
413 122.1
441 123.8
*0'123:9 1257 '92000'' 115.7 — ' ' "
125.1
446 125.6
46 126.4
465 127.2
46 127.8
447 129.2
52 130.5 1251 170000 212.6
442 131.0
131.3
66 132.2
397 133.0
64 134.6
477 134.8
55 136.3 1229 100000 122.9
502 136.5
137.2
54 138.0
-------
WASHED SOIL (WS) — HIGH SOIL TEST
Penta Inventory
PENTA
DATE
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE "PENTA' COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
o
o
H* '
*S*
(J3
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
17:55
19:21
19:35
21:22
22:05
22:48
23:02
23:31
00:48
01:49
02:25
03:43
03:44
03:56
WS-23
SWH-WS-06-02
WS-22
WS-24
SWH-WS-06-02
midpoint
WS-22
SWH-WS-06-03
WS-25
SWH-WS-06-03
WS-22
SWH-WS-06-03
WS-25
473
478
450
464
445
501
515
138.
52 139.
139.
141.
50 142.
143.
143.
48 143.
145.
46 146.
146.
43 147.
147.
148.
1
6
8
6
3 1227 110000 135.0
0
2
7
0
0
6
9 1081 110000 118.9
9
1
22857 1981.2 86680
Two Significant Figures... 2000 87 mg/kg
-------
MUNICIPAL WATER (MM) — HIGH SOIL TEST
Pent* Inventory
DATE
TIME
PENTA
MH FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TOTAL TOTAL TIME TEMP CHECK PERIOD CONG. PERIOD CONG.
(gpn) (Ibs/hr) ZERO (F) (gal) (liters) (ug/1) (g) (ug/1)
o
o.
o
M
>U
-sj
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
no/^n /flo ~
\jy 1 ju i oy
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
23:48
01:16
02:12
03:28
05:06
05:30
06:56
10:19
11:
1 1 •
it, •
12:
13:
15:
18:
20:
20:
22:
08
91
£ J
30
28
10
30
02
40
19
22:44
00:
01:
02:
03
11
OS
02:39
04:08
04:42
07:08
07:49
08:25
0.
SHH-MW-01-01
0.
0.
SHH-MW-01-01
0.
SWH-MW-01-01
0.
-..-,-, .Q . wu
45
56
50
52
35
an -
Irreg. perf. begins
0.
0.
Irreg. perf. ends
SWH-MW-01-02
0.
SHH-MW-01-02
0.
SWH-MH-01-02
0.
midpoint
0.
SWH-MW-02-01
60
30
50
50
85
87
0.50
0.51
SHH-MW-02-01
0.
.45
225
280
250
260
175
400
300
150
250
250
425
435
250
255
225
0
1.5
2.4 55
3.7
5.3
5.7 52
7.1
10.
11.
12
12
13
15
18
20
20
22
22
24
25
26
26
28
28
31
32
32
5 68 974 0 0.0
,3
5 . . - ...-.- - .
. 7 257
.7
.4
.7
.2 75
.9
.5 70
.9
.3 64 ' 139 0 0.0
.4
.3
.9
.3 61
.9
.3
.0 61
.6
-------
MUNICIPAL WATER (MM) — HIGH SOIL TEST
Pent* Inventory
PENTA
MH FLOW FLOW
o
o
0
1 I
r— k
.fv
w^
06
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
- 10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
TIME
10:
10:
13:
06
36 SWH-MW-02-01
07 midpoint
14:39
15:
21
TOTAL TOTAL
(epm) (lbs/hr)
0
0
0
.78
.65
.65
390
325
325
15:39 SWH-MW-02-02
16:
20:
30
06 SWH-MW-02-02
20:26
22:
23:
23:
00:
08:
08:
10:
11:
12:
14:
16:
16:
IB:
20:
20:
21:
21:
23 :
28
38 SWH-MW-02-02
40
24
00
33
29
54 SWH-MW-04-01
14
48
11 SWH-MW-04-01
33
08 .-...-. --
13 SWH-MW-04-01
21
37 midpoint
55
01 SWH-HW-04-02
0
0
0
0
0
0
0
0
0
0
0
0
.85
.00
.00
.60
.75
.70
.40
.72
.45
. 75 —
.00
.00
425
0
0
300
375
350
200
360
225
375
0
0
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA ,
TIME TEMP CHECK PERIOD CONC. PERIOD CONG.
ZERO (F) (gal) (liters) (ug/l) (g) (ug/1)
34
34
37
38
39
39
40,
44.
44,
46.
47.
47.
48.
80,
80,
82,
84,
84.
87.
88.
88.
90.
92.
92.
93.
94.
95.
.3
.8 78 1083 0 0.0
.3
.9
.6
.8 90
.7
.3 68
.6
7
.8 50 209 0 0.0
.9 378
.6
.2
.8
.7
,1 55
,4 •
,0
,4 50
8
,3"' - - • - • • • - - - - ..-.._ . - .
4 43 1158 0 0.0
6
8
1
2 39
-------
MUNICIPAL WATER (KM) — HIGH SOIL TEST
Pent* Inventory
PENTA
HW FLOW FLOW
0
o
H-*
*£^>
CD
DATE
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
TIME
23:49
01:
29
03:37
03:50
05:34
07:
07:
09:
10:
30
40
51
25
12:O3
12:21
13:
17:
17:
19:
21:
21:
23:
23:
01:
59
35
56
57
32
40
31
45
31
02:15
04:
05:
06:
10:
10:
11:
30
55
12
03
39
36
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TOTAL TOTAL TIME TEMP CHECK PERIOD CONG. PERIOD CONG.
(gpm) (Ibs/hr) ZERO (F) (g«l) (liters) (ug/l) (g) (ug/1)
0
0
0
SWH-MW-04-02
0
0
SWH-MW-04-02
midpoint
0
" SWH-MW-05-01"
0
0
0
SWH-MW-05-01
0
SWH-MW-05-01
0
midpoint
0
SWH-MW-05-02
0
0
0
SWH-MW-05-02
SWH-MW-05-02
0
0
.00
.00
.00
.00
.33
.00
.60
.30
.00
.00
.00
.00
.00
.00
.00
.30
.60
0
0
0
0
165
0
300
150
0
0
0
0
0
0
0
150
300
96
97
99
100
101
103
103
106
106
108
108
110
113
114
116
117
117
119
120
121
122
124
126
126
130
130
131
.0
.7
.8
.0 28
.8
.7
• 9 30 145 0 0.0
.1
.6
73 63 " " . " "" * '
.6
.2
.8
.1 54
.2
.7 50 152 0 0.0
.9
.7
.0
.7 46
.5
.7
.1
.4 46
-3 52 211 0 0.0
.9
.8
-------
MUNICIPAL WATER (MW) -- HIGH SOIL TEST
o
o
o
en
o
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
Penta Invento
TIME
12
14
14
16
17
18
:12 midpoint
:21 SWH-MW-06-01
:48
:34
:42 SWH-MW-06-01
:28
19:45
22:02 SWH-MW-06-01
23:12
23:53 midpoint
00:02
01:28
01:44 SWH-MW-06-02
03
03
03
:23
:44
:44 SWH-MW-06-02
ry PENTA
MW FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TOTAL TOTAL TIME TEMP CHECK PERIOD ' CONG. PERIOD CONG.
(gpm) (Ibs/hr) ZERO (F) (gal) (liters) (ug/1) (g) (ug/1)
0
0
0
0
0
0
0
0
.30
.30
.00
.00
.00
.00
.00
.00
150
150
0
0
0
0
0
0
132
134
135
136
137
138
140
142
143
144
144
145
145
147
147
147
.4
.6 64
.0
.8
.9 57
.7
.0
.2 50 110 .0 0.0
.4
.1
.2
.7
.9 46
.6
.9
.9 46 469 0 0 0.0
1105 4182
Two Significant Figures...
0.0
0.0 0.0 mg/1
-------
FEED SOIL (FS) ~ HIGH SOIL TEST
Penta Inventory
PEHTA
FS FLOW FLOW
o
o
o
t~4
en
H»
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
~ 09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
TIME
SAMPLE ID
HOURS DURING DURING AVERAGE
FEED FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TIME TEMP PERIOD COHC. PERIOD CONG.
(Ibs/hr) ZERO (F) (kg) (tig/kg) (g) (ug/kg)
23:48
01:
01:
15
AS
SWH-FS-01-01
03:26
03:
OS:
OS:
06:
06:
07:
10:
37
OS
09
02
55
02
04
10:18
11:06
11:
12:
12:
13:
IS:
18:
18:
18:
19:
20:
22:
22:
00:
SO
19
30
27
OS
00
30
53
36
38
11
43
24
SWH-FS-01-01
SHB-FS-01-01
midpoint
SWH-FS-01-02
SWH-FS-01-02
SWH-FS-01-02
Irreg. perf.
Irreg. perf.
SWH-FS-01-04
SWH-FS-01-04
SWH-FS-01-04
316
340
309
264
319
329
beglni
319
319
86
ends
311
323
347
1
2
3
3
5
5
6
7
7
10
10
11
12
12
12
13
15
18
18
19
19
20
22
22
24
0
.5
.0 55
.6
.8 54
.3
.3 52 908 730000 662.5
.2
.1
.2 53
.3
.5
.3
.0 859 740000 635.8
.5
.7
.7
.3
.2
.7
.1
.8 75
.8
.4 70
.9
.6 64 975 350000 341.4
-------
FEED SOIL (FS) — HIGH SOIL TEST
Penta Inventory
o
o
I—*
I ~
en
to
— _ -
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
01
01
01
:06
:10
:49
PENTA
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FEED FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TIME TEMP PERIOD CONG. PERIOD CONC.
SAMPLE ID
-------
FEED SOIL (FS) — HIGH SOIL TEST
Pent* Inventory
o
o
o
1 1
r*M«
CJI
CO
DATE
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
TIME
23:28
23:40
00:23
08:00
08:31
10:00
10:27
11:52
12:13
14:26
14:47
15:19
16:13
16:32
17:36
18:08
19:59
20:20
21:03
21:55
22:08
23:09
23:48
01:27
01:39
02:41
PEHTA
FS FLOH FLOW
HOURS DURING DURIHG AVERAGE
FEED FROM COMPOSITE PENTA COMPOSITE PEHTA
RATE TIME TEMP PERIOD CONC. PERIOD CONG.
SAMPLE ID
-------
FEED SOIL (FS) — HIGH SOIL TEST
Penta Inventory
PENTA
FS FLOW FLOW
0
o
o
en
>£fc
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
TIME
03
03
:35
:44
HOURS DURING DURING AVERAGE
FEED FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TIME TEMP PERIOD CONG. PERIOD CONC.
SAMPLE ID (Iba/hr) ZERO (F) (kg) (ug/kg) (g) (ug/kg)
SWH-FS-04-04
05:33
06
:03
SWH-FS-04-04
07:29
07:42
08
:52
10:03
10:24
11:59
12:20
13
13
:38
:57
SWH-FS-04-04
midpoint
SWH-FS-05-01
SWH-FS-05-01
SWH-FS-05-01
15:40
15
17
17
19
19
21
21
22
23
23
01
:45
:35
:52
:43
:57
:36
:40
:34
:33
:45
:29
midpoint
SWH-FS-05-02
SWH-FS-05-02
SWH-FS-05-02
- - -
midpoint
SWH-FS-05-03
SWH-FS-05-03
459 99
99
415 101
102
447 103
103
105
106
468 106
108
462 108
109
555 110
404 111
112
286 113
114
115
373 116
117
345 117
118
119
299 120
121
347 122
.8
.9 28
.8
.3 28
.7
.9 30 1243 910000 1131.4
.1
.3 45
.6
.2 63
.5
.8 59 1461 730000 1066.2
.2
.9
.0
.8
.1 54
.9 52
.2
.8 50 1030 680000 700.3
.9 - • - - - - - -
.8
.8 48
.0
.7 46
. D
-------
FEED SOIL (FS) — HIGH SOIL TEST
Pents Inventory
DATE
TIME
HOURS
FEED FROM
RATE TIME TEMP PERIOD
SAMPLE ID (Ibs/hr) ZERO (F) (kg)
PENTA
FS FLOW FLOW
DURING DURING 'AVERAGE
COMPOSITE PENTA COMPOSITE PENTA
CONG. PERIOD CONG.
(ug/kg) (g) (ug/kg)
o
0
o
H-*
O1
Of
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
03:50 SHH-FS-05-03
04:30
04:55 midpoint
05:55
06:00 SHH-FS-05-04
07:30 SHH-FS-05-04
10:10 SHH-FS-05-04
10:39
11:00 midpoint
11:36
11:51 SWH-FS-06-01
14:28 SWH-FS-06-01
14:46
15:49 SWH-FS-06-01
16:42 midpoint
17:36 SWH-FS-06-02
18:28
19:18 SWH-FS-06-02
19:45
22:02 SWH-FS-06-02
22:48 midpoint
23:12
23:34 SWH-FS-06-03
00:02
01:28
01:37 SWH-FS-06-03
124.0 48 954 770000 734.2
330 124.7
125.1
342 126.1
126.2 46
127.7 46
130.4 52 906 910000 824.3
-333 130.9 --....„ .......
131.2
216 131.8
132.1 64
134.7 64
380 135.0
136.0 55 916 420000 384.6
136.9
137.8 54
354 138.7
139.5 52
379 140.0
142.2 50 975 610000 594.8
143.0
341 143.4
143.8 48
293 144.2
398 145.7
145.8 46
-------
FEED SOIL (FS) — HIGH SOIL TEST
Pent* Inventory
PENTA
FS FLOW FLOW
HOURS DURING DURING AVERAGE
FEED FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TIME TEMP PERIOD CONG. PERIOD CONG.
DATE TIME SAMPLE ID (Ibs/hr) ZERO (F) (kg) (ug/kg) (g) (Ug/kg)
10/06/89 03:22
10/06/89 03:31 SWH-FS-06-03
10/06/89 03:44
410 147.6
147.7 43
147.9
853 640000 545.7
17589 11880.8 675449
_. Two Significant Flglres... 12000 680 mg\kg
Q
H*
Ol
cn
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Penta Inventory
o
o
o
H*
en
-4
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89,
10/01/89
10/01/89
10/01/89
10/01/89
TIME
23:48
02:05
03:45
05:16
06:12
06:16
07:17
10:34
.11:04
12:04
12:30
16:25
18:30
19:05
19:40
22:05
00:27
00:33
01:15
02:03
04:00
06:07
06:11
07:10
08:13
09:58
PENTA
FPC FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONC.
DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
SWH-FPC-01-01
SUH-FPC-01-01
SWH-FPC-01-01
FPC-15
midpoint
SWH-FPC-OI-02
SWH-FPC-01-02
FPC-16
SWH-FPC-01-02
Lrreg. pecf. begins
FPC-17
irreg. perf. ends
FPC-18
SWH-FPC-01-04
SWH-FPC-01-04
SWH-FPC-01-04
FPC-19
midpoint
SWH-FPC-02-01
SWH-FPC-02-01
SWH-FPC-02-01
FPC-20
midpoint
SHH-FPC-02-02
SWH-FPC-02-02
0.0
39 2.3
39 4.0
38 5.5 204 1200000 244.7
69 6.4
6.5
38 7.5
70 10.8
102 11.3
46 12.3 279 1400000 391.1
12.7
90 16.6
18.7
23 19.3
45 19.9
44 22.3
42 24.7 246 1400000 344.3
86 24.8
25.5
41 26.3
41 28.2
41 30.3 224 1200000 268.7
84 30.4
31.4
41 32.4
70 34.2
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Penta Inventory
o
o
o
1— *
Ul
ort
\&~t
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
TIME
11
12
13
14
16
17
18
:50
:37
:05
:20
:07
:47
:51
19:55
20
22
23
23
00
07
:00
:24
:35
:40
:45
:40
PENTA
FPC FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONC.
DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
SWH-FPC-02-02
FPC-21
midpoint
SWH-FPC-02-03
SWH-FPC-02-03
SWH-FPC-02-03
midpoint
SWH-FPC-02-04
FPC-22
SWH-FPC-02-04
SWH-FPC-02-04
FPC-23
08:00
10
11
14
14
IS
16
17
19
:04
:58
:28
:57
:21
:T5
:38
:42
20:09
21
22
:10
:12
SWH-FPC-04-01
SWH-FPC-04-01
SWH-FPC-04-01
FPC-24
midpoint
SWH-FPC-04-02
SWH-FPC-04-02
FPC-25
SWH-FPC-04-02
midpoint
SWH-FPC-04-03
78 36
79 36
37
85 38
90 40
82 42
43
43 44
67 44
39 46
SO 47
47
56 49
79
80
34 82
39 84
36 86
77 87
87
"38 88
37 89
116 91
35 92
93
34 94
.0 208 910000 189.6
.8
.3
.5
.3
.0 175 1400000 245.1
.1
.1
.2
.6
.8 128 1000000 128.1
.9
.0
.9
.2
.3
.2
.7 264 520000 137.5
.2
.6
.5 " " ~
.8
.9
.4 315 1900000 597.9
.4
.4
-------
DATE
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Penta Inventory
FPC FLOW
HOURS DURING
FROM COMPOSITE
RATE TEMP TIME PERIOD
TIME DRUM ID SAMPLE ID (Ibj/hr) (F) ZERO (kg)
PENTA
FLOW
DURING AVERAGE
PENTA COMPOSITE PENTA
CONG. PERIOD CONC.
(ug/kg) (g) (ug/kg)
o
0 ""*"
0
M.
CJI
CD
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
23:02
23:25
01:53
02:54
03:55
04:42
06:08
07:46
08:58
09:37
10:10
12:14
13:42
15:45
15:51
18:00
19:50
21:31
21:52
22:35
23:39
01:38
03:47
04:58
05:53
06:09
FPC-26
midpoint
FPC-27
midpoint
FPC-28
FPC-29
midpoint
FPC-30
midpoint
midpoint
FPC-31
SHH-FPC-04-03
SHH-FPC-04-03
SWH-FPC-04-04
SWB-FPC-04-04
SHH-FPC-04-04
SWH-FPC-05-01
SWH-FPC-05-01
SWH-FPC-05-01
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPC-05-03
SWH-FPC-05-03
SWH-FPC-05-03
SWH-FPC-05-04
34
129
33
31
94
31
31
103
36
48
40
83
39
38
38
64
37
36
37
65
36
95
95
98
99
100
100
102
104
105
105
106
108
109
112
112
114
116
117
118
118
119.
121.
124.
125.
126.
126.
.2
.6
•1 279 1500000 418.9
.1
.1
.9
.3
.0 275 1600000 440.7
.2
.8
.4
.4
•9 265 1600000 423.6
.0
.1
.2
.0
•7 196 680000 133.2
.1
.8
,9
8
0 189 1800000 339.3
2
1
4
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Penta Inventory
o
o
o
h-»
05
O
DATE
10/05/89
10/05/89
10/05/89
• 10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
TIME DRUM ID
07:
33
10:17
11:
12:
14:
15:
15:
16:
17:
19:
21:
09 midpoint
02
33
20 FPC-32
53
48 midpoint
43
23
40 FPC-33
22:05
22:
23:
53 midpoint
42
01:47
03:
03:
04:
37
44
01 FPC-34
RATE TEMP
SAMPLE ID (Ibs/hr) (F)
SWB-FPC-05-04
SWH-FPC-05-04
SWH-FPC-06-01
SWH-FPC-06-01
SWH-FPC-06-01
SWH-FPC-06-02
SWH-FPC-06-02
SWH-FPC-06-02
SWH-FPC-06-03
SWH-FPC-06-03
SWH-FPC-06-03
36
38
43
42
57
42
39
38
74
38
37
36
35
72
PENTA
FPC FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TIME PERIOD CONG. PERIOD CONG.
ZERO (kg) (ug/kg) (g) (ug/kg)
127
130
131
132
134
135
136
137
137
139
141
142
143
143
146
147
147
148
.8
.5 164 1600000 263.2
.4
.2
.8
.5
•1 158 630000 99.4
.0
.9
•6
.9
.3 203 1100000 223.1
.1
.9
.0
.8 158 1500000 237.4
.9
.2
3931 5125.7 1303944
Two Significant Figures... 5100 1300 mg\kg
-------
DATE
FINE OVERSIZE (FO) — HIGH SOIL TEST
Penta Inventory
PENTA
FO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
0
o
H*
05
t A
H*
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
23:43
23:48
01:52
03:38
05:14
06:10
07:06
11:00
12:09
12:30
18:30
19:10
19:50
21:55
00:12
01:02
01:52
03:40
05:55
06:58
08:02
09:58
12:07
13:12
14:17
16:22
SHH-FO-01-01
SWH-FO-01-01
SWH-FO-01-01
midpoint
SHB-FO-01-02
. SHH-FO-01-02
SWH-FO-01-02
Lcreg. perf. begins
Irreg. perf. ends
FO-4
SWH-FO-01-04 "
SHH-FO-01-04
SHH-FO-01-04
midpoint
SUH-FO-02-01
SWH-FO-02-01
SWH-FO-02-01
midpoint
SHH-FO-02-02
SWH-FO-02-02
SUH-FO-02-02
midpoint
SHH-FO-02-03
SHH-FO-02-03
55
54
52
53
74
78
15
75
70
64
63
61
61
61
70
79
85
90
-0.
2.
3.
5.
6.
7.
11.-
12.
12.
18.
19.
20.
22.
24,
25,
26
27
30
31
32
34
36
37
38
40
1
0
1
8
4
4
3
2
4
7
7
4
0
,1
_ 4
.2
.1
.9
.1
.2
.2
.2
.3
.4
.5
.6
44 460000 20.0
_„_ ... _ .„_ . . _ - ., .-..._.
43 430000 18.6
43 520000 22.3
39 660000 25.7
41 1100000 44.9
-------
DATE
FINE OVERSIZE (FO) — HIGH SOIL TEST
Penta Inventory
PENTA
FO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
TIME DRUM ID SAMPLE ID (lbs/hr) (F) ZERO (kg) (ug/kg) (g)
-------
DATE
TIKE
FIHE OVERSIZE (FO) — HIGH SOIL TEST
Penta Inventory
PEHTA
FO FLOW FLOW
HOURS DURIHG DURIH5 AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) Cug/kg) (g) (ug/kg)
O"
o
0
h-i.
O3
CO
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10
12
15
16
17
:12
:07
:03 midpoint
:30 FO-8
:59
19:44
21:20
22
23
01
03
04
06
07
10
11
:27 midpoint
: 34
:25
:40
:50 midpoint
:00
:28
:27
:12 FO-9
SHH-FO-05-01
SHH-FO-05-01
SWH-FO-05-02
SHH-FO-05-02
SWH-FO-05-02
SBH-FO-05-03
SHH-FO-05-03
SHH-FO-05-03
SWH-FO-05-04
SHH-FO-05-04
SHH-FO-05-04
46
63
39
54
52
50
48
46
48
46
46
52
19
11:19
12
14
16
16
17
19
21
22
23
:12
:38
:07
:53 midpoint
:40
:21
:53
:43 midpoint
:33
SWH-FO-06-01
SHH-FO-06-01
SHH-FO-06-01
SHH-FO-06-02
SUH-FO-06-02
SUH-FO-06-02
SHH-FO-06-03
66
64
55
54
52
50
48
106
108
111
112
114
115
117
118
119
121
123
125
126
127
130
131
131
132
134
136
137
137
139
142
142
143
.4
.3
.3
.7
.2
.9
.5
.7
.8
.6
.9
.0
.2
.7
.7
.4
.5
.4
.8
.3
.1
.9
.6
.1
.9
.8
110 1400000 153.4
78 910000 71.0
56 910000 50.9
57 1300000 74.1
54 1300000 70.6
57 1300000 73.9
-------
DATE
FINE OVERSIZE (FO) — HIGH SOIL TEST
Penta Inventory
PEHTA
FO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONG.
TIME DRUM ID SAMPLE ID (ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
10/06/89 01:39 SWH-FO-06-03
10/06/89 03:31 SHH-FO-06-03
10/06/89 03:4*
10/06/89 03:58 FO-10
— • _
46 145.9
43 147.7
147.9
22 148.2
49 1300000 63.6
O
O
O
FO-6 contained material collected
during operating periods not
within the scope of the
1007
Two Significant Figures.
906.9 900185
910
900 mg\kg
-------
DATE
COARSE OVERSIZE (CO) ~ HIGH SOIL TEST
Pent* Inventory
• PENTA
CO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
o
o
^5
CJ1
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
23:48
23:51
02:10
03:44
05:32
06:26
07:20
10:00
10:25
11:55
12:30
18:30
19:15
20:06
22:08
00:32
01:23
02:15
03:35
04:05
05:49
06:49
07:50
09:48
11:48
12:53
SHB-CO-01-01
SWH-CO-01-01
SWH-CO-01-01
midpoint
SWB-CO-01-02
CO-8
SWfl-CO-01-02
SWH-CO-01-02
irr«g. p«rf. begins
Irreg. perf. ends
CO- 9
SWH-CO-01-04
SWB-CO-01-04
SWH-CO-01-04
midpoint
SWH-CO-02-01
CO-10
SWH-CO-02-01
SWH-CO-02-01
midpoint
SWH-CO-02-02
SWH-CO-02-02
SWH-CO-02-02
midpoint
55
54
52
53
43
70
78
33
75
70
64
63
51
61
61
61
70
78
0
0.1
2.4
3.9
5.7 129 1500000 194.1
6.6
7.5
10.2
10.6
12.1 107 1200000 128.5
12.7
18.7
19.5
20.3
22.3
24.7 154 1100000 169.1
25.6
26.5
27.8
28.3
30.0 121 970000 117.0
31.0
32.0
34.0
36.0 130 830000 108.2
37.1
-------
COARSE OVERSIZE (CO)
Pent* Inventory
DATE TIME DRUM ID SAMPLE ID
— HIGH SOIL TEST
PENTA
CO FLOW FLOW
HOURS DURING DURIHG AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONC. PERIOD CONC.
Ubs/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg)
o
0
o
1. .
pw
3}
*<* 9
OT
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
12:53 CO-11
13:56
16:00
17:49
18:54 midpoint
20:00
22:14
23:38
23:40
00:45 CO- 12
03:47
05:35 CO-14
08:00
10:01
11:16 CO-15
11:57
14:35
15:27 midpoint
16:15 CO-16
16:19
17:43
20:04
21:10 midpoint
21:10 CO-17
22:15
2*3:08
SWH-CO-02-03
SWH-CO-02-03
SWH-CO-02-03
SWH-CO-02-04
SWH-CO-02-04
SWH-CO-02-04
SWH-CO-04-01
SWH-CO-04-01
SWH-CO-04-01
SWH-CO-04-02
SWH-CO-04-02 "
SWH-CO-04-02
SWH-CO-04-03
SWH-CO-04-03
47
85
90
82
20
54
50
38
95
37
72
55
46
77
50
48
43
82
37
39
37
38
40
42
43
44
46
47
47
49
76
77
80
82
83
84
86,
87.
88.
88.
89.
92.
93.
93.
94.
95.
.1
.1
.2
.0 103 680000 70.0
.1
.2
.4
.8 81 1400000 113.9
.9
.0
.0
.8
.2
.2
.5
.2
.8 252 1400000 353.4
.7
,5
5
9
3 212 1600000 338.5
4
4
5
3
-------
DATE
TIME
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Penta Inventory
PENTA
CO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
RATE TEMP TIME PERIOD COHC. PERIOD CONC.
DRUM ID SAMPLE ID (Ibi/hr) (F) ZERO (kg) (tig/kg) (g) (ug/kg)
o
o
o
-------
DATE
TIME
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Pent* Inventory
PENTA
CO FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
RATE TEMP TIME PERIOD CONG. PERIOD CONG.
DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/fcg) (g) (ug/kg)
1
o
o
0
H*
O5
00
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10:12
11:03 midpoint
11:55
14:22 CO-24
14:30
15:51
16:49 midpoint
17:47
17:48 CO-25
19:26
21:48
22:43 midpoint
23:39
01:42
02:46 CO-26
03:39
03:44
04:03 CO-27
SWH-CO-05-04
SWH-CO-06-01
SWH-CO-06-01
SWH-CO-06-01
SHH-CO-06-02
SWH-CO-06-02
SWH-CO-06-02
SWH-CO-06-03
SWH-CO-06-03
SWH-CO-06-03
52
66
62
66
55
54
123
52
59
48
46
58
43
91
130
131
132
134
134
136
137
138
138
139
142
142
143
145
147
147
147
148
.4
.3
.1
.6
.7
.1
.0
.0
.0
.6
.0
.9
.9
.9
.0
.9
.9
.3
181 1000000 180.8
230 3400000 783.2
184 2100000 387.3
146 1800000 262.7
3132 4356.2 1390837
Two Significant Figures... 4400 1400 rag\kg
-------
COMBINED DEHATERING EFFLUENT (CDE) -- HIGH SOIL TEST
Pent* Inventory
o
o
o
DATE
09/29/69
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
TIME
23:48
01:17
02:03
03:31
03:42
05:11
05:15
06:15
06:59
07:16
09:35
09:58
10:39
10:48
10:48
11:58
12:25
12:30
15:05
16:36
18:30
18:51
20:00
20:44
21:50
23:59
TANK HO SAMPLE ID
fl
SWH-CDE-01-01
fl
SWH-CDE-01-01
fl
SWH-CDE-01-01
midpoint
fl
SWH-CDE-01-02
fl
fl
SHH-CDE-01-02
SI
12
SWH-CDE-01-02
f2
system Irreg. begins
12
S2
system Irreg. ends
12
SHH-CDE-01-04
*2
SHH-CDE-01-04
SWH-CDE-01-04
CDE RATE
(gpm) (Ibs/hr)
4.25 2127
4.84 2421
5.20 2601
4.68 2344
2.19 1095
3.25 1626
3.94 1972
4.07 2038
3.92 1961
4.22 2114
3.28 1639
PENTA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
TIME TEMP PERIOD CONC. PERIOD CONG.
ZERO (F) (liters) (ug/L) (g) (ug/L)
0
1.5
2.3 55
3.7
3.9 54
5.4
5.5 52 6689 99000 662 2
6.5
7.2
7.5 53
9.8
10.2
10.9 70
11.0
11.0
12.2 77 5949 170000 1011.4
12.6
12.7
15.3
16.8
18.7
19.1
20.2 75
20.9
22.0 70
24.2 64 5718 130000 743.4'
-------
DATE
COMBINED DEWATERIHG EFFLUENT (CDE) -- HIGH SOIL TEST
Pent* Inventory
PENTA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
CDE RATE TIME TEMP PERIOD CONG. PERIOD CONG.
TIME TANK NO SAMPLE ID (gpm) (Ibs/hr) ZERO (F) (liters) (ug/L) " (g) (ug/L)
o
o
h-*
1
O
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
01
01
:04
:15
midpoint
*2
02:10
02
03
04
05
06
:37
:57
:43
:53
:55
07:09
12
12
SHH-CDE-02-01
SHH-CDE-02-01
SHH-CDE-02-01
midpoint
12
07:58
08
:22
12
09:43
10
10
12
13
13
14
15
15
17
17
18
19
20
22
:08
:40
12
SHH-CDE-02-02
SHH-CDE-02-02
SHH-CDE-02-02
:21 midpoint
:15
:15
:02
:17
:41
:21
:42
:54
:27
:06
:00
#2
#1
fl
11
SHH-CDE-02-03
SHH-CDE-02-03
SHH-CDE-02-03
midpoint
»1
11
SHH-CDE-02-04
25.
4.04 2021 25.
26.
3.66 1833 26.
28.
4.31 2158 28.
30.
31.
4.06 2032 31.
32.
4.18 2093 32.
33.
3.67 1835 34.
34.
36.
4.07 2036 37.
37.
38.
3.24 1621 39.
39.
3.81 1904 41.
41.
43.
3.86 1931 43.
44.
3.72 1860 46.
3
5
4 63
8
2 61
9
1 61 5390 110000 592.9
1
4
2 61
6
9 70
3
9 78 4883 120000 586.0
6
5
5
2 85
5
9 90
6
9 82 5472 88000 481.6
1
7
3 68
2
-------
COHBIHED DEWATERIHG EFFLUENT (CDE) — HIGH SOIL TEST
Pent* Inventory
-
o
o
o
»-*
XI
u*
DATE
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
-10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
TIME
22:21
23:32
23:40
00:22
07:31
08:00
10:08
10:25
-1-1:51-
12:13
14:31
14:50
15:21
16:12
17:39
19:26
20:05
21:11
21:30
22:17
22:52
23:07
23:39
01:29
01:52
02:55
TANK HO SAMPLE ID
SWH-CDE-02-04
SWH-CDE-02-OA
fl
12
SHH-CDE-04-01
»2
SHH-CDE-04-01
#2
SHH-CDE-04-01
12
midpoint
SWH-CDE-04-02
SWH-CDE-04-02
12
SWH-CDE-04-02
midpoint
#2
SWH-CDE-04-03
»2
SUH-CDE-04-03
»2
#2
SWH-CDE-04-03
midpoint
PENTA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
CDE RATE- TIME TEMP PERIOD COHC. PERIOD CONG.
(SP«n) (Ibs/hc) ZERO (F) (liters) (ug/L) (g) (Ug/L)
46.6 54
47.7 50 4048 61000 246.9
47.9
3.74 1870 48.6
79.7
80.2
82.3 37
3.49 1748 82.6
84: 1 55
3.37 1686 84.5
86 -7 46 5883 48000 282.4
3.69 1845 87.0
87.6
88.4 50
89.9 48
3.36 1682 91.6
»
92.3 43 439* 46000 202.1
93.4
3.23 1616 93.7
94.5 37
3.26 1633 95.1
95.3 39
3.22 1609 95.9
3.15 1577 97.7
98-l 3* 4249 44000 187.0
99.1
-------
COMBINED DEWATERING EFFLUENT (CDE) — HIGH SOIL TEST
Pent* Inventory
o
o
o
•1
ro
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04789
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
. 10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
TIME
03:34
03:58
05:29
06:00
07:30
07:45
08:56
09:33
10:08
10:28
12:12
12:24
13:40
14:04
15:51
17:36
18:02
19:38
19:47
21:25
21:26
22:31
23:37
23:50
01:25
01:45
CDE F
TANK NO SAMPLE ID (gpm) (
12 3.44
SWH-CDE-04-04
f2 ' 3.35
SWH-CDE-04-04
f2 3.47
SWH-CDE-04-04
midpoint
fl
SWH-CDE-05-01
fl 2.48
SWH-CDE-OS-01
fl 2.75
SWH-CDE-05-01
fl 2.88
midpoint
fl 1.93.
SWH-CDE-05-02
fl 2.64
SWH-CDE-05-02
fl 3.08
.SWHrCDE-05-02
midpoint
SWH-CDE-05-03
fl 3.20
SWH-CDE-05-03
*1 3.06
PENTA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
LATE TIME TEMP PERIOD CONC. PERIOD CONC.
Ibs/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
1722 99.8
100.2 28
1678 101.7
102.2 28
1738 103.7
104.0 30 4696 45000 211.3
105.1
105.8
106.3 46
1241 106.7
108.4 61
1374 108.6
109.9 59 3937 51000 200.8
1443 110.3
112.0
964 113.8
114.2 54
1323 115.8
116.0 52
1541 117.6
_ - . . _ -117-.6 50 -4040 77000 - - 311- -1- - ~ - ~ - -
118.7
119.8 48
1602 120.0
121.6 46
1532 122.0
-------
COMBINED DEUATERING EFFLUENT (CDE) — HIGH SOIL TEST
Pent* Inventory
DATE TIME TANK HO SAMPLE ID
PENTA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
CDE RATE TIME TEMP PERIOD CONG. PERIOD CONG.
(jpra) (Ibs/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
o
o
o
t«4
to-
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
03:32
03:45
04:59
05:35
06:14
07:42
07:49
10:12
10:45
11:05
11:58
14:25
14:50
15:20
15:20
15:56
16:51
17:28
17:47
19:22
19:34
21:26
22:08
22:52
23:27
23:3*7
11 2.69
SHH-CDE-05-03
midpoint
»1 2.76
SUH-CDE-05-04
11 2.15
SHH-CDE-05-G4
SHH-CDE-05-04
»1~ "* 2.12
midpoint
SUH-CDE-06-01
SUH-CDE-06-01
11 3.32
11 "' 2.02
«2
SUH-CDE-06-01
midpoint
*2 1.99
SHH-CDE-06-02
SHH-CDE-06-02
*2 2.48
*2 2.29
SWH-CDE-06-02
midpoint
12 2.18
SWH-CDE-06-03
1346 123
124
125
1383 125
126
1078 127
128
130
1059 131
131
132
134
1661 135
1009 135
135
136
137
994 137
138
139
1243 139
1146 141
142
143
1093 143
143
.7
.0 48 4289 63000 270.2
.2
.8
.4 46
.9
.0 46
.4 52 3123 44000 137.4
.0
.3
.2 66
.6 64
.0
.5
.5
.1 55 3743 63000 235.8
.1
.7
.0 54
.6 50
.8
.6
.3 50 3145 51000 160.4
.1
.7
.8 48
-------
COMBINED DENATURING EFFLUENT (CDE) -- HIGH SOIL TEST
Penta Inventory
PENIA
FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
CDE RATE-— TIME TEMP PERIOD CONC. PERIOD CONC.
DATE TIME TANK NO SAMPLE ID (gpo.) (1bS/hr> ZERO (F) (liter,) (ug/L) (., (ug/IO
10/06/89 01:29 #2
10/06/89 01:45
10/06/89 03:28 12
10/06/89 03:42
10/06/89 03:44
10/06/89 05:22 »2
2.42 1213 145.7
SHH-CDE-06-03 us.O 46
2.43 1217 147.7
SHH-CDE-06-03 147.9 43
147.9
2.13 1065 149.6
2647 36000
95.3
O
O
O
82295 6618.0 80418
Two Significant Figures... 6600 80 mg/l
-------
ATS TREATED RECYCLE HATER (ATW) -- HIGH SOIL TEST
Pent* Inventory
o
1— *
r
01
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
TIME TANK HO. SAMPLE ID I
23:48
01:17 14
02:08 SWH-ATH-01-01
03:31 «4
05:11 14
05:28 SHH-ATH-01-01
05:45 14
06:59 13
09:35 13
09:58 «3
10:23 SHH-ATH-01-01
10:47 13
12:25 J3
12:30 jystem Irreg. begin
15:05 13
16:36 03
18:30 system Irreg. end
18:51 $3
20:08 SHH-ATW-01-02
20:44 13
22:13 SHH-ATH-01-02
00:07 SHH-ATU-01-02
01:15 13
01:*22 midpoint
PENTA
ATH FLOW FLOH
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TIME TEMP PERIOD CONG. PERIOD CONG.
Cgpra) (Iba/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
0
1.5
2.3 55 '
3.80 1903 3.7
3.79 1898 5.4
5.7 52
2.69 1344 6.0
3.67 1834 7.2
3.66 1832 9.8
1.38 691 10.2
10.6 68 10211 2400 24.5
3.30 1652 11.0
3.33 1668 12.6
12.7
3.35 1677 15.3
3.13 1566 16.8
18.7
3.29 1644 19.1
20.3 75
3.77 1B88 20.9
22.4 70
24.3 64 5582 3900 21.8
3.52 1761 25.5
25.6
-------
DATE
ATS TREATED RECYCLE WATER (ATW) -- HIGH SOIL TEST
Penta Inventory
PENTA
ATW FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TIME TEMP PERIOD CONC. PERIOD CONG.
TIME TANK NO. SAMPLE ID (gpm) (lb,/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
o
O'
o
H*
-J
cn
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
.10/03/89
02:37
04:12
04:43
07:09
07:55
08:22
10:08
11:47
13:15
13:49
15:17
15:52
17:21
19:27
20:04
22:00
23:40
23:40
00:22
07:33
08:00
10:25
11:54
12:15
14:40
*3
SWH-ATW-02-01
13
14
SWH-ATW-02-01
*4
14
SWH-ATW-02-01
14
midpoint
14
SWH-ATW-02-02
14
14
SWH-ATW-02-02
14
SWH-ATW-02-02
14
14
«4
SWH-ATW-04-01
*4
#4
3.65
3.78
3.61
3.38
3.52
3.39
3.20
3.30
3.25
3.04
2.99
3.27
3.36
1827
1891
1809
1692
1761
1696
1602
1650
1625
1519
1496
1635
1680
26.8
28.4 61
28.9
31.4
32.1 61
32.6
34.3
36.0 79 10124 2700 27.3
37.5
38.0
39.5
40.1 90
41.6
43.7
44.3 68
46.2
47.9
*7-9 50 7228 4200 30.4
48.6
79.8
80.2
82.6
84.1 55
84.5
87.0
-------
ATS TREATED RECYCLE WATER (ATW) ~ HIGH SOIL TEST
Pent* Inventory
o
0
o
1 .
r**
j
.
DATE
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
TIME TANK HO. SAMPLE ID (gpra) |
16:11 SWH-ATW-04-01
16:36 H 2.84
19:26 14 3.30
20:13 SWH-ATW-04-01
21:30 13
21:42 midpoint
22:52 13 2.99
23:12 . SWH-ATW-04-02
23:39 13 2.85
01:30 « 2.85
03:35 13 2.98
03:48 SWH-ATW-04-02
05:30 13 3.10
07:31 13 3.01
07:36 SWH-ATW-04-02
09:33 13 3.20
09:46 midpoint
10:28 13 2.49
11:57 SWH-ATW-05-01
12:24 f3 2.73
14:04 13 2.82
17:36 13 2.14
17:57 SWH-ATW-05-01
19:38 »3 2.57
21:^5 »4
PEHTA
ATW FLOW FLOW
HOURS DURING DURING AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PEHTA
TIME TEMP PERIOD CONG. PERIOD CONG.
llbs/hr) ZERO (F) (liters) (ug/L) (8) (ug/L)
88.4 50
1421 88.8
1653 91.6
92.4 43 9928 2300 22.8
93.7
93.9
1496 95.1
-95,4- 39- .
1427 95.9
1425 97.7
1491 99.8
100.0 28
1552 101.7
1505 103.7
103.8 30 8234 2400 19.8
1603 105.8
106.0
1248 106.7
108.2 63
1364 108.6
1413 110.3
1073 113.8
114.2 54
1287 115.8
117.6
-------
ATS TREATED RECYCLE WATER (ATM) — HIGH SOIL TEST
Pent* Inventory
o
o
o
L^*
f ^
«VJ
^<
00
DATE
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
TIME TANK NO. SAMPLE ID
21:28 SHH-ATW-05-01
23:30 midpoint
23:50 |4
01:32 SWH-ATH-05-02
01:48 |4
03:35 |4
05:38 14
06:06 SWH-ATW-05-02
07:39 «4
.10:05 SHH-ATW-05-02
10:45 *4
12:19 midpoint
14:34 SWH-ATW-06-01
14:50 |4
15:20 f4
16:34 13
17:28 «3
17:40 SWH-ATW-06-01
19:34 13
21:26 13
21:48 SWH-ATH-06-01
23:27 |3
23:43 midpoint
01:30 13
01:39 SWH-ATW-06-02
PENTA
ATW FLOW FLOW
HOURS DURING DURINO AVERAGE
FROM COMPOSITE PENTA COMPOSITE PENTA
TIME TEMP PERIOD CONC. PERIOD CONC.
(gpa) (Iba/hr) ZERO (F) (liters) (ug/L) (g) (ug/L)
117.7 50 7838 2800 21.9
119.7
2.59 1295 120.0
121.7 46
2.60 1301 122.0
2.51 1255 123.8
2.18 1088 125.8
126.3 46
2.28 1142 127.9
130.3 52 6534 2500 16.3
1.72 863 131.0
132.5
134.8 64
2.49 1245 135.0
*.30 2154 135.5
136.8
1.74 872 137.7
137.9 54
2.37 1186 139.8
2.18 1092,1.41.6
142.0 50 5769 2300 13.3
1.78 889 143.7
143.9
2.38 1190 145.7
145.9 ig
-------
o
o
o
DATE
ATS TREATED RECYCLE WATER (ATW) ~ BICH SOIL TEST
Pent* Invontorjr
FEHTA
ATM FLOfl FLOH
HOURS DURING DURIHG AVERAGE
FROM COMPOSITE PEHTA COMPOSITE PENTA
TIME TEMP PERIOD CONG. PERIOD CONG.
TIME TANK HO. SAMPLE ID (gpo) (Ibs/hr) ZERO (F) (liters)
-------
POLYNUCLEAR AROMATIC HYDROCARBON (PAH)
INVENTORY: CARCINOGENIC
180
-------
DATE
MASHED SOIL — LOW SOIL TEST
Carcinogenic PAH Inventory
HS FLOW Benzo- Benzo- Benzo(b)- Benzo(b)-
BOURS DURING («)-An- (»)-An- Fluor- Fluor-
FROM COMPOSITE thr.ceno thracene Chrysene Chrysene antheno «nthtn« Total Total
RATE TEMP TIME PERIOD CONG FLOW COHC FLOW CONG FLOW CONG FLOW
TIME DRUM ID SAMPLE ID Clb5/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) Cg> (ug/kg) (g)
o
o
o
t— *
00
-»-*
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/39
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/69
09/26/89
12:37
14:05
14:37
15:05
16:26
16:40
17:26
18:35
18 : 37
19:50
19:54
21:00
21:04
22:10
22:50
23:30
00:37
00:45
01:35
01:47
02:33
02:51
03:58
04:37
05:08
06:17
TIME ZERO
SWL-WS-01-01
WS-1
WS-2
SWL-HS-01-01
HS-3
WS-4
SHL-HS-01-01
midpoint
WS-1
WS-2
SWL-WS-01-02
HS-3
SWL-WS-01-02
WS-4
SWL-WS-01-02
WS-1
midpoint
HS-3
SWL-WS-01-03
WS-1
HS-3 BROKEN SCALE
SWL-WS-01-03
WS-1
HS-3
549
608
745
630
540
646
641
625
580
653
646
639
617
639
1.
2.
2.
3.
4.
4.
6.
6.
7.
7.
8.
8.
9.
10.
10,
12
12
13
13
13
14
15
16
16
17
0
5
0
5 - "
8
0
8
0
0 1961 230 0,5 280 0.5 140 0.3 650 1.3
2
3
4 .
4
6
.2
.9
.0 1630 230 0.4 280 0.5 140 0.2 650 1.1
.1
.0
.2
.9
.2
.3
.0
.5
.7
-------
WASHED SOIL — LOU SOIL TEST
Carcinogenic PAH Inventory
US FLOU Benzo- Benzo-
Benzo(b)- Benzo(b)-
DATE
TIME
HOURS DURING («)-An- (»)-An- Fluor- Fluor-
FROM COMPOSITE thracene thracene' Chrysene Chrysene anthene anthen* Total Total
RATE TEMP TIME PERIOD CONC FLOU COHC FLOU COHC FLOU CONG FLOU
DRUM ID SAMPLE ID (lbs/hr) (F) ZERO (kg) (u8/k8) (s) (u8/kg) (g) (ug/kg) <8> (ug/ks) (a)
o
o
o
h*
00
(O
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
G9/2&/ 89
06
07
07
08
08
09
10
:27
:33
:40
:38
:53
:44
:43
11:03
12:16
13:08
13:34
14:32
14:45
15:36
15
16
17
17
18
19
19
20
21
22
22
23
:56
:36
:11
:59
:15
:32
:42
:46
:25
:00
:34
:20
SUL-US-01-03
HS-1
midpoint
HS-3
SWL-HS-01-04
WS-5
SUL-US-01-04
HS-3
US-5
SUL-HS-01-04
HS-6
midpoint
HS-5
SUL-HS-02-01
HS-6
SWL-HS-02-01
US-5
SWL-HS-02-01
HS-6
HS-5
midpoint
WS-7
SWL-HS-02-02
US-5
SUL-US-02-02
HS-7
636
650
676
623
704
657
671
692
572
686
607
630
620
572
17.
18.
19.
20.
20.
21.
22.
22.
23.
24.
24.
25.
26.
27.
27.
28.
28.
29.
29.
30.
-31r
32.
32.
33.
33.
34.
8 1755 230 0.4 1100 1.9 140 0.2 1470 2.6
9
0
0
3
1
1
4
6
5 2064 1900 3.9 5700 11.8 870 1.8 8470 17.5
9
9
1
0
3
0
6
4 1495 250 0.4 300 0.4 150 0.2 700 1.0
6
9
2
8
4
9
7
-------
DATE TIME SAMPLE ID
HUHICIPAL WATER (MM) ~ LOH SOIL TEST
Carcinogenic PAH Inventory
MWFLOW Benro- Benzo- B«n..-
HOURS DURING (.)-An- (.)-An- "uor- Fluor-
FROM COMPOSITE thr.cene thr.cene Chryaene Chry«ne .nthene .nthen. Tot.l
TOTAL TOTAL TIME TEMP PERIOD COHC FLOW COHC FLOW «0 FLOW COHC
(.p.) (Ibs/hr) ZERO (F) (liter,) (u8/U <8> <«) <"«'» _____ <«>__
Tot.l
FLOW
o
o
o
H*
OO
CO
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
AQ/OC /QQ
vyj *J/ ov
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
12:37
15:24 SHL-MH-01-01
15:28
17:01
19:05 SWL-MW-01-01
19:24
21:25
23:00 SWL-MW-01-01
23: 05 -
00:56 midpoint
01:14
02:01
02:52 SWL-MW-01-02
03:10
04:00
05:13
06:04
06:43 SWL-MW-01-02
07:06
08:00
10:05
10:47 SHL-MW-01-02
11:12
12:56 midpoint
13:51
15:05 SHL-MW-02-01
6.60
5.70
5.96
6.25
, 5.75
5.36
5.40
5.35
5.29
5.38
5.34
5.13
5.08
5.00
4.98
4.74
3303
2852
2982
3128
2877
2682
2702
2677
2647
2692
2672
2567
2542
2502
2492
2372
0
2.8 70
2.8
4.4
6.5 40
6.8
8.8
10.4 36 14019 0.0 0.00
10.5
12.3
12.6
13.4
14.3 34
14.5
15.4
16.6
17.4
18.1 33
18.5
19.4
21.5
22.2 18664 0.0 0.00
22.6
24.3
25.2
26.5 60
0.0
0.00
0.0
0.00
0.0 0.00
0.0
0.00
0.0
0.00
0.0 0.00
-------
MUNICIPAL WATER (MH) — LOH SOIL TEST
Carcinogenic PAH Inventory
DATE
TIME SAMPLE ID
MW FLOW Benzo- Benzo- Benzo(b)-Benzo(b)-
HOURS DURING (a)-An- (a)-An- Fluor- Fluor-
FROM COMPOSITE thracene thracene Chrysene Chryiene anthene anthena Total Total
TOTAL TOTAL TIME TEMP PERIOD CONC FLOW CONG FLOW CONG FLOW CONC FLOW
(gpm) (Ibs/hr) ZERO (F) (liters) (ug/1) (g) (ug/1) (g) (ug/1) (g) (ug/1) (g)
o
o
o
CO
>**
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
15:53
17:04
18:30 SWL-MW-02-01
18:43
20:48
22:49 SWL-MW-02-01
23:18
00:27
00:53 midpoint
02:31
02:58 SWL-MW-02-02
04:20
06:40 SWL-MW-02-02
07:01
11:05 SWL-MW-02-02
11:29
12:30
15:07
15:29
5.
5.
5.
3.
5.
4.
5.
4.
4.
3.
3.
3.
12
17
20
95
75
26
18
89
90
60
51
83
2562
2587
2602
1977
2877
2132
2592
2447
2452
1801
1756
1917
27
28
29
30
32
34
34
35
36
37
38
39
42
42
46
46
47
50
50
.3
.4
.9 40
.1
.2
.2 49 15056 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00
.7
.8
.3
.9
.3 48
.7
.0 36
.4
.5 40 13972 O'.O 0.00 0.0 0.00 0.0 0.00 0.0 0.00
.9
.9
.5
.9
61711 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. . /urn AVfi^. _ rUTn Avrc.\ ru.Tn .AWM -_ . ^urn .Avm ..
TWO SIGNIFICANT FIGURES: 0 0 0 0 0 000
(mg/l) (mg/1) (mg/1) (mg/1)
-------
DATE
WASHED SOIL -- LOW SOIL TEST
Carcinogenic PAH Inventory
HS FLOW Benzo- Benzo- Benzo(b)- Banzo(b)-
HOURS DURIHG (a)-An- (a)-An- Fluor- Fluor-
FROH COMPOSITE thr«cene threcene Chrysene Chryaene «nthen« anthen* Total Total
RATE TEMP TIME PERIOD CONG FLOW COHC FLOW COHC FLOW CONG FLOW
TIME DRUM ID SAMPLE ID (Ibs/hr) (F) ZERO (kg) (ug/kg)
o
o
o
H*
00
O1
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
00:37
01:10
01:58
02:19
02:46
03:58
04:35
05:45
06:33
07:30
08:41
09:27
10:49
11:51
12:12
13:30
14:47
15:07
15:31
;
WS-5 566 36.0
SWL-WS-02-02 36.6 1613 220 0.4 840 1.4 140
midpoint 37.3
WS-8 467 37.7
SWL-WS-02-03 38.2
WS-5 462 39.3
SWL-WS-02-03 40.0
US-8 408 41.1
SWL-WS-02-03 41.9 1314 330 0.4 1200 1.6 150
WS-5 439 42.9
midpoint 44.1
WS-8 400 44.8
SWL-WS-02-04 46.2
WS-5*** 331 47.2
SWL-WS-02-04 47.6
WS-9 437 48.9
SWL-WS-02-04 50.2 1106 330 0.4 1200 1.3 150
50.5
WS-10 382 50.9
12937 516 6.7 1500 19.4 260
(WTD AVG) (HID AVG) (WTD AVG)
TWO SIGNIFICANT FIGURES: 0.52 6.7 1.5 19 0.26
(mg/kg) (mg/kg) (rag/kg)
0.2 1200 1.9
0.2 1680 2.2
0.2 1680 1.9
3.4 2276 29.4
(WTD AVG)
3.4 2.3 29
(mg/kg)
-------
1
. 1
FEED SOIL (FS) — LOW SOIL TEST
• Carcinogenic PAH Inwentox?
o
o
o
h*
00
0
DATE TWE RATE
SAMPLE w ut>»fhr)
09/25/89 12(37
09/25/89 15:05 SHL-FS-01-01
09/25/89 15:28
09/25/89 16:37 SHL-FS-01-01
09/25/89 17:00 670
09/25/89 18:31 SHL-FS-01-01
09/25/89 19:22 583
09/25/89 19:47 nldpolot
09/25/89 21:04 SW.-FS-01-02
09/25/89 21:24 583
09/25/89 22:30 SUL-FS-01-02
09/25/89 23:03 591
09/26/89 00:37 SHL-FS-01-02
09/26/89 01:12 542
09/26/89 01:33 midpoint
09/26/89 02:00 67*
09/26/89 02:30 SHL-FS-01-03
09/26/89 03:10 577
09/26/89 04:00 559
09/26/89 04:34 SHL-FS-01-03
09/26/89 05:13 60t
09/26/89 06:04 569
09/26/89 06:25 SWL-FS-01-03
09/26/89~07:06 62j
09/26/89 07:42 midpoint
09/26/89 08:00 535
FS FLOW Jtenro- Draw- BanzoCb)- Benao(b)-
HOORS DURING (.,-ta- (aj-to- rlmf. nwt.
raOM CCWPOSITE thracoM thraeem Ohrystn. ChrjjeM antlMtu anthene Total Total
IDE TEMP PERIOD COHC FLOH COHC FMH COHC FLOW OMC F«»
> ZERO (F) «,, (ug/ks) ,„ (u,/ks) (., (Bi/fcgJ (g] (v8/fca) ^
0
2.5 70
2.8
4.0 60
4.4
5-9 2071 3MO «•» MOO 20.3 2000 4.1 15100 31.3
6.S
7.2
8.4 36
8.8
10.2 36
10.4
12-0 35 1506 3000 4.5 14000 21.1 2600 J.9 19600 29.5
12.9
13.4
13.9 34
14.5
15.4
15.9 33
16.6
17.4 -
17.8 33 1660 3500 5.8 9800 16.3. .2000 3.3 15300 25.4
19.1
19.4
-------
FEED SOIL (FS) — LOH SOIL TEST
Carcinogenic PAH Inventory
FS FLOW Benzo- Benio-
Benro(b)- Benzo(b)-
o
o
o
1 .
