Monsanto Enviro-Chem

Monsanto Enviro-Chem
TITLE:
ECOPAC FIELD TEST IN
FLORIDA PHOSPHATE SLIME POND
AUTHOR:
DATE:
John E. McLean
January 21, 1986
ABSTRACT:
Field
data
from
a
joint
Monsanto
Enviro-Chem
and Mobil Mining & Minerals
field
of
test
the
ECOPAC
Dewatering
System is summarized for independent
review.
Preliminary
data analysis
indicates that use of electro-osmosis
is
not
economically
viable
in
this
application.
DOCUMENT ACCESS
This document was prepared by Monsanto
Enviro-Chem
for use by the Florida
Institute of Phosphate Research (FIPR).
FIPR, at its sale discretion, may make
this
material available
to out~ide
researchers.
Monsanto requires only
that FIFR keep a record of any such
external
distribution
or
review.
E:C·16 (REV. II/J7)
TABLE OF CONTENTS
INTRODUCTION
3
EXPERIMENTAL DESIGN AND DATA
3
POND DESIGN
Construction
Pond Mud-Line Area
Pond Volume
Pond Perimeter & Wall Area
3
3
3
ECOPAC SYSTEM
Initial Cell Configuration
Revised Cell Configuration
Revised Cathode Design
On-Line Time
4
4
4
5
5
FIELD MEASUREMENTS
Fill History
Mud-Line Measurements
Pond Density Profiles
Pore Pressures Data
Piezometer Data
Electrical Data
5
5
5
6
6
7
7
LABORATORY DATA
Conductivity
Permeability
Compressibility
Response to Electro-Osmosis
Soil Permeability
7
7
1
4
4
7
7
8
8
TABLES AND FIGURES
Table 1: Surface Area Correlation Coefficients
Table 2: Control Pond Fill History
Table 3: Test Pond Fill History
Table 4: Pore Pressure Sampling
Table 5: Piezometer Data
Table
Table
Table
Table
6:
7:
8:
9:
Electrical Data
Electrical Data
Electrical Data
Data Supporting
6/84 - 12/84
12/84 - 6/85
9/85 - 9/86
Drained Boundaries
13
14
15
16
17
23
27
31
34
Page
Figure 1: Pond Layout
Figure 2: Original Cell Layout
Figure 3: Original cathode Design
Figure 4: Revised Cell Layout
Figure 5: Revised Cathode Design
Figure 6: Piston Mud Sampler
Figure 7: Test - North Density profile
Figure 8: Control - North Density Profile
Figure 9: Test
South Density profile
Figure 10: Control - South Density Profile
Figure 11: Test Pond Grid Locations
Figure 12 : Control Pond Grid Locations
Figure 13: Pore Pressure Profile
Figure 14 : Percent Solids Vs. Time
-
2
41
42
43
44
45
46
47
48
49
50
51
52
53
54
INTRODUCTION
ECOPAC is Monsanto Enviro-Chern's patented technology, based
on use of electro-osmosis, for dewatering clay slurries.
starting in June of 1984, Monsanto and Mobil conducted a
joint test of this technology at Mobil's Fort Meade mine.
The test was terminated in December of 1986, after
determination by both parties that the technology was not
economically competitive with current industry practice.
EXPERIMENTAL DESIGN AND DATA
POND DESIGN
construction
The Mobil ponds were constructed to provide a realistic
test of ECOPAC performance in a ,typical Florida phosphate
mining operation. starting on previously unmined ground
a large drag-line mined three parallel cuts, each 250'
wide and lOaD' long. The cut nearest the road (North
side of ponds) was immediately reclaimed to meet local
regulatory requirements.
Separate test and control ponds
were created by constructing a packed earthen wall across
the two remaining cuts. The material spoil piles were
left in place except for a cut at each end to connect the
north & south cuts within each pond. In a commercial pond
a ten to forty foot high dam would be built to increase
pond volume.
Figure 1 shows the layout of the ponds
immediately after construction.
Pond Mud-Line Area
A table of horizontal surface area as a function of
elevation was prepared based on a contour map made before
the ponds were filled.
A planimeter was used to
calculate area.
Note that areas (and. volumes) below 103'
elevation were based on physical probing as this was the
water level when the contour map photographs were taken.
At the target mud-line elevations of 120.54 (test pond)
and 119.35 (control pond) the pond surface areas,
exclusive of spoil piles, are 3.55 Acres and 4.05 Acres,
respectively. The equations in table 1 can be used to
estimate horizontal surface area as a function of
elevation (for elevations above 103 1 ) .
3
•
Pond Volume
Pond volume is determined by integrating the equations in
Table 1 with respect to elevation, then adding the
estimated volume below 103' elevation. At the target
mud-line elevations of 120.54 (test pond) and 119.35
(control pond) the pond volumes are 59.4 Acre-Feet and
75.0 Acre-Feet, respectively.
Pond Perimeter & Wall Area
A table of pond perimeter as a function of elevation was
made using the contour map and a map gauge. This
information was combined with information on sidewall
slope to calculate pond wall surface area. At the target
mud-line elevations r surface areas are 4.1 acre for the
test pond and 4.7 acre for the control pond.
ECOPAC SYSTEM
Initial Cell Configuration
Figure 2 shows the locations and dimensiqns of the
original cell at Mobil. We have arbitrarily defined a
cell to contain eight anodes.
On this basis we had only
one cell operating from June 19, 1984 through August 25,
1985. Half of the cell was located in the north side of
the test pond and half in the south. There was one
cathode for each group of four anodes. Figure 3 shows the
original cathode dimensions.
The cathode cross is
supported by four floats and is located six ,to eight
inches below the water line (elevation 120.5'). Anodes
lengths were selected such that they stay submerged in the
clay, supported by a single float.
The elevation of the
anodes tops was about 115'. Cell radius was about 140'.
Revised Cell Configuration
In August of 1985, the amount of system hardware was
doubled.
This was motivated by a need to increase
performance and a concern that the existing anodes were
surrounded by dried mud of high resistance. A more
recent review of the electrical data indicates that the
original anodes were probably not the cause of high
resistance.
Figure 4 shows the layout of the revised
cells_
The new system has two full cells, each cell
having one cathode for every four anodes. The top of the
new anodes was at elevation 118', except for anode Al
which extended about six inches above the mUd-line. The
4
original cathode design, as shown in figure 3, was used
at start-up. Overall system resistance was about half
that of the original configuration.
Revised Cathode Design
Measurements of the electrical potential near the cathode
indicated a large drop near the cathode. This is due to
the difference between clay conductivity (about 700
micro-mho/em) and water conductivity (about 150
micro-mho/em).
In September of 1985 the cathodes were
modified to reduce power loss near the cathode.
copper
rods were added (see figure 5) which extend down from the
water surface to about elevation 115.5'. The present
system is insensitive to changes in water conductivity and
has resulted in substantial power savings.
On-Line Time
On-line time for operation through August 1985 is about
72%.
In May of 1985 the power supply was damaged by
lighting and needed majors repairs.
It was down for
about three months. New electrodes started up in
September 1985. Cumulative on-line time through
September 1986 is only 62%, however, actual on-line time
since the revised cell installation is about 75%.
FIELD MEASUREMENTS
Fill History
Both ponds were filled in a two week period ending June 9,
1984. Filling was alternated between ponds in order to
insure similar clay composition and solids content. After
the initial fill the ponds were refilled at irregular
intervals as needed to maintain the mud-lines near target.
The last refill was on April 20, 1986 at which time the
required equipment was removed in order to reduce cost.
See tables 2 and 3 for a complete log of all refills.
Mud-Line Measurements
The mud-line is defined as the average elevation of the
clay/water interface.
It is determined by reading the
water elevation off of a fixed reference, then measuring
the distance from the water surface to the mud at
pre-defined grid points on the pond surface. At Mobil,
the water to mud distance is measured by inserting a rod
into the pond and noting where the clay sticks to the rod
5
when removed. Mud-line measurement is the primary means of
determining the volume occupied by the clay and,
therefore, the extent of consolidation. See tables 2 and
3 for a complete log of mud-line measurements, calculated
ponds volumes and resulting consolidation (under the
heading "Cum AF Created ll ) . Mud-line measurements were
infrequent in the first year of operation, but are now
done monthly.
Pond Density Profiles
In addition to mud-line measurements, vertical density
profiles are used to track the progress of consolidation.
The primary method of measurement was in-situ analysis
using Mobil's nuclear density probe. This was
supplemented with grab samples taken with a specially
designed piston sampler.
Figure 6 is a schematic of the
piston sampler. The procedure involves lowering the
sampler to the desired depth then holding the inner rod
stationary While the outer tube is pushed down to
collect the sample. Special laboratory techniques were
developed to determine bulk density and solid phase
density. This information was used to calibrate the
nuclear density probe which operates on the principal of
gamma ray scatter as a function of clay density.
Figures 7 through 10 contain data on clay density as a
function of time and elevation for vertical planes
through the ponds.
Figures 11 and 12 can be used to
locate these planes on the pond surface. Note that most
of this data is based on use of the nuclear density probe.
Pore Pressure Data
See table 4 and figure 13 for measurements of excess pore
pressure taken at the Mobil ponds. This work was done by
Ardamann & Associates who are Florida consultants
specializing in pond construction and cl~y consolidation.
This data is used to determine boundary conditions for
pond drainage and to check lab measurement of clay
compressibility. The good agreement between the
Calculated Head and Measured Pore Pressure in table 9
indicates that perfectly drained boundaries is the
correct assumption for pond modeling. This is logically
consistent with the enormaous difference between soil
and clay permeability.
6
piezometer Data
See table 5 for a histc)rical summary of piezometer data
taken at the 18 wells located around the ponds. Analysis
af this information indicates that the external drainage
head for the first year of operation was approximately
three feet (about equal for control and test ponds).
Electrical Data
Tables 6 through 8 summarize the electrical data,
including both current and voltage. Tables 6 and 7 apply
to the original configuration and Table 8 is of the
revised configuration.
LABQRATORY DATA
Conductivity
Conductivity of Mobil slimes is 650 micro-mhos per
centimeter.
permeability
Permeability data are expressed in the following form:
k = A*(void ratio)**B/(l + void ratio)
using large strain consolidation theory, as described by
Gibson, Philip and others, the constants A and B in the
above expression are adjusted to best fit the data
acquired from a specialized laboratory drainage cell,
designed in accordance with methods defined in the
literature. For Mobil slimes, A = 5.74E-14 square
centimeters and B = 4.174.
