a880-21 18

OIL WATER AT END OF YEAR 146.62 2126024.

NOW WATER AT START OF YEAR 1.60 23232.

NOW WATER AT END OF YEAR 2.29 33266.• . ' . . . : • - • . • •:-V.

.NNUAL WATER BUDGET BALANCE 0.00 0. 0.00

:#******#****#***#**##JM:****

MONTHLY MEAN TEMPERATURES, DEGREES FAHRENHEIT

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JDN/DEC

26.03 27.70 35.02 46.02 57.75 67.0771.49 69.81 62.49 51.50 39.77 30.44

-W.

:M<******************JM:***##**

ANNUAL TOTALS FOR 85

(INCHES) (CU. FT.) PERCENT

PRECIPITATION 50.22 728190. 100.00

RUNOFF 0.519 7527. 1.03

EVAPOTRANSPIRATION 23.418 339561. 46.63. , : ' y • i

PERCOLATION FROM BASE OF COVER 1.6132 23391. 3.21

PERCOLATION FROM BASE OF LANDFILL. 1.5948 . . 23124. 3.18

DRAINAGE FROM BASE OF COVER 24.226 351271. . 48.24

DRAINAGE FROM BASE OF LANDFILL 0.000 0. 0.00

SOIL WATER AT START OF YEAR 146.62 2126024.

SOIL WATER AT END OF YEAR 148.72 2156410.

SNOW WATER AT START OF YEAR 2.29 33266.

SNOW WATER AT END OF YEAR 0.66 9588.A880-21 18

ANNUAL WATER BUDGET BALANCE 0.00 -1. 0.00

*******************************************************

MONTHLY MEAN TEMPERATURES, DEGREES FAHRENHEIT

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC

28.31 30.41 37.72 48.28 59.27 67.7471.42 69.32 62.01 51.45 40.46 31.99

:********************************************************************

ANNUAL TOTALS FOR 86_____.._____..________...________ _»_____ __..______..__..___.(INCHES) (CU. FT.) PERCENT

41.81 606245. 100.00

RUNOFF 0.227 3285. 0.54

EVAPOTRANSPIRATION 21.932 318017. 52,46

PERCOLATION FROM BASE OF COVER " 1.5658 22705. 3.75

PERCOLATION FROM BASE OF LANDFILL 1.5794 22902. 3.76

DRAINAGE FROM BASE OF COVER .19.470 282312. 46.57

DRAINAGE FROM BASE OF LANDFILL 0.000 ' 0. 0.00



SNOW WATER AT START OF YEAR 0.66 9588

SNOW WATER AT END OF YEAR 1.01 14681.

ANNUAL WATER BUDGET BALANCE 0.00 1. 0.00

leaf *****************************************************************

H"

MONTHLY-MEAN TEMPERATURES, DEGREES FAHRENHEIT

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DKC————— ——-—— ————— ————— ————— —————23.49 30.32 38.33 49.13 60.19 63.6172.12 69.79 62.24 51.49 40.42 32.01

ANNUAL TOTALS FOR 37

(INCHES) (CO.. FT.) PERCENT

PRECIPITATION ' 46.19 669755. 100.00

RUNOFF 0.082 1183. 0.13

EVAPOTRANSPIRATION 27.324 396193. 59.15.

PERCOLATION FROM BASS OF COVER 1.5240 22097. 3.30

PERCOLATION FROM BASE OF LANDFILL 1.5297 22181. 3.31

DRAINAGE FROM BASE OF COVER 17.659 256057. 33.23




SNOW WATER AT START OF YEAR 1.01 14681.

SNOW WATER AT END OF YEAR 1.06 15402.

ANNUAL WATER BUDGET BALANCE 0.00 -1. 0.00

I 88002120I

:********************************************************************

A fiAGE MONTHLY TOTALS FOR 83 THROUGH 87

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC

ECIPITATION (INCHES) 1.82 1.88 3.33 3.98 5.33 3.875.63 4.73 2.63 3.16 5.14 3.66

INOFF (INCHES) 0.000 0,000 0.012 0.000 0.059 0.0000.037 0.000 0.016 0.041 0.000 0.000

fAPOTRANSPIRATION ' 0.602 0.974 1.805 2.483 3.554 3.077(INCHES) 3.698 3.075 1.806 1.689 1.052 0.599

JRCOLATION FROM BASE 0.0962 0.0588 0.1279 0.1498 0.1367 0.1270f COVER (INCHES) 0.1353 0.1273 0.1161 0.1239 0.1397 0.1507

SRCOLATION FROM BASE 0.1043 0.0717 0.0976 0.1490 0.1410 0.1294r LANDFILL (INCHES) 0.1341 0.1295 0.1179 0.1231 0.1317 0.1521

IAINAGE FROM BASE OF 0.733 0.085 1.967 2.918 1.933 1.476)VER (INCHES) 1.844 1.271 0.873 1.164 1.899 2.561

iAINAGE FROM BASE OF 0.000 0.000 0.000 0.000 0.000 0.000INDFILL (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000

|c********************************************************************

*********************************************************************

I AVERAGE ANNUAL TOTALS FOR 83 THROUGH 87*

PRECIPITATION 45.19 855197. 100.00

RUNOFF 0.165 2399. 0.37

EVAPOTRANSPIRATION 24.413 353989. 54.03

PERCOLATION FROM BASE OF COVER 1.4894 21596. 3.30

PERCOLATION FROM BASS OF LANDFILL 1.4313 21479. 3.23

DRAINAGE FROM BASE OF COVER 18.724 271498. 41.44


*************:Mc*****:Mt*#**

PEAK DAILY VALUES FOR 83 THROUGH 87

(INCHES) (CU. FT.)

PRECIPITATION 3.32 48140.0

RUNOFF 0.297 4311.7

PERCOLATION FROM BASK OF COVER 0.0113 183.7CNJPERCOLATION FROM BASS OF LANDFILL 0.0073 105.8

DRAINAGE FROM BASE 07 COVER 0.248 3587.2

DRAINAGS FROM BASS 07 LANDFILL 0.000 0.0 §

HEAD ON BASS 07 COVER 24.3

HEAD OH BASS 07 LANDFILL 0.0

SNOWWATER 5.08 73712.0

MAXIMUM VEG. SOIL WATSB (VOL/VOL) 0.2304

MINIMUM VSG. SOIL WATER (VOL/VOL) 0.0750

*********#*************#*

APPENDIX E

GEOTECHNICAL CALCULATIONS

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3,3

t <f w • ' TABU 3. Summary

Concrete sand

of test results l-in**> af noTC TOn. Wtf*l Of&fyt

Silica sand

Loose Dense

cen geotextile

mm

m"

mi m

mc

) m) m3 m

mmc

igeotextile-11 p

V-15 p

V0 p

VX> p

PX pX p

V

;e pV

tonealon reinforcedalon plain

*;<£f)36'1

3534_33_3534______ .__—

34 (0.93)

29322933293129—

• —————

29 (0.76)32 (0.86)

_24(0.61)—

*;(<?,) *;(<?')36» 44"

% \

— 44_ 44_ _— 41_ —- 42- 43_ _- 33- 39— 41- 37- 41- 42- 40- 39- 41 (0.90)

— —— _- 31_ _— —— . _— —- 31- 30_ " —_ . __ —— —- 31 (0.62)— —

- 28 (0.55)22(0.56) 25(0.43)

— • —

*4(£r>36«1

3534_33_3534_363336333533 '3636

35 (0.96)

—_—————2726————

26 (0.67)—

26 (0.70)22 (0.55)—

Loose*;(£r)33«1 .