H"*
00
-------
FEED SOIL (FS) - LOW SOIL TEST
Carcinogenic PAH Inventory
o
o
o
oo
00
DATE
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME
07:00
08:42
10:31
10:42
11:23
12:03
12:30
15:00
15:07
15:28
FS FLOW
HOURS DURING
FROM COMPOSITE
RATE TIME TEMP PERIOD
SAMPLE ID 1
200° 1.5 7600 5.7
393' 44.1 1H30 124 a 9iio „„ »
**.t . o «cl J/ 23 0 1 7'>ftrt i AA «
(WTD AVG) fWTD AVn 192'8
' \WILI AVG) (WTD AVG) tuTn
3.9 44
(mg/kg) (niR/k«l , *. 17 19°
(mg/k.)
-------
FINE PARTICLE CAKE (FPC) — LOW SOIL TEST
Carcinogenic PAH Inventor/
FPC FLOW Benzo- B«nro-
Benro(b)- B«nzo(b)-
000189
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME
12:37
14:51
15:43
16:50
18:49
20:02
21:15
22:40
23:15
00:49
01:47
02:44
02:46
04:49
05:45
06:38
07:39
08:32
08:40
10:30
11:45
13:23
14:21
15:19
15:23
16:48
DRUM ID
FPC-1
RATE TEMP
SAMPLE ID (Ibs/hr) (F)
SHL-FPC-01-01
SHL-FPC-01-01
SHL-FPC-01-01
70
58
60
40
midpoint
SHL-FPC-01-02
SHL-FPC-01-02
FPC-2 *
SHL-FPC-01-02
midpoint
FPC-3
FPC-4
midpoint
FPC-5
FPC-6
midpoint
FPC- 7
.
SHL-FPC-01-03
SHL-FPC-01-03
SHL-FPC-01-03
v
SHL-FPC-01-04
SHL-FPC-01-04
SHL-FPC-01-04
SHL-FPC-02-01
SHL-FPC-02-01
36
36
58
35
113
34
33
143
33
160
55
55
143
60.
62
138
64
FROM COMPOSITE" thracane thraeana Chiysena Chrysene anthena anthana Total Total
TIME PERIOD CONG FLOH CONG FLOH CONG FLOH CONG FLOH
ZERO (kg) (ug/1) (g) (ug/l) (g) (ug/1) (g) (ug/1) (g)
2.
3.
4.
6.
7.
8.
10.
10,
12.
13.
14.
14.
16.
17.
18.
19.
19.
20.
21.
23.
24.
25.
26.
26.
28.
0
2
1
2
2 195 4700 0.9 13000 2.5 3000
4
6
0
6 - - ..........
2 215 11000 2.4 33000 7.1 4200
2
1
2
2
1
0 382 13000 5.0 32000 12.2 8000
0
9
1
9
1
8 436 7800 3.4 22000 9.6 8000
7
7
8
2
0.6 20700 4.0
0.9 48200 10.4
3.1 53000 20.2
3.5 37800 16.5
-------
FINE PARTICLE CAKE (FPC) — LOW SOIL TEST
Carcinogenic PAH Inventory
FPC FLOW Benzo- B.nzo-
HOURS DURING (,,-A,,- ^.^
B.n.o(b)- B.n.o(b)-
o
o
CO
o
DATE TIME DRUM ID SAMPLE ID (1
09/26/89 18:18 SWL-FPC-02-01
09/26/89 19:03 FPC-8
09/26/89 19:52 midpoint
09/26/89 21:27 SWL-FPC-02-02
09/26/89 22:25 FPC-9
09/26/89 22:48 SWL-FPC-02-02
09/27/89 01:25 SWL-FPC-02-02
09/27/89 02:08 midpoint
09/27/89 02:51 SWL-FPC-02-03
09/27/89 03:23 FPC-10
09/27/89 04:45 SWL-FPC-02-03
09/27/89 06:37 SWL-FPC-02-03
09/27/89 08:45 midpoint
09/27/89 08:47 FPC-11
09/27/89 10:53 SWL-FPC-02-04
09/27/89 12:16 SWL-FPC-02-04
09/27/89 14:37 FPC-12
09/27/89 14:56 SWL-FPC-02-04
09/27/89 15:07 END OF TEST
* Start-of-collectlon time Is
an estimate.
TWO
•
,MUWUbln tnracen. tnr.c.n. Chrysen. Chrysene anth.n. .nth.n. Total Total
SL>" w TOD COHC FLOW COHC FLOH CONC FLOM COHC ™
("8/D (g) (us/1) (g) (ug/1) (,)
40 29 7 320 '"i "
122 30.4
31.3
SO 32.8
139 33.8
49 34.2
«8 36.8 328 12000 3.9 39000 12.8 8100 2,7 59100 „.«
48 38.2
99 38.8
46 40.1
36 «.. 277 34000 ,.. 3700o 10.2 <200 ^ ^ ^
91 44. 2
52 46.3
66 47.6
77 50.0
« S0.3 221 9700 2.1 31000 6.9 2600 0.6 43300 9.6
2374 .13053 31.0 30421 - 72,2 6111 14.5 49585 117 7
(WTDAVG) (HTDAVG) (WTD AVG) (HTD AVG,
SIGNIFICANT FIGURES: 13 31 3Q n ^ ^
(me /k". ^ /™~ / L,_ \ , ,. .
- *• V-O.-B, (mg/Kg) (rag/kg)
-------
FINE OVERSIZE (FO) — LOW SOIL TEST
Carclnogonlc PAH Inventory
FO FLOW Benio- Banzo-
Benro(b)-B«nro(b)-
DATE
HOURS DURING (g)
o
0
0
I-*
CO
H*
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
12:37
14:4*
16:45
18:44
19:00
19:55
21:07
22:45
00:39
01:37
02:35
04:40
06:28
07:36
08:45
10:25
10:37
13:15
14:21
15:28
16:43
18:01
19:40
21:20
22:37
00:29
SWL-FO-01-Ol'
SWL-FO-01-01
SWL-FO-01-Ol
FO-X
midpoint
SUL-FO-01-02
SHL-FO-01-02
SWL-FO-01-02
midpoint
SWL-FO-01-03
SWL-FO-01-03
SWL-FO-01-03
midpoint
SWL-FO-01-04
FO-1
SWL-FO-01-04
SWL-FO-01-04
midpoint
SWL-FO-02-01
SWL-FO-02-01
SWL-FO-02-01
midpoint
SWL-FO-02-02
SWL-FO-02-02
FO-2
70
60
40
27
36
36
. 35
34
33
34
55
27
55
60
62
64
40
50
49
30
2
4
6
6
7
a
10
_ 12
13
14
16
17
19
20
21
22.
24.
25.
26.
28.
29.
31.
32.
34.
35.
0
.1
.1
.1
.4
.3
.5
.1
.0
.0
.0
.0
.8
.0
.1
.8
.0
.6
7
8
1
4
1
7
0
9
89 I*"" 0.1 3800 0.3 800 0.1 6000 0.5
68 1900 0.1 5000- 0.3 1200 0.1 8100 0.6
-
72 3700 0.3 . 9800 0.7 2400 0.2 15900 1.1
87 5100 0.4 15000 1.3 1600 0.1 21700 1.9
72 1SOO 0.1 4800 0.3 1100 0.1 7700 0.6
-------
FINE OVERSIZE (FO) -- LOW SOIL TEST
Carcinogenic PAH Inventory
DATE
FO FLOW Benro- Benzo- Benro(b)-Benro(b)-
HOURS DURING («)-An- (a)-An- Fluor- Fluor-
FROM COMPOSITE thr.cene thr«c«n« Chryiene Chrysene anthen* anth.n. Total Total
COHC FLOW COHC FLOW CONG FLOW COHC FLOW
TIME DRUM ID SAMPLE ID (lb./hr) (F) ZERO (kg) (u./k.) (g) (ug/lcg) (g) (ug/kg) (g) (ug/kg)
RATE TEMP TIME PERIOD
o
0
o
h*
CD
to
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
01:20
02:04
02:49
04:36
06:24
08:51
11:19
12:25
15:07
15:07
15:07
SWL-FO-02-02
midpoint
SWL-FO-02-03
SWL-PO-02-03
SWL-FO-02-03
midpoint
SWL-FO-02-04
SWL-FO-02-04
SWL-FO-02-04
FO-7 WEIGHT HOT R
EHD OF TEST
TWO
'" — ' • •
*» 36.1 87 1100 0.1 3800
37.5
0.3 1400 0.1 6300 0.5
48 38.2
46 40.
36 41.
44.
52 46.
66 47.
74 50.
30 SO.
- 50.
0
8 92 1500 0.1 1800
2
7
8
5 85 3000 0.3 7000
5
5
653 2427 1.6 6326
(WTD AVG) (WTD AVG)
SIGNIFICANT FIGURES: 2.4 1.6 6.3
-------
DATE
COARSE OVERSIZE (CO) ~ LOW SOIL TEST
Carcinogenic PAH Inventory
CO FLOW Banco- B«nzo- Benxo(b)- B«nto(b>-
HOURS DURING (»)-An- («)-An- Fluor- Fluor-
FROH COMPOSITE thr«c«n« thr«c«n« Chrrs«ne Chrys«ne «nthen« «nth«n« Total Total
RATE TEMP TIKE PERIOD CONG FLOW CONG FLOW COHC FLOW CONG FLOW
TIME DRUM ID SAMPLE ID (lb./hr)(F) ZERO (kg) (us/kg) (•) (ug/kg) (g) (ug/kg) (g)
-------
COARSE OVERSIZE (CO) — LOW SOIL TEST
Carcinogenic PAH Inventory
CO FLOW Benro- Benso- Benzo(b)- B.nro(b)-
HOURS DURING <«)-An- (.)-An- Fluor- Fluor-
rnun uuru-us,nt thracene thracene Chrysene Chrysene anthene anthene Total Total
RATE TEMP TIME PERIOD CONC FLOW CONC FLOW CONC FLOW CONC FLOW
DATE TIME DRUM ID SAMPLE ID (lb./hr,(F, ZERO (kg) (ug/kg, (g, (ug/kg) (g) (ug/kg, ,., (us/kg) (§)
O
o
o
h" *
cp
ti*
09/26/89 20:00 midpoint
09/26/89 21:34 SWL-CO-02-02
09/26/89 22:50 SWL-CO-02-02
09/27/89 01:32 SWL-CO-02-02
09/27/89 02:15 midpoint
09/27/89 02:58 SWL-CO-02-03
09/27/89 04:49 SWL-CO-02-03
09/27/89 05:16 CO-5
09/27/89 06:39 SWL-CO-02-03
09/27/89 08:42 midpoint
09/27/89 10:45 SWL-CO-02-04
09/27/89 12:07 SWL-CO-02-04
09/27/89 14:44 SWL-CO-02-04
09/27/89 15:07
09/27/89 15:55 CO-6
TWO
31.4
50 32.9
49 34.2
32 36-9 165 2900 0.5 7300 1.2 430
37.6
48 38.3
46 40.2
58 40.6
32 42.0 163 4300 0.7 12000 2.0 2600
44.1
52 46.1
66 47.5
74 50.1 155 3700 0.6 10000 1.5 430
50.5
53 51.3
1594 3598 5.7 9405 15.0 1292
(WTD AVG) (WTD AVG) (WTD AVG)
SIGNIFICANT FIGURES: 3.6 5.7 9.4 15 J3
<°>8/kg) (n,g/kg) (Dig/kg)
0.1 10630 1.8
0 . 4 18900 ,3 . 1
0.1 14130 2.2
2.1 14295 22.8
(WTD AVG)
2.1 14 23
dug/kg)
-------
COMBINED DEWATERIHC EFFLUEHT (CDE) — LOU SOIL TEST
Carcinogenic PAH Inventory
CDE FLOW Benro- B«nro- B«nro(b)- Banio(b)-
HOURS DURIHC (»)-An- (a)-An- Fluor- Fluor-
FROM COMPOSITE thracena thracene Chrysane Chryaene anthana anthana Total Total
CDB RATE— TIME TEMP PERIOD COHC FLOW COHC FLOW COHC FLOW COHC FLOW
DATE TIME TAHK HO. (tp.) Ub./hr) ZERO (F) (llt.r.) (u./l) (.) <«./!> (•) C-»/U <•> <"«'l> <«>
_- - - ,
O
0
o
^ >i»x
CO
f n
LJI
09/25/89 12:37
09/25/89 15:18 SWL-CDE-01-01
09/25/89 15:25 12
09/25/89 16:*5 SWL-CDE-01-01
09/25/89 17:08 «2 5.89
09/25/89 18:55 SWL-CDE-01-01
09/25/39 19:10 S2 6-37
09/25/89 20:0* midpoint
~ 09/23/89 21:13 SHL-CDE-01-02~
09/25/89 21:30 12 *-50
09/25/89 22:53 SWL-CDE-01-02
09/25/89 23:03 12 6.18
09/26/89 00:55 SWL-CDE-01-02
09/26/89 01:10 12 5.14
09/26/89 01:55 midpoint
09/26/89 02:05 12 5.18
09/26/89 02:55 SWL-CDE-01-03
09/26/89 03:1* 12 5.19
09/26/89 0*:0* 12 *-78
09/26/89 0*:51 SHL-CDE-01-03
09/26/89 05:17 12 5.39
09/26/89 06:07 *2 5.01
09/26/89 06:36 SWL-CDE-01-03
09/26/89 07:39 midpoint
09/26/89 08:02 12 5-09
09/26/89 08:«3 '. SWL-CDE-01-04
1
29*7
3186
-, -_ .
2251
3091
2573
2590
2595
2391
2695
2505
2548
0
2.7 70
2.8
t.l 60
4.5
6.3 40 9901 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00
6.6
7.4
8.6 36 - --
8.9
10.3 36
12*3 35 6991 15.7 0.11 14.3 0.10 0.0 0.00 30.1 0.21
12.6
UM
. 3
13.5
14.3 34
14.6
15.5
16.2 33
16.7
17.5
18.0 33 6673 15.7 0.11 14.3 0.10 0.0 0.00 30.1 0.20
19.0
19.4
20.1
-------
COMBINED DEWATERING EFFLUENT '(CDE) — LOW SOIL TEST
Carcinogenic PAH Inventory
CDE FLOW Benzo- Benzo- Benzo(b)- Benro(b)-
HOURS DURING (»)-An- (a)-An- Fluor- Fluor-
FROH COMPOSITE thracene thracene Chrysene Chryaenc »nth«n« anth«n« Total Total
CDE RATE— TIME TEMP PERIOD CONC FLOW CONC FLOW CONG FLOW CONC FLOW
0
o
o
h*
CO
03
DATE TIME TANK NO.
09/26/89 10:30 f2
09/26/89 10:33 SWL-CDE-01-04
09/26/89 11:07 11
09/26/89 13:23 SWL-CDE-01-04
09/26/89 13:49 11
09/26/89 14:27 midpoint
09/26/89 15:32 SWL-CDE-02-01
09/26/89 15:52 *1
09/26/89 16:52 SWL-CDE-02-01
09/26/89 17:05 11
09/26/89 18:10 SWL-CDE-02-01
09/26/89 18:42 11
09/26/89 19:50 midpoint
09/26/89 20:51 fl
09/26/89 21:31 SWL-CDE-02-02
09/26/89 22:46 . SWL-CDE-02-02
09/26/89 23:21 11
09/27/89 00:35 #1
09/27/89 01:35 SWL-CDE-02-02
09/27/89 02:20 midpoint
09/27/89 02:34 11
09/27/89 03:05 SWL-CDE-02-03
09/27/89 04:25 fl
09/27/89 04:47 SWL-CDE-02-03
09/27/89 06:35 SWL-CDE-02-03
09/27/89 07:04 *!•
(•pen) (Ibs/hr) ZERO (F) (liters) (ug/1)
4.24 2123 21.9
21.9 55
22.5
24.8 61 7037 15.7
4.76 2382 25.2
25.8
26.9 62
4.90 2450 27.2
28.2 64
5.11 2559 28.5
29.5 40 6029 15.7
4.91 2455 30.1
31.2
4.82 2410 32.2
32.9 50
34.1 49
4.68 2341 34.7
4.42 2213 36.0
37.0 46 6784 17.0
37.7
4.49 2249 38.0
38.5 48
4.98 2492 39.8
40.2 46
42.0 36 6978 18.0
4.52 2263 42.5
(g) (g) (ug/1) (g) (ug/1) (g)
0.11 14.3 0.10 0.0 0.00 30.1 0.21
0.09 14.3 0.09 0.0 0.00 30.1 0.18
0.12 19.0 0.13 0.0 0.00 36.0 0.24
0.13 20.0 0.14 0.0 0.00 38.0 0.27
-------
CO
COMBINED DEWATERIHO EFFLUENT (CDE) — LOW SOIL TEST
Carcinogenic PAH Inventory
CDE FLOW
DURING
Banco- Bento-
(m)-An- (a)-An-
DATE TIME TANK HO.
o
o
o
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
08:49
10:30
11:03
11:22
12:10
12:29
12:52
12:52
14:51
15:07
15:27
midpoint
tl
SWL-CDE-02-0*
ffl
SWL-CDE-02-0*
11
il
12
SWL-CDE-02-0*
»2
*.85 2426
*.7» 2371
4.62 2314
*.*6 2229
4.13 2067
*4,
45
46
46
47
47
48
48
en
50
50
50
.2
.9
.4
.7
.5
.9
.2
.2
.5
.8
—
HOURS
FROM COMPOSITE thracen* thr»c«n« Chry«ne Chtysena anth«n«
CDE RATE— TIME TEMP PERIOD CONG PLOW CONG FLOW CONG
<«») (lb»/hr) ZERO (F) (llfra) (ug/1) («) ("g/D (8)
52
66
Banco(b)- B«nio(b)-
FLuor- Fluor-
anthaiu Total
FLOW
(g)
CORC
(ug/1)
Total
FLOW
U>
6*57
56850
16.
0.10
15.0
0.10
0.0
0.00
31.0 0.20
TWO SIGNIFICANT FIGURES:
13.5
(WTD AVG)
0.013
(mg/1)
0.77 13.2
(HTD AVG)
0.8 0.013
(mg/1)
0.75 0.0
(WTD AVG)
0.7 0
(o.g/1)
0.00 26.6
(WTD AVG)
0 0.027
(mg/1)
1.51
1.5
-------
HASHED SOIL (US) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FS FLOW Beneo- Benzo- Benzo(b)-Ben*o(b)-Ben«o(k) Benzo(k)
HOURS DURING (»)-An- (a)-An- Fluor- Fluor- Fluor- Fluor-
o
o
o
h*
CD
OO
DATE
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
U 7 f JU 1 O 7
TIME
23:38
23:48
00:49
01:50
02:26
03:40
04:05
05:12
05:41
06:08
07:04
07:28
09:20
10:23
11:31
11:51
12:30
13:21
15:00
18:30
18: 50
19:12
19:45
20:45
22:16
1** , 1 C
DRUM ID
WS-X
HS-12
WS-X
WS-12
midpoint
WS-X
WS-12
WS-X
RATE TEMP
SAMPLE ID (Iba/hr) (F)
SHH-WS-01-01
SWH-WS-01-01
SWH-WS-01-01
SHH-WS-01-02
SWH-WS-01-02
SWH-WS-01-02
Irregular performance
WS-12
WS-X
Irregular performance
WS-13
WS-14
US-13
WS-15
.. . _
SWH-WS-01-04
SHH-WS-01-04
621
55
454
54
454
52
471
53
450
412
70
373
78
begins
446
489
ends
. 197 ,._
476
44
472
43
443
FROM COMPOSITE thracena thracena Chrysene Chrysene anthene anthene anthane anthene Total Total
TIME PERIOD CONG FLOW COHC FLOW CONG FLOW COHC FLOW CONG FLOW
ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/l) (g)
-0
1
2
2
3
4
5
5
6
7
7
9
10
11
12
12
13
15
18
19
19
20
21
22
22
.2
0
.0
.0
.6
.9
.3
.4 1393 1300 1.8 2400 3.3 750 1.0 760 1.1 5210 7.3
.9
.3
.3
.7
.5
.6
.7
.1 1189 1800 2.1 3200 3.8 1900 2.3 620 0.7 7520 8.9
.7
.6
.2
.7
.0 ... . „ __ . „. . .._ _ . . . . ... -
.4
.0
.0
.5
.6
-------
HASHED SOIL (US) — HIGH SOIL TEST
Carcinogenic FAB Inventory
FS FLOW B«nro- Benzo- Benro(b)-B«nro(b)-B«nro(k) B«nzo(k)
HOURS DURING (a)-An- («)-An- Fluor- Fluor- Fluor- Fluor-
o
o
o
1 1
r"~
CO
CO
DATE
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
23:52
00:25
01:18
01:30
02:12
03:11
03:40
04:52
05 : 46
06:42
06:53
08:00
08:39
09:47
10:21
11:53
12:15
12:56
13:59
14:10
15:58
16:04
17:36
18:43
18:50
19:50
FROM COMPOSITE thracena thracana Chryaana Chryaena anthene «nth«n« anthana anthana Total Total
RATE TEMP TIME PERIOD COHC FLOW CONG FLOW CONC FLOW COHC FLOW COHC FLOW
DRUM ID SAMPLE ID (Ibi/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/1) (g)
HS-16
SWH-WS-01-04
midpoint
US-IS
SUH-HS-02-01
US-16
SWH-US-02-01
HS-15
SWH-WS-02-01
US-16
midpoint
SUH-HS-02-02
HS-15
SUH-WS-02-02
HS-16
SUH-HS-02-02
HS-15
midpoint
SWa-US-02-03
US-16
HS-15
SHH-HS-02-03
SHH-US-02-03
midpoint
US-16
SWH-WS-02-04
523 24 .
64 24.
25.
473 25.
63 26.
460 27.
61 27.
468 29.
61 30.
413 30.
31.
61 32.
419 32.
70 34.
340 34.
79 36.
438 36.
37.
85 38.
445 38.
433 40.
90 40.
82 41.
42.
270 43.
60 44.
1
6 1429 1300 1.9 2500 3.6 650 0.9 800 1.1 5250 7.5
5
7
4
4
9
1
0 1128 1700 1.9 2800 3.2 - 680 0.8 610 0.7 5790 6.5
9
1
2
9
0
6
1 1213 820 1.0 800 1.0 660 0.8 600 0.7 2880 3.5
5
1
2
4
2
3
8 939 880 0.8 860 0.8 690 0.6 620 0.6 3050 2.9
9
0
0
-------
HASHED SOIL oo
-------
WASHED SOIL (US) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FS FLOU Benzo- Bcnro-
Benzo(b)-Benzo(b)-B«nco(k) Benzo(k)
o
o
o
re
2
DATE
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
TIME
00:00
01:20
01:40
02:46
02:50
03:53
04:25
_05:55
06:05
07:32
07:44
08:55
09:15
10:07
10:42
12:10
12:12
13:35
13:39
14:52
15:49
16:48
17:59
18:28
19:45
20:05
HOURS DURIHC («)-An- (a)-An- Fluor- Fluor- Fluor- Fluor-
FROM COMPOSITE thracen* thracen* Chrysen* Chryaene anthen* «nth«n« «nth«ne anthene Total Total
RATE TEMP TIME PERIOD COHC FLOW CONG FLOW COHC FLOW COHC FLOW CONG FLOW
DRUM ID SAMPLE ID (Ib./hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/1) (g)
WS-19
WS-18
SWH-WS-04-03
midpoint
WS-20
SWH-WS-04-04
WS-18
SHH-WS-04-04
WS-20
WS-18
SWH-WS-04-04
midpoint
WS-20
SWH-WS-05-01
WS-18
SWH-WS-OS-01
WS-20
WS-18
SHH-WS-05-01
WS-20
midpoint
WS-21
SWH-WS-05-02
WS-20
SWH-WS-05-02
WS-18
514
575
516
515
._
484
506
518
568
572
587
651
306
470
506
96.
97.
34 97.
99.
99.
28 100.
. 100.
28 102.
102.
103.
30 103.
105.
105.
46 106.
106.
63 108.
108.
109.
59 109.
111.
112.
113.
54 114.
114.
52 116.
116.
2
5
9 1365 1200 1.6 ' 3300 4.5 830 1.1 730 1.0 6060 8.3
0
0
1
6
1 ...... - __,.... . . ... . . . __ _ ., .
3
7
9 1409 950 1.3 2800 3.9 730 1.0 650 0.9 5130 7.2
1
5
3
9
4
4
8
9 1718 2200 3.8 4100 7.0 940 1.6 1000 1.7 8240 14.2
1
0
0
2
7
0
3
-------
WASHED SOIL
-------
WASHED SOIL (WS) ~ HIGH SOIL TEST
Carcinogenic PAH Inventory
Benro(b)-B«nzo(b)-B«n*o(k) Benxo(k)
FS FLOW B«nro- Benro- nenwn i
'
HOURS DURING («)-An- («)-An- n -
™r «'
143.0
464 143.2
48 143.7
445 145.0
46 146.0
M1 or."6. 1081 860 0.9 840 ... *. 0, 610 0.7 2990 3.2
147.9
515 148.1
••• ;;;;; im""; ~™""~«~i" « «•» «« »•• •*" w-1
(WTD AVG) («TD AVG, (WTD AVG, («TD AVG, («TD AVG)
,8 3 68 0.93 21 0.87 20 6.4 150
« SIGNIFICANT FIGURES: ^7
-------
MUNICIPAL WATER (MW) — HIGH SOIL TEST
Carcinogenic PAH Inventory
MW FLOW Benco- Benxo- Benzo(b)- BenEo(b)- B«nto(k) Benco(k)
HOURS DURING (a)-An- (a)-An- Fluor- Fluor- Fluor- Fluor-
000204
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/69
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/69
TIME
23:48
01:16
02:12
03:28
05:06
05:30
06:56
10:19
11:08
12:23
12:30
13:28
15:10
18:30
20:02
20:40
22:19
22:44
00:03
01:11
02:05
02:39
04:08
04:42
07:08
07:49
FROM COMPOSITE thracene thrmcene Chryaene Chryaene anthene anthene anthene anthene Total Total
TOTAL TOTAL TIME TEMP PERIOD CONG FLOW CONG FLOW CONC FLOW CONG FLOW CONG FLOW
SAMPLE ID (spa) (lb«/hr) ZERO (F) (liters) (ug/1) (g) (ug/l) (g) (uS/l) (g) (ug/1) (g) (ug/1) (g)
0.
SWH-MW-01-01
0.
0.
SWH-MW-01-01
0.
SHH-MH-01-01
0.
0.
Irreg. perf. begin
0.