Compressibility
Compressibility data are obtained in the lab by simply
measuring the equilibrium void ratio under a sequence of
applied loads. The following mathematical relation has
been found adequate to fit the data obtained in the manner
described:
stress = C/(void ratio) **0
For Mobil slimes, C
= 5.01E7
dyne/sqcm
7
and D = 4.107.
Response to Electro-Osmosis
Clay phase velocity relative to liquid phase velocity at a
field strength of 1.0 volt/meter = 2.17E-5 meter/hr.
Soil Permeability
Florida soil in the vicinity of test and- control ponds has
a permeability approximately 120 times larger than that of
Mobil clay at 15 percent solids, by weight.
8
•
TABLES AND FIGURES
Table 1: Surface Area Correlation Coefficients
( Area == A
Pond
+ B*Elevation + C*Elevation**2
B
A
C
-----
-----
-----
Test - Total
-25.263
0.4294
-0.001579
Test - North
-12.957
0.2181
-0.000811
-----------
Test
-
South
-12.304
0.2112
-0.000768
Cntr
- Total
-3.079
0.0366
0.000193
Cntr - No:cth
-2.083
0.0236
0.000068
- South
-0.941
0.0121
0.000129
Cntr
9
MOBIL FILL HISTORY AND MUD-LINE MEASUREMENTS
(Last Revised: 09/25/86
By: PDP)
CONTROL POND HISTORY
TargetHL
RHO-w
RHO-s
Factor
Area
119_35 ft
1360 TON/AF
"0_00417 TONlgal
1 glee "
3807 TON/AF
"0.01168 TON/gal
2_8 glee"
1.00 AF
,,325,851
gat
-3_079+_0366*Elevation+_00019*Elevation**2
Added
Date
Gallons
09-Jun-84
24,405,460
29-Jun-84
o
10-JuL-a4
-2,743,423
27-JuL-84
14-Aug-M
884,737
07-Sep-84
OB-Sep-84
13-Oct-84
1,028,910
27-Nov-M
22-Jan'85
25-feb'8S
29-Har-85
29'Apr-a5
3D-Jul-a5
23'Aug'85
06-Sep·85
10-Oct-85
Add'"
Mud-Line
Ending
Ending
"'"
Elevation
ONT
AF
1.106
14.91X
n!.
1.106
1.118
1_ 100
14.91%
16.42X
c/.
14.08%
1.11S
1. 112
1S.98%
15.67X
1.110
15.35%
l4.a7X
16.54:1:
o
o
1,416,880
1,130,700
1,485,945
975,710
227,310
c/.
1.106
1.119
o
n/.
n/.
o
1,248,540
1.116
0/,
o
c/.
905,620
11'Nov-8S
09'Dec-85
21-Jan-86
o
o
o
10-feb'86
1,OSO,300
12-Mar-86
o
o
868,160
13'MaY'86
11-Jun-86
o
14·JuL-86
\M-Aug-86
09-Sep·86
o
1.117
13.70%
n/.
n/.
1.120
119.29
119.28
118.03
118.82
"8.78
119.18
118.95
118.56
118.82
118.73
16_64%
o
n/.
n/.
n/.
n!.
o
n!'
o
118.69
16.27X
c/.
n/.
n/.
1.097
117.12
16.14%
o
01'·~ov-85
OZ-Apr-86
20'Apr-t16
Add'"
RHO·b
119.07
118.92
118.79
118.44
118.34
16,792
16,792
18,679
19,357
19,357
20,021
20,021
21,074
21,896
22,953
23,622
23,798
23,798
23,798
24,736
24,736
24,736
25,423
25,423
25,423
25,423
26,081
26,081
26,081
26,756
26,756
26,756
26,756
26,756
26,756
I~
n/a
M.l1
n/a
n/fl
72.34
n/fl
74.75
n/a
n/a
n/a
n/a
Ending
l:>I,
n/a
16.66~
nJa
48
66
17.47X
n/a
17.4B~
n/a
n/a
n/a
nla
nla
12.84
72.n
n/a
21.S2,.
21.55X
n/a
72.86
12.51
n/a
73.85
73.27
n.72
71.35
70.96
20
31
n/a
20.36%
21.61X
n/a
o
n/a
n/a
74.70
69.74
74.32
73.38
71.83
Cun
TotaL
Days AF Added
90
91
126
171
227
261
293
324
416
440
454
74.90
74.90
83.32
B6.03
86.03
89.19
89.19
93.54
97.01
101.57
104.56
10S.26
105.26
105.26
109.09
109.09
488
109.09
n/a
510
21.66%
21.89X
22.30%
n/a
22.52"
22.61r.
n/a
22_75%
22.90%
23.05%
23.43X
23.54%
520
111.87
111.87
111.87
111.87
115.09
115.09
115.09
117.76
117.76
117.76
117.76
117.76
117.76
548
591
611
641
662
680
703
732
765
788
822
Cum AF lagrange
Created Elevaticn
n/.
8.73
n/.
n/.
13.69
n/.
14.44
n/.
119.33
119.33
122.01
122.75
n/.
n!'
n/o
n/.
30.56
35.S2
n/.
36.25
36.37
n/.
37.55
38.49
40.04
126.33
126.33
127.15
127.15
127.74
127.74
127.74
c/.
42.24
42_59
128.41
128.41
n/.
43.91
44.49
45.03
46.40
46.80
128.97
128.97
128.97
128.97
128.97
TEST POND HISTORY
TarlletHL
RHO-w
RHO-s
Factor
Area
Date
120_54 ft
1 glee
2_8 glee
1.00 AF
=
~
1360 TON/Af
3807 TON/Af
= 325,851
Add'"
GaLlons
20,949,700
Z9-Jun-84
11-Jut-54
27-JuL-84
14-Aug-54
a
Add'"
Add'"
MucH ine
Ending
RHO-b
' 'IS
Elevation
ONT
1.108
o
15_16X
nla
120.17
0'.
119.24
1.118
16.42?:
1.100
14.08%
1,710,450
1.109
15.29%
30'Nov-54
931,380
1.121
16.79%
19'Jan-85
2J-feb-SS
29-Har-85
1,509,420
15.36%
656,390
1.110
1.107
14.91.!:
263,000
1.098
B.92X
08-Sep-B4
13-Oct·84
2,088,230
o
, ,047,310
27·Apr·a5
o
o
21-.1.09-85
23-Aug-85
o
989,240
0'.
1.119
05'Sep-85
11'Nov-85
09·0ec-B5
21·Jan·86
o
427,370
o
OZ'Apr-86
o
19·Apr·86
13-Hay·86
648,670
l1-Jun-86
o
o
o
o
14-Jut·56
D9-Sep'86
1.106
o
o
0'.
0'.
16_54%
0'.
0'.
0'.
1.130
119.95
16,285
120.55
16,962
16,962
120.61
119.52
119.49
0'.
""
0"
0'.
0'.
20,599
Erxling
,"S
nla nla
58.08 16.61%
54.82 17.49%
nla
nla
57.31- 18.43%
nla
59.42
nla
nla
nla
nla
18.50X
nla
Cun
Total
o
64.29
20
32
48
64.29
.
90
91
126
nla
174
nla
224
64.29
70.70
70.70
73.91
73.91
79.16
82.02
86.65
88.67
n/a nla
nla
nfa
59.65 21.83,.
293
89.48
322
23.11X
416
89.48
89.48
89.48
55.80
CI.IlI Af Lagrange
Days AF Added Created Elevation
'"
nla
6.21
9.47
13.40
14.49
n"
0'.
29.82
33.67
33.79
22,236
22,783
22,783
t'\fa
58.35
nJa
24.24X
703
98.38
40.03
22,783
57.69
57.00
24.48:0:
24.72%
732
765
56.28
24.m
98.38
98.38
98.38
40.69
41.38
42.10
42.52
22,236
120.25
120.06
119.86
119.66
119.54
22,783
22,783
22,783
55.86 25.15%
IS
92.51
0',
453
92.51
'88
92.51
34.01
34.55
510
93.82
0',
520
93.82
548
93.82
93.82
35.32
36.02
591
'88
822
96.39
124_54
0'.
'19.93
21,659
21,659
123.67
0/'
oj.
22,236
21,659
'"440
121.91
n/.
120.15
120.29
120.09
119.75
21,363
21,363
21,363
21,659
121.91
121.91
0/.
611
641
662
679
120.29
120. ,4
17.88%
0/.
18,172
18,903
19,9n
20,431
20,599
20,599
20,599
Ending
AF-
55.68 23.16%
nja
nfa
58.50 22.90%
57.96 23.08%
nla nla
58.50 23.17X
57.81 23.41%
56.59 23.84%
n/a
n/a
58.01 23.87X
57.22 24.15%
14.96%
0'.
14,686
14,686
14,686
16,285
15.00%
""0'.
o
835,760
06·Aug·86
1.107
o
lO'feb-B6
12-M8r·86
""
0'.
o
30-Jut-85
10'Oct-85
01-IIov·85
gaL
-25.3+ _4294"'E levat ion- _OOlSS"'E levat! on**2
O9-Juo-84
07-Sep-84
= 0.00417 TON/gal
= 0_01168 TON/gal
37.24
n,.
n,.
128.65
128.65
128.65
129.44
129.44
129.78
129.78
129.78
96.39
96.39
98.38
38.38
39.17
130.44
130.96
130.96
98.38
130.44
130.96
130.96
130.96
RESULTS OF POREWATER PRESSURE SOUNDING
Depth from
Station
Water Surface
(ft)
Hydrostatic Porewater
Pressure
(pif)
Measured porewater
Pressure
(psf)
CEI
3.0
6.0
9.5*
187
374
593
195
353
212
CE3
3.0
7.0
11.0
15.0
19.0
22.0
24.0
25.7*
187
437
686
936
1186
1373
1498
1604
194
488
776
1053
1244
1397
1448
890
CE9
18.2*
1136
1100
CJ3
20.1 *
1254
1267
TE2
3.0
7.0
11.0
15.0
19.0
23.0
25.0
26.6*
187
437
686
936
1186
1435
1560
1660
194
489
793
1056
1314
1492
1423
1261
TB7
19.2'
1198
1055
"Pond bottom depth
I 6,
.',
To /,/, s;
f .. , • a
_ .f-__r-- f2p.f"
~Ci?t:)/>f£7£d...
N
L';l'/}7,c/t/S/ flit Tit ;
S!>J- 4-
5M.s-
£~
v
r£
/Ji,@,3>
,
kl@
:5;/J.5
J)
I
'70
z,,
I
:"-/1-{/
@
I
,
£, ®(j)
Z, ,
I~/St"~
,
5'M
,-0
•
75'
~@Ql
/n®@
&'@(j)
/"IOflIL.
