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PRESENTATION OF CONE PENETRATION TESTING RESULTS

OF SOILS AT THE

PRIVATE FUEL STORAGE FACILITY SKULL VALLEY, UTAH

Report No. 05996.02-G (P030) Rev. 1

Prepared for:

Stone & Webster Engineering Corporation

Prepared by:

ConeTec, Inc. Salt Lake City, Utah

May 1999

Prepared by:Cone Inc. Date

"44 ~tt/Reviewed by:

m

TABLE OF CONTENTS

1.0 INTRODUCTION

2.0 FIELD EQUIPMENT AND PROCEDURES 2.1 Electric Cone Testing 2.2 Seismic Cone Testing 2.3 Resistivity Cone Testing 2.4 Dilatometer Testing

3.0 CONE PENETRATION TEST DATA AND INTERPRETATION 3.1 CPT Data 3.2 CPT Data Interpretations 3.3 Shear Wave Velocity Measurements

4.0 DILATOMETER TEST DATA AND INTERPRETATION 4.1 DMT Data 4.2 DMT Data Interpretation

5.0 QUALITY ASSURANCE PROGRAM 5.1 Quality Assurance Manual 5.2 Calibration Records 5.3 Software Verification and Validation

6.0 CLOSURE

APPENDICES

Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H Appendix I Appendix J

Appendix K Appendix L Appendix M

No. of Pages

Standard CPT Plots (Qt, Fs, Rf, U, SBT) Resistivity CPT Plots (Qt, Rf, U, R, SBT)

Seismic CPT Plots & Tabular Data (Qt, Vp, Vs, Y, SBT)

CPT Interpretation Plots - Set 1 (Su, ý, OCR, k, SBT)

CPT Interpretation Plots - Set 2 (Qt, N(60), U, Bq, SBT)

CPT Interpretations Tabular Output

DMT Plots (OCR, Ko, 0, Su, M) DMT Interpretations Tabular Output Digital File Formats Location Plan - CPT and DMT Tests (Sketch 05996.02 GSK-B-37-1) Calibration Data Sheets QA Manual References

39 12 64 39 39

266 18 20 4 1

59 52

1

CONETEC

Report No. 05996.02-G(P030) Rev. I * Private Fuel Storage Facility

1.0 INTRODUCTION

This report presents the results of an in situ testing program conducted at the proposed Private Fuel Storage Facility located in Skull Valley, Utah. The testing program consisted of dilatometer soundings (DMT) and cone penetration tests (CPT) to determine subsurface conditions at the proposed facility. At selected CPT locations resistivity, shear and compression wave velocities were also recorded. Due to the groundwater table being located approximately 100 feet below the maximum CPT depth, no pore pressure dissipations were performed in conjunction with this investigation.

The site investigation was conducted between April 23rd and April 3 0 th, 1999,

using ConeTec's track mounted CPT rig. Each of the CPT and DMT soundings was performed under the direction of Mr. Tom Annaratone of Stone & Webster Engineering Corporation. These services were performed in accordance with the requirements of Stone & Webster's Engineering Services Scope of Work (ESSOW) No. 05996.02-GO05 (Rev. 0), as part of a detailed site investigation being conducted by Stone & Webster Engineering Corporation.

2.0 FIELD EQUIPMENT AND PROCEDURES

2.1 Electric Cone Testing

ConeTec, Inc. of Salt Lake City, Utah using an integrated electronic cone system, carried out the cone penetration tests (CPTUs). A 20-ton compression type cone, as shown in Figure 1, was used for all of the soundings. This cone has a tip area of 15-sq. cm. and friction sleeve area of 225-sq. cm. A piezometer element, 6 mm in thickness, is located immediately behind the cone tip. The compression cone is designed with an equal end area friction sleeve and a tip end area ratio of 0.85. The cone system used during the program was capable of recording the following parameters at 5-cm depth intervals:

- Tip Resistance (Qc) - Sleeve Friction (Fs) - Dynamic Pore Pressure (Ud)

The above parameters were printed simultaneously on a printer and stored on digital media for future analysis and reference.

The porous plastic pore pressure element was located directly behind the cone tip. Each of the elements was saturated in glycerin under vacuum pressure prior to penetration.

1

Report No. 05996.02-G(P030) Rev. 1 * Private Fuel Storage Facility

-13 PIll, CUE PINRNMEER

Triaxial Geophones or Accelerometer (Vp & Vs)

Load Cells

Porous Filter Element

Inclinometer (I)

Thermistor (T)

Friction Sleeve (Fs)

Pore Pressure Transducer (U)

Cone Tip (Qc)

Figure 1 - Cone Penetrometer

Cone Dimensions

Cone 10cm2 15 cm2

Dimension Penetrometer Penetrometer

Dlameter (cm) 35.7 43.7

Prowected llp 10 15 Area (cm)

Apex Al60 60 (dwem Sleev Surfoce 150 225 Area (cm2)

The electrical piezocone (CPTU) is the premier soil logging tool. The CPTU provides a rapid, reliable and economic means of determining soil stratigraphy, relative density, strength and equilibrium groundwater pressures.

ConeTec offers a choice of 2.5, 5, 10 and 15 ton tip (Qc) capacity cones. Our cones also have variable capacity friction sleeves (Fs) and pore pressure (U). The pore pressure can be measured at one of 2 locations, either on the face of the cone tip or behind the cone tip. Pore pressure dissipation data is recorded automatically.

All data is displayed in real time at the ground surface, facilitating the on site decision making process. Field data reduction, plotting and CPT interpretation can be carried out upon request.

2


The CPT testing was performed in accordance with our standard operating procedures as contained within the quality assurance plan developed for this project. A copy of the Quality Assurance Plan is contained in Appendix L.

2.2 Seismic Cone Testing

At locations specified by SWEC, shear and compression wave measurements were conducted using the cone penetrometer. The seismic signals, monitored using a geophone mounted in the cone as shown in Figure 1, were recorded using a digital oscilloscope. The shear and compression wave measurements were recorded at 1-meter intervals. A schematic of the shear wave testing configuration is shown in Figure 2. A beam and sledge hammer was used for the seismic source. Normal reaction for the beam was provided by the dead weight of the rig, by placing the tires of the rig on the steel beam.

GGER CIRCUIT

CONE DATA DIGITAL STORAGE ACQUISITION SYSTEM OSCILLOSCOPE

Shear Wav NORMAL FORCE Source

HAMMER WITH 44 CONTACT TRIGGER STEEL I - BEAM

Polarized Shear Wave Trace ----

TRI

e

FSEISMIC CONE PENETROMETER

Figure 2 - Schematic of Shear Wave Testing Configuration

3

4Report No. 05996.02-G(P030) Rev. I e Private Fuel Storage Facility

2.3 Resistivity Cone Testing

At locations CPT-37 and CPT-38, located within the canister transfer building, soil resistivity measurements were performed in conjunction with the cone penetration testing. The soil resistivity measurements are recorded using a

separate resistivity component that attaches to the standard cone penetrometer. The resistivity module records the in situ soil resistivity up to a maximum

resistivity of 273 ohm-meters. Figure 3 shows a schematic of the resistivity module connected to the cone penetrometer.

-THE ELECTIMCAL R"ISIIT E

The (RCF anal. loggi pent prov mea strat prov elect dete resis para

Insulation cont acci

"Electrodes grou estir groi Ider exte engi a re ther dart groi

Triaxial Geophones illus

or Accelerometer con (Vp & Vs)

Inclinometer (Ix & ly)

Thermistor (T)

Friction Sleeve (Fs) Load Cells

Pore Pressure Transducer (U)

Porous Filter Element • Cone Tip (Qc)

Figure 3 - Resistivity Cone Penetrometer

resistivity cone penetration test PTU) combines the downhole

ysis of soil resistivity and the ing capabilities of the cone ýtration test (CPTU). The RCPTU ides a rapid, reliable and economic ns of determining soil permeability, igraphy, and strength in addition to iding relative measurements of trical resistivity. The ability to rmine groundwater and soil stivity and various other soil meters in one operation on a near inuous basis allows for the irate profiling of contaminated Jndwater plumes as well as some mate of the rate and direction of indwater flow through the soil. itification of the lateral and vertical nt of contaminants enables the ineer/scientist to rapidly implement medial works or recovery program

reby mitigating the potential nage caused by contaminated undwater seepage. To the left is an tration of ConeTec s resistivity e.

Report No. 05996.02-G(P030) Rev. 1 * Private Fuel Storage Facility 5

2.4 Dilatometer Testing

Dilatometer testing was performed at 18 locations specified by SWEC. Each

dilatometer sounding was performed adjacent to a CPT sounding. Each of the

dilatometer soundings was performed in accordance with our Standard

Operation Procedures for Dilatometer Testing outlined within the Quality

Assurance Plan, contained in Appendix L, and in accordance with Report No.

FHWA-PA-87-024+84-24 "Guidelines for using the CPT, CPTU and Marchetti

DMT for Geotechnical Design, Vol. 3 of 4 - DMT Test Methods and Data

Reduction." The dilatometer consists of a thin, wedge-shaped probe, with a

circular metal membrane situated on one face of the probe, as shown in Figure

4. The dilatometer is approximately 14 mm thick by 94 mm wide by 230 mm tall.

The dilatometer used on this site investigation was manufactured by GPE, Inc. of

Gainesville, Florida.

The DMT test procedure consists of pushing the dilatometer to the desired depth

and then inflating the steel membrane to extend 1.1 mm into the surrounding

soil. Pressure readings are recorded when the membrane moves from its seated

position and just begins to move horizontally into the surrounding soil (A

reading), at the point where the membrane moves horizontally 1.1 mm into the

surrounding soil (B reading), and at the return of the membrane to the seated

position (C reading). The conversion of the DMT field data for use in

engineering analysis is a two step process. First, dilatometer indices are

determined based on the A and B pressure readings combined with the

estimated vertical soil stress and in situ pore water pressure. Second, common

soil parameters are determined from the indices based on theoretical and

empirical correlations. The soil parameters that are estimated from the DMT

readings are undrained shear strength (Su), overconsolidation ratio (OCR),

lateral earth pressure (Ko), friction angle (4), tangent modulus (M) and soil type.

3.0 CONE PENETRATION TEST DATA AND INTERPRETATION

3.1 CPT Data

The cone penetration test data, referenced to the depth below ground surface,

are presented in graphical form in Appendix A. Table 1 summarizes the CPT

investigation program.

The stratigraphic interpretation shown in the plots is based on relationships

between cone bearing Qc, sleeve friction Fs, and penetration pore pressure Ud.

The friction ratio Rf (sleeve friction divided by cone bearing) is a calculated

parameter that is used to infer soil behavior type. Generally, cohesive soils

have high friction ratios, low cone bearing and generate large excess pore water

6Report No. 05996.02-G(P030) Rev. 1 * Private Fuel Storage Facility

r-- FLAT PLATE DILATOMITER

Pressure Regulator and Readout Box

Figure 4 - Flat Plate Dilatometer

CONETEc

The flat plate dilatometer (DMT) is an in-situ test providing information about the soils's in-situ stratigraphy, stress, strength, compressibility, and pore water pressure for use in geotechnical design.

The test consists of pushing the dilatometer blade into the soil to the desired depth and measuring the pressure (gas) required to expand the circular steel membrane on the face of the blade 1.1rmm into the surrounding soil. The instrument has an indicator to inform the operator when the membrane has been inflated to zero deflection and to the full 1rmm deflection. The pressures at these two events are recorded. The membrane is then deflated with the operator recording the pressure when the membrane is at zero deflection again. The blade is then advanced to the next test depth where the test procedure is repeated. Tests are typically conducted at 20 cm to 30 cm (1 ft) intervals.

Interpretation of the Dilatometer Data is performed using the program DILLY developed by Schmertmann and Crapps, Inc. The program is based on the original interpretation methods developed by Marchetti.

Dilatometer Specifications

Dilatometer Detail Dimension

Blade Height (mm) 229 Blade Wldth (mm) 94 Blade Thickness (mm) 14 Diaphram Diameter (mm) 60 Friction Reducer Diameter (mm) 46.7 Push Rod Diameter (mm) 38.1 Push Rod Weight (kgfm) 6.6

Report No. 05996.02-G(P030) Rev. 1 9 Private Fuel Storage Facility

Table 1 - CPT Test Summar

Test Test Maximum Other Location Date Test Depth Tests

(ft.) CPT-1 4/24/99 29.20 Seismic CPT-2 4/24/99 26.41 CPT-3 4/24/99 28.87 Seismic CPT-4 4/24/99 27.89 CPT-5 4/24/99 25.26 CPT-6 4/24/99 24.28 Seismic CPT-7 4/27/99 29.36 CPT-8 4/27/99 27.39 CPT-9 4/27/99 27.72

CPT-10 4/27/99 26.74 CPT-1 1 4/27/99 25.26 CPT-12 4/27/99 25.59 CPT-13 4/27/99 27.89 Seismic CPT-14 4/27/99 27.07 CPT-15 4/27/99 28.21 Seismic CPT-16 4/27/99 26.57 Seismic CPT-17 4/27/99 25.92 CPT-18 4/27/99 26.74 Seismic CPT-19 4/28/99 28.87 CPT-20 4/28/99 28.21 Seismic CPT-21 4/28/99 29.69 Seismic CPT-22 4/27/99 28.21 Seismic CPT-23 4127/99 25.75 CPT-24 4/27/99 24.77 CPT-25 4/28/99 29.20 CPT-26 4/28/99 28.54 CPT-27 4/28/99 27.72 CPT-28 4/28/99 27.89

CPT-29 4/28/99 27.89 CPT-30 4/28/99 26.08 CPT-31 4/29/99 27.72 Seismic

CPT-32 4/29/99 30.18 CPT-33 4/29/99 29.69 Seismic CPT-34 4/29/99 28.54 Seismic CPT-35 4/28/99 27.89 CPT-36 4/28/99 26.41 Seismic CPT-37 4/23/99 30.84 Seismic, Resistivity

CPT-38 4/23/99 32.15 Seismic, Resistivity

CPT-39 4/29/99 24.61

CONETEC

7

Report No. 05996.02-G(P030) Rev. 1 9 Private Fuel Storage Facility

pressures. Cohesionless soils have lower friction ratios, high cone bearing and generate little in the way of excess pore water pressures. The interpretation of soils encountered on this project was carried out using correlations developed by Robertson et al., 1988, as shown in Figure 5. It should be noted that it is not always possible to clearly identify a soil type based on Qc, Fs and Ud.

Occasionally soils will fall within different soil categories on the classification charts. In these situations, experience and judgment and an assessment of the pore pressure dissipation data should be used to infer the soil behavior type.

3.2 CPT Data Interpretations

Many correlations have been developed for design parameters based on CPT

data. The following parameters are presented in graphical form in Appendices A, B, C, D, and E.

* Corrected Total Cone Resistance (Qt) * Sleeve Friction (Fs) * Pore Pressure (Ud) * Friction Ratio (Rf) * Pore Pressure Parameter (Bq) * Horizontal Permeability (k) * Drained Friction Angle (4) * Overconsolidation Ratio (OCR) * Undrained Shear Strength (Su) * Compressibility (Y) * Soil Behavior Type (SBT) * Equivalent SPT Value (SPT N(60)) * Resistivity (R)

In addition to the graphical presentation of the above data, the data is presented in tabular format in Appendix F, with the exception of the resistivity data, which is

presented in tabular format in Appendix B. A summary of the correlation methods and relevant references is provided in the Quality Assurance Manual, in Appendix L. The interpretations are presented only as a guide for

geotechnical use and should be carefully scrutinized for consideration in any geotechnical design.

Horizontal permeability and the Qt/N values are assigned to the individual soil

behavior type zones based on typical values as published by Lunne, et al (1997).

8

9Report No. 05996.02-G(P030) Rev. I * Private Fuel Storage Facility

r- CPT Classificatiom Chart

1000

0

S100

C o 10 0-

0 2 3 4 5 6 7 8

Friction Ratio (%), Rf

Zone IEI 2 E 3 4 . 5 N 6 7 8 9 10 11 12

Qt/ N 2 1

1.5 2 2.5 3 4 5 6 1 2

Soil Behaviour Type sensitive fine grained

organic material clay

silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt

sand to silty sand sand

gravelly sand to sand very stiff fine grained *

sand to clayey sand *

* overconsolidated or cemented

(after Robertson and Campanella, 1988)

Figure 5 - Soil Behavior Type Classification Chart

1


Soil stress calculations performed in the interpretations are based on a soil unit weight assigned to the specific soil behavior type zones. The soil unit weights used in the interpretations are based on laboratory tests performed by SWEC on borings CTB-N, CTB-S, CTB-5(OW) and CTB-4, which are located adjacent to CPT locations CPT-37 and CPT-38. The unit weights were determined by taking an average of the laboratory unit weights corresponding to the soil behavior type

zone from the corresponding CPT test. Where soil behavior type zones do not

correspond with laboratory data, unit weights were interpolated to correspond with the laboratory data, or are based on typical values published by Lunne, et al (1997). A summary of the values assigned to the soil behavior type zones is presented in Table 2.

Table 2 - SBT Assigned Values SPT Unit Wt. Unit Wt. D

Zone Qt/N (kN/m 3) (pcf) (cmls) Description

0 1.0 19.5 124.1 lx10"" Undefined

1 2.0 11.7 74.5 1.7x10-' Sensitive Fines

2 1.0 11.0 70.0 5x10e Organic Soil

3 1.0 11.7 74.5 5x10 Clay

4 1.5 12.5 79.6 5x10- Silty Clay

5 2.0 13.4 85.3 5x10-6 Clayey Silt

6 2.5 15.5 98.7 5xl V Silt

7 3.0 15.5 98.7 5x10 Sandy Silt

8 4.0 16.0 101.9 5xl 0 Silty Sand/Sand

9 5.0 16.0 101.9 5x 10 Sand

10 6.0 20.0 127.3 5.0 Gravelly Sand

11 1.0 20.5 130.5 lx10 Stiff Fine Grained

12 2.0 19.0 120.9 lx10 Cemented Sand

The undrained shear strength calculations were determined based on an

estimated Nkt value of 12.5. This Nm factor was determined based on the

average of the individual Nkt factors calculated from laboratory shear strength tests performed on samples from borings B-1, B-3, B-4, C-2, CTB-N and CTB-S,

and corresponding Qt valued observed in the nearest CPT test. The laboratory

shear strengths were determined from CU triaxial tests performed by SWEC.

The Nkt factor is calculated using the following equation:

S"Q, - C"

NI,

where: Su = Undrained shear strength Qt = Corrected total cone resistance a, = Total soil stress

Nkt = Correction Factor

10


The derivation of the Nkt factor used within the above equation is based on

undrained shear strengths (Su) determined by vane shear tests. Therefore, an

Su value determined from a triaxial test does not directly correspond to the Su

value used to establish the above equation. However, the Su value determined

by the triaxial test does give a general indication of the undrained shear strength

that can be used to establish the Nkt factor.

3.3 Shear Wave Velocity Measurements

Shear and compression wave velocity measurements were conducted in 16 of

the 39 CPT soundings. The shear and compression wave velocities results are

presented in graphical and tabular format in Appendix C. Additionally, plots of

the shear and compression wave amplitude versus time for each seismic

sounding are presented in Appendix C.