——____33___—_____—

33 (1.0)

—_——__————__—_—

_——

*:(5)33*s

—33d33w36d32w_.34d33w_ |^_—___—

34 (l.OXl/w

—_———_———31d32w32d31w

32 (0.96)d/w—

_29d (0.85)»33w (1.0)*

Clay #1MH-CH

*;(£,>25»

s__

'20%-''^ T___——

_"" "_

(22w .

*"20w )^ ^20 (0.78)

——_—__—

< *17w~><"H?w_—

17 (0.65)—

_——

*:(£,)18'

s

17w______—

-> 16w_ •__

? 15w_16w—

16 (0.33)

—_———_——

) 16w) 15w—_—

16 (0.38)—

_——

Clay n

CL

*,(5) *;(£f)34* 32«

s s

— __ __ _— __ —— —_ _

.*->—— —C28w 28w

;"' __ __ _ . _

([_28w, 27w_J" _

/ 28w > 27w-zZ" —

28 (0.79) 27 (0.32)

— —— —— —— —— —_ —— —-r, ... _ —

C 22st 22w( 6wJ)' 25w

— . " —— —— —

24 (0.66) 23 (0.65)— —

_ —— —— —

a: m «• machine direction, for needle-punched nonwoven geotextile; e » cross direction, for needle-punched nonwoven geotextile; p « direction of weftd to weft), for wovea geotextile; v » direction of waip (vertical to weft), for woven geotextile;! * resulu from large shear box; i » results from smallox; d <• dry conditions sa small shear box; w - submerged ("wet") condition] in small shear box; • » under prolonged venkal load (held for 24 h) beforeg.

d in IHg. 6 for various normal stresses. No peak devel- 1 mm displacement and for clay #2 after approximatelyfor the low normal stress levels of 3 and 16 kPa; 2.5 mm displacement. Thus, failure was generally obtained inver, with increasing normal stress, peak strength behav- less than 10 min. This may indicate that the tests were not fullybecame increasingly distinct. Maximum shear strength drained, even though drained conditions were anticipated after~ were reached at displacements of less than 2.0 mm. the rate of shear was selected on the basis of the measured ratejure 7 shows typical load—deformation curves for the two of consolidation. On the other hand, zero cohesion interceptssoils in contact with the woven geotextile P-600X. The from these tests (see Fig. 8) are indicative of drained shearing.plastic clay (clay #1) shows a distinct peak, whereas for Typical failure envelopes are shown for various soil-geo-ow plastic day (clay #2). no peak was indicated. Max!- synthetic combinations in Fig. 8. The highest friction angles: shear strength was reached for clay *1 after less than were obtained for concrete sand in contact with nonwoven geo-

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I S K• -S -is ;: l iP-v-V; Kt'' :WS-J I ^ SS ^ ryv .--• — >-ii--r.»--.--;-j;t,'.5i Summary oT results from previous research * •' IS lKa'os

Fine sand.. 0.1— 0.2mm, Fuel ash.

Ceosynthetic j>'t •Nonwoven

43* *; » 44»

Heat-bonded ft 40* 36*(£,) (0.91) (0.75)

Needle-punched «i 42* 38*(£J> (0.97) (0.81)

WovenHeavy-weight & 42* 40°

(Et) (0.90) (0.87)Light weight &

(5)Polished stec! &

(£?)

—

" ^^

(fc) Mantn e? e/.

«&'•" -. '-"ix:.-— 'Soil

Coarse sand.0.2— 1.0mm,

' • *r " 45*

39*(0.81)44*(0.96)

40*(0.84)

: —

^

(1984)

SoilConcrete sand, Ottawa sand.

GeosyntheticGcomcmbrancsEPDM

PVC (rough),Jk-/(smooth)

CSPE

HDPE

Geotextiles *~

*

4tp(£r)P

(£?)p(£?)

(£?)CZ 600, nonwoven needle-punched polypropylene 4>'s

(£>)Typar 3401, nonwoven heat-set polypropylene 4>i

(5)Polyfilter X, woven roonofilo polypropylene $ j

500 X, woven slit-film polypropylene(£i)

A

J « 30* j>; m 28*

24* 20*(0.80) (0.71)27* -(0.90)25* —(0.83)25* 21*(0.83) (0.75)18* 18*(0.60) (0.64)

30* 26*(1.00) (0.93)26* -(0.87)26* -(0.87)24* 24*(0.80) (0.86)

•:; -..•\T:i?;r--s.\r.vIi>S: •'•'&&:-- •

LeightonBuzzard sand,0.85-60 mm.*P » 38*

34*(0.86)35.5'(0.91)

38'(1.0)32*(0.80)29.(0.71)

Mica schist,«*; « 26*

24*(0.92)25*(0.96)

(0.81)23*(0.88)17*(0.65)

25*(0.96)

_

23*(0.88)

• ' " •'.-.*""' V\ *"***. • •

Avg.£1

(0.86)

(0.95)

(0.90)

(0.80)(0.71)

Avg. Et

•(0.81)

(0.93)

(0.82)

(0.82)

•(0.63)

-(0.92) ^

' . . . • *~(0.87) ~~*

CSJ(0.87) O >

O(0.86) 03 .

jeomembrane surface, thus increasing the shearing resis- lively large differential movement must be expected to occure at the sand-geomembrane interface. along most soil-geosynthetic interfaces in side slopes. It isisplacements to failure varied between 4.0 and 1.0 mm. therefore essential that the ultimate friction values be usedhighest values were found for sands with nonwoven geo- when evaluating the stability along the soil—synthetic inter-les and the lowest for georncmbranes. faces. Because me ultimate friction values are almost identicaldative efficiencies recorded in this study for remoulded to the maximum friction values of die loose sand, it has beens were 61 and 63% for woven geotextiles and 62 and 78% suggested that the shear strength at soil-geosynthetic inter-he nonwoven geotextiles. The lower relative efficiencies faces activated at field conditions is independent of the densityj obtained for the highly plastic clay soil. of the fill and therefore also of the degree of compaction offter repeated shearing of dense sand on nonwoven geotex- the fill., m frictional resistance was activated that was almostdeal *fae values obtained for the sand in its loose state. . ' •JarjK e shear strength mobilized for sand along woven • Design recommendations .extiles was found to be independent of the dry density of Based on the results from this study And data reported else-and. Although the same behaviour can be assumed for the where (Ingold 1982; Myles 1982; Martin et of. 1984; Akberaembranes, further investigation is needed. tial. 1985; Lafleur et el. 1987; Williams et al. 1987). thecause of the high extensibility of most geosynthetics, rela- following design recommendations are suggested for side