C':=7K£L
_ p//t)
<2>1])
::z.
I
i
:;~
M
25
,'v,_
®/\
(]I
jot..' I~/,
@
5PJ
7
~-
,
-<..- !
<-
,
,r',
/z...
r
ill
" sa
0.>''''
_-4''--_
\:J
"
~
7£"'
@ ---~--
57/f /
,
o
o
/V;/.dJ
LJl;VC?'rs;
,1';CZO/}fL/C..-<-
.?z ...4/~'"
7//.<:'5,",'
T,pS.
»4
"/,
.r./.c;v..:;.q
t'fc-1H.:"Z::c,rYJE/Ci::. d . ~:z~ . . .
pJ//'j -;'C""'J!.. ~L. ?·47·:;,~",v.>
/5
j}£ /V.1 T£5 //C ?zJ,PH [/L/~
p ....
/th ...-!y"j'Z"".-L
/)C/~ .
;;...:..c .. .;.-/
.9/+,
u!-6-/,)
.LJz ..5"',-~;'i/l 7.··.:-~.I'"Ll
j'J/X;/Cy' L,U' /:;~-"",<:,
an
/I'?,:/;.y
{-hiEs;r'","- ;;=/<'10/7
,,
_"':;.':0-:
.;1...:;.;.. .•
. :.,-~ .
.
;--.-~'
.:-::..--
•
-0."' ,
~~~,",<~<CN~~~~_Q=
"'N,","'~,",NmO=~~_~"'~
,<
'0_
"-~
•.....
......
0
....
"0
,
,;
~"'~""'<:I"'<:I"'''''''''''C1~M'''<O
••
ON
.----------------------~----~--""
00
00_
.-
"""'''''''000 .......... ''' ... '''.,.''' ...
-<"
0
>'
~~~~
••
'"'_O_<OM.,."'=e"'~
,O~
N
<"
... "'M ... ~~~<O~"'''''''
....
_~o
~~~~~~~~~~~~~~~~
Q~~~<ON~~"''"'''''NNC
__
•. . . =N.~
0
"0
•
- , ----------------
....." ,,,
".-
"•
•
0
....
"'_N_<O~'"'C1~~~
~_~""
~"'~O~~~=MO~"''''O~'''
~,
.>~
=-,
Z
0
•"
,.-
0
•• •=
=
"'~~.,...,·"""'
.......,~"'..,"'~O'"
---------------"'''''''~NO~_<O~O
OM"'''''"'_m .... __
__
~'''~
~NNM'''~
........ =. . . ,
:r:.:..'"
0«
""~
~~
O"".,.~~NN"'M~N..,M
__ _
..:--",,.. .:.0
"':..
>
z
MO_.,."'~~_C~M
0
~
-,
••,
>
J..•
"-
~
__
NN~
"' "< "
"''''::;=...
... '"
<x:_
.,
"
"
_oNe~~~~~~~~~~~~
0'·
"'_e::M~O_~"'Olf)¢~~~~
~CC~~~M~C1~~~QOC~
'" '" .. i - _
..
0.·
ZO
Q ..... O _
............
,. . . . =0,.
C
,","",-'
·........... -" ,
N~
__
~~~_~_~
c"'~~ ~~ M '" ",N~, ..,
____ Q
_
~ ..~ ~Qe::
--------~-------
,
O~~~~NM"'~NNMM
__ _
«>=e
-,
,,
,
<
,"
A
"
•"
-,
"' ..
C
.., ....
",_c>'-
... ..,._ ...
"
~O'"'=N"""'O~:_>"'"..,ONO""
~N_ ~
0
N
,,'_<J>
10>
m
M NCoin",
N ______________ _
· - ---------------o
O<Jj 0..., ... " ' ' ' ' .... ..., ....
If) ....
"'c"'C
", .....
"
""c.,._
m.,. '"
"< •
•• 0<_ e, ...... """,,,,,,",,,,,,,,,,,,,,,,,,,,,,,,,_
• .... "' .....
= •
0
,0-
0
'" ,,"_~''''''' 0 _
~O="'O~NON~~O~~Ne::
0.'
0
0
~
~1
•0
" .- N_______________
-• • ---------------=
Z
0
N
•
.. 1-.-
"0-
_o~",~",,,,_,,,,,,,,,~.,.~~,,,
.. _
00
O>~
>
,
"
••
•"
.-'"
_NM.,."'O~"''''O_~MV''''''~C
---------
>.
"e
O.
NO
.0
->
•
g" "'''" """.,
""
00 e <: e e <: 0""""
Z~ZO~ZO~~ZZU~zu~z~~a
..., ... ,,";: .... "-'-' .. ,,., .. '" e ....... U
~"'~~~~~~~~~~~~~~~~~~
"OgO~
""'> ..
~ O~"
""""""''"'
'"''"'~~~~~~~~ZZZZZZUO~~
I~
:;,
•
C
~
~
,~~
~~_
~Q_~~~Cm~~~m~eM~
~~O_"~~_~Qe~~~MN
...... - .. - - - .. - -
N~~~C~W~~~OO"OOO
, _
a~~
,=-o
•o
M
_<_
.-~~
e>~
~~
..
,=~
oe _
,
~
"'''''o
z
o
......
-
~»~
_<~
"'..,.
CMNo~~_N~~~N~Mom
- - - ....... - - - .. -
.,. ... _co '" ""'-'''''_0 CI~'..,.o-QC:
_ _ _ _ _ _ _ _ _ _ _ _ _ N3~'
~~~~~~MNN~Q~O_OO
---------------..,. c> e::,.:: '.:) ... e,., __
C:MN~",,_""M~~_=_C
.,. ..
"' •.,..,. M <:: .....
... o,
__
-- eN N_ __ NNN
__
~~
<:" " ' • .,
,'
-__________
<;":~w~~C~~~~e<::=N
---------------O_M=~~_o_~C~
M<;": ......
-e< _ _
--
....
..... .
~C_~,
::C=~~~O_"'~
,~~
__
~..,...,.~:'N~=,.,COO~OO
"'''' ....
e
C
,
~
._;;--
<;":,.,.~
=> "'..,..". c .... "'..,. c '"
_ M"""''''''''",,,,,,"",,ooe_:;:o
N ~~ ... 0- _~,
...
. - _=
-. , ..
=>
C>==,.,~..,.,.,
~7=O_~~O_
~c:;,
""'<"::: ..
.., ... C": C": ...
-=:::
C> '" " ' • .,..,. 0-:;: '""'''''.~
- -- - - --- - - -
<;:.;:;~, '" <0
_ _ ~,., N
e
---0,,"
,
---------------~
,.::-
C
...
,=-•
:::<~
-",
o
•
C
..... ..,."'.~ C~, "' •.,.., '"'
<:l 0- <;;
~
_.~ N""~~ ""
l"- "" ' "
<.: '=' ," _"0";:;
~~
<.: ... '"'::"> "':;I 0'..,. '"'''' ....
'"' '" ~~"''''''''''''''' 0-., =:;-:
~
-- - - - -- - - - ---------------o:~.,.,..,.
-~, ~-
"'I",., e::: _
z"
~C~
M '" C
-
~~
.... '" '"
,.'"~
'"" "" .... .,. '"
'"';::: ~..,.= OO"~~=
'-" o,"''-"}
c <~
e ", ...
::--
....
•0 .
."
o
--~-
=
.. ~ <.: e 0- N,.,;::: _ •.,,,""",,., _ .,..-:
~.,~, - =:;::: ... .., "''''''''' '" '"
<.: ...
~<~
- - - - - - - - _____ N
__
:l-- -------~--------
"'"~
z
~:iO::
•o. . . =--
"'........ =...
-'-" .
-.,...,...,.<.: .....
N..., '"
,
,
Q
'"
N
MOO '"' e"""""c~,,,,,,,,~
<: .... "l:;l
<"".:;I~, ... c~,
'"'~~'"'NNN_=CC
N;:::
e::: """' .... "' ..... .., "" '" '" .., .., <= =:
'" '" '" "',..,,., <:> '"
to-
'" "'.~ ..~.;. 0-:10'; ...;'"~
~,;::: .... .., ~ <.: '""
0-:';;' ~
<Ii,;
------------------------------<.:
/1
1:)( 5
---.-.-......... ", .... -=
~ .... ~,~"'~,
........
'" '" '" " ' . , ",,,, Q
,,"~I
..
'''''- "' ...
"'''''"'...
'-=~
c
•.;
.. <--
--
~~
"'............, ... '"
_ccc"'''''''
--------
: ; :_
: ;_
" ' ""NN
..... 0 0
_
_""~
..'>_co:;::;::; .......
';;0.-'-
.....
"'--
'"
i"''''::;::; ...
,~-,
0"'''''
'" "' .... I
.....
=
,
=~,
=
=
_4_
~~~
~~
•
e
'''' ......
.,.""
,."' .......
....
'"
. . ~=.
......
__''''''CC
_"""''''o. ..~'''''~'''~''',
"'N .... '" .,._"''''
~J_" ,",,",,-~~e::;
.....
M ..~...,,,,,.,. N '" '" <:" C.,. c:,.,~,~
",<.::.,..,.~.,.M"''''''''~I_''''''__
- - - - ______
---------------.
""'~)"N~I
-c
~,~,
....... ;;<.::<::=<::oe'"
.
,
...,:;==:::; .......
=~
=e
C
=.,."''''== . . ~'''.,.P'''=C.,.~
...... "'==0'=_
.. ;...- "',.,.,."'.,."'01"'
. - .......
.
_c_
....
----_____ N __ N"''''
~.,"'_"'''''''e,.,e=a~'e_
=~'-
'"
::;
_e
~,
''',",~''''_N~_O'''~
";"'-
,.
=~,
.",.,""~
e=~===-C=~"'~"'
::;
e
(
<:: -; '" <.:: :,;:; -.;>,.,
"'.........
. . ,.,"'''''''''''
. . , ..
";::~
----------------
~N
"'=
_c
"'~
... .,.,.,aN_"
.,. ... .,.,.,.,.,.,.,.,.,.,.NOO"',.,O'"
....••••.
.... =",==e=e"'c=QOO=
I
I
_"'=~=c~_g
",-c_
...
_;::~
~,<
=
=
~
.,-'" =0
el~"')
"'~,<=..., =~''''
<=<-"~
<-
~~
<= <-;; ":"
...
0- ... ~,
c~''''''''''''''
~,,;,,:~;=,,:,,"e,,;~o,,;,,;,,::::::.,;
________
:::::_~~_NWN
-~--~-----------
=
.....
c :::... _
e:.: __
c ....