As indicated in Robertson and Woeller (1994), compressibility of the soil can be

inferred based on the relationship of normalized shear wave velocity and

normalized cone resistance, as indicated in the following equation.

where: qcl = Normalized cone resistance, in MPa Vsj = Normalized shear wave velocity, in m/s

Y = Compressibility

The parameter Y is controlled by grain characteristics, sand compressibility, age

and degree of cementation. For more compressible sands, the parameter Y will

increase since the cone penetration resistance (qoc) will decrease, while the

shear wave velocity (V.1) remains essentially constant. For aged or cemented

sands, Y will also increase since shear wave velocity will increase faster than

penetration resistance. Since sand compressibility has a strong influence on

cone penetration resistance, but little effect on shear wave velocity, sand

compressibility can be identified by comparing the cone resistance and the

corresponding shear wave velocity. Figure 6 shows that soil compressibility

increases with an increasing Y parameter. The Y parameter has been plotted in

addition to the shear and compression velocities, in Appendix C.

11

12Report No. 05996.02-G(P030) Rev. 1 9 Private Fuel Storage Facility

PROPOSED CORRELATION FOR ESTIMATING SAND COMPRESSIBILITY

150 Compressible

140 qci=

Alaska Tailings Sand where: qci

130 s

Montana Tailings Sand Y

120

10

1/kn

Pearl River

n MPa

in m/s

Sand

Fraser River Sand

Syncrude Tailings Sand

Incompressible

I W

2 0 30 4'0 50 60

(Robertson and Woeller, 1994)

Figure 6 - Sand compressibility relationship

110 -

100 -

90 -

80 -

700

r


4.0 DILATOMETER TEST DATA AND INTERPRETATION

4.1 DMT Data

Dilatometer tests were performed at 18 of the 39 CPT locations. The Dilatometer tests were conducted within approximately 5 feet of the CPT sounding. In order to minimize any effects from performing the CPT sounding, the diaphram of the dilatometer was always pointed away from the CPT sounding location. Table 3 summarizes the DMT investigation program.

Table 3 - DMT Test Summary DMT Maximum

DMVT Near CPT ITMaiu DM erCTTest Test Depth

Location Location Dat (etD Date (ft) I

DMT-1 CPT-38 4/23/99 31.00 DMT-2 CPT-37 4/24/99 30.01 DMT-3 CPT-1 4/29/99 28.04 DMT-4 CPT-4 4/29/99 28.04 DMT-5 CPT-5 4/29/99 25.09 DMT-6 CPT-8 4/30/99 27.07 DMT-7 CPT-10 4/30/99 27.07

DMT-8 CPT-12 4/30/99 25.26 DMT-9 CPT-39 4/29/99 12.79

DMT-10 CPT-18 4/30/99 26.41

DMT-1 1 CPT-20 4/30/99 27.56

DMT-12 CPT-22 4/30/99 26.57

DMT-13 CPT-24 4/30/99 24.61

DMT-14 CPT-31 4/30/99 27.07 DMT-1 5 CPT-34 4/30/99 29.04 DMT-16 CPT-36 4/30/99 27.07 DMT-17 CPT-27 4/30/99 27.07 DMT-18 CPT-29 4/30/99 27.89

4.2 DMT Data Interpretations

Correlations have been developed to determine design parameters based on the DMT pressure readings. The following parameters determined from the DMT testing are presented graphically in Appendix G.

0

0

S

0

S

Undrained Shear Strength (Su) Overconsolidation Ratio (OCR) Lateral Earth Pressure (Ko) Friction Angle (4) Tangent Modulus (M)

CONETEC

13

Report No. 05996.02-G(P030) Rev. 1 e Private Fuel Storage Facility

Dilatometer data interpretations were performed using a commercially available interpretation program produced by the University of British Columbia, called UBCDILLY. The program UBCDILLY is an enhanced version of the program DILLY, originally developed by Schmertmann and Crapps. A summary of the correlation methods and equations used within the DMT interpretations are contained in the FHWA guideline. In addition to the graphical output, the DMT

interpretations are presented in tabular format in Appendix H. Within the tabular data, a value of 9e9 indicates that the parameter was not calculated due to the

inappropriateness of the parameter for the given soil classification. For

example, the undrained shear strength is not calculated in a sandy soil.

5.0 QUALITY ASSURANCE PROGRAM

5.1 Quality Assurance Manual

A quality assurance manual was developed specifically for this project. The

manual outlines in detail the methods and practices that ConeTec performs to

insure that data is collected in accordance with ASTM Standards. The manual also outlines our standard operating procedures for performing CPT and DMT

testing. A copy of the Quality Assurance Manual is contained in Appendix L.

5.2 Calibration Records

The cone penetrometers and dilatometer pressure gauge were calibrated before and after completion of the site investigation. The cones were calibrated by

Adara Systems, Ltd. of Vancouver, B.C. The dilatometer pressure gauge was

calibrated by RUST Automation of Salt Lake City, Utah. The calibration records

for both the cones and the pressure gauge indicate that the calibration changes

were minimal and within the standards set forth in the ASTM. A copy of both the

before and after calibration records are contained in Appendix K.

Baseline readings were recorded at the beginning and the ending of each CPT

sounding. The baseline readings indicate that the cone penetrometers operated

well within acceptable criteria established by the ASTM Standard. Copies of the

baseline readings for each of the CPT location are contained in Appendix K.

Daily calibration of the dilatometer is performed by recording the AA and AB

measurements before and after each DMT test. Any change in the AA and AB

readings would indicate that the diaphram may have been overstressed during

the performance of the test. The change in the AA and AB readings recorded at

each DMT location was within the acceptable limits established within FHWA

report guidelines. Copies of the DMT data sheets showing the beginning and

ending AA and AB readings are contained in Appendix K.

14


5.3 Software Verification and Validation

The CPT plots and interpretations presented in this report have been produced using software developed by ConeTec. Each of the interpretation parameters determined by the software is based on published correlations. In order to verify

that the parameters produced by the software are consistent with the published

correlations, a separate software verification and validation report was prepared

and sent to SWEC. The software verification and validation report is consistent

with SWEC's quality assurance regulations. Additionally, standard operating

procedures for CPT data processing are outlined in the Quality Assurance Plan, contained in Appendix L.

6.0 CLOSURE

We appreciate the opportunity of providing these services to you. If you have

any questions regarding the contents of this report, please do not hesitate to contact our office.

CONETEC

15

Appendix A

Standard CPT Plots

CONETEC nlll

Appendix A

TABLE OF CONTENTS

Pages

1-39Standard CPT Plots (Qt, Fs, Rf, U, SBT)

CONETEC

( CONE TEC

0

0.0:

-5.0

-10.0

"- -15.0

cI

w -20.0 --Ci

(

0Fstsf Rf% Uft. Ot tsf 150 0.0 Fstf5,0 0.0 Rf%5.0 0 50

SBT:

Depth Inc.: 0.164 (ft)

(

SBT 0 1

App. A-1

((

SCONE•T

0

Site: CPT-2 Location: PFSF (05996.02)

Fs tsf5.0 0.0

Rf %5.0

SBT:

Cone: 20 TON A 041 Date: 04:24:99 11:01

U ft. 0 50 0SBT

Depth Inc.: 0.164 (ft) App. A-2

Stone & WebsterOt tsf

150 0.0

0.

-5.

-10.

(

4

C

EL +1

-20

-25.1

-30.

-35.

-40.0

---I

( ( (

0

0.0

-5.0 0 ..

-10.0

-15.0 ----

CL m -20.0 ----

-25.0

-30.0

-35,0 0 --

-40.01

Dept

Sto'ne & Webster Site: CPT-3 Cone: 20 TON A 041 Location: PFSF [05996.02) Date: 04:24:99 11:39

S150 0.0 Fs tsf 5.0 0.0 Rf % 5.0 U0 ft 50 0 SBT 12

SiltySand/Sand

Sandy Silt

Silt

%Silty Sand/Sand

Sandy Silt

..........-----------.... ..................... ...................... . ................................................ -- an-y-S--t

Silt

Sandy Silt

Silty Sand/Sand

> i Silty Sand/Sand

Sandy Silt

GrSilty Sand/Sand

Siiiii~i:!i~i!iiiiii San d y Silt -- -- -- - .. .. .. .. .. .. .. .. .. .. .. .. .... .... . . . . . ... ----- ------------ -------- • - ....................- ........... ............ .. . . . .--------- -::::::::::::: : ..........

i • Sand

S i BSilty Sand/Sand

c 1ASand ! ~Grvelly Sand

---------------------~ .. ..... ...... ...... ...... ....-- ----.......... ...................... -- ----.... ... .. .. ... ... ,. . . . . . ........... ------------.

..... ............ ----- -----------.............

.. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . ........................ ---- - - - -- -- ------..... ........... -- - -- - - -- -- -- -- --......-- -- -

SDepth:- 28.87 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

th Inc.: 0. 16 4 (ft) App. A-3

(-(

0


Fs tsf Rf % 5.0

SBT:

5.0 0.0

Cone: 20 TON A 041 Date: 04:24:99 13:18

U ft. 0

RF F

.. . .. .. ..

50 0 1 1

- . . . .

SBT

.. .............. -- -- -- -. .. .. Sandy Silt Silty Sand/Sand Sandy Silt Sand

Soil Behavior Type (Robertson and Campanella 1988)


Stone & Webster

Ot tsf150 0.0

0.

-5.

-10

-15

(

12

I1TT1 Sandy Silt

4

n -20.0

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

-25.

-30.

-35,

-40,

-- I

(COWN E =EC

0

0.0

-5.0

-10.0

"-" -15.0t' "- 20.

(D -20.0O-M-.

-25.0

-30.

-35

(S'ton•e & Webster Site: CPT-5 Cone: 20 TON A 070

Location: PFSF [05996.02) Cate: 04:24:99 15:06

at tsf Fs tsf Rf % _ U ft. rn n SBT I'

1T

IbU 0.U

SBT:

mm

.. I..I ... --- --- --

I I77

....... ... ........... . . ... -- ---- ........ ------------•: :• .. .. ..

....................


. u U.u


(

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

U0.U

((

CONE•

0

Site: CPT-6 Location: PFSF 105996.02)

Fs tsf5.0 0.0

Rf %5.0

Cone: 20 TON A 041 Date: 04:24:99 15:44

U ft. 050 0

SBT

0.

-5.


150 0.0

Stone & Webster

Ot tsf

"- 'T~7T :1 ISandy Silt Silt

Sandy Silt

S~Silt

Silt

.. .... ............ . . . . .---- ---- ----------!i~ .. .. ..

Sandy Silt

Silt

Sandy Silt

Silty adSn

Sandy Silt !i...........

S~Silt Sandy Sitr

:iSS••:ii~~i~~i Sandy Silt

Silty Sand/Sand ::::::::::::::::::: Sandy Silt

Silty Sand/Sand * % Gravelly Sand


-10.

(

-15.

-20.

(4-

0-

-25

-30.0

-35.0

-40.0 SBT:

App. A-6

--- 7

i

CONETEC

0

4-

C-

0.

-5,

-10.

-15.

-20.

-25.

-30.

I

(

Sto'ne &, Webster Site: CPT-7 Cone: 20 TON A 070 Location: PFSF 105996.02) Date: 04:27:99 10:35

Ot tsf 150 0 0 Fs tsf 5.0 0.0 Rf % 5U0 Uoft. 50 0 SBT 12

SBT:

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

------------ Silt

Sandy Silt

Silt Sandy Silt Silty Sand/Sand

---------.... Sandyit Silt

Silt i i•:• Sandy Silt S...... ... ....... S ilt

Silt ,•i,,iiiiiil~ii~l Sandy Silt

Silty Sand/Sand Sandy Silt

on and Campanella 1988)


(

(

0CONETC

0

0.0

-5.0 --

-10.0

-15.0 ....

(D -20.0 m

-25.

-30.

-35.

(Ston'e & Webster Site: CPT-8 Cone: 20 TON A 070

Location: PFSF C05996.02) Date: 04:27:99 10:01

Qt tsf Fs tsf Rf % U ft. () SBT

T

K

150 U.U :,U U.U

SBT:


(

UI I

It::.0. U

( ,CONET

0

0.

-5.

-10.

4-

CO3 w

-15

-20

-25.

-30.

-35

(

Ston/,e & Webster Site: CPT-9 Cone: 20 TON A 070 Location: PFSF [05996.02) Dlate: 04:27:99 09:31

Ot tsf

-40.0' May- Depth, 27.72 (ft)

150 0.0Fs tsf Rf % 5.0 0.0 5.0 U ft. 0

IIII ........... i ----------

50 0 1 1

SBT 12

77II

Silty Sand/Sand

Sandy Silt

W Sand

i ............ Behav -or Type (-obetsonand-a-- ae-- a1988

- --- -----------------

SB- o aE ye(oetsnadCmael 98


Silt

Sandy Silt

Silt

Sandy Silt

Silt Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

(

I ........

-30.0

-35.0

-40.0

(

Ot tsf Fs tsf Rf % U ft. SBT 0 150 0.0 5.0 0.0 5.0 0 50 0 12

-- - .................... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ........... .................... ................... ... -- - -........... ....................... --------- -------

--- ---------------- -----

0.

............... Siblty Sand/ Sand Sandy Silt

........ S i B a o...r ............. .... .

SBT: Soil Behavior Type (Robertson and Campanella 1988)


(

ensitive Fines

•ilt

,andy Silt

Silt Sensitive Fines

Silt

Candy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

StandySilt,

(

-5.

-10.

-15.-4-C

CI

-c 0� w 0 -20

-25

S

S S

S S S

............

...........

-----------

I

((

0

Site: CPT- 1I Location: PFSF [05996.02)

Fs tsf5.0 0.0

Rf %5.0

Cone: 20 TON A 070 Oate: 04:27:99 06:30

U ft. 0 50 0 1 1

SBT ii NE77


150 0.0

Stone & Webster

Ot tsf

(

II I III

0a

(D 0-

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt Silty Sand/Sand Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt Silt Silty Sand/Sand


-,-I

lii•!ii!i•iiii!i!{

.......... ............

(

0

0.07

-5,0 -0

-10.0

q-I LI

a: wl 0C

-15.

-20

-25

-30.

-35.

-40.

Ston1e k Webster Site: CPT- 12 Cone: 20 TON A 070

Location: PFSF [05996.02) Date: 04:27:99 07:57

E.. +•-• Pf 0/ t f t SBTUL LST

C

(

150 0.0 5.0 0.0 5.0

T

0

IIIIIIIII

50 0

Il III I iIIlT

------------- ----- ------------------

-------------- ... --- --------------

....................

............. ...................

------ ........... ------------------

------------------- ...................

S ............. So-l Behavior Type. (Robrtso an -ap-- a - - -------- ----- ------- ----


(

12

Sensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt Silt Sandy Silt Sand


rz_% b•l I%1 ]O

f.

.................... -------------------

150 0.0

( CONET

S ton~e & WebsterFs tsf 5.0 0.0 Rf% 5.0

Cone: 20 TON A 070 Date: 04:27:99 11:19

U ft. 0 50 0SBT

0.

-5.

-10.

-15,

-20

-25

-30

-35.

-40.0' May. Depth- 27.89 (ft)

ii~iiiiiiilliiiiiiii San dy Silt

Silt

Silty Sand/Sand

Silty Sand/Sand

Sandy Silt ........... ---------- }.......... ..........

Sandy Silt

Sit

Sandy Silt

.......... ......... ........... -------Silt

::::::::::::::::::: Sandy Silt ----------- ~; ....... ............. st

Silty Sand/Sand

S ----T- So -- Behavior... ------- oberson.a d a... .. ane..

'.7 ........... t............. ........... ... .... .. .

SBT: Soil Behavir Type (Robert~son and Campanella 1988)


Site: CPT- 13 Location: PFSF (05996.02)

0Ot tsf

(

12

I-•

q-I

0.1

0) C'-

--- 7

C

(

0

0.0 -7

-5.0

-10.0

-• -15.0

CI

(D -20.0 ---.

-25.0 --

-30.0 -

-35

( C

Stone & Webster Site: CPT- 14 Cone: 20 TON A 070 Location: PFSF [05996.02) Date: 04:27:99 12:35

UT LST

T


,..,,...,.., .. ,,,. Sandy Silt

Silt

Siii::iii:i.ii:i:~i:ii Sandy Silt

------t ..................... ..........-- -- -- -- ---- -.-- -- --- -- -- -- -- -- ---.-- --- -- .. .. ....-- -- -- -........... S l :ii~:! :ii!iiiii:?: Sandy Silt

S~Silt

:ii !i!i ii::i•!:! Sandy Silt

Silty Sand/Sand

• . Silt

::::::::::::::::::::::::: San dy Silt

Silty Sand/Sand

.Sil SBT:~ ~ ~ ~ ~~~~~it SolBhvo ye(RbrsnadCm and/Sand88

App.n-d

(

-40. 0' May- Depth- 28.21 (ft)


150 0.0

(


Fs tsf Rf % 5.0 0.0 5,

SBT:

Cone: 20 TON A 070 Date: 04:27:99 13:11

U ft. 0 50 0

1 1

SBTOt tsf

Stone & Webster

(

4

a 0) C-

App. A-15

( ('CONE T

Stone & Webster Site: CPT- 16 Cone: 20 TON A 070 Location: PFSF [05996.02) Late: 04:27:99 14:30

Ot tsf Fs tsf Rf %0 U ft. SBT 0 150 0.0 5.0 0.0 5.0 0 50 0 12

0.0-1 1 1 IM HIM Silt i:ii:i:i:;::iiiii::::ii: Sandy Silt

Silt

-i 0 . 0 --- --------- --- ---................... ----------- ...................... ----- ----- ------....... --- ------ ------- lt....

Clayey Silt "-- - - 1 0 . 0 .. .. ... ..... . . .................-- --- .........................--- --- ................. .. .-- --- ---- .................... .. . .................. ..... ............. il

Sty Sand/Sand Silt

Silt

- 2 5 .0 ..... ... ................. ...................................------ ---------------........ ..... Silt

Silty Sand/Sand

-3 5 .0 .... ------------ ................................................... ..............................................

-00Max. Depth. 26.57 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

Depth Inc. 0.164 (ft) App. A-16

(

SCON E

0

00.o0.

-5

-10

-154

c

(D m -20.

-25.

-30

-35

(

Stonte & Webster Site: CPT- 17 Cone: 20 TON A 070 Location: PFSF [05996.02) Date: 04:27:99 15:39

Ot tsf F Fs tsf

-.

-40,0' Max Depth: 25.92 (ft)

15U UURf %

5.0 0.0 5.0

T

SBT:

U ft. SBT U •.J U J. c

IFII T7T Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

.. . .. . . . .... . ... -- - - -- ............. S l Silt

:::::::::::::::::: San dy Silt

Silt ...... ............. ..... ------- Sandy. Silt Silty Sand/Sand

Soil Behavior Type (Robertson and Camnpanella 1988)


(

U @U U I IJ.d-

-7777

( ( C

0 CONE •ECite: CPT- 1 Cone: 20 TON A 070 Location: PFSF (05996,02) Date: 04:27:99 16:19

Ot tsf Fs tsf Rf % U ft. SBT

0 150 0.0 5.0 0.0 5.0 0 50 0 12

0,0 10 H I I Sensitive Fines

SandySilt

Silt

Clayey Silt

S.................Silty C a

Sandy Silt Silt Clayey Silt

Sandy Silt

-25 Sandy Silt

4-30

-3Sandy Silt M ....--- --- -- --- ---20 ..---- --- -.---.--.-- --- -- --- --- --- -- --- ---... ..... ... ... ... .. ... ... ... .. ....-- --- ---.---- --- -- --- --.... .. ...... ... ..

