Text

Rev 0 to Soil & Foundation Parameters for Dynamic Soil- Structure Interaction Analyses,2,000-Year Return Period Design Ground Motions. with Diskette
	ML20211P653
Person / Time
Site:	07200022
Issue date:	08/10/1999
From:	Curtis Chang, Youngs R; STONE & WEBSTER ENGINEERING CORP.
To:	;
Shared Package
ML20211P637	List: ML20211P634; ML20211P645; ML20211P653; ML20211P661; ML20211P666; ML20211P678; ML20211P686; ML20211P700; ML20211P707;
References
	G(PO18)-2, G(PO18)-2-R00, NUDOCS 9909140059
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STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE

SEE INSTRUCTIONS ON REVERSE SIDE A $010 M(FRONT)

CLIENT & PROJECT Private Fuel Storage Facility, LLC PAGE 1 OF 23 j

Private Fue! Storage Facility, Skull Valley, UT CALCULATION TITLE (Indicative of the Objective):

QA CATEGORY (/)

1 Soil and foundation parameters for dynamic soil-structure interaction analyses,2,000-year retum period design ground rnotions O I-NUCLEAR SAFETY RELATED 011 O Ill O OTHER CALCULATION IDENTIFICATION NUMBER OPTIONAL CURRENT OPTIONAL WORK PACKAGE NO.

J.O. OR W.O. NO.

DMSION & GROUP CALC. NO.

TASK CODE 05996.02 Geotechnical G(PO18)-2 N/A N/A

APPROVALS-SIGNATURE & DATE REV. NO.

SUPERSEDES

RE RED ( )

OR NEW

' CALC.NO.

PREPARER (S)lDATE(S)

REVIEWER (S)lDATE(S)

REVIEWER (

A E(S) 43 h 6Q.V Robert R.Y ngsI C.Y. Chang C.Y. Chang 0

N/A X

8/10M9 8/10/99 8/10/99

~

DISTRIBUTION

l l COPY

COPY GROUP l

NAME & LOCATION

!SENT GROUP NAME & LOCATION

!SENT i

(/)

RECORDS MGT i Geomatrix Consultants,Inc. ! original

O FILES (OR FIRE !

FILEIF NONE)

Oakland, Califom.ia j

j O

!O l0 i

i O i

t, 9909140059 990909 PDR ADOCK 07200022 PDft g.8 g/5 4.9

CALCULATION

SUMMARY

J.O.tw.OKALCULATION NO.

REVISION PAGE 2 OF 23 4 soio.62 05996.02-G(PO18)-2 0

CLIENTIPROACT Private FuelStorage Facility, LLC QA CATEGORYlCODE CLASS Private Fuel Storage Facility, Skull Valley, UT I

SU8 JECT / TITLE Soil and foundation parameters for dynamic soil-structure interaction analyses, 2,000-year retum period ria ien ground motions OBJECTIVE OF CALCULATION (1) To develop strainampatible dynami soil parameters for SASSI analyses.

(2) To develop dynamic parameters for uncoupled soil spring, dashpot, and mass model.

CALCULATION METHOD / ASSUMPTIONS (1) 1-D equivalent linear site response ana!ysis using complete program ' shake.' The purpose is to develop strain compatible properties corresponding to the design earthquake for 2,000 year retum period.

(2) Used weighted average to estimate equivalent homogenous and isotropic soil parameters consistent with strain-compatible properties developedin(1).

(3) Calculate equivalent soil spring, dashpot, and mass parameters to match with the analytical solution of vibration of rigid rectangular footing on homogenous isotropic elastic halspace.

SOURCES OF DATAIEQUATIONS See list of references on Page 10 of 23.

Computer Programs:

1. SHAKE: A computer program for earthquake response analysis of horizontally layered sites rev. 96 GMX, Benchmarked against SHAKE 91, a comercially available varion of the code.

CONCLUSIONS (1) Strain-compatible dynamic soil parameters were developed for horizontally layered system. These parameters will be used in SASSI analyses. Results are listed on page 11 of 23.

(2) Equivalent soil spring, dashpot, and mass parameters were developed, results are listed on page 12 of 23.

REVIEWER (S) COMMENTS PREPARER DATE i

Robert R. Youngs 8/10/99 REVIEWERICHECKER DATE C.).

C.Y. Chang 8/10/99 INDEPENDENT REVIEWER DATE

" 7 %

i C.Y. Chang 8/10/99

)

CALCULATION SHEET J.OlW.OlCALCULATION NO.

REVISION PAGE 3 OF 23 a

05996 02-G(PO18)-2 0

PREPARERIDATE REVIEWERICHECKERIDATE cg INDEPENDENT REVIEWER /DATE Robert R. Youngs / 8/10/99

/

C.Y. ChangI8/10/99 C.Y. Chang I8/10/99 On,Q l

SUBJECT / TITLE Soil and foundation pa:ilmet[rs for dynamic soil-structure interaction analyses, QA CATEGORYlCODE CLAS'S 2,000-year retum period de6ign ground motions 1

TABLE OF CONTENTS AND HISTORIC DATA (Revisions. Additions, Deletions, Etc.)

PAGE REVISION NO.

DESCRIPTION NO.

DATE REMARKS 1

Calculation Title Page 0

8/10/99 2

Calculation Summary 0

8/10/99 3

Table of Contents 0

8/10/99 4

1.0 Introduction 0

8/10/99 4

2.0 Selected Recording 0

8/10/99 6

3.0 Scaling to Design Spectra 0

8/10/99 8

4.0 Comparison with Regulatory Requirements 0

8/10/99 8

5.0 References 0

8/10/99 Attachment A-0 8/10/99 Site Response Analyses Attachment B:

0 8/10/99 Development of Dynamic Soil Properties

05996.02-G(pol 8)-2 (REV. 0)

Page 4 of 23 PRIVATE FUEL STORAGE FACILITY SKULL VALLEY, UTAH SOIL AND FOUNDATION PARAMETERS FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANA' LYSES 2,000-YEAR RETURN PERIOD DESIGN GROUND MOTIONS

1.0 INTRODUCTION

AND APPROACH This calculation developed dynamic soil and foundation parameters for the Private Fuel Storage Facility located in Skull Valley, Utah. The calculation supplements Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0 by adding soil parameters for the 2,000-year retum period design ground motions.

The approach followed in this analysis matches that used in Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0:

1. Dynamic properties for the subsurface soils at the Skull Valley site are taken directly from Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0 (Geomatrix,1999a). These include profile layering, low-strain shear and compression wave velocities, unit weight, and strain-compatible shear modulus reduction and damping relationships.

These are pranted in Section 2.0

2. One-dimensional site response analyses are conducted using the properties defined in step 1 and time histories scaled to match the design ground motion response spectrum defined in Geomatrix (1999b). These are described in Section 3.0

3. Using the results of step 2, three profiles are developed for use in soil-structure-interaction (SSI) analyses based on the SASSI continuum model. These profiles represent best estimate and upper and lower range strain-compatible soil properties.

These are described in Section 4.0

4. Using the results of step 2, three sets of dynamic soil profiles are developed for use in SSI analyses based on uncoupled soil spring-dashpot-mass models. These profiles represent best estimate and upper and lower range strain-compatible soil properties.

These are described in Section 5.0 2.0 DYNAMIC SOIL PROPERTIES The dynamic soil properties for the subsurface materials at the Skull Valley Private Fuel Storage site are developed in Section 2 of Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0 (Geomatrix,1999a).

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Page 5 of 23 Velocity and Density Profiles The best estimate velocity profile and the soil density profile taken from that calculation tabulated below.

Best Estimate Profile Depth to Computed Unit Layer Base h

Vs Vp Poisson's Weight (ft)

(ft)

(ft/sec)

Ratio (pcf) 10 10 540 1135 0.354 85 12 2

720 1250 0.252 92.5 25 13 865 1445 0.221 92.5 45 20 1015 1705 0.226 115 85 40 2000 3400 0.235 120 125 40 4511.155 7813.549 0.250 135 625 500 4511.155 7813.549 0.250 145 half space 6397.638 11154.856 170 The U.S. Nuclear Regulatory Commission's Standard Review Plan, Chapter 3.7, j

stipulates that SSI analyses be performed using a range of properties. The high and low j

range of soil velocities defined in Section 2.0 of Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0 (Geomatrix,1999a) are tabulated below.

High and Low Velocity Profiles Layer Base h

Vs Vp Vs Vp (ft)

(ft)

(ft/sec)

(ft/sec) 10 10 661 1390 441 927 12 2

882 1531 588 1021 25 13 1059 1770 706 1180 45 20 1243 2088 829 1392 85 40 2828 4808 1414 2404 125 40 5741.470 9944.517 2000 3460 175 50 5741.470 9944.517 2500 5600 l

625 500 5741.470 9944.517 3280.840 5682.581 I

half space 6397.638 11154.856 The velocity profiles are shown on Figure 1.

Strain-Compatible Modulus Reduction and Damping Relationships.

Three sets of shear modulus reduction and damping ratio curves were defined in Geomatrix Calculation 05996.02-G(PO18)-1 Rev 0 (Geomatrix,1999a) for obtaining strain-compatible soil properties. These are shown on Figures 2,3 and 4. The damping in the linear Tertiary sediments was computed assuming that the shallow crustal damping corresponds to a x of 0.03 sec and using the crustal model for the site. The values from Geomatrix Calculation 05996.02-G(pol 8)-1 Rev 0 (Geomatrix,1999a) are reproduced

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Page 6 of 23 Three Crustal Layers, r= 0.03 sec, Low Tertiary V, Depth Range Vs Q:

A Layer r (km)

(km/sec)

(%)

(sec) 0-0.2 1.0 18.9 2.6 0.011 0.2-1.4 1.95 36.9 1.4 0.016 1.4-2.0 3.39 64.2 0.8 0.003 Ir= 0.03 Three Crustal Layers, r= 0.03 sec, Midrange Tertiary V, Depth Range Vs Q.

A Layerr (km)

(km/sec)

(%)

(sec) 0-0.2 1.375 21.7 2.3 0.007 0.2-1.4 1.95 30.8 1.6 0.020 1.4-2.0 3.39 53.5 0.9 0.003 1

Ir= 0.03 l

Three Crustal Layers, r= 0.03 sec. High Tertiary V, Depth Range Vs Q:

A Layerr l

(km)

(km/sec)

(%)

(sec) 0-0.2 1.75 25.3 2.0 0.005 0.2-1.4 1.95 28.2 1.8 0.021 1.4-2.0 3.39 48.9 1.0 0.004 Ir= 0.03 3.0 SITE RESPONSE ANALYSES The site response analyses were conducted using Geomatrix's in-house version of program SHAKE which has been bench marked against the published commercial version, SHAKE.91 (NISEES,1991).

The input ground motion is specified to be the response spectra developed by Geomatrix (1999b) for a return period of 2,000 years, which is specified at the free surface. The spectra are shown on Figure 5. Three acceleration time histories from magnitude ~ 6.5 earthquakes recorded on soil were selected for use. Attachment B of Geomatrix Calculation 05996.02-G(PO18)-1 Rev 0 (Geomatrix,1999a) describes the selected time histories and the method used to scale the time histories to match the spectrum for the fault-normal horizontal component of the 1,000-year return period design ground motion.

The process was repeated for this calculation to scale the three time histories o match the spectrum for the fault-nonnal horizontal component of the 2,000-year return period design ground motion from Geomatrix (1999b), tabulated below.

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Pcge 7 of 23 Design Ground Motion Response Spectra for the Skull Valley Private Fuel Storage Facility 2,000-year Return Period Spectral Accelerations (g,5% damping)

Horizontal Period Fault Fault Period (sec)

Normal Parallel (sec)

Vertical PGA 0.528 0.528 PGA 0.533 0.03 0.528 0.528 0.02 0.533 0.05 0.662 0.662 0.05 1.030 0.075 0.835 0.835 0.075 1.268 0.1 1.046 1.046 0.1 1.369 0.15 1.317 1.317 0.15 1.296 0.2 1.437 1.437 0.2 1.104 0.3 1.406 1.406 0.3 0.780 0.4 1.284 1.284 0.4 0.594 0.5 1.166 1.166 0.5 0.476 0.75 0.851 0.814 0.75 0.306 1.0 0.605 0.547 1.0 0.203 1.5 0.379 0.323 1.5 0.123 2.0 0.272 0.223 2.0 0.0882 3.0 0.179 0.128 3.0 0.0557 4.0 0.138 0.0908 4.0 0.0440 The computed scaling factors are:

Match to Fault Normal 2000-yr spectrum set no 1

a-mat 083.050 2.37903 set no 2

a-mer000.050 6.42426 set no 3

nrsat090.050 1.57377 i

The response spectra for the scaled motions are shown individually on Figure 5. The plot in the lower right compares the geometric mean of the three scaled spectra to the target spectrum.

A total of 27 shake analyses were performed (3 velocity profiles x 3 sets of modulus and damping curves x 3 input time histories). The input and output files are located in Attachment A. Figures 6,7, and 8 show the strain-compatible shear wave velocity and damping values obtained for the low range, best estimate, and high range velocity profiles, respectively. The results are differentiated by the modulus reduction and damping curve sets and three curves for each set are shown, indicating the results for the different input time histories. The results are show to a depth of 200 feet only because the sediments are assumed to remain linear below this depth. For each velocity profile, the geometric mean of the strain-compatible modulus and the average of the damping in each layer were computed as described in Attachment A. Figures 9,10, and 11 show these values.

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Page 8 of 23 4.0 IDEALIZED SOIL PROFILE FOR SASSI ANALYSES Based on the strain-compatible profiles obtained from one-dimensional site response analysis, idealized horizontally layered soil profiles were developed in support of the SSI analyses based on SASSI continuum model. The dynamic properties for these idealized layer are presented in Table 1. The details of this idealization are in spreadsheet SV-SDMP2.XLS in Attachment B. The compression-wave velocity profile is assumed to be equal to the low-strain values (no reduction in bulk modulus). The damping ratios for compressional-wave is assumed to be the same as those for shear-wave, and are limited to be not greater than 10% (Geomatrix,1996).

5.0 SOIL PARAMETERS FOR SPRING, DASHPOT, AND MASS MODEL The equivalent single layer shear modulus, Young's modulus, damping ratio, and unit weight of the soil were computed as a weighted average of the values within 30 feet below the surface (the minimum width of the canister storage pads). The weighting factors were assumed to decrease linearly with increasing depth, to zero at a depth of 30 feet. These values are computed using the spreadsheet SV-SDMP2.XLS in Attachment B and are listed in Table 2. Based on Table 3.1 of Newmark and Rosenblueth (1971) (see Attaclunent D of Geomatrix,1999a) for a surface rectangular foundation of 30 feet by 64 j

feet, the equivalent dynamic soil parameters were computed (see spreadsheet SV-SDMP2.XLS in Attachment B). These are:

A = area of foundation (30 ft x 64 ft)

I p = mass density = unit weight / acceleration of gravity E = Young's modulus = 2G(1+p) where p is Poisson's ratio and G is the shear modulus VerticalMode h = 0.27/2 M = Ahp m = M I A = hp K-V-

1_ 2 k = KylA = d 2(1 ')

r C = 5.42)K ph' r

c = Cl A = 5.42)k Aph' I A y

i \\ DOC 1AFEWo00$W790W79001NSV 55199C2 DOC

1 05996.02-G(pol 8)-2 (REV. 0) i Page 9 of 23 where m is the mass constant / unit area, ky is the spring constant / unit area, and c is the dashpot constant / unit area. Constant C,is interpolated from Table 3.1 of Newmark and Rosenblueth (1971) for an aspect ratio of 64/30=2.13 as 1.1.