L.~ -
"',.., ""
=
...... C
N
-'~ """~ L.~.,.
,
,"o'=_<~
~,,'" _~
'" "',., "",., =-"""''''
..,<0::0";';';:::";"'''',,"00000
"':-: CI
ON:';.~::;",," ""
~
c "' ...
... '" ;:::0:>_ "' .... C
<-"'~N_M
__
"~
....
L.~ _:"l
M c::,;:-:
0: .... "';::
C~C~CI_ec
~>~
----------------
..... : -
.,. .... CI <> <= '" <> <>:;-, '" C '" '" '" :;-'N
"""' .... "'''' .... '''='''o::eeOOCQ
"~-
~~~
-~~
....
•C
=~
=
<>
.. ~-
~~~
~~~
~-
"
----------~' __ ~NN
_g
~_
"' .... "'="..N"'"_ .... ""N ... "'''''''~I
..... .
,
,
"'NC"'~I"'N~CI.,.="'_CO.,..
"''''
_0
__
_ _ _ _ _ _ _ _ ~ _ _ :;-'NN
...
.,."'~NN~NO,..,O"'CI_OC
~N
<-.,.N_M_OO""<-CQ"''''ClCI
---------------20
_c
l:,
o
'"
= ,
,;:;;-,
-....... :=--1.
--,
"
,
~.,
~,
.....
~
;;";",<,,- - -
'"<-
.,.
'"
o
'"'
o
,
'"" <:":::0 '""
::
':;l0
... _
<!: "'..,..,
'"'
-"''-
~'~"'QO~
"
0
0
0
-'" " "
o
o
e
,,","'C="''-'e
"''='.'''0.... ;:
\:l
'"
""
"'_,",_~,, _ _
'"' '" '"" _
'"' <-1-:-> _ ••
...
----------
0
---~,-:-'''~~,-
0
" • •0 •" ;
e
•
0
0
0
0
0
N N
" 0 e "<-:
<-:<:; 0 N
O'! ", ...
.....
o
=~
z
o
=>'-
0
0
," e0
0
.0
0
M
e e
e
0
_oco
0
0
0
:0
e
0
0
e
0
e
M M '0
c:o; e_ o
'><01
2.1
0
N
e
"e •0
------ --- ,
. "••
• " "',..
.....
-<"
"'= ""
- -- ------ "- -
'0_
<:l .......
0
M
== --- - -"
e
0
0
_0
... c:::::o '" '" '" "' __ .
___ N
e
0
•
-,..
" " ""''''
0 0_
-"'- NN
0
------
e
0
• "e "
0
0
_0 0
'" '"
_____ _
"''''''' .... ''''='
o~'''''''',..,
,..,,,'"'''"'''
'"
'.,
~,~.,
:...,.~'''''''-.
,.,
'"
~,
-
,,_C"> _ _
.". ... _J""
e
,
0
e
e,
0
N
.......
.....
~~=~~=~~~~~~N~=~~~
~-= .~==~~
=~~~c~Z
'"
.~
'"
u ...
.....
~ '-
",~
·e-'
;,._w.:_
"" :::'-=-':
"',~..,.~,
....
'" "."'=..,.
'" '" =.'". . -....
.
..........
.........." ..........
,"' Q
~
~
",,-==-====
'" '"
~<:>~''''Q:-:
:-:-~~"'-==
,",'"
'= = =" '". '"'. '". . . . ~
~ '" . "'''
..........
.......... '" ...............
"'== ... =COC
==O==o==,,=
______
:,:,=~,~~""",O~'
N
~
.... '...,:-:
~,
~_
~,-~
.
~
,
" ,
,,.• ,,
,. •,
>
<
~
"
•
o
,, .
- ::::
_"'_i
.
N=~CO
.... "'==~==~~~CO~
........ W....
~~==~~-~~OO~"'~
-
=<;;~,
,.
~ '_0
•
'-'
"
"'~''''<"I''''''--
"
.,,, . '
""' 0 0.,.
... . . NN
-
,
....
,--,
"
-CO
......
....
'"' '" "'~, --
_~,~~=
,.., ""'
C .......
o
.....-'
...
"or.
Q
<=>
00
::..
_N~~~"'
....
---------
="'Q_N~.,.~"'~=
H
~~.~"""~,,~-~~~=
'" ~ "
.. : .. :..
'" '" " = ~
~
o
0
~ "
~ '"
=~
Q
= '" "
~ ~ ~
"'~"'''~%U~~'''ZQ~'''U~Z~
~~~~~~~~~~~~~~~X~_
~
""
~ ~
"
0 '" '"
'" " "
W~~~~~~~~~ZZZZ~Z"Q
2.2.
I
JUNE 1984 THRU DECEMBER 1984
SUMMARY
OF ELECTRICAL DATA FOR MOBIL POND AT FT. MEADE FLORIDA.
LAST REVISED BY PDP , DATE 09/16/86
-~---------------------------------------------------- ---------
DATE
DC
VOLTS
---------
-------
19-Juo-84
20-Jun-84
21-Juo-84
22-Jun-84
23-Jun-84
24-Jun-84
25-Jun-84
26-3un-84
27-Jun-84
28-Jun-84
29-Jun-84
30-Jun-84
200
180
215
01-Jul-S4
02-Ju]-84
03-Jul-84
04-Jul-S4
05-3ul-84
06-Jul-84
07-Ju]-84
08-Ju]-84
09-Ju]-84
]0-Jul'-84
11-Ju1-84
200
DC
CURRENT
CUM.OP.
HOURS
CUM.
KWHRS
-------
-------
-------
68
56
68
66
9
27
]9]
122
31S
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2449
nla
IlIa
220
65
n/a
nla
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
lila
%
O. S. T.
------37.5
56.3
n/a
n/a
n/a
n/a
n/a
n/a
n/a
79.6
n/a
n/a
nla
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
nla
n/a
n/a
KWHRSI
MOICELL
DURING
MM/YY
---------
------
cum
days
-------
1
2
3
4
5
6
7
8
7862
Jun-84
9
]0
11
]2
]3
14
]5
]6
17
]8
19
20
21
22
23
~
TAIUE. (6):
12-Jul-84
13-Jul-84
, 14-Jul-84
15-Jul-84
16-Jul-84
17-Jul-84
18-Jul-84
19-Jul-84
20-Jul-84
21-Jul-84
22-Jul-84
23-Jul-84
24-Jul-84
25-Jul-84
26-Jul-84
27-3ul-84
28-Jul-84
29-Jul-84
30-Jul-84
31-Jul-84
01-Aug-84
02-Aug-84
03-Aug-84
04-Aug-84
05-Aug-84
06-Aug-84
07-Aug-84
08-Aug-84
09-Aug-84
10-Aug-84
ll-Aug-84
12-Aug-84
13-Aug-84
14-Aug-84
15-Aug-84
16-Aug-84
17-Aug-84
18-Aug-84
19-Aug-84
20-Aug-84
21-Aug-84
22-Aug-84
23-Aug-84
24-Aug-84
25-Aug-84
26-Aug-84
27-Aug-84
28-Aug.84
29-Aug-84
200
230
230
235
230
235
235
240
64
64
64
64
64
65
66
64
440
459
474
496
518
539
562
590
250
240
66
62
650
679
260
64
722
n/a
5747
6105
6389
6772
7128
7490
7884
8338
n/a
. n/a
9294
9737
n/a10458
n/a
n/a
73.3
73.6
73.2
73.8
74.4
74.9
75.5
76.8
n/a
n/a
77.4
78.6
n/a
79.2
-n/a
n/a
n/a
79.3
80.1
n/a
79.8
nla
225
210
66
64
799
827
11590
11947
67
843
12177
nla
12802
nla
nla
215
210
888
66
n/a
nla
210
180
66
68
954
955
13729
13656
nla
nla
nla
nla
nla
nla
nla
80.4
nla
nla
nla
79.5
78.0
nla
nla
nla
nla
nla
77.4
77.7
77.8
nla
75.5
215
212
220
64
64
64
1059
1081
1102
15118
15400
15692
180
65
1105
15627
nla
nla
190
205
190
208
225
65
63.5
65
64.5
65
1129
1150
1167
1179
1200
15892
16143
16314
16160
16779
74.7
74.9
74.8
74.4
74.6
nla
nla
nla
17654
18046
lB412
74.9
75.2
75.4
nla
235
245
245
65
64.5
65
1259
1282
1303
l'f
."
.r "
n/a
8690
Jul-84
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
-r1t13t.£
30-Aug-84
31-Aug-84
Ol-Sep-84
02-50p-84
03-Sep-84
04-50p-84
05-Sep-84
06-50p-84
07-50p-84
OB-Sep-84
09-50p-84
lO-Sep-84
11-Sep-84
12-50p-84
13-50p-84
14-Sep-84
15-50p-84
lS-Sep-84
17-50p-84
18-Sep-84
19-50p-84
20-Sep-84
21-5ep-84
22-Sep-84
23-5ep-84
24-50p-84
25-50p-84
26-50p-84
27-Sep-84
28-Sep-84
29-50p-84
30-5ep-84
01-0ct-84
02-0ct-84
03-0ct-84
04-0ct-84
05-0ct-84
06-0ct-84
07-0ct-84
08-0ct-84
09-Qct-84
10-0ct-84
1l-Oct-84
12-Qct-84
13-0ct-84
14-0ct-84
15-0ct-84
16-0ct-84
17-0ct-84
64.5
64
250
235
iI}
3
18728
19087
n/a
n/a
n/a
1320
1343
n/a
238
235
241
240
270
280
228
65
65
69
70
71
70
68
1422
1442
1463
1486
1512
1536
1560
230
64
1704
210
240
222
70
70
70
1746
1771
1793
155
180
205
69
70
69
1859
1883
1905
250
250
225
235
260
71
69
66
66
66
1975
2002
2023
2040
2064
240
245
250
250
68
68
68
67
67
2122
2145
2167
2191
2213
170
188
199
65
65
67
2229
2251
2271
245
20258
20581
20966
21384
21924
22448
22831
n/a
n/a
n/a
n/a
n/a
n/a
24942
n/a
25562
26008
26364
n/a
n/a
n/a
n/a
27189
27469
27775
n/.
n/a
28913
29405
29720
30000
30445
n/a
n/a
31359
31768
32162
32588
32984
n/a
n/ a
33079
33309
33553
75.3
75.6
n/a
n/a
n/a
n/a
76.0
76.1
76.2
76.4
76.8
77.1
77.4
n/a
n/a
n/a
n/a
n/a
n/a
78.0
n/a
78.2
78.5
78.6
n/a
n/a
n/a
n/a
77.5
77.7
77.8
n/a
n/a
78.4
78.7
78.8
78.7
78.9
n/a
n/a
78.9
79.1
79.2
79.4
79.5
n/a
Aug-84
7126
Sep-84
9439
n/a
78.1
78.2
78.2
lS
"-:-.J-
~,.