=:7 stiClayey Silt

S: San dy Silt

- 2 5 .0~ ~~ ~ .............. ------.------------.----.-------- ------------------...............-------------- ------- tit ...........................--. i~i)!i:[!:i)[ ii,!: :i Sandy Silt

S"(• Silty Sand/Sand

----------- .................................................................................................

- 3 5 . 0 ------- .. ...-------- . ... ... ... ... ... ... ... ......................... ........................ . . . . . . .. . . .

-40 May Dept 26.74 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

Depth Inc.: 0. 164 (ft) App. A-18

(

Ot tsf Fs tsf Rf % U ft. SBT 0 150 0.0 5.0 0.0 5,0 0 " 50 0

SBT:

0,

-5.

-10.

-15.

-20.

-25.



( (

Sensitive Fines Sandy Silt Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt Silty Sand/Sand Sand

(41

0W"

-30.

-35

App. A-19

----------

------------

-----------:::::::

C (CONE T

0

0.0

-5.0

-10.0

S- 1 5 .0 C

+I,•

S- 2 0 .0

-25.

'1 ] I I-i

StOte & W/ebster Site: CPT-20 Cone: 20 TON A 070 Location: PFSF (05996.02) Date: 04:28:99 09:47

ut LST 150 0.0 5.0 0.0 5.0 •0' 50 0 12

S"• E [:• q • --FI11 IIII III 1111 1 Sandy Silt

Sandy Silt

Silt

SnySilt

Silty Sand/Sand

.......................................... ........------....... ....... ------------- -- ........ ......... ..........---------:i:!•:i8!•::Sandy: Silt

i• Silt

.. . . . .. . . .. . .... . . . .. . .. . . . .. .. ... ................. ...................... . .. . .. .. .. . . --- --- -- --- --- -- --- -- -............--- --- r........... --::--:-----:: ::::::::: :.. . .. . S a n d y S il t

Silty Sand/Sand

Sand

... .. ... .. .. ... .. ... .. ---- -. ... .. .. ... .. .. ...................... ...................... .. ..... ....--- ---- ---- ... ........ ... ......... •... .......... ... .... .. ... .

Max. Depth: 28.21 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

Depth Inc.: 0 164 (ft) App. A-20

( CONE'Ti

0

CL

(

Stone & Webster Site: OPT-21 Cone: 20 TON A 070 Location: PFSF [05996.02) Date: 04:28:99 08:18

n+ +-P Fs tsf Rf %/n U ft. - SBT

-40.0' Max. Depth- 29.69 (ft)

150 0 .0


5.0 0.0 5.0

(

120 50 0 1 1

I IIlII lTI TTTITIII

..........

Silty Sand/Sand

Sand

..T.Soil .Behavio............r ......Type (- obert-n a ..

SBT: Soili Behavior Type (Robertson and Campanella 1988)

App. A-21

Sensitive Fines Clayey Silt Sensitive Fines

Silt

Clayey Silt

Sandy Silt

Silt Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

CCONETC

0

0.0

-5.0 --

-10.0

- -15.0

0c

( -20.0 mD

-25.

-30.

(Stont•e & Webster Site: CPT-22 Cone: 20 TON A 070

Location: PFSF [05996,02) Date: 04:27:99 18:33 Ot tsf Fs tsf .. Rf % u n ft. ln n SBT 1D

T N

/

15U U.U

SBT:


C

U:D.U U.U D. U ,_1U IJ -I. ¢.-

(

0

(

Sto'ne & Webster Site: CPT-23 Cone: 20 TON A 070 Location: PFSF [05996.02) Date: 04:27:99 17:56

Ot tsf150 0.0

Fs tsf 5.0 0.0Rf %

5.0U ft. 0 50 0

1

SBT 12

May- Depth- 25.75 (ft)


0. ThT TTfT 7TITTFIM

......... .

............

...........

-----------

Silt Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt

Sandy Silt Silty Sand/Sand Silt Silty Sand/Sand


App. A-23

I.

-5.

-10.

(

-15

-20

4

a) 4, M1

-25.

-30.

-35.

-40.0 I

CONEi~ -- IC

0

(.

a) 0) C

0.

-5.

-10.

-15.

-20.

-25.

-30.

-35.

(

Stone & Webster

Ot tsf


Fs tsf 150 0.0 5.0 0.0 Rf% 5.0

Cone: 20 TON A 070 Oate: 04:27:99 17:31

U ft. 0

SBT:

SBT 50 0

Depth Inc.: 0.164 (ft)App. A-24

(

12

(CONET

0

(I

awL

0.0

-5.0

-10.0

-15.0

-20.0

-25.0

-30.0

(Ston•e & Webster Site: CPT-25 Cone: 20 TON A 070


Ot tsf Fs tsf Rf % U ft. rn n SBT 1o150 U0U

SBT:

r-TT-TT

" I...........

(

Clayey Silt Silt

Sandy Silt

Silt

Clayey Silt

Silt

Silty Sand/Sand

Sand Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

i • Silty Sand/Sand Sand

"i ......eh o............ T e (d.. ............ aa............

So ehair Type (Robertsonan Cam;panela 1988)


U JU U -I. •L.D. U U. U 0. U

(

Site: CPT-26 Cone: 20 TON A 070 Stone & Webster Location: PFSF [05996.02) Date: 04:28:99 12:02

CONE"

0Fs tsf Rf % 5.0 0,0 5.0

Max Deptlh 28.54 (ft) SBT:

U ft. 0

mm7rn,5

IIp�,I�I�I

0 0

L

SBT

11JIIIII0.

-5.

oi Behavior T p(...... .. erso............ an.....e.



(

Ot tsf

(

150 0.0

Sensitive Fines Silt Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand Sandy Silt Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt Silt

Sandy Silt


-10.

-15.4

a f -20

-25.

-30.

-35

-40.0

2

(Sto'e& Weobst er Site: CPT-27 Cone: 20 TON A 070


. .U.I + P P II ft SBT0

0.0

-5.0O---

5.0 0.0 5.0

SBT:

0

TflT7

S

50 0

(

12

,.

----------- ------------ .......... ........... ~ y sl Sandy Silt

MENEM. Sand



(

UT TST

17777

------------ ----------

............ -------

150 0.0

-10.

4-I.

(..

C21

-15.1

-20.

-25.

-30

-35

-40.

IIIII

F'• b ,-.'I'I• I I% I ,.tO

I I

Silt

Sandy Silt

Silt Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

.

( CONE EC

0

0

-5

-10,

Cl

a

-15.

-20.

-25.

-30.

-35.

-40.

(


150 0.0

Site: CPT-28 Location: PFSF 105996,02)

Fs tsf5,0 0.0

Rf %5.0

SBT:

Cone: 20 TON A 070 Date: 04:28:99 12:58

U ft. 0 50 0SBT 12


(

CONETE'

0

(

Stone & Websterýt tsf

150 0.0

Site: CPT-29 Location: PFSF 0D5996.02)

Fs tsf 5.0 0.0Rf %

5.0

Cone: 20 TON A 070 Oate: 04:26:99 13:26

U ft. 0SBISBT 50 0

0.

-5.

-10.

-15,0

-20.

-25.

-30.

-35.

-40.0' Max. Depth- 27.89 (ft)

I I I I I{ {I II I'•[TT[Tsensitive Fines

Silt S Sensitive Fines

Silt

Clayey Silt

Silt

Sandy Silt


SI.,Silty Sand/Sand

! Silt

.. ........... .. . . ............ .----------- :::::::: ..........

Sandy Silt

i Silt

'•............ . ..... ... ii:ii ::iiiii::!i.......... SSandy Silt

Silty Sand/Sand

----oil --- ---ehavior--- Ty-e-(- ober ..on.ad.C.. .... e.

SBT: 'Soil Behavior Type (Robertson and Carnpanella 1988)


(

12

4

n fZ

---I

( (

CONE E•C CONEt W seTSitce: CPT-30 Cone:. 2D TON A 07D Ston e & W ebster Location: PFSF [05996,02) Date: D4:26:99 13:56

Ot tsf Fs tsf Rf % U ft. SBT 0 150 0.0 5.0 0.0 5.0 0 50 0 12

0.0 Silty Clay Silt Clayey Silt Silt

Clayey Silt

- 5 . 0 -- --------------------- .... --------------- -------- - .................... .------- -------- - ........... . S ilty C la y

Clayey Silt

Sit

- 1 0 . 0 ............................................. .- -- - -............... .. .. ..-- -- -- -- -- -- -- -- ... .. .. ......... S a n d y S ilt

Silt

- 1 5 0 ---- --- --- ---..... ...--- --- --- --- -- --- --- -.. ...... ... .. ... ..---- --- --- -- --- - .. ...... ... ... ..... ... ... ... ...--- -- --- --- --- ---.-- --- -- - ---- --- ySa d y lil

4.

CIc

" -............ S--2 0 . 0 .. ..... .. ..... --------------................ .......................- --- ------ --- ..... ----- Silt

- 2 5 , 0 .............. . .-- --------- .............................. ..... ------........................ .:::::::::::: -- ---- --- -- ----- -----......... ..... ..... .. -- --- S an d y Silt

- 3 0 . 0 ----------------. ... ..... ... . .................. .. ... .... ......... .....

-40.0 Maxy Depth- 26.08 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

Depth Inc.: 0.164 (ft) A!� ')A

App. M-OU

(

( (

Sto'ne & Webster Site: CPT-31 Cone: 20 TON A 070 Locacion: PFSF (05996.02) Date: 04:29:99 11:22

Ot tsf 150 0.0 Fs tsf 5.0 0.0 Rf % 5.0 U0 ft 50 0 SBT 12

CONE ECII

0

0. 0 -.

-5. o --

I I I I I I

7:

---- Soil -Behavior ........... (Robetson and---- pa--- a 198

SBT: Soil Behavior Type (Robertson and Camnpanella 1988)


(

TflT7

)...................

S........... i............-10

c-I

M4

-15.

-20.

Clayey Silt Sandy Silt

Silt

Clayey Silt

Silty Clay Clayey Silt Silty Clay

Clayey Silt


Sandy Silt

Silty Sand/Sand

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt Silt

Sandy Silt

Silty Sand/Sand

Sand

-25.

-30.

-35.

-40.

1Iiiii•iiiiiiiii ..........

( (

I Ot tsf Fs tsf Rf % U ft. SBT 0 150 0.0 5I0 0.0 5.0 0 50 0 12

;ensitive Fines

i ....

----------- ----------

----------

...........

.......... ...........

...........

-------- ---- -----------

i i ...................... (.... e. tso -nd-...p..e....19

$BT: Soil Behavior Type (Robertson and Campanella 1988)


(

4.,

c4-


Sandy Silt

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Sand

I

(

0

0.

-5

-10.

C-

4-, )

m C

-15

-20

-25.

-30.

-40.0

( (

Sto'ne & Webster Site: EPT-33 Cone: 20 TON A 070


Ot tsf Fs tsf 150 0.0

Rf % 5.0 0.0 5.0

SBTT:

U ft. 0 50 0 1I

""I'll'

SBT12

ITI77F7

0ý> 'Sandy Silt Silty Sand/Sand

Silt

Silty Sand/Sand



Sensitive Fines Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Silt Sandy Silt Silty Sand/Sand Sandy Silt

Silt

Sandy Silt

Silt

.

( ( (

Ot tsf Fs tsf Rf % U ft. SBT 0 150 0,0 5.0 0,0 5,0 0 50 0 12

j I 1 II I I Silty Clay

Silt.

Clayey Silt

- ,0 ................... - -- - -.............. .............. Silty Clay Clay

Silty Clay

Clay Silt

-1 0 .0 --------- ..... ------------- -

Sandy Silt

........................ ... ..... ...... ......... ........ ...... ilty Sand/Sand

- 1 5 . 0 ............... ....................................---------.....

! : : Sandy Silt

Silty Sand/Sand

zi

41

(D -2 0 . 0 .... .... .... .... .. .... ...----- ---- ----- ---- ---.- -.-- ---- ----- ---- --..---.-----.-.-.----..... .... ..... ............. .... ......... ....

-- -20.0-Sandy Silt Silt Clayey Silt

Sil

- 3 0 , 0 ............................................. ... . . . . . . . .

-40.0 Pl nth 2854 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

App. A-34Depth Inc.: 0.164 (ft)

(

Stone & Webster Site: CPT-35 Location: PFSF (05996.02)

Cone: 20 TON A 070 Oate: 04:28:99 16:07

0

0.0

( -5.0

-10.0.

-~-15.0---

.

-.- ,

( -.20.0---0

Ot tsf 150 0,0Fs tsf Rf % 5,0 0.0 5,0


( (

U ft 0 50 0 1 1

SBT

77FTI Silt

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt


Silty Sand/Sand

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

-- ---- ----------- ................ ...

SBII. Soil Behavior Type (Rbertson and Carnpanella 1988)

--7

12

(

0.

-5.

-10.

Cl

(

r-) a,

-15

-20

-25

-30.

-35.

-40.0

(

Stone & Webster

Ot tsf150 0.0

Site: CPT-36 Location: PFSF [05996.02)

Fs tsf5.0 0.0

Rf %5.0

SBT:

Cone: 20 TON A 070 Date: 04:28:99 14:32

U ft. 0 50 0SBT


(----i

(( ( ý CONE Stone &Ce-bste Site: EPT-37 Cone: 20 TON A 041

- Location: PFSF [05996.02) Date: 04:23:99 11:36

0 Ot tsf 150 0.0 Fs tsf 5,0 0.0 Rf % 5.0 Uo0 ft 50 0 SBT 12

Sandy Silt

Silt

Slaydy Silt -- Silt 0 Clayey Silt

Sandy Silt

Silt

Sandy Silt - 1 . .... . .. .. . .. .. ............. ... ............. .. --- ----- ------ . . ..... -- ........... .i.t .. .. .. n... ... .a n... .

S~.................. ............... -............ i..... Silt

Silt

-*.Clayey Silt -2 5 0 .............................. ......................... . ..-- ---......... ...• ---------. ............---- .......... ................... .. ....... ..... ....-- ---. ..... .. ..S i l t•, Sandlt

.. .. .. .. .. .. .......-- ............. .. . . -- -- -- -- d-- --- -n d

- 3 5 . 0 .............................. ... ... ... ... ... ... ...... ... ............... .. .. ........... -- --. .....-- --- ----

-40.0 May- Depth- 30.84 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)


((

Qt tsf Fs tsf Rf % U ft. SBT 0 150 0.0 5.0 0.0 5.0 0 50 0 12

L i I

. ., . . . I I I I . .I I silt Sandy Silt

Silt Clayey Silt Silty Clay Silt

.. ... .... ........... ...........--- ----

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Silty Sand/Sand

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Silt Sandy Silt

Silty Sand/Sand

Silt > Gravelly Sand



C

-4

W -4-

App. A-38

(

0

(S'to'n)e & Webster Site: CPT-39 Cone: 20 TON A 070

Location: PFSF (05996.02) Date: 04:29:99 16:12

Ot tsf Fs tsf Rf % JU ft. SBT1bU U.U j.U U.U

0.

-5.0 -- .........

-10.0

-15.0.

- 1 5 . 0 ....... ...... ............... .................

-20.0. ............

- 2 5 .0 .. ............................................

- 3 0 , 0 ........ ....... .................

- 3 5 . 0 ..............................................

-40.0 Maxy Depth- 24.61 (ft)

HI 111 Sensitive Fines

Sandy Silt

Silt

Sandy Silt

>: Silt

.B olBhvo ye(oeto and C.:. pSandy Silt

::::::::::::: S n ySilt

::::::::::::::: Sandy Silt

SI•:SoilBeh~or ype l~brtso andCa SandySlta198


(

.4

C4

01

U J.LZ). U I)U U

Appendix B

Resistivity CPT Plots

and

Tabular Data

CONETEC

Appendix B

TABLE OF CONTENTS

Pages

Resistivity CPT Plots (Qt, Rf, U, R, SBT)

Resistivity Data Files

CONETEC mm

1-2

3-12

0.0

-5.0

10.01

.15.0

-20.0-

(

0 Ot tsf 150 0.0 Rf % 5.0 Uo ft. 50 0 Res. ohm-n3 0 0 SBT 12

SBT:

( (

C-.

C"

-25.0

-30.0

-35.0

-40.Maxy Depth 30.84 (ft)


App. B-1

[ ]

-- --- .. ..... ....--- -- -- -- --- -- -- -- -

..... • ... .. ............. ..................... .

-- ---- -- - - -- -........ ... .. I-- -- -- --

------------ ................

(-I

(

CONEJEC

0

0.1

-5.

-10,

(4�

-c a a)

(


150 0.0

Site: CPT-38 Locaton: PFSF

Rf %5.0

Cone: 20 TON A 041 Date: 04:23:99 15:06

(05996.02)

U ft. 0Res. ohm-rn

50Res. ohm- 0

SBT:


App. B-2

(

0 12RRT

TTTTTT

...........S.......................

------ ----

.. ....