0.
Irreg. perf. ends
SWH-MW-01-02
0.
SWH-MW-01-02
0.
SWH-MW-01-02
0.
midpoint . - -
0.
SWH-MW-02-01
0.
0.
5WH~MW-G2-Gi
45
56
50
52
35
80
it
60
30
50
50
85
87
50
51
225
280
250
260
175
400
300
ISO
250
250
425
435
250
255
1
2
3
5
5
7
10
11
12
12
13
15
18
20
20
22
22
24
25
26
26
28
28
31
32
0
.5
.4 55
.7
.3
.7 52
.1
.5 68 974 0 0.0 0 0.0 0 0.0 0 0.0 0.0 0.00
.3
.6
.7
.7
.4
.7
.2 75
.9
.5 70
.9
.3 64 139 0 0.0 0 • 0.0 0 0.0 0 0.0 0.0 0.00
.4
.9
.3 61
.9
.3
. G 61
-------
MUNICIPAL MATER (HW) ~ HIGH SOIL TEST
Carcinogenic PAH Inventory
HW FLOW B«nro- B.nro-
Benzo(b)- Banio(b)- B«nzo(k) Benro(k)
. HOURS
FROM
TOTAL TOTAL TIME TEMP PERIOD
DURIHG (a)-An- («)-An- Fluor- Fluor- Fluor- Fluor-
COMPOSITE thracen* th,r«c«ne Chryserib Chryscn* «nth«n« «nth«n« anth«n« anthvn* Total Total
COHC FLOW CONG FLOW CONG FLOW
CONG
DATE
TIME SAMPLE ID (cpn) (Ib./hr) ZERO (F) (liters) (ug/1)
FLOW
(S)
COHC
FLOW
(e)
CONG
(U8/1)
(ug/l) (e)
o
o
o
ro
o
CT?
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
08:25
10:06
10:36 SWH-MW-02-01
13:07 midpoint
14:39
15:21
15:39 SUH-KVJ-02-02
16:30
20:06 SWH-MW-02-02
20:26
22:28
23:38 SWH-KW-02-02
23:40
00:24
08:00
08:33
10:29
11:54 SWH-MW-04-01
12:14
14:48
16:11 SWH-MW-04-01
16:33
18:08
20:13 SWH-MW-04-01
20:21
21:37 midpoint
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.45
.78
.65
.65
.85
•-•-
.00
.00
.60
.75
.70
.40
.72
.45
.75
.00
225
390
325
325
425
0
0
300
375
350
200
360
225
375
0
32
34
34
37
38
39
39
40
44
44
46
47
47
48
80
80
82
84
84
87
88
88
90
92
92
93
.6
.3
• 8 78 1083 0 0.0. 0 0.0 0 0.0 0 0.0 0.0 0.00
.3
.9
.6
.8 90
.7
.3 68 :. ~ " " ~
.6
.7
• 8 50 209 0 0.0 0 0.0 0 0.0 0 0.0 0.0 0.00
.9
.6
.2
.8
.7
.1 55
.4
.0
.4 50
.8
.3
-4 43 1158 0 0.0 0 0.0 0 0.0 0 0.0 0.0 0.00
.6
.8
-------
MUNICIPAL WATER (MW) - HIGH SOIL TEST
Carcinogenic PAH Inventory
HOURS
DATE TIME SAMPLE ID
MW FLOW
DURING
COMPOSITE
TOTAL TOTAL TIME TEMP PERIOD
(•P»> (lb./hr) ZERO (F) (liters)
Banco- Benso-
-
Ben,o(b)-
- B.nBo(k) Ben«o(k)
10/03/89 21:55 „ „„
10/03/89 23:01 SWH-MW-04-02
10/03/89 23:49 0 OQ
10/04/89 01:29 0 „„
10/04/89 03:37 „ „„
10/04/89 03:50 SWH-MW-04-02
10/04/89 05:34 „ „„
10/04/89 07:30
O
O
O
O
CD
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
07t40
09:51
10:25
12:03
12:21
13:59
17:35
17:56
19:57
21:32
.21:40
SWH-MW-04-02
midpoint
SWH-MW-05-01
SWH-MW-05-01
SWH-MW-05-01
U.33
0.00
0.60
0.30
0.00
0.00
0.00
23:31 midpoint
23:45
01:31
02:15
04:30
05:55
06:12
SWH-MW-05-02
/SWH-MW-05-02
0.00
0.00
0.00
0.00
0 94 . 1
95.2
0 96.0
0 97.7
0 99.8
100.0
0 101.8
165 103.7
103.9
106.1
0 106.6
108.3
300 108.6
150 110.2
0 113.8
114.1
0 116.2
117.7
0 117.9
119.7
0120.0-
121.7
0 122.5
0 124.7
0 126.1
126. 4
39
28
30
£*
O3
e *
J*l
46
Total Total
COMC FLOW
(I)
145
0.0
0.0
0.0
0.0
O'.O 0.00
152
0.0
0.0
0.0
°-° 0.0 0.00
-------
MUNICIPAL HATER (HW) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
HW FLOW Banco- Banzo-
Benzo(b)- Btnio(b)- B«nzo(k) Benzo(k)
*
_
000207
DATE
10/03/89
10/05/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
.10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
TOTAL
TIME SAMPLE ID (spa)
10:03 SWH-KVJ-05-02
10:39 0.30
11:36 0.60
12:12 midpoint
14:21 SUH-HW-06-01
14:48 0.30
16:34 0/30
17 : 42 SHH-MH-06-01
18:28 0.00
19:45 0.00
22:02 SWH-MH-06-01
23:12 0.00
23:53 midpoint
00:02 0.00
01:28 0.00
01:44 SWH-MU-06-02
03:23 0.00
03:44
03:44 SUH-KU-06-02
.
HOURS DURING
FROM COMPOSITE
TOTAL TIME TEMP PERIOD
(lb»/hr) ZERO (F) (liter*)
130.3 52 211
150 130.9
300 131.8
132.4
134.6 64
130 135.0
ISO 136.8
137,9 57 -
0 138.7
0 140.0
142.2 50 110
0 143.4
144.1
0 144.2
0 145.7
145.9 46
0 147.6
147.9
147.9 46 0
4182
TWO SIGNIFICANT FIGURES:
<«)-An- (»)-An- Fluor- Fluor- Fluor- Fluor-
thr«cen« thr«cen« Chry««n» Chry»ene »nth«n« anthene anthene anthene Total Total
COHC FLOW COHC FLOW COHC FLOW COHC FLOW COHC FLOW
(UK/I) gH) (mg/1) (mg/1) (mg/1) (mg/1)
-------
DATE
TIME
FEED SOIL (FS) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
FS FLOW Benzo- Benzo- Benzo(b)- Benzo(b)- Banro(k) Banzo(k)
HOURS DURIHG
-------
FEED SOIL (FS) -- HIGH SOIL TEST
C.rclnos«nlc PAH Inventory
FS FLOW ».n.o- Benzo- B.nzo(b)- B.nto(b)- B.n«o(k) B.nzo(k)
HOURS DURIHG (.)-An- (.)-An- Fl«o«- Fluor- Fluor- Fluor-
FEED FROM COMPOSITE thr.c.n. thr.c.n. Chry..n. Chry«n. .nth.n. .nth.n. .nth.n. .nth.n. Tot.l Tot.l
WTE TIME TEMP PERIOD COHC FLOW ' COHC FLOW CONC FLOW COHC FLOW COHC FLOW
DATE TIME SAMPLE ID (Ib./hr) ZERO (F) (k.) ("!/•*> (.) <«•"<•> <«> <"•""> <•» (U«"") W ^l.--*—
O
O
O
J*O
O
CO
10/01/89 01:06 midpoint
10/01/89 01:10
10/01/89 01:49 SHH-FS-02-01
10/01/89 02:34
10/01/89 03:58 SHH-FS-02-01
10/01/89 04:40
10/01/89 05:44 SHH-FS-02-01
10/01/89 06:48 midpoint
10/01/89 07:07
10/01/89 07:52 SHH-FS-02-02
10/01/89 08:24
10/01/89 09:40 SHH-FS-02-02
10/01/89 10:04
10/01/89 11:42 SHH-FS-02-02
10/01/89 12:46 midpoint
10/01/89 13:50 SHH-FS-02-03
10/01/89 14:38
10/01/89 15:20
10/01/89 15:47 SHH-FS-02-03
10/01/89 16:29
10/01/89 17:44 SUH-FS-02-03
10/01/89 18:45 midpoint
10/01/89 19:46 SUH-FS-02-04
10/01/89 20:25
10/01/89 22:16 SHH-FS-02-04
10/01/89 22:28
25.3
311 25.4
26.0 63
370 26.8
28.2 61
"'.' 6i a,2 16000 13.5 29000 24.4 21000, 17.7 720 0.6 66720 56.2
31.0
300 31.3
32.1 61
318 32.6
33.9 70
3" »'.9 79 849 15000 12.7 25000 21.2 11000 9.3 8900 7.6 59900 50.8
37.0
38.0 85
306 38.8
296 39.5
40.0 90
198 40 7
«'., 82 709 12000 8.5 22000 15.6 8700 6.2 7500 5.3 50200 35.6
43.0
44.0 79
245 44.6
46.5 54
146 46.7
-------
FEED SOIL (FS) — HIGH SOIL TEST
Cmrclnogenic PAH Inventory
O
O
O
ro
h*
0
. _
DATE
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/B9
10/03/89
10/03/69
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
TIME
23
23
:2U
:40
00:23
08
08
:00
:31
10:00
10
:27
11:52
12
14
14
15
16
16
:13
:26
:47
:19
:13
:32
17:36
18:08
19
20
:59
:20
21:03
21
-22
23
23
01
01
02
:55
:08
:09
:48
:27
:39
:41
FS FLOW Benio- B.nxo- Benro(b)- Benso(b)- B«n
HOURS DURING (,,-An- (.)-An- Fluor. „„„,_ Fluor. tlu<>^
PEED FROM COMPOSITE thr.c.n. thr.c.n. fihr^.n. Chry,.n. .nth.n. .nth.n. .nth.n. .nth.n. Tot.l Tot.l
SAMPLE ID ,1^!! > Z T PERIOD C°NC FL°" C°HC """ C°HC FL°" COH° «« «« FLOW
•*' (Kg) (UK/kfi) (ffl ^UB/kff) /•! /it*ll^.\ I \ e «•
o< o; IBJ iug;Kgj (gj (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
SUH-FS-02-04
SBR FEEDING BEGI
253
HIGH SOIL TEST R
SUH-FS-04-01
337
SHH-FS-04-01
433
SUH-FS-04-01
429
midpoint
SUH-FS-04-02
442
SUH-FS-04-02
442
SUH-FS-04-02
452
midpoint
450
SUH-FS-04-03
SUH-FS-04-03
435
475
SUH-FS-04-03
mla'polnt
47
47
48
80
80
82
82
84
84
86
87
87
88
88
89
90
92
92
93
94
94
95
96
97
97
do
.7 50 459 12000 5.5 20000 9.2 12000 5.5 1500 0.7 45500 20.9
.6
.2
.7
.2 37
.7
.1 55
.4
•6 46 1329 UOOO 14.6 20000 26.6 2200 2.9 1500 2.0 34700 46.1
.5
.4 50
.7
.8 48
.3
•2 « 1162 12000 13.9 22000 25.6 9100 10.6 5000 5.8 48100 55.9
.3
.1
.3-- -37 - • - - - --- - - ------ • - -. --.--. -. - . ...
.4 39
.0
.7
9 34
19000 "'* 36°°° A1'8 220° 2.6 1500 1.7 58700 68 1
-------
FEED SOIL (FS) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
o
o
o
ro
K-*
H*
(
-
DATE
10/04/69
10/04/89
10/04/89
J
10/04/89
10/04/89
10/04/89
10/04/59
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
TIME
FS FLOH Benzo- Benro- Bonro(b)- Banxo(b)- Benio(k) Banro(k)
HOURS DURING («)-An- (a)-An- Fluor- Fluor- Fluor- Fluor-
FBEO FROM COMPOSITE thracena thracena Chryaane Chrjriana anthene anthena anthane anthan. Total Totml
HATE TIHE TEMP PERIOD COHC FLOH COHC FLOW COHC FLOH CONC FLOW COHC FLOH
SAMPLE ID (Ibi/hr) ZERO (F) (kg) (ug/kg) (g) (ug/kg) (g) (u,/kg) (g) (ug/kg) (,) (u,/k.) (,)
03:35
03:
05:
06:
07:
44
33
03
29
07:42
08:52
10:
03
SUH-FS-04-04
SUH-FS-04-04
SWH-FS-04-04
midpoint
SWH-FS-05-01
10:24
11:
12:
13:
13:
59
20
38
57
SWU-FS-05-01
SHH-FS-05-01
15:40
15:
17:
17:
19:
19:
21:
21:
22:
23:
23:
01:
45
35
52
43
57
36
40
34
33
45
29
caldpolnt
SWH-FS-05-02
SUH-FS-05-02
SWH-FS-05-02
midpoint
SWH-FS-05-03
SUH-FS-05-03
02:15 •
459 99.
99.
415 101.
102.
447 103.
103.
105.
106.
468 106.
108.
462 108.
109.
555 110.
404 111.
112.
286 113.
114.
115.
373 116.
117.
345 117.
118.
119.
299 120.
121.
347 122.
a
9 28
8
3 28
7
9 30 1243 25000 31.1 43000 53.5 10000 12.4 8500 10.6 86500 107.5
1
3 45
6
2 63
5
8 " 1461 3000° «•« 50000 73.0 18000 26.3 15000 21.9 113000 165.0
2
9
0
8
1 54
9 52
2
8 50 103° 1700° I'-* "ODD 31.9 9000 9.3 8200 8.4 65200 67 1
9
8
8 48
0
7 46
5
-------
FEED SOIL (FS) — HIGH SOIL TEST
Carcinogenic PAH Inventory
o
o
o
ro
H*
ro
DATE
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
TIKE
03:
04:
04:
50
30
55
FS FLOW Benzo- Benro- Ben*o(b)- Benro(b)- B«n«o(k) Benlo(k)
HOURS DURING U)-An- <.,_*„_ Fluor. pluor. ^^ ^^
FEED FROM COMPOSITE thr.cen. thr.cen. Chrr»«n. Chry.ne .nthene .nth.n. «ith.n. .nth.ne Tot.l Tot.l
RATE .TIME TEMP PERIOD CONC FLOW , CONG FLOW COHC FLOW CONC FLOW COHC FLOW
SAMPLE ID Ub./hr, ZERO (F, (kg, (ug/kg, (g) (u6,k6) (., (ue/ks) (g) (u§/kg) (§) (^ (§)
SMH-FS-05-03
midpoint
05:55
06:00
07:
10:
10:
11:
11:
11:
30
10
39
00
36
51
14:28
14:
46
15:49
16:42
17:
18:
19:
19:
22:
22:
23:
23:
00:
01:
01:
36
28
18
45
02
48
12
34
02
28
37
SUH-FS-05-04
SMH-FS-05-04
SWH-FS-05-04
midpoint
SWH-FS-06-01
SWH-FS-06-01
SWH-FS-06-01
midpoint
SWH-FS-06-02
SWH-FS-06-02
SWH-FS-06-02
midpoint
SWH-FS-06-03
.
SWH-FS-06-03
124
330 124
125
342 126
126
127
130
333 130
131
216 131
132
134
380 135
136
136
137
354 138
139
379 140
142
143
341 143
143
293 144
398 145
145
.0 48 954 15000 14.3 24000 22.9 2200 2.1 1500 1.4 42700 40.7
.1
.1 '
.2 46
.7 46
.4 52 906 16000 14.5 25000 22.6 11000 10.0 8400 7.6 60400 54 7
.9
.2
.8
.1 64
.7 64
.0
•0 55 916 13000 11.9 19000 17.4 5200 4.8 400 0.4 37600 34 4
.9 '
.8 54
.7
.5 52
.0
•2 50 975 UOOO 13.7 28000 27 3 mnn o i onnn
-------- "••' .
-------
FEED SOIL (FS) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FS FLOW Bcnio- Btnzo-
Benio(b)- B«nio(b)- B«nso(k) Banto(k)
o
o
o
JO
DATE
10/06/89
10/06/89
10/06/89
- - _
HOURS DURING
FEED FROM COMPOSITE
RATE TIHE TEMP PERIOD
TIHE SAMPLE ID (Ibi/hr) ZERO (F) (kg)
03:22 410 147.6
03:31 SHH-FS-06-03 147.7 43 853
03:44 147.9
17589
TWO SIGNIFICANT FIGURES:
(a)-An- (a)-An-
thracana thracana
COHC PLOW
(ug/kg) (g)
12000 10.2
15905 279.8
(HID AVG)
16 280
(mg/kg)
Chryitn* Chryacna
COHC FLOW
(ug/kg) (g)
21000 17.9
28126 494.7
(WTD AVG)
28 490
(tug/kg)
Pluor-
anthana
COHC
(ug/kg)
2200
8360
(UTD AVG)
8.4
(mg/kg)
Fluor- Fluor- Fluor-
anthana anthana anthena
FLOW COHC FLOW
(•) (ug/kg) (g)
1.9 1500 1.3
147.0 5816 102.3
(WTD AVG)
150 5.8 100
(mg/kg)
Total
COHC
(ug/kg)
36700
58206
(WTD AVG)
58
(mg/kg)
Total
FLOW
(«)
31.3
1023.8
1000
to
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FPC FLOW
HOURS DURING
Benzo- Benzo-
Ben.o(b)- Bento(b)- Ben*o(k) BenZo(k)
O
o
o
JO
t~*
+s*
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
RATE TEMP
TIME DRUM ID SAMPLE ID (Iba/hr) (F)
23:48
02:05 SWH-FPC-01-01 39
03:45
05:16
06:12
06:16
07:17
10:34
11:04
12:04
12:30
16:25
18:30
19:05
19:40
22:05
00:27
00:33
01:15
02:03
04:00
06:07
06:11
07:10
08:13
09:58
FPC-15
midpoint
FPC-16
SWH-FPC-01-01
SWH-FPC-01-01
SHH-FPC-01-02
SWH-FPC-01-02
SWH-FPC-01-02
Irreg. perf. beglna
FPC- 17
39
38
69
38
70
102
46
90
Irrcg. perf. enda
FPC- 18
FPC- 19
midpoint
FPC-20
midpoint
-
SWH-FPC-01-04
SWH-FPC-01-04
SWH-FPC-01-04
SWH-FPC-02-01
SWH-FPC-02-01
SWH-FPC-02-01
SUH-FPC-02-02
SWH-FPC-02-02
23
45
44
42
86
41
41
41
84
41
70
™ 7 ^ Chrr"ne ChrT"n" """""• •°th"" ""•— •"*••» t°t.l Total
" ZD (co;k > FLOH CONC FLOH COHC FLOH COHC «" — ™
.- °-..._ (8> (U8/ks) <§) ("8/kg) <•> <«> (««/k8) (s)
o.o "
2.3
4
5
6
6
7
10
.0
•5 204 47000 9.6 79000.- 16.1 33000
.4
.5
.5
.8
6.7 27000 5.5 186000 37.9
,11.3
12.3 279 58000 16.2 85000 23.7 57000
12.7
15.9 830 0.2 200830 »56.1
16.6
18.
19.
19.
22.
24.
24.
25.
26.
28.
30.
30.
31.
32.
34.
,7
,3
9
3
7 246 62000 15.2 98000 24.1 33000
8
5
3
2
3 224 50000 11.2 81000 18.1 29000
4
4
4
2
8.1 34000 8.4 227000 55.8
6.5 20000 4.5 180000 40.3
-------
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FPC FLOW Bento- Bento-
Bonro(b)- Binto(b)- Btnco(k) Btnco(k)
0
o
o
ro
H*
cn
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
TIME DRUM ID
11:50
12:37 FPC-21
13:05 midpoint
14:20
16:07
17:47
18:51 midpoint
19:55
20:00 FPC-22
22:24
23:35
23:40
00:45 FPC-23
07:40
08:00
10:04
11:58
14:28
14:57 FPC-24
15:21 midpoint
16:15
17:38
19:42 FPC-25
20:09
21:10 midpoint
22:12
HOURS DURING (a) -An- («)-An- Fluor- Fluor- Fluor- Fluor-
FROM COMPOSITE thracena thracena Chrynne Chryaene anthana anthana »nth«n« anthana Total Total
RATE TEMP TIME PERIOD CONG FLOW CONG FLOW COHC FLOW COHC FLOW CONG FLOW
SAMPLE ID (lb»/hr) (F) ZERO (kg) (ug/k8> (g) (ug/kg) (g) (ug/k|) (g) (ug/kg) (g) (ug/kg) (g)
SWH-FPC-02-02
SWH-FPC-02-03
SWH-FPC-02-03
SHH-FPC-02-03
SWH-FPC-02-04
SWH-FPC-02-04
SWH-FPC-02-04
SWB-FPC-04-01
SWH-FPC-04-01
SHH-FPC-04-01
SHH-FPC-04-02
SWH-FPC-04-02
SWH-FPC-04-02
SWH-FPC-04-03
78
79
85
90
82
4V
61.
39
50
56
34
39
36
77
38
37
116
35
34
36
36
37
38
40
42
43
-44
44
46
47
47
49
79
80
82
84
86
87
87
88
89
91
92
93
94
.0 208 38000 7.9 64000 13.3 25000
.8
.3
.5
.3
.0 175 53000 9.3 89000 15.6 31000
.1
.1
.2
.6
.8 128 59000 7.6 100000 12.8 33000
.9
.0
.9
.2
.3
.2
.7 264 52000 13.8 89000 23.5 33000
.2
.6
.5
.8
.9
.4 315 48000 15.1 66000 20.8 24000
.4
.4
5.2 6400 1.3 133400 27.8
5.4 36000 6.3 209000 36.6
• -- - -' -- - -- --' - -
4.2 33000 4.2 225000 28.8
8.7 29000 7.7 203000 53.7
7.6 29000 9.1 167000 52.5
-------
DATE TIME DRUM ID
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Carcinogenic PAH Inventory
FPC FLOW B.n«o- Benso- Ben«o(b>- B.n«o(b)- B.n.o(k) B.n«o(k)
HOURS DURING (.)-*„- ^.^ „„„. flmt_ ^ ^J
FROM COMPOSITE thr.c.ne thr.c.n. Chryaen. Ch^.n. ,nthene Mthen. Mthen. ^^
RATE TEMP TIME PERIOD CONC FLOW CONC FLOW COHC FLOW COHC FLOW
SAMPLE ID (IbB/ht) (F) ZERO (kg) (ug/kg) (.)
Total Total
CONC FLOW
(ug/kg) (g)
o
o
ro
»-»
CD
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
.10/04/89
10/05/89
10/05/89
10/OS/B9
10/05/89
10/05/89
23:02
23:23
01:53
02:54
03:55
04:42
06:08
07:46
08:58
09:37
10:10
12:14
13:42
15:45
15:51
18:00
19:50
21:31
21:52
22:35
23:39
01:38
03:47
04:58
05:53
t\a . no
FPC-26
midpoint
FPC-27
midpoint
FPC-28
FPC-29
midpoint
FPC- 30
midpoint
midpoint
FPC- 31
•*
SWH-FPC-04-03
SWH-FPC-04-03
SWH-FPC-04-04
SWH-FPC-04-04
SWB-FPC-04-04
SWH-FPC-05-01
SHH-FPC-05-01
SWH-FPC-05-01
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPG-05-03
SWH-FPC-05-03
SWH-FPC-05-03
«•*»* nn*. __
own-rrv*-U3-04
34
129
33
31
94
31
31
103
36
48
40
83
39
38
38
64
., - 3r
36
37
65
36
95.2
95.6
98.1
99.1
100.1
100.9
102.3
104.0
105.2
105.8
106.4
108.4
109.9
112.0
112.1
114.2
116.0
117.7
118.1
118.8
119.9
121.8
124.0
125.2
126.1
126.4
279 56000 15.6 92000 25.7
42000
11.7
3200
275 47000 ,12.9 75000 20.7
32000
8.8
1800
265 46000 12.2 71000 18.8
27000
7.1
26000
196 26000 5.1 40000 7.8 16000
3.1
10000
189 63000 11.9 85000 16.0 31000
5.8
38000
0.9 193200 54.0
0.5 155800 ,.42.9
6.9 170000 45.0
2.0 92000 18.0
7.2 217000 40.9
-------
DATE TIME DRUM ID
FINE PARTICLE CAKE (FPC) — HIGH SOIL TEST
C»rclnogenlc PAH Inventory
FPC FLOW B.n.o- B.n.o- Ben«o(b)- B.«o(b)- B.n.o(k) B.n«(k)
HOURS DURING- (-)-An- C)-An- Huor- Fluor- Fluor- Fluor-
FROH COMPOSITE thr.cen. thr.c.n. Chrr»«n. Chry,.n. .nth.n. .nth.n. .nth™ -nth«n.
RATE TEMP TIHE PERIOD COHC FLOW COHC FLOW CONC FLOW COHC FLO-
SAMPLE ID Ub,/hr> ZERO (k.)