.."
,'(
..
7 :1
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
llO
III
112
ll3
114
ll5
ll6
117
llS
119
120
121
-. - - - ,.-"-
"-
rlrllLE lI)
18-0ct-84
19-0ct-84
20-0ct-84
21-0ct-84
22-0ct-84
23-0ct-84
24-0ct-84
25-0ct-84
26-0ct-84
27-0ct-84
28-0ct-84
29-0ct-84
30-0ct-84
31-0ct-84
Ol-Nov-84
02-Nov-84
03-Nov-84
04-Nov-B4
05-Nov-84
06-Nov-84
07-Nov-84
08-Nov-84
09-Nov-84
10-Nov-84
Il-Nov-84
12-Nov-84
13-Nov-84
14-Nov-84
15-Nov-84
16-Nov-84
17-Nov-84
18-Nov-84
19-Nov-84
20-Nov-84
21-Nov-84
22-Nov-84
23-Nov-84
24-Nov-84
25-Nov-84
26-Nov-84
27-Nov-B4
28-Nov-84
29-Nov-84
30-Nov-84
01-Dec-84
02-Dec-84
03-Dec-84
04-D,ec-84
05-Dec-;84
205
215
78
66
2292
2316
210
66
2381
2385
33915
34248
n/a
n/.
35176
35235
n/a
n/a
35279
n/a
·n/a
36180
36216
2388
190
66
2449
2459
n/a.
n/a
2459
2459
190
199
198
68
66
67
2503
2525
2545
220
255
68
69
2638
2658
278
159
67
65
2779
2786
196
65
2811
258
65
2896
259
66
2939
It
n/a
nja
nja
n/a
nja
nja
nja
36246
nja
nja
36246
n/a
36829
37095
37337
nja
n/a
n/a
38713
39111
n/a
n/a
n/a
n/a
41039
40972
n/a
41265
n/a
n/a
n/a
42594
n/a
43318
78.3
78.5
n/a
n/a
78.7
78.3
n/a
n/a
76.5
nja
n/a
76.7
76.5
n/a
nja
n/a
n/a
nja
n/a
n/a
n/a
n/a
71.2
n/a
n/a
69.7
nja
70.0
70.1
70.2
n/a
n/.
n/a
70.9
71.0
n/a
n/a
nja
n/a
71.9
71.7
nja
71.4
nja
n/a
n/a
71. 8
n/a
72.0
8053
Oct-84
5089
Nov-84
10410
Dec-84
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
T.f,/. 7: 1:.1•• ""c./ P./-b /21f!- ,;'/fS
DECEMBER 1984 thru JUNE 1985
SUMMARY OF ELECTRICAL DATA FOR MOBIL POND AT FT. MEADE FLORIDA.
LAST REVISED BY PDP • DATE 09/16186
---------------------------------------------------------------
DATE
---------
06-Dec-84
07-Dec-84
08-Dec-84
09-Dec-84
10-Dec-84
Il-Dec-84
12-Dec-84
13-Dec-84
14-Dec-84
15-Dec-84
16-Dec-84
17-Dec-84
18-Dec-84
19-Dec-84
20-Dec-84
21-Dec-84
22-Dec-84
23-Dec-84
24-Dec-84
25-Dec-84
26-Dec-84
27-Dec-84
28-Dec-84
29-Dec-84
30-Dec-84
31-Dec-84
OI-Jan-85
02-3on-85
03-Jan-85
04-Jan-85
05:-Jan-85
06-Jan-8S
07-Jan-85
OS-Jan-85
09-Jan-85
IO-Jan-85
II-Jan-85
I2-Jan-85
13-Jan-85
14-Jan-:85
I5-Jan-8S
DC
VOLTS
------240
290
DC
CURRENT
CUM.OP.
HOURS
CUM.
KWHRS
-------
-------
-------
68
2957
2976
3047
3068
3093
3114
3137
260
281
278
75
72
72
73
74
281
289
320
309
74
73
74
76
299
291
74
74
3409
3433
255
65
3516
311
320
339
70
70
74
3561
3583
3606
320
70
3678
315
310
71
69
3726
3749
3754
220
53
3813
3832
291
43628
n/a
n/a
45023
45495
45955
46397
46877
nla
nla
48241
48675
49196
49783
50291
n/a
nla
nla
nla
52754
53281
n/a
nla
nla
54821
nla
55801
56332
56981
nla
nla
58556
nla
59625
60122
60228
nla
nla
61013
61406
3206
3226
3250
3273
3293
Z7
%
O.S.T.
------72.1
72 .1
n/a
n/a
72.6
72.6
72.8
72.9
73.0
nla
nla
73.4
73.5
73.6
73.7
73.8
nla
nla
nla
nla
74.4
74.5
nla
nla
nla
74.8
nla
74.9
75.0
75.1
nla
n/s
75.5
n/a
75.7
75.8
75.6
n/s
n/3
KWHRSI
MO/CELL
-------
14187
DURING
MM/YY
------
Dec-84
cum
days
------171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
75.7
206
207
Z08
209
210
75.7
211
.'
180
55
3839
3841
3841
235
239
250
275
275
78
74
65
75
72
3883
3907
3926
3948
3972
290
280
260
275
73
71
63
64
52
4045
4068
4092
4117
4139
238
220
230
225
55
53
55
58
58
4206
4229
4245
4266
4288
09-Feb-85
10-Feb-85
ll-Feb-85
12-Feb-85
13-Feb-85
248
220
61
57
4348
4369
14-Feb-85
222
251
57
64
4411
4432
253
65
4493
240
245
63
66
4535
4557
16-Jan-85
17-Jan-85
18-Jan-85
19-Jan-85
20-3an-85
21-Jao-85
22-3an-85
23-3ao-85
24-3an-85
25-Jao-85
61027
61067
61067
n/a
n/a
61853
62243
62466
62936
63411
.n/a
n/a
64911
65369
65703
66113
66206
n/a
n/a
67239
67404
67420
67595
67783
n/a
n/a
68758
68909
n/a
69448
69754
n/a
n/a
70791
n/a
71434
71764
n/a
n/a
n/a
71464
71702
71871
72000
72072
n/a
n/a
72073
72232
n!a
26-Jan-85
27-Jao-85
28-Jao-85
29-Jan-85
30-Jan-85
31-3an-85
01-Feb-a5
02-Feb-85
225
03-Feb-85
04-Feb-85
05-Feb-85
06-Feb-85
07-Feb-85
DB-reb-aS
15-Feb-85
16-Feb-S5
17-Feb-85
lS-Feb-S5
19-Feb-S5
20-Feb-85
21-Feb-85
22-Feb-85
23-Feb-85
24-Feb-85
25-Feb-85
26-Feb-85
27-Feb-85
28-Feb-85
QI-Mar-8S
Q2-Mar-85
03-Mar-85
04-Mar-85
05-Har-a5
06-Mar-=85
239
150
218
210
210
220
65
70
57
54
56
4557
4575
4597
4618
4633
168
220
55
57
4651
4670
Zr?
75.5
75.1
74.8
n/a
n/a
74.6
74.7
74.7
74.8
74.9
n/a
n/a
75.2
75.3
75.4
75.6
75.6
n/a
n/a
75.9
76.0
75.9
76.0
76.0
n/a
n/a
76.1
76.2
n/a
76.3
76.3
n/a
n/a
76.4
n/ a
76.5
76.6
n/a
!l081
Jan-85
6396
Feb-8S
nla
n/a
75.4
75.4
75.4
75.5
75.4
n/a
n/a
74.8
74.8
n/a
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
07-Mar-85
OB-Mar-85
09-Mar-B5
lO-Mar-85
Il-Mar-85
12-Mar-85
13-Mar-85
14-Mar-85
15-Mar-85
16-Mar-85
17-Mar-85
IB-Mar-85
19-Mar-85
20-Mar-85
21-Mar-85
22-Mar-85
23-Mar-85
24-Mar-85
25-Mar-85
26-Mar-85
27-Mar-85
28-Mar-85
29-Mar-85
30-Mar-85
31-Mar-85
01-Apr-85
02-Apr-85
03-Apr-85
04-Apr-85
05-Apr-8S
06-Apr-85
07-Apr-85
08-Apr-85
09-Apr-85
10-Apr-85
ll-Apr-85
12-Apr-85
13-Apr-85
14-Apr-85
15-Apr-85
16-Apr-85
17-Apr-85
18-Apr-8S
19-Apr-85
20-Apr-85
21-Apr-85
22-Apr-85
23-Apr-85
220
215
57
51
72697
72931
4707
4734
nla
nla
235
58
4784
73655
nla
nla
195
225
55
57
248
57
58
56
57
56
56
4883
4899
4916
4938
4958
"n/a
74743
74908
75086
75372
75618
74.5
74.5
74.5
74.6
74.6 .
nla
nla
nla
nla
n/a
77106
nla
n/a
nla
nla
74.7
n/a
n/a
n/a
nla
73.5
73.6
n/a
nla
n/a
nla
n/a
5055
n/a
nla
55
54
76916
77189
5061
5086
nla
n/a
nla
nla
nla
269
262
258
280
265
271
290
289
58
55
55.5
57
57
51
51
56
n/a
79250
79551
79499
80207
n/a
n/a
81008
81342
81623
n/a
82119
5216
5238
5238
5282
5334
5359
5378
5408
nla
315
321
56
54
nla
nla
73848
73947
nla
155
230
nla
74.9
4809
4823
nla
199
235
240
248
248
74.9
75.0
nla
n/a
83131
83503
5467
5486
nla
nla
24-Apr~B5
25-Apr-85
21
74.5
74.4
nla
nla
nla
73.7
73.7
73.5
73.9
nla
n/a
73.8
73.9
74.0
nla
73.9
nla
nla
74.0
74.0
n/a
n/a
5752
Mar-BS
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
3]]
" ,,', <'.