HorizontalMode h = 0.05M M = Ahp m = M I A = hp T

K" -~ 1-p 2 Ek' k" = K"I A = O(12)

C = 41.1)Kuph' c = Cl A = 41.1)k Aph' I A u

where m is the mass constant / unit area, ky is the spring constant / unit area, and c is the dashpot constant / unit area. Constant k is interpolated from Table 3.1 of Newmark and r

Rosenblueth (1971) for an aspect ratio of 64/30=2.13 and Poisson's ratio.

Rocking Mode h = 0.355 M = Ahp m = MI A = hp Elk' K ~ O(1 2)

! = LB'll2 Ek' k, = Ky /I = O(1-p')

C = 0.97)K,ph*

l c = Cll =

LB ll2

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Page 10 of 23

$stre m is the mass constant / unit area, k, is the spring constant / unit area, and c is the daspot constant / unit area. Constant kj is interpolated from Table 3.1 ofNewmark and Rosenblueth (1971) for an aspect ratio of 64/30=2.13 and is equal to 2.57.

)

i The resulting parameters are presented in Table 2.

i

6.0 REFERENCES

9 Geomatrix Consultants, Inc., (19%), " Recommendations of Site Response Analyses of Vertical Excitation, Richmond-San Rafael Bridge Seismic Retrofit Design" Geomatrix Consultants, Inc.,1999a, Geomatrix Calculation 05996.02-G(pol 8)-1 (Rev 0), Soil and foundation parameters for dynamic soil-structure interaction analysis, Private Fuel Storage Facility, Skull Valley, Utah: calculation prepared for Stone

)

& Webster Engineering Corporation, June

/

Geomatrix Consultants, Inc.,1999b, Development of design ground motions for the Private Fuel Storage Facility, Skull Valley, Utah: report prepared for Stone &

Webster Engineering Corporation, March, 6 p.

NISEES (1991), SHAKE-91: National Information Service for Earthquake Engineering Software, University of Califomia, Berkeley.

Newmark, N.M. and Rosenblueth, E., (1971), " Fundamentals of Earthquake Engineering", Prentice Hall, Inc.

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Pige 11 of 23 Table 1 Dynamic Soil Properties for SAS$1 Model High Range Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

1-2 0

4 85 621 1390 3.2 3.2 3-5 4

10 85 524 1390 7.4 7.4 6-7 10 14 92.5 817 1646 5.9 5.9 8-10 14 20 92.5 876 1770 6.4 6.4 11-12 20 25 92.5 834 1770 7.5 7.5 13-14 25 33 115 1067 2088 4.6 4.6 15-17 33 45 115 1013 2088 5.6 5.6 18 25 45 85 120 2723 4808 2.3 2.3 26-33 85 125 135 5741 9945 2.0 2.0 34 38 125 175 145 5741 9945 2.0 2.0 39-47 175 625 145 5741 9945 2.0 2.0 625 170 6400 11155 1.8 1

Best Estimate Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Donalty Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

1-2 0

4 85 488 1135 4.2 4.2 3-5 4

10 85 378 1135 9.9 9.9 6-7 10 14 92.5 626 1344 7.4 7.4 8-10 14 20 92.5 667 1445 8.0 8.0 11 12 20 25 92.5 611 1445 9.7 9.7 13-14 25 33 115 824 1705 5.7 5.7 15-17 33 45 115 758 17C5 7.5 7.5 18-25 45 85 120 1861 3400 3.3 3.3 26-33 85 125 135 4511 7814 2.3 2.3 34-38 125 175 145 4511 7814 2.3 2.3 39-47 175 625 145 4511 7814 2.3 2.3 625 170 6400 11155 1.6 i

Low Range Proporties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

1-2 0

4 85 379 927 5.5 5.5 3-5 4

10 85 245 927 13.5 10.0 6-7 10 14 92.5 467 1097 9.2 9.2 8-10 14 20 92.5 477 1180 10.6 10.0 11-12 20 25 92.5 407 1180 13.2 10.0 13-14 25 33 115 615 1392 7.6 7.6 15-17 33 45 115 535 1392 10.3 10.0 18-25 45 85 120 1232 2404 4.9 4.9 26-33 85 125 135 1913 3460 4.6 4.6 34-38 125 175 145 2419 5600 4.3 4.3 39-47 175 625 145 3281 5683 2.6 2.6 625 170 6400 11155 1.4 1

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P:ge 12 of 23 Table 2 Dynamic Soil Properties for Spring-Dashpot-Mass Model Upper Range Best Estimate Lower Range Vp 1558 1272 1039 Vs 728 553 402 G (ksf) 1461 844 446 beta S (%)

5.8 7.5 10.0 E (ksf) 3975 2336 1260 beta P (%)

5.8 7.5 10.0 Poisson's Ratio 0.361 0.383 0.412 Unit Wt. (pcf) 88.8 88.8 88.8 A (30x64) sqft 1920 1920 1920 Vertical Mode h

11.83 11.83 11.83 m (pcf-sec^2) 32.64 32.64 32.64 mass / area (pcf-sec^2) kv (kcf) 114.70 68.74 38.08 spring constant / area (kef) c (kcf-sec) 2.83 2.19 1.63 dashpot constant / area (kcf-sec)

Horizontal Mode h

2.19 2.19 2.19 kappa 1 0.822 0.802 0.777 m (pcf-sec^2) 6.04 6.04 6.04 mass / area (pcf-sec^2) kh (kcf) 85.69 50.09 26.88 spring constant / area (kcf) c (kcf-sec) 1,48 1.13 0.83 dashpot constant / area (kcf-sec)

Rocking Mode h

15.34 15.34 15.34 Kr 38590508.95 23127542.38 12811736.63 C

291515.658 225676.520 167967.646 m (pcf-sec^2) 42.31 42.31 42.31 mass / area (pcf-sec^2) kr (kcf) 267.99 160.61 88.97 spring constant / area (kcf) c (kef-sec) 2.02 1.57 1.17 dashpot constant / area (kcf-sec) i 1

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05996.02-G(PO18)-2 (REV. 0)

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I 05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 1 of 21 Calculation 05996.02-G(PO18)-2 Attachment A Site Response Analyses This attachment summarizes the site response analyses. The input (*.in), output (*.out), and final properties (*. pun) files are contained in the self-extracting zip file SITERESP.EXE located on the accompanying disk in directory \\SITERESP.2. The files are designated by TI-HV-PA.*,

where T1 refers to the input motion (T1 = A-MAT 083, T2 = A-MER000, and T3 = NESAT090),

HV refers to the velocity profile (HV = high range, MV = best estimate, and LV = low range),

and PA refers to the set ofmodulus reduction and damping curves (PA = Set A, PB = Set B, PC

= set C). The input time histories are located on the accompanying disk in directory

\\TIMEHIST.

The results were then processed in the following manner.

Computer routine REWRTP2.FOR was used to reformat the *. pun files for plotting. The input file REW.IN, and output files, *SCP, are listed below and are located on the accompanying disk in directory \\RESULTS.2. Then computer routine PSTAT2.FOR was used to compute the geometric mean shear modulus and average damping for each layer fbr the high range, best estimate, and low range velocity profiles. This routine and the input and output files are listed below and are located on the accompanying disk in directory \\RESULTS.2. These values are then used in the spreadsheet SV-SDMP2.XLS described in Attachment B.

" File: REWtTP2.FGt

=

or e*40 99 read (5 '(a)') ifile i et :8)//'. sad) ur

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8 Depth Vuuan Vs Depire G"

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j

" File: REW.IN T1 W-PA T1-W-Ps T1-W-PC U:0:2 T1-LV-Pc T1-W-PA T1 PC T2-W-PA e coc.SAFIM000SW79m4790 01$V-SS!99C2-A DOC L -

05996.02-G(PO18)-2 (Rev 0)

Attachment A Page 2 of 21 T2-W4s T2-W-PC T2-LV-PA T2-LV-PB T2-LV-PC T2-W-M T2-W-PB -

T2-W-PC T3-W-M

- - T3 W-PB y3.w.PC T3-LV-PA T3-LV-PB T3-LV-PC T3 W -PA T3-W-PB T3-W-PC 9

" File: 71-W-PA.SCP T1-W-PA 47 Depth - - Venom Vs Deipire G

1 1.00 661.0D0 S1.56 0.05B 1Gi4.00 2

3.00 661.000 557.486 0.G570 821.00 3'

5.00 6 1.000 496.Ep 0.0860 645.00 4

7.00 661.000 ' 444.200 0.1070 521.00 5

9.0D 661.000 399. 3 5 - 0.1290 421.00 6

11.0D - 879.636 646.190 0.0ED 1206.00 7

13.00 1Gl6.% 9 8B6.636 0.0750 1964.00 8

15.0D ' 1056.%9 M5.58 0.08E 185.00 9

17.00 1056.149 M4.964 ' O.0000 1480.00 10 19.00 '1(56. % 9 7 5.661 0.0990 15S.0D 11 21.25 1Gi6.M9 705. 5 2 0.1090 % 31.00 12 25.75 1056.%9 esp.0E 0.120D 1295.00

' 13 27.00 1M3.000 1(54.079 0.57D E19.00 14 31.0D 1363.000 1006.550 0.000 3606.00

)

15 35.0D'1M3.000 978.427 0.065 3419.00 16 39.00 1363.000 950.999 0.0750 3250.00 17 43.00 1243.000 9E5.212 0.082D 3064.00 18 47.50 2518.000 '2735.088. 0.020D 27878.00 19 52.50 328.GM) 2720.906 0.02 3 27590.5) 2D 57.50 2828.000 2708.005 C.0250 27329.00 21 62.50 2828.000 3886.256 0.025D 27092.00 22 67.50 3 18.000 30 5.366 0.0360 368M.00 25 72.50 E18.000 3675.255 0.0250 36672.00 26 77.50 2E18.000 3865.800 0.0880 364 5.00 25 '

82.50 EE.000 2657.15 0.027D 36311.00 26 87.50 5M1.470 5M1.468 0.02001E35.0D ZT W.50 5741.470 5M1.468 0.05 B 1 5205.00 E

97.50 5M1.470 5M1.468 0.0EB 1E215.00 29 102.50 5M1.470 5M1.468 0.0E101E55.00 30 - 107.50 SM1.47D 5M1.4dB 0.GED 15205.0D 31 112.50 SM1.470 5M1.4d8 0.05B 1555.00 32 117.50 5M1;470 5M1.4d8 0.02001E55.00 E

122.50 5M1.470 - 5M1.468 - 0.0200 1 5 55.00 34 12.00 5M1.47D 5M1.479 0.0EB % 8643.00 5

%0.0D 5M1.470 5M1.479 0.010D M 8643.00 36 150.0D 5M1.470 5M1.479 0.010D % 8643.0D 37 140.0D 5M1.470 5M1.479 0.0200 M8643.0D E

170.tB 5M1.470 5M1.479 D.tB B M 8643.00 39 213.1B 5M1.470 $M1.479 0.GED M8643.tB 40 250.tB 5M1.47D 5M1.479 0.05B M8643.00 41 30D 00 5M1.470 5M1.4M 0.0200 148643.00 42 350.00 57.1.470 5M1.479 0.03B M 8643.00 43 400.00 57 1.470 5M 1.479 0.020D M8643.00>

44 ' 450. e 5141.47D SM 1.479 - 0.05B % 8643.00 45 500.00 5M1.470 5M1.479 - D.0100 M8643.00 46 550.0D 5M1.470 5M1.479 0.0510148643.0D 47 80D.0D 5M1.470 5M1.479 0.0200 M8643.00

" File: 71-W-PB.O T1-W-PB

'47 Depth Venau Vs Daupire G

1 1.0D 461.000 51.370 0.0100 1120.tB 2

. 3.0D e61.000 616.716 0.01 3 1006.00

' 5.00 461.000. 579.689 0.06 3 57.00 3

4 7.0D 461.000 553.255 0.t53) 85.00

-5 9.00 d61.00D 527.670 0.05 5 735.00 6

11.0D 879.636 752.236 0.065D 1678.00 7

13.00 1056. % 9 - 961.102 ' 9.0500 2558.00 8

15.tB 1(86.% 9 W6.773 k 06 E 2670.0D -

9 17.00 1t56.% 9 910.636 0.%i0 2595.00 10 19.00 1056. % 9 57.95 0,0690 2529.0D ISOC.SAHM0eosW7eNMol\\BV S$199C2 A. DOC

OS996.02-G(pol 8).2 (Rev 0)

Attachment A Page 3 of 21 11 21.5 1056.149 MS.M1 0.0520 2266.00 12 25.75 156.149 872.756 0.0540 2200.00 13 27.00 1M3.000 1090 M3 0.0620 4249.00 14 31.00 1263.000 1066.996 0.0470 4066.00 15 35.00 1 M3.000 1066.327 0.0510 3P10.00 16 39.00 1 M 3.000 1028.105 0.0540 3775.00 17 43.00 1 M3.000 1006.360 0.0600 3617.00 j

' 18 47.50 2828.000 2796.562 0.0090 29106.00 19 52.50 2525.000 278P.660 0.0100 29002.00 20 57.50 2828.000 2786.8P5 0.0100 28P05.00 21 62.50 2828.000 2780.555 0.0100 2BB13.00 22 67.50 2B28.000 2776.548 0.0110 25730.00 25 72.50 2825.000 2772.873 0.0110 2B654.00 M

77.50 3 28.000 27b9.486 0.0110 2 5 86.00

' 25 82.50 2828.000 2766.333 0.0110 28519.00 -

26 87.50 SM1.470 5741.468 0.0200 135205.00 1

l 27 -

92.50 SM1.470 5M1.468 0.0200 1352 5.00 28 97.50 $M1.470 5M1.468 0.0200 135205.00 29 102.50 5741.470 5M1.468 0.0200 138205.00 30 107.50 5M1.470 SM1.468 0.0200 138205.00 31 ' 112.50 5741.470 SM1.468 0.0200 1 E205.00 32 117.50 5741.470 5741.468 0.0200 138205.00 E

122.50 S M1.470 S M1.468 0.0200 138205.00 34 130.00 5741.470 5741.479 0.0200 148643.00 35 140.00 5741.470 SM1.479 0.0200 148443.00 36 150.00 5741.470 5M1.479 0.0200 148443.00 37 160.00 5M1.470 5M1.479 0.0200 148443.00 38 170.00 5741.470 5741.479 0.0200 148643.00 39 200.00 5741.470 5M1.479 0.0200 148443.00 j

40 250.00 5741.470 5M1.479 0.0200 148443.00 l

41 300.00 SM1.470 5741.479 0.3200 148643.00 1

42 350.00 5741.470 5741.479 0.0200 148643.00 43 400.00 5741.470 5M1.479 0.0200 148643.00 44 450.00 5M1.470 5M1.479 0.0200 148643.00 45 500.00 SM1.470 5M1.479 0.0200 148643.00 46 550.00 S M1.470 5 M1.479 0.0200 148643.00 47 600.00 5 M1.470 5 M1.479 0.0200 148643.00