-- ------- -----

App. B-3

CONETECResistivity Data File

99-315 Stone & Webster Private Fuel Storage Facility 4/23/99 CPT-37

Depth Qc Fs Ud R (M) (tsf) (tsf) (ft) (ohm-m)

0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.10 1.15 1.20 1.25 1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65

Job No.: Client: Location: Date: CPT No.:

4.72 15.49 21.92 20.90 19.69 18.03 15.42 14.02 14.66 14.72 14.59 15.10 14.59 14.21 12.81 11.02 13.89 19.31 25.62 42.82 57.23 47.09 36.26 33.39 33.46 30.14 26.00 42.38 31.80 23.71 19.12 17.52 16.63

0.02 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.07 0.03 0.05 0.15 0.33 0.72 1.25 1.65 1.68 1.42 1.35 0.39 0.33 0.23 0.23 0.33 0.23 0.26 0.18

0.14 -0.09 -0.23 -0.09 -0.05 0.14 -0.14 -0.19 -0.23 -0.23 0.19 0.00 -0.09 -0.61 -0.19 0.00 -0.28 -0.19 -0.19 -0.38 -0.14 -0.09 -2.25 -1.74 -6.90 -4.36 -0.52 0.38 1.08 0.99 0.99 1.13 0.89

273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00

Depth Qc Fs Ud R

(M) (tsf) (tsf) (ft) (ohm-m)

App. B-4

1.70 16.06 0.17 1.22 273.00 1.75 16.63 0.17 0.99 273.00

1.80 17.78 0.20 1.13 273.00 1.85 18.93 0.26 1.03 273.00 1.90 20.01 0.35 1.13 273.00 1.95 19.31 0.45 0.89 273.00 2.00 20.39 0.44 1.13 273.00 2.05 20.97 0.39 1.08 273.00 2.10 21.79 0.41 1.03 273.00 2.15 19.76 0.40 1.08 273.00 2.20 19.05 0.43 0.99 273.00 2.25 19.18 0.45 0.99 273.00 2.30 18.99 0.48 2.35 273.00 2.35 18.54 0.86 8.07 273.00 2.40 19.88 0.60 10.51 273.00 2.45 24.02 0.63 3.38 242.20 2.50 16.31 0.53 2.72 273.00 2.55 17.08 0.50 3.99 117.60 2.60 16.76 0.43 5.30 0.55 2.65 18.35 0.42 6.52 0.60 2.70 17.72 0.45 7.60 0.73 2.75 19.44 0.47 8.45 2.94 2.80 21.03 0.50 9.20 8.36 2.85 19.63 0.52 10.00 273.00 2.90 20.39 0.49 11.12 273.00 2.95 16.25 0.46 12.72 273.00 3.00 14.47 0.43 14.69 273.00 3.05 14.78 0.37 15.30 273.00 3.10 14.85 0.35 14.45 273.00 3.15 16.38 0.33 10.23 273.00 3.20 16.00 0.36 13.09 273.00 3.25 16.38 0.36 13.98 273.00 3.30 15.93 0.60 16.38 273.00 3.35 15.61 0.67 17.13 273.00 3.40 23.64 0.71 7.93 273.00 3.45 20.84 0.68 9.86 273.00 3.50 20.65 0.64 11.59 273.00 3.55 22.43 0.50 15.39 257.80 3.60 19.25 0.43 16.00 273.00 3.65 25.87 0.41 16.66 273.00 3.70 26.83 0.27 5.02 273.00 3.75 29.19 0.18 4.04 272.00 3.80 36.39 0.10 1.97 273.00 3.85 37.47 0.10 1.92 273.00

Depth Qc Fs Ud R (M) (tsf) (tsf) (ft) (ohm-m)

App. B-5

3.90 34.67 0.09 1.55 273.00 3.95 32.25 0.18 1.13 273.00

4.00 30.27 0.15 1.03 273.00

4.05 28.42 0.24 0.99 273.00

4.10 27.40 0.33 1.13 273.00 4.15 19.50 0.27 2.77 273.00 4.20 16.38 0.20 4.46 273.00 4.25 19.25 0.12 5.07 89.33 4.30 36.64 0.10 4.04 273.00 4.35 36.58 0.33 1.78 273.00 4.40 27.66 0.34 0.19 273.00 4.45 20.52 0.47 2.30 273.00 4.50 22.30 0.37 3.52 0.67 4.55 33.52 0.22 5.12 0.62 4.60 60.80 0.15 5.16 0.66 4.65 80.30 0.32 0.70 0.78 4.70 87.11 0.41 0.99 14.37 4.75 92.34 0.57 1.50 272.27 4.80 108.21 0.65 1.31 273.00 4.85 111.46 0.61 1.08 272.67 4.90 123.18 0.61 1.22 273.00 4.95 131.72 0.66 1.17 273.00 5.00 138.48 0.73 1.22 272.93 5.05 144.85 0.72 1.17 273.00 5.10 135.87 0.67 1.22 272.60 5.15 118.40 0.64 1.08 273.00 5.20 101.84 0.48 1.03 241.87 5.25 90.62 0.41 0.94 273.00 5.30 86.22 0.34 0.99 273.00 5.35 87.11 0.49 0.66 273.00 5.40 83.74 0.77 -0.56 273.00 5.45 68.82 0.84 1.13 273.00 5.50 59.01 0.96 1.92 273.00 5.55 39.19 0.81 0.94 273.00 5.60 28.49 0.67 1.97 273.00 5.65 31.93 0.74 2.77 273.00 5.70 37.60 0.71 2.30 0.74 5.75 30.84 0.70 2.25 1.27 5.80 26.70 0.65 2.91 32.17 5.85 27.72 0.64 3.33 199.27 5.90 31.35 0.68 3.52 76.93 5.95 28.80 0.63 3.29 225.00 6.00 23.58 0.56 4.18 216.27 6.05 25.04 0.52 4.79 273.00

Depth Qc Fs Ud R


6.10 6.15 6.20 6.25 6.30 6.35 6.40 6.45 6.50 6.55 6.60 6.65 6.70 6.75 6.80 6.85 6.90 6.95 7.00 7.05 7.10 7.15 7.20 7.25 7.30 7.35 7.40 7.45 7.50 7.55 7.60 7.65 7.70 7.75 7.80 7.85 7.90 7.95 8.00 8.05 8.10 8.15 8.20 8.25

I

App. B-6

25.36 31.61 32.88 35.69 39.51 39.64 40.85 40.08 41.49 40.72 40.72 38.87 43.21 47.67 42.38 32.82 29.89 27.91 26.45 25.55 25.43 24.92 21.99 20.90 21.79 20.46 28.36 28.93 22.69 19.63 23.64 23.52 24.15 24.09 26.51 25.68 32.18 26.00 23.96 28.10 23.83 24.66 32.18 38.55

0.54 0.61 0.61 0.54 0.61 0.45 0.60 0.72 0.73 0.60 0.67 0.59 0.53 0.53 0.66 0.69 0.62 0.52 0.48 0.50 0.50 0.52 0.47 0.39 0.83 0.84 0.75 0.70 0.56 0.52 0.44 0.41 0.47 0.52 0.59 0.67 0.68 0.64 0.65 0.61 0.62 0.65 0.67 0.85

4.97 5.54 5.16 5.58 6.57 4.60 0.94 1.78 2.82 4.04 5.02 2.72 3.75 3.90 2.02 1.88 3.43 5.07 5.87 7.93 10.56 11.26 12.76 14.31 15.11 16.57 25.90 24.97 14.31 16.10 16.33 11.78 13.14 14.55 13.94 9.24 8.63 5.87 7.32 8.45 6.95 8.17 8.35 7.41

12.16 273.00 22.87

204.73 201.47 201.60 201.60 201.73 201.67 201.67 201.87 201.93 273.00 22.17

273.00 201.27 193.33 203.47 204.60 203.60 205.13 204.80 205.00 205.33 195.40 203.60 273.00 204.13 41.73 173.53 9.79 9.06 3.09 3.01

142.87 12.69 48.20 0.33

20.71 273.00 273.00 273.00

1.14 4.56

Depth Qc Fs Ud R


8.30 36.83 0.70 5.77 273.00

8.35 42.00 0.58 6.38 273.00

8.40 57.35 0.61 -0.19 273.00

8.45 56.78 0.96 -0.56 273.00

8.50 50.22 1.05 -0.05 273.00

8.55 52.45 1.01 1.50 273.00

8.60 61.18 1.12 0.33 0.86

8.65 50.73 1.06 0.19 273.00 8.70 55.12 1.04 1.97 273.00 8.75 52.77 1.08 0.75 0.00 8.80 47.29 1.17 1.22 0.00 8.85 47.41 1.19 2.49 0.00 8.90 40.59 1.25 2.53 0.00 8.95 44.23 1.10 2.82 0.00 9.00 77.11 0.96 4.69 0.00 9.05 103.24 0.93 2.58 0.00 9.10 129.94 1.22 1.27 0.00

9.15 128.41 1.37 0.80 0.00 9.20 141.41 1.55 0.38 0.00 9.25 182.19 1.70 0.19 0.00 9.30 190.99 1.66 -0.09 0.00 9.35 182.19 0.02 -0.19 0.00 9.40 190.86 0.02 -0.19 0.00

App. B-7

CON ETECResistivity Data File


Depth Qc Fs Ud R


0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.10 1.15 1.20 1.25 1.30 1.35 1.40 1.45 1.50 1.55 1.60 1.65

2.00 2.10

22.11 34.54 36.90 33.39 30.21 28.29 26.00 25.24 25.36 29.70 36.96 65.26 68.63 42.89 30.65 22.18 19.18 23.77 20.33 20.01 17.52 21.41 22.94 17.40 17.27 15.61 14.59 11.98 11.60 11.53 10.13

0.02 0.02 0.02 0.03 0.04 0.05 0.02 0.02 0.08 0.20 0.39 0.76 0.98 1.59 2.41 2.61 1.96 0.99 0.54 0.54 0.46 0.37 0.28 0.26 0.32 0.35 0.42 0.49 0.45 0.37 0.32 0.27 0.25

0.14 0.28 0.23 0.19 0.19 -0.23 0.00 0.14 0.14 0.19 0.09 -0.38 0.33 1.08 2.58 -0.52 -8.21 -0.33 -0.14 -0.09 -3.52 -4.41 -1.22 -0.19 0.19 0.23 0.99 1.13 1.03 0.94 0.47 0.84 0.80

Job No.: Client: Location: Date: CPT No.:

App. B-8

273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00

1.70 1.75 1.80 1.85 1.90 1.95 2.00 2.05 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.45 2.50 2.55 2.60 2.65 2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20 3.25 3.30 3.35 3.40 3.45 3.50 3.55 3.60 3.65 3.70 3.75 3.80 3.85

App. B-9

10.45 10.39 11.22 12.68 11.09 12.04 12.36 12.81 13.57 12.30 11.53 10.96 12.04 15.68 14.21 14.02 13.57 13.06 15.29 14.21 14.53 14.34 14.59 14.85 14.34 13.83 14.34 14.59 14.27 15.10 15.04 13.06 19.25 32.69 24.66 23.64 35.30 49.52 63.34 57.35 48.50 44.61 40.59 32.69

0.27 0.25 0.26 0.28 0.31 0.30 0.25 0.25 0.23 0.20 0.18 0.38 0.40 0.36 0.31 0.25 0.21 0.20 0.23 0.24 0.24 0.25 0.24 0.25 0.25 0.24 0.24 0.24 0.23 0.25 0.27 0.62 0.52 0.56 0.41 0.36 0.28 0.24 0.18 0.12 0.11 0.19 0.48 0.41

1.22 1.17 1.03 1.41 1.41 3.24 4.46 8.54 10.04 14.59 23.14 30.50 37.50 11.54 18.68 22.53 26.84 32.10 38.81 44.68 52.00 58.10 64.57 71.05 77.62 83.16 85.41 88.84 93.48 97.28 103.20 99.11 83.67 0.70 1.13 2.63 0.52 0.75 0.94 0.99 1.03 0.94 0.70 0.99

273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 16.45 96.73

273.00 239.20 273.00 20.13 176.67 273.00 215.40 273.00 272.80 253.13 261.67 199.40 268.73 227.33 273.00 188.80 197.80 259.80

0.70 0.67 14.37

273.00 273.00 273.00 273.00 273.00

Depth Qc Fs Ud R


3.90 3.95 4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40 5.45 5.50 5.55 5.60 5.65 5.70 5.75 5.80 5.85 5.90 5.95 6.00 6.05

31.42 74.94 91.19 93.55 101.33 113.05 120.44 127.84 129.24 119.36 112.67 108.14 108.34 116.17 131.47 143.00 150.78 160.65 165.24 161.23 141.22 118.98 108.65 98.58 87.82 95.27 102.28 98.14 81.38 119.30 103.56 70.04 49.90 33.27 30.78 30.40 30.53 31.99 28.23 26.45 26.00 27.98 33.52 35.37

0.29 0.33 0.35 0.40 0.43 0.52 0.64 0.66 0.75 0.75 0.67 0.65 0.60 0.60 0.68 0.78 0.86 0.93 0.99 0.97 0.87 0.66 0.57 0.85 0.83 0.88 0.98 0.84 1.12 1.08 1.16 1.20 1.02 0.89 0.68 0.60 0.60 0.60 0.56 0.54 0.54 0.64 0.76 0.85

6.15 6.48 0.80 0.70 0.80 0.75 0.42 0.61 0.70 0.42 0.42 0.38 0.47 0.47 0.33 0.33 0.42 0.23 0.33 0.00 -0.05 -0.14 -0.23 -0.33 0.56 0.33 -0.47 -0.28 -0.52 0.56 -0.19 -0.19 0.19 0.75 0.99 2.06 0.99 -0.66 -1.45 0.19 0.38 1.45 1.74

-1.55

273.00 146.07 273.00 273.00 273.00 273.00 273.00 273.00 273.00 262.60 196.73 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00 273.00

7.67 0.00 0.90 0.12 0.12

273.00 94.87

273.00 273.00 273.00

App. B-IO

Depth Qc Fs Ud R


6.10 6.15 6.20 6.25 6.30 6.35 6.40 6.45 6.50 6.55 6.60 6.65 6.70 6.75 6.80 6.85 6.90 6.95 7.00 7.05 7.10 7.15 7.20 7.25 7.30 7.35 7.40 7.45 7.50 7.55 7.60 7.65 7.70 7.75 7.80 7.85 7.90 7.95 8.00 8.05 8.10 8.15 8.20 8.25

38.75 42.31 45.44 40.59 40.59 46.39 43.91 41.87 39.13 40.15 39.64 39.32 35.11 31.86 31.35 28.80 28.68 27.72 26.26 26.38 23.01 23.64 22.43 24.85 25.36 37.09 26.64 21.22 25.11 24.02 22.37 29.89 28.10 31.80 34.79 33.27 31.42 30.40 24.53 29.51 32.44 28.42 33.01 42.95

0.92 0.80 0.80 0.76 0.71 0.84 0.85 0.86 0.78 0.80 0.77 0.73 0.66 0.62 0.61 0.60 0.60 0.54 0.59 0.55 0.46 0.33 0.29 0.99 0.90 0.92 0.73 0.60 0.39 0.34 0.49 0.54 0.73 0.64 0.89 0.87 0.85 0.63 0.62 0.61 0.59 0.69 0.79 1.17

-0.66 -0.47 -0.89 -0.52 2.02 -1.13 0.33 1.03 2.30 4.65 5.02 6.05 1.13 4.36 7.65 10.98 14.69 19.29 22.01 25.01 27.78 32.29 36.51 42.14 11.87 10.84 4.32 6.48 8.63 5.96 9.43 12.95 12.39 14.31 15.35 5.58 8.54 10.37 11.54 14.69 13.47 14.92 18.96 19.80

273.00 273.00 273.00 273.00 273.00 159.27 272.73 273.00 273.00 273.00

0.60 123.87 273.00 211.87 273.00 273.00 257.00 273.00 183.20 273.00 273.00 173.07 273.00 173.93 273.00 273.00 273.00 16.47 0.63 0.59 0.64 0.85 1,08 1.28

54.60 47.27 0.33 0.83 0.00

148.53 8.58

273.00 273.00

7.29

App. B-11

Depth Qc Fs Ud R


8.30 8.35 8.40 8.45 8.50 8.55 8.60 8.65 8.70 8.75 8.80 8.85 8.90 8.95 9.00 9.05 9.10 9.15 9.20 9.25 9.30 9.35 9.40 9.45 9.50 9.55 9.60 9.65 9.70 9.75 9.80

55.76 59.71 42.19 42.06 54.68 68.89 59.39 46.01 46.84 43.59 45.37 44.42 49.13 70.23 114.77 136.18 146.57 152.18 148.29 130.96 129.36 183.15 155.49 84.76 79.34 50.03 35.62 157.79 239.68 264.40 332.97

i I

1.01 1.08 1.28 1.19 0.95 1.05 1.18 1.30 1.38 1.28 1.28 1.25 1.35 1.26 1.34 1.31 1.42 1.58 1.98 1.73 1.82 1.94 1.92 2.20 2.50 2.04 1.50 1.52 1.94 0.02 0.02

14.50 0.94 1.92 2.96 3.75 1.17 0.19 2.53 5.16 4.69 8.35 7.56 10.79 10.14 3.52 0.42 -0.09 -0.23 -0.47 -0.09 -0.23 0.00 -0.33 -0.33 -0.23 0.23 0.28 1.50 -0.38 -0.33 -0.42

App. B-12

0.00 273.00 273.00 273.00

0.85 1.17

39.00 273.00 273.00 55.13 21.13 273.00 273.00 273.00

1.65 273.00 183.47

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

Appendix C

Seismic CPT Plots

and

Tabular Data

CONETEC

Appendix C

TABLE OF CONTENTS

Pages

Seismic CPT Plots (Qt, Vp, Vs, Y, SBT) 1-16

Seismic Wave Velocity Calculation Sheets 16-32

Seismic Wave Amplitude versus Time Plots 33-64

CONETEC

( ~( CONE'EC SStone & Webster Site: CPT-1 Cone: 20 TON A 041

Location: PFSF [05996.D2) Date: 04:24:99 09:26

0 Ot tsf 150 3.OK Vp(ft/s) 2.OK 0.OKVs(ft/s)1 2K 0 250 0 SBT 12

0"10II I I I.0K fII 2.0 0IK12KI 25 0 12~ll Sl

0.0 silt Sandy Silt

Silt.

Clayey Silt

Silt

S~Clayey Silt

-i0,0 .........................------............ .........................................------------.... ........ .... Silt

Sandy Silt

Silty Sand/Sand -- - 1 5 . 0 ............. .. .. ........ ....... ........................ ... ........ ...- ---................ ....... ........... .................... ...... ......... ........

SandySl

C _-20.0............. .. ......................

SilSandy Silt

-- 2 5 . 0 ... ..... ... ..... . .. ... .. ....... ....................... ......... . . ....................... ... .... ... .... .... .... .... ..... ... San dy Silt

S~Silty Sand/Sand

-30,0 ..................................................................---...............................................----- --- ...................

- 3 5 .0 .............................................

-40.0 Max Depth. 29.20 (ft) SBT: Soil Behavior Type (Robertson and Campanella 1988)

Depth Inc.: 0.164 (ft) App. C-1

(

Ot tsf Vp(ft/s) Vs(ft/s) 0 150 ].OK V2.OK 0.OK 1.2K


y SBT 0 250 0 12

1 I

-5.C

-15.(

-20.

Itl7777Ti


App. C-2

(

m

4

C

Ef

a)

-25

-30

-35.

Sity Sand/Sand Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt


Sand

Gravelly Sand

.......... ............

CONE~ Stone & Webster Site. OPT-6 Location: PFSF [05992,02)

0 Ot tsf 150 D.OK Vp(ft/s) 2.OK 0.OK VS(ft/S)1.2K

-5.

-10

4

4

43

C3

Cone: 20 TON A 041 Date: 04:24:99 15:44

0 250 0 12

T7777II7 IIII



/(

Y SBT

I

.................. ....... ...........

-------------- ......... .......

------------------- ......... .........

........... ------- ........... .. ....

.................... --------------

........... ..........................

---------------------

............. ........

.....................

------------- ........

......................

-- ---- ------

.. .... . ....

.............

App. C-3

"Sandy Slt Silt

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

silt Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand Sandy Silt Silty Sand/Sand Gravelly Sand

(

0 Qt tsf 150 J.OK 02.K 0.OK VS(ftS)1,2K 0 250 0 12 015 D .O2 .OI

Sandy Silt

Silt

Clayey Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

SBT: Soil Behavior Type (Robertson and Campanela 1988)


4

a w:

Ii

.................. ......... ......

.................. --------- ---

................... ...............

................... ...............

........... ..............

App. C-4

(

O s pt/)Vs(ft/s) YSBT 0Ot tsf 150 3.OK Vp(ft/s) 2.OK 0.OK 1.2K 0 250 0 12 0I. .I

Max Deptl- 28.21 (ft)

0.

-5. .......... -------- ....... ..............

...................... ..........

...................... --------- ---------

...................... ------- .............

............. ........ ......................

...................... .....................


(

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt Clayey Silt

... i Sandy Silt

Silt Sandy Silt Silt Clayey Silt

Silt

Sandy Silt Silt

Clayey Silt

Silt

..... :.:.:........:::::..: --- -- -- -- --- ---- -- -Sandy Silt

Silt Sandy Silt Sand


-10

(I

A-,

a W m

-15.

-20.

-25

-30

-35.0

-40.0

................... ......... .........

.................... ......... .........

-------------------- ...................

................... ...................

.................... --------

SBT:

((

CONE TEC

Ot tsf 150 3.OK Vp(ft/s) 2.OK OKVs(ft/s)1.2K 0

..................... ......... .... -----

............. ........ . ..........

...................... ---------------------

...................... ---------------------

...................... ----------------------

SBT 250 0 12

t I I


0

4-I

Cl-

(

SBT:

App. C-6

CONE E

00.

-5

-10

-I-, CI

-c -I-, a 03 C

-15

-20.

-25.