~-.-,
'
(,
TII~L£ ~ 7
26-Apr-85
27-Apr-85
28-Apr-85
29-Apr-85
30-Apr-85
01-May-85
02-May-85
03-May-85
04-May-85
05-May-85
06-May-85
07-May-85
08-May-85
09-May-85
10-May-8S
ll-May-85
12-May-85
13-May-8S
14-May-8S
lS-May-8S
16-May-85
17-May-85
IS-May-8S
19-May-85
20-May-85
21-May-85
22-May-85
23-May-85
24-May-85
180
270
56
55
5500
5521
338
59
5559
332
328
319
340
53
53.5
56
52
5618
5638
5649
5673
5692
n/a
n/a
n/a
n/a
83510
83813
n/a
84565
-n/.
n/a
85585
85982
86236
86705
87009
it/a
248
290
51
53
248
298
54
55
5696
5710
5723
S727
5743
310
55
5801
,
..
,.
n/a
86957
87170
87377
87354
87633
n/a
n/a
88605
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
72 .5
72.6
n/.
72.6
n/.
n/a
72.7
72.7
72.7
72.7
72.8
n/a
n/a
72.1
72 .1
72.0
71. 9
71.9
n/a
n/a
71. 9
n/a
n/a
n/a
n/.
5730
Apr-8S
7749
May-8S
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
''''~",'-
>n
'.., C,,_l.:Jj.
"~,,,,
,
-,
55!-
T.bf~
'9: E/I!L frit:",/
!?f.
r11l5- 11iU
SEPTEMBER 1985 thru SEPTEMBER 1986
SUMMARY OF ELECTRICAL DATA FOR MOBIL POND AT FT. MEADE FLORIDA.
LAST REVISED BY PDP • DATE 09/16/86
--------------------------------------------------------------DATE
---------
OS-Sep-85
07-Sep-85
09-Sep-85
IO-Sep-85
11-Sep-85
12-Sep-85
13-Sep-85
16-Sep-85
17-Sep-85
18-Sap-85
19-5ep-85
20-Sep-85
23-Sep-85
24-Sep-85
25-Sep-85
26-Sep-85
27-Sep-85
30-Sep-85
01-Oct-85
02-0ct-85
03-0ct-85
04-0ct-85
05-0ct-85
06-0ct-85
07-0ct-85
08-0ct-85
09-Qct-85
10-Oct~85
1l-0ct-85
14-0ct-85
15-Dct-85
16-0ct-85
17-0ct-85
ZI-Oct-85
22-0ct-85
23-0ct-85
14-0ct-85
!8-0ct-85
lO-Oct-a5
1l-oct-85
ll-Nov-85
DC
VOLTS
------85
82
80
80
80
80
80
82
80
81
80
80
86
80
80
80
79
80
80
80
80
80
75
80
80
82
82
80
82
98
90
95
95
89
79
78
79
80
80
80
75
DC
CURRENT
CUM.OP.
HOURS
-------
-------
90
90
89
87
86
88
90
96
91
91
90
90
90
90
89
91
89
91
90
90
90
90
90
92
93
90
91
90
96
90
90
95
100
101
90
91
90
90
90
90
90
5801
5815
5854
5870
5887
5905
5926
5991
6013
6036
6059
6084
6150
6164
6187
6209
6232
6294
6315
6318
6337
6359
6360
6384
6406
6428
6453
6474
6189
6562
6576
6605
6626
6693
6718
6741
6769
6854
6881
6890
6957
31
CUM.
KWHRS
%
O. S. T.
-------
-------
88605
88710
88993
89106
89223
89349
89498
89988
90154
90323
90490
90670
91163
91268
91433
91591
91756
92199
92351
92373
92510
92668
92675
92844
93007
93170
93356
93510
93623
94234
94352
94600
94795
95>114
95615
95778
95977
96585
96780
96844
97312
54.4
54.5
54.6
54.6
54.6
54.7
54.8
55.0
55.1
55.2
55.2
55.4
55.6
55.6
55.7
55.8
55.8
56.0
56.1
56.0
56.1
56.1
56.0
56.1
56.2
56.3
56.4
56.4
56.5
56.7
56.7
56.9
56.9
57.0
57.1
57.2
57.3
57.6
57.6
57.5
56.8
KWHRS/
MO/CELL
-------
DURING
MM/YY
------
2278
Scp-85
2279
Oct-85
CUM.
DAYS
------
444
445
447
448
449
450
451
454
455
456
457
458
461
462
463
464
465
468
469
470
471
472
473
474
475
476
477
478
479
482
483
484
485
489
490
491
492
496
498
499
510
/0
7'ltlStE ttl)
18-Nov-85
19-Nov-8S
21-Nov-85
22-Nov-85
I3-Dee-aS
13-Dec-85
17-Dec-85
I9-Dee-8S
20-Dec-85
30-Dee-8S
31-Dec-B5
OI-3a.n-86
02-Jao-86
08-Jan-86
09-3an-86
13-38n-86
15-Jan-86
16-Jan-86
17-38n-86
21-J8n-86
22-3an-86
24-Jan-86
28-3an-86
13-Feb-86
14-Feb-86
17-Feb-86
18-Feb-86
19-Feb-86
21-Feb-86
25-Feb-86
26-Feb-86
14-Mar-86
01-Ape-86
03-Apr-86
04-Apr-86
09-Apr-86
lO-Apr-86
13-Apr-86
14-Apr-86
28-Apr-86
30-Apr-86
01-May-86
06-May-86
OS-May-86
09-May-86
13-M~y-86
14-May-86
15-M~y""86
IS-May-a6
22-May-86
65
80
71
71
75
67
65
65
65
70
70
70
70
69
70
70
71
70
70
68
70
68
70
55
66
60
60
60
60
62
62
70
72
68
78
79
71
72
70
92
98
98
53
70
70
70
79
80
80
82
105
92
90
88
90
90
92
89
91
92
84
86
84
92
89
90
91
89
90
85
93
91
97
90
85
90
90
90
90
93
95
92
94
68
100
103
90
80
90
91
93
99
90
90
89
93
103
104
100
10 f)
7109
7132
7178
7206
7526
7530
7609
7655
7657
7895
7910
7945
7963
8039
8060
8127
8173
8197
8221
8292
8307
8345
8440
8623
8651
8717
8740
8766
8813
8913
8931
9311
9690
9766
9781
98349
98513
98829
99006
101085
101111
101585
101856
10.1868
103338
103430
103638
103745
104210
104342
104762
105056
105208
105358
105787
105879
106120
106736
107806
107954
108318
108442
108582
108836
109394
109499
111844
114347
114778
114870
9905
115790
9997
10087
10111
10133
10185
10231
10257
10283
10304
10326
10348
10443
116357
117016
n/'
nla
117226
117433
117804
118059
118222
118387
118541
118722
118901
119694
3l
57.3
57.4
57.5
57.6
57.9
57.9
58.1
58.2
58.1
58.9
58.9
59.0
59.0
59.0
59.0
59.1
59.2
59.3
59.4
59.5
59.5
59.5
59.8
59.5
59.6
59.7
59.8
59.9
60.0
60.3
60.3
61. 3
62.0
62.3
62.3
nla
62.5
nla
62.7
62.0
62.0
62.0
61. 9
62.0
62.0
61. 8
61.9
61. 9
62.0
62.0
1495
Nov-as
1725
Dec-8S
1796
Jan-86
1449
Feb-8S
2169
Mar-8S
1510
Apr-a6
517
518
520
521
542
542
546
548
549
559
560
561
562
568
569
573
575
576
577
581
582
584
588
604
605
608
609
610
612
616
617
633
651
653
654
659
660
663
664
678
680
681
686
688
689
693
694
695
696
702
_,.
," ,,' "" .... c,,
,-"
'h-'~"'_·
_
J{
71ieLE is)
27-May-86
29-May-86
3D-Hay-86
02-Jun-86
03-Jun-B6
D4-Jun-86
05-Jun-86
06-Jun-86
11-Jun-86
12-Jun-86
13-Jun-86
19-Jun-86
24-Jun-86
01-Jul-86
02-Jul-86
07-Jul-86
10-Jul-86
ll-Jul-86
13-Jul-86
14-Jul-86
16-Jul-86
17-Jul-86
21-Jul-86
24-Jul-86
28-Jul-86
29-Jul-86
05-Aug-86
1l-Sep-86
91
98
99
80
72
70
71
70
73
90
100
97
105
92
108
!IS
ll3
144
120
120
lOS
!I4
llS
125
130
132
133
102
96
94
98
90
91
92
92
90
93
80
79
0
78
78
78
78
78
77
80
80
80
80
81
81
81
81
84
82
10559
10611
10632
10708
10729
10752
10777
10801
10896
10914
10928
120707
121174
121372
122012
122156
122306
122468
122622
123243
123370
123476
n/a
n/a
n/a
nja
ilia
nja
nja
11476
ll488
11489
11832
12195
127674
127789
127798
n/a
nja
nja
n/a
n/a
131193
134733
62.2
62.4
62.4
62.6
62.6
62.7
62.7
62.8
62.9
62.9
62.9
n/a
2102
May-86
2285
Jun-86
3984
Jul-BS
5163
2911
Aug-BS
Sep-86
nja
n/a
n/a
nja
n/a
n/a
63.4
63.4
63.2
n/a
n/a
n/a
n/a
n/a
63.5
62.4
707
709
710
713
714
715
716
717
722
723
724
730
735
742
743
748
751
752
754
755
757
758
762
765
769
770
777
814
Table 9: Data Supporting Drained Boundaries
Grid
Location
Probe
Elevation
Ground Water
Elevation
Calculated
Head (ft)
Measured
Pore Pressure
------------
------------
CEl
110.6
lQ6.7
-3.9
3.4
CE3
94.4
106.7
12.3
14.3
CE9
101.9
118.9 .
17.0
17.6
CJ8
100.0
120.3
20.3
20.3
TE2
93.5
105.1
11.6
20.2
TB7
100.9
120.3
19.4
16.9
*Note:
------------
------------
------------
*
This probe was not at equilibrium, still falling
74
-
, ,-
,
Fljure 1
"
••
,•
"
,
POMcI
LQYQ"r
,•
'.
-.
\
,,
r
-'
s
.
"r' ,;
~,
.
.
'.'
'/'
,>
,
.
-
.
..,
"
-~,:-""
-.'
.' ....
..-, .
/
~.'
0
"
~"':,~::.'-.!
,;
~ ,"
.... '-
-(
:l
•
I
'-'//--J
,
•
V,
r,-j
;\...-:
,j
/
)
-,
,
(
. ,"
"~-'
~
•,
,-
.;.-.
-'!:'-:
,-,; .~.;:
;'.
0
,
,~
•
•
• "0
,
•
"-.
"
"
"
,...
,
,
I,
,
,
,
,\. .
,
,
',:-
-
I
•
"
;
",
·
.'
1•
,
..... -
~
,
I
,•
.
~-
\
.
•
I
I
,
,
, ..
i
I
"
'f\:'i
l.~
It:
I I
,
\
,.... .