HCENBROD AND LOCKER

TABU 3 (conclude(e) Akber et al. (1985)

Geosynthetic

membranes/C-2

vXM

PDM

PDE

PX-1 (smooth)

BPX-I (sanded)

NPT (smooth)

NPT (rough)

1KL-1

otextilesNonwoven. needle-punched, 333 g/m2

Monwoven, needle-punched, 535 g/m2

Nonwoven, needle-punched, 792 g/m2•

$1(ft)

&&<£,)

&&%(£f)$•(fyd»!(E\)&(Ef)Q(Et)

Pass 3/4 in.Retain 3/8 in.$' - 42*

33.4*(0.73)30.5*(0.65)33.7*(0.74)24.9*(0.51)36.4*(0.82)34.2*(0.75)41.0*(0.96)43.1*(1.04)31.1*(0.67)

30.7*(0.66)30.0*(0.64)30.0*(0.64)

(d) Lafleur et

Soil characteristics. Pass 3/8 in. Pass 14Retain #4 Retain 010f . 41* <>' - 40*

33.6* 30.7*(0.76) (0.63)28.1* 28.5*(0.61) (0.62)31.3* 30.5*(0.70) (0.68)23.2* 22.2*(0.49) (0.47)36.0* 35.6*(0.34) (0.83)34.7* 36.0*(0.80) (0.34)40.0* 38.5*(0.96) (0.91)41.0* 38.2*(1.00) (0.91)28.2* 28.2*(0.62) (0.62)

29.6* 28.9*(0.65) (0.63)28.2* 28.1*(0.62) (0.61)28.4* 27.7*(0.62) (0.60)

a/. (1987)

Soil

Soaked, unpacked

517

Pass #10Retain «0f « 40* Avg. Et

30.4*(0.70) (0.72)25.0*(0.56) (0.61)33.4*(0.79) (0.73)22.1*(0.48) (0.49)34.2*(0.81) (0.83)38.1*(0.94) (0.83)35.3*(0.86) (0.92)35.0*(0.84) (0.95)30.4*(0.70) (0.65)

29.3*(0.67) (0.65)27.4*(0.62) (0.62)27.6*(0.62) (0.62)

B

•

lateritic gravel (average), Remoulded clay, CH, (average),Geosynthetic

eotextilesMP-500, woven polypropylene

PF 700, needle-punched, nonwoven (thin)

TX-7643, needle-punched, nonwoven(thick)

4

$(Et)&(£t)$L(Et)

k' » 49*. c' » 44 kPa #

40*(0.73)——— .—

' - 32*. c' - 8 kPa

{ jZQ*-(0.581

CUrt -'fTjQft}er""yt*J_--

(1.09)

(e) Williams et al. (1937)

Geosynthetic•jcomcmbranesHDPB

PVC (smooth)

GeotextilesTrevira 1155, nonwoven

Typar340t

' Nicolon 900-M, woven

*p(£,)4*r(Ef)

$>(ff)f

(Et)

Ottawa sand. 4

19*' (0.45)

26*(0.62)

28*(0.68)25*(P.60)35*(0.88)

Soil,' a 38* Concrete sand, $J « 36*

27*(0.71)33*(0.91)

34*(0.95)27*(0.70)35*(0.98)

•Glacial till, <*; =• 36*

22*(p.56)25*(0.66)

36*(1.0)33*(0.89)35*(p.96)

r»»•*•fCXJo0

V

—————————————————;——p——?•—————————"—"-/I"/The dtrect frtctlou test (Figure 3.10) Is simple In principle but numer-

9us details Bust be considered for good results. Tor many geotextiles thefriction angle Is a function of the soils on each side of the fabric;Figure 3.11) and the normal stress; therefore, test conditions'must model Che.ntended field conditions.

C4K>tUtlt.

a bFigure 3.10 Two typ« of testst (a) shear tests;and (b) pull-out tests

Figure 3.11 Fkxibkt*n*xat*sampledetomlnff to ttwi .*.,»»«/K.M.~r-K,

3.6. Shear'Test with Cohesionless Soils and Soft Nonwoven Geotextile4 \

Rounded Crushed BallastCover Soil TyPe ____ S*nd Gravel Gravel Stones

• "#?> 39 IT 53 H

Support soil f(°) 35 \ 37 48 55identical to - 35cover soil £Ll 0.86 0.66 0.840.73

Smooth plate f<°) 32 23 38as support -material | ± 0.77 . 0.37 0.59

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5.4.5 RESULTS OF PREVIOUS SITE GROUNDWATER STUDIES •' . •

Both WESTON-and Geomechanics, Inc. have conducted hydrogeologicevaluations at the s,it&. prior to this RI/FS. Summarized conclusions for••**- + • . ' .each s.tudy follow.

"i *•>.•«.

The previous WESTON hydrogeologic findings are summarized from the first* *

remedial investigation coftdycted in 1981 as fallows:. " • » . f

• Groundwater occurs under the site as a water table in the soiloverburden and as a semiconfined aquifer in the sandstone bedrock.

• Groundwater movement is generally toward Bear Creek. There is amounding in the water table evident under the existing open lagoonarea. The mounded and shallow groundwater discharges to BearCreek.

• In covered areas, the piezometric surface of the bedrock aquiferis higher than the perched groundwater table, indicating an upwardvertical component to the groundwater flow under the site. Thepiezometric surface was above the top of rock under the easternportion of the lagoon. Thus, there exists the potential for waterin the bedrock to enter the base of the l§goon; however, this morethan likely would result in eruptions through discrete fracturesof joints in the rock and would have been evident in seepages in.the dike tp<». TH-U was not observed.. Openings, if any, wereconfined by the low permeability overburden sludge or soil,creating a self-sealing effect in the lagoon.

• A large portion of water contributed as recharge to the soilgroundwater table came from direct precipitation and runoff ontothe site, much of which ends up as standing water in the lagoon.This contributes to the mounding e/fe,cts observed in themonitoring well sampling.

5"36 AB002I59

Hydrogeologic findings from Geomechanics, Inc. are summarized as follows:

t .A static, water table exists In the natural overburden and bedrock.and is controllecrbv th(* gouth Rranrp of Bear Creek.,

4

• No evidence of artesian conditions was encountered. ~V

• Although artesian conditions were not observed, .temporary artesianconditions could exist during brief periods following the onset ofprecipitation due to the faster response of the bedrock to higherwater conditions and a. larger recharge area than that o/ theoverburden comprising the embankment zone.

.»