" File: T1-W PC.SCP T1-W-PC 47 Depth Vuax Vs Dapirg G

1 1.00 661.000 644.059 0.0250 1095.00 2

3.00 661.000 614.254 0.0450 996.00 3

5.00 661.000 581.952 0.0620 896.00 4

7.00 661.000 559.721 0.0740 827.00 5

9.00 661.000 536.216 0.0850 759.00 6

11.00 879.626 766.753 0.0650 1608.00 7

13.00 1056.149 962.756 0.0580 2567.00 8

15.00 1056.149 928.6P5 0.0630 2491.00 9

17.00 1056.149 916.65 0.0660 2627.00 10 19.00 1056.149 906.50 0.0700 2371.00 11 21.25 1056.149 896.319 0.0740 2310.00 12 25.75 1056.149 51.450 0.07E 2264.00 13 27.00 SX3.000 1058.962 0.0620 4005.00 14 31.00 1263.000 1052.182 0.067D 3805.00 15 E.00 1263.000 103.722 0.0500 3636.00 16 39.00 1263.000 955.565 0.0550 3455.00 17 43.00 1263.000 953.25 0.0620 3265.00 18 47.50 3 25.000 2701.555 0.0I30 27199.00 19 52.50 2B28.510 2600.056 0.0550 26968.00 20 57.50 282B.000 2679.614 0.057D 26759.00 21 62.50 2B28.000 2670.054 0.0500 26568.00 22 67.50 252B.000 2660.925 0.065) 26E7.00 23 72.50 2B28.000 2652.257 0.0610 26215.00 M

77.50 2871.000 2664.181 0.0420 26056.00 25 82.50 ? E.000 29 6.661 0.0640 259 3.00 26 87.50 5/41.470 5741.468 0.0200 13B205.00 27 92.50 5741.470 5741.468 0.0200 138205.00 2B 97.50 5741.470 5741.468 0.0200 138205.00 29 102.50 5741.47D 5M1.46B 0.0200 138205.00 30 107.50 5M1.470 5M1.468 0.0200 13B205.00 31 112.50 S M1.470 5 M1.468 0.0200 13525.00 32 117.50 5Mt.470 5741.46B 0.0200 135205.00 B

122.50 5M1.470 5M1.468 0.0200 1 5205.00 34 130.00 SM1.47D SM1.479 0.0200 148643.00 E

140.00 5M1.470 5M1.479 0.0200 148643.00 36 150.00 5M1.470 5M1.479 0.0200 148643.00 37 160.00 SM1.470 5M1.479 0.0200 148643.00 E

170.00 SM1.470 5M1.479 0.0200 148643.00 39 200.00 5741.470 SM1.479 0.0200 148643.00 40 250.00 5M1.470 SM1.479 0.0200 148643.00 41 300.00 5 M 1.470 S M1.479 0.0200 148643.00 42 350.00 5741.47D S M1.479 0.0200 148643.00

05996.03-G(pol 8)-2 (Rev 0)

Attachment A Page 4 of 21 43 400.00 5741.470 5741.4M 0.0200 % 8 E3.00 44 450.00 5741.470 SM1.479 0.0200 % 8 E5.00 45 500.00 5M1.470 SM1.4M 0.0200 148643.00 46 550.00 5741.470 5M1.4M 0.0200 %8 E3.00

' 47 600.00 5M1.47D 5M1.4M 0.0200 M8 43.00

]

" File: T1-LV-PA. D T1-LV-PA J

47 Depth Venu Vs Dupiry G'

1 1.00 441.000 E P.781. 0.0MO 3PP.00 2

3.00 441.000 7M.388 0.1000 255.00 3-5.00 441.00D i"5.99 0.1680 1 5.00 4

7.00 441.00D 130.te4 0.2 2 45.00 5

9.00 - 441.000

77. 5 4

'O.50

% 0D 6

11.00 586.417 298.E0 0.15E 57.00 7

13.00 7td.100 427.566 0.1 E ' 53.00 8

15.00 7D6.N ~ 361.31 0.1560 377.00 -

9 17.00 706. % 324.91F 0.1 770 305.00 10 19.00 706.100 42.*;6 0.2000 250.00 11

21. 5 706.100 217.796 0.252D 137.00 12 5.75 706.100 192.477' O.2470 107.00 13 27.00 829.000 500. 5 8 0.0920 1267.00 3

'31.00 829.000 563.7 5. 0.1020 11 5.00 15 E.0D 829.000 4d9.127 0.135 786.00 3P.00 829.000 4 %.970 0.1420 ' 615.0D i

1 17 43.0D 829.000 ' 3PT.WP 0.148D 1 563.4 5

18 47.50 % 14.000 1196.345 0.0500 53%.00 1

19 52.50 %%.000 1196.457 0.050D 5317.00 j

20 57.50. M14.000 1175.55 0.0530 ' 5179.00 j

21 62.50 % %.000 1127.4 3 - 0.06E 4737.00 22 67.50 1414.000 10M.275 0.07E 4361.00 5

72.50 14 %.000 1050.%7 0.0790 4110.00 26 77.50 %%.000 1060.E5 0.310 4055.00 5

82.50 14%.51D 1062.5 0.310 4056.00 36 87.50 2000.000 1896.400 0.0690'15066.00

^

27 92.50 2000.000 1896.148 0.0690 15062.00 j

.l 3-97.50 2000.000 1896.211 ' O.0600 15063.0D 29 102.50 2000.000 1 5.725 0.0500 M956.00 -

30 107.50 2000.000 152.907 0.0500 % 866.00 31 112.50 2000.000 1878.361. 0.Gi10 %792.00 32 117.50 2000.000 1875. 2 6 0.0510 % 742.00 l

-E 122.50 2000.000 1866.431 0.0520 % 605.00 34 - 13D.00 2500.000 2406. 21 0.0450 26 5.00 5

%0.00 2500.000 2BP3.864 0.06d0 2555.00 36 150.00 2500.000 2 51.987 0.0670 25550.00 37 M0.00 250D.00D 2576.901 0.068) 25441.00 5. 170.00 2500.000 2 3.3 5 0.06E 255%.00 3P 200.00 3 3.860 3 M.85p 0.0200 48671.00 40 - 250.00 3 3.860 3 2. 5 p 0.0200 48671.00 41 300.0D 3 5.860 3 m. 5 p 0.0200 486M.00 42 350.00 3 2.840 3 3. 8 P 0.0B00 486M.00 43-45).00 33D.860 33.BP. 0.0380 486M.00 44 450.00 3 3.860 3 B D. B P 0.0300 486M.00 45 500.00 3 3 D.860 3 B D. 5 P 0.0B00 48671.0D 46 550.5) 3 3.860 3 2. s p 0.0380 486M.0D i

47 600.5) 3 5.860 3 E. B P 0.0260 48671.03-

File: T1-LV-PB. O T1-LV-PB 47 Depth Vammu Vs Depire G

1' 1.00 441.000 417. 5 7 0.0250 461.00 2

3.00 441.000 370.3 %

0.0510- 362.00 3

5.00 441.000 329.731 0.07E E7.00 4'

7.00 441.000 195.818 0.015 51.00 5

9.00 441.000 271.0B6 0.115 196.00 6

11.0D 586.417 437.572 0.075 553.0D 7

13.5) 7D6.100 559.153 0.0640. 905.0D 8

15.00 706.100 55.51 - 0.07E 857.00 9-17.0D 706.15) 518.677 0.310 777.00 10 -

19.00 706.10D 500.32P 0.M 725.00 11

21. 5 7D6.10D 48D.922 0.0P50 '668.0D 12 5.75 706.15) 4do.dBB - 0.10 m 613.00 13 27.00 829.000 660.48P 0.0710 148.0D 31.0D 829.000 613.906 0.000D 1346.00 15 5.00 829.000 55.536. 0.M 1257.0D 3P.0D ' 829.000 564.482 0.0W0 115.00 17 43.00 829.000 541.99P 0.1050 1069.00 18 47.50 % %.000 1364.51 0.01E 6735.00 19 52.50 % %.000 1 5 7.627 0.0190 66dB.00 2D 57.50 : %%.00D 151.486 0.0200 4d0P.0D 21

- 42.50 % %.000 1336.548 0.0210 d558.0D 22. 67.50 % %.000 1321. 9 0.0220 d613.00 5

72.50 % %.000 1317.720 0.0250 64M.00 teoc_sArswaeosmumonsv.ssmc2.A.coc -

I

E 05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 5 of 21 26 77.50 % %.000 1313.7163 0.ON 0 6432.00 25 82.50 % %.000 1310.is 0.0260 6597.00 26 87.50 2000.000 1927.5B 0.0640 15577.00 27.

92.50 2000.000 1921.405 0.0650 15478.00 3

97.50 2000.000 1915.686 0.06d0 15306.00 29 102.50 2000.000 1910.448 0.0670 15302.00 30 107.50 2000.000 1905.e5 0.0670 15225.00 31 112.50 2000.000 1901.369 0.06E 15155.00 32 117.50 2000.0m) 18PT.295 0.065) 150R2.5)

B 122.50 2000.000 1W3.666 0.0600 15G56.00 36 130.00 2500.000 2645.552 0.0600 200 5.00 35

%0.00 2500.000 2642.d08 0.0610 28809.00 36 150.00 2500.000 2433.453 0.0620 28dd6.00 37 160.00 2500.000 2624.S 0 0.0630 36473.00 30 170.00 2500.000 2416.741 0.0640 26501.00 39 200.00 3280.860 3 3 0.559 0.0280 48671.00 40 2SC.(V 3280.860 330.55P ' 0.0280 48671.00 41 300.00 32E0.860 3 30.559 0.0360 48671.00 42 350.00 3280.860 330.559 0.0360 48671.00 43 400.00 3280.860 3280. 5 0.0260 48671.00 44 450.00 33 0.860 3280.859 0.0200 48471.00 45 500.00 3 3.860 3 E.859 0.0200 48671.00 46 550.00 3 3 0.860 3 3 0.559 0.0260 48671.00 47 600.00 3 E.860 3 30.55P 0.0260 48671.00

= File: 71-LV-PC. D

=

T1-LV-PC 47 Depth Vaux Vs Dapirg 0'

1 1.00 441.000 415.148 0.0590 455.00 2

3.00 441.000 374. 2 6 0.0730 370.00 3

5.00 441.000 334.861 0.0950 296.00 4

7.00 441.000 29P.e5 0.1110 Z57.00 5

9.00 441.000 268.9BP 0.1270 191.00 6

11.00 586.417 441.510 0.0980 50.00 7

13.00 706.100 566.ise. 0.0E0 921.00 8

15.00 ' 706.100 542.8 %

0.0920 551.00 9

17.00 704.100 522.356 0.09E 75.00 10 -

19.00 706.100 503. Gip 0.1060 731.00 11 21.25 706.100 482.360 0.1100 672.00 12 25.75 706.100 460.iS8 0.1160 613.00 13 27.00 E!9.000 595.736 0.0740 125P.00 31.00 829.000 555.736 0.50 1105.00 15.

35.00 $29.000 515.752 0.0P50 950.00 16 3P.00 829.000 486.705 0.10e0 866.00 17 43.00 829.000 467.952 0.1140 782.00 18 47.50 % %.000 1229.112 0.06d0 500.00 19 52.50 %14.000 1215.612 0.0000 5507.00 20 57.50 % 14.003 1203.521 0.0720 5MB.00 21 62.50 % 14.000 1192.996 0.0750 5306.00 22 67.50 14 %.000 115.7B 0.07/0 5222.00 25 72.50 % 14.000 1173.056 0.0790 513.00 26 77.50 1414.000 1160.E6 0.0810 5018.00

' 25 82.50 %%.000 1%7.12

0. 3 0 4906.00-E 87.50 2 5 0.000 1954. % 7 0.0660 15606.00 27 92.50 2000.000 19B.57 0.0640 15545.00 E

97.'53 2000.000 1986.5B 0.0650 15520.00 29 102.50 E00.000 1919.402 0.0650 15449.00 30 107.50 2000.000 1915.566 0.0660 15386.00 31 112.50 2000.000 1911.965 0.0670 15336.00 32 117.50 2510.510 195.012 0.0670 15aE5.00 5

122.50 2 5 0.000 1903.51 0.06 E 151 9.00 34 1 E.00 2500.000 2648.665 0.0600 27000.00 5

% 0.00 2500.000 2645.405 0.065) 38055.00 36 150.00 2500.000 2640.355 0.0610 28817.00 37 160.00 2500.000 2632. 8 1 0.0620 26648.00 '

38 170.00 2500.000 3625.317 0.0630 3665.00 39 200.00 3230.860 3 3 0. W P 0.0300 48671.00 40 250.00 33 0.860 3280.55P 0.0300 48671.00 41 300.00 325.860 3 3 0.559 0.GB00 48671.00 42 350.00 3200.860 3 3 0.559 0.GB60 48671.00 43 45).00 3 5.860 3 5 0.559 0.0300 48671.00 44 450.00 3M.860 35.83P 0.GB00 48671.00 45 500.00 3 E.860 3 30.859 0.0280 48671.00 46 550.00 3 3 0.860 3 3 0.85P 0.0300 48671.00 47 600.00 3 M.860 3 30.55P 0,0800 48671.00

= File: T1-W -PA.SCP T1 W-PA 47 Depth Vuum Vs Depire G

1 1.00 540.000 496.405 0.0570 d51.00 2

3.00 540.000 415.168 0.07E 455.00 3

5.00 540.000 50.51 0.1150 325.00 4

7.00 540.000 ' 277.9P3 0.1550 206.00 i moc.sAnMonosamo onsv.sst9ec2.A poc E..