Total Total
COHC FLOW
(UK/kg) (B)
o
o
T\"l
OJ
k—4
r^
^1
10/05/89
10/05/89
10/05/89
10/OS/B9
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
07:33
10:17
11:09 midpoint
12:02
14:33
15:20 FPC-32
15:53
16:48 midpoint
17:43
19:23
21:40 FPC-33
22:05
22:53 midpoint
23:42
01:47
03:37
03:44
04:01 FPC-34
SWH-FPC-05-04
SWH-FPC-05-04
SWH-FPC-06-01
SWH-FPC-06-01
SHH-FPC-06-01
SWH-FPC-06-02
SWB-FPC-06-02
SHH-FPC-06-02
SWH-FPC-06-03
SWH-FPC-06-03
SWH-FPC-06-03
36 127.8
38 130.5
43
42
57
42
39
38
74
38
37
36
35
72
131.4
132.2
134.8
135.5
136.1
137.0
137.9
139.6
141.9
142.3
143.1
143.9
146.0
147.8
147.9
148.2
164 52000 8.6 71000 11.7 29000
4.8 1800 0.3 153800 25.3
158
23000 3.6 37000 5.B 14000
2.2 12000 1.9 86000 13.6
203 35000 7.1 64000 13.0 37000
158 44000 7.0 71000 11.2 31000
3931 48288 189.8 76029 298.9 31662
(WTD AVG) (WTD AVG) («TD AVG)
7.5 5500 1.1 141500 28.7
4.9 19000 3.0 165000 26.1
124.5 18047 70.9 174027 684.1
(WTD AVG) (WTD AVG)
TWO SIGNIFICANT FIGURES:
48
(mg/kg)
190 76
(nig/kg)
300
32
(mg/kg)
120 18
(mg/kg)
71 170
(mg/kg)
680
-------
FINE OVERSIZE (FO) — HIGH SOIL TEST
Carcinogenic PAH Inventory
DATE
TIME DRUM ID
FO FLOW
HOURS DURING
FROM COMPOSITE
RATE TEMP TIME PERIOD
SAMPLE ID (lb»/hr) (F) ZERO (kg)
Bento- B«nzo- Benio(b)- Benzo(b)- Benro(k) Benco(k)
(«)-An- (»)-An- Fluor- Fluor- Fluor- Fluor-
thracene thracene Chrysene Chryaene anthene anthene anthene anthena Total Total
CONG FLOW CONC FLOW CONC FLOW CONC FLOW COHC FLOW
(ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
o
o
o
4 »
r- *
(JO
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
23:43
23:48
01:52
03:38
OS:
14
06:10
07:
11:
06
00
12:09
12:30
18:
19:
19:
30
10
50
21:55
00:
01:
01:
03:
OS:
06:
08:
09:
12:
13:
14:
16:
12
02
52
40
55
58
02
58
07
12
17
22
SWH-FO-01-01
SWH-FO-01-01
SWH-FO-01-01
midpoint
SWH-FO-01-02
SHH-FO-01-02
SWH-FO-01-02
Irreg. pert, begins
Irreg. perf. end*
FO-4
SWB-FO-01-04
SWH-FO-01-04
SWH-FO-01-04
midpoint
SWH-FO-02-01
SWH-FO-02-01
SWH-FO-02-01
midpoint
SWH-FO-02-02
SWH-FO-02-02
SWH-FO-02-02
midpoint
SHH-FO-02-03
SUH-FO-02-03
55
54
52
53
74
78
IS
75
70
64
63
61
61
61
70
79
85
90
-0
2
3
5
6
7
11
12
12
18
19
20
22
24
25
26
27
30
31
32
34
36
37
38
40
.1
0
.1
.8
.4
.4
.3
.2
.4
.7
.7
.4
.0
.1
.4
.2
.1
.9
.1
.2
.2
.2
.3
.4
.5
.6
** 840° 0.37 25000 1.09 6200 0.27 1500 0.07 41100 1.79
43 910° °-39 17000 0.74 6000 0.26 5400 0.23 37500 1.63
-
43 760° 0.33 22000 0.94 4400 0.19 5900 0.25 39900 1.71
39 1300° °-5l "000 0.62 14000 0.55 390 0.02 43390 1.69
41 3900° 1-59 70000 2.86 26000 1.06 21000 0.86 156000 6.37
-------
FINE OVERSIZE
-------
FINE OVERSIZE (FO) — HIGH SOIL TEST
Carcinogenic PAH Inventory
DATE TIME DRUM ID
FO FLOW
HOURS DURING
FROM COMPOSITE
RATE TEMP TIME PERIOD
SAMPLE ID (Iba/hr) (F) ZERO (kg)
B«mzo- Benzo- Benzo(b)- B.nzo(b)- B.nzo(k) B.nzo(k)
(«)-An- fa)-An- Fluor- Fluor- Fluor- Fluor-
thracen. thracan* Chrysen« Chry»«n« .nth.n. anthen. anth.n. anthen. Total Total
CONG FLOW COHC FLOW CONG FLOW CONG FLOW COHC FLOW
(ug/kg) (g) (ug/kg) (g)
o
o
o
ro
to
<±>
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
.10/04/89
10/04/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05789
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10:12
12:07
15:03 midpoint
16:30 FO-8
17:59
19:44
21:20
22:27 midpoint
23:34
01:25
03:40
04:50 midpoint
06:00
07:28
10:27
11:12 FO-9
11:19
12:12
14:38
16:07
16; 53 midpoint
17:40
19:21
21:53
22:43 midpoint
23:33
SWH-FO-05-01
SWH-FO-05-01
SWH-FO-05-02
SWH-FO-05-02
SHH-FO-05-02
SWH-FO-05-03
SWH-FO-03-03
SWH-FO-05-03
SWH-FO-OS-04
SWH-FO-05-04
SWH-FO-05-04
SWH-FO-06-01
SWH-FO-06-01
SWH-FO-06-01
SWH-FO-06-02
SWH-FO-06-02
SWH-FO-06-02
SWH-FO-06-03
46
63
39
54
52
50
48
46
48
46
46
52
19
66
64
55
54
52
50
48
106
108
111
112
114
115
117
118
119.
121.
123.
125.
126.
127.
130.
131.
131.
132.
134.
136.
137.
137.
139.
142.
142.
143.
.4
.3
.3
.7
.2
.9
.5
.7
.8
6
9
0
2
7
7
4
5
4
8
3
1
9
6
1
9
8
110 33000 3.61 61000 6.68 17000 1.86 15000 1.64 126000 13.80
78 22000 1.72 38000 2.96 11000 0.86 700 0.05 71700 5.59
56 23000 1.29 46000 2.57 "iSOOO 0.84 14000 0.78 98000 5.48
57 34000 1.94 53000 3.02 16000 0.91 13000 0.74 116000 6.62
54 37000 2.01 48000 2.61 18000 0.98 11000 0 60 114000 6 19
" 22°°° 1'25 U00° 2'5° "GOO 0.85 14000 0.80 95000 5.40
-------
O
O
O
to
10
FIHE OVERSIZE (FO) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
FOFLOH
HOURS DURING
B.n»- Benro-
(a)-An- (a)-An-
FROM COMPOSITE thr.can. thr.c.n. Chryien.
SHH-FO-06-03
SHH-FO-06-03
DATE TIME DRUM ID
10/06/89 01:39
10/06/89 03:31
10/06/89 03:**
10/06/89 03:58 FO-10
FO-6 contained material coll«ct«d
durln* operating parlodi not
within th« icopa of th«
•valuation.
TEMP TIME PERIOD
SAMPLE ID Ub.,hO (F) ZERO (k.)
46 1*5.9
43 1*7.7
1*7.9
22 1*8.2
*9
CONC
(u./k.)
27000
FLOH
C.)
COHC
(u./k.)
FLOH
(.)
B.n«o(b)- l.n«o(b)- B.n.o(k) B.n«o(k)
"uor- Fluor- Fluor- Fluor-
anthan. «ith.n. anthan. «th.n.
CONC FLOW COHC FLOH
(.)
Total
COHC
Total
FLOH
1.32 53000 2.59 17000
0.83
16000 0.78 113000 5.53
1007 21*61 21.62 39022 39.31 135**
(HID AVG) <«TD AVG)
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Carcinogenic PAH Inventory
o
o
o
ro
10
10
DATE
09/29/89
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
._ 10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
in/ni /no
TIME
23:48
23:51
02:10
03:44
05:32
06:26
07:20
10:00
10:25
11:55
12:30
18:30
19:15
20:06
22:08
00:32
01:23
02:15
03:35
04:05
05:49
06:49
07:50
09:48
11 . i. a
RATE rT-EMP
DRUM ID SAMPLE ID (Ibs/hr) (F)
CO FLOW Benzo- Benzo- Benzo(b)- Ban«o(b)- Benzo(k) Benzo(k)
HOURS DURING O-An- (.)-*„- Fluor. Fluor. Fluor. Flu<>r_
FROM COMPOSITE thracene t'hracena Chrysene Chrysene anth.na anthene anthene anthene Total Total
TIME PERIOD CONG FLOW CONG FLOW COHC FLOW CONG FLOW CONG FLOW
ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
0
0.1
SWH-CO-01-01
SWH-CO-01-01
SWB-CO-01-01
midpoint
SWH-CO-01-02
CO-8
SHH-CO-01-02
SWH-CO-01-02
Irreg. perf. beglna
Irreg. parf. and*
CO- 9
SWH-CO-01-04
SWH-CO-01-04
SWH-CO-01-04
midpoint
SWH-CO-02-01
CO- 10.
SWH-CO-02-01
SWH-CO-02-01
midpoint
SWH-CO-02-02
SWH-CO-02-02
•>wn \AJ-Ui — Mi
55
54
52
53
43
70
78
33
75
70
64
63
51
61
61
61
70
78
2
3
5
6
7
10
10
12
12
18
19
20
22
24
25
26
27
28
30
31
32
34
36
.4
.9
•7 129 24000
.6
.5
.2
.6
•1 107 47000
.7
.7
.5
.3
.3
•1 154 14000
.6
.5
.8
.3' - - -- - ' --- ' -
.0 121 13000
.0
.0
.0
-0 130 12000
3.1 56000 7.2 17000 2.2 1400 0.2 98400 12.7
r --••:,.,
5-° 260° 0-3 1200 0.1 670 0.1 51470 5.5
2.2 11000 1.7 9200 1.4 4100 0.6 38300 5.9
1.6 16000 1.9 9400 1.1 3200 0.4 41600 5.0
1.6 21000 2.7 Q7nn i •» oonn „ ,
1.3 2200 0.3 44900 5.9
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Carcinogenic PAH Inventory
CO FLOW B«nro- Banzo-
Bento(b)- B«n«o(b)- B«nro(k) B*nco(k)
,
o
o
o
to
ro
to
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
HOURS DURING («)-An- («)-An- Fluor- Fluor- Fluor- Fluor-
FROM COMPOSITE thc»cene thracan* Chryaana Chrjriana »nth«n« anthana anthana anthana Total Total
RATE TEMP TIME PERIOD CONG FLOW CONG FLOW COHC FLO* COHC FLOW CONG FLOW
TIME DRUM ID SAMPLE ID (Iba/hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
12:53 midpoint
12:53 CO-11
13:56 SWH-CO-02-03
16:00 SWH-CO-02-03
17:*9 SWH-CO-02-03
18:54 midpoint
20:00 SWH-CO-02-0*
22:1* SWB-CO-02-04
23 : 38 SWH-CO-02-0*
23:*0
00:*5 CO-12
03:*7
05:35 CO-1*
08:00
10:01 SWB-CO-0*-01
11:16 CO-IS
11:57 SWH-CO-0*-01
1*:35 SWH-CO-0*-01
15:27 midpoint
16:15 CO- 16
16:19 SHH-CO-0*-02
17:43 SHH-CO-0*-02
20:0* SHH-CO-0*-02
21:10 midpoint
21:10 CO-17
37.1
*7 37.1
85 38.1
90 *0.2
82 *2.0 103 11000 - 1.1 26000 2.7 10000 1.0 1100 0.1 48100 5.0
*3.i
20 **.2
5* *6.*
50 47.8 81 21000 1.7 37000 3.0 2*000 2.0 670 0.1 82670 6.7
47.9
38 49.0
76.0
95 77.8
80.2
37 82.2
72 83.5
55 84.2
46 86.8 252 21000 5.3 39000 9.8 14000 3.5 11000 2.8 85000 21.5
87.7
77 88.5
SO 88.5
48 89.9
A3 92 3 212 41000 8.7 49000 10.4 9000 1.9 5800 1.2 104800 22.2
93.4
82 93.4
-------
COARSE OVERSIZE (CO) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
o
o
ro
ro
_ . -
DATE
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
10/04/89
. 10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/04/89
10/05/89
10/05/89
1 n /n* too
TIME DRUM ID
22:15
23:08
01:54 CO-18
01:56
02:51 midpoint
03:46
06:02
07:36
07:45 CO- 19
08:50 midpoint
10:04
11:59
12:35 CO-20
13:35
15:44 midpoint
17:53
18:20 CO-21
19:53
21:30
22:35 midpoint
23:05 CO-22
23:41
01:26
03:40
04:51 midpoint
RATE TEMP
SAMPLE ID (lb»/hr) (F)
SWB-CO-04-03
SWH-CO-04-03
SWB-CO-04-03
SWH-CO-04-04
SHB-CO-04-04
SHH-CO-04-04
SWH-CO-05-01
SWH-CO-05-01
SWH-CO-05-01
SWH-CO-05-02
SWH-CO-05-02
SWH-CO-05-02
SWH-CO-05-03
SWH-CO-05-03
SWH-CO-05-03
37
39
86
34
28
28
30
79
46
63
86
59
54
74
52
50
69
48
46
48
CO FLOW Ben*o- Benxo- Benzo(b)- Ben.o(b)- B.nxo(k) Ben«o(k)
BOURS DURING (.)-An- (,)-An- Fiuor- rluor. pluor. Muor_
FROM COMPOSITE thr.cene thr.cene Chry.en. Chrysene .nth.n. Athene Athene .nthene Tot.l Tot.l
TIME PERIOD CONG FLOW CONC FLOW CONC FLOW CONC FLOW COHC FLOW
ZERO (kg) (ug/k.) (.) (Ug,kg) (g) (ugfk.) (g) (ug/kg) (g) (ug/kg) (g)
9*4
95
98
98
99
100
102
103
104
105
106
108
108
109
111
114
114
116
117
118
119
119
121
123
125
.5
.3
.1
-1 219 21000 4.6 36000 7.9 14000 3.1 1400 0.3 72400 15.8
.0
.2
•8 218 32000 7.0 54000 -11.8 20000 4.4 2300 0.5 108300 236
.0
.0
.3
.2
.8
.8 252 27000 6.8 43000 10.9 10000 2.5 8800 2.2 88800 22 4
.9
.1
.5
.1
'7 . "2 2A°°° J5;3 U°°° .»•« . i3°°° 2-9 .11000 2.^4 92000 20 4 -
. 8
.3
.9
.6
.9 190 22000 4.2 45000 8.6 15000 2.9 12000 2.3 94000 17.9
-------
COARSE OVERSIZE (CO) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
CO FLOW Bento- B«nto-
Benro(b)- B«nzo(b)- B«nco(k) B«izo(k)
o
0
o
ro
to
en
DATE
10/02/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/05/89
10/06/89
10/06/89
10/06/89
10/06/89
10/06/89
TIME DRUM ID
06:02
07:26
07:31 CO-23
10:12
11:03 midpoint
11:55
14:22 CO-24
14:30
15:51
16:49 midpoint
17:47
17:48 CO-25
19:26
21:48
22:43 midpoint
23:39
01:42
02:46 CO -26
03:39
03:44
04:03 CO-27
HOURS DURIHG («)-An- (a)-An- Fluor- Fluor- Fluor- Fluor-
•FROH COMPOSITE thracen* thracen« Chrysine Chryiena anthen* «nth«n« anthvnc anthene Total Total
RATE TEMP TIME PERIOD CONG FLOW CONG FLOW COHC FLOW COHC FLOW COHC FLOW
SAMPLE ID (Iba/hr) (F) ZERO (kg) (ug/ks) (g) (ug/kg) (g) (ui/kg) (g) (ug/kg) (g) (ug/kg) (g)
SWH-CO-05-04
SHH-CO-05-04
SHH-CO-05-04
SHH-CO-06-01
SWH-CO-06-01
SWH-CO-06-01
SWH-CO-06-02
,
SWH-CO-06-02
SWH-CO-06-02
SWH-CO-06-03
SWH-CO-06-03
SWH-CO-06-03
46 126.
46 127.
67 127.
52 130.
131.
2
6
7
4
3
181 19000 3.4 27000 4.9 10000 1.8 5800 1.0 61800 11.2
66 132.1
62 134.
66 134.
55 136,
137
54 138
123 138
52 139
59 142
142
48 143
46 145
58 147
43 147
147
91 148
6
,7
.1
.0
.0
.0
.6
.0
.9
.9
.9
.0
.9
.9
.3
230 30000 6.9 48000 11.1 18000 4.1 17000 3.9 113000 26.0
"
184 32000 5.9 61000. 11.3 19000 3.5 20000 3.7 132000 24.3
' 146 32000 4.7 58000 8.5 25000 3.6 22000 3.2 137000 20.0
3132 25237 79.0 39670 124.2 13840 43.3 8092 25.3 86839 272.0
(WTD AVG) (HID AVG) (UTD AVG) (WID AVG) (WTD AVG)
-------
COARSE OVERSIZE (CO) .— HIGH SOIL TEST
Carcinogenic PAH Inventory
CO FLOW Benzo- Benzo- Benzo(b)- Benzo(b)- Benzo(k) Benzo(k)
HOURS DURING (a)-An- (»)-An- Fluor- Fluor- Fluor- Fluor-
FROM COMPOSITE thracen* thracane Chrysene Chrysene anthene anthene anthene anthene Total Total
RATE TEHP TIME PERIOD CONG FLOW CONG FLOW COHC FLOW CONG FLOW COHC FLOW
DATE TIME DRUM ID SAMPLE ID (lb«/hr)
-------
COMBINED DEWATERING EFFLUEHT (CDE) — HIGH SOIL TEST
Carcinogenic PAH Inventory
DATE TIME TANK HO SAMPLE ID
HOURS DURING
FROM COMPOSITE
CDE RATE TIME TEMP PERIOD
(gpra) (IbJ/hr) ZERO (F) (Liters)
B«nro- Benzo- B*nzo(b)- Banzo(b)- B«nro(k) Benco(k)
(a)-An- (a)-An- Fluoc- Fluor- Fluor- Fluor-
thracvne thraccne Chryaene Chrys«n« anthen* anth«n« anthene anth«n« Total Total
CONG FLOW CONG FLOH COHC FLOW CONG FLOW CONG FLOW
(ug/l) (g) (ug/l) (g) (g) (ug/1) (g)
O"
o
o
CO
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
23:48
01:17
02:03
03:31
03:42
05:11
05:15
.06:15.
06:59
07:16
09:35
09:58
10:39
10:48
10:48
11:58
12:25
12:30
15:05
16:36
18:30
18:51
20:00
20:44
21:50
23:59
fl
SUH-CDE-01-01
fl
SUH-CDE-01-01
fl
SUH-CDE-01-01
midpoint
fl
SUB-CDE-01-02
fl
SUB-CDE-01-02
fl
12
SUH-CDE-01-02
12
system Irreg. begins
12
12
system Irreg. ends
12
SWH-CDE-01-04
#2
SWH-CDE-01-04
SWH-CDE-01-04
1.
2.
4.25 2127 3.
3.
4.84 2421 5.
5.
6.
5.20 2601 7.
7.
4.68 2344 9.
2.19 1095 10.
10.
3.25 1626 11
11
12
3.94 1972 12
12
4.07 2038 15
3.92 1961 16
18
4.22 2114 19
20
3.28 1639 20
22
24
0
5
3 55
7
9 54
4
5 52 6689 230 1.5 350 2.3 130 0.9 120 0.8 830 5.6
5
2
5 53
8
2
.9 70
.0
.0
.2 77 5949 79 0.5 120 0.7 11 0.1 10 0.1 220 1.3
.6
.7
.3
.8
.7
.1
.2 75
.9
.0 70
.2 64 5718 56 0.3 90 0.5 30 0.2 10 0.1 186 1.1
-------
COMBINED OEUATERING EFFLUENT (CDE) — HIGH SOIL TEST
Carcinogenic PAH Inventory
Banco- Benzo-
BsnEo(b)- Bento(b)- Benzo(k) Benzo(k)
o
o
ro
^ ^g^
to
00
DATE
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
~10/01789"
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
TIME
01:04
01:15
02:10
02:37
03:57
04:43
05:53
06:55
07:09
07:58
08:22
09:43
10:08
10:40
12:21
13:15
13:15
14:02
15:17
15:41
17:21
17:42
18:54
19:27
20:06
22:00
HOURS DURING (a)-An- (a) -An- Fluor- Fluor- Fluor- Fluor-
FROM COMPOSITE thracene thracene Chrysene Chrysene anthene anthena anthene anthena Total Total
CDB RATE— TIME TEMP PERIOD CONC FLOW CONC FLOW CONC FLOW CONC FLOW CONC FLOW
TAHK HO SAMPLE ID (|pm) (lb»/hr) ZERO (F) (liter.) (ug/1) (g) (ug/1) (g) (ug/1) (g) (Ug/l) (g) (ug/1) (g)
midpoint
12 4.04
SWH-CDE-02-01
12 3.66
SWH-CDE-02-01
•2 4.31
SWH-CDE-02-01
midpoint
12 4.06
12
12
SWH-CDE-02-02
4.18
SWH-CDE-02-02
3.67
SWH-CDE-02-02
midpoint
12
11
11
11
4.07
SWH-CDE-02-03
3.24
SWH-CDE-02-03
3.81
SWH-CDE-02-03
midpoint
11
11
3.86
SWH-CDE-02-04
3.72
25.
2021 25.
26.
1833 26.
28.
2158 28.
30.
31.
2032 31.
32.
2093 32.
33.
1835 34.
34.
36.
2036 37.
37.
38.
1621 39.
39.
1904 41.
41.
43.
1931 43.
44.
1860 46.
3
5
4 63
B
2 61
9
1 61 5390 80 0.4 120 0.6 47 0.3 37 0.2 284 1.5
1
4
2 61
6
9 70
3
9 78 *883 58 0.3 90 0.4 35 0.2 32 0.2 215 1.0
6
5
5
2 85
5
9 90
6
9 82 5"2 « 0-2 68 0.4 26 0.1 24 0.1 163 0.9
1
7
3 68
2
-------
COMBINED DEWATERINC EFFLUENT (CDE) — HIGH SOIL TEST
Carcinogenic PAH Inventory
DATE
TIME TANK NO SAMPLE ID
HOURS DURING
FROM COMPOSITE
CDE RATE TIME TEMP PERIOD
(tpa) (Ibs/hr) ZERO (F) (llt«r<)
Banzo- B«nio- Benso(b)- Banio(b)- Banro(k) Binro(k)
(»)-An- («)-An- Fluor- Fluor- Fluor- Fluor-
thracena thracana Chrysena Chr/aana anthana anthana anthene anthana Total Total
CONG FLOW CONC FLOW CONG FLOW CONG FLOW CONC FLOW
(ug/1) (g) (ug/1) (s) (ug/1) (() (ug/l) (s) (ug/1) (g)
o
o
to
to
CD
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/04/89
10/04/89
10/04/89
22:21
23:32
23:40
00:22
07:31
08:00
10:06
10:25
11:51
12:15
14:31
14:50
15:21
16:12
17:39
19:26
20:05
21:11
21:30
22:17
22:52
23:07
23:39
01:29
01:52
02:55
11
12
-
12
12
12
SWH-CDE-02-04
SHH-CDE-02-04
3.74
SWB-CDE-04-01
3.49
SHH-CDE-04-01
3.37
SWB-CDE-04-01
3.69
midpoint
12
SWH-CDE-04-02
SWB-CDE-04-02
3.36
SWH-CDE-04-02
midpoint
f2
»2
12
»2
3.23
SWH-CDE-04-03
3.26
SWH-CDE-04-03
3.22
3.15
SWH-CDE-04-03
midpoint
46.
47.
47.
1870 48.
79.
80.
82.
1748 82.
84.
1686 84.
86.
1845 87.
87.
88.
89.
1682 91 .
92.
93.
1616 93.
94.
1633 95.
95.
1609 95.
1577 97.
98.
99.
6 54
7 50 4048 58 0.2 110 0.4
9
6
7
2
3 37
6
1 55
5
7 46 5883 40 0.2 70 0.4
0
6
4 SO
9 48
6
3 43 4394 42 0.2 66 0.3
4
7
5 37
1
3 39
9
7
1 34 4249 44 0.2 63 0.3
1
34 0.1 32 0.1 234 0.9
18 0.1 17 0.1 145 0.9
25 0.1 16 0.1 149 0.7
32 0.1 14 0.1 153 0.7
-------
COMBINED DEUATERIHC EFFLUEHT (CDE) -- HIGH SOIL TEST
Carcinogenic PAH Inventory
FROM COMPOSITE thracene
COB RATE TIME TEMP PERIOD CONG
DATE TIME TANK HO SAMPLE ID (,p.) (lb./hr) ZERO (F) (Ut.r.) (ug/1)
10/04/89 03:34 f2
10/04/89 03:58
10/04/89 03:29 f2
10/04/89 06:00
10/04/89 07:30 f2
10/04/89 07:43
3.44
SUH-CDE-04-04
3.35
SUH-CDE-04-04
3.47
SHH-CDE-04-04
10/04/89 08:56 midpoint
O
O
O
T\.*\
ro
o
10/04/89 09:33 fl
10/04/89 10:08
10/04/89 10:28 fl
10/04/89 12:12
10/04/89 12:24 fl
10/04/89 13:40
10/04/89 14:04 fl
SUH-CDE-03-01
2.48
SUH-CDE-03-01
2.73
SUH-CDE-05-01
2.88
10/04/89 15:31 midpoint
10/04/89 17:36 fl
10/04/89 18:02
10/04/89 19:38 fl
10/04/89 19:47
10/04/89 21:23 fl
10/04/89 21:26
1.93
SUH-CDE-05-02
2.64
SUH-CDE-05-02
3.08
SUH-CDE-05-02
10/04/89 22:31 midpoint
10/04/89 23:37
10/04/89 23:50 fl
10/05/89 01:25
10/05/89 01:45 »r-
SUH-CDE-05-03
3.20
SUH-CDE-05-03
3.06
1722 -99.8
100.2 28
1678 101.7
102.2 28
1738 103.7
104.0 30 4696 220
103.1
105. B
106.3 46
1241 106.7
108.4 61
1374 108.6
109.9 59 3937 44
1443 110.3
112.0
964 113.8
114.2 54
1323 115.8
116.0 52
1541 117.6
117.6 50 . . .. 4040 - 150
118.7
119.8 48
1602 120.0
121.6 46
1532 122.0
,., ,„.,„ ,., ,„.,„ ia ~ ™ ~
(
1-0 "° »•• »° 0.? 110 0.5 820 3.9
°'2 «8 °'3 2« 0.1 18 o.l 156 0.6
°V6 "° r'° * 0:4 73 oT3 561 2.3
-------
COMBINED DEWATERIHG EFFLUEHI (CDE) — HIGH SOIL TEST
Carcinogenic PAH Inventory
DATE TIME TANK HO SAMPLE ID
HOURS DURING
FROM COMPOSITE
CDB RATE— TIME TEMP PERIOD
(tpa) (Ibs/hr) ZERO (P) (Uteri)
Benzo- Btnzo- B«nro(b)- Binzo(b)- B«nzo(k) Benxo(k)
(«)-An- (»)-An- Fluor- Fluor- Fluor- Fluor-
thc«c«n« thracen* Chry»«n« Chry»«n« anthen* anth«n« anthena anthene Total Total
CONG FLOW COHC FLOW COHC PLOW CONG FLOW CONG FLOW
(UC/I) (g) (ug/1) (g) (ug/1) (g)
-------
t
S
1
1
& B **
1 | -
I k 1 § -
Jif§~
hlil
I c a
* 8 B »»
M i
i'-j.a
III *
1 3
SsS
i 5 8 « ~
till"
131
t I 8 B
i i i *
8 5 8 ***
2 5 S g
| 1 § §
( **
ii
fl
i *•*
a
I
|
M
H
|
9
o> «
225552
5 S 3
a 3 s
35 a
8 S
ta i i
O < t
1 I
as- a
s s a s s a
s s s s s s
8 S S S S 2
* I s 1 1 1
5. a
1 *--
0 & y* •^
' " 1 • I
2 2
ft a in <-.
"S s =;
•c »
m *!
* *•* -» *%
8 !|
1
It v*
s
*»» u * *•*
S 5 1 ^
° ¥
: " "
s| H
s
M
i
w
i
000232
-------
ATS TREATED RECYCLE WATER (ATW) — HIGH SOIL TEST
Carcinogenic PAH Inventory
0
o
ro
CO
i» *
UJ
DATE
09/29/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
09/30/89
10/01/89
10/01/89
10/01/89
10/01/89
TIKE
23:48
01:17
02:08
03:31
05:11
05:28
05:45
05:45
06:59
09:35
09:58
10:23
10:47
12:25
12:30
15:05
16:36
18:30
18:51
20:08
20:44
22:13
00:07
01:15
01:22
02:37
TANK HO. SAMPLE ID (gpa) (lbi/hr)
14
SWH-ATW-01-01
14
14
SWH-ATW-01-01
»t>
*3
•3
13
13
SWH-ATW-01-01
13
13
system Irreg. big in
»3
13
system Irreg. end
*3
SWH-ATW-01-02
*3
SWH-ATW-01-02
SWH-ATW-01-02
13
midpoint
#3
3
3
2
3
3
1
3
3
3
3
3
3
3
3
.80
.79
.69
.67
.66
.38
.30
.33
.35
.13
.29
.77
.52
.65
1903
1898
1344
1834
1832
691
1652
1668
1677
1566
1644
1888
1761
1827
ATW FLOW B«nio- Btnto- B«nso(b)- B.nro(b)- Btnto(k) B.nzo(k)
HOURS DURIHC <«)-An-
-------
DATE
TIME
ATS TREATED RECYCLE WATER (ATW) — HIGH SOIL TEST
Carcinogenic PAH Inventory
ATW FLOW Ben«o- Benzo- B«n«(b)- B«nro(b)- B.n«o(k) B.n«o(k>
HOURS DURIHG (.)-An- (.j-An- rluor. Fluor. rluor. „„„.