• Because of the permeability difference (as ouch as two orders ofmagnitude), piezometers placed in the bedrock and overburden canhave markedly different equilibrium times, possibly creating theappearance of artesian conditions. »

5.4.6 MAJOR HYDROGEOLOGIC FINDINGS OF THE 1985 REMEDIAL INVESTIGATION-

The major hydrogeologic findings of the 1985 remedial investigation areas follows:

• Two groundwater systems were Identified at the site: a watertable system located In the sandstone bedrock of the AlleghenyUnit, and a perched liquid zone located within a soil fill andsludges of the lagoon area.

• The bedrock groundwater flows from the southwest to northeast, anddischarges Into the South Branch of Bear Creek.

• Potentially site-contaminated groundwater discharging into theSouth Branch of Bear Creek has been estimated to range between 8.4to 57.6 cubic feet/day. Potential degradation of the South Branchof Bear Creek resulting from site-related drainage is estimated tobe small.

• »• The perched liquid zone 1s composed of water, petroleum, and

acidic wastes.

fcB002l60

• High liquid surface elevations are.located in the northeastern andsouthern ends of the site. The perched liquid has a semi-radialflow from these two high elevations. Eventually, the perchedliquid discharges Into the South Branch of Bear Creek orvertically migrates into the bedrock grourtdwater, which alsodischarges into the South Branch.

• No shallow groundwater (above bedrock) is flowing on-site from the•jpslope direction. Jhe only source of recharge, virtually, fson-site precipitation^.

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'

oject • 97-299-42Soil

mal Hieght O.8466 Data 3/15-3/18/88,itial Dial Raading 3143

3ad TSFDial Cumulat. Strain

,. -1.30 ^^2,381 .29 6.280-1

00 8.63a-l

.60 S.Sle-1

95 2.312BO101 74 •**& A.W*-.—s is ts20.25 f° -'-- 28.65

72.68

.aad 1/8 TSFDial Cumulat. Strain

Time Reading Strain Rate Log(Minutes) C.OOOl") (%) (7. / Day) Titna

76 -13O7 o, 5,102.76 -1; .35 2789 4.18 |80.37 _| 3. 14e-lg 2781 4.28 544.29 - 3.92e-l•_ 2771 4.39 340.18 .00 7 ...2g 2749 4.67 312.97 -» 7.56e-l24 2732 4.85 1|5.51 |O 1-463(io25 2708 5.14 J81.43 - LB65SO9 2683 5.43 154.63 ^ i.941»0

2661 5.69 "J'ia 12O 9. 17e-l

SS 3 :IS?

AR0021 70

reject # 87-299-42 Bruin Lagoon v

:ample Sludge: "Soil": Cement lilsO.05n* 'al Hieght O.8466 ' ^

Dial Reading 3143 Date 3/15-3/18/88

.oad 1/4 TSF

Dial Cumulat. StrainTime Reading Strain Rate Log

Minutes) (.O001") (%) <5C / Day) Times

O 26O7 6.33.05 2584 6.6O 7,824.24 -1.3O.25 2569 6.78 1,275.69 -.60 2.53e-l.5 2558 6.91 748.41 -.30 4.32e-l1 2543 7.09 51O.2B .OO 5.89e-l

2.25 2515 7.42 381. Ol .35 9.39e-l4 2497 7.63 174.95 .60 8.51e-l

6.25 2474 7.90 173.87 .80 1.4O2eO9 2447 8.22 167. OO .95 2.O14eO

12.25 2421 8.53 136. O7 1.09 2.294eO16 24O3 8.74 81.64 1.2O 1.833eO

2O. 25 2382 8.99 84. OS 1.31 2.425eO25 2363 9.21 68.04 1.40 2.452eO

144O 2OO9 13.39 4.26 3.16 2.375eO

oad 1/2 TSF


Minutes) <.O001"> <%) (X / Day) Time

O 2009 13.39.05 199S 13.52 3,742.03 -1.3O.25 1993 13.58 425.23 -.60 8.45e-2.5 1989 13.63 272.15 -.30 1.57e-l1 1984 13.69 17O.O9 .OO 1.96e-l

2.25 1976 13.78 108.86 .35 2.68e-l4 1967 13.89 87.48 .60 4.25e-l

6.25 I960 13.97 52.92 .BO 4.27e-l9 1953 14.06 43.3O .95 5.22e-l

12.25 1946 14.14 36.64 1.O9 6.IBe-l16 1940 14.21 27.21 1.2O 6.lle-1

20.25 1934 14.28 24.Ol 1.31 6.93e-l25 1926 14.38 28.65 1.40 l.O33eO

144O 1665 17.46 3.14 3.16 1.751eO

W008I7I

ject » 87-299-42 Bruin LagoonX

3le Sludges"Soil"sCement lsl:6.O5tial Hieght 0.3466 ,tial Dial Reading 3143 Date 3/15-3/18/88

d 1 TSFDial Cumulat. Strain

Tima Reading Strain Rata Lognutes) <.O001") (%) <% / Day) Time C

__,,———————__...—— —— ——...T_——.- ^

i 5,783.13 -l;301640 17.75 680.37 -6O 3.35 !

. 1634 17.82 408.22 3O g-1 1630 17.87 136.07 -w 4.O2e-l

2 25 1618 18-01 163.29 ^ 4.25e-l2 4 1609 18.12 87-48 |U 4. !A 25 1601 18.21 60.48 -w 5.976-29 1593 18.31 49.48 -95 ^ ^2 25 1586 18.39 36.64 l-«v

SE S£S : is"

3ad 2 TSFDial Cumulat. Strain

Time Reading Strain Rate LogMinutes) (.OO01") (%) CA t Day) Time

-4 1231 22.58 S'-*» 4.88e-l

|g £5 -sIS IS I:S

IS :-

AR002I72

'reject # 87-299-42 Bruin Lagoon. ^.Sample Sludge:"Soil":Cement ltltQ.05

In' <al Hieght 0.8466 , '[ni tal Dial Reading 3143 Date 3/15-3/18/88

.oad 4 TSFDial Cumulat. Strain

Time Reading Strain Rate Log(Minutes) (.0001") <%) <% / Day) 'Time C

23.2623.62 10,545.71 -1.3023.95 2,381.29 -.60 4.73e-l24.1O 816.44 -.30 4.7le-l

1OS7 24.29 544.29 .OO 6.28e-l2.25 1066 24.53 285.75 .35 7.O4e-l

4 1042 24.82 233.27 .60 1.135eO6.25 1026 25.01 120.95 .80 9.75e-l

9 1011 25.18 92.78 .95 1.119eO12.25 996 25.36 78.SO 1.O9 1.323eO

<A 9Qi 25.54 68.04 U2O 1— — * •*« 1

d 2 TSF .. Dial Cumulat. StrainTime Reading Strain Rate Log

" (X) <% / Day) Time(Minutes) (.OO01") (X)