,
~
,-
,
.:
• A,
I
,
'-
!
I
'<
,
V .,
I ..
,
,,
,
,
l
,
o.
--
j
II
..
':t
•
"
,
,
:.?
- -' --.• -
'
,I ~"
·Lv
0
•
A,"
I
\ --
("~
~"'
\...~-,
•
(
-
_:0
~-
.
0
I A~ '.
_~.
,
F-
~
0
:DISTA'>l'-E...
ANODE...
~
•
1
I
AS
"
,1
1
I
I•
!
i
'"'
I
,
,
i
I
,~..... 'O
•I
!
!
:
:,
OJ)
A2..
13
~
C-'
I
A3
J3
-
C-J
I
A4
I
AS
160
Co, ,
M
,liO
A3
Pry
AS'
M
c- 2.
, 1\7
\ lj D
A7
23
(-,-
, A'8
160
Az
20
,sHowItJ G
71,."
<3'/25'/85)
DRI6LNAL
MOBLL
..
L
h)
\3 ./
17
19
Fir~ t, O"~ina(
ELEC,TRO!JE..
rEsr PoNlJ •
"
3 .,
11.0
, 5"0
(£-/9':?4
,~,'
-
\:r(q)
\ 2.0
IJJ
,
,
4'C
A2
Lf)CPJYl..Of'J 5
,
A1J 0 :::, "-
I
-----z])i?I+W LtJG
.
~.
c.-'
\.-J
1,
:.c-'!
I
Prl
:J
G
,,~,
1
or •
<:-1 , AI
\..
!,
..
.!
I .. ..-----:y " I '-'. ~"...---.....-----r
i
IS'
J:
\
"'\
!,
14-5
(-L
,
!
r_tJJ
~
'"
\
,,i
'-'
(H)
f-
,•
1
<uS) \
•
0"<13
'
,
J:
h
I;
I I
•
""
I I
I«-,
.
1
'-
E l!O c. TI(Ot>E(S )
,
"'\1'1 I",
I
,
,_.0
(-2-
1
'/r-f••
. _:..
.
,
.--
,-0,
~, .. ~"
,tJ
,
•
A,s
I
.
,-:>,
__ '-~' • .
1>"
.A]
V,-:,"
,
j',
<,
- _0 ___ ,-
.
_:.,
.,
-I
<-I
--- ,- .:--:-., J/
!
""
I•
•
..,.
,,
,
I \
r.IlT
C-I
,
3
AIj
I.Mn ~
AI
~".
/'
,
'
,
5
y
r-.'
,
.'.1\
,
'
1
Cell Lqruf-
A-rTACH MENT~~,'
jv1EA-S()RE/VIENT5
"
CPr"THOf:)f!.
~'" oR/~! "'It I-
blMEN S%flN,s •
FLOAT
FLo~T
20"
c
T
.
~O"
20
FLQI<-T
'f
'1
I
: 1/",= I
-.'
-
,,".
.,~
"
".- ,....
.. -.- -.-- .-_...... ... _....------.... -.-... " ' - - ._," -. '._-,-, .. -." ~---'-;',. - " - " . '
,-,.~
-_
-.--
.'- ..
-' ' , .
"
- - --:'-'
'r
'<;;
-
•
:
'-'.~"'"-.--
nviro-Chem C::ol
lJP'
:~:,' /~81
NOBLL )
MO ,
.
c..
- .I .
----+-.------r--
- ri:
.~.
-
-
-
•
F
,
(10)
.,
~~
-.. i
-..
:
i .
~.
-- ... .JIb T...£ .5:.( I~ .- _.f}-".LJdc..._i;... - c.P.l.~dL._. c/.J ... .f~Y' ~t...: ._C!..AL _. f"l:Ie~~"').Pd ..
I
"1
C.~L~
/-rvr".._
•
.r::.....
- -. - --- -.. -...-.-=-_c.~~,jL/I,.--4-/~_~I"".Jt..liL-. ___ .. _.. _ .... _________ ....___ ._
.. ... . .....{2-) . ..Ana.dL..._dwrnd~ --_ 3'~ .(J(u/;'{ J'CW>'l .PQd:::... .
" .....
- _.- _.- -- .(3) - .- Ty fdc.r.1_ - r ~1b.illi:.. ___ ]:;Im ~n.r..;ar..:.._ .:::(Il_Q.... .!-S"{o.(....":>-! _ /..... F:J "'--"-'-0';
"'1"' 't't
(Lf)
7jp;uJ Ct .. ;l~<2d.e.r....~ 1,"-/0.'; '1f.. ,,"yc!-L,o,-.
I
.(5) .. Itncdt!. _k.l1YJ4..:,. _ .!"'vt..L ..!),ot.J.;, /"}.I1:...
fa..-14hii:-IlIS /-,., 7-r!~1.
.J
.~_
I/rEki
.
>
-sCAr-HODE...
£" -r€;J <r.-.,J
PZPES, CopP£i(,
'I
\
1
(O.:b"".D lXS. I- NG-
Extendoh P"pe.s
1/ (
~---
MONSANTO ENVIRO-CHEM SYSTEMS. INC.
vtonsanto
Corporu. Square Office Pfrk • Box 14541
St. louis. Mi.ssouri 63178. Pho"" (3141 894-1000
:.:n:..:v;.:i.:.r-=o_-_C=-:..h:.;e=-m=_ll:lfC~:-::.:"iL?_"'tl>_"'_'--_-_-_+.L: ;;;;,: A/fi,fon /f1:; 5..:.;;:,. =:::::::::::::::::::::::::::=----L_'-'-~_c,_
-:;.
- - / !L1IL-TU8ES OR PZPL,.
_,_ P-X'T{!;NSLON_"'/ LfrJICk1JISu,,; t:CT
_ ,_ ,J 5:.'t.dI'l6}-.-S.ee ~
-.--- - . _ . - _..
- - - ----- ..--
,__ -f,-~'cp_SSjO])~/ UJM/stl.._
_,_,_1' __ (_:3.~_ _ LONG~ _
___
~:~~~~
_
,
i
_ _ ''' __ , _W:DJ& NUT _ _ _
-
- 'J"ftCKWUbt:.])
(5E-E-
p-2. )
._.
--,,---_._--_._--- ---------'-
-='-"'-'-'-U~rl-+j
I 'I p.I.P;....._~
7H-RE»-D5 1=oR.
ExTENSZO,.}
H~"£-
// 7"'6" _____ _
, Iit-Rods--" " '"
,"'! rD 50' ])e<J' ';'1'10_
P~-f
~
,I
I
I
,_+:~----~,'sTOPeR. _WELDelJ
__ :IH<-"Sui31!. 01.1>
__ "
,frr.,. __
,0
,., __
_. - - - - - -----,-,-----
-------I
- -...:.I~--++,~
- -- -
- - ....-
----\--
i
... _--
,
-. _.. _-_. -- - ---. - ----+i
- . -----
---
--~----'-
" ,- - - - - ¥ - - - I
i
i /
//1/
,
-/
"
"
-
---_.
--
-
" , I!
I
'«'" /b',
"
"
,
•
-'J
!
/
/-j, F'
-
(-:4',,1) S L 'u_ FU
('/l" ) ,
./
.-t- .
'- _ .. -.
.. _BOLT, tJOJ r=,]) _ PIS
i
'1///,.
:
-
,I ,
---~--
__BIIITS5,
/'
.,
1
,.... (REV. 1182)
--'
____ ,,_ - '_",,__ , 1/ ________ ".,
,
-,-"-
---
;,'./
, ,/
,
.. "
-
,
-"-"--'---
"
,-
-
--
-roJ_
,
'~
~
,=:: _" ,J:
t.- . ... ! ,,' >I=-=r=::::'" ':::l:,::: :c::::I';: "
. - :-:/" . - . . .
r-- .-f- - .•
~--.;;.
-
I,
I
:.:: I:::: ' _.. '" -:. :';,:
:; . ~T- _:. :-- _.
t, 1::-.
>
1
.... I
.
'0'- 1
,
,
1
,
,I
"
,.
'I
--- <...
• • -....
.
'~ ',
t
,<
'~
•
,t
T
F--="..... "','__ .1, _... -.-'
- ... ~ ,..
_ .. ..:_ .. ~ . Q...; ;
-- ~ . .
~
,
!
"
0 ;'
ri ,
.:..::" , , .
!•
i;-
I
I
r-.
-1 -
I';
:0:-
I
I
I,
~
r
i j.
I
II
,
..
-:----~
!~
1
.. .
~ '
----:-~
J:I I
~ I
"
.1 •.
I :i '
1
I'
..
r
:.~
..
.,•.
.-:-,
'
~
': ~.!,
. i.:',
.' ."
I'
I.
1
,,-
I
I
'
.
.
"
'" .. ' ".::i;',:;, '~'
"
"
.
-• • -• ....................•............
~
'" ,
DUD
t.
~
,- ,,
- ,'
, ~- .~
, ..
..
•
o
_-:__--~.I--- F~,,"'c.
r; c.~ . . t,../-N,,.f.~ P• ."d, P"f.-/...
~ _:
,,~_.
- -..
I
,
·'
, :c.::"·ol·
"
-.
--=;c.
,
' ~::'..~;::;:;~.-'
.,--,--. .... - .
.....:.... ~i .
.
,
I
1
,
-1 - !.
I.
"
="
.. I
--::~ '-I
,
I
:!''-' ~':
~ -
, ";.
,
•• .J
" :.
:
..
. '-t......
...
r .~
.. «:'
.,
,,"
:=;:j
, '.
I
. !
\.;
:: 4
---
!~
I'
I .-
... z,
".
.~
I
"'. . j;:,
..
·, -
~
.1
i
.'.
-:;.
-.'. : ':'j •.
'. ','
.~."
I
., ..
I
I
!
,
1
-'-'
I
_... ,,
,.
'1
1."
,
. • .: I
--<.
l .
"i'
• ..
I,
,
.J
0'-
...... :
I
.I
I'
~
- ,,.
' 0
.,
.
. .
1"-·
I. i '
-C .. -.' '-'.:··I:·! ,.:. t:
:1
0
'
\
,
~:
·1
,
I
,,'
:·:~i
"I
:
------:~;';'.
-.
_.'. ",-
,:~:::.~'.. ',.