05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 6 of 21 5

9.00 540.000 227.813 0.1920 137.00 6

11.00 718.062 455.787 0.1200 600.00 7

13.00 862.672 602.663 0.0980 1049.00 -

8 15.00 862.672 568.974 0.1120 935.00 9

17.00 862.672 534.458 0.1240 825.00 10 19.00 862.672 4%.55 0.1380 712.00 11 21.25 862.672 445.22 0.1540 574.00 12 23.75 862.672 420.215

0. 4 70 510.00 13 27.00 1015.000 796.543 0.0600 2266.00 14 31.00 1015.000 754.E1 0.0790 2089.00 15 35.00 1015.000 733.403 0.0890 1921.00 16 39.00 1015.000 7tI5.591 0.0980 1768.00 17 43.00 1015.000 674.122 0.1060 1625.00 18 47.50 2000.000 1872.515 0.0270 13067.00 19 52.50 2000.000 158.057 0.0290 12866.00 20 57.50 2000.000 1857.728 0.0320 12586.00 21 62.50 2000.000 1819.%3 0.0340 12 H5.00 22 67.50 2000.000 1802.289 0.(B60 12105.00 23 72.50 2000.000 1786.795 0.03E 11898.00 24 77.50 2000.000 1772.620 0.0400 11710.00 25 82.50 2000.000 1759.706 0.0420 11540.00 26 87.50 4511.155 4511. % 2 0.0230 5 320.00 27 92.50 4511.155 4511. % 2 0.0230 85320.00 2B 97.50 4511.155 4511. % 2 0.0230 E 320.00 29 102.50 4511.155 4511.142 0.0230 5 320.00 30 107.50 4511.155 4511. % 2 0.0230 85320.00 31 112.50 4511.155 4511. % 2 0.0230 55320.00 32 117.50 4511.155 4511. % 2 0.0Z50 55320.00 35 122.50 4511.155 4511. % 2 0.0230 5 320.00 34 130.00 4511.155 4511. % 7 0.0230 91641.00 35

% 0.00 4511.155 4511. % 7 0.0250 91641.00 36 150.00 4511.155 4511. % 7 0.0230 91641.00 37 160.00 4511.155 4511. 4 7 0.0230 91641.00 38 170.00 4511.155 4511. % 7 0.0250 91641.00 39 200.00 4511.155 4511. % 7 0.0250 91641.00 40 250.00 4511.155 4511. % 7 0.0230 91641.00 41 300.00 4511.155 4511. 4 7 0.0230 91641.00 42 350.00 4511.155 4511. % 7 0.0230 91641.00 '

43 400.00 4511.155 4511. % 7 0.0230 91641.00 44 450.00 4511.155 4511.M7 0.0230 91641.00 45 500.00 4511.155 4511. % 7 0.0230 91641.00 46 5 0.00 4511.155 4511. % 7 0.0230 91641.00 47 600.00 4511.155 4511. % 7 0.0230 91641.00

- " File: T1-MV-PB. SIP T1 W-Pti j

47 Depth Venax Vs OWeg 0>

1 1.00 540.000 522.GD - 0.020u 721.00

{

2 3.00 540.000 479.922 0.0390 05.00 3

5.00 540.000 446.811 0.0540 527.00 4

7.00 540.000 413.339 0.0730 451.00 5

9.00 540.000 E5.847 0.(E70 395.00 6

11.00 718.062 55.419 0.0560 10(D.00 7

13.00 862.672 755.34 0.0450 1555.00 8

15.00 862.672 /20.665 0.0520 1500.00 9

17.00 862.672 704.630 0.0570 % 34.00 10 19.00 862.672 655.705 0,0640 1358.00 11 21.25 862.672 665.720 0.0710 122.00 12 23.75 862.672 645.386 0.07E 1205.00 13 27.00 1015.000 864.95 0.0530 2550.00 14 31.00 1015.000 819.585 0.0600 2399.00 15 35.00 1015.000 795.569 0.0680 2249.00 16 39.00 1015.000 770.273 0.0750 2119.00 17 43.00 1015.000 749.266 0.0800 2005.00 18 47.50 2000.000 1954.068 0.0120 14230.00 19 52.50 2000.000 1950.652 0.0120 %12.00 20 57.50 2000.000 1944.501 0.0130 % 091.00 21 62.50 2000.000 1955.57 0.0%0 13966.00 22 67.50 2000.000 1927.E1 0.0150 135 0.00 25 72.50 2000.000 1920.410 0.bl60 13744.00 24 77.50 2000.000 1913.551 0.0170 13646.00 25 82.50 2000.000 1907.250 0.0170 13556.00 26 87.50 4511.1 % 4511. % 2 0.0230 5 320.00 j

27 92.50 4511.1 % 4511. % 2 0.0250 5 320.00 2B 97.50 4511.155 4511. % 2 0.0230 5 320.00 29 102.50 4511.155 4511. % 2 0.0250 E320.00 30 107.50 4511.155 4511. % 2 0.0230 85320.00 31 112.50 4511.1 % 4511. % 2 0.0230 85320.00 32 117.50 4511.1 % 4511.142 0.0230 85320.00 l

33 122.50 4511.1 % 4511. % 2 0.0250 85320.00 l

34 130.00 4511.1 % 4511. % 7 0.0230 91641.00 35

% 0.00 4511.1 % 4511. % 7 0.0230 91641.00 36 150.00 4511.155 4511. % 7 0.0Z50 9%41.00 t OOC,$AFEWOOOSW90W90 OhSV-S$199C2-A DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 7 of 21 37 160.0D 4511.155 4511. %7 0.0250 91M1.00 E. 170.00 4511.155 4511. 4 7 0.0250 91M1.00 3P 20D.00 4511.155 4511.%7 0.02 2 91641.00 40 250.tB 4511.155 4511.27 0.025 91M1.00 41 3tB.00 4511.155 4511.167 0.025D 91661.00 42 - 350.0D 4511.155 4511. 47 0.025 91661.tB 43 400.0D 4511.155 4511.47 0.0250 91661.0D 44 450.00 4511.155 4511.167 0.02 2 91661.00 45 500.00 4511.155 4511. 4 7 ' O.0250 91661.00 46 550.00 4511.155 4511. 4 7 0.025D 91M1.00 47 600.00 4511.155 4511. % 7 0.025D 91M1.OD

" File: T1 MV-PC.StP T1-W-PC 47 Depth Vuont Vs Daupire G

1 1.00 560.000. 517.521 0.0520 707.00 2

3.00 540.00D 481.106 0.0500 611.0D 3.

5.00 540.000 453.125 0.0780 542.00 4

7.00 540.000 ^ 419.706 0.0P10 465.00 5

9.00 540.000 390.725 0.102D 405.0D

.6 11.00 718.062 998.3 5 0.07 W - 1056.00 7

13.00 862.672 ' 73P.85 0.07tB 1581.0D.

8 15.00 862.672 726.52 0.0750 1526.00 9

17.0D 862.672 711. % 2 0.tBB M66.00 10 19.0D 862.672 del.26 0.t50 1E5.00 11

21. 5 862.672 671.199 ~ 0.0P10 1301.00 12 B.75 862.672 - 669.3PT 0.0960 1218.00 13 27.00 1015.000 ' 812.726 0.0530 2BP.00 31.00 1015.000 774. 9 6 0.062D 2 % 5.00

- 15 35.00 1015.000 M0.Gi4 0.0710 1956.tB 3P.00 1015.000 707.559 0.0790 17 5.00 17 43.00 1015.000 677.436 0.t50 165P.00 18 47.50 2000.000 158.51 0.0650 1 8 77.00 19 52.50 2000.000 1861.812 0.068D 12662.00 20 57.50 2000.000 1825.127 0.0510 126 %.00 1

21 62.50 2000.000 15P.550 0.1540 12205.00 22 67.50 2000.000 1792.960 0.5 7D 119 5.00 5

72.50 21B0.000 1777.555 0.050D 11775.0D 24 77.50 2000.000 1765.210 0.0620 11586.0D 3

82.50 2000.000 17t9.997 - 0.0660 1 % 13.00 26 87.50 4511.195 4511. % 2 0.025D 85320.00 27 92.50 4511.155 4511. %2 0.025D 5320.00 28 97.50 4511.155 4511. % 2 0.0250 5 320.00 29 102.50 4511.155 4511. %2 0.02 E 5 320.00 30 107.50 4511.155 4511. % 2 0.0250 5 32D.00 31 112.50 4511.155 4511. %2 0.0250 5 35.GD 32 117.50'4511.155 4511.142 0.02E 5320.00 B

122.50 4511.155 4511.M2 0.0250 5 320.00 34 130.00 4511.155 4511. 4 7 0.025D 91M 1.00 35

% 0.00 4511.155 4511. 4 7 0.025D 91M1.00 36 150.00 4511.155 4511. % 7 0.02E 91661.tB 37 160.00 4511.155 4511. 27 0.02E 91661.00 5

170.tB 4511.195 4511.M7 0.022 91M1.tB

. 1P 200.00 4511.155 4511. 2 7 0.02 5 91661.00 40 250.0D 4511.195 4511.167 0.025D 91661.0D 41 30D.tB 4511.195 4511.167 0.02E 91661.1B 42 350.00 4511.195 4511. % 7 -0.02E Vl661.0D-

. 43 40D 00 4511.155 4511.167 0.02 2 91641.00 44 450.00 4511.155 4511.167 0.02E 91M1.00 i

' 45 - 500.00 4511.155 4511.167 0.022 91M1.00 46 550.00 4511.155 4511. 4 7 ' O.02 2 91661.00 47 600.00 4511.195 4511.167 0.025D 91661.0D

File: T2-W-PA.StP T2-W-PA 47 Depth Vuuut Vs - Desdre

'G.

1 1.00 661.000 653.21' O.0270 1061.00 2

3.00 661.000 568.451 0.052D 53.00 3

5.0D 661.000 506.796 0.0790 678.00 4

7.00 d61.00D 458.1 %

0.100D 556.0D 5-9.0D 661. IIB. 415.168 0.122D 455.0D 6-

.-11.00 879.626 68P.712 0.(EID 157.00 7

13.00 156.M9 857.M8- 0.073 E27.00 8-15.0D 156.M9 810.43P 0.0790 18P7.00 --

9-17.tB 1(56.M9 75.39 0.050 1781.0D '

10 19.1B 15 6.% 9 752.226 0.0P10 478.00 -

11 21.5 1056.M 9 738.460 0.0180 1575.00 12 25.75 1056. % 9 710.014 0.107D 1456.00 13 27.00 1263.000 1095.121 0.05E 3P76.0D '

31.00 1263.000 1052.182 0.057D MB.tB 15 E.00 1263.000 10D7.472 0.062D 3625.00 id 39.0D 1263.000 95.4%

0.0670 34d8.0D '

17 43.0D 1263.000 963.867 ' O.0710 B18.00 i soc.sAnMonosawwm onsv.ssmc2-A Doc

]

i

05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 8 of 21 18 47.50 2828.000 2749.257 0.0190 3168.00 19 52.50 2828.000 2734.774 0.025) 27B72.00 20 57.50 2828.000 2721.643 0.0210 27605.00 21 62.50 2828.000 2709.5 5 0.0220 272 1.00 22 67.50 2E28.000 26915.375 0.0230 27135.00 B

72.50 2828.000 2687.m3 0.0240 26026.00 24 77.50 2528.000 2678.262 0.0250 26732.00 -

25 82.50 2828.000 266P.250 0.0260 26552.00 26 87.50 SM1.470 5M1.468 0.0200 15205.00 27 92.50 SM1.47D 5741.468 0.0200 1 E 205.00 3

97.50 5741.470 5741.468 - 0.tM00 138205.00 29 102.50 5741.470 5M1.468 0.02001E2Gi.00 30 107.50 SM1.470 5M1.468 0.0200 1 E205.00 31 - 112.50 5741.470 $741.4e8 0.0200 1 E 205.00 32 117.50 5741.47D 5741.468 0.0200 1 E 205.00 B

122.50 5741.470 5741.468 0.0200 1 E205.00 34 130.00 5741.470 5741.4M 0.0200 148 4 3.00 35 140.00 5741.470 5M1.479 0.0200 148443.00 36 150.00 S M1.470 5 M1.479 0.0200 148643.00

' 37 160.00 SM1.470 - 5M1.479 0.0200 148443.00 38 170.00 5741.470 5741.479 - 0.0200 148643.00 39 200.00 5741.470 5741.479 0.0200 148643.00 40 250.00 5741.470 5741.4M 0.0200 148643.00 41 300.00 5741.470 5741.479 0.0200 148643.00 42 350.00 5741.470 5741.4M 0.0200 148645.00 43 400.00 SM1.470 5M1.4M 0.0200 148643.00 44 450.00 SM1.470 SM1.479 0.0200 148643.00 45 500.00 5M1.47D 5741.4M 0.0200 148643.00 46 550.00 5741.470 5741.479 0.0200 148643.00 47 600.00 5741.470 5M1.479 0.0200 148643.00

File: T2-W-PB.EP

=

T2-W-PB 47 Depth Vem Vs Dagirg G

1 1.00 661.000 652.241 0.meo 11 5.00 2

3.00 661.000 ' 620.GIS 0.0270 1015.00 3

5.00 661.000 587.137 0.ONO 910.00 4

7.00 661.000 561.073 0.0600 831.00 5

9.00 661.000 539.054 0.0580 767.00 6'

11.00 879.626 771.255 0.0620 1718.00 7

13.00 1056.149 950.E2 0.0560 2611.00 8

15.00 1056.149 934.Gl6 0.0600 320.00 9

17.00 1056.149 919.32B 0.0640 2441.00 10 19.00 1Gi6.149 906.241 0.0670 2372.00 11 21.25 1056.149 8P3.157 0.0500 2506.00 12 25.75 1056.149 EE).271 0.0530 2258.00 13 27.00 1263.000 10PP.EP 0.0600 4316.00 14 31.00 1263.000 1079.3BP 0.0640 4161.00 15 E.00 1263.000 1062.525 0.06W 4052.00 16 3P.00 1243.000 1068.006 0.0510 3R25.00 17 43.00 1263.000 1035.162 0.05E 3827.00 1

18 47.50 2E28.000 2798.755 0.0000 2P192.5) j 19 52.50 2 m.GE) 2795. 5 0.5190 29090.00 1

20 57.50 252B.000 275p.468 0.0100 E P98.00 21 62.50 2E28.000 275.473 0.0100 BP15.00 22 67.50 328.000 27B1.426 - 0.0100 M1.00 25 72.50 2B28.000 2777.659 0.0110 25753.00 24 77.50 2B2B.000 2774.(52 0.0110 3 679.00 25 82.50 2B28.000 2770.6P5 0.0110 360P.00 26 87.50 5741.47D SM1.468 0.0200 1E205.00 27 92.50 5M1.470 5M1.468 0.0200 1 E25.00 3

97.50 5M1.470 5M1.468 0.0200 1 5 205.00 29 102.50 SM1.47D 5M1.468 0.0200 1 5205.00 30 107.50 5M1.47D SM1.468 0.020D 15205.00 31 112.50 5M1.470 5M1.468 0.0200 1E205.00 32 117.50 5M1.47D 5741.468 0.0200 1 E25.00 5

122.50 5M1.470 5M1.4d8 0.02G) 1E215.00 34 130.00 5741.47D 5M1.4M 0.020D 148 E3.00 5

140.00 SM1.470 5M1.4M 0.020D 148 E3.00 36 150.00 5M1.470 5M1.479 0.0200 140 u3.00 -

37 140.00 5M1.470 5M1.4M 0.0200 148 M3.00 E

17D.0D SM1.470 5M1.479 0.0200 148 M3.00 39 200.00 SM1.470 5M1.4M 0.0200148E3.00 40 250.00 SM1.470 SM1.4M 0.0200 148 K3.00 41 300.00 5M1.470 5M1.479 0.02G) 148M3.00 42 350.00 5M1.470 5M1.479 0.0200 148 M3.00 43 400.00 SM 1.470 5 M1.479 0.0200 148 u3.00 44 450.0D SM1.470 5M1.4M 0.0200 148643.00 45 500.00 5741.47D SM1.4M 0.0200 148 43.00 1

46 ~ 550.00 5M1.470 5M1.479 0.0200 148 u3.00 O

600.00 SM1.470 5M1.4M 0.0200 148 43.00

" File: T2-W-PC.E P nDocJtAnMorxsmewoo ensv.sst9ec24 Doc I

p 059%.02-G(pol 8)-2 (Rev 0)