932 26.12

20.25 9«l 2SI69 »•« J J l.8O7EOI! S2 S:« S:S i:« «°°

0 ..25 932 26.12 .OO -.60 O

1 932 26.12 .OO .OO O12.25 936 26. O7 -6. OS 1.O9 -4.3e-2

.oad 1/2 TSFDial Cumulat. Strain

Time Reading Strain ~(Minutes) (

2S-.29 -2,177.18 -6O 6 28e-l980 25.55 -272.15 -OO -993 25.40 -73.71 -6O -

20.25 1013 25.16 -2O.93 1.31 -

Hi002173

oject # 87-299-42 Bruin Lagoon

imple Sludge:"Soil":Cement 1:1:0.05litial Hieght O.8466 •»itial Dial Reading 3143 Date 3/15-3/18/88

iad 1/8 TSF

Dial Cumulat.StrainIme Reading Strain Rate Loglinutes) (.OOO1") (7.) (% / Day) Time C

O 1013 25.16.25 1028 24.98 -1,O2O.55 -.60 2.94e-l4 1O48 24.75 -9O.72 .60 -2.0e-l

12.25 1O62 24.58 -28.86 1.09 -3.4e-l20.25 1072 24.46 -21.26 1.31 -5.4e-l

oad 1/16 TSF


Minutes) (.OOO1") (7.) (7. / Day) Time

O 1O72 24.461 1O78 24.39 -1O2.06 .OO9 1O9O 24.25 -25.51 .95 -1.5e-l

12.25 1O93 24.21 -15.7O 1.O9 -2.6e-l16 1095 24.19 -9.07 1.2O -2.Oe-l

AB002I7U

Voject # 87-299-42 Bruin Lagoon

iamole Asiudqe:"Soil";Cement liiiO.In ial Height 0.8466~~:Initial Dial Reading 3597 Date 3/21-3/25/88

_oad 1/16 TSF

Dial Cumulat. StrainTime Reading Strain Rate ' Log

(Minutes) t.OOOl") (7.) (% / Day) Time C

0 3597 .00.05 3496 1.19 34,358.61 -1.3O.25 3459 1.63 3,146.7O -.60 6.25e-l.5 3425 2.O3 2,313.25 -.30 1.334eO1 3399 2.34 884.48 .OO l.OZOeO

2.25 3359 2.81 544.29 .35 1.342eO4 3328 3.18 301.31 .60 1.465eO

6.25 33O1 3.50 204.11 .80 1.645eO9 3277 3.78 148.44 .95 1.79OeO

12.25 3257 4.02 104.67 1.09 1.764eO16 " 3237 4.25 9O.72 1.2O 2.O37eO

20.25 3221 4.44 64.O3 1.31 1.847eO25 32O4 4.64 60.88 1.40 2.194eO36 3172 5.O2 49.48 1.56 2.387eO

1/8 TSF

Dial Cumulat. Strain.Time Reading Strain Rate Log

(Minutes) (.OOO1") (%) (% / Day) .Time

O 3171 5.03.05 3154 5.23 5,783.13 -1.30.25 3142 5.37 1,020.55 -.60. 2.O3e-l.5 3134 5.47 544.29 -.30 3.I4e-l1 ,3123 5.6O 374.2O .OO 4.32e-l

2.25 3103 5.84 272.15 .35 6.71e-l4 3OS2 6.O8 2O4.11 .60 9.93e-l

6.25 3O63 ' 6.31 143.63 .80 l.lSSeO9 3044 6.53 117.52 .95 1.417eO

12.25 3027 6.73 88.97 1.O9 l.SOOeO16 2866 8.63 73O.26 1.2O 1.64Oel

20.25 285O 8.82 64.O3 1.31 1.847eO25 2835 9.00 53.71 1.4O 1.936eO

&aoo2n5

reject » 87-299-42 Bruin Lagoon

ample Sludge:"Soil":Cement 1:1:O.Initial Height O.8466nitial Dial Reading 3597 Date 3/21-3/25/88

.oad 1/4 TSF

Dial Cumulat. StrainTime Reading Strain Rate x Log

;Minutes) (.OO01") (%) (% / Day) Time C

0 2835 9.00.05 2811 9.28 8,164.42 -1.3O.25 2800 9.41 935.51 -.60 1.86e-l.5 2789 9.54 748.41 -.30 4.32e-l1 2773 9.73 544.29 .OO 6.28e-l

2.25 275O 1O.OO 312.97 .35 7.71e-l4 2726 1O.29 233.27 .60 1.135eO

6.25 2699 1O.61 204.11 .80 1.645eO9 2679 1O.84 123.70 .95 1.492eO

12.25 2655 11.13 125.61 1.O9 2.117eO16 2633 11.39 99 .'79 1.20 2.241eO

2O.25 2612 11.63 84.05 1.31 2.425eO25 2592 11.87 71.62 1.4O 2.581eO

144O 2135 17.27 5.49 3.16 3.066eO

_oad 1/2 TSF


(Minutes) (.OOO1") (%) (% / Day) Time C

O 2135 17.27.05 2106 17.61 9,865.34 -1.3O.25 2103 17.65 255.14 -.60 5.O7e-2.5 210O 17.68 204.11 -.30 l.lBe-11 2097 17.72 102.06 .OO l.lBe-1

2.25 2O93 17.77 54.43 .35 1.34e-l4 2O9O 17.SO 29.16 .60 1.42e-l

6.25 2O86 17.85 3O.24 .80 2.44e-l9 2082 17.9O 24.74 .95 2.98e-l

12.25 2O78 17.94 20.93 1.O9 3.53a-l16 2074 17.99 18.14 1.2O 4.O7e-l

2O.25 2071 18.O3 12.Ol 1.31 3.46e-l25 2068 18.O6 1O.74 1.4O 3.87e-l

144O -1798 21.25 3.25 3.16 1.812eO

AR002176

-eject « 87-299-42 Bruin Lagoon

imp 1 e SI udge : " Soi 1 " : Cement 1 : 1 c 0 . 1 ^*l Height O.8466 *1 Dial Reading 3597 Date 3/21-3/25/88

aad 1 TSF

Dial Cumulat. StrainTime Reading Strain Rate • Log

Minutes) (.O001") (7.) .(% / Day) Time

O 1798 21.25.OS 1777 21.50 7,143.87 -1.3O.25 1773 21.55 34O.18 -.60 6.76e-2.5 1769 21.59 272.15 -.30 1.57e-l1 1768 21.6O 34.O2 .OO 3.92e-2

2.25 1766 21.63 27.21 .35 6.71e-24 1761 21.69 48.6O .60 2.36e-l

6.25 1756 21.75 37.BO .BO 3.O5e-l9 1744 21.89 74.22 .95 8.95e-l

12.25 1743 21.9O 5.23 1.O9 8.82e-216 174O' 21.93 13.61 1.2O 3.O6e-l

2O.25 1728 22.OB 48.O3 1.31 1.385eO25 1727 22.09 3.58 1.40 1.29e-l

144O 1412 25.81 3.79 . 3.16 2.114eO

.oad 2 TSF


(Minutes) (.OO01") (2) (% / Day) Time

O 1412 25.81.05 1397 25.99 5,1O2.76 -1.3O.25 1392 26.OS 425.23 -.60 8.45e-2.5 1389 26.OS 2O4.11 -.30 l.lBe-11 1384 26.14 170.09 .OO 1.96e-l