FROM COMPOSITE thr.ctn. thr.cen. Chry.«n« Chrysen. .nth.n. «nth.n. .nth.n. «,then« Total Total
TIME TEMP PERIOD CONC FLOW CONC FLOW CONC FLOW COHC FLOW CONC FLOW
TANK NO. SAMPLE ID (.po.) (lb./hr, ZERO (F, (liter,) (ug/X, (., (uB/l, (g, (u.m (g) (ug/l) £ ^ *"*
O
o
ro
CO
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/01/89
10/02/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
10/03/89
04:12
04:43
07:09
07:55
08:22
10:08
11:47
13:15
13:49
15:17
15:52
17:21
19:27
20:04
22:00
23:40
23:40
00:22
07:33
08:00
10:25
11:54
12:15
14:50
16:11
16:36
SWH-ATW-02-01
13
14
SWH-ATW-02-01
14
14
SWH-ATW-02-01
14
midpoint
14
SWB-ATW-02-02
*4
14
SWH-ATW-02-02
14
SWH-ATW-02-02
*4
14
14
SWH-ATW-04-01
14
14
SUH-ATW-04-01
14
3
3
3
3
3
3
3
3
3
2
3.
3
2.
.78
.61
.38
.52
.39
.20
.30
.25
.04
.99
.27
.36
,84
1891
1809
1692
1761
1696
1602
1650
1625
1519
1496
1635
1680
1421
28
28
31
32.
32.
34.
36.
37.
38.
39.
40.
41.
43.
44.
46.
47.
48.
79.
80.
82.
84.
84.
87.
88.
88.
.4 ,61
.9
,4
.1 61
6
3
0 79 10124 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00
0 •
5
1 90
6
7
3 68
2
9
9 5° 7228 °-° °-00 o-o o.oo o.o o.oo o.o o.oo o.o o.oo
6
8 .
2 ._.._ _ .._......'. . . ...... .
6
1 55
5
0 •
4 50
8
-------
ATS TREATED RECYCLE WATER (ATM) — Hica SOIL TEST
Carcinogenic PAH Inventory
0
o
o
ro
CO
'jn
DATE TIME TANK HO. SAMPLE ID
10/03/89 19:26 «4
10/03/89 20:13 SHH-ATW-04-01
10/03/89 21:30 13
10/03/89 21:42 midpoint
10/03/89 22:52 13
. 10/03/89 23:12 SWH-ATW-04-02
10/03/89 23:39 C3
10/04/89 01:30 13
10/04/89 03:35 *3
10/04/89 03:48 ' SWH-ATU-04-02
10/04/89 05:30 13
10/04/89 07:31 S3
10/04/89 07:36 SUH-ATH-04-02
10/04/89 09:33 13
10/04/89 09:46 midpoint
10/04/89 10:28 «3
10/04/89 11:57 SHH-ATW-05-01
10/04/89 12:24 *3
10/04/89 14:04 13
10/04/89 17:36 13
10/04/89 17:57 SHH-ATH-05-01
10/04/89 19:38 *3
10/04/89 21:25 14
10/04/89 21:28 SHH-ATH-05-01
10/04/89 23:30 midpoint
10/04/89 23:50 J4
(•pa) (
3.30
2.99
2.83
2. 85
2.98
3.10
3.01
3.20
2.49
2.73
2.82
2.14
2.57
2.59
ATW FLOW B«nro- B.nro- Ben«o(b)- B.nto(b)- B.nro(k) B.n«o(k)
HOURS DURIHC (.)-An- (.)-An- ,luor- Fluor- rluoc. Fluor.
FROM COMPOSITE thr.c.n. thr.cen. Chryi.n. Chry.en. .nthen. uith.n* uith.n. anth.n. Tot.l Tot.l
TIME TEMP PERIOD COHC FLOW COHC FLOW COHC FLOW CONG FLOW CONC FLOW
lb./hr) ZERO (F) (llt.r,) (u./l) (,) (u§/l) (e) (u.a) (g) (ng/l) (g) {u§/1) (g)
1653 91.6
92.4 43 9928 0.0 0.00 0.0 ' 0.00 0.0 0.00 0.0 0.00 0.0 0 00
93.7
93.9
1496 95.1
95.4 39
1427 95.9
1425 97.7 _. _ __ . ... . -
1491 99.8
100.0 28
1552 101.7
1505 103.7
103.8 30 8234 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 00 0 00
1603 105.8
106.0
1248 106.7
108.2 63
1364 108.6
1413 110.3
1073 113.8
114.2 54
1287 115.8
117.6
117.7 50 7838 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 00 0 00
119.7
1295 120.0
-------
HOURS
FROM
DATE TIME TANK NO.
TIME TEMP PERIOD
SAMPLE ID (gjxa) - B.n«o(k) B.n.o(k)
DURING (.,-An- (a,-An- Fluor. „„„,. „„„. ^^
COMPOSITE thracen. thr.c.n. Chrya.n. Chry,«n« anth.n. anth.n. anthen. anth.n.
CONC
FLOW
CONC
FLOW
CONC
FLOW
CONG
FLOW
Total Total
CONC FLOW
(ug/1) (g)
0
O
J^\
CA
y*
10/05/89 01:32 SHH-ATW-05-02
10/05/89 01:48 14
10/05/89 03:35 14
10/05/89 05:38 14
10/05/89 06:06 SWH-ATW-05-02
10/05/89 07:39 14
10/05/89 10:05 SHH-ATW-05-02
10/05/89 10:45 04
10/05/89 12:19 midpoint
10/05/89 14:34 SWH-ATW-06-01
10/05/89 14:50 14
10/05/89 15:20 14
10/05/89 16:34 13
10/05/89 17:28 13
10/05/89 17:40 SUH-ATW-06-01
10/05/89 19:34 *3
10/05/89 21:26 13
10/05/89 21:48 SHH-AIH-06-01
10/05/89 23:27 13
_. I0.'?,5/.8.9- .??.• *? midpoint ...
10/06/89 01:30 *3
10/06/89 01:39 SHH-ATW-06-02
10/06/89 03:29 13
10/06/89 03:34 SHH-ATH-06-02
10/06/89 03:44
10/06/89 05:22 »3
2.60
2.51
2.18
2.28
1.72
2.49
4.30
1.74
2.37
2.18
1.78
_
2.38
2.26
1.38
121.7
1301 122.0
1255 123.8
1088 125.8
126.3
1142 127.9
130.3
863 131.0
132.5
134.8
1245 135.0
2154 135.5
136.8
872 137.7
137.9
1186 139.8
1092 141.6
142.0
889 143.7
-•-1-4-3 79
1190 145.7
145.9
1132 147.7
147.8
147.9
691 149.6
52
64
54
50
46
43
6534
o.o
o.oo
o.o
o.oo
0.0 0.00
5769
°-°
°-°°
o.oo
o.o
o.oo
o.o
o.oo
0.0 0.00
2107
°-°
°-°°
o.o
o.oo
o.o
o.oo
o.o
o.oo
-------
ATS TREATED RECYCLE WATER (ATW) — HIGH SOIL TEST
Carcinogenic PAH Inventory
o
o
o
ro
CO
ATW FLOW
HOURS DURING
FROM COMPOSITE
TIME TEMP PERIOD
DATE TIME TANK HO. SAMPLE ID (gpa) (Ib./hr) ZERO (F) (lit.r.)
B*nxo- Bcnzo-
(a)-An- (a)-An-
thracana thracana
COHC FLOW
(ug/l) (g)
Banco(b)-
Fluor-
Chryiana Chryaana anthana
CONC FLOW COHC
(ug/l) (g) (ug/l)
Banio(b)-
Fluor-
anth«n«
FLOW
(g)
B«n«o(k)
Fluor-
anthvna
COHC
(ug/l)
Banco (k)
Fluor-
anthtna
FLOW
(g)
Total
COHC
(ug/l)
Total
FLOW
(g)
73554
TWO SIGHIFICAHT FIGURES:
0.00 0.00
(WTD AVG)
0 0
(OB/I)
0.00 0.00 0.00
(WTD AVG) (WTD AVG)
000
(og/l) (Dg/l)
0.00
0
0.00
(WTD AVG)
0
(og/l)
0.00
0.00
0.00
(WTD AVG)
0
0
(mg/l)
0
-------
POLYNUCLEAR AROMATIC HYDROCARBON (PAH)
INVENTORY: NON-CARCINOGENIC
238
-------
DATE
WASHED SOIL — LOW SOIL TEST
Hon-Carclno(»nlo PAH Inventory
MASS FLOW
HOURS DURIHC Ph.n.n- Ph.n.n- Anth- Anth- Fluor- Fluor-
FROM COMPOSITE Fluor.n. Fl'ubr.n. thr.n. thr.n. r.c.n. r.c.n. wth.n. «,th.n. Pyr.n. Pyr.n. Tot.l Tot.l
**" TEMP TIMB PERI°D C°HC "*" COHC "-0" OOHC FLOW COHC FLOW COHC FLOW COHC FLOW
TIME «, ID SAHPLE ID (Ib./hr, (F, ZERO (k.) <„./„., ,., (uf/k§) (g) (u./k§) (§) (u./k., (g) ^^ ,™^ ™
o
^••^
o
(O
CO
CD
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
12:37
14:05
14:37
15:05
16:26
16:40
17:26
18:35
18:37
19:50
19:54
21:00
21:04
22:10
22:50
23:30
00:37
00:45
01:35
01:47
02:33
02:51
03:58
04:37
05:08
06:17
TIME ZERO
SUL-US-01-01
HS-1
US-2
SUL-US-01-01
US- 3
US-4
• SUL-US— 01-01
Dldpalnt
US-1
US-2
SUL-US-01-02
HS-3
SWL-WS-01-02
US-4
SUL-US-01-02
HS-1
midpoint
HS-3
SUL-US-01-03
HS-1
HS-3 BROKEN SCALE
SHL-HS-01-03
HS-1
HS-3
549
608
745
630
540
646
641
625
580
653
646
639
617
639
1.
2.
2.
3.
4.
4.
6.
6.
7.
7.
8.
a.
9.
10.
10.
12.
12.
13.
13.
13.
14.
15.
16.
16.
17.
0
5
0
5
8
0
8
0
° 19" "° °'3 200 0.4 2600 5.1 1600 3.1 2400 4.7 6940 13 6
2
3
4
4
6
2
9
° 163° U° °'2 20° ois 2600 4.2 1600 2.6 2400 3.9 6940 11.3
0
2
9
2
3
0
5
7
-------
DATE
TIKE
HASHED SOIL ~ LOW SOIL TEST
Non-Carcinogenic PAB Inventory
MASS FLOW
HOURS DURING Ph.nan- Phenan- Anth- Anth- Pluor- Fluor-
FHOH COMPOSITE Fluor.n. Fluorena thr.na thren. racene rac.n. anth.n. anthena
•*" TEHP IIMK PERIOD «*» rUH CONC FLOW COHC FLOH CONG FLOW
_DRUM ID SAMPLE ID (lb./hr, (F, ZERO (Ug/kg) «., (u.,k§) |g> (ug/kg) ^ ^^
Pyr«n« Pyran*
COHC FLOW
(ug/kg) ^
o
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
06:27
07:33
07:
08:
40
38
08:53
09:
44
10:43
11:
12:
13:
13:
14:
14:
IS:
IS:
16:
03
16
08
34
32
45
36
56
36
17:11
17:
18:
19:
19:
20:
21:
22:
22:
23:
59
15
32
42
46
25
00
34
20
SHL-HS-01-03
US-1
midpoint
HS-3
SUL-US-01-04
US-S
SUL-US-01-04
HS-3
HS-3
SUL-US-01-04
US-6
midpoint
HS-5
SUL-US-02-01
US-6
SUL-US-02-01
US-5
SUL-US-02-01
US-6
US-5
midpoint
US-7_ _ _ .
SHL-HS-02-02
US-S
SHL-HS-02-02
HS-7
636
650
676
623
704
657
671
692
572
686
607
630 -
620
572
17.
18.
19.
20.
20.
21.
22.
22.
23.
24.
24.
25.
26.
27.
27.
28.
28.
29.
29.
30.
31.
32r
32.
33.
33.
34.
.8
9
0
0
3
1
1
4
6
5
9
9
I
0
3
0
6
4
6
9
1
2
B
4
9
7
1755
770
1.4
1500
2.6
5600
9.8 2100
3.7
2300
4.0 12270 21.5
2064
13000
26.8 28000 57.8 82000 169.3 11000 22.7
9300
19.2 143300 295.8
1495
ISO
0.2
220
0.3
4600
6.9
1400
2.1
1900
2.8 8270 12.4
-------
WASHED SOIL ~ LOW SOIL TEST
Hon-Carclnog«nlc PAH Inventory
MASS FLOW
HOURS DURING Ph.nan- Fh.n.n- Anth- Anth- Fluor- Fluor-
FROH COMPOSITE Fluorana Fluoran* thc«n« threna racana cacana anthtna anthana Pjrrana Pyrana Total Total
RATE TEMP TIHE PERIOD CONC FLOU CONC FLOW CONG FLOW CONG FLOW COHC FLOW CONG FLOW
DATE TIHE DRUM ID SAMPLE ID (Ibi/hr) (F) ZERO (kg) (ug/kg) (|) (ug/kg) (g) (ug/kg) (g) • (ug/kg) (g) (ug/kg) (g) (ug/kg) (()
0
o
o
to
7-*
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
00:37 WS-3 566
01:10 SUL-US-02-02
01:58 midpoint
02:19 WS-B 467
02:46 SWL-WS-02-03
03:58 WS-5 462
04 : 35 SWL-US-02-03
05:45 WS-B 408
06:33 SWL-US-02-03
07 : 30 WS-5 -~ - - 439
08:41 midpoint
09:27 WS-8 400
10:49 SUL-US-02-04
11:51 WS-5*** 331
12:12 SWL-WS-02-04
13:30 WS-9 437
14:47 SWL-WS-02-04
15:07
15:31 WS-10 382
Two Significant
36.0
36.6 1613 140
37.3
37.7
38.2
39.3
40.0
41.1
41.9 1314 150
MQ
. V
44.1
44.8
46.2
47.2
47.6
48.9
50.2 1106 150
50.5
50.9
12937 2280
(WTO AVG)
Figure*... 13000 2.3
(mg/kg)
0.2 350 0.6 1900 3.1 1000 1.6 1900 3.1 5290 8.5
0.2 870 1.1 5200 6.8 1500 2.0 2900 3.8 10620 14.0
"
0.2 870 1.0 5200 5.8 1300 1.7 37000 40.9 44720 49.5
29.5 4958 64.1 16306 210.9 3051 39.5 6376 82.5 32972 426.5
(WTD AVG) (WTD AVG) (WTO AVG) (WTD AVG) (WTD AVG)
29 5 64 16 210 3.1 39 6.4 82 33 430
(mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg)
-------
MUNICIPAL HATER (MW) - LOW SOIL TEST
Non-Carcinogenic PAH Inventory
o
o
o
ro
ro
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
TIME SAMPLE ID
12:37
15:2* SWL-MW-01-01
15:28
17:01
19:05 SWL-MW-01-01
19:2*
21:25
23:00 SWL-MW-01-01
23:05
00:56 midpoint
01:1*
02:01
02:52 SWL-MW-01-02
03:10
0«:00
05:13
06:0*
06:*3 SWL-HW-01-02
07:06
08:00
10:05
10:47 SHL-HW-01-02
11:12
12:56 midpoint
13:51
15:05 SML-MW-02-01
TOTAL
((pa)
6.60
5.70
5.96
6.25
5.75
MM PLOW
HOURS DURING „.
PROM COMPOSITE Fluor.n. Fluor. "" *"***' ^^ FlUOt" """"
db./hr) ZERO (F) (liter.) (ug/l) T) I^Ti *"" ^^ ^^ ^ '"* C°H° FLOW qONC *"»'
3303
2852
2982
3128
2877
2
2
4
6
6
8
10
10
0
.8 70
.8
.4
• 5 40
.8
•8
•« 36 14019 o 0 n
.5 -0 0
1*1
5.36
5.40
5.35
5.29
5.38
5.34
5.13
5.08
5.00
4.98
4.74
2682
2702
2677
2647
2692
2672
2567
2542
2502
2492
2372
12.fi -
13
14.
14.
15.
16
17.
18.
18.
19.
21.
22.
22.
2*.
25.
26.
,4
3 34
.5 .
4
6
*
1 33
5
* .
5
2 18664 o
6 ° ° ° ° ° ° " 0 0 0
3
2
5 60
-------
MUNICIPAL MATER (MW, - Low SOIL
Mon-C.tclnotenlc pAH Inventory
800115
MW FLOW
DURING
o
o
o
ro
CO
TOTAL
»«E TIME SAMPLE ID ltfat)
09/26/89 15:53 """
09/26/89 17:04 5'J7
09/26/89 18:30 SWL-MW-02-01
09/26/89 18:43
5.20
09/26/89 20:48
09/26/89 22:49 SWL-MW-02-01
09/26/89 23:18 j ?
09/27/89 00:27 ' *
4 . 26
09/27/89 00:53 midpoint
09/27/89 02:31
09/27/89 02:58 SWL-MW-02-02
09/27/89 04:20
09/27/89 06,40 SW.-MH-02-02
09/27/89 07:01
4.90
09127/89 11:05 SWL-MW-02-02
09/27/89 11:29
09/27/89 12:30 ,'"
09/27/89 15:07
09/27/89 15:29
3.83
"TAL TIM* TE^ ^" ' ^fl~- «"'<« <""". ~ ~ ^ «^
«*./ta) ZERO m (llterj) ^ ^ ™
28.4 —
29.9 40
30.1
32.2
3«'2 *9 15056 0
3«-7 ° ° 0 o o
0 n A
36.3
37.9
38.3 40
39.7
*2.0 36
42.4
*«-5 40 13972 „
«•• ° ° ° o o „
47.9 ° ° 0 o „
50.5
50.9
••• o.oo o.o 0 „„••--- - -
WDAVG> (WTDAVo (HIDAVC. -°0 °'° o-o« o.o o.oo o.o o.oo
AVG)
fWTD AUf-\
1 • AVG) (HID AVG)
62000
-------
FEED SOIL
SOIL
O
O
O
to
DATE TIME
09/25/89 21:24 ^
09/25/89 22:50 SWL-PS-01-02
°«/25/89 23:03
°9'"/«9 00 = 37 SWL-FS-0,-02
09/26/89 01:12
09/26/89 01-33 mu
mldP»tnt
09/26/89 02:00
09/26/89 02:30 SWL-FS-01-03
09/26/89 03:10
09/26/89 04:00
04:34 SWL-FS-01-03
05:13
06:04
06:25 SUL-K-bi-03'
07:06
7:42 ""Idpolnt
08:00
09:00 SWI.-P«.n, ..
09/26/89
09/26/89
09/25/89 12!37 ,
09/25/89 15:05 SWL-FS-oi-01
09/25/89 ,5:28 M
09/25/89 16i37 SHL F
09/25/89 17:00 "01"01
09'23/89 ,8:31 s
09/25/89 19-22
I9'""" »•'«' ""Point
ZD (ib,/hr)
HOURS
rROM
TIME
FS PLOW
OWING
PAH
09/26/89
670
583
583
591
542
674
577
559
604
569
627
586
0
2.5
2.8
4.0
4.4
5.9
6.8
7.2
8.4
8.8
10.2
10.4
12.0
12.6
12.9
13.4
13.9
14.5
15.4
15.9
16.6
17.4
17.8
18.5
19.1
19.4
20.4
70
60
Fluor- Fluor-
•nthcne anth.na pyre
FL°" COHO nttH "' Pr"M r°fl Total
<«> (u./k., ,_.. C°NC FLOM COHC ,L(HI
" («> <-"" (.)
36
36
13000 26.9 30000 62 ,
"-1 "0000 290.0 16000
33-1 38000 7B 7 ,
7B-7 237000 «90.9
1506
19'6 "000 46.7
'"' "~ "•' — .,,«„, „,,
33
1660 12000 19 ,
l9-» 28000 ,< .
46-5 140000
17000 2S •>
*a 2 28000 4S « „
*«•* 225000 373.5
-------
DATE
TIKE
HOURS
mm
RATE TIKE
SAMPLE ID (Ibj/hr) ZERO
FEED SOIL (FS) — LOU SOIL TEST
Non-Carclnog«nlc PAH Inventory
FS FLOW
DURIHC Ph«n«n- Phenan- Anth- Anth- Fluor- Fluor-
COHPOSITE Fluor.n. Fluor.n. thc.n. thr.n. r.c.n. r.c.n. .nth.n. .nth.n. Pyr.n. Pyr.n. Tot.l Tot.l
TEMP PERIOD COHC FLO« COHC FLOW CONG FLOW COHC FLOW CONG FLOW CONG FLOW
<« (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (.) (ug/kg) (.) (Ug/k,) (g) (ug/kg), - -
o
o
o
to
£fc
O1
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
10:03
10:27
11:12
13:37
13:50
14:21
13:14
13:52
16:32
17:03
18:13
18:42
19:45
20:46
21:16
22:44
23:17
00:26
01:38
02:11
02:30
02:45
04:20
04:32
06:43
07:00
08:42
SHL-FS-01-04
SWL-FS-01-04
midpoint
SHL-FS-02-01
SWL-FS-02-01
SHL-FS-02-01
midpoint
SUL-FS-02-02
SWL-FS-02-02
SHL-FS-02-02
midpoint
SHL-FS-02-03
SUL-FS-02-03
SWL-FS-02-03
midpoint
595 21
21
577 22
25
552 25
25
26
590 27
27
500 28
,_2»
512 30
31
554 32
32
34
488 34
423 35
37
37
326 37
38
301 39
39
42
304 42
44
.4
.8 50
.6
.0 62 1750 16000 28.0 45000 78,7 180000 314.9 24000 42.0 38000 66.5 303000 530 1
.2
.8
.6 62
.2
.9 64
.4
.6 41 1303 17000 22.2 48000 62,6 180000 234,6 23000 30.0 35000 45. 6—303000 395.0
.1
.2
.6 50
.1 49
.7
.8
•0 46 1291 4700 6.1 9500 12.3 91000 117.5 19000 24.5 20000 25.8 144200 186.1
.6 . ,
.9
.1 48
.7
.9 46
-1 36 875 12000 10.5 30000 26.3 98000 85.8 13000 11.4 15000 13.1 168000 147.1
.1
-------
o
o
o
ro
HOURS
FROM
FEED SOIL (FS) — LOW SOIL TEST
Non-CareLnogenlc PAH Inventory
FS FLOW
Ph.nan- Phenan- Anth- Anth- Fluor- Fluor-
COMPOSITE Fluor«n. Fluor.n. tht.n. thr.n.
UATE
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
TIME
10:31
10:42
11:23
12:03
12:30
15:00
15:07
15:28
RATE
SAMPLE ID (Ib./hr)
274
SWL-FS-02-04
269
SWL-FS-02-04
265
SWL-FS-02-04
243
TIME TEMP
ZERO (F)
-._«.___„
45.9
«6.1 52
46.8
47.4 66
47.9
50.5
50.8
PERIOD CONC FLOW CONG FLOW CONC P, *"~ *'""' ^ T°"1
(k«) (u«/k ) , , ' COHC FLOM COHC FLOM «»« riau
*
-------
FINE PARTICLE CAKE (FPC) — LOU SOIL TEST
Hon-C>rclnotcnlc PAH Inventory
o
CD
O
Vr
^i
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
RATE TEMP
TIKE DRUM ID SAMPLE ID (Ib./hr) (F)
12:37
1*:31 SWL-FPC-01-01 ' 70
15:43 FPC-1 58
16:50 SWL-FPC-01-01 60
18:49 SWL-FPC-01-01 40
20:02 Midpoint
21
22
:15
:40
23:15
00:49
01:47
02:44
FPC-2 *
SWL-FPC-01-02
SWL-FFC-01-02
SWL-FPC-01-02
midpoint
FPC-3
02:46
04:49
OS:
45
06:38
07:39
08:
08:
10:
11:
13:
14:
15:
15:
16:
32
40
30
45
23
21
19
23
48
FPC- 4
midpoint
FPC- 5
FPC-6
midpoint
FPC- 7
SWL-FPC-01-03
SWL-FPC-01-03
SWL-FPC-01-03
SWL-FPC-01-04
SWL-FPC-01-04
SWL-FPC-01-04
SWL-FPC-02-01
SHL-FPC-02-01
36
36
- - 58-
35
113
34
33
143
33
160
55
55
143
60
62
138
64
FPC FLOW
HOURS DUHIKG Ph.n«n- Ph.n.n- Anth- Anth- Fluor- Fluor-
TIME PFprnn" """*"• 'riu""n€ thr'"« th"n« «""• «c«n. wth.n. «.th.n. Pyr.n. Pyr.n. Tot.l Tot.l
™ Z , , FL" COHC rLOH COHC FLOW COHC FLOH CONC 'LOH «= ««
... °... §> (ui/k') U) (ug/ks) U) <•> <»«" («) («i/k«) («)
^
2.2
3.1
4.2
J'J "5 170°° 3'3 *4°°° 8'6 "°000 «•' 2"«"> *-l 24000 4.7 346000 67.4
8
10
1 n
ill
12
13
14
14
16
17
18
19
19
20
21
23
24
25
26
26
28
.6
.0
•2 215 53000 11.4 110000 23.6 500000 107.5 48000 10.3 110000 23.6 821000 176.4
.1
.2
.2
.1
•0 382 45000 17.2 150000 57.3 530000 202.4 51000 19.5 65000 24.8 841000 321.2
•9
.1
.9
.1
•• «* 27000 U.8 ,1000 31.0 550000 239.9 35000 15.3 43000 18.8 ,26000 316.6
.,
.8
.2
-------
FINE PARTICLE CAKE -- LOW SOIL TEST
Non-Carcinogenic PAH Inventory
o
o
o
ro
oo
RATE TEMP
DATE TIME DRUM ID SAMPLE ID (Ibs/hr) (F)
09/26/89 18:18 SHL-FPC-02-01 40
09/26/89 19:03 FPC-8 122
09/26/89 19:52 midpoint
09/26/89 21:27 SHL-FPC-02-02 50
09/26/89 22:25 FPC-9 139
09/26/89 22:48 SHL-FPC-02-02 49
09/27/89 01:25 SHL-FPC-02-02 48
09/27/89 02:08 Midpoint
09/27/89 02:51 SHL-FPC-02-03 48
09/27/89 03:23 FPC-10 99
09/27/89 04:45 SHL-FPC-02-03 46
09/27/89 06:37 SHL-FPC-02-03 36
09/27/89 08:45 midpoint
09/27/89 08:47 FPC-11 91
09/27/89 10:53 SHL-FPC-02-04 52
09/27/89 12:16 SHL-FPC-02-04 66
09/27/89 14:37 FPC-12 77
09/27/89 14:56 SHL-FPC-02-04 74
09/27/89 15:07 END OF TEST
.*. Startrof-coHectlon-tlme li . ... ...
an estimate.
FPC FLOH
HOURS DURING Ph.nan-
FROH COMPOSITE gluot.n. Fluor.n. tht.n.