Attachment A Page 9 of 21 T2-w-PC 47 Depth Vaan Vs Daupiry G

1 1.00 661.000 665.256 0.0240 1099.00 2

3.00 661.000 617.G5 0.000 1005.00 3

5.00 661.000 515.106 0.0590 913.00 4

7.00 661.000 566.1 %

0.0700 846.00 5

9.00 661.000 547.A8 0.0790 792.00 6

11.00 879.626 774.168 0.0620 1731.00 7

13.00 1056. % 9 950.984 0.0550 2612.00 8

15.00 1056.149 956.492 0.0600 255.00 9

17.00 1056.149 923.856 0.0640 2666.00 10 19.00 1056. % 9 912.713 0.06E 2606.00 11 21.25 1056. % 9 901.665 0.0710 2548.00 12 25.75 1056. % 9 890.82B 0.0750 2292.00 13 27.00 1263.000 1069.095 0.0600 4082.00 14 31.00 1263.000 1066.862 0.0640 39%.00 15 E.00 1263.000 1027.969 0.0670 3774.00 16 3P.00 1343.000 1011.771 0.0500 3656.00 17 43.00 1263.000 997.417 0.0520 3553.00 18 47.50 2525.000 2715.526 0.0510 27481.00 19 52.50 2525.000 2706.136 0.0330 27251.00 20 57.50 2828.000 2W3.069 0.0350 270 3.00 21 62.50 2525.000 2682.857 0.0560 26826.00 22 67.50 2W8.000 2673.549 0.0380 266 5.00 25 72.50 2828.000 2664.905 0.0300 26466.00 24 77.50 252B.000 2656.856 0.0600 26306.00 -

25 82.50 2828.000 2649.250 0.0620 26156.00 26 87.50 5741.470 5741.468 0.0200 135205.00 27 92.50 SA1.470 5741.468 0.0200 135205.00 2B 97.50 5741.470 5741.468 0.0200 138205.00 29 102.50 5741.470 5741.468 0.0200 135205.00 30 107.50 5741.470 5741.468 0.0200 138205.00 l

31 112.50 5741.470 5A1.468 0.0200 138205.00 32 117.50 SM1.470 5741.465 0.0200 138205.00 33 122.50 5741.470 5741.4tA 0.0200 13B205.00 34 130.00 5741.470 5M1.479 0.0200 %8u3.00 35 140.00 5741.47D 5741.479 0.0200 % 8 4 3.00 36 150.00 5 A1.470 S A1.479 0.0200 % 8 4 3.00 37 160.00 5741.470 5A1.479 0.0200 % 8643.00 38 170.00 5 A1.470 5A 1.479 0.0200 % 8643.00 39 200.00 SA1.470 5741.479 0.0200 % 8643.00

)

40 250.00 S A1.470 5741.479 0.0200 % 8 4 3.00 41 300.00 5741.470 5A1.479 0.0200 % 8 43.00 42 350.00 5A1.47D 5741.479 0.0200 % 8 4 3.00 43 400.00 5741.470 5741.479

0. C00 M S643.00 44 450.00 SA1.470 5741.479 0.0200 % 8643.00 1

45 5:V.00 5741.470 5741.479 0.0200 148643.00 46 550.00 5741.470 5741.479 0.0200 148443.00 47 600.00 5741.470 5A1.479 0.02u0 %B443.00 l

" File: T2-LV-PA.9CP T2-LV-PA 47 Depth Vaun Vs Deping G

1 1.00 441.000 392.659 0.0640 407.00 2

3.00 441.000 307.A3 0.09E 250.00-3 5.00 441.000 226.144 0.1560 1 5.00

)

4 7.00 441.000 154.486 0.2160 65.00 5

9.00 441.000 87.063 0.2710 20.00 6

11.00 586.417 325.497

0. % 30 306.00 7

13.00 706.100 463.321 0.1120 620.00 l

8 15.00 7D6.100 415.659 0.1330 499.00' 9

17.00 704.100 E9.851 0.1570 374.00 10 19.00 706.100 E 2.339 - 0.1730 319.00 li' 21.25 706.100 301.7E2 0.1900 263.00 12 25.75 706.100 258.505 0.2110 195.00 13 27.00 829.000 595.734 0.0910 1259.00 31,00 829.000 569.667 0.1000 1159.00 l

15 35.00 829.000 540.925 0.1100 1065.00 16 3P.00 829.000 506.991 0.1210 918.00 17 43.00 829.000 481.2D7 0.1320 827.00 18 47.50 % 14.000 1257.25) 0.ONO 58P1.00 19 52.50 %14.000 1238.W7 0.0620 - 5720.00 20 57.50 % %.000 1216. 3 6 0.0660 55 % 00 21 62.50 % %.000 1195.917 0.0500 5330.00 l

22 67.50 %%.000 1177.964 0.0530 5171.00 25 72.50 % %.000 1161.427 0.0560 5027.00 26 77.50 M14.000 1 % 1. 972 0.0600 4860.00 l

25 82.50 14 %.000 1125.165 0.0640 4718.00 26 87.50 2000.000 1929.331 0.0640 15606.00 27 92.50 2000.000 1922.706 0.0650 15499.00 1

2B 97.50 2000.000 1916.556 0.0660 15400.00 j

29 102.50 2000.000 1910.448 0.0670 15302.00 30 107.50 2000.000 1904.258 0.0680 15205.00 4

i 120C.,SAFEWJUDSW79N790 @$V-SSI99C2 A DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 10 of 21 31 112.50 2000.000 18FT.75 0.0680 15099.00 32 117.50 2000.000 18P1.15 0.0HO %996.00 B

122.50 2G10.000 156.E6 0.05G) M8K.00 34 130.00 2500.000 204.0P1 0.0620 216 5.00 35

% 0.00 2500.000 2620.551 0.063D 26586,00 36 150.00 2500.000 26Gl.918 0.0640 26131.00 37

% 0.00 2500.000 2398.868 0.0660 25913.00 5

170.00 2500.000 2 B P 9P1 0.0670 5722.0D 3P 200.00 3 3 0.860 3 BD. B P 0.0000 48671.00 40 250.00 330.860 3E.5p 0.0300 486M.00, 41 300.0D 3 30.860 3 ED.S P 0.0B00 48671.00 42 350.0D 3 30.860 3 5. 5 p 0.0300 48671.00 43 400.00 3 3 0.M 0 3 E. S P 0.0300 486M.00 44 450.00 3 3 0.860 3 50.85P 0.0300 48671.00 45 500.00 3 30.860 3 ED. s p 0.0B00 486M.00 46 550.00 3 3 0.860 3 E.857 0.0B00 48671.00 47 6G).00 35.860 330.85P 0.0880 486M.00

" File: T2-LV-PO.9CP T2-LV-PB 47 Depth Venam Vs Deipirg G

1 1.00 441.000 420.157- 0.0360 466.00 2

3.00 441.000 375.900- 0.0680 373.00 3

5.00 441.000 358.797 0.0720 305.00 4

. 7.00 441.000 305.W1 0.0920 M7.00 5

9.00 441.000 ' E.705 0.1090 215.00 6

11.00 586.417 448.126 0.073D 5E.00 7

13.00 706.100 572.613 0.055 947.00 8

15.00 704.100 557.913 0.0850 899.00 9

17.00 706.100 % 2.175 0.0710 869.00

- 10 19.00 706.100 525.98P 0.075) 799.00 11

21. 5 706.100 509.366 0.m50 749.00 12 5.75 706.100 491.955 0.0P10 6PP.00 13 27.00 829.000 661. % 7 0.0830.1565.00 31.00 829.000 S.M2 0.0720 MW1.00 15 35.00 829.000 613.677 0.E0 1365.00 16 3P.00 829.000 592.318 0.G57D 1253.00 17 43.00 829.000 568. 6 0.0960 11 %.00 18 47.50 1414.000 1367.421 0.0 2 6766.00 19 52.50 14 %.000 1359.351 0.0190 6685.00 20 57.50 14 %.000 1332.200 0.0200 6614.00 21 62.50 %%.000 1325.961 0.0210 6552.00 22 67.50 % 14.000 1320.265 0.0220 64 %.00 5'

72.50 14 %.000 1315.274 0.0250 6447.00 N

77.50 % %.000 1310.778 0.0360 6405.00 -

5 82.50 % %.000 1306.75) 0.0250 6366.00 26 87.50 2000.000 1920.864 0.0650 1546P.00 27 92.50 2000.000 1913.753 0.0660 15355.00 3

97.50 2000.000 1907.31 0.0670 15251.00 29 102.50 2 3 0.000 1901.369- 0.06E 15195.00 30 - 107.50 2000.000 18P5.88 0.0WO 15086.00 31--

112.50 2000.00D 1890.555 0.0600 M685.00 32 117.50 2000.000 1 5.818 0.0500 %910.00 B

122.50 2000.000 1 51.300 0.0510 %85.00 36 130.00 2500.000 N 2p.251 0.0620 365M.00 5

%0.00 2500.000 36 %. 5 6 0.0640 28380.00 36 150.00 2500.000 3601.395 0.0650 25908.00 37 160.0D 2500.000 ZB.925 0.0670 25609.00 '

E 170.(B 2500.000 2377.415 0.06E 25452.G) 39 21B.El 3 E.860 3 3 0.859 0.0880 48671.00 40 250.00 3 5.860 3 E.85P 0.0B00 48671.00 41 300.0D 3 30.860 3 3 0.8 W 0.0300 486M.00 42 350.00 3 5.860 3 E. 5 p 0.0300 48671.00 43 400.00 3 3D.860 3 B D.85P 0.0210 48671.0D 44 450.0D 3 E.860 3 E.85P 0.0B00 48671.00 45 500.00 3 E.860 3 3.85P 0.0300 48671.0D 46 550.0D 3 30.060 3 5.85P 0.0310 486M.00 47 6G).5) 3 E.860 3 E. 5 p 0.0300 48671.00 -

" File: T2-LV-PC.E P T2-LV-PC 47 Depth Vuuan Vs Denpiry G

1

.1.(B 441.000 416.9W 0.0 E 49P.00 2

3.00 461.000 378.912 0.07tB 379.00 3

5.00 441.000 363.792 0.090D - 312.00 I

4 7.00 441.000 308.972 0.1070 252.00 5

9.00 441.000 30.705 0.1200 215.00 6

11.00 586.417 454.666 0.0P10 597.00 7

13.00 706.15) 582.35 0.(E30 979.00 8

15.00 706.100 566.d08 0.(20 921.00 '

9 17.00 706.100 % 5.996 0.0P10 861.00

~'

'10 19.5) 706.100 53.9P5 0.0P70 8D7.00 11 21.5 706.10D 510.385 0.1020 752.00 I 90C,$AFIMo00$W79(M790 0t*WS5499C2-A DOC o

05996.02 G(PO18)-2 (Rev 0)

Attachment A Page 11 of 21 12 B.75 706.100 491.603 0.1070 m.00 13 27.00 829.000 623.635 0.0650 1389.00 31.00 829.000 589.47t.

0.0750 1261.00 15 35.00 829.000 556. 5 7 0.050 1105.00 16 39.00 829.000 55.030 0.0930 977.00 17 43.00 829.000 490.43 0.1040 59.00 18 47.50 14 %.000 139.1%

0.0c40 5722.00 19 52.50 %14.000 1222.7ES 0.06t,'t 5U2.00 20 57.50 1414.000 1208.GB 0.0710 % 39.00 21 62.50 % %.000 1195.019 0.0740 5322.00 22 67.50 % 14.000 1183.315 0.0770 5218.00 23 72.50 1414.000 1168.357 0.0000 5057.00 24 77.50 14 %.000 1151.099 0.050 4938.00 5

82.50 1414.000 1135.728 0.0E0 4807.00 26 87.50 2000.000 1925.991 0.0650 15552.00 27 92.50 2000.000 1919.726 0.0650 15451.00 2B 97.50 2000.000 1913.9r.0 0.0460 15358.00 29 102.50 2000.000 1908.636 0.0670 15273.00 30 107.50 2tX10.000 1902.754 0.0680 15179.00 31 112.50 2000.000 1895.786 0.0690 15068.00

-32 117.50 2000.000 158.978 0.0500 %960.00 33 122.50 2000.000 152.400 0.0500 %E6.00 34 130.00 2500.000 2630. 5 7 0.0420 26596.00 35

%D.00 2500.000 2415.4(B 0.0640 26272,00 36 150.00 2500.000 2401. 5 5 0.0450 25978.00 37 160.00 2500.000 2389.573 0.0670 5713.00 38 170.00 2500.000 2378.395 0.06W 25473.00 39 200.00 3250.840 3250.839 0.0260 48471.00 40 250.00 3280.860 3280.839 0.0260 48671.00 41 300.00 32B0.840 3280.839 0.0260 48471.00 42 350.00 3280.840 3280.839 0.0260 48471.00 43 400.00 3280.840 3280.839 0.0260 48471.00 44 450.00 3250.840 3280.839 0.0260 48471.00 45 500.00 3280.860 3280.839 0.0260 48671.00 46 550.00 3250.840 3280.839 0.0260 48471.00 47 600.00 3280.840 3280. 5 9 0.0260 48671.00

" File: T2-W-PA.SCP T2*PA 47 Depth Vomax Vs Depiro 0

1 1.00 540.000 501.536 0.0350 664.00 2

3.00 540.000 425.057 0.0730 477.00 3

5.00 540.000 363.606 0.1070 349.00 4

7.00 540.000 306.650 0.%10 245.00 5

9.00 540.000 253.772 0.1740 170.00 6

11.00 718.062 480.202 0.1000 466.00 7

13.00 862.672 629.635 0.0Bil0 1 % 5.00 8

15.00 862.672 600.665 0.0990 1042.00 9

17.00 862.672 571.403 0.1110 963.00 10 19.00 862.672 541.57 0.1220 868.00 11 21.25 862.672 507.202 0.1340 743.00 12 B.75 862.672 464.8 %

0. % 80 624.00 13 -

27.00 1015.003 816.22 0.0660 2379.00 31.00 1015.000 791.960 0.0700 2240.00 15 E.00 1015.000 763.5 5 0.0790 2086.00 16 39.00 1015.000 737.991 0.0570 1963.00 17 43.00 1015.000 710.326 0.0960 1802.00 18 47.50 2000.000 15.5B 0.0260 1315.00 19 52.50 2000.000 1868.642 0.0280 13013.00 20 57.50 2000.000 1869.154 0.0300 12743.00 21 62.50 2000.000 1828,139 0.0530 12455.00 22 67.50 2000.000 18B.E5 0.0350 12196.00 23 72.50 2000.000 1791.295 0.03 2 11958.00 26 77.50 2000.(00 1775.061 0.0600 11742.00 E

82.50 2000.000 1760.011 0.062D 11544.00 26 87.50 4511.1 % 4511. % 2 0.0230 5 320.00 27 92.50 4511.155 4511. % 2 0.0230 5320.00 2B 97.50 4511.155 4511. % 2 0.0230 E320.00 29 102.50 4511.155 4511. % 2 0.0230 E 320.00 30 107.50 4511.155 4511. % 2 0.0230 5 320.00 31 112.50 4511.1 % 4511. % 2 0.0230 E320.00 32 117.50 4511.155 4511. % 2 0.0230 5 320.00 33 122.50 4511.155 4511. % 2 0.0230 5 320.00 34 130.00 4511.1% 4511.E7 0.0 B0 91641.00 35 140.00 4511.1 % 4511. % 7 0.0230 91641.00 36 150.00 4511.1 % 4511. % 7 0.0230 91641.00 37 160.00 4511.1 % 4511. % 7 0.0230 91641.00 38 170.00 4511.1 % 4511. % 7 0.0230 91641.00 39 200.00 4511.1 % 4511. % 7 0.0230 91661.00 40 250.00 4511.12 4511.E7 0.0230 91641.00 41 300.00 4511.1% 4511.M7 0.0230 91641.00 42 350.00 4511.155 4511.167 0.0230 91641.00 43 400.00 4511.1 % 4511. % 7 0.0230 91641.00 imoc.sArrwxoswm4monsv.ssi,vc2 Apoc 1

1

p 0$996.02-G(PO18)-2 (Rev 0)

Attachment A Page 12 of 21 44 450.00 4511.155 4511. % 7 0.0230 91641.00 45 500.00 4511.155 4511. 4 7 0.0230 91641.00 46 550.00 4511.155 4511. % 7 0.0230 91641.00 47 600.00 4511.155 4511. % 7 0.0 50 91641.00

" File: T2-w-PB.stP

=

T2-w-PB 47 Depth Veum Vs Despira 0

1 1.00 540.000 525.151 0.0190 728.00 2

3.00 540.000 45.80b 0.G57D 623.00 3

5.00 540.000 453.125 0.0510 542.00 4

7.00 540.000 423. 5 1 0.0670 473.00 5

9.00 540.000 396.021 0.0820 414.00 6

11.00. 718.062 596.019 0.0540 102L6.00 7

13.00 862.672 739.865 0.0470 1581.00 8

15.00 862.672 726.%7 0.0510 1525.00 9

17.00 862.67;T 7 %.390 0.0540 1474.00 10 19.00 862.672 700.441 0.0590 1417.00 11 21.25 862.672 65.198 0.0640 1356.00 12 Z5.75 862.672 670.126 0.0600 1297.00 13 27.00 1015.000 862.206 0.0490 2655.00 14 31.00 1015.000 844.322 0.E30 2546.00 15 35.00 1015.000 822.654 0.0590 2417.00 16 39.00 1015.000 E0.G50 0.0660 2286.00 17 43.00 101S.000 779.125 0.0720 2168.00.