2.25 1378 26.21 81.64 .35 2.Ole-l4 1372 26.28 58.32 .60 2.84e-l

6.25 1366 26.35 45.36 .80 3.66e-l9 1360 26.42 37.11 .95 4.48e-l

12.25 1354 26.49 31.4O 1.O9 5.29e-l16 1348 26.57 27.21 1.2O 6.lle-1

20.25 1343 26.62 2O.01 1.31 5*776-125 1337 26.7O 21.49 1.4O 7.74e-l36 1321 26.88 24.74 1.56 1.193eO

reject » 87-299-42 Bruin Lagoon _

ample Sludge:"Soil":Cement l:l:O.lnitial Height O.8466 .nitial Dial Reading 3597 Date 3/21-3/25/88

.oad 4 TSF

Dial Cumulat. StrainTime Reading Strain Rat a Log

Minutes) (.OOO1") (%) (% / Day) Tima C

O 1321 26.88.05 1288 27.27 11,226.08 -1.3O.25 1275 27.43 1,1O5.6O -.60 2.2Oe-l.5 1266 27.53 612.33 -.30 3.53e-l1 1254 27.68 408.22 .OO 4.71e-l

2.25 1236 27.89 244.93 .35 6.O4e-l4 122O 28.OS 155.51 .60 7.56e-l

6.25 12O3 28.28 128.51 .SO l.O36eO9 119O 28.43 80.41 .95 9.70e-l

12.25 1176 28.60 73.27 1.O9 1.235eO16 1163 28.75 58.97 1.2O 1.324eO

20.25 1149 28.92 36.O3 1.31 1.616eO25 1134 29.09 53.71 1.4O 1.936eO36 1105 29.44 44.84 1.56 2.163eO

Load 2 TSF


(Minutes) (.O001") (7.) (7. / Day) Time

0 1105 29.449 11O8 29.40 -5.67 .95 -3.7e-216 11O8 29.4O 6,O47.99 1.2O O

..aad 1/2 TSF


(Minutes) (.OOO1") (%) (X / Day) Time C

0 1108 29.4O9 1152 28.88 -83.16 .95 -5.4e-l16 1157 28.82 -12.15 1.2O -2.4e-l

20.25 1158 28.81 -4.0O 1.31 -1.2e-l

HR002I78

ect # 87-299-42 Bruin Lagoon

>le Sludge:"Soil"tCement 1:1:0.1;i»* Height O.8466 . "T*"

Reading 3597 Date 3/21-3/25/88

i 1/8 TSF

Dial Cumulat. StrainTime Reading Strain Rate Lognutes) (.O001") (%> (% / Day) Time C

0 1158 28.8112.25 1197 28.35 -54.15 1.O9 -4.2e-l

16 12OO 28.31 -13.61 1.2O -3.le-12O.25 1203 28.28 -12.01 1.31 -3.5e-l

25 1208 28.22 -17.90 1.4O . . -6.5e-l

.ad 1/16 TSF »

Dial Cumulat. StrainTime Reading Strain Rate Loginutes) (.O00111) (%) (X / Day) Time C

O 1208 28.226.25 1221 28.07 -35.38 .BO -1.9e-l16 1228 27.98 -12.21 1.2O -2.Oe-l36 1238 27.86 -8.SO 1.56 -3.4e-l

/tfi002!79

•jact # 37-299-42 Bruin Lagoon

ipla 7 51 udga:" Soil ";Li me I:l»0.l7tial Haight 0.3466 •———————————————————————'tial Dial Raading 3101 Data 4/4 - 4/3/88

_.;

id 1/16 TSF

Dial • Cumulat. StrainTima Reading Strain Rate Log Sq. Root C.nutes) (.OO01") (%) (X / Day) Time C Tima S.R.

O 3101 .00.05 3036 .77 22,111.98 -1.30 .224 3.4336eO.25 3O13 1.04 1,936.06 -.60 3.9a-l .500 9.829e-l.3 3003 1.16 68O.37 -.30 3.9a-l .707 3.703e-l1 2992 1.29 374.2O .00 4.3a-l l.OOO 4.436e-l2 298O 1.43 204.11 .30 4.7e-l 1.414 3.422a-l4 2967 1.5B 110.56 .60 5.la-1 2.OOO 2.621a-lB 2935 1.72 31.O3 -.90 4.7e-l 2.828 1.71la-115 2945 1.84 24.3O 1.18 4.3a-l 3,873 1.131a-l60 2928 2.04 6.43 1.78 3.3e-l 7.746 5.185e-2120 2913 2.16 2.83 2.03 3.9e-l 10.954 3.631a-21440 2840 3.03 1.01 3.16 3.5a-l 37.947 3.413a-2

ad 1/3 TSF

Dial Cumulat. StrainTime Raading Strain Rate Log Sq. Root Ci nut as) (.0001") (fc) (7. / Day) Time C Time S.R.

0 2340 3.03.05 2833 3.14 1,700.92 -1.30 .224 2.641a-l.23 2833 3.17 170.09 -.60 3.4a-2 .SCO 8.547a-2.5 2832 3.13 63.04 -.30 3.9a-2 .707 5.703e-21 2331 3.19 34.O2 .00 3.9a-2 l.OOO 4.033e-22 2329 3.21 34.02 .30 7.8a-2 1.414 5.703a-24 2327 3.24 17.01 .60 7.8a-2 2.OOO 4.O33a-28 2324 3.27 12.76 .90 1.2a-l 2.323 4.277a-2IS 282O 3.32 9.72 1.13 1.7a-l 3.873 4.523e-230 2816 3.37 4.54 1.43 1.6e-l 5.477 2.945a-260 2811 3.43 2.83 1,73 2.0e-l 7.746 2.603a-212O 2BO3 3.52 2.27 2.03 3.la-1 1O.934 2.945e-23OO 2783 3.70 1.42 2.43 4.5a-l 17.321 2.733e-2

AR002I80

eject # 87-299-42 Bruin Lagoon

mp . Sludge: "Soil ":Lime 1:1:0.1it-YJl Height 0.8466itial Dial Reading 3101 Date 4/4 - 4/8/83

.ad 1/4 TSF

Dial Cumulat. StrainTime Reading Strain Rate Log Sq. Root C

linutes) (.0001") (%) („ / Day) Time C Time S.R.