..',- . - ,
·
--~
":"'1; ,-: .. : -,.:. \
1-: ~1'_;1 0 :... :.1-!- _. ~' ' I .':.:- '" :;- ...... -.~~ .," ",I·" !.,
" :1·.:: . ... .::.. - ~
:._ •
.!~ ..: __ .:: ~ . :_~..:
C'I
•
.- ~
- ::1~' - ':: ::~ - ' :
'-
.= ~ ...~ : =F"·:·
: .'1" ' .:. 0: I 1>- ' 1' ". II·· ;; 1 '1'·· ~ . ,,::.-~
:=-.'"2: ' ..
•.-- ":-:::·1·:'. .:':': -- --:: : 1"j t:..
..:t-: ..
=,: .
- ~ _~
:r.·-
~.
-.
-
,-
.
-i ~
..
a
.:~
., ,,,C.
- -=--1
II'
.'
·_::··:···_I ~
...,_...-__ ,-·1'-.. .. --I
III
~
...
-,:
",
~
F~=·:~~~~C·~:~~'~~'-~'t~~:=~4:_~.~~~~.~~~~~+::~~~~l~'-~'-'~I.:-~~'I-':~~'~·~.:=j"~.:~:~.~~.-~~-:'.~.:~:.~':~::~':l~::~.\41!-.7:-r-:-,,:-,~
:.=!~
.::00";;' ·.'1 .::,"-- .. _:c: .... :0: I.,:'. '':: I '. I .. ·. ... ~ ... ;: , ,:: . ;·1'
,.::: :~!
,.
.:-:
. ...
.: . " -"_.!
- "- _:j
'1"
'.
·.,..
I
..,
i.
i
-1' :.-.-
.....
". :.....
'"
' , ..
. ::::- L •••: ..,
....
I
,
'..-1
~.:-:.: "'··:· 1·
".
. ;,;.
I
- - ..--
,"
,
.
I
I
.
,
,
I
..... ,,
_. ::
, ..
I
,
0
.
..
,
<
I ;:'I
~
4g>
~
~
•
('l'
,)
.
..
0
,
~i', -::-::-'-----'-- F~w<.
r:
0,0""
T<, f- 50 ..,,·/,
f,. t.-/~
- ____ ,._,._ - ". ;
J~·:=
. c~cT--+;--~I--~~I ~--~i------~-· ~
~--.
"'
·1T1 :
'" .
'.iL
....
i· '
-~~
,
. ·1 ~
0-
-
-I'::: ;~'
I'
i ..
:1
1~
I'
1
--.
I
"
I
I
--!
'~
I
:i
I~
r.=7.
.,~,----T---~--~'
,--~~--~--~---' I
1
'~ '"
....
. . -.:J I ';
,
r
....... . .....,
-~
i
,
I
I
, " --"_.1, ~
~
-:" :."
.,
"',
.
.. '
'+1
• • .. ...... ..
" ...-. , ,,. ~
Q"OU
• • ~,
. " . ~,
•. • • ,
!,..~
•
•
~---------~----------------------------------------
~
('.~J ) r01.LIlIol,.
~~----:-----l'-----:i------i------.,--__~__---,Ii---_____ - - -
•
fi;. .
I-
,~~,-:.=-··_~.:,i~,-_..,..{_-, F~w'
/0 , C•• f~/- S.ufA
I
;·-··1
:I
: -1
-'.
-- --,
: :.. :--.
1',--:- .: I 'H: _.... 1 ~
,
:.. /~. !.: _or'
illi .; :
....,
I
--' ~
:"
,
I
I
__I ~
- I"
1--" -....;:...
. :-, . .... . ,
. .. .
. ..
_ \..' !
" .
I.
f ... f";.
... . . . . J, :.
I
I-
. .. , .. ,. :::- -t::.
==~...~ !.:. ~:-_-.-:~- '~::::;':-..
0<."",
-.. !Il
- 1:<
--;
:.
--·1 .
i
I'
N
,i
.;
,;-
~1
--:a
..,
I
I
,.
I::- ~
0
:
,
.,
\~
I
.
!,.
-'1 .
"': 1
r·-I -'.:"
-:'..:
. . • •. : .• _ .. ,
-'. ~ . :~<.=-:. ~
·· . II~I
.' ."
, .: cil .
.
. i .. ."'"1
•
--· ~
..
-"
1. __ " ,
_. ,- I '
II __ .:..-:.::. ..:...-...... :: ._ • .. ::;:::~ ~l:.-: _:- i.::. -1"::
", .
-.
- -.. -.- ---.:-::
... .• _ _._
i
~
,,
"
\
~
'•,. .
j.
.~
.
--, ~-
1
--\..
L _ ,~
I
I ~
1 "
1
Q ,
, •... 0;:
__I
,,
:::
."
1
.-
..!
,.
-T '
1.. . .
.
I
-. !
•
0
~
~
;~ :.~-~ "
'. ' '.
,-,0" .
.:': ..
-
.. - .. ..
. ~-.-
.' ~ ' .
:{'i~'
~ "':::.
/
..' ..
..._. :! -/.
-I····.-.-· ::
-::~ :c:_. .-:=:::-~.::~=.:r.::,.::.
11.. I ·,:
.-.--_ .. - _._.
- ..~ I ... . .
."':: t:..
'io'I
I ·::'i':··
..•.•::.:::=:;...0'--'>'.
--::.-"=:
:-, _.
-----:-::"
- - .••. -1- ........ -• ' ---"'" ••..••
- _ .. . - .
•
. ', .-- 1
."
,.
I
,
.I"
..
...,--:
', '
-
..
so
.
. - I ;: .-:: - ,
,.
,
. ...
,~
/
'
".
".
' ., ...
. __ ._ . . r!:
. " '. '-" 1
........,......
Ii
\1oJ"~'W6."""
•
.- .. ... , ..
~
,.
nviro-Chem
DATI
"'II'"
Icsr
-.
'''''''
HI
M f31L
M'N
Wr..J<A Lw-J 10
==
Ju"'f
13 · M . E.L.. (~,,)
J2'f.Ol.~J
Fcyvr' II, T.sf- PO".! brd Loe. .. I,,,,,$
b
; I:,
.'
-
,-
C.
.
.r
~ ~-
,
••
-
,
~- .
, , ,,
.
- 1-
,
. ...
,
,
.
_.
..
,
.
J.
-
--,
-
-....
~
".
,~
,
1,,-:, '.
'"~ V.;c-"
'-'-
..
,
c
....
,
< ..
/
B
L
,
.
._- - --.-F
..
,;~
r--
i
:/
I
'u '
~
.'.
•
•
A,,,
~:,
A,.•
'. ",
.,
' .
,
--
..
1'- 1;:" 4-
~"
'- . _.. ..
1-·
,
I
\
\
.
.. '.
..
•
- ... • ,.
.j
?'if1
.' .
,
" /i
..
,.~
-:': -:-;.:
.
1\
J
'
c,
,
I~
:
I •\
. ------' .' r~:'=:
. ..
k .. " -
/\'
~
\.
•
r"r '
,
,
'
,
I)
,
',
~':~-:;"
,
,
,
A,
•
C.i
'~.-. ,
.
.
<
..,.;--,
"
~,
,
0 J/-
,
,
S
\. ,
,
~I
••
.
\
'- . ."
~
I
..
>
A5
,
wjl-.!
'
,
.
.
•
~
,
,
•
-".~
U
.~' "
'.'
-:='"
::r ,
:;..
. _.' .
•
. .- __
.. .
.
- - - - - .. ..... _.... _.. _._._- -- - -.-_.
.- .-.. - - •.. - -- - .__..
- - - - . - .- .•.. _.- _ ._._---_._--- - ...
... .• -.. -- - -.---
.-
...
- ._._ ._._,4 '''I!V. 111'21 . .
I
-
_._-_
.. .... -
._- .- - - --_._-- _._.- - - -- -- - - -. -.-. - .- - .
. .. - _. .... _.. _.. . - . , -
.. -
•..
-
'
-
.
_ _
SI.
• IUIJ.:>OIl LU
nVlro- Ch em
it 5"
121,'(.
,
J)
,,
694-1000
... ,'-'!ol:l L
~.:.:
.
-
I
L6,.fr.1 P.~J 6~",j L.c..f/,,,s
F~ur~ IZ :
C.
C J t ~1
~
--
'"I
'''on.
, ......
.U'
- '.-_ ..
,,, ------,
Lc-vJTO S" ""'f --
/J,M , Eo£,.
• ......-
1S3178 •
,- - jMf.N ;
1
'
;ic:.. "I
;.J..:/",
Loul~. ,1,1 ..:.0,,..
0
G
~
E.
,,,
!
--+-:..::,:
;
,
,
-..!~-
"
Iv I L
,
;
~u:
.'
,,:.
'\
, ~:, ,
,
.
I: '
i
.,..j,
.
,
~ ."
;.: ",.-- . .
-"
i •\.
"
•
NOltr w
,
1
,.,
I., <"
I
,
,
,
,
/' "~
,
,
.-
'
(:,\:.
-
-~
,
\",
.
"\
... ~
"'-..
,
..
..
",,.,'
. ..
,~-.
"
,
;
..
..
..
'
...-
.,
,
,
,
I,
,!, ,3
.
.
",
.,="
',--
,
"
" I -,if
'V
.;:'
.
"
'~"
-- ,
•
,
.
•
J.,
,
/'", :
-
~,
.
'I
5
,
.
,
,
"
f
"
~
F.
,
)
VJ
).
.
It..
//~. s
\
.
~
',I
I
,1
. -;/
,
t3
-
-.
.
~- '~ '
Co.
•
~
,0
,
~
-='
,,,,,
l~,
,
' " -\)I .r
,
-
"
,
sz.
"ltv. 1/.2)
-'-:
I~~
I
,
~
,
",
"
.
,
:4
,
I
SOUTH
I
i
•
~j
,
1
,1; ...
c
.',.;
f.',
,
,
;
1
,
"
..
:
,
'\i
,
"
..
,I
, :...
,
:
-,
,
;~
.-
~
I
~-
,
,
;
.
J"
L
-- ",
,
,
•
,
;,
Jo -L--------~--
____
~
_________L______
~
POREWATER PRESSURE PROFILES AT
INSTRUMENTED STATIONS
5"3.
Kit: I"UU
. FIGURE 3
POR(UAH:!! PRESSURE
SOU::Olt:C AT
11ONS';:ITO/[CQPAC
TEST Fill
25%
MOBIL - OVERALL
CONSOLIDATION
--
( Revised 8/5/86)
/-
/
/_-1
24%
/
23%
/
22%
/
'-\ .,/
.'
I
//
- ht 21%
Welg
Percent
Solids 20%
--- Test Pond
19%
Control
Pond
18%
17%
(
16%+-~--~--r--+--~--~-+~
o 100 200 300 400 500 600 700 800
Days Since Startup