-30.

(


-40.0' Max Depth: 26.74 (ft)


Vp(ft/s) 150 3.0K 2.OK

I I I I I I

Vs(ft/s) 0.OK 1.2K 0

SBT:

Cone: 20 TON A 070 Date: 04:27:99 16 19

y 250 0

SBT 12


!

...................

................................ -------- ..... ...

...................... ......................

...................... ---------------------

...................... -----------------

------------- ...............

-------------- ------- ------

-------------- ---------------

CCONE T~

0

0.

-5.0

-10.0

�f�3 LI

£ -I-, a w C

-15.

-20.

-25.

-30.

-35

(Stone & Webster Site: CPT-20 Cone: 20 TON A 070

Location: PFSF (05996.02) Date: 04:28:99 09:47

Ot tsf Vp(ft/s) Vs(ft/s) ., nr SBT in

-40.0' Max. Depth- 28.21 (ft)

150 .UK " ur U.UN I.RNI I

.......i ------:--------- .......... Sandy Silt

Silty Sand/Sand Sandy Silt Silty Sand/Sand Sand



Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

................... ........

I

------------- -------- . ............

....................... -------------------

............................................

......................----------------------

-------------------- -----------

.................... .......... -------

----------------...................

WCONE EC

0

C

-P Q-I CD M a)


-40,0' Ma. Deptlh 29.69 (ft)


150 3. OK Vp(ft/s) 2.OK 0.OKVs(ft/s)1.2K0

Cone: 20 TON A 070 Date: 04:28:99 08:18

Y250 0 12




Silt

Clayey Silt

Sandy Silt

Silt Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Y 5BI

(

CONE

0

Stone & Webster Ste: CPT-22 Cone: 20 TON A 070

Locaton: PFSF (05996.02) Date: 04:27:99 16:33

n+ + -PU (-f+ /c)• .(f t /S) 7 SBTUL I-ua--' 0 250 0150 D.OK \ O.' 2.0K .OK . 2K

0.

-5.

-10.

-15.

-20.

-25.0 -----------

- 3 0 . 0 -------------------------..- .- .----------.....

-30.0.

-40.0Max. DepthE 28.21 (ft) SBT:

I- I -- I I I- I I- - I1I1II1I I Sensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

......................................... ------ -. San dy Silt

Silty Sand/Sand

Sand


Depth Inc.: 0.164 (fIt) App. C-10

1.2

-C

C]

(

Ot tsf Vp(ft/s) Vs(ft/s) y SBT 0 150 9.OK 2.OK 0.OK 1.2K 0 250 0 12

-- -- -- -- --- -- -- -- --- -- -- -

Clayey Silt

Sandy Silt

Silt

Clayey Silt


Clayey Silt


Sandy Silt

Silty Sand/Sand

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt Silt

* Sandy Silt -----------iiiiiiii i ............... -------Silty Sand/Sand

Sand

: .................... T o................... (.obertson an

SBT:. SOiU Behavior Type (Robertson and Campanella 1988)


, (

0.

-5.1

-10,

-15.

-20.

4

-C a 0) MD

-25

-30.

(

[llll

...............

...............

................

App. C-1 1

(

0

0.07

-5.0

-10.0

"-15.0---

C'+1 CI

S-20,0..

-25.

-30.

(

Stonbe & Webster Site: CPT-33 Cone: 20 TON A 070 Location: PFSF [05996.02) Date: D4:29:99 09:30

Ot tsf

T

Vp(ft/s) Vs(ft/s) 150 J.OK 2.0K 0.0K 1.2K

.. .... .... .-- ---

0Y

250 0 1 I

SBT 12

W Sensitive Fines

Silt

Sandy Silt

... Silt

Clayey Silt

Silt


Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand


Depth Inc.: 0.164 (ft)App. C-12

................

---------- ----

-.... .........

........ ....... I

................

........... ------------............. I ........

......................

(

0

0.07

-5.0

-10.0

-'-15.0 --4-I

( -20.0 --n-

-25.

-30.

-35.

(

Sto'n-e & Webster Site: CPT-34 Cone: 20 TON A 070

Location: PFSF [05996.02) Late: 04:29:99 06:09

n+ + -P ln (f±/IS Vs(ft/s) Y SBT 'U

T

/

150 D.OK '. ' 2,OK 0.OK 1. ".2K 0 250 0

Silty Clay

Silt

Clayey Silt

--------------------~ .. .... ....----- --- -- -- - S ilty C lay

Clay

Silty Clay

Clay

Silt ----------- :::::: : -- -- .... .. .....-- --

Sandy Silt

S........ Silty Sand/Sand :::::::::::::::::::: Sandy Silt

Silty Sand/Sand

--------------- ...... ------ .......... Silt

Clayey Silt

"Silt

Sandy Silt

S -T:-Soil-Beha----- Type ( ...e..... and-----p-n---a-1988)

SBT: Soil Behalor Type (Robertson and Campanella 1988)


(

12

.................... ...................

App. C-13

CONEITEC

0

1 .

-10.

LI

-" aL w) 0

-15.

-20.

-25.

-30.

-35.

-40.01

(

Stone & Webster

Ot tsf


0150 D.OK Vp(ft/s) 2.OK 0.OK Vs(ft/s)1.2K

Cone: 20 TON A 070 Date: 04:28:99 14:32

Y SOTSBT 250 0

::: Sandy Silt Silt S... .............. .......................... Sit S a d a d

Silty Sand/Sand Sand

SBT: Soil Behavior Type (Robertson and Campanefla 1988)


............ ......

................ ......

................

................I ................

App. C-14

Sensitive Fines

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt Silty Sand/Sand Sandy Silt Silty Sand/Sand Sandy Silt

Silt

(

SCONETE

0

0.0

-5.0

-10.01

15.04i

0

a) C) -20.0o

-25.0


.... ...•..... ............... ............................

-- ------- ---- .. ............

'-lv iH ] H IlL

- 3 5 . 0 ----------------............. ....................... ........

-40.0. Maxy Depth. 30.84 (ft)

(


0Vp(ft/s) Vs(ft/s) 50 J.OK 2.0K 0.0K 1.2K

SBT:

Cone: 20 TON A 041 Date: 04:23:99 11:36

Y250 0

1 I

SBT

,n and CarnpaneUa 1988)

Depth Inc.: 0.164 (ft)App. C-15

Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt


(

( CONEEC

0

4

C (D 0J

0.

-5,

-10,

-15.

-20.

-25.

-30.

(

Stone & Webster

Ot tsf

Site: 0PT-36 Location: PFSF [05996.02)

Vp(ft/s) 150 3.0K 2.0K 0Vs(ft/s) 0.0K 1.2K

Cone: 20 TON A 041 Date: 04:23:99 15:06

7 250 0



SBT 12

TITI

I- --------- --------

.... ... .... ... .. ---- ---- -- ---

(-- 7

I ISilt Sandy Silt Silt Clayey Silt Silty Clay Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt Silt Sandy Silt

Silty Sand/Sand

Silt Gravelly Sand

-----------------

------------ ----------

................... -------------------

App. C-17

CONE EC

Job No.: Client: Location Date: CPT No.:

Seismic Wave Velocity Calculations


Geophone Offset (m): Source Offset (m):

0.20 0.56

Vs Vs Vp Vp Test Ray Incremental Interval Interval Interval Interval Interval

Depth Path Distance Depth Time Velocity Time Velocity (m) (m) (m) (m) (ms) (m/s) (ms) (m/s)

0.90 0.90 1.90 1.79 0.89 1.2 4.92 181.6 2.56 349.0 2.90 2.76 0.97 2.2 7.02 137.8 3.00 322.5 3.90 3.74 0.98 3.2 5.44 181.0 2.97 331.5 4.90 4.73 0.99 4.2 3.79 261.5 2.18 454.6 5.90 5.73 0.99 5.2 4.10 242.5 2.08 478.0 6.90 6.72 1.00 6.2 3.62 275.1 2.51 396.8 7.90 7.72 1.00 7.2 3.83 260.3 2.56 389.4 8.90 8.72 1.00 8.2 2.87 347.6 1.82 548.2

Vs Vp Interval Interval Interval Y Depth Velocity Velocity Parameter

(ft) (ft/s) (ft/s)

3.9 596 1145 180 7.2 452 1058 134 10.5 594 1087 154 13.8 858 1491 195 17.1 795 1568 175 20.3 902 1301 207 23.6 854 1277 191 26.9 1140 1798 188

App. C-18

SCONE EC - -





0.20 0.63



0.75 0.84 1.75 1.67 0.84 1.05 4.26 196.4 2.16 387.4 2.75 2.63 0.95 2.05 6.85 139.2 2.97 321.1 3.75 3.61 0.98 3.05 4.96 197.3 3.00 326.3 4.75 4.59 0.99 4.05 4.59 215.2 2.59 381.4 5.75 5.59 0.99 5.05 3.77 263.2 1.87 530.6 6.75 6.58 0.99 6.05 3.64 273.2 2.71 367.0 7.75 7.58 1.00 7.05 3.23 308.4 2.15 463.3 8.75 8.57 1.00 8.05 3.04 327.9 1.74 573.0


(ft) (ft/s) (ftls)

3.4 644 1271 209 6.7 457 1053 136 10.0 647 1070 171 13.3 706 1251 152 16.6 863 1740 169 19.8 896 1204 201 23.1 1011 1519 206 26.4 1076 1879 156

App. C-19

CONE EC - -





0.20 0.63



0.75 0.84 1.75 1.67 0.84 1.05 5.04 166.0 2.61 320.6 2.75 2.63 0.95 2.05 5.48 174.0 2.53 376.9 3.75 3.61 0.98 3.05 4.07 240.5 2.60 376.5 4.75 4.59 0.99 4.05 4.63 213.4 2.50 395.2 5.75 5.59 0.99 5.05 3.88 255.7 2.45 405.0 6.75 6.58 0.99 6.05 3.72 267.4 1.55 641.7


(ft) (ft/s) (ftls)

3.4 545 1052 186 6.7 571 1236 163 10.0 789 1235 194 13.3 700 1296 166 16.6 839 1328 204 19.8 877 2105 210

App. C-20

CONETEC





0.20 0.74



0.75 0.92 1.75 1.72 0.80 1.05 4.41 180.4 2.54 313.2 2.75 2.66 0.94 2.05 5.76 162.8 3.03 309.4 3.75 3.63 0.97 3.05 4.88 199.0 2.50 388.4 4.75 4.61 0.98 4.05 3.60 273.2 2.17 453.2 5.75 5.60 0.99 5.05 3.55 278.7 2.25 439.7 6.75 6.59 0.99 6.05 3.70 268.3 2.25 441.1 7.75 7.59 0.99 7.05 3.68 270.2 2.44 407.6

Vs Vp

Interval Interval Interval Y Depth Velocity Velocity Parameter

(ft) (ft/s) (ft/s)

3.4 592 1027 194 6.7 534 1015 155

10.0 653 1274 165 13.3 896 1487 183 16.6 914 1442 195 19.8 880 1447 193 23.1 886 1337 189

CONE EC - - Seismic Wave Velocity Calculations

Job No.: 99-315 Client: Stone & Webster Location Private Fuel Storage FacilityDate: CPT No.:

4/27/99 CPT-15


0.20 0.56

App. C-21



0.85 0.86 1.85 1.74 0.88 1.15 5.85 151.2 2.13 415.2 2.85 2.71 0.97 2.15 5.81 166.3 2.40 402.5 3.85 3.69 0.98 3.15 5.74 171.5 2.78 354.0 4.85 4.68 0.99 4.15 3.48 284.7 2.26 438.4 5.85 5.68 0.99 5.15 3.93 252.9 2.24 443.8 6.85 6.67 1.00 6.15 3.63 274.3 2.40 414.9 7.85 7.67 1.00 7.15 3.75 265.8 2.29 435.3


(ft) (ft/s) (ft/s)

3.8 496 1362 184 7.1 545 1320 171 10.3 562 1161 156 13.6 934 1438 206 16.9 830 1456 189 20.2 900 1361 202 23.5 872 1428 196

CONE'EC - -





0.20 0.76

App. C-22


Depth Path Distance Depth Time Velocity Time Velocity (M) (M) (M) (M) (ms) (mis) (ms) (m/s)

0.80 0.97 1.80 1.77 0.80 1.1 4.48 179.2 2.07 387.9 2.80 2.71 0.94 2.1 5.66 165.6 2.81 333.6 3.80 3.68 0.97 3.1 5.11 189.9 2.94 330.1 4.80 4.66 0.98 4.1 3.72 264.3 2.23 440.8 5.80 5.65 0.99 5.1 3.91 252.9 2.32 426.3 6.80 6.64 0.99 6.1 4.03 246.2 2.34 424.1 7.80 7.64 0.99 7.1 3.73 266.6 2.50 397.7


(ft) (ft/s) (ftls)

3.6 588 1272 193 6.9 543 1094 168 10.2 623 1083 164 13.4 867 1446 210 16.7 830 1398 189 20.0 808 1391 185 23.3 874 1305 186

App. C-23

CONE EC - -





0.20 0.61



0.80 0.86 1.80 1.71 0.86 1.1 5.63 152.2 2.50 342.7 2.80 2.67 0.96 2.1 6.63 144.5 2.76 347.2 3.80 3.65 0.98 3.1 4.95 198.1 2.12 462.6 4.80 4.64 0.99 4.1 4.15 238.3 2.47 400.4 5.80 5.63 0.99 5.1 4.39 226.2 2.15 461.8 6.80 6.63 1.00 6.1 3.72 267.5 1.93 515.5 7.80 7.62 1.00 7.1 3.79 262.9 2.34 425.8

m m m m


(ft) (ft/s) (ftls)

3.6 499 1124 177 6.9 474 1139 155 10.2 650 1517 180 13.4 782 1313 187 16.7 742 1515 171 20.0 877 1691 212 23.3 862 1397 193

App. C-24

CONE EC





0.20 0.71



0.80 0.93 1.80 1.75 0.82 1.1 5.13 160.0 3.31 248.0 2.80 2.70 0.94 2.1 6.31 149.7 2.19 431.4 3.80 3.67 0.97 3.1 4.05 240.5 2.10 463.9 4.80 4.65 0.99 4.1 3.16 311.7 1.97 500.1 5.80 5.64 0.99 5.1 3.68 269.1 2.27 436.3 6.80 6.64 0.99 6.1 3.71 267.7 2.35 422.7 7.80 7.63 1.00 7.1 3.55 280.3 2.16 460.7


(ft) (ft/s) (ftMs)

3.6 525 813 171 6.9 491 1415 148 10.2 789 1522 194 13.4 1023 1640 212 16.7 883 1431 194 20.0 878 1386 187 23.3 919 1511 201

---- j

App. C-25

CONE EC -I I





0.20 0.41



0.85 0.77 1.85 1.70 0.93 1.15 4.89 190.5 2.71 343.8 2.85 2.68 0.98 2.15 7.42 132.3 2.90 338.4 3.85 3.67 0.99 3.15 4.63 214.1 2.78 356.6 4.85 4.67 1.00 4.15 3.61 275.6 2.14 465.0 5.85 5.66 1.00 5.15 4.02 248.0 1.99 500.9 6.85 6.66 1.00 6.15 3.66 272.6 2.36 422.8 7.85 7.66 1.00 7.15 3.92 254.7 2.29 436.0 8.85 8.66 1.00 8.15 3.21 311.1 1.67 598.0


(ft) (ftls) (f/s)

3.8 625 1128 230 7.1 434 1110 138 10.3 702 1170 187 13.6 904 1525 205 16.9 813 1643 177 20.2 894 1387 199 23.5 835 1430 189 26.7 1021 1962 176

App. C-26

CONE EC - -





0.20 0.69



0.85 0.95 1.85 1.79 0.84 1.15 4.56 184.3 2.15 390.9 2.85 2.74 0.95 2.15 6.01 158.1 2.26 420.3 3.85 3.71 0.98 3.15 4.22 231.3 2.79 349.9 4.85 4.70 0.99 4.15 4.02 245.3 2.37 416.1 5.85 5.69 0.99 5.15 3.31 299.4 2.20 450.5 6.85 6.69 0.99 6.15 4.00 248.4 2.60 382.2 7.85 7.68 1.00 7.15 4.05 245.8 2.39 416.5


(ft) (ftls) (ft/s)

3.8 605 1282 191 7.1 518 1379 154 10.3 759 1148 184 13.6 805 1365 183 16.9 982 1478 189 20.2 815 1254 165 23.5 806 1366 167

App. C-27

CONEIEC - -





0.20 0.41



0.80 0.73 1.80 1.65 0.92 1.1 5.43 170.3 3.56 259.8 2.80 2.63 0.98 2.1 6.11 160.5 2.82 347.7 3.80 3.62 0.99 3.1 3.59 276.1 2.54 390.2 4.80 4.62 0.99 4.1 3.69 269.6 1.97 505.1 5.80 5.61 1.00 5.1 3.47 287.2 1.90 524.6 6.80 6.61 1.00 6.1 3.63 274.9 2.13 468.4 7.80 7.61 1.00 7.1 3.63 275.0 1.90 525.4


(ft) (ft/s) (ft/s)

3.6 559 852 208 6.9 526 1140 161 10.2 906 1280 212 13.4 884 1657 188 16.7 942 1721 203 20.0 902 1536 193 23.3 902 1723 186

App. C-28

CONE EC





0.20 0.79



0.90 1.06 1.90 1.87 0.82 1.2 5.29 154.8 2.54 322.5 2.90 2.81 0.94 2.2 5.51 170.3 3.01 311.8 3.90 3.78 0.97 3.2 3.66 265.1 2.38 407.6 4.90 4.77 0.98 4.2 3.57 275.2 1.93 509.1 5.90 5.75 0.99 5.2 3.59 275.4 2.20 449.3 6.90 6.75 0.99 6.2 3.74 265.2 2.40 413.3 7.90 7.74 0.99 7.2 3.65 272.3 2.71 366.8 8.90 8.74 1.00 8.2 3.31 300.7 2.05 485.5

- - M


(ft) (ft/s) (ft/s)

3.9 508 1058 172 7.2 559 1023 168

10.5 869 1337 209 13.8 903 1670 185 17.1 903 1474 190 20.3 870 1356 193 23.6 893 1203 200 26.9 986 1593 180

CONE'EC -I





0.20 0.86

App. C-29



0.80 1.05 1.80 1.82 0.77 1.1 5.68 135.2 2.51 305.9 2.80 2.74 0.92 2.1 6.73 137.0 2.89 319.1 3.80 3.70 0.96 3.1 4.65 207.0 2.62 367.5 4.80 4.68 0.98 4.1 3.55 275.6 2.51 389.8 5.80 5.67 0.99 5.1 3.62 272.4 1.77 557.0 6.80 6.66 0.99 6.1 3.84 257.8 2.45 404.1 7.80 7.65 0.99 7.1 3.61 275.0 2.48 400.3


(ft) (ftls) (ft/s)

3.6 443 1003 161 6.9 449 1046 153 10.2 679 1205 170 13.4 904 1279 192 16.7 893 1827 184 20.0 846 1326 188 23.3 902 1313 206

App. C-30

CONE EC - -





0.20 0.58


Depth Path Distance Depth Time Velocity Time Velocity (M) (m) (M) (M) (ms) (mIs) (ms) (m/s)

0.80 0.83 1.80 1.70 0.87 1.1 4.65 186.5 2.08 417.0 2.80 2.66 0.96 2.1 4.51 213.3 3.29 292.4 3.80 3.65 0.98 3.1 4.41 222.8 2.34 419.9 4.80 4.64 0.99 4.1 4.06 243.8 2.46 402.4 5.80 5.63 0.99 5.1 3.25 305.7 2.14 464.3 6.80 6.63 1.00 6.1 4.12 241.6 2.33 427.2 7.80 7.62 1.00 7.1 3.89 256.2 2.21 451.0


(ft) (ft/s) (ft/s)

3.6 612 1368 196 6.9 700 959 197

10.2 731 1377 171 13.4 800 1320 175 16.7 1003 1523 200 20.0 793 1401 165 23.3 840 1479 179

App. C-31

CONE EC - -





0.20 0.58



1.35 1.29 2.35 2.23 0.94 1.65 5.57 168.6 2.87 327.1 3.35 3.20 0.98 2.65 5.24 186.3 2.93 333.1 4.35 4.19 0.99 3.65 4.37 225.9 2.74 360.4 5.35 5.18 0.99 4.65 3.88 255.7 2.48 400.1 6.35 6.18 0.99 5.65 3.81 261.1 2.25 442.1 7.35 7.17 1.00 6.65 3.72 267.8 2.51 396.9 8.35 8.17 1.00 7.65 4.31 231.4 2.70 369.3 9.35 9.17 1.00 8.65 3.59 277.9 2.24 445.4


(ft) (ftls) (ftls)

5.4 553 1073 171 8.7 611 1093 184

12.0 741 1182 215 15.3 839 1312 204 18.5 856 1450 156 21.8 878 1302 201 25.1 759 1211 182 28.4 912 1461 198

App. C-32

CONE EC - -!R





0.20 0.53



1.30 1.22 2.30 2.17 0.94 1.6 6.63 142.5 2.45 385.6 3.30 3.14 0.98 2.6 5.99 163.5 2.96 330.8 4.30 4.13 0.99 3.6 4.04 244.8 2.44 405.4 5.30 5.13 0.99 4.6 4.03 246.5 2.12 468.6 6.30 6.12 1.00 5.6 3.62 275.0 2.34 425.4 7.30 7.12 1.00 6.6 4.03 247.3 2.16 461.5 8.30 8.12 1.00 7.6 3.69 270.3 2.79 357.6 9.30 9.12 1.00 8.6 3.42 291.8 2.13 468.6


(ft) (ft/s) (ft/s)

5.2 467 1265 151 8.5 536 1085 180 11.8 803 1330 220 15.1 808 1537 152 18.4 902 1395 161 21.6 811 1514 182 24.9 887 1173 211 28.2 957 1537 203

(

Job No.: 99-315

0

2

4

6

'a.,

w

8

10

0 10

(

Client: Stone & Webster

T iMe(his)

20 30

(

Location: Private Fuel Storage Facility

40 50

CPT-1 S-WAUE

App. C-33

(

Job No.: 99-315

((.