TIME PERIOD CONC FLOH CONC
ZERO (kg) (ug/kg) (g) (ug/kg)
29.7 320 43000 13.8 120000
30.4
31.3
32.8
33.8
34.2
36 •* 328 44000 14.4 120000
37.5
38.2
38.8
40.1
*2-° 2" «*000 12.2 120000
44.1
44.2
46.3
47.6
50.0
50.3 221 37000 8.2 92000
50.5
2374 38850 92.2 106075
- (HTD AVG) (HTD AVC) (HID AVC) (HTD AVG)
Two Sl.nlf leant Figures... 2AOO 39 92 110 250 ssn „„„
:
(mg/kg) (mg/kg)
.„„ 00 160 8flo 1900
(<"g/kg) (mg/kg) (m«/kg) (mg/kg)
-------
FIHE OVERSIZE (FO) — tOH SOIL TEST
Hon-Carclnogcnlc PAH Inventory
o
0
o
ro
DATE
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/25/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
TIKE
12:37
14:44
16:45
18:44
19:00
19:55
21:07
22:45
00:39
01:37
02:35
04:40
06:28
07:36
08:45
10:25
10:37
13:15
14:21
15:28
16:43
18:01
19:40
21:20
22:37
00:29
RATE TEMP
DRUM ID SAMPLE ID (Ib./hr) (F)
SHL-FO-01-01
SHL-FO-01-01
SHL-FO-01-01
FO-X
midpoint
SUL-FO-01-02
SUL-FO-01-02
SHL-FO-01-02
midpoint
SUL-FO-01-03
SUL-FO-01-03
SUL-FO-01-03
midpoint
SHL-FO-01-04
FO-1
SUL-FO-01-04
SUL-FO-01-04
midpoint
SHL-FO-02-01
SUL-FO-02-01
SHL-FO-02-01
midpoint
SHL-FO-02-02
SHL-FO-02-02
FO-2
70
60
40
27
36
36
35
34
33
34
55
27
55
60
62
64
40
50
49
30
FO FLOW
HOURS DURING ph.n.n_ phenan_ ^^ ^^
FROM COMPOSITE Fluor.n. Fluor.n. thr.n. thr.n. r.c.n. r.c.n.
TIME PERIOD COHC FLOH COHC FLOH COHC FLOH
ZERO (kg) (ug/kg) (g) (ug/kg) (g) (Ug/kg) (g)
2
4
6
6
7
8
10
,12
13
14
16
17
19
20
21
22
24
25
26
28
29
31
32
34
35
0
.1
.1
.1
.4
.3
.5
.1
.0
.0
.0
.0
.8
.0
.1
.8
.0
.6
.7
.8
.1
.4
.1
.7
.0
.9
89 710° 0.6 19000 1.7 42000 3.8
68 6500 - 0.4 20000 1.4 46000 3M
72 33000 2.4 74000 5.3 260000 18.7
87 61000 5.3 120000 10.5 190000 16.6
72 1200° 0.9 80000 5.8 150000 10.8
Fluor- Fluor-
«nth«n« «nth«n« Pyr«n« Pyr«n« Total
CONG FLOH COHC FLOH COHG
(O (ug/k.) (,) (u»/kg)
Total
FLOH
6500
0.6
8300
0.7 82900
7.4
8500 0^6 11000 0.8 92000 6.3
18000 1.3 15000 1.1 400000 28.8
22000 1.9 29000 2.5
422000 36.8
6800 0.5 11000 0.8 259800 18.7
-------
FINE OVERSIZE (FO) — LOW SOIL TEST
Non-Carclnocenlc PAH Inventory
FO FLOW
HOURS DURING
RATE TEMP TIME PERIOD
DATE TIME DRUM ID SAMPLE ID «n«n- Ph«n.n- Anth- Anth- Fluor- Fluor-
"<"" ">— « *~ *~ Tot.l Toe.,
"" « ™ ^OHC FLOW COHC F«H,
( f •' U)
O
o
o
K>
cn
o
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
01:20
02:04
02:49
04:36
06:24
08:51
11:19
12:25
15:07
15:07
15:07
SHL-FO-02-02
midpoint
SWL-FO-02-03
SWL-FO-02-03
SWL-FO-02-03
midpoint
SWL-FO-02-04
SWL-FO-02-04
SWL-FO-02-04
FO-T WEIGHT HOT R
END OF TEST
48
48
46
36
52
66
. 74
30
36
37
38
40.
41.
44.
46.
47.
50.
50.
50.
.7 87
.5
.2
.0
8 92
2
7
8
5 85
5
5
653
7000 °'6 18°°° »-6 760°° ••« "00 0.6 7900 0.7 1,5900 ,0.1
»00 0.5 14000 ,.3 99000 »., 5500 0.5 8500 0.8 132400 12.2
16000 ,.4 35000 3.0 UOOOO 11.9 11000 0.9 17000 ,.4 219000 ,,.7
-
oni™. "-1 *•:" 30-\"r" . "•' "»" ••• »- -•— n,,
CWB AVC) (HI0 AVG) (WTD AVG)
Two Significant Figures...
210 HO
(at/kg)
-------
COARSE OVERSIZE (CO) — LOW SOIL TEST
Non-Carcinogenic PAH Inventor;
0
o
o
ro
01
H-»
DATE
09/25/89
09/25/89
09/23/89
09/23/89
09/23/89
09/23/89
09/23/89
09/23/89
09/23/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/69
09/26/89
09/26/89
09/26/89
TIME DRUM ID
12:37
12:40
13:12
16:49
18:13 CO-1
19:00
19.37 Midpoint
20:33
22:55
00:12 CO-1
00:53
01:31 midpoint
02:30
04:34
06:40
06:46 CO-2
07:53 midpoint
09:07
10:20
13:03 CO- 3
13:42
14:26 midpoint
15:10
16:S7
18:26
19:40 CO-4
RATE TEMP
SAMPLE ID (lb»/hr) („ (u.,k,i (g) (ug/kg) ($)
0.
2.
4.
5.
6.
7.
a.
10.
11.
12.
13.
14.
16.
18.
18.
19.
20.
21.
24.
25.
25.
26.
28.
29.
31.
0
0
6
2
6
4
3
3
3
6
3
2
2
3
0
1
3
5
7
4
1
a
5
3
8
0
•
288 33000 9.5 30000 8.6 110000 31.7 15000 4.3 22000 6.3 210000 60.5
...-._-.__..- - . - . - , - .----..- - - _. . . . ---._-, -,.-_.
.
192 11000 2.1 30000 5.7 110000 " 21.1 11000 2.1 18000 3.4 180000 34.5
206 14000 2.9 38000 7.8 180000 37.1 12500 2.6 21000 4.3 265500 54.7
235 51000 12.0 120000 28.2 270000 63.4 27000 6.3 52000 12.2 520000 122.1
191 6l°° l2 150°° 2-9 31000 5.9 13000 2.5 14000 2.7 79100 15.1
-------
COARSE .OVERSIZE (CO) - LOH SOIL TEST
Non-Carcinogenic PAH Inventory
o
o
o
to
en
to
DATE
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
... . ..„
TIME DRUM ID SAMPLE ID (11
20:00
21
22
01
02
02
04
05
:34
:50
:32
:58
:49
:16
06:39
08:42
10:43
12:07
14:44
15:07
15:55
"
nldpolnt
SUL-CO-02-02
SUL-CO-02-02
SUL-CO-02-02
midpoint
SUL-CO-02-OS
SHL-CO-02-03
CO- 5
SHL-CO-02-03
midpoint
SWL-CO-02-04
SWL-CO-02-04
SWL-CO-02-04
CO-6
Two Significant
CO FLOH
HOURS DURING „. . _.
^ Phenan- Phenan- Anth- Anth- Fluor- Fluor-
IUTI TEHP TIME PERIOD COMC FL«T" COHC 'k^* ™C*n* """* *"th"n" *nth'M 'r'«n« Pjrr.n. Tot.l Total
l>i/hr)(F) ZERO /,,./L.I ,., . ° PLOW C°HC FttWJ CONC "-OW COHC FLOW
31
50 32
49 34
* •• •' Ml lulfKB)
.4
.9
.2
32 36'9 "5 10000 1.7 32000
37.6
48 38.
46 40.
58 40.
32 42.
44.
52 46.
66 47.
74 50.
SO.
53 51.
Figures.. .
,3
2
6
0 163 32000 5.2 78000
1
1
5
1 155 16000 2.5 54000
5
3
1594 23192 37.0 49936
(HID AVC) (HTO AVC)
1600 23 ,7 ,„
*J J' 50
(•ng/kg) (mg/kg)
-!-.-!"!.!!L.!!L.!"±L.!!L..!"±L..!!! (ui/ks) U)
5.3 170000 28.1 13000 2.1 20000 3.3 245000 40.4
12.7 270000 43.9 15000 2.4 24000 3.9 419000 68.1
8.4 270000 41.8 17000 2.6 25000 3.9 382000 59.2
79.6 171255 273.0 15712 25.0 25141 40.1 285236 454,
(HTD AVG) (HID AVC) (WTO AVG) (|m) ^
.. ._80 170 270 -1-6- 9*
" " *0 290 450
(n-g/kg,
-------
COMBINED DEWATER1H5 EFFLUENT (CDE) ~ LOW SOIL TEST
Hon-Cacclnotanlc PAH Inventory
DATE
TIKE TANK HO.
CDE FLOW
HOURS DURING Ph«n«n- Phenin- Anth- Anth- Fluor- Fluor-
FROH COMPOSITE Fluor«n« Fluor«n« thr«nt thr«n« r«c«n« r«c«n« uithcn* «nth«n« Pyr«n« Vjttnm Total Tot«l
CDE RATE TIME TEMP PERIOD CONG FLOW COHC FLOW CONG FLOW COHC FLOW CONG FLOW COHC FLOW
(tpa) (lbi/hr) ZERO (F) (llt.r.) (ug/1) («) (U|/l) (t)
-------
COMBINED DEHATERING EFFLUENT (CDE) — LOW SOIL TEST
Non-Carcinogenic PAH Inventory
CDE -FLOW
HOURS DURING Ph.n.n- Ph.n.n- Anth- Anth- Fluor- Fluor-
o
0
o
ro
CJl
•**•
DATE
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/26/89
09/27/89
09/27/89
09/27/89
09/27/89
- 09/27/89-
09/27/89
09/27/89
09/27/89
09/27/89
TIME TANK HO. ((pa) ,
10:30 12 4.24
10:11 SWL-CDE-01-04
11:07 11
13s 23 SWL-CDE-01-0*
13:49 11 4.76
14:27 midpoint
15:32 SWL-CDE-02-01
15:32 *1 4.90
16:52 SWL-CDE-02-01
17:05 11 5 u
18:10 SWL-CDE-02-01
18:42 fl 4 91
19:50 midpoint
20:51 11 , 82
21:31 SWL-CDE-02-02
22:46 SWL-CDE-02-02
23:21 «1 4.68
00:35 *1 4.42
01:35 SWL-CDE-02-02
02:20 midpoint
02:34 »1 i „
03:05 ~ SUL-CDE-02:03
04:25 #1 4.98
04:47 SHL-CDE-02-03
06:35 SWL-CDE-02-03
07:04 #1 ^ $2
RATE— Til
2123 21.9
21.9 55
22.5
24.
2382 25.
25.
26.
2450 27.
28.
2559 28.
29.
2455 30.
31.
2410 32.
32.
34.
2341 34.
2213 36.
37.
37.
2249 38.
38.
2492 39.
40.
42.
2263 42.
° " 7°" " °-3 "° °-8 *" *•• 35 0.2 53 0.4 655 4.6
8
9 62
2
2 64
3
I *° 6°29 3° °'2 *' °-3 "»« 0.. 12 0.1 U p.! 246 1-5
2
2
9 50
1 49
7
0 '
J *' 6m "9 °-3 .» °-6 "0 2.9 28 0.2 44 0.3 642 4.*
0
5 48
8
2 46
; " 697" 61 °-> •" °'7 4°° 2-« 30 0.2 5! 0.4 640 4.5
-------
COMBINED DEWATERIHG EFFLUENT (CDE) -- LOH SOU. TEST
Hon-Carclnogenlc PAH Inventory
HOURS
FROM
--- -CDB BATE --- TIME TEMP
CDE FLOW
DURING Phanan- Phanan- Anth- Anth- Fluor- Fluor-
COHPOSITE Fluorana Fluorana thcana thcana racana racana anthana anthana Pyrana Pyrana Total Total
PERIOD CONG FLOU CONG FLOU CONG FLOU CONG FLOU CONG FLOW CONG FLOU
DATE
TIKE TANK HO.
Up*) (lt»/hr) ZERO (F) (llt.r.)
(g)
•
0
0
o
ro
en
Of
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
09/27/89
08:49
10:30
11:03
11:22
12:10
12:29
12:S2
12:32
14:51
15:07
13:27
midpoint 44.2
11 4.83 2426 43.9
SWL-CDE-02-04 46.4 32
'1 . 4.74 2371 46.7
SHL-COE-02-04 47.3 66
11 4.62 2314 47.9
fi 4.46 2229 48. 2
12 48.2
SUL-CDE-02-04 30.2 74
30.3
12 4.13 2067 30.8
Two Significant Flgucea...
6*57 44 0.3 55 0.4 340 2.2 21 0.1 J3 0.2 493 3.2
36850 38 2.2 61 3.5 256 14.6 20 1.1 30 1.7 403 23.0
(WTD AVG) (HID AVC) (WID AVG) (HTD AVG) (HTD AVC) (UTD AVG)
57000 0.038 2.2 0.061 3.5 0.26 15 0.02 1.1 0.03 1.7 0.41 23
(o*/1) ("8/D (mtll) (mtfl) (me/1) (m»/l)
-------
o
o
o
^
01
O)
M-JC
•Wpoint
MS-12
430
412
SOIL
"
mo*
TE» TIKS
1 <*> ZERO
PERIOD
-------
HASHED SOIL (US) — HIGH SOIL TEST
Hon-Ctcclno|inlc PAH Inventory
rs FLOW
QOURI DURIHG Aciniph- Ac«n«ph- Finnan- Ph«n«n- Anth- Anth- Fluor- Fluor-
FROH COMPOSITE th«n« thtn« Fluor«n« Fluonn* thr«n« thr«n« r»c«n« r«c«n« lattwn* «nth«n« Fjrc«n« Vjttn* Totcl Total
RATS TEMP TIKI PERIOD COHC FLOU CORC FLOU COHC FLOU COHC FLOW COKG FLOW COKC FLOW COHC FLOW
DRUM ID SAMPLE ID (Ib./hr) (P) IERO (k|) (u«/k() (ug/k») («) (u|/k«) (l) (u§/kg) d) (ui/kg) (») (u«/k«) (>)
o
o
o
10
en
-vl
SWH-WS-01-04
•Idpolnt
WS-15
SHH-HS-02-01
HS-16
SWB-WS-02-01
WS-15
SWB-WS-02-01
HS-16 - ... .
sldpolnt
SUB-WS-02-02
US-15
SHH-HS-02-02
WS-16
SUB-WS-02-02
WS-15
•Idpolnt
SHH-HS-02-03
HS-16
WS-15
SHH-HS-02-03
SWH-US-02-03
midpoint
US- 16
SUH-US-02-04
US-15
SHH-HS-02-04
64 24.6 1429 1400 2.0 380 0.5 5700 8.1 3600 5.1 6500 9.3 6200 8.9 23780 34.0
25.5
473 25.7
63 26.4
460 27.4
61 27.9
468 29.1
61 30.0 1128 750 0.8 1500 1.7 6500 7.3 3600 4.1 6400 7.2 7100 8.0 25850 29.2
.413 30.9 - „ - .----.. „ - -—-_ . _ „
31.1
61 32.2
419 32.9
70 34.0
340 34.6
79 36.1 1213 720 0.9 610 0.7 4100 5.0 1500 1.8 5000 6.1 3700 4.3 15630 19.0
438 36.5
37.1
•5 38.2
445 38.4
433 40.2
90 40.3
82 41.8 939 1600 1.5 1900 1.8 7900 7.4 3800 3.6 8800 8.3 9700 9.1 33700 31.6
42.9
270 43.0
60 44.0
371 ' 46.0
54 46.5
-------
HASHED SOIL (MS) -- HIGH SOIL TEST
Non-C«rclno|«nle PAH Inventory
FS FLOW
HOU*S mmiHG Ac.Mph- Ac.n.ph- Ph.n«- Ph.n.n-
RAT, TM. '"OK D0m°"n """• th"" «"«•«•"«'•>"•«. th..n. thr.n.
"AM IMP Tim PERIOD CONC FLOW COHC PLOW emir «nu
™ ( ~, ™
Anth- Anth-
r«c«n* r«c«n«
COHC FLOW
Fluor- Fluor-
•ntluiM uithmu
CWC FLOW
?7«n« Pyr«n«
COBC FLOW
O
o
o
f\D
01
00
&HH-US-02-04
WS-16
SUB-WS-04-01
WS-18
SUB-WS-04-01
US-14
US-IB
swa-us-04-oi
HS-14
nldpolnt
SUB-US-04-02
US-18
SUH-US-04-02
US-19
US-18
SUH-US-04-02
US-19
nldpolnt
SUH-US-04-03
US-18
SUH-HS-04-03
US-19
US-18
SHII-WS-04-03
SO 47.7
383 48.0
80.2
80.9
37 82.3
301 82.3
S3 84.2
SOS 84.2
*M 83. «
46 86.7
344 87.4
87. «
SO 88.3
««4 88.9
48 89.9
332 90.3
«97 92.J
43 92.1
389 9J.J
93.3
37 94.3
5»4_ ^ 94 .3
39 95.3
314 96.2
5« 97.3
34 97.9
Total Total
COHC FLOW
(g)
670
1300
0.9
380
0.3 6000 *.o 2900 1.9
7000
4.7 5900 4.0 23480 15.7
1697
1700
2.9
2000
1331
1363
3.4 9000 13.3
2800 4.8 7200 12.2 11000 18.7 33700 57.2
2000
2.7
1200
1.6 7700 10.4 7200 9.7
7900 10.7 9100 12.3 35100 47.*
1(00
1.9
960
1.3 8200 11.2 5800 7.9
8200 11.2 7100 9.7
31660 43.2
-------
RATE imr urn pmoo
DRW ID SAMPLE ID (lb./hr) (f) ZERO (kg,
WASHED SOIL (WS) — HICU SOIL TEST
Hon-C.cclnog.nlc PAU Inventory
rs FLOW
DURING Ac.n.ph- Ac.n.ph- Ph«n«»- Ph*n»n- Anth- Anth- Fluor- Fluor-
COMPOSIIE th.n. th.n. Fluown. Fluor.n* thr.n. thr.n. r.c.n. r.c.n. anth.n. anth.n. Prc.n. P/r.n« Tot.l Tot.l
COHC FLOW COMC FLOW COHC FLOH COMC FLOW COIIC FLOW COUC FLOW CO«C FtOW
(ui/k8) (g) (»g/kg) (,) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (u«/kg) (g) (ug/kg) (g)
o
0
o
10
Ol
CO
•Idpolnt
HS-20
SWH-WS-04-0*
WS-18
SUH-WS-04-04
WS-20
WS-18
8HH-HS-04-04
uldpolnt
HS-20
SWH-HS-05-01
US-IB
6WH-HS-05-01
HS-20
HS-18
SUH-HS-05-01
HS-20
•Idpolnt
US-21
SWH-HS-05-02
HS-20
SHH-HS-05-02
HS-18
SWH-US-05-02
HS-20
midpoint
SUH-HS-05-03
916
31)
«a«
306
518
561
372
387
631
306
470
306
436
99.0
19.0
28 100.1
100.6
28 102.1
102.3
103.7
SO 103.9 1409 820 1.2 700 1.0 8800 12.4 4400 6.2 8600 12.1 3000 7.0 2S320 39.9
103.1
103.3 ..„__...
46 106.3
106.9
63 108.4
108.4
109.8
39 109.9 1718 1700 2.9 1600 2.7 12000 20.6 3700 9.8 11000 18.9 12000 20.6 44000 73 6
111.1
112.0
113.0
34 114.2
114.7
32 116.0
116.3
30 117.6 1310 3600 4.7 4300 5.6 16000 21.0 6700 8.8 17000 22.3 11000 14.4 58600 76 8
118.0
118.5
48 119.8
-------
HASHED SOIL (US) -- HIGH SOIL TEST
Non-Circlnogenlc PAH Inventory
FS FLOW
Ac.n.ph- Ac.n.ph- rttttua. fhnM, A|)th. ^^ ^^ ^^
thin* than*
DRUM ID SAMPLE ID
o
US-18
SHH-HS-05-03
HS-20
US-21
SHH-HS-05-03
•Idpolnt
HS-20
SUB-HS-03-04
US-21
SUB-US-03-04
HS-22
SHB-US-03-04
HS-21
midpoint
SUB-US-06-01
HS-22
SHH-HS-06-Ol
US-23
SHH-HS-06-Ol
HS-22
midpoint
SUH-US-06-02
HS-23
SHH^-HS-06-02
HS-22
US-24
SWH-US-06-02
— - — . •' »"•'•••' ill (uglKg) (i) (ug/kg) (g)
381 120.1
46 121.8
413 122.1
441 123.8
40 123.9 1237 3200 4, 3,00 4.7 14000 17.6 6400 8.0 12000 13.1 9,00 12.4 4,200 61.9
446 123.6
46 126.4
463 127.2
46 127.8
447 129.2
442 * III'.'. "" S00° 6'3 "0° 7'9 2000° "-" "" »•» »««> «., 20000 23.0 76400 ,S.5
131.3
66 132.2
397 133.0
64 134.6
477 134.8
35 136.3 1229 760 09 AVI n « ,,„„
302 136.3 ' "-0 *9°° 6'° U00° »»•» "I" «-0 40110 49.3
137.2
34 138.0
473 138.1
32 139.6
478 139.8
430 U1.6
30 142.3 1227 760 0.9 tin n = ,,
1300° »•• "« ••! nooo „., 9500 u.7 39900
-------
FS FLOW
HOURS DURING
FROH COMPOSITE
RATE TEKP II« PERIOD
DRUM ID SAMPLE ID (Ib./hr) ZERO (k|)
WASHED SOIL — HIGH SOIL TEST
Hon-Carclnoi*ntc PAH Inventory
Acmaph- Ac*n«ph- Ph.nin- Phanan- Anth- Anth- Fluor- Fluoc-
thin* thin* Fluorcn* Fluorwn* thran* thnn* racana racana anthan* »nth»n« Pynn* Frran* Iot*l Total
COHC FLOW COHC FLOW COMC FLOW COMC FLOW CMC FLOW COKC FLOW COHC FLOW
(u»/k«) (.) (u./kg) (.) (u./kg) (.) (u,/k,) (.) (u./k.) (.) (u,/k.) (.) (u«/k.) (.)
midpoint 1*3.0
WS-22 464 143.2
SWH-WS-06-03 48 143.7
HS-25 44} 145. 0
SWU-WS-06-03 46 146.0
WS-22 501 146.6
SUH-US-06-03 43 147.9
147.9
WS-2S J1J 148.1
1081
750
0.8
640
0.7 13000 14.1 3100 5.5 11000 11.9 9200 9.9 39690 42.9
22857
O
o
O
ro
en
TWO SIGNIFICANT FIGURES t
1683
(HID AVG)
1.7
38.3 1746
(WTD AVC)
38 1.7
<"»/k$)
39.9 9902 226.3 4678 106.9 9620 219.9 8990 203.5 36619 837.0
(WTD AVC) (WTO AVG) (WTO AVG) (WID AVG) (WTD AVG)
40 9.9 230 4.7 110 9.6 220 9
(o«/k«) (rag/kg) (os/kg) (at/kg)
210
37 840
-------
MUNICIPAL WATER (MU) — HIGH SOIL TEST
Non-Carclnogentc PAH Inventory
MM FLOW
HOURS DURING Ac«uph- Aoniph- Ph.nan- Ph.nan- Anth- Anth- Fluor- Fluor-
FIOH COMPOSITE than* than* Fluorana Fluorana thrana thr«n« racana racana anthana anthana Pyrana Pyrana Total Total
TOTAL TOTAL T1HB TEMP PERIOD COHC FLOW COHC FLOW CO1IC FLOW COHC FLOW COHC FLOW CORC FLOW COHC FLOW
dp.) (Ib./hr) ZERO (F) (llt.r.) (ug/l) (g) (ug/l) (g) (ug/l) (g) (ug/l) (,)
-------
C9ZOOO
o,
I
3
n
u>
i i
o o
*• *•
o o
e «*j *• M
O Wi W» M
o w w o
>O * * 0 0 0
M M O 0 0 "J
2 S
P*
LM
V
O
O
o
o
o
o
b
0
o
o
o
o
o
o
o
o
0
o
o
o
b
0
o
o
e
o
o
o
o
0
b
o
o
0
CA £
S i
0 g
g ' 5
0 0 £ 0
O U» «J O
o o u> o
00009*>»^
»*»MOO0«4*rf
u «•
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o
o
0
o
o
0
b
0
o
o
0
b
o
o
o
o
o
o
o
o
0
b
o
o
o
0
b
' o
o
o
o
o
o
o
o
1 i 1 i
i i li
ii ft i
00 0
i 1 1
00 0
o o e o o o o
O O j 09 O* 9> W *•
; M MM W M
o o w» M ui o m
00 9
1
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o
0
0
b
0
b
: o
o
o
o
o
0
1
; o
b
0
o
o
o
o
0
o
o
1
o
b
0
b
o
o
o
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b
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e
o
o
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i
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li
*«
ft
n
^
c
t«
£
0
fi
(-•
IH-
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0
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C
0
*^
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s
**
0
^
e
0
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0*
|
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0
£
"*•*
0*
*•*
g
P
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§ s i
sh*
s s s ?
g 3 S 2
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8 S S
8 " f
P" n
ac *o
i
2
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•*
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5 •
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r» *g
3" a*
n 3 |
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n 5 i
n &
5 • 5"
£ P i
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§n C
g "
•
B J!
i ? §
^S !
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i
8
n
f*
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p x
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0 >
SH
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0
M n;
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p 1
£ *
3 S
0 S
*• B
o
r
n
"*
-------
MUNICIPAL WATER (HU) -- HIGH SOIL TEST
Non-Circlnogenic PAH Invontory
MM FLOW
HOURS DURING Acanaph- Acciuph- Phanan- Ph«n«n- Anth- Anth- Fluor- Fluor-
FROM COMPOSITE then* thin* Pluorana Flijorana thrana thrana racana racana anthana anthana Pjrrana Pyrana Total Total
TOTAL TOTAL TIME TEMP PERIOD CONG PLOW CONG FLOW COHC PLOW CONG FLOW COHC FLOW CONG FLOW CONG FLOW
(ipa) (Ib./hr) XERO (F) (llt.r.) (u§/l) (|) (ug/1) (g) (ug/l) (g) (ug/l) (g) (ug/1) (g)
0.00
SUH-MW-04-02
0.00
0.00
0.00
SWH-MW-04-02
0.00
0.33
SWH-HW-04-02
Idpolnt
^5 o.oo
(^ SWH-MW-05-01
(^ ' 0.60
J\3 ' 0.30
O5 0.00
»£•, SWH-MW-05-01
0.00
SWH-MW-05-01
0.00
Idpolnt
0.00
SWH-MW-05-02
........ . 0_00 .
0.00
0.00
SUH-KW-05-02
0 94.1
95.2 39
0 96.0
0 97.7
0 99.8
100.0 28
0 101.8
165 103.7
103.9 30 145 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00
106.1
0 106.6
108.3 63
300 108.6
ISO 110.2
0 113.8
114.1 54
0 116.2
117.7 50 152 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00
0 117.9
119.7
0 120.0
121.7 46
- 0-122.5" •--•--- • — -_..-..-... . - ..._._ _.^ _ ... . - _.
0 124.7
0 126.1
126.4 46
-------
Ig
ii
II
S K 3
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hs
4| U v
8
o
a
g
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0
8
o
•i
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O
o
a
a
o
o
o
o
8
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0
o
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o
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o
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;g
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1*
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lwtf**KjBOMA«
25 ° ° °
a a g g g
,! ! I •
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d
0
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e>
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: s s s • 5 5
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0 «
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s. i
s
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i
o ^>
1
ii
000265
-------
FEED SOIL (FS) — HIGH SOIL TEST
Non-Cacclnogcnlc PAH Inventory
FS FLOW
000266
SAMPLE ID
SHH-FS-01-01
SHH-FS-01-01
SUU-FS-01-01
midpoint
SWH-FS-01-02
SHH-FS-01-02
SWH-FS-01-02
Ircag. pacf.