18 47.50 2000.000 1957.224 0.0110 % 275.00 19 52.50 2000.000 1953.450 0.0120 % 221.00 20 57.50 2000.000 1950.013 0.0120 % 171.00 21 62.50 2000.000 1942.W5 0.0130 %069.00 22 67.50 2000.000 1954.748 0.0%0 13950.00 23 72.50 2000.000 1926.475 0.0150 13E51.00 24 77.50 2000.000 1918.942 0.0160 13725.00 25 82.50 2000.000 1911.937 0.017D 13623.00 26 87.50 4511.155 4511. % 2 0.0D0 5320.00 27 92.50 4511.155 4511. % 2 0.0230 E 320.00 28 97.50 4511.155 4511. % 2 0.0230 85320.00 29 102.50 4511.155 4511. % 2 0.0 D0 E 320.00 30 107.50 4511.155 4511. % 2 0.0 50 85320.00 31

'112.50 4511.1 % 4511. % 2 0.0 a0 85320.00 32 117.50 4511.155 4511. % 2 0.0230 85320.00 33 122.50 4511.155 4511. % 2 0.0 50 E 320.00 34 130.00 4511.155 4511. % 7 0.0230 91641.00 35

% 0.00 4511.155 4511. % 7 0.0230 9 441.00 36 150.00 4511.155 4511. 4 7 0.0 D0 91641.00 37 160.00 4511.155 4511. % 7 0.0230 91641.00 38 170.00 4511.155 4511. % 7 0.0230 91641.00 39 200.00 4511.155 4511. % 7 0.0230 91641.00 40 250.00 4511.155 4511. % 7 0.0 D0 91641.00 41. 300.00 4511.155 4511.M7 0.0 D0 91641.00

)

42 350.00 4511.155 4511. % 7 0.0B 0 91641.00 43 400.00 4511.155 4511. % 7 0.0 B0 91641.00 1

44 450.00 4511.155 4511. % 7 0.0230 91641.00

. 45 500.00 4511.155 4511. % 7 0.0 D 0 9 241.00 46 550.00 4511.155 4511. % 7 0.0B0 9441.00 47 600.00 4511.155 4511. % 7 0.0230 9 % 41.00

" File: T2-W -PC.stP T2-W-PC 47 Depth Veum Vs Deipire G

1 1.00 540.000 519.713 0.0300 713.00 -

i 2

3.00 540.000 486.195 0.0550 624.00 3

5.00 540.000 458.1 %

0.0730 554.00 4

7.00 540.000 429.950 0.0570 425.00 5

9.00 540.000 401.720 0.0980 426.00 6

11.00 718.062 605.810 0.0760 1053.00 7

13.00 862.672 745.227 0.06E 1604.00 8-15.00 862.672 733.520 0.0720 1554.00 9

17.00 862.672 723.540 0.0760 1512.00 10 19.00 95'2.672 711. 719 0.0000 % 65.00 11 21.25-862.672 605.729 0.0840 1398.00

' 12 25.75 862.672 678.t57 0.05B0 1328.00

' 13 27.00 1015.000 852.298 0.0490 2474.00 31.00 1015.000 811.600 0.0530 2353.00 15 35.00 1015.000 780.E5 0.0610 2175.00 1

16 3P.00 1015.000 750.946 0.0680 2014.00 17 43.00 1015.000 7Z3.40P 0.0750 186P.00 18 47.50 2000.000 1867.708 0.0430 13000.00 19 52.50 2000.000 159.212 0.0450 12882.00 20 57.50 2000.000 1843.705 0.04E 12668.00 21 62.50 2000.000 1827.992 0.0500 12453.00 22 67.50 2000.000 1810.810 0.0530 12220.00 Z3 72.50 2000.000 1795.957 0.0560 11994.00 24 77.50 2000.000 1775.514 0.0590 1175.00 l \\ DOC,6AFEW0005W79N190 0t W%$$f99C2-A. DOC

p~

I 05996.02-G(PO18)-2 (Rev 0)

Attachment A Page 13 of 21 5

82.50 E00.000 124.15 0.062D 11598.00 26 87.50 4511.155 4511.142 0.0 D 0 5 32D.00' 27 92.50 4511.155 4511.142 0.0 5 D 5 320.0D E'

97.50 4511.155 4511.142 0.0 D 0 5 320.00 29 102.50 4511.155 4511.142~ 0.0 DD 5 320.00 30 107.50 4511.155 4511.142 0.0 D0 5 32D.00 31 112.50 4511.155 4511.142 0.0 D0 5 32D 00.

32 117.50 4511.155 4511.142 0.0D0 3320.00 E

122.50 4511.155 4511.142 0.0250 5 320.00 36 130.0D 4511.155 4511.167 0.0250 91M1.00

+

5 140.00 4511.155 4511.167

0. 6 91661.00 36 150.00 4511.155 4511.167 0.J230 91661.00 37. 160.0D 4511.155 4511.167 0.0 BD 91641.00 E.

170.00 4511.155 4511.167 0.0D0 91641.00 3P 200.00 4511.155 45't.167 0.0 D0 91M1.00 40 250.00 4511.155 4511.167 0.0 D0 91661.00 41 300.00 4511.155 4511.167 0.0 D0 91661.00 42 350.00 4511.155 4511.167 0.0 D0 91661.00 43 400.00 4511.155 4511.167 0.0 D0 91661.00 44 450.00 4511.155 4511.167 0.G D0 91641.00 45 500.00 4511.155 4511.167 0.0 D 0 91M 1.00 46 550.00 4511.155 4511.167 0.0 D0 91661.00 47 600.00 4511.155 4511.167 0.0D0 91661.00

" File: T3-W-PA.s(P T3-W-PA 47 Depth Vauan vs Depiry G

1 1.00 661.000 636.200 0.0270 1062.00 2

3.00 661.000 571.110 0.0510 861.00 3

5.00 661.000 50P.054 0.072 686.00 4

7.00 661.000 460.5 5 0.0990 560.00 5

9.00 661.000 419.706 0.1200 465.00 6

11.00 879.626 671.6M 0.0000 1305.00 7

13.00 1056.149' 56.366 0.0670 2118.00 8

15.00 1056.149 853.3PT 0.07E 2006.00 9

17.00 1056.149 813.211 0.072 1910.00 10 19.00 1056.149 795.13 0.050 1826.00 11

21. 5 1056.149 777.292 0.(E70 1745.00 12 5.75 1056.149 759.969 0.0P10 1668.00 13 27.00 1343.000 1(E3.919 0.0660 4196.00 14 31.00 1263.000 1(57.374 0.0510 3995.00 15-35.00 1263.000 1051.775 0.0570 352.00-16 39.00 1263.000 1008.861 0.062D 365.00 17 43.00 1263.000 MB.51 0.0660 34 5.00 18 47.50 2028.000 2 41. 2 0.01E 3 618.00 l

19 52.50 2028.0r') 2747.10P 0.0190 3136.00 20 57.50 2028.000 2736.136 - 0.0200 27E 9.00 21 62.50 2028.000 2721. 5 0 0.0210 2 M10.00 22 67.50 2028.000 2710.677 0.022D 27 E 5.0D Z5 '

72.50 28 3.000 2700. M5 0.0B0 27173.0D 26 77.50 E25.000 3600.57 0.GB60 M G M.00 3

82.50 28 3.000 3 81.666 0.0D0 315 B.00 26-87.50 5M1.470 5M1.468 0.020D 138205.00 27 92.50 5M1.470 5M1.468 0.0200 1 5205.00 B

T.50 5M1.470 SM1.468 0.020D 1E55.00 3

102.90 5M1.470 5M1.468 0.020D 1325.00 30 107.50 5M1.470 5M1.468 0.03B 1E55.00 31-112.50 5M1.470 5M1.468 0.0200 1E205.00 32 - 117.50 5M1.470 5M1.468 0.02001EE5.00 E

122.50 5M1.470 5M1.468 0.GED 1EE5.00 36 13D.00 5M1.470 5M1.4M 0.0200 148643.00 5

140.m 5M1.470 5M1.479 0.0200 148643.00 36 150.00 SM1.470 5M1.479 0.0200 148643.00 37 160.00 5M1.470 5M1.479 0.0200 148643.00

-B 170.00 5741.470 5 M1.479 0.0200148643.0D 3P 200.00 SM1.470 5M1.479 0.0200 148643.00 40 250.00 SM1.470 5M1.479 - 0.0200 148643.00 41 3(B.00 5M1.470 5M1.479 0 GED 148643.00 42 - 350.00 5M1.470 5M1.4M 0.0200148643.0D

~ 43 400.00 5M1.470 5M1.479 0.GED 148643.00 44 450.00 ' 5M1.470 5M1.479 0.GED 148643.00 45 500.CD 5M1.470 5M1.479 0.G10D 148643.0D 46 550.00 5M1.470 5M1.4W 0.0200148643.0D 47 600.00 5M1.470 5M1.479 0.0200 148643.00

" File: T3-W-P8.s(P

=

T3-W-P8 47

' Depth Vama Vs Depiq G

1 1.00 661.000 682.552 0.0160 1136.00 2

3.00 661.000 620.006 0.0270 1017.00-3 5.00 661.000 589.712 0.05E 918.00 4

7.00 661.000 566.105 0.06E 860.00 5

9.00 661.000 564.279 0.0550 782.00 t

i IWOC.SAFEwoooSW79W7900nSV SS199C2 A. DOC

05996.02-G(PO18).2 (Rev 0)

Attachment A Page 14 of 21 6

11.00 879.626 777.737 0.0600 1747.00 7

13.00 1 5 6.149 960.43 0.0340 2664.00 8

15.00 1056.149 965.140 0.0B0 255.00 9

17.00 1056. % 9 931. 5 9 0.0410 25Gl.00 10 19.00 1056.M9 920. 3 1 0.0440 2645.00 11

21. 5 1056. % 9 905.721 0.0660 2M5.00 12 25.75 1056.149 8P7.797 0.0690 2328.00 13 27.00 1 K3.000 1121.3 9 0.0360 4496.00 14 31.00 1263.000 1103.250 0.0600 4347.00 15 E.00 1M3.000 1(E5.597 0.0430 420P.00 16 39.00 1863.000 1070.5I3 0.0660 4093.00 17 43.00 1M3.000 1054.55 0.0690 3P74.00 18 47.50 283.000 2ED4.434 0.0000 29310.00 19 52.50 2B28.000 2798.579 0.0090 29196.00 20 57.50 2B28.000 2793.957 0.0000 29091.00 21 62.50 2828.000 2799.420 0.0100 21N97.00 22 67.50 2B28.000 2785.328 0.0100 2BP12.00 23 72.50 2825.000 2781.569 0.0100 2M54.00 24 77.50 2B28.000 2778.096 0.0110 28762.00 5

82.50 2B28.000 2774.5 6 0.0110 28195.00 i

26 87.50 5741.470 SM1.468 0.0200 138205.00 j

27 92.50 5741.470 5741.468 0.0200 13825.00 i

i 2B 97.50 5741.470 5741.468 0.0200 138205.00 1

29 ' 102.50 5741.470 5741.468 0.020013B205.00 -

l 30 107.50 5M1.4?D 5741.468 0.0200 138205.00 31 112.50 5741.470 SM1.468 0.0200 138205.00

' 32 117.50 5741.470 5741.468 0.0200 138205.00 33 122.50 5741.470 5741.468 0.0200 138205.00 34 130.00 $ M1.470 5741.479 0.0200 %B443.00 5

%0.00 5M1.47D 5741.479 0.0200 % 8643.00 36 150.00 5741.470 5741.479 0.0200 % 8643.00 37 160.00 5741.470 SM1.479 0.0200 % 8643.00 38 170.00 5741.470 5741.479 0.0200 148643.00 39 200.00 5741.47D 5741.479 0.0200 % 8443.00 40 250.00 SM1.470 5741.479 0.0200 %8643.00 41 300.00 5741.470 5741.479 0.0200 148643.00 -

42 350.00 5 M 1.470 5 M 1.479 0.0200 %8643.00 43 400.00 5M1.470 5741.479 0.0200 % 8643.00 44 450.00 5741.470 5741.479 0.0200 % 8643.00 45 500.00 SM1.470 SM1.479 0.0200 % 8643.00 46 550.00 SM1.470 5741.479 0.0200 % 8643.00 47 600.00 SM1.470 5741.479 0.0200 % 8463.00

" File: T3-lW-PC.S(P T3-W-PC 47 Depth Vasex Vs Depiry G

1 1.00 661.000 645.254 0.0260 1099.00 2

3.00 661.000 617.963 0.0630 10 3.00 3

5.00 661.000 58P.712 0.0580 918.00 4

7.00 661.000 567.784 0.0700 21.00 5

9.00 661.000 551.195 0.0780 802.00 6

11.00 879.626 779.072 0.0600 1753.00 7

13.00 1056. % 9 958.599 0.0530 2654.00 8

15.00.1Gi6.%9 965.326 0.0570 2581.00 9

17.00 1056.149 933.900 0.0610 519.00 10 19.00 1056.%9 906.025 0.0640 3666.00 11

21. 5 1056.149 9 %.419 0.0670 2615.00 12 25.75 ' 1056.149 905.36 0.0700 2367.00 13 27.00 1263.000 1094.970 0.0560 4E2.00 '