Client: Stone & Webster Location: Private Fuel Storage Facility

T ime(us)18 24 30

CPT-I P-WAUE

App. C-34

a 60

2

12

4

6

£

40

Z

8

10

10

((

Job No.: 99-315

0

2

Z

£U a

4

6

8

10

0


T ime(ms)

20 30


40 50

CPT-3 S-WAUE

App. C-35

(

Job No.: 99-315

0

2

4

Z

0. -w

6

0 10


T ime(hs) 20 30

(


40 50

8

10CPT-3 P-WAUE

App. C-36

!

(

Job No.: 99-315

0

Z

.1.

w

10

(


T ime(Ms) 20 30


40 50

CPT-6 S-WAUE

App. C-37

(

Job No.: 99-315

0

Z (U

a-

10


T iue(ms)6 12 18

(


24 30

CPT-6 P-WAUE

App. C-38

( (

Job No.: 99-315

0

£

0. W


T ime(Ms)0 10 20 30

(


40 50

CPT-13 S-WAUE

App. C-39

( (

Job No.: 99-315

0

E

V

0. 41

ai 0


T ine(ms)

6 12 18


24 30

CPT-13 P-IAUE

App. C-40

(

Job No.: 99-315 Client: Stone & Webster

(


T ime(n.s)

30 40 50

CPT-15 S-WAUE

App. C-41

0 10 200

2

4

£ %.0

(U a, 6

8

10

(

Job No.: 99-315 Client: Stone & Webster

C


T ime(ms)18 24 30

CPT-15 P-WAUE

App. C-42

0 6 120

2

4

r

aJ6

8

10

(

Job No.: 99-315

0

2

4

.C -w

6

8

10

0 10


T ime(ms) 20 30


40 50

CPT-16 S-WAUE

App. C-43

(

(

Job No.: 99-315

0

2

4

.

'I.

6

8

10


T ine(ns)0 6 12 18


24 30

CPT-16 P-WAVE

App. C-44

i t

((

Job No.: 99-315

0

.a oJ

0 10

Client: Stone & Webster T iMe(Ms)

20 30


40 50

CPT-18 S-WAUE10

App. C-45

f

6

((

Job No.: 99-315

0

2

4I-'

0. w

6

a

10

0


T iMe(ms)

12 18

(


24 30

CPT-18 P-WAUE

App. C-46

(

Job No.: 99-315

0

2

4

w 0

6

8

10

0


T iMe(Ms) 20 3010

(


40 50

CPT-20 S-WAUE

App. C-47

(

(

Job No.: 99-315

£ -w

[21,2

Client: Stone & Webster T ine(ns)

0 6 12 18 24 3

4

6

8

10


0

CPT-20 P-WAUE

App. C-48

(

(

Job No.: 99-315

0

2

%0

Z

I

4C

w

4

6

8

I0

0 10

,


T ime(ms) 20 30

(


40 50

CPT-21 S-WAVE

App. C-49

( (

Job No.: 99-315

0

2

4

V

Z"

6

8

10


T iMe(I•s)

0 6 12 18

(


24 30

CPT-21 P-WAUE

App. C-50

(

10

(

Job No.: 99-315

0

2K 41

01


T ine(ns)

20 30


40 50

CPT-22 S-WAUE

App. C-51

(

Job No.: 99-315

0

2

4t

00

Z 4j

1-

6

8

10

0


T ime(ns)

12 186

(


24 30

CPT-22 P-WAUE

App. C-52

(

10

(

Job No.: 99-315

0

2

4

#%

0.

£i

6

8

10

0


T ime(ms)

20 30


40 50

CPT-31 S-HAUE

App. C-53

,

(

Job No.: 99-315

0

2

4

Z

41I

6

8

10

(


T ime(us)

0 6 12 18

(


24 30

CPT-31 P-WAUE

App. C-54

(

Job No.: 99-315

0

2

(


T ime(Ms)

10

4

£

.1

a,6

8

10

20 30


40 50

CPT-33 S-WAUE

App. C-55

(

Job No.: 99-315

0

2

4

.C 4.0

6

8

10


T ime(nsu)

0 12 186

(


24 30

CPT-33 P-WAUE

App. C-56

Ii

Job No.: 99-315

0

2

4

Z (U 0

6

8

10

0 10

(


T ime(ms)

20 30

(


40 50

CPT-34 S-WAUE

App. C-57

( ~((

Job No.: 99-315

02

2

4

£

Iw


T ine(ms)

6 12 18


24 30

CPT-34 P-IAUE

App. C-58

((

(

Job No.: 99-315 Client: Stone & Webster Location: Private Fuel Storage Facility

T ime(ms)

30 40 50

CPT-36 S-WAUE

App. C-59

0 10 200

Z

41

(

Job No.: 99-315

(

Client: Stone & Webster Location: Private Fuel Storage FacilityT ime(ms)

18

CPT-36 P-WAVE

App. C-60

6 12 24 300

w

10

(

(

10

(

Job No.: 99-315

0

Z

10


T ime(ms)

20 30


40 50

CPT-37 S-WAUE

App. C-61

(

Job No.: 99-315

K


(


T ime(mrs)

18 24 30

CPT-37 P-WAUE

App. C-62

O 6 120

2

4

V

Z

6

8

10

J0

((

Job No.: 99-315

0

2

4

oJ6

a

10

0


T ine(ns) 20 30

(


40 50

CPT-38 S-WAUE

App. C-63

(

6

(

Job No.: 99-315

0 0

4 K 4QA


T i me(ms)

12 18

(


24 30

CPT-38 P-WAUE

App. C-64

Appendix D

CPT Interpretation Plots

Set 1

CONETEC -im -m

Appendix D

TABLE OF CONTENTS

Pages

1-39CPT Interpretation Plots - Set 1 (Su, 4, OCR, k, SBT)

CONETEC

(

CO0N E =EC SStone & Webster Su tsf

0

-5.

-10.

4

n4

4+, O_ ci)

¢C

May Depth- 29.20 (ft)


10 0

(

Ste: CPT- 1 Location: PFSF [05996.02)

Phi50 0

OCR

15

Cone: 20 TON A 041 Date: 04:24:99 09:26

k (cM/s)0

SBT: Soil Behavior Type (Robertson and Campanella 198 8)

Permeability k estimated from soil type

,

SBT

12

7I77I Silt Sandy Silt Clayey Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt Silt

Sandy Silt

Silty Sand/Sand

Sand

App. D-1

-7

SBT

(

CONE EC

- - Stone & Webster Su tsf

0 10 0

(

Site: CPT-2 Location: PFSF C05996.02)

Phi OCR

50 0

Cone: 20 TON A 041 Date: 04:24:99 11:01

k (cM/s)15

SBT 0 12

0.0

-5.0

- I I I I I i

........... ............................

.. . . . .. ...... . -...... .............................

May- Depth: 26.41 (ft)



Permeability k: estimated from soil type

App. D-2

III

(

-15.0

-20.0a) f)

_C

-25.0

-30.0]

-35.0

-40.0

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

( CONE ECC

-ll Stone & Webster

Su tsf0

-5.0

-10.0-

I I I

izz�

15.0 .f-.....

C'

4-, _C n

-25.

-30.01-

-35.0

-40,0

10 0

(


Phi

50 0

OCR

Cone: 20 TON A 041 Date: 04:24:99 11:39

k (cm/s)15

SBT 0 12

Max. Deptlf 28.87 (ft)



Permeability kc estimated from soil type

App. D-3

(

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt


Sand

Gravelly Sand

------------------ ------

........... .......

------------------- ......

............ ......

................... -----

..........................

O0

---------- ...........

........... ...........

CC

0Su tsf

10 0



Ste: CPT-4 Location: PFSF 005998.02)

Phi50 0

OCR

Cone: 20 TON A 041 Date: 04:24:99 13:18

k (cm/s)

150 SBI 012

Sandy Silt

Silt

0.

-5.

-10,

-15.



App. D-4

Stone & Webster

Clayey Silt Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt Silty Sand/Sand Sandy Silt Sand

O

-I

aL ci

-20.

-25

-30

-35

-40.

--1(

k (cm/S)

(

WCONE EC -N StO e & Webster Site: CPT Cone: 20 TON A 070 Location: PFSF [0599E.02) Date: 04:24:99 15:06

Su tsf Phi OCR k (cm/s) SBT

0

0,0ý

-5

-10,

-15

-20

-25,

-30.

-35.

-40.0

Max. DeptL- 25.26 (ft)


10 0 50 0 15 0 1



App. D-5

_c 4-,

CD

(

2

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

(

Su tsf Phi

0 10 0 50 0

Maxy Deptlh 24.28 (ft)


OCR

Cone: 20 TON A 041 Date: 04:24:99 15:44

k (cm/s) SBT

15

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt



Permeability lc estimated from soil type

App. D-6

(

0.

-5,

-10.

-15.Q-I

C

a (D

-20

-25.

-30,

-35

-40.0

(

0

------------ ...........

COEE

0 0.0Oý

-5.

-10.

-15.

4-

CD

-20.

-25.

-30.

-35.

-40.

(

Stone & Webster

Su tsf10 0

Site: CPT-7 Locatdon: PFSF [05996.02)

Phi OCR

50 0

Cone: 20 TON A 070 Date: 04:27:99 10:35

k (cm/s)15

SBT

0

Max. Deptlh 29.36 (ft)



Permeability k- estimated from soil type

App. D-7

(

12

lT Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt Sandy Silt Silty Sand/Sand Sandy Silt Silt Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt


-I

SBT

( CONE, EC Tl Stone

Su tsf 0

0.0

-5.0

10.0-

4

C

(D r-

-15.0

-20.0

-25.0

-30.0

-35.0

-40.0

I 1 1 1 1

........... ----------------

.............. ................

.............................. ................

L

............................. ................

------------------ ----------- ................

----------------------- ----- ---- ---- -----

C

& Webster

Phi10 0

I I


50 0

OCR

15

Cone: 20 TON A 070 Date: 04:27:99 10:01

k (cm/s) SBT0





App. D-8

(

12

Silt

Sandy Silt

Silt

Sandy Silt Silty Sand/Sand Sandy Silt Silt Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt Silt Sandy Silt Silt

Sandy Silt

Silty Sand/Sand

Sand

--- 1

-- i-iI I I I

...... ....................

::-:--:-:---::------:--:

--------. ... ....- ----------

0

0.

-5.

-10.

4

-)

-15

-20

-25

-30.

-35.

-40.

( [CONET

Su tsf10 0

Ste: CPT-9 Location: PFSF [05996,02)

Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:27:99 09:31

k (cm/s)15

SBT0

7I77

Max. DeptLh 27.72 (ft)




App. D-9

Stone & Webster

( (

12

Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt

Sandy Silt

Silt


Sandy Silt

Sand

-- I

I . .. ........

CONE E

- - Ston~e & Su tsf

0

0.

-5

-10

C

Cu 0

-15.

-20.

-25

-30

-35.

-40.

(

WebsterPhi

10 0

Ste: CPT- 10 Locadon: PFSF (0590g.02)

OCR

50 0

Cone: 20 TON A 070 Cate: 04:27:99 08:8

k (cm/s)15

SBI

0





App. D-10

(

12


Sandy Silt


Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt


-- I

SBT

"' " " ----------

0

0.

-5.

-10.

4

f aL w C

-15.

-20.

-25.

-30.

-35,

-40.

Stone & Webster

Su tsf10 0

C

Site: CPT- 11 Location: PFSF C05996.02)

OCR15

Phi50 0

Cone: 20 TON A 070 Date: 04:27:99 08:30

k (cm/s)0 1

SBT12





App. D-11

C

0CONE E - -

(

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt


---I

IIIII

----------- ...........

(i

CONE EC "- Stone & Webster Su tsf

10 00

0.

-5.

-10.

-15.

4-,

cCa w•

-20

-25.'

-30.

-35.

-40.

(Site: CPT- 12 Location: PFSF C05996.02)

Phi

50 0

OCR15

Cone: 20 TON A 070 Date: 04:27:99 07:57

k (cm/s) SBT0 1

Max. Depth: 25.59 (ft)




App. D-12

(

12

Sensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt


---- i

........... ...........

........... -------

( ((

Su tsf10 0

Site: CPT- 13 Locaton: PFSF C05996.02)

OCR15

Phi50 0

Cone: 20 TON A 070 Oate: 04:27:99 11:19

k (cm/s)0

SBT12





App. D-13

Stone & Webster

0

0.

-5

-10

TII

-15.

-20.

Q-I

(C

M_ -I0]

Sandy Silt

Silt

Clayey Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

-25

-30

-35

-40.

IM {Stone & Webster

Su tsf0

0.

-5.

-10.

-15

-20

-25.'

-30.

-35.

-40.

10 0

(

Site: CPT- 14 Locaton: PFSF [05M99.02)

Phi50 0

OCR15

Cone: 20 TON A 070 Date: 04:27:99 12:35

k (cM/s)0

rI I

Max. Depthi 27.07 (ft)




App. D-14

(

56112

Li

C

M M

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

---1

SBT

----------- ...........

SCONE E

-44

(

Stone & Webster Site: CPT- 15 Locabion: PFSF [05996.02)

Cone: 20 TON A 070 Date: 04:27:99 13:11

Su tsf10 00

May- Depthl 28.21 (ft)


Phi50 0

OCR k (cM/s)15

SBT0 1

12

1111T

0

0.I

-5.1

-10.

SBTI: Soil Behavior Type (Robertson and Campanella 1988)


App. D-15

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt


Silt

Sandy Silt Silt

Clayey Silt

Silt

Sandy Silt


-15.

-20.

4

(

a) w) 21

-25.

-30.

-35.

-40.

-- 7

(

CONET EC

St 0

0.I

-5.

-10.

-15.-4-,

-c -I-, a cJ

-20

-25

-30.0

-35.0

-40.0

;tone & Websteru tsf

10 0


Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:27:99 14:30

k (cM/s)15

0 12

TIT

Max, Depth- 26.57 (ft)


.......................................

........... ----------

-------------------------- .............

........... ...........

.......................................

SBT-. Soil Behavior Type (Robertson and Campanella 1988)


App. D-16

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

I: (

(

Stone & Webster

Su tsf0

0.

-5

-10,

4-

a

.C 0) r-)

-15.

-20.

-25.1

-30.1

-35.'

-40.

10 0

Ste: CPT- 17 Location: PFSF [05996.02)

OCR15

Phi50 0

Cone: 20 TON A 070 Date: 04:27:99 15:39

k (cM/s)0

May Deptlh 25.92 (ft)


SBIT: Soil Behavior Type (Robertson and Campanella 1988)


App. D-17

(

SBT12

7II Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

----I(

(

4 Stone & Webster Su tsf

0

0.'

-5.

-10.

4-

C

C11 f

-15

-20

-25J(

-30.1

-35.'

-40.

10 0

(

Site: CPT- 18 Location: PFSF C05996,02)

Phi50 0

OCR

(Cone: 20 TON A 070 Date: 04:27:99 16:19

k (cm/s)15

5B I

0 1

Sensitive Fines

Silt

Clayey Silt

Silty Clay Clayey Silt Silt Sandy Silt Silt Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt Silt Sandy Silt Silty Sand/Sand





App. D-18

--- I

SBT2

---------

........... -----------

C CONET EC

0

0.0

-5.0

-10.0

15.0

aw- -20.01

-25.0

-30.0

-35.0

-40.0

(

Stone & WebsterSu tsf

10 0

I• I

- --.. -.. .... ... ..

I I I I

Maxy Depth- 28.87 (ft)


Site: CPT- 19 Location: PFSF [05996,02)

Phi50 0

OCR

Cone: 20 TON A 070 Oate: 04:28:99 11:03

k (cM/s)15

SBTSBT

0 12



App. D-19

(


Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand


-----------

................. ------------

------------------ .............

------------------ ............

...........iii~~iii

(CONE EC

- -4

0 0.0.ý

VStone & Webster

Su tsf10 0

Phi

(

Site: CPT-20 Locatbo: PFSF [05996,02)

OCR

50 0

Cone: 2D TON A 070 Date: 04:28:99 09:47

k (cM/s)15

SBT0

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt Silty Sand/Sand Sandy Silt Silty Sand/Sand Sand



App. D-20

-5.

-10

12

-15

-20

q-I

c

r-) 12

-25.

-30.

-35.

-40.0-



[II III

...------, -,.. ....

CO0NRE =EC

0

0.

-5.

-10

q-I

.c 4-, 0. wD C•

-15.

-20.

-25.1

-30.'

-35.

-40.

(

Stone & Webster

Su tsf10 0



Site: PT- 21 Location: PFSF (05996.02)

Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:28:99 08:18

k (cm/s)15

SBT 0 1

----- ---

------ ----::: ::: ::


Silt

Clayey Silt

Sandy Silt

Silt Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt


Silt

Sandy Silt

Silty Sand/Sand

Sand

2

S ....................................... a

SBT:. Soil Behavior Type (Robertson and Campanella 1988)


App. D-21

(

2

S. .... . . ..........

(

0

0.0-

-5.