Irrag. perf.
SHH-FS-01-04
SMH-FS-01-04
SUH-FS-01-04
(lbi/hr>
316
340
309
264
319
329
bagln*
319
319
86
anda
311
323
347
i™1^ ™r C^L ™ (^kc., ™' (u^, ™ (™ki)F^ ™i *"* c"ic "°"" ~"c ^l
^
1.5
2.0 55
3.6
3.8 54
5.3
S.3 52 908 1,000 15.4 16000 14.5 69000 62.6 36000 32.7 76000 69.0 50000 45.4 264000 239.6
7.1
7.2 S3
10.3
10.5
11.3
I" "' 19°°° "^ 20°° »•' "00<) «•' "000 42.165000 55.97,000 67.9287000246.6
12.7
13.7
15.3
18.2
18.7
19.1
19.8 75
20.8
22.4 70
22^9 - " ' ' ' • - " " ' ' ' ' " ' " " ' ' '" - ' ~ - "
2*'6 '* »75 14000 13.7 2000 •> n nnnn
2.0 43000 41.9 30000 29.3 54000 52.7 55000 53.6 198000 193.1
-------
FEED SOIL (FS) — HIGH SOIL TEST
Hon-Circlnojenlc PAH Inventory
FS FLOW
HOURS DURING Acinaph- Ac«n«ph- Phtnan- Phtnan- Anth- Anth- Fluor- Fluor-
FEEO FROM COMPOSITE th«n« thin* Fluor«n« Fluorena throne tbrena racsna racene anthanaaatbena Pyrena Pjrrens Total Total
RATE TIKE TEMP PERIOD COHC FLOW CONG FLOU COHC FLOW CONG FLOW CONG FLOW COKC FLOU COHC FLOW
SAMPLE ID (Ib./hr) ZERO (F) (kg) (u|/k() («) (tig/kg) (»)
-------
FEED SOIL (FS) — HIGH SOIL TEST
Hon-C.rclnog«nlc PAH Inventory
FS FLOW
HOURS DURING Ac.iuph- Ac.n.ph- p...-^
nnnm, ' •• MfJIlWl „ .™..—,. n*»h.» 41*4 lll~ f lUOF" HUOT"
™ TE«P "IST ^HC '"FLOW 'l~ nUOr"'* """" """" "C"" """' —-~"- »<•« •»«- tot.! Total
SAMPLE ID (lb,/hc) ZERO (ui/ki) (i) <•> <-«») <.>
SHH-FS-02-04 47.7 }0
SBR FEEDING BECI 47.9 *'* 39°°° "'* 22°°° 10'1 5200° 23-9 S60"«> 25.7 196000 90.0
253 48.6
HIGH SOIL TEST R 80.2
80.7
SWH-FS-04-01 82.2 37
337 82.7
SWH-FS-04-01 84.1 55
433 84.4
SWH-FS-04-01 86.6 46 1329 15000
,E? 429 87.0 * 17°°° "'* 610°° 81-1 *3°°° *7'2 620?° «•* "0<»> »-8 255000 339.0
^^^^ *
-, midpoint 87.3
J~ SWR-FS-04-02 88.4 50
05 «« "-7
Q^ SHH-FS-04-02 89.8 48
442 90.3
SWH-FS-04-02 92.2 43 JH2
452 92.3 °° "'* 6600° ?6'7 35°°° *° 7 6200° "-1 "000 67.4 251000 291.7
midpoint 93.3
450 94.1
SWH-FS-04-03 94.3 37
SWH-FS-04-03 J95.4 ,39.
435 96.0
475 97.7
SWH-FS-04-03 97 9 J4 ..,.
-l-p.l»t 98^9 34'" 260°° 30'2 U000° 127'? 66°°° 76'6 *"*<> »8.7 80000 ,2.9 397000 460.8
-------
FEED SOIL (FS) — HIGH SOIL TEST
Hon-Carctnotenlc PAH Inventory
FS FLOW
BOWS DUXINO Actiuph- Ac«n«ph- ' Fh«n*n- Piwnut- Anch- Anth- Fluor- Fluor-
FCEO FROM COMPOSITE thin* thin* Fluor«n« Fluorcn* thnni thrin* r«c«n« »C«M •nthnuuttlMiM Pjc«n« Pyr«n« Totil Total
RATE TIKE TEMP PERIOD COHC FLOW COHC FLOW CONG FLOW COHC FLOW COHC FLOU COHC FLOW COHC FLOW
SAMPLE ID (Ibs/hr) ZERO (F) (kg) (u(/k() d) (us/ks) («) (uj/kg) («) (ug/ko) (i) (uc/k«) (a) (u«/ko) («) (u|/k(> (•)
000269
SWH-FS-a*-0»
SWH-FS-04-0*
SWH-FS-04-04
oldpolnt
SHH-FS-05-01
SWH-FS-Oi-01
SWH-FS-05-01
midpoint
SUU-FS-OS-02
SHH-FS-05-02
SWH-FS-Oi-02
midpoint
SWB-FS-05-03
SHH-FS-05-03
439 99. 8
99.9
*15 101.8
102.3
447 103.7
103.9
105.1
106. J
468 106.6
108.2
462 108.1
109.8
155 110.2
404 111.9
112.0
286 113.8
114.1
115.9
373 116.2
117.8
345 117.9
118.8
119.8
299 120.0
121.7
347 122.5
28
28
30 1243 31000 38.5 31000 38.5 120000 149.2 65000 80.8 83000 103.2 100000 124.3 430000 534.6
45 _ _ _ _ _ .
63
59 1461 32000 46.7 36000 52.6 140000 204.5 65000 94.9 80000 116.8 120000 175.3 473000 690.9
54
52
50 1030 20000 20.6 23000 23.7 79000 81.4 36000 37.1 64000 65.9 58000 59.7 280000 288.4
48
46
-------
O
o
O
ro
SAMPLE ID
SHH-FS-05-03
midpoint
SUH-FS-05-04
SWH-FS-05-04
SWB-FS-05-04
midpoint
SWB-FS-06-01
SWH-FS-06-01
SUB-FS-06-01
midpoint
SWH-FS-06-02
SWH-FS-06-02
SHH-FS-06-02
midpoint
' SWH-FS-06-03
SWH-FS-06-03
FEED SOIL (FS) -- HIGH SOIL TEST
Non-C«rclnojrr.n. Tot.l
RATE TIMBIEMP PERIOD COHC FLOW COHC FLOW COHC FLOW COHC FLOW COHC FLOW COHC FLOW COHC
(lb,,hr, «. m (k., (u.,k$) (g) «« «« COHC
124
330 124
123
342 126
126
127
130
333 130
131
216 131
132
134
380 133
136
136
137
354 138
139
379 140
142,
143.
341 143.
143,
293 144.
398 14S.
145.
48
46
46
32
64
64
33
34
52
50
48
46
934 24000 22.9 24000 22.9 90000 83.8 36000 34.3 70000 66.7 78000 74.4
Total
FLOW
322000 307.0
906 16000 14.5 39000 33.3 72000 65.2 29000 26.3 83000 73.2 33000 48.0 292000 264.5
916 15000 13.7 16000 14.7 56000 51.3 23000 21.1 51000 46.7 46000 42.1 207000 189.3
975 18000 17.6 2000 2.0 75000 73.1 81000 79.0 74000 72.2 70000 68.3
320000 312.0
-------
U3000
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-------
FINE PARTICLE CAKE (FPC) -- HIGH SOIL TEST
Non-Carcinogenic PAH Inventory
FPC FLOW
HOURS DURING Acenaph- Acanaph- Phenan- Phanan- Anth- Anth- Fluor- Fluor-
FROM COMPOSITE Chine th«n« Fluorene Fluorine threne threne racane racene uithene inthene Pjrene Pjrene Total Total
RATE TEMP TIME PERIOD CONC FLOW CONC FLOW CONC FLOW CONC FLOW COKC FLOW COHC FLOW COHC FLOW
DRUM ID SAMPLE ID (Ib./hr) (F) ZERO (k») (tig/kg) (,)
-------
FIHE PARTICLE CAKE (FPC) — HIGH SOIL TEST
Mon-Carclnogcnlc PAH Inventory
•
o
0
o
•^J
CO
DRUM ID SAMPLE ID
SWH-FPC-02-02
FPC-21
midpoint
SUa-FPC-02-03
SUa-FPC-02-03
SUa-FPC-02-03
midpoint
SUB-FPC-02-04
FPC-22
SHH-FPC-02-04
SUa-FPC-02-04
FPC-23
SUa-FPC-04-01
sua-FPC-04-oi
SUH-FPC-04-01
FPC-24
midpoint
SUH-FPC-04-02
SUH-FPC-04-02
FPC-2S
SHII-FPC-04-02
midpoint
SHH-FPC-04-03
RATS IEKP
(lbi/hr) (F)
78
79
83
90
-82
43
67
39
50
36
34
39
36
77
38
37
116
35
34
FPC FLOW
HOURS DURING Acanaph- Acanaph- ' Phanan- Phanan- Anth- Anth- Fluor- Fluor-
FROM COMPOSITE thana thana Fluorana Fluorana thrana thrana racana racana anthana anthana Pyrana Pyrana
TIKE PERIOD COHC FLOW COHC FLOW COHC FLOW COHC FLOH COHC FLOW COHC FLOW
ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
36.0 208 46000 9.6 48000 10.0 180000 37.5 98000 20.4 190000 39.6 150000 31.3
16.8
17.1
38.3
40.3
42.0 173 52000 9.1 67000 11.7 240000 42.0 130000 22.8 270000 47.3 170000 29.8
43.1
44.1
44.2
46. 6
47.8 128 63000 8.1 63000 8.1 260000 33.3 150000 19.2 240000 30.8 220000 28.2
47.9
49.0
79.9
80.2
82.3
84.2
86.7 264 64000 16.9 73000 19.3 230000 60.8 100000 26.4 210000 55.5 120000 31.7
87.2
87.6
88.3
89.8
91.9
92'* 315 6000° »8 » "000 23.0 230000 72.* 110000 34.6 200000 62.9 110000 34.6
93.4
94.4
Total Total
COHC FLOW
(ug/kg) (g)
712000 148.4
929000 162.6
998000 127 . 9
797000 210.8
783000 246.4
-------
FIHE PARTICLE CAKE (FPC) — SIGH SOIL TEST
Non-Care Inogtnlc PAH Inventory
FFC FLOW
BOWS DURING Ac.n.ph- Ac.n.ph-
Ph.n.n. „,.„.„_ Anth. teh.
RAW
"
o
o
0
ro
£*
SUU-FPC-04-03
FPC-26
SUB-FPC-04-03
•Idpolnt
SWB-FPC-04-04
FPC-27
SHH-FPC-04-04
SHH-FPC-04-04
•Idpolnt
FPC-28
SHH-FPC-05-01
SUH-FPC-05-01
SUB-FPC-05-01
FPC-29
•Idpolnt
SWH-FPC-05-02
SWH-FPC-05-02
SWH-FPC-05-02
FPC- 30
midpoint
SMH-FPC-05-03
.— SWH-FPC-05-03
SWH-FPC-05-03
midpoint
FPC-31
SWH-FPC-05-04
34 95.2
129 95.6
33 98.1
99.1
31 100.1
94 100.9
31 102.3
31 104.0
105.2
103 105.8
36 106.4
48 108.4
40 109. «
83 112.0
112.1
39 114.2
38 116.0
38 117.7
64 118.1
118.8
37 119.9
36"l2lT8
37 124.0
125.2
65 126.1
36 126.4
279 61000 17.0 80000 22.3 290000 81.0 130000 36.3 200000 55.9 390000 108.9 1151000 321.5
275 72000 19.8 2400 0.7 290000 79.9 110000 30.3 220000 60.6 220000 60.6 914400 251.9
'
265 53000 14.0 61000 16.1 300000 79.4 96000 25.4 250000 66.2 190000 50.3 950000 251.5
-
-,
196 31000 6.1 36000 7.0 130000 25.5 53000 10.4 120000 23.5 72000 14.1 442000 .6.5
" _._...-_,- -.„-.., ... „ . .___-. „ .. , ._...._ ... . _ _.. , _,--„,.- , . - . .
189 80000 ,5.1 2400 0.5 290000 54.7 89000 ,6.8 260000 49.0 220000 41.5 941400 1,7.5
-------
FIME PARTICLE CAKE (FPC) -- HIGH SOIL TEST
Hon-Carclnogcnlc PAH Inventory
FPC FLOW
BOOTS OUMIK Acanaph- Acanaph- • Phanan- Phanan-
FMH COMPOSITE then* thin* Pluorana Pluorana tht«n« thr.nt
EATB IDE1 TIMS PERIOD COHC FLOW COHC PLOW. CONC FLOW
DRUM ID SAMPLI ID (Ib./hr) ZERO (k.) (ug/k.) (.) (u./k.) (.) (u.fkg) (.)
Anth- Anth- Fluor- Fluor-
racana racana anthana anthana Fjrana Fjrana Total Total
COHC FLOU COHC FLOW CORC FLOW CONC FLOW
(us/kg) (g) (ug/kg) (g> (ug/kg) (g) (ug/kg) (g)
o
o
0
to
en
EHB-FPC-03-04
SHH-FPC-05-04
midpoint
SWH-FPC-06-01
SWH-FPC-06-01
FPC-32
SWK-FFC-OS-Oi
midpoint
SWB-FPC-06-OZ
SWB-FPC-06-02
FPC-33
SUH-PPC-06-02
midpoint
SWH-FPC-06-03
SUB-FPC-06-03
SHH-FPC-06-03
FPC-34
TWO
36 127.8
38 130.3 164 56000
131.4
43 132.2
42 134.8
37 1)3.3
42 136.1 158 28000
1)7.0
39 1)7:9
)8 1)9.6
74 141.9
38 142.) 203 46000
14). 1
37 14). 9
36 146.0
35 147.9 158 41000
147.9
72 148.2
3931 55394
(HID AVG)
SIGNIFICANT FIGURES: 55
(nig /kg)
9.2 63000 10.4 250000 41.1 100000 16.4 210000 34.5 180000 29.6 859000 141.3
4.4 29000 4.6 120000 18.9 52000 8.2 110000 17.4 110000 17.4 449000 70.9
- - - - ---.- -, - - - - , - -
9.3 56000 11.4 190000 38.5 93000 18.9 190000 38.3 160000 32.4 733000 149.1
6.5 56000 8.9 190000 30.1 89000 14.1 190000 30.1 160000 25.3 726000 114.9
217.8 53445 210.1 232867 915.4 107350 422.0 214599 843.6 177168 696.4 840823 3305.2
(HID AVG) (HID AVG) (HTD AVG) (HID AVG) (HID AVG) (WTD AVG)
220 " 2l° 230 920 110 420 210 840 180 700 840 3300
(m8'k») dag/kg) (mg/k») ' (ng/kg)
-------
FIHE OVERSIZE (FO) - HIGH SOIL TEST
Non-Carcinogenic PAH Inventory
DRUM ID SAMPLE ID
FO FLOW
BOURS DURING Ac.n.ph- Acen.ph-
FROM COMPOSITE
RATE TEMP IIMB PERIOD
(Ib./hr) (F) ZERO (kg)
FLO"
FLOW
(ui/kf)
O
0
o
10
-si
CT3
SWH-FO-01-01
SUH-FO-01-01
SWH-FO-01-01
midpoint
SWH-FO-01-02
SUB-PO-01-02
SWH-FO-01-02
Irreg. p«r£. beflni
lrr*|. p«rf. end>
FO-4 l;
SWH-FO-01-04
SWH-FO-01-04
SWH-FO-01-04
midpoint
SUH-FO-02-01
SWH-FO-02-01
SWH-FO-02-01
midpoint
SWH-FO-02-02
SWH-FO-02-02
SWH-FO-02-02
midpoint
SWH-FO-02-03
SWH-FO-02-03
53
34
32
53
74
78
I
73
70
64
63
61
61
61
7A
/u~ •
79
85
90
-0.1
0
2.1
1.8
6.4
7.3
11.2
12.4
12.7
18.7
19.4
20.0
22.1
24.4
23.2
26.1
27.9
30.1
11.2
12.2
34 .-2 "
36.3
37.4
38.5
40.6
- - ... ,-.,-., ,., IU(IK|, (|) (ut/k,) (,)
-------
FINE OVERSIZE (FO) — BIGH BOIL TEST
Hon-C*Eclnog«nlc PAH Inventory
FO FLOW
BOUM DURING Ac.n.ph- Ac.n»ph- _ Ph.nan- Ph.n«- Anth- Anth- Fluor- Fluor-
•
o
o
o
ro
^i
-vj
DRUM ID SAMPLE ID
SUH-FO-02-03
•Idpolnt
SWII-FO-02-04
SHB-FO-02-04
SUH-FO-02-04
PO-3
SWH-FO-04-01
SWH-FO-04-01
SWH-FO-04-01
•Idpolnt
SWH-FO-04-02
SUB-FO-04-02
SUH-FO-04-02
midpoint
SUH-FO-04-03
SUH-FO-04-03
SUH-FO-04-03
midpoint
SWH-FO-04-04
FO-7
SUH-FO-04-04
SUH-FO-04-04
midpoint
RATE MHP
(Ib./hr) (F)
82
79
34
30
14
41
59
46
30
48
43
37
39
34
28
20
28
30
• •«*•• wwwwtfAAM II1VI1B tn.Il. 1
IIHS PERIOD COHC . FLOW
ZERO (kg) (ug/kg) (g)
41.7 36 10000 0.4
42.9
44.0
46.7
47.7 33 16000 0.3
47.9
49.0
77.6
80.2
82.3
84.3
86.9 69 17000 1.2
87.8
88.7
89.8
'9t.lt 31 21000 1.1
93.4
94.4
95.2
»'-9 51 21000 l.l
99.0
100.0
100.4
102.2
103.8 97 26000 2.5
105.1
nuor«n. Fluor.n. tht.n. thr.n. t.c.n. r.c.n. •nth.o* uth*n. Pyr«n. Pyr.n. Tot.l Tot.l
CO«C PLOW COHC PLOW COHC PLOW CMC FLOW COM FLOM CO«C PLOW
-------
i • I 3 » S ,, „
o. : o. i S a. ° f
II * t f f
g'gggSgWg gggSgWWntntne, g „
? ? ? ? f f ? ? ? ? ??= SSS Si
3 333 333 333 333 333 3
g gg'g ggg SSS ggg g g o =
2 S J3' S 222 222 i A A A A A 4
i s s
£ SB'S S 5 g B £ £ £ £ fi g-s s
HcHS!s5s£5S5s5gS55s5 = Hr5£g
;
'
- : s s s s 5
Nt t*» W M M
I : I III I
00 000 §
** i ** *** ** w u
i • « • o i.
JT ' JjJ ^ *** w u
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o .: o § g g g
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* 2 2 " • «
1 ; i i-§ i I
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* r r • s
06 o» a ^j o» ^
g : S S 2 S s
I ; I III I
!*.'}* «• » j» £
" ; i» •>> W m fT
gg ggg o
0 ! § § § g g
K ; M »» N N ».
i " * f • .*' •
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§!| 3
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t
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~ 2 §
* s s
g
•• «M
£ 8 f ?
? i s g
« " • 3
~ •• If ?
* S * S
"SgS
1
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O O ft
: o S T
" , 2 r
p* ft f»
O • sr
z g •
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g '
J3 S 2
S "!
;• 5
8 g
? f
g
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o r.
H
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X 11
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S X
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s °
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§*" w
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a
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9 X
Js
H
n
en
H
-------
FIHE OVERSIZE (F0> ~ HIGH SOIL TEST
Hon-Carclnoginlc PAB Inventory
FO FLOW
HOURS DUMHG Ac.n.ph- Ac.n.ph- | Phinan- Ph.n.n- Anth- Anth- Fluoc- Fluor-
FRCH COHFOSITS thin* thin* Fluor.n. Fluocin* thrin* thc*n* c.c.n. r.c.n. anthin* anthan* Pjr.n. Pyrin* Total Total
BATE TEMP TIMS PERIOD COHC FLOW COHC FLOW COHC FLOW COHC FLOW COKC FLOW COHC FLOW COHC FLOW
DRUH ID SAKPLB ID (Ib./hr) (F) ZERO (kg) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g) (ug/kg) (g)
------ ---------------»-------»«-»----»•.----.------__•__„__.»•—-»•„_»••_••—_„»„•.__•»•__»•««.—_-„.„_•_._•_—---------_-»____„•__•_•_„_„__«__„..____ • ___..
SUH-FO-06-03 46 143.9
SUH-FO-06-03 43 147.7 49 30000 1.3 35000 1.7 100000 4.9 79000 3.9 84000 4.1 99000 4.8 427000 20.9
147.9
FO-10 22 148.2
.t.rl.l collected 1007 24966 23.2 24832 23.0 92110 92.8 62390 62.9 80296 80.9 84836 83.5 369430 372.2
period, not (HID AVO) (HID AVG) (HID AVG) (HID AVG) (HID AVG) (HID AVG) (HID AVC)
of th«
O ™° SIGNIFICANT FIGURES. 25 23 23 23 92 93 62 63 80 SI 83 85 370 370
O (ng/kg) <
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Non-CareInogcnlc PAH Inventory
CO FLOW
HOURS DURING Ac.n.ph- Ac.n.ph-
FROH COMPOSITE th.n. th.n.
O
o
o
ro
00
o
RATS
DRUM ID SAMPLE ID (Ibi/hr)
SWH-CO-01-01
SWB-CO-01-01
SWH-CO-01-01
• midpoint
SWH-CO-01-02
CO-8 „
SWH-CO-01-02
SWH-CO-01-02
trr.g. part, b.|ln»
Irr.g. p.rf. ondi
CO-9 33
SUH-CO-01-04
SWH-CO-01-04
swH-co-oi-04
midpoint
SUH-CO-02-01
CO-10 5j
SHH-CO-02-01
SUH-CO-02-01
midpoint '_ _..._....
SUH-CO-02-02
SWH-CO-02-02
SWH-CO-02-02
midpoint
TEMP
.«000 6.4110000 11.8 77000 8.2 381000 40.8
18.7
19.3
20.3
22.3
»•» 134 14000 2.2 6400 1.0 86000 13.2 49000 7.5 100000 15.4 84000 12.9 339400 52.2
26.3
27.8
28.3
"^ m 13°°° K6 81°° »•" "°0° 8-8 ""O" ••« 86000 10.4 73000 8.8 303100 366
32.0
34.0
"'I 13° 12°°° " 1000° »•' «« »•• «- ••' "000 9.3 60000 7.8 288000 37.6
-------
COARSE OVERSIZE (CO) ~ HIGH SOIL TEST
Non-CareInoginlc PAH Inventory
o
o
o
ro
oo
DRUM ID SAMPLE ID
CO-11
SUH-CO-02-03
SMH-CO-02-03
SHH-CO-02-03
•tdpolnt
SWH-CO-02-04
SUB-CO-02-04
SUH-CO-02-0*
- —
co-u
CO- It
SUH-CO-04-01
CO-15
SUH-CO-04-01
SUH-CO-04-01
midpoint
CO- 16
SUH-CO-04-02
SUH-CO-04-02
SUH-CO-04-02
midpoint
CO- 17
SUH-CO-Ot-03
SUH-CO-Ot-03
RATE TEW
(Ibi/hr) (P)
47
B5
90
82
20
54
30
SB
95
37
72
55
46
77
SO
48
43
82
37
39
CO FLOW
BOU13 DURING Ac.n.ph- Ac.n.ph- , Ph.n*n- Ph.nan- Anth- Anth- Pluor- Iluor-
FROM COMPOSITE than* th.n. Fluorana Fluor.na thr.n. thr.n. r.c.n. r«e«iu anthaa* anth.n. Pyr.n. Pyr.n.
TIKS PERIOD. COMC FLOH CO«C FLOH COHC ?LOW COKC fLOH CO»C FLOH COBC FLOW
ZERO (k,) (u,/k,) (g) (ui/k§> (g) (u§/kg) U) (u§/kg) (g) (u$/ks) (g) (ug/h§) U)
..... . ^^
37.1
38.1
40.2
*2'° 10J 1100° »•» «00« 1-2 44000 4.5 52000 5.4 55000 5.7 47000 4 8
43.1
44.2
4«.4
*7'f 8l 2ioo° 2.0 24000 2.0 86000 7.0 5SOOO 4.7 110000 8.9 80000 6.5
47.9 - - - -- - - -- - . . --. .- - - - - - - - -
49.0
7«.0
77.8
80.2
82.2
83.5
84.2
*6'8 252 2900° 7-3 "» 0.2 53000 13.4 39000 9.8 86000 21.7 93000 24 0
87.7
88.5
88.5
89.9
92'J 212 3000° 6-3 300°0 «-3 91000 19.3 88000 18.6 110000 23.3 79000 16 7
93.4
93.4
94.5
95.3
Total Total
COHC FLOH
(ug/k|) (g)
221000 22.8
383000 31.1
302790 76.4
428000 90.6
-------
COARSE OVERSIZE (CO) — HIGH SOIL TEST
Non-C«rclno(«ilc PAH Inventory
CO FLOW
BOUiS DURING
raOM COMPOSITE
BATI TBMP TIME PERIOD
DRUM ID SAMPLE ID (Ib./hr) (P> ZERO (k.)
Ac.n.ph- Ac.n.ph- Ph«n«n- Ph.n.n- Anth- Anth- riuoc- Pluor-
than* th«n. Pluor«n. Fluor.n. thr.n. thr.n. r.c.n. r.c.n. .nth.M toth.n. Pyr.n. Pyr.n. Tot.l Tot.l
CONG PLOW COHC PLOW COHC PLOW CMC PLOW CORC PLOW CONG PLOW CORC PLOW
(u./k.) ,.) (u.,k.) (., <„ (u.,k., (., (u./k.) (.,
o
o
o
JO
00
ro
CO- 18
SUH-CO-0*-03
•Idpolnt
SM8-CO-04-04
SNB-CO-04-04
SUB-CO-04-04
CO-19
midpoint
sua-co-os-oi
SWH-CO-OS-01
CO-20
SUH-CO-05-01
midpoint
SWH-CO-05-02
CO-21
SWH-CO-05-02
SUH-CO-OS-02
midpoint
CO-22
SWH-CO-05-IIJ
SHH-CO-05-03
SUH-CO-05-03
midpoint
SWH-CO-05-0*
SMH-CO-OS-04
CO- 2 3
86 98.1
34 98.1
99.1
28 100.0
28 102.2
30 103.8
79 104.0
103.0
46 106.3
63 108.2
86 108.8
39 109.8
111.9
34 114.1
74 114I3
52 116.1
30 117.7
118.8
69 119.3
48 119.9
46 121.6
48 123.9
125.1
46 126.2
46 127.6
67 127.7
219 36000 7.9 1700 0.4 120000 26.2 62000 13.6 110000 24.1 96000 21.0 425700 93.1
218 39000 8.3 48000 10. J 200000 43.6 79000 17.2 110000 24.0 200000 43.6 676000 147.2
-
252 23000 6.3 14000 3.3 130000 32.8 90000 22.7 100000 23.2 83000 21.3 444000 112.1
222 28000 6.2 27000 6.0 120000 26.6 88000 19.5 91000 20.2 83000 18.9 439000 97.4
190 30000 3.7 37000 7.0 110000 20.9 86000 16.4 84000 16.0 83000 16.2 432000 82.2
-------
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