31.00 1263.000 1074.579 0.0600 4124.00 15 5.00 1263.000 154.918 0.0630 3P75.00 16 3P.00 1263.000 1057.7 3 0.0660 3866.00 17 43.00 1263.000 1019.627 0.0490 3713.00 18 47.50 2B28.000 2728.290 0.0290 27740.00 19 52.50 2B28.000 2715.820 0.0510 27487.00 20 57.50 2B28.000 2706.555 0.0530 27259.00 21 62.50 2B28.000 28P3.996 0.0350 27067.00 22 67.50 2B28.000 2686.317 0.0360 26E3.00 25 72.50 2B28.000 2675.405 0.0570 26675.00 26 77.50 2028.000 2667.118 0.0500 28510.00 5

82.50 2B28.000 2659.460 0.0600 26358.00 -

26 87.50 5M1.470 5M1.468 0.0200 1E 22.00 27 92.50 5M1.470 57E1.468 0.0200 1 5 205.00 28 97.50 SM1.470 5M1.468 0.020013B25.00 29 102.50 5741.470 5M1.468 0.0200 1 E 205.00 31 ~ 107.50 5M1.470 57E1.468 0.0200 13B205.00 30 112.50 5M1.470 5M1.468 0.02001E205.00 32 117.50 5M1.470 57E1.468 0.0200 138205.00 35 122.50 5M1.470 5M1.468 0.0200 138205.00 36 130.00 5M1.470 57E1.479 0.0200 % 8643.00 5

%0.00 5741.470 5M1.479 0.0200 %8643.00 36 150.00 5M1.470 5M1.479 0.0200 %8443.00 37 160.00 5741.470 5741.479 0.0200 %B643.00 teoc_smuoaosmunoonsv.ssmC2 ADOC

05996.02-G(PO!8).2 (Rev 0)

Attachment A Page 15 of 21 l

38 170.00 5M1.470 5M1.479 0.0200 148 M3.00 3P 200.00 5M1.470 5741.4M 0.0200 148 M3.00 -

l 40 250.00 5741.470 5741.479 0.0200 % 8 u3.00 41 300.00 5M1.470 5M1.479 0.0200 %8M3.00 42 350.00 5741.470 5741.4M 0.0200 % 8443.00 43 400.00 5741.470 5741.479 0.0200 % 8643.00 -

44 450.00 SM1.470 5M1.4M - 0.0200 % 8443.00 45 500.00 5M1.470 5M1.479 0.0200 M8 43.00 46 550.00 5M1.470 57E1.479 0.0200 % 8 4 3.00 47 600.00 5M1.470 5M1.479 0.0200 % 8443.00

= File: T3-LV-PA.80P T3-LV-PA 47 Depth Venen Vs Daupirg 0

1 1.00 441.000 3 %.106

0. owe 410.00 2

3.00 441.000 308. 5 8 0.0980 31.00 3

5.00 441.000 254.370 0.1500

% 5.00 4

7.00 441.000 198.4 5 0.1820 106.00 5

9.00 441.000 182.585 0.1950 5.00 6

11.00 586.417 369.815 0.1210 395.00 7

13.00 706.100 485.222 0.1020 680.00 8

15.00 706.100. 453.505 0.1170 5 %.00 9

17.00 706.100 '418.150 0.1320 505.00 10 19.00 704.100 381.795 0.%70 421.00 11

21. 5 704.100 52.561 0.1610 359.00 12 5.75 706.100 B7.508 0.1700 329.00 13 27.00 829.000 644.1M 0.0710 %82.00 14 31.00 829.000 617.544 0.0820 1362.00 15 E.00 829.000 590. 5 8 0.0920 12*7.00 16 3P.00 829.000 563.986 0.1020 1136.00 17 43.00 829.000 540.666 0.1100 1064.00 18 47.50 1414.000 1281.902 0.0550 6126.00 19 52.50 14 %.000 1265.366 0.0580 5967.00 20 57.50 14 %.000 1266.995 0.0610 5795.00 21 62.50 14 %.000 1229.350 0.0640 5652.00 22 67.50 1414.0m) 1213.955 0.0670 5492.00 5

72.50 1414.000 1200.5Gl 0.0690 5371.00 26 77.50 % 14.000 11 5.828 0.0510 5267.00 3

82.50 % 14.000 1178.M1 0.0530 5178.00 26 87.50 2000.000 1956.158 0.0610 16063.00 27 92.50 2000.000 1969.256 0.0410 15950.00 '

28 97.50 2000.000 1960.918 0.0630 15796.00 29 102.50 2000.000 1955.222 0.0640 1566P.00 30 107.50 2000.000 1926.115 0.0650 15554.00 31 112.50 2000.000 1919.602 0.0650 15449.00 32 117.50 2000.000 1913.566 0.0660 1552.00 E

122.50 2000.000 1907.969 0.0670 15262.00 34 - 130.00 2500.000 2469. 3 0 0.0600 270 %.00 E

%0.00 2500.000 2644.98P 0.0610 26919.00 36 150.00 2500.000 265.GB 0.0620 26700.00 37 160.00 2500.000 2626.218 0.06E 26464.00 B

170.00 2500.000 26 %.672 0.0640 26256.00 39 200.00 3E.860 3E.85P 0.0260 48671.00 40 250.00 3280.860 3280.5p 0.0860 48471.00 41 300.00 330.860 325).85P 0.0260 48671.00 42 E 0.00 3280.860 325).859 0.0260 48671.00 43 400.00 3E.860 3E.85P 0.0260 48671.00 44 450.00 330.860 3E.859 0.0260 48671.00 45 500.00 325).860 3 5.859 0.0360 48671.00 46 550.00 3280.860 3E.859 0.0260 48671.00 47 600.00 330.860 3280.85P 0.0260 48671.00

" File: 73-LV-PB.8CP T3-LV-P8 47 Depth Venen Vs Daupire G

1 1.00 441.000 420.607 0.0230 467.00 2

3.00 441.000 377.40p.0.0680 376.00 3

5.00 441.000 361.581 0.0700 308.00 4

7.00. 441.000 310.55 0.0890 255.00 5

9.00 441.000 - E.68P 0.1050 220.00 6

11.00 586.417 466.068 0.0650 622.00 7

13.00 706.100 990.788 0.0510 10 3.00 8

15.00 706.100 580.122 0.Gi50 972.00 9

17.00 7D6.100 564.5 5 0.0620 921.00

'10 19.00 706.100 548.525 0.0600 869.00.

11

21. 5 706.100 531.860 0.0780 817.00 12 5.75 706.100 514.320 0.0850 764.00 13 27.00 829.000 677.850 0.0570 1641.00 31.00 829.000 653.452 0.0660 1525.00 15 B.00 829.000 631.666 0.0740 % 25.00 16. 39.00 829.000 612.E7 0.M00 133P.00 17 43.00 829.000 596.676 0.M60 1263.00 18 47.50 1414.000 157.95 0.0160 6872.00 t eoc.,$AMWOOSW9M900f4V S$l99C24 DOC

05996.02.G(pol 8).2 (Rev 0)

Attachment A Page 16 of 21 19 52.50 1414.000 1351.795 0.0170 6810.00 20 57.50 1414.000 1346.325 0.0180 655.00 I

21 62.50 1414.000 1340.853 0.0190 6700.00 22 67.50 1414.000 1B5.821 0.0200 6650.00 23 72.50 1414.000 1B1.295 0.0200 6605.00 26 77.50 1414.000 1327.155 0.0210 6564.00 25 82.50 1414.000 1323.409 0.0220 6527.00 26 87.50 2000.000 1951.EEi 0.0610 15973.00 27 92.50 2000.000 1965.153 0.0620 15863.00 28 97.50 2000.000 1958.827 0.0430 15760.00 29 102.30 2000.000 1932.913 0.0640 15664.00 30 107.50 2000.000 1927.352 0.0640 15574.00 31 112.50 2000.000 1920.596 0.0650 15465.00 32 117.50 2000.000 1914.003 0.0660 15359.00 1

33 122.50 2000.000 1907.699 0.0470 15258.00 34 130.00 2500.000 2449.144 0.0400 27011.00 35 140.00 2500.000 2444.561 0.0610 26910.00 36 150.00 2500.000 2432.357 0.0420 26662.00 37 160.00 2500.000 2420.001 0.0630 26372.00 38 170.00 2500.000 2408.733 0.0450 26127.00 39 200.00 3280.860 3280.859 0.0260 48471.00 40 250.00 3280.840 3280.859 0.0260 48471.00 41 300.00 3280.860 3280.859 0.0260 48471.00 42 350.00 3280.860 3280.859 0.0260 48671.00 43 400.00 3280.860 3280.859 0.0260 48671.00 4

44 450.00 3280.860 3280.859 0.0260 48471.00 45 500.00 3280.840 3280.859 0.0260 48471.00 46 550.00 3250.860 3280.859 0.0260 48671.00 47 600.00 3280.840 3280.859 0.0260 48671.00

" File: T3-LV-PC.SCP T3-LV-PC 47 Depth Ve m Vs Deping G

1 1.00 441.000 417.443 0.0370 460.00 2

3.00 441.000 379.411 0.0690 3E.00 3

5.00 441.000 345.441 0.0830 315.00 4

7.00 441.000 313.858 0.1050 260.00 5

9.00 441.000 289.364 0.1150 221.00 6

11.00 586.417 471.103 0.0850 641.00 7

13.00 7tK.100 597.470 0.0730 1031.00 8

15.00 706.100 589.007 0.0770 1002.00 9

17.00 706.100 573.218 0.0850 949.00 10 19.00 706.100 556.359 0.0880 896.00 11 21.25 704.100 538.974 0.0930 859.00 12 25.75 704.100 520.676 0.0990 785.00 13 27.00 829.000 665.477 0.0590 1485.00 14 31.00 829.000 613.449 0.0600 1344.00 15 35.00 829.000 583.586 0.0770 1218.00 16 39.00 829.000 556.237 0.0850 1105.00 17 43.00 829.000 529.150 0.0920 1000.00 18 47.50 1414.000 1261.541 0.0580 5951.00 19 52.50 1414.000 1267. % 1 0.0610 5806.00 20 57.50 1414.000 1235.753 0.0640 5691.00 21 62.50 1414.000 1224.629 0.0670 5589.00 l

22 67.50 1414.000 1214.507 0.0700 5497.00 23 72.50 1414.000 1205.306 0.0720 5414.00 26 77.50 1414.000 1196.9B6 0.0740 5339.00-25 82.50 1414.000 1189.166 0.0750 5270.00 26 87.50 2000.000 1955.487 0.0610 16032.00 27 92.50 2000.000 1969.868 0.0610 15960.00 28 97.50 2000.000 1962.576 0.0620 15821.00 29 102.50 2000.000 1954.57 0.0630 15696.00 30 107.50 2000.000 1927.662 0.0440 15579.00 31 112.50 2000.000 1920.864 0.0650 15469.00 32 117.50 2000.000 1914.005 0.0660 15359.00 33 122.50 2000.000 1907.324 0.0670 15252.00 34 130.00 2500.000 2448.962 0.0400 27007.00 35 140.00 2500.000 2644.515 0.0610 26909.00 36 150.00 2500.000 2432.677 0.0620 26669.00 37 160.00 2500.000 2420.826 0.0630 26390.00 38 170.00 2500.000 2410.026 0.0640 26155.00 39 200.00 3280.840 3 3 0.859 0.0260 48471.00 40 250.00 3 3 0.860 3 2 0.859 0.02e0 48671.00 41 300.00 3250.840 3280.859 0.0260 48671.00 42 350.00 325).840 3280.859 0.0260 48471.00 43 400.00 3280.860 3280.859 0.0260 48671.00 44 450.00 3280.840 3 3 0.859 0.0260 486'1.00 45 500.00 325).860 325).859 0.0260 48671.00 46 550.00 325).860 32E.859 0.0260 48471.00 47 600.00 3280.840 3 3 0.859 0.0260 48471.00

" File: T3-W-PA.SCP T3-W-PA 1

coc.SAMWOODSWM4 mon 5V SSMC2 Af>0C

r-05996.02-G(pol 8)-2 (Rev 0)

Attachment A Page 17 of 21 47 Depth Vmust Vs Degirg G

1 1.00 540.000 502.668 0.umo 667.00 2

3.00 540.000 426.422 0.0730 40.00 3

5.00 540.000 366.6 %

0.1060 E1.00.

4

~7.00 540.000 311.414 0.1370- 256.00 5

9.0D 560.000 369.eE5 0.M20 M.00 6

11.00 718.062 ' 502.5 6 0.09 5 7 5.00 7

13.00 862.m 662.0$P 0.0MO 1386.00 8

15.00 862.672 661. W 0.W0 1190.00 9

17.00 862.672 6%.NT 0.0930 1097.00 10 19.00 862.672 592. 5 1 0.10lD 1013.00 11

21. 5. 862.672 566.229 0.1130 996.00 12 25.75 862.672 538.EIP 0.12 2 556.00 13 27.00 1015.000 - 5 2. 8 4 0.0600 3676.00 31.00 1015.000 808.579 0.0660 23 5.00 15 35.00 1015.000 786.E2 0.0720 2215.00 39.00 1015.000 752.254 ' O.0000 2075.00 17 43.00 1015.000 - M0.263

0. 5 70 1957.00 18 47.50 2000.000 1 5 6.262 0.0250 1572.00 19 52.50 2000.000 1 5 6.5 %

0.0260 132 5.00 2D 57.50 2000.000 1875.995 0.0270 13110.00 21 62.50 2E10.000 1867.405 0.02 5 12997.00 22 67.50 2000.000 153.575 0.0500 1 M 14.00 25 72.50 2000.000 1 5 7.75 0.0520 12586.00 26 77.50. 2000.000 1822.996 0.0540 1235.00 5

82.50 2000.000 189.33 0.0550 12200.00 36 87.50 4511.155 4511. % 2 0.0250 5 320.00 27 92.50 4511.155 4511. % 2 0.0250 5 320.G0 3

97.50 4511.155 4511. % 2 0.0250 5 320.00 N

102.50 4511.155 4511.142 0.0250 5 320.00 30 107.50 4511.155 4511. % 2 0.0250 85320.00 31 112.50 4511.155 4511. % 2 0.0250 85320.00 32. 117.50 4511.155 4511. % 2 - 0.0250 85320.00 5-122.50 4511.155 4511. % 2 0.0250 85320.00

' 34 130.00 4511.155 4511. %7 0.0250 9 4 61.00 35 140.00 4511.155 4511. %7 0.0250 91661.00 36 150.00 4511.155 4511. 4 7 0.0250 9 261.00 37 160.00 4511.155 4511. 27 0.0250 9 % 61.00 38 170.00 4511.155 4511. %7 0.0250 9 241.00-39 200.00 4511.155 4511. 4 7 0.0250 9 461.00 40 250.00 4511.155 4511.167 0.025D 9 241.00 41 300.00 4511.155 4511.167 0.0250 9 261.00 42 350.00 4511.155 4511. % 7 0.0230 9 % 61.00 43 400.00 4511.155 4511.167 0.0230 9 % 61.00 44 ' 450.00 4511.155 4511. %7 0.0250 9 % 41.00 45 500.00 4511.155 4511. 47 0.0250 9 % 41.00 46 550.00 4511.155 4511. %7 0.0250 9 461.00 47 600.00 4511.155 4511. M7 0.0250 9 461.00

" File: T3-W-PO.MP

=

T3-W-PB 47 Depth Vammt Vs Dauplru G

1-1.00 540.000 : 525.512 0.0190 7 5.00 2

3.00 560.000 487.751 0.05dc 65.00 3.