-10.

C

O_ wJ

-15

-20

-25.

-30.

-35.

-40.

(


10 0

Site: CPT-22 Location: PFSF (05996,02)

Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:27:99 18:33

k (crn/s)

15 0 1

Max. Depth- 28.21 (ft)



Permeability kc- estimated from soil type

App. D-22

(

Sensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

k (cm/s) SBT2

...........

........... ...........

(CONET

0

0.0

-5.0

-10.0

.-c

a. w2

,C-

-15.0

-20.0

-25.0

-30.0

-35.0

-40.0

SStone Su tsf

& WebsterPhi

10 0

Max. Depth. 25.75 (ft)


Site: CPT-23 Location: PFSF [O5996.D2)

OCR50 0 15

1

...... ....................... .............................

............................. ----------------------------

.............................. ........................

------------- .............................

---------------------- --

.............................. .............................

............................... .............................

........................... ----------------------------

(

Cone: 20 TON A 070 Date: 04:27:99 17:58

k (cm/s)

0 12

Silt Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt

S~silt Silty Sand/Sand



App. D-23

("

k< (cm/S) S151

Sandy Silt

CONE TEC S ton~e & Webster Su tsf

0

0.0 I I I I

-5.0

-10.0

-20.0

-2� fl

-30.0

-35.0

-40.0



10 0

(Site: CPT-24 Location: PFSF [05926.02)

Phi50 0

OCR

(-7

Cone: 20 TON A 070 Date: 0427:9 17:,31

k (crn/s)

15 0 12

7ilT Silt Sandy Silt Silt

Silty Clay

Clay

Clayey Silt

Silt Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand


Permeability Ic estimated from soil type

App. D-24

C-

k (cm/S) SBI

...........................

7 ------------...........................

..........................

S......................... ..

S...........] ...........

-- --- - . . . . .

(

0CONE E 4 Stone & Webster Su tsf

0

0.0

-5.0

15.0

C

n w _Z -20.0

-25.0

-30.0

-35.0

-40.0

....... ......................

................ ...........

..............................

..............................

10 0

I I I I

( K

Site: CPT-25 Location: PFSF 0599E.02)

Phi50 0

OCR15

Cone: 20 TON A 070 Date: 04:28:99 11:31

k (cM/s) SBT

0

7lTIT

May. Depth: 29.20 (ft)




App. D-25

Clayey Silt Silt

Sandy Silt

Silt

Clayey Silt

Silt

Silty Sand/Sand


Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

SBT

S.........................

- - - -- -............ . . . . . .

:roo:m...:::. ........

=Mw=========

0

0.

-5.

-10.

4

(D

f ) a

-15.

-20.

-25.1

-30.'

-35.

-40.

(


10 0

Ste: CPT-26 Location: PFSF [0599E.02)

Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:28:99 12:02

k (cm/s)15

Sb I

0

77i



----------- ----------

.......................................

........... ...........

---------------------------------------

SBT. Soil Behavior Type (Robertson and Campanella 1988)

Permeability ic estimated from soil type

App. D-26

(

12


Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt


Sandy Silt

Silt

Sandy Silt


Sandy Silt


SBT

(

C ONETs 44 Ston~e Su tsf

0

& WebsterPhi

10 0

Site: CPT-27 Location: PFSF C05996.02)

OCR1550 0

Cone: 20 TON A 070 Date: 04:28:99 12:30

k (cm/s)0

SBT12

0.0

-5.0

-10.0

-15.0

-20.0

-25.0

-35.01 ..........

-40.0

Silt

Sandy Silt

Silt Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

........ ISandy Silt

Silt

Sandy Silt

Sand

Maxm Deptl. 27.72 (ft)


SBTI: Soil Behavior Type (Robertson and Campanella 1988)


App. D-27

I I I I 1r1T

4-

..

I .... -- --------

----------------------------------

----------------------------

------------------------------

...................

------------------

-------------------

10 0

I -I I-i-i

((( CONESEC

- Stone & Webster Su tsf Phi

50 0

OCR

15

Cone: 20 TON A 070 Date: 04:28:99 12:58

k (cm/s)

Maxy Depth: 27.89 (ft)




App. D-28

Site: CPT-28 Locaton: PFSF 105998.02)

0

II . .. .

-5.01 -

10.0

-15.0

-20.0

r-Ic

. 0).

................... .........

.............

------- --- .........

............. -------

........................... --------

SBT0

-25.0

-30.0

-35.0

-40.0-.

0.0 Sensitive Fines

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Silt

Sandy Silt Silt Sandy Silt Silty Sand/Sand Sandy Silt Silty Sand/Sand

::::--::::::---------

... .:. .:<:....-----

C C (

CONE SEC So, WiSite: CPT-29 Cone: 20 TON A 070 S-one Webster Location: PFSF [05996.02) Date: 04:28:99 13:26

Su tsf Phi OCR k (cm/s) SBT

0 10 0 50 0 15 -8 0 12

E : Sensitive Fines 10i1

..-. ... ...... ..... ...... .... ...................... .......... ............- ---------- ........... ........ ................. ... -5.0--

Clayey Silt

0Sandy Silt

Silty Sand/Sand = Sandy Silt Silt

- 1-.2 0 .... ... ... ... ... .... ...... ... ... ... ... ... .......... ... ... ... ...--- ---- --- ......... ... ... .......... ... ... ...... ... .... ... ... ... ...... ... ...

.2 , ............. ... ........................... ..-- -- -- .- -- -- --. ----...-- -- --.. .. .. ..... .... ................ ........ .. ....

S• !i•!ilj !•i!!i li~ j{..........

iiiiiiiiiiiiiiiiil Sandy Silt Silty Sand/Sand

-30, ...... -20.0--.--Sil

- 3 5 .0 -------------- --------------............................... ............. ........... .. ........- ----- ----. .------ ----------

--5-0-------. .....

- 4 0 .0 ........................ ....................................


Depth Inc.: 0.164 (ft) Permeability lc estimated from soil type App. D-29

(

0

0.

-5

-10

-15.

C

(D 03

-20

-25.'

-30.

-35.

-40.01

(


10 0


Phi50 0

OCR15

Cone: 20 TON A 070 Date: 04:28:99 13:56

k (cm/s)SBT

0 1





App. D-30

12

Silty Clay Silt Clayey Silt Silt

Clayey Silt

Silty Clay

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

SBT

----------- ----------

----------- ...........

(

Storne Su tsf

0

0.0]

-5.0.

10.01

-15.0

-20.0

-25.0

-30.0

-35.0

-40.0

( (

& WebsterPhi

10 0

SI I I I

.. ...........................

.. .............--------------

Site: CPT-31 Location: PFSF [0599E.02)

OCR50 0

Cone: 20 TON A 070 Date: 04:29:99 11:22

1< (crn/s) �3L� I

15SB0

0 12

7T7

Max Depth: 27.72 (ft)




App. D-31

4-C4

-c -I

aD


Silt

Clayey Silt


Clayey Silt


Sandy Silt

Silty Sand/Sand

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt Silt

Sandy Silt

Silty Sand/Sand

Sand

k (cm/S)

................... ......... ......

....................................

....................................

.............................

.....................

(

Su 0

0.0

-5.0o

15.0

C.

a r-,

-20.0

-25.0

-30.01-

-35.0

-40.01

tone & Webstertsf

10 0

l - - . . .




Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:29:99 10:43

k �cm/s)

150 12



App. D-32

( (

: . .. ...........,

----------i~iii~~ii!

I I

k (cm/s)

----- - -

Sensitive Fines Silt Sensitive Fines

Sandy Silt

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Sand

f .........

0

0.

-5.

-10

4

r-I_

-15.

-20,

-25.

-30.

-35,

-40,

(

Su tsf10 0

Site: CPT-33 Location: PFSF [0E599.02O

OCR15

Phi50 0

Cone: 20 TON A 070 Date: 04:29:99 09:30

k (cm/s)0





App. D-33

Stone & Webster

(

SBT12


Sandy Silt

Silt

Clayey Silt

Silt


Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand

............ € ...........

(

- Stone Su tsf

0

0.0

-5.0

-10.0

4

a w-

-15.0

-20.0

-25.01

-30.01

-35.0

-40.0

(/

& WebsterPhi

10 0


OCR

50 0

Cone: 20 TON A 070 Date: 04:29:99 08:09

k (cm/s)15

SBT

0 1

77711

Max Depth- 28.54 (ft)




App. D-34

12

S............................. ............

SBT

! ISilty Clay

Silt

Clayey Silt

Silty Clay

Clay

Silty Clay

Clay Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Silt


Silt

Sandy Silt

S.......... -----------.

( CONETEC

0 0.o

-5o.0.-

-10.

-15.

4-,

aZ a)

EC

-20

-25

-30. (

-35.'

-40.

(

Su tsf Phi OCR J-u 0 R n 15

May. Deptl- 27.89 (ft)


k (cm/s) SBT

12

77I Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt


Silty Sand/Sand

Silt

Sandy Silt

Silt

Sandy Silt




App. D-35

0-LU U

.......... .... ..

----------- -----------

0 12n Sensitive Fines

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand


Silt


Sand





App. D-36

( C

0 10 0 50 0

0.

-5.

-10.

-15.

15

4

C)

-20

-30.0

-35.0

-40.0

(

........... ...........

........... -----------

(

SStonu e & Websteri Su tsf Phi

0.0

-5.0

-10.0

Max. Depthx 30.84 (ft)


10 0

(PT-37

on: PFSF [05996.02)

OCR50 0

Cone: 20 TON A 041 Date: 04:23:99 11:36

k (cm/s)

15

SBT

0 12

7T7

......... ----- ............ .............................

....... ...................... ............................

.................. ---------------------------

...........

u -------------- -- --------------------------

........... .. ............... ...........................

...........................



App. D-37

0Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt Silty Sand/Sand Sand

15.0

4

c

4i a_ Cl

-20.0-

-25.0

-30.0

-35.0

-40.0

SBT

------- ---- ......

............... .........

(

4CO-NE Stone & Webster Su tsf

0.0

-5.0

-10.0



10 0

( (


Phi OCR50 0

Cone: 20 TON A 041 Date: 04:23:99 15:0D

k (crn/s)

0 12

Silt Sandy Silt Silt Clayey Silt Silty Clay Silt............ .......... .. ....... .......... .........

-- -----------

_._. _ _.. ...... ...... ...... .....

SBT: Soil Behavior Type (Robertson and Campanela 1988)

Permeability kl estimated from soil type

App. D-38

0

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Silt

Sandy Silt

Silt

Clayey Silt

Silt


Silty Sand/Sand

Silt Gravelly Sand

-15.o04

a 0)-20.0

-25.0o

-30.0

-35.0

-40.0

k (cm/s) SI51

I

----------- ...........

(

Stone & Webster

0

0. O --

10 0

Site: EPT-39 Location: PFSF (0599.02)

Phi50 0

OCR

Cone: 20 TON A 070 Date: 04:29:99 I:12

k (crn/S)15

SBT0



App. D-39

(

Su tsf

-5,

-10

(

-15

-200vP

Q-


Silt

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

-25.

-30.

-35.

-40.01

Maxy Depth- 24.61 (ft)


---I

Appendix E

CPT Interpretation Plots

Set 2

CONETEC

Appendix E

TABLE OF CONTENTS

Pages

1-39CPT Interpretation Plots - Set 2 (Qt, N(60), U, Bq, SBT)

CONETEC -ml i-g

CONE EC Site: CPT-I Cone: 20 TON A 041

S Ston-e & W ebster : Location: PFSF I6.02) Date: 04:24:99 09:26

Ot tsf SPT N(60) U ft. Bq SaT

0 150 0 50 0 50 -0.50 0.00 0.50 0 12

0.0 11111T7 111M111sl Sad Silt Clayey Silt Si iii .................. Sandy Silt

- 0.0 ........ -- ........ . .

> i i iClayey Silt

Silt

-- 1 0.... ... .. .. .. .. ..... ..... i.... .... ... .. .... ..... ................. .. ........... C la yey Silt

- 1 . -- - - - -- - - - - - --- .. ........ .. ... .. .. .,,,,,,,.. ... -- -- -- -- -- --- ---- -- --

Sandy Silt

.......... ! .. ... -- ------ ----... .....-- ---- ------... .. .-- --- --- --- - ....- 1 5 .0 -------------------- ------ ........................ Silty Sand/Sand - 1 5 .0 ....... ................ • , i••....

C4Sandy Silt

c • - 2 0 , 0 ........ ---- ........... .-- -- --- --- --- ----- ... .. .. . . ... . ....... ........... .................... .... ......... --. . . . . . . ... . . ...............- :~iii:: ii.:#

Silt

-- -- - -- - -- -- - ----------- -- -- - . . . .. . . .. . . . . . ..- ---....... .. ...... i... .... ::::::::::::: S an d y S ilt

-25.0 S..... -- -. Silt i i :::::::::::::::::::::::: -----....... San dy Silt

Silty Sand/Sand

............ ................... .. --- ---------- -- ....... ......... San d - 3 0 . 0 .............................. ;.......................................................................... .. .. .. i --.......... ........... -5 .. ........ ... .................. .. .. .. ---- ---- ---- ---- ---- --- -------------. .... ..-. ...

-4 0 .0 . .................



App. E-1

CONE E - - Ston~e &

Qt tsf 0

0.

-5.

-10.

-15.41 4

a f)

-25.'

-30.

-35,

-40.0

(

Webster Ste: OPT-2 Location: PFSF

SPT N(60)

150 0 50

Cone: 20 TON A D41 Date: 04:24:99 11:01(0599ED2)

U ft. Bq 0 50 -0.50 0.00

I.I7TT

0.50 0 1 1


(

SBT

12

rTT

... ......... ...........

------- ----

-- ---- .....



App. E-2

-7

SBT

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

Silt Silty Sand/Sand Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

...........

...........

...........

----------- ...........

CCONET EC

- T Stone & Webster

(

Site: CPT-3 Location: PFSF (05996,02)

Cone: 20 TON A 041 Date: 04:24:99 11:39

Ot tsf0 150 0

SPT N(60)

50

U ft. 0



Bq 50 -0.50 0.00 0.50

0.

-5.

-10.

0 1 [i I I I I

-15

-20

-I-, Li

-I-, a w


Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt


-25.

-30.

-35.

-40.

Sand -- --- --------- ........... . . .!. . . .

i :Gravelly Sand

...Si ......... eh o Ty . be o an . ~~~~~. .... -----------.. . . .. . : . . . . .

.. .... ......................

SBT: Soil Behavior Type (Robertson and CampaneUa 19 88)

App. E-3

(

51512

( ICONE] ECI

Ot tsf SPT N(60)

150 0

i ft.

50 0 50 -0.

--- ........ .

.... .... .---

SBT:May Depth. 27.89 (ft)


Bq SBT

.50 0.00 0.50 120

App. E-4

(

0. lSandy Silt

Silt

Clayey Silt

-Silt

Clayey Silt

Silt

Sandy Silt -- --- - ... ... ........ • .........

S....................~

Sandy Silt

Silty Sand/Sand

Sandy Silt .. .. .. ....... !!!•i•iiii . . .. .

Silt

Sandy Silt Silty Sand/Sand Sandy Silt Sand

S..il Behavior Type (. obertson an.. pne.

.. ........... [ .... ... ......... i .......

Soil Behavior Type (Robertson and Campanella 1988 )

-5

-10.

(

-15

-20n

w-

-25.

-30.

-35.

-40.0

0

(

OCONAEEC

(

Stone & Webster Site: C0T-5 Location: PFSF

Cone: 20 TON A 070 Date: 04:24:99 15:06[05990.02)

Bq 50 -0.50 0.00 0.50

777T777 III:""'ll ITllITl,7


Ot tsf0 150 0

SPT N(60)50

0.0

-5.0

-10

(

U ft. 0

SBT0 12

-15

-20

q--,

_c

C1 (D m3

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt-25.

-30.

-35.

-40.



App. E-5

-- I

i

----------- ...........

----------- ...........

..........

............ ----------S.......... i.........

S.......... !.........

........... ----------

........... -----------

(CONETEC V

0

0.0V"

-5.

-10

-15

r

a- -20.

-25.

-30

-35

-40.0


150

( Sq

Site: CPT-6 Locatbon: PFSF [05996.02)

SPT N(60)

500

U ft 0

Bq 50 -0.50 0.00 0.50

11 1 7k l l l 1111 111 11

-- --------- -- -- -. . . . . .... . .. .. . .

Cone: 20 TON A Date: 04:24:99 1

0

041 5:44

SBT

12

SBT:Max. Depth: 24.28 (ft)



App. E-6

TlT7 Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt


SBT

(

CONEE - - Stone & Webster

(


Cone: 20 TON A 070 Date: 04:27:99 10:35

SPT N(60)50

""'l77l

-- ----

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Deptlh 29.36 (ft)


Ot tsf

0 150 0

(

0.

-5.

-10.

-15,

SBT0.50 0

1

C

a Ew -20.

Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt Sandy Silt Silty Sand/Sand Sandy Silt Silt Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt


-25.1

-30.'

-35.

-40.

App. E-7

i............. . . . .

-- -----.....

---1

----------- ...........

U ft. Bq 0 50 -0,50 0.00

( CONE EC

- -4

0

0.

-5.

-10.

.-I

C4

a3 w

£1

-15.

-20.

-25.1

-30.1

-35.

-40.

(Sto'nTe & Webster Ste: CPT-8 Cone: 20 TON A 070

Location: PFSF C05996.02) ODate: 04:27:99 10:01

Ot tsf SPT N(60) U ft. Bq SBT

150 0 50 0 50 -0,50 0.00 0.50

IliII111, "IIIIIii

0 12

Silt

Sandy Silt

Silt

Sandy Silt Silty Sand/Sand Sandy Silt Silt Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt Silt Sandy Silt Silt

Sandy Silt


SBT: Soil Behavior Type (Robertson and Campanella 1988)Maxy Depth: 27.39 (ft)


App. E-8

.................

.......... ......

---------- ...... -----------

( ((


Cone: 20 TON A 070 Cate: 04:27:99 09:31

SPT N(60)

50

U ft. 0

Bq 50 -0.50 0.00

SBT 0.50 0 12

ITTI

SBT: Soil Behavior Type (Robertson and Campanella 1988)May- Depth: 27.72 (ft)


Stone & Webster

at tsf0 150 0

0.

-5.

-10.

-15.

-20.

(4�

a C)

Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Sand

-25.

-30.

-35.

-40.

App. E-9

----------- ...........

(

- - Stone & W, at tsf

0

0.

-5

-10.

4.

C

_E Ea wD

-15.

-20.

-25

-30

-35.

-40.

(

ebster Site: CPT- 10 Location: PFSF

SPT N(60)

50 0 50

(

Cone: 20 TON A 070 Date: 04:27:99 08:58[05996.02)

U ft. Bq0 50 -0.50 0.00 0.50

7FF77

(

""IIihl

K7

Ii~llliII .. . . .i. . .

------- --- . .. ...

SBT 0 12

6i HIM

:: : : : :: : :. .

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Deptlh 26.74 (ft)


App. E-1O

........... ...........

----------------------

----------

----------

........... ...........

S.......... .


Sandy Silt

Silt

Sensitive Fines

Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt


((

0Ot tsf

150

S[te: CPT- 11 Location: PFSF [05996.02)

SPT N(60)

0

U ft.