0 2788 3.7O.05 2777 3.83 3,742.03 -1.3O - .224 5.811e-l.25 2773 3.87 340.18 -.60 6. Be -2 .5OO 1.7O9e-l.5 2771 3.90 136.O7 -.30 7.8e-2 .707 1.141e-l1 2768 3.93 1O2.O6 .00 1.2e-l l.OOO 1.21Oe-l2 2763 3.99 B5.O5 .30 2.0e-l 1.414 1.426e-l4 2753 4.05 42.52 .60 • 2.0e-l 2.OOO l.OOSe-1B 2750 4.15 34.02 .90 3. le-1 2.828 1.141e-l15 2742 4.24 19.44 1.18 3.5e-l 3.873 9.046e-230 2730 4.38 13.61 1.48 4.7e-l 5.477 8.836e-260 2711 4.61 1O.77 1.78 7.5e-l 7.746 9.892e-2120 2690 4.85 5.95 2.08 8.2e-l 10.954 7. 731e-2120O 2596 5.97 1.48 3.03 l.lleO 34.641 4.6B3e-2

lad 1/2 TSF ;

• Dial Cumulat. Strain •Time Reading Strain Rate Log Sq. Root C

linutes) (.0001") (X) (X / Day) Time C Time S.R.

0 2596 5.97.05 2582 6.13 4,762.53 -1.30 .224 7.395e-l.25 2578 6.18 340.18 -.60 6.8e-2 .5OO 1.709e-l.5 2575 6.21 204.11 -.30 1.2e-l .707 1.711e-l1 2372 6.25 1O2.O6 .OO 1.2e-l l.OOO 1.21Oe-l2 2568 6.3O 68.04 .30 1.6e-l 1.414 1.141e-l4 2562 6.37 51.03 .60 2.4e-l 2.OOO 1.21Oe-l8 2555 6.45 29.77 .90 2.7e-l 2.823 9.9Ble-215 2547 6.54 19.44 1.16 3.5e-l 3.873 9.046e-230 2536 6.67 12.47 1.48 4.3e-l 5.477 B.099e-260 2521 6.85 8.30 1.78 5.9e-l 7.746 7.81Oe-2120 2499 7.11 6,24 2.03 8.6e-l 1O.954 B.O99e-2300 2460 7.57 3.69 2.48 1.16eO 17.321 7.236e-2

AR002I8I

oject » 37-299-42 Bruin Lagoon •

imple Sludga: "Soil":Lime 1:1:0.1>itial Haight O.S466litial Dial Raading 31O1 Data 4/4 - 4/8/33

jad I TSF

Dial Cumulat. StrainTima Reading Strain Rata Log Sq. Root C

tinutas) (.0001") ^ W. / Day) Tima C Tima S.R.

O 2460 7.37.03 2437 7.34 7,324.24 -1.30 .224 1.2150eO.23 2429 7.94 680.37 "-.60 1.4e-l .500 3.419a-l.3 2423 8.01 403.22 -.30 2.4a-l .707 3.422a-l1 2416 8.09 238.13 .OO 2.7e-l l.OOO 2.823a-l2 24O6 8.21 17O.09 .30 3.9e-l 1.414 2.832a-l4 2394 8.35 . 1O2.06 .60 4.7a-l 2.OOO 2.420a-l8 2377 3.55 72.29 .90 6.7a-l 2.323 2.424a-l15 2359 3.76 43.74 1.13 7.8e-l 3.373 2.035a-l30 2332 9.03 30.62 1.43 1.06eO 5.477 1.988a-l&0 2303 9.43 16.44 1.73 1.14eO 7.746 1.310e-l120 2231 9.69 6.24 2.03 8.6a-l 1O.954 8.099a-2240 2262 9.91 2.69 - 2.33 7.5e-l 15.492 4.946e-2120O 2168 11.02 1.67 3.08 1.59sO 34.641 S.798a-2145O 2158 11.14 .68 3.16 l.44aO 38.079 3.436s-2174O 2149 11.24 .53 3.24 1.34aO 41.713 2.925e-2264O 21O1 11.81 .91 3.42 3.13eO 51.381 5.365s-22940 2089 11.95 .6& 3.47 3.O3aO 54.222 4.989s-2

oad 2 TSF

Dial Cumulat. StrainTime Reading Strain Rata Log Sq. Root ' C

Minutes) (.O001") CA) W / Day) Tima C Tima S.R.

O 2089 11.93.05 2O75 12.12 4,762.58 -1.30 .224 7.395a-l.25 2O7O 12.13 425.23 -.60 8.4e-2 .500 2.137a-l.5 2067 12.21 204.11 -.30 1.2a-l .707 1.71la-11 2064 12.25 102.06 .OO 1.2a-l 1.000 1.21Oe-l2 2060 12.30 63.04 .30 1.6a-l 1.414 1.141a-l4 2055 12.36 42.32 .60 2.0e-l 2.000 l.OOBa-13 2O46 12.46 33.27 .90 3.5a-l 2.823 1.283a-lIS 2038 12.56 19.44 1.13 3.5e-l 3.373 9.046e-230 2025 12.71 14.74 1.43 5.la-1 5.477 9.572a-26O 20O3 12.97 12.47 1.78 B.6a-l 7.746 1.145e-l120 1931 13.23 6.24 2.03 B.6e-l 10.954 8.099a-2240 1954 13.55 3.83 2.33 1.06eO 13.492 7.029e-24020 1721 16.30 1.05 3.6O 2.25eO 63.403 5.74.4e,-2.

.. • •• . •eject # 87-299-42 Bruin Lagoon

.mple Sludge: "Soil ".-Lime 1*1:0.1itial Height 8466iitial Dial Reading , 31O1 Date 4/4 - 4/8/88

Toad 1 TSF

Timelinutes)

055

>load 1/4

Timelinutes)

035

ilosd 1/8

Timelinutes)

055

iload 1/16

Timelinutes)

O60

DialReading(.0001")

17211735

TSF

DialReading(.0001")

17351771

TSF

DialReading(.0001")

17711798

TSF

DialReading(.0001")

17981326

Cumulat.Strain

(7.)

16.3016. 14

'

Cumulat.Strain

(7.)

16.14• 15.71

Cumulat.Strain

(7.)