Cone: 20 TON A 070 Date: 04:27:99 08:30

Bq0 50 -0.50 0.00 0.50

C

'I'llIII

.. ...... . . .

""ill!l

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Depth: 25.26 (ft)


Stone & Webster

(

0.

-5.

-10,

-15.

SBT

0 1

12

1 1 1 1 1

silt

-20.403 12

†......... Clayey Silt

-25.1

-30.

-35.

-40.

777TTTT77

............ --------

----------

............ -----------

........... ...........

------------- ----------

............ ...........

App. E-11

--7

SBT

Silt

Sandy Silt

Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt


---------- ------ -

.......... .........

.......... ---------

.......... ----------

---------- ----------

----------- ...........

(

Stone & Webster

(

Site: CPT- 12 Location: PFSF [0599E.02)

Cone: 20 TON A 070 Date: 04:27:99 07:57

0

0.0- -

50U ft. 0

Bq 50 -0.50 0.00 0.50

777Ml1ll

0 12

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max- Depth: 25.59 (ft)


at tsf SPT N(60)

150 0

(

-5.

-10.

-15

4J

C--20.

S.ISensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt


Sandy Silt

Silt


-25.

-30.

-35.

-40.

I

App. E-12

- I

S....... .....,..,, ,,

-...... .........

........... ...........

........... -----------

(

SCONE E

- - Stone & Webster Ste: CPT- 13 Location: PFSF [0596.D02)

Cone: 20 TON A 070 Date: 04:27:99 11:1I

SPT N(60)50

U ft. 0

Bq 50 -0.50 0.00 0.50

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Deptlx 27.89 (ft)


Ot tsf0 150

0.0

-5.0

-10.0

(

SBT0

Illl~l;Ii 'lllllll 77

-15

-20

-

n

ti

O-I-

Sandy Silt

Silt

Clayey Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

-25.

-30.

-35.

-40.

App. E-13

(

(

Ot tsf SPT N(60)

0 150 0 50

U ft.0

-----

50

I iTlTliI Il

Bq -0.50 0.00 0.50

......... -- -- - I-- -- -- -- -- --

SBT0 12

7I 11I Silt

Sandy Silt

Silt

Sandy Silt

Silt Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Silt Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand


Depth Inc.: 0.164 (ft) App. E-14

0.

-5.

-10.

-15.

-20.

4

c

0~ w_ ci

-25.(

-30.1

-35.,

-40.

( (

..........

..........

-----------

-----------

............

----------

..........

NMI=

---------- ...........

........... ...........

S..........t ......... t..................

CC

Site: CPT- 15 Location: PFSF

Cone: 20 TON A 070 Date: 04:27:99 13:11[05996,02)

SPT N(50)

50U ft. 0

7llll

S...........

.. ....

0.

Ot tsf



Stone & Webster

0 150 0

---......... ...........

------

-- - -- -

(

50

-5.

-10

-15

Bq -0.50 0.00 0.50

S.......... !.........I....... !...........

S.......... I .......... .... .. ...

.......... . . . . ......... .........

.. .... . ....... . ......... i.........

SBT0 12

4

+) a. -20.

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt Clayey Silt

Sandy Silt

Silt


Silt

Sandy Silt Silt

Clayey Silt

Silt

Sandy Silt


-25

-30

-35

-40.0

App. E-15

(

0CONE E

-- I

C

Stone & Webster SLte: CPT- 16 Locat~ion: PPSF

Cone: 20 TON A 070 Date: 04:27:99 14:30C05996.02)

Bq 50 -0.50 0.00 0.50

IIII.III�l ilIlI7lII

S. .. . .i . . . .

SBT:May Depth; 26.57 (ft)



App. E-16

Ot tsf0

SPT N(60)

500

0.

-5

-10

(

U ft. 0

SBT0 12

T77

..

-- ---- ---- ---

-15

-20

4-

n w

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

-25.

-30.

-35.

-40.

4 ........ I

-- ----- ---

--.. . . --.........

COEEStone & Webster

(

Site: CPT- 17 Locabion: PFSF 05996.02)

Cone: 20 TON A 070 Date: 04:27:99 15:39

Bq 50 -0.50 0.00

0.

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Depthl 25.92 (ft)


Ot tsf0 150 0

SPT N(60)

50

I77T

-5

-10

(

U ft. 0

S............ ...........

.I .... .....

SBT0.50 0 12

-15

-20

q-I

o_ n

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

-25.

-30.

-35.

-40.

App. E-17

---------- ----------

........... ...........

( (CONETEC

- - Stom Ot tsf

0

0.0..

-5.

-10.

-15.

C4

a 03

-25.

-30

-35

-40.0

e & WebsterSite: CPT- 18 Locaion: PFSF [05996.02)

SPT N(60)

150 0 50U ft. 0

Cone: 20 TON A 070 Date: 04:27:99 16:19

Bq 50 -0.50 0.00 0.50

TliTT7

SBTSBT

0 12

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Depth- 26.74 (ft)


(

111-1 Sensitive Fines

Silt

Clayey Silt

Silty Clay Clayey Silt Silt Sandy Silt Silt Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt Silt Sandy Silt Silty Sand/Sand

App. E-18

......... i. . .

S......... r. . .

........... ----------

----------- -----------

( CONEITEC

-I-

(

Stone & Webster Ste: CPT-19 Location: PFSF

Cone: 20 TON A 070 Date: 04:28:99 11:03(05996.02)

150 0

SPT N(60)

50U ft. Bq

0 50 -0.50 0.00 0.50

7777TIII77777

SBT 0 12

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Depth 28.87 (ft)


at tsf0

0.

-5

-10.

j

-15,I

-20.

4

0

w

7IIIII

-25.

-30.

-35.

-40.

App. E-19

........ ........... i .........

-- ---......... ......... i.........

.. ................ . ........- - - --

............ --------

............ ...........

............ ...........

4 ...........

----------- ...........

........... ...........


Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand


----------- ...........

( (

Ston~e & Webster Site: CPT-20 Locaton: PFSF [0599E,02)

C

Cone: 20 TON A 070 Date: 04:28:99 0D:47

Bq 50 -0.50 0.00 0.50

"7ii'ii

SBT:Max. DepthL 28.21 (ft)



App. E-20

at tsf150

SPT N(60)

500

U ft 00

0.

-5.

-10.

-15.

SBT0 12

7Tlll

CI

-E

a) Cw 2-1

-20.

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

-25

-30

-35

-40

S.......... .........

-- -- - -- - - - -

Silt

Sandy Silt

Silty Sand/Sand Sandy Silt Silty Sand/Sand Sand

........ I Sandy Silt

.......... .........

------- -------------

( CONE,TECr

0

0.

-5.

-10.

-15.q--,

C4

-I- -20

-25

-30.

-35.

-40.0

(

Stone & Webster

Ot tsf150 0

Site: OPT-21 Location: PFSF [05996.02)

SPT N(50)

50

U ft

({

Cone: 20 TON A 070 Date: 0428:99 08:18

Bq0 50 -0.50 0.00 0.50

1 1 1 l l l l

SBT 0 12

---------

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Deptlf 29.69 (ft)


App. E-21

I I I I I I I I ------


Silt

Clayey Silt

Sandy Silt

Silt Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

----------- -----------

(

SCONE E -44

0

Stone & Webster

Ot tsf150

Site: CPT-22 Locaeion: PFSF (05996,02)

SPT N(60)

500

.

Cone: 20 TON A 070 Date: 04:27:99 18:33

U ft. Bq 0 50 -0.50 0.00 0.50

SBT 0 12

I IIII11 Sensitive Fines

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

........ ISandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

††††††††††††Sandy Silt



0.0

-10.o0

777Th 'llI I I

-I

a -20,0-

-25.0

-30.0

-35.0

-40.0

Silty Sand/Sand

Sand

App. E-22

--........---........

----------- ...........

CONEEC

(

Stone & WebsterSite: CPT-23 Location: PFSF (05996,02)

(Cone: 20 TON A 070 Date: 04:27:99 17:58

Ot tsf

0 150 0

SPT N(60)

50U ft 0



50 -0.50Bq

0.00SBT

0.50 0 i

7IIII Silt Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

Silt

Silty Sand/Sand i a T ( Silt :: Silty Sand/Sand

......................

........... ..........

SBT:. Soil Behavior Type (Robertson and Camnpanella 1988)

0.

-5.

-10.

-15.

-20,-S'

-25.

-30.

-35.

-40.


App. E-23

-1

[I~iiiliiii~~i

(( CONET EC1

Sil

7 7 silt

Sandy Silt Silt

Silty Clay

Clay

Clayey Silt

Silt Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Depth- 24.77 (ft)

Depth Inc.: 0.164 (ft) App. E-24

Ot tsf SPT N(60) U ft. Bq SBT

150 0 50 0 50 -0.50 0.00 0,50 00

0.

-5

-10

-15.

-20.na 0)

-25.

-30.

-35,

-40.

---------- -------------------- ------ -

........... ..... .....

(

CONETEC

(

Stone & Webster Site: CPT-25 Location: PFSF [05996,02)

(

Cone: 20 TON A 070 Date: 04:28:99 11:31

Bq 50 -0.50 0.00

SBT 0.50 0 12

0

-5

-10.

-15.

-20.

-25

-30

-35

-40



CilayeySilt

Silty Sand/Sand

SandySl

Silty Sand/Sand

Silt

SiltyySl

:::::::::::::::::::::::: Sandy Silt

Silt

Silty Sand/Sand

Sandy Silt

ST ( o C Silt

! ::::::::::::: :........ S n y S l

::::::::::: Sandy Silt

~ ~ ~~~~~~K ...... ..................... ty. nd n

! : • Sand

S......... [......... .. ....... !.. ......-

SBT: Soil Behavior Type (Robertson and Campanella 1988 )

App. E-25

Qt tsf0 150

SPT N(60)500

U ft. 0

4--.

.+a O_ CD

---1

( CONE ECF

-I.

(

Stone & Webster Site: 0PT-26 Location: PFSF [0599E.02)

(Cone: 20 TON A 070 Date: 04:28:99 12:02

SPT N(50)50

U ft. 0

Bq 50 -0.50 0.00

SBT 0.50 0 12

I 1111 1117

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max. Deptlh. 28.54 (ft)


Ot tsf

0 150 0

0.

-5,

-10.

-15

-20CI

0) nD

--- ----............ ..........-

-25

-30,

-35.

-40.

App. E-26

-- 1


Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt


Sandy Silt

Silt

Sandy Silt


Sandy Silt


C

ýCONE EC

(

Stone & Webster Site: CPT-27 Location: PFSF

Cone: 20 TON A 070 Date: 04:28:99 1230[05096.02)

SPT N(60)500

Bq -0.50 0.00 0.50

0.0

-5.

-10.

-15.

-20.

-25.

-30.

-35.

-40.

May- Deptlh 27.72 (ft)


7:777

----------

----------

..........

----------

SBT:

1.....

TII Silt

Sandy Silt

Silt Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt

Silty Sand/Sand

S........... ...........

S.......... i.>..........I Sandy Silt

............


App. E-27

Ot tsf

0 150

(

U ft. 0 50

SBT0 12

-4

..c E0. w3

C--

S......... i .........

........... -----------

--- I

Sandy Silt

Silt

Silt

Sandy Silt

Sand

(

0

0.

-5.

-10

4

CI G) n]

-15

-20

-25

-30.

-35

-40.0

(

Stone & Webster

Ot tsf150


SPT N(60)500

U ft.0

m7T~

.. ....

.. ....

.. ....

50

------- .................

------i -----

(

Cone: 20 TON A 070 Date: 04:28:99 12:58

Bq -0.50 0.00

SBT0.50 0


Sensitive Fines

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Silt

Sandy Silt Silt Sandy Silt Silty Sand/Sand Sandy Silt Silty Sand/Sand

Max. Depth 27.89 (ft)


App. E-28

---------- ...........

ýCONE EC

(

Stone & Webster Site: CPT-29 Locaiion: PFSF

Cone: 20 TON A 070 Date: 04:28:99 13:2E[05996,02)

150 0SPT N(60)

50

U ft. Bq0 50 -0.50 0.00

<IIII fiIl

----------

---------

-----------

............

...........

SBT 0.50 0 12

S.. . . . .......... ......... . ........- ---

SBT: Soil Behavior Type (Robertson and Campanella 1988)May- Depth: 27.89 (ft)


Ot tsf0

0.

-5.

-10

(

-15.

-20.-I-, a w C

-25.0

-30.0

-35.0

-40.0-

App. E-29

----I

>

)

-----------.

-...........

-----.-.------.


Silt

Clayey Silt Silt

Sandy Silt


Silty Sand/Sand

Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

( CON ECEC

-- I =

(

Store & Webster Site: CPT-30 Locaion: PFSF [05996,02)

(Cone: 20 TON A 070 Date: 04:28:99 13:58

SPT N(60)

0 0 50 -0.50 0.00 0.50

SBT: Soil Behavior Type (Robertson and Campanella 1988)Max Depth- 26.08 (ft)


Ot tsf0 150

0

-5.

-10.

U ft. Bq SOTj

0

77m77

12

-15.

-20.

c

-P

0)

0

Silty Clay Silt Clayey Silt Silt

Clayey Silt

Silty Clay

Clayey Silt

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt-25.

-30,

-35.

-40.

App. E-30

SBT

..........

---------

......... .

( CO•NETI- Stone & Webs Stte:

Loct

at tsf SPT N(50)

0

0.

-5.

-10

-15

4

aZ 0_ ci

-20

-25.

-30.

-35.

-40.

150 0

(

CPT-31 tion: PFSF [05996.02D

U ft. 050

(

Cone: 20 TON A 070 Cate: 04:29:99 11:22

Bq 50 -0.50 0.00

.. ....



0.50

SBT 0

J 1 i l

S,. , - --------


Silt

Clayey Silt


Clayey Silt


Sandy Silt

Silty Sand/Sand

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt Silt

Sandy Silt


S ... T..Soil Behav.or Type (Robertson an


App. E-31

-- 7

2

TTI7TTTII

CONE EC - -44

(

Sto e & Webster Ste: CPT-32 Location: PFSF [05996.02)

Cone: 20 TON A 070 Date: 04:29:99 1:4i3

Ot tsf0 150 0

SPT N(50)50

U ft. 0

SBT

50



Bq -0.50 0.00 0.50 0 1

---- ----

0.

-5.

- Sand


App. E-32


Sandy Silt

Clayey Silt

Silt

Clayey Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

-10.

(

-15

-20

C

r-,

2-

-25.

-30.

-35.

-40.

-- 1

C CONETEC0

0

0.

-5.

-10.

-15.-I-,

-E

a w-20

-25

-30

-35.

-40.

(

Stone & Webster

Ot tsf150

Ste: CPT-33 Location: PFSF [05996.02)

SPT N(60)

500

Cone: 20 TON A 070 Cate: 04:29:99 09:30

U ft. Bq 0 50 -0.50 0.00 0.50

77T77TT-7

----------

............ ----------

............

......... ----------

........... ...........

...........

.............. ...........

SBT 0 12

T77



(

........... i

App. E-33

.......... . ..... -


Sandy Silt

Silt

Clayey Silt

Silt


Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt

silt

Sandy Silt

Silty Sand/Sand

Silt

Silty Sand/Sand

S........... ...........

Stone & Webster Ste: 0PT-34 Location: PFSF C05996.02)

Cone: 20 TON A 070 [ae:e 04:29:99 08:00

0SPT N(60)

50 0 50 -0.50 0.00 0.50 0



(CONETEC]

Ot tsf

0 150

U ft.

C

0.

-5.

-10.

-15.

Bq SBT12

a-c a _C -20

Silty Clay

Silt

Clayey Silt Silty Clay

Clay

Silty Clay

Clay Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Silt


Silt

Sandy Silt

-25.

-30.

-35,

-40.

App. E-34

-7

(

( Stone & Webster

Ot tsf0

0

-5.

-10.

-15.

-20

-25

-30

-35.

-40.

150

(

Ste: CPT-35 Location: PFSF (05996.02)

SPT N(60)500

U ft 0 50

Cone: 20 TON A 070 [ate: 04:28:99 16:07

Bq -0.50 0.00 0.50

.....--------- -- --- ---------

0

SBT: Soil Behavior Type (Robertson and Campanella 1988)May- Deptlh 27.89 (ft)


(

SBT

4

L

ai

12

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt Silt

Sandy Silt

silt Sandy Silt Silty Sand/Sand Sandy Silt

Silty Sand/Sand

Silt

Sandy Silt

Silt

Sandy Silt

Silt

Silty Sand/Sand

App. E-35

.......... [

--..-.-- ---

........... ...........

((

Site: CPT-36 Location: PFSF [05986.O2)

(Cone: 20 TON A 070 Date: 04:26:99 14:32

SPT N(50)50

U ft. 0

Bq 50 -0.50 0.00

SBT0.50 0 1



Stone & Webster

Ot tsf0 150 0

-5.

-10.

-15

-20

q

_C 0)

Sensitive Fines

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand

Sandy Silt

Silty Sand/Sand


Silt

Sandy Silt Silt Silty Sand/Sand Sand

-25.

-30.

-35

-40.

App. E-36

----i

2

...........

( CONE EC

-' Store & Webster

Ot tsf0

-5.0

-1o.o1

-15.0

-20.0

-25.0

-30.0

-- -- --- -....... .. .............................. -------- .. ..... ...-----------------------------iil

-35.0 ---

-40.01 .............

150 0

(

Site: CPT-37 Location: PFSF 10599E.02)

SPT N(50)

50U ft.

0 50

Cone: 20 TON A 041 Date: 04:23:99 11:36

Bq -0.50 0.00 0.50

SBT 0 1



App. E-37

(

f--,.

4-_

Ia

Silt Sandy Silt

Silt

Clayey Silt

Silt

Clayey Silt

Sandy Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Sandy Silt

Silt

Sandy Silt

Silt

Clayey Silt

Silt

Sandy Silt

Silt


----i

2

Naomi .....

........... ...........

( CONE ESC]

0

0.

-5.

-10.

-15

0r-4-

-20

-25.

-30.

-35,

-40,

(

Stone & Webster

Ot tsf150

Site: CPT-38 Locadon: PFSF [059986.02)

SPT N(60)500

U ft.

Cone: 20 TON A 041 Date: 04:23:99 15:06

Bq0 50 -0.50 0.00 0.50 0

SBT12

7TIT



(

Silt Sandy Silt Silt Clayey Silt Silty Clay Silt

Clayey Silt

Silt

Sandy Silt

Silty Sand/Sand

Sand

Silty Sand/Sand

Silt

Sandy Silt

Silt

Clayey Silt

Silt


"Silty Sand/Sand

Silt Gravelly Sand

App. E-38

---I

K

rCONE EC

(

Stone & Webster Site: CPT-39 Location: PFSF

Cone: 20 TON A 070 Date: 04:29:99 16:120599E.02)

U ft. Bq0 50 -0.50 0.00 0.50

I I I

"-----I --- ---


App. E-39

Ot tsf150 0

SPT N(60)

500

0.

-5.

-10.

(

WIIIII�I

SBT0 12

-15.

-20.

q-I(41

4

(D, n


Silt

Sandy Silt Silt

Sandy Silt

Silt

Sandy Silt

Silt

Sandy Silt

-25.1

-30.

-35.

-40.0

Mam Depth. 24.61 (ft)


{

-- I

-- - -- - - . . . i

! i........... ........... ........... ...........

----------- ...........

----------- -----------

report no. 05996.02-g (p030) rev 1, presentation of cone

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