15.71' 15.39

Cumulat.Strain

(%)

15.3915.06

StrainRate

(7. / Day)

-4.33

StrainRate

(7. / Day)

-17.50

StrainRate

(7. / Day)

-8.35

StrainRate

(7. / Day)

-7.94

LogTime

1 . 74

LogTime

1.54

LogTime

1.74

LpgTime

1.78

C

C

C

C

AB002I83

ample / Sludge: Soil-.Lime liliO. 1 / / 77Xnitial Height 3 6 1 0 u a t e o/lO- /88nitial Dial Reading 3965

oad 1/16 TSF

Dial StrainTime Reading Strain Rate Log

Minutes) (.0001") (7.) (7. /Day) Time C

0 3965.05 3925 .46 13,379.79 -1.30.25 3912 .62 1,087.11 -.60 2.16e-l.5 3902 .73 668.99 -.30 . 3.86e-l1 3890 .87 401.39 .00 4.63e-l-2 3877 1.02 217.42 .30 5.02e-l4 3858 1.24 158.89 .60 7.33e-l8 3844 1.41 58.54 .90 5.40e-l15 383O 1.57 33.45 1.18 5.96e-l30 3815 1.74 16.72 1.48 5.79e-l60 3796 1.96 10.59 1.78 7.33e-l

. 120 3776 2.20 5.57 2.08 7.72e-l180 3765 2.32 3.07 2.26 7.26e-l

1140 3709 2.97 .98 3.06 S.lle-1

.oad 1/3 TSF


IMinutes) (.0001") (7.) <7. / Day) Time C

0 3709.05 37O3 .07 2,006.97 -1.3O.25 3701 .09 167.25 -.60 3.32e-2.5 370O .10 66.90 -.30 3.86a-21 3698 .13 66.90 .OO 7.72e-22 3696 .15 33.45 .30 7.72e-24 3692 .20 33.45 .60 1.54e-l8 3688 .24 16.72 .90 1.54e-l15 3684 .29 9.56 1.18 1.7Oe-l30 3679 .35 5.57 1.48 1.93e-l60 3668 .48 6.13 1.78 4.24e-l120 3657 .60 3.07 2.08 4.24e-l240 3637 .84 2.79 2.38 7.72e-l480 36O6 1.20 2.16 2.68 1.196eO1440 3562 1.71 .77 3.16 1.071eO

Aft002i8Li

. „.,__,. -*• ar-jL-n-t*. Bruin Lagoon . . 7

z/ssample SludqeiSoil iLime 1: ItO. 1 /tnitial Height 861O Date 5/10- /8B V TOInitial Dial Reading 3965

.oad 1/4 TSF


(Minutes) (.0001") (7.) (7. / Day) Time C

0 ' 3562.05 3554 .09 2,675.96 -1.3O.25 3550 .14 334.49 -.60 6.65e-2.5 3548 .16 . 133.80 -.30 7.72e-21 3546 .19 66.90 .OO 7.72e-22 3543 .22 50.17 .30 1.160-1'4 3540 .26 25.09 .60 1.16e-l8 3534 .33 25.09 .90 2.31e-l15 3528 .39 14.34 1.18 2.55e-l30 352O .49 8.92 1.48 3.O9e-l60 3509 .62 6.13 1.78 4.24e-l120 3493 .80 4.46 2.08 6.17e-l240 3469 1.08 3.34 2.38 9.26e-l480 3438 1.44 . 2.16 2.68 1.196eO1440 3365 2.29 1.27 3.16 1.777eO

-oad 1/2 TSF

Dial StrainReading Strain Rate

(7.) (7. / Day) Timeran ate Loo(Minutes) (.0001")

0 3365.05 3352 .15 4,348.43 -1.30.25 3346 .22 SOI. 74 -.60 9.97e-2.5 3343 .26 200. 7O -.30 1.16e-l1 3339 .30 - 133.80 . OO 1.54e-l2 3334 .36 83.62 .30 1.93e-l4 3328 .43 SO. 17 .60 2.31e-l8 3321 .51 29.27 .90 2.70e-l15 3310 .64 26.28 1.18 4.68e-l30 3296 .BO 15.61 1.48 5.40e-l60 3276 1.03 11.15 1.78 7.72e-l120 3248 1.36 7.80 2.08 l.OSOeO240 3210 1.80 5.30 2.38 1.466eO440 3177 2.18 2.76 2.64 1 . 456eO1440 3096 3.12 1.35 3.16 1.827eO2840 3015 4.O7 .97 3.45 3. 190eO4300 2974 4.54 .47 3.63 2.643eO4780 2££S A.67 .38 3.68 2.780eO5740 2948 4.84 .26 3.76 2. 192eO6220 2936 4.98 .42 3.79 3.996eO7180 2924 5.12 .21 3.86 2.236eO8620 2909 S.30 .17 3.94 2. 195eO0060 2896 5.45 .15 4.00 2.250eO-

11500 2886 5.56 .12 4.06 1 . 999eO14380 2866 5.80 .12 4.16 2.393eO15820 2857 5.90 .10 4.20

reject tt 87-299-42 Bruin Lagoon - .

Sample Sludge:Soil :Lime 1:1:0.1 * T~br\nitial Height 8610 Date 5/10- /88nitial Dial Reading 3965

.oad 1 TSF


(Minutes) (.0001") (7.) .(7. / Day) Time C»»•»»•-»•-•»•»-•.— i— >• ,.^_,_«ii^^i-i--^»-»»^»-«»«»»^^~»-»».» — «-• • »i -.»»~ -» —•-•• «••• — .»»--•»•-~.»»*»

0 2856 ..OO.05 2846 .12 3,344.95 -1.30.25 2844 .14 167.25 -.60 3.32e-2.5 2842 .16 133.80 -.30 7.72e-21 2841 .17 33.45 .00 3.86e-22. 2839 .20 33.45 .30 7.72e-24 2836 .23 25.09 .60 1.160-18 2833 .27 12.54 .90 1.16e-l15 2328 .33 11.95 1.18 2.13e-l30 2823 .38 5.57 1.48 1.93e-l60 2816 .46 3.90 1.78 2.70e-l120 2805 .59 3.07 2.08 4.24e-l360 2785 .82 1.39 2.56 4.87e-l1440 2737 1.38 .74 3.16 9.26e-l432O 266O 2.28 .45 3.64 1.874eO10020 2594 3.04 .19 4.00 2.0980O

AB002186

•v.iiM;CONSULTANTS. INC.

DATE VI fM(V-? 35€a guccrMn 7 r»c Engineers • Geologists • Planners• Environmental Specialists

-k s#vt> cozte 0\ fi/hr fabncz y //it

{fa, falfcr (Lbftte- &&<£&*, ffau c*yer soil

were cvA/w-ceC. Ths, sAryl kytrs

c&>v\pa4\blt v/itlv

FtLT&Kby

. for filler Ctonpahloilil, Set,Z , far s/i/ufy

St/4

A) CtMtr wl will

0r ^

bit; ef tfi/Zwm -h 0, K mw, will jfovitk,

•ftBOOEIST

ul *| 1-Li.i;s-a |l Ji-sj

r*»•

»-: •3"-5«.ô-5iOo-55, o S - S b a - S S J s S«l"_«'!s2'*2-S««»S'J.5 •~ee*js^n*i8ii

§S = S3.-2_rcc2l*s o *.S2;|3 §.= «.*§ S_ = =55g3

.llûS^t^liii iyiiiiir .1 I !3JigiJil2 1l -Ji HBjS S i24i S-3-5 >.^«,«,l^ g 5 I ' 2 8 "S.I.* S-J:., f Ma_ 2L=3!«s-s«,>.^0>(<,2^g5 a *lo«!51»S-Za<*§;«Sa_2.:31. 11"!Ill§!£i I <-S3!:Hi1«lfHsa*-a

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Hi r'<|Q«2^b * 1>* C .1

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