.5.00 540.000 455.626 0.0500 548.00 4

7.00 540.000 427.EP 0.0650 482.00 5

9.00 540.000 401.720 0.0790 436.00 6

11.00 718.062 606.0PT 0.0510 1G56.00 7

13.00 862.672 - 751.473 0.0640 M51.00 8

15.00 862.672 M0.3B 0.0670 1585.00 9

17.00 862.672 730. E 0.0500 1542.00 10 19.00 862.672 ' 722.342 0.052D 1507.00 11

21. 5 862.672 712.3 5 0.0550 %d5.00 12 25.75 862.672 697.717- 0.0600 % 06.00 13 27.00 1015.000 - 879.250 0.0650 2761.00 31.00 1015.000 59.1%

0.0500 3636.00 U

E.00 1015.000 - 861.409 0.0540 2529.00 39.00 1015.000 820.75 0.065) 2606.00 17 43.00 1015.000 20.400 0.0660 2 3.00 18 47.50 2000.000 1960.2 5 0.0110 M320.00 19 -

52.50 2EXI.000 1956.53P 0.0110 %266.00 20 57.50 2000.000 1953.107 0.0120 %2%.00 21 62.50 2E10.000 19!io.E 0.012D M172.00 22 67.50 3 00.000 1963.969 0.0130 % 5 5.00 '

25 72.50 2E10.000 1957.363 0.0%0 13986.El L.,

26 77.50 2510.000 1931.(M9 0.0 % 0 13897.00 5

82.50 2E10.000 1925.296 0.0150 15 %.00 87.50 4511.155 4511. % 2 0.02E 5 320.00 -

27 92.50 4511.155 4511. % 2 0.0250 5 320.00 3

97.50 4511.155 4511.142 0.0250 853 5.00 3

102.50 4511.155 4511. % 2 0.0250 85320.00 30 107.50 4511.155 ' 4511. % 2 0.0250 5 320.00 31 112.50 4511.155 4511. % 2 0.0230 5 320.00 1 \\ DOC.SAFEWoooSW790W790.OnSV 85199C2-A. DOC o

05996.02-G(PO18).2 (Rev 0)

Attachment A Page 18 of 21 32 117.50. 4511.155 4511. % 2 0.0 50 5 3 3.00 5

122.50 4511.155 4511. % 2 0.0Dr 81340.00

~ 36 130.00 4511.155 4511. 4 7 0.0 DD N 61.0D 5

%0.0D 4511.155 4511. %7 0.0 DD 91M 1.00 36 150.00 4511.155 4511. 27 0.0 D0 91M 1.00 37 160.0D 4511.155 4511. 47 0.0D0 91661.00 5

170.00 4511.155 4511. %7 0.02 2 9 M41.00 3P. 200.00 4511.155 4511. 47 0.0 B 0 9 241.00 40 50.0D 4511.155 4511.27 0.02 E 91M 1.00 41 3 3.00 4511.155 4511. 47 0.0DD 91M1.00 42 3 0.00 4511.155 4511.% 7 0.0DD 91M1.0D 45 400.00 4511.155 4511. 47 0.0 D D 91661.00 44 450.00 4511.155 4511. %7 0.0 D 0 91M1.00 45 500.00 4511.155 4511. 4 7 0.0DD 91M1.00 46 550.00 4511.155 4511. 4 7 0.0 D 0 91M 1.00 47 600.00 4511.155 4511. 47 0.0 D 0 91M 1.00

- - - File: T3-W-PC.StP T3-W-PC 520b k.00 -

560 510 2

3.5) 540.000 487.365 0.1550 ET.00 3

5.00 540.000 459. 5 2 0.0720 557.00 4

7.00 540.000 W.0D

0. 5 0 495.00 5

9.00 540.000 406.873 0.0910 437.00 6

11.0D 718.062 409.E2 0.073D 10 A OD 7

13.0D M2.672 754.462 0.0640 %44.00 8

15.00 862.672 7164.995 0.00m M05.00 9

17.00 862.672 757.052. 0.0710 15f/.00 10 19.00 862.672 7.9. 9 71 0.0740 153P.00 11

21. 5 862.672 7R.582 0.0770 153.00 12 5.75 862.672 110.258 0.(EID M57.00 13 27.00 1015.000 ?i2.4(B 0.0650 2595.00 31.00 1015.000 829.771 0.0600 ' 365P.(D 15 5.00 1015.000 57.56 0.Gl40 2551.00 3P.00 1015.GID 779.487 0.0610 2170.00 17 43.00 1015.000 753.1 5 0.00m 2036.00 18 47.50 2000.0D0 1875.505 0.0610 13110.00 19 52.50 2510.000 1886.990 0.06 E 12990.00 20 57.50 2000.000 159.56 0.0650 1 M.0D 21 62.50 2 3 0.000 1865.375 0.0670 12sP1.OD 22 67.50 3 00.000 1851. % 5 0.0500 13496.00 3

72.50 2000.000 1817.90P 0.0520 1 5 %.00 36 77.50 2000.000 1 5 5.6 %

0.0540 12150.00 5

82.50 2EE).0DD 1796.212 0.5d0 11997.00 26 87.50 4511.155 4511. %2 0.0DD 535.00 27 92.50 4511.155 4511. % 2 0.0250 5 3 2.00 5 - 97.50 4511.15 4511.142 0.0D0 533D.00 29. 102.50 6 11.155 4511. % 2 0.050 533).00 3D 107.50 6 11.155 4511. % 2 0.025 5351.00 31 112.50 4511.155 4511.142 0.0DD 535.00 32 - 117.50 4511.155 4511.142 0.022 5 35.00 5

122.50 6 11.155 6 11. % 2 0.550 553).0D 36 130.00 4511.155 4511.M7 0.025 9tM 1.0D E

%0.tB 4511.155 4511.27 0.1EE 91M1.El 5

150.00 4511.155 4511. %7 0.02E 9%61.00 '

' 3r ido.0D 4511.155 4511.167 0.0 BD 9 M41.00 5

170.0D 4511.1 5 4511. 47 0.02 2 9 % 41.00 3P 35.0D 4511.155 4511.27 0.02 E 91M 1.00 40 5 0.0D 4511.155 4511. 27 0.025 9%61.0D 41 31B.00 4511.1% 4511. 27 0.022 9%61.0D 42 350.0D 4511.155 4511.M7 0.02 2 9 %41.00 43 400.0D 4511.155 4511. %7 0.0230 91661.00 44 450.00 4511.155 4511. MT 0.0 DD 9 %61.00 45 500.0D 4511.155 4511. 27 0.GDD 9M61.00 46 550.0D 4511.155 4511. 27 0.0 D0 9 %41.00 47 600.0D 4511.155 4511. 47 0.0DD 9241.00

- - - File PSTAT2.PGt progranPsTAT2 enrector ifile*40 ofilWa40 titts*70 mal mig (10D),imI(160),alip(100),w(100) e9P print *,8 enter ifile:

8 rund(5 '(e)') ifile IF(if f le.eq.8a'.or.if f le.eq.'O') STEP egen(7, file =lfile) med(7 '(e)') ofile apan(9,ffle*offle) rund(T, writed'('a)') title (e)') title DD 10 ist 100 mlsti)=6.0

911CJAPBWeseSW1stM7000t*V.8BleeC3-A DOC

05996.02-G(pol 8).2 (Rev 0)

Attachment A Page 19 of 21 j

nd(f)=0.0 10 (INTIu remd(7 *) naut 00 30 ItmJt=1 neut read (7 '(el') iffle open(8,, f i le='..\\si teresp.2\\'//i f i le(128)// '.pm' )

d 4.0, ) k,nl read (8

00 20 i=1 nt 1 read (8/)kJ alg(t)mt (!)+,J,h,g,denp,w(I),gian 9

log (9) nd(i)=*i>+dmip i

ept1)=*h/2.0

{

ch*h 20 (INT! u clone <8) print'(' cenpleted ",a8)'.,1 file 30 (INTI M close(7) wite(9,'(15,t12,t 1 "H

10 0 Vs LM Denpirg",

G")') n cinc.0 00 40 i=1,nt-1 h=2.0*(ep(l)-cb) canch g=emp(mig (i)/rset(nout))

denend(l)/ reel (naut)

N(g*32.2/wll))

wite(9,'(15,2f8.2,f10.3,2f10.4,f10.2)') 1,h, dip (l),v, w(f),denp g 40 CONTi u close(9) go to 99 EW

" File: STAT-WS.!N stat-hvs.out Stettstics High Vs 9

T1-W-PA T1-W-PB T1-W-PC T2-W-PA T2-W-PB T2-W-PC i

T3-W-PA T3-W-PB T3-W-PC

File: STAT-WS.(1JT I

Statistics Hi @ Vs 47 N

IS'O -

Vs tM Despirs 0

1 2.00 1.00 643.378 0.0E0 0.G226 1092.69 2

2.00 3.00 599.917 0.0E0 0.0414 950. 5 3

2.00 5.00 557.060 0.(E0 0.(599 819.16 4

2.00 7.00 525.504 0.0E0 0.0M3 725.44 5

2.00 9.00 495.749 0.050 0.(E74 643.54 6

2.00 11.00 732.2 5 0.0950 0.0628 1545.72 7

2.00 13.00 912.106 0.0950

0. 5 43 2602.5 8

2.00 15.00 892.876 0.0950 0.Gie6 2502.55 9-2.00 17.00 875.256 0.0P3D 0.0659 2212.47 10 2.00 19.00 IEi9.167 0.0950 0.0655 2131.97 11 2.50 21.25 842.657 0.0950 0.0727 2050.75 12 2.50 25.75 824.955 0.0930 0.0774 1965.70 13 4.00 27.00 1078.364 0.1150 0.0434 4153.10 14 4.00 31.00 1054.57 0.1150 0.0681 3P74.24 15 4.00 35.00 1055.295 0.1150 0.521 E13.21 16 4.00 39.00 1013.295 0.1150 0.(562 3667.05 17 4.00 43.00 992.772 0.1150 0.0004 3519.99 18 5.00 47.50 2754.(BP 0.1200 0.0197 2B267.11 19 5.00 52.50 2743.660 0.1200 0.0209 2E53.05 20 5.00 57.50 2734.0W 0.1200 0.0220 27857.24 21 5.0D 62.50 2725.205 0.1200 0.G228 27677.26 22 5.00 67.50 2716.9 5 0.1200 0.0258 27510.60 25 5.00 72.50 2709.344 0.1200 0.0246 27356.06 24 5.00 77.50 2702.238 0.1200 0.0254 27212.75 25 5.00 82.50 2695.602 0.1200 0.(B63 2',U79.26 26 5.00 87.50 5741.468 0.1350 0.0200 138205.05 27 5.00 92.50 5741.468 0.1350 0.0200 138205.05 3

5.00 97.50 5741.468 0.1350 0.G200 138205.05 29 5.00 102.50 5741.468 0.1350 0.020013E205.05 30 5.00 107.50 5741.468 0.1350 0.0200 138205.05 31 5.00 112.50 5741.468 0.1350 0.0200 138205.05 moc.smwxoscam onsv-ssr9ec2-A poc j

1 05996.02 G(pol 8)-2 (Rev 0)

Attachment A Page 20 of 21 2'

5.00 117.50 5M1.468 - 0.150 0.0100 1 E 205 2 5

5.00 122.50 5M1.448 0.150' 0.500 1EIO5 2 36 10.0D 130.0D 5M1.482 0.1450 0.G200148u3.%

5 10.tB %0.00 5M1.482 0.%50 0.0100 %8u3.%

36 10.00 150.0D 5M1.482 0.%50 0.0200 %8M3.%

37 10.0D %0.5 5M1.482 0.1450 0.E00 %8u3.14 5.10.0D 170.00 5M1.482 0.1450 0.3D0148u3.%

3P 50.00 200.00 5M1.482 0.%50 0.E00 %8M3.%

40 50.0D 50.00 SM1.482 0.%50 0.EDD Mau3.%

41 50.00 300.0D 5M1.482 0.1450 0.tED 148u3.%

42 50.OD 350.00 SM1.482

0. % 50 0.180D M843.%

6 50.0D 400.00 5M1.482

0. % 50 0.500 %8u3.%

44 50.00 450.00 5M1.482 0.M50 0.500 %8u3.%

45 50.00 500.00 5M1.482

0. % 50 0.0200 %8M3.%

' 46 50.00 550.0D ' 5761.482 0.1450 0.0200 % 8 M3.14 47 50.00 600.0D 5761.482

0. % 50 0.G100 % 8 u3.14

" File: STAT-MWE.IN stat-m s.out Statistics Mid Vs 9

T1 w PA T1 ePS T1 w PC T2-aw-PA T2-aw-PB T2-aw-PC T3 EPA 13-sw-PB T3wPC

" File: STAT-MW5 m f Statistics Mid Vs 47 N

ISO Vs tal ' Despire G

1 2.00 1.00 5 %.402 0.0B0 0.G36 408.75 2

2.00 3.00 462. 5 7

0. 5 50 0.56i 545.60 3

2.00-5.00 420.291 0.(Ei0 0.022 - 466.30 4

2.00 7.00 377.067 0.0E0 0.1001 375.32 5

2.00 9.00 340.252 0.(20 0.1191 305.61 6

2.00 11.0D 556.620 0.095 0.0M6 896.86 7

2.0D ~13.0D 706.259 0.05 2 0.06 4 % 32.41 8

2.00 15.00 486.300 0.0B0 0.0736 1380.30 9

2.(D 17.0D d67.436 0.07 5 0.0R6 136.61 to - 2.00 19.0D 467.021 0.0950 0.362 120p.10 11 2.50 21. 5 422.4 5 0.093D 0.0957 1119.15 12 2.50 B.75 508.985 0.0950 0.1011 1056.06 13 4.00 27.0D 56.219 0.1150 0.Gi41 3697.37 4.0D 31.0D. 811.130 0.1150 0.0002 2549.70 15 - 4.00 35.0D'.786.777 0.1150- 0.06M 2199.55 16 4.0D 3P.0D 758.316 0.1150 0.07169 353.45 17 4.0D 43 2 735.005 0.1150 0 217 1919.22 18. 52 47.50 1901.M8 0.15D 0.508 13481.01 19 5.00 52.50 1 5 2.811 0.13D 0.1M2 1351.5 E

5.0D 57.50 1 51.E 5 0.18D 0.3D0 13191.5 21 - 5.0D 42.50 1818.868 0.1ED 0.517 13D15.8T 22 5.tB 67.50 1 5 5.322 0.13B 0.1557 1 3 5.15 5 ' 5.00 72.50 m 2.220 0.1200

0. 3 56 13667.61

. 36 52 77.50 18 5.110 0.120D- 0.5 73 13681 2 5

52 82.50 18 5.915 0.1ED 0.M 12529.48 26 5 2. 87.50 4511.% 2 0.150 0.135D 5 519.99 2r 5.0D 92.50 6 11.142 0.150 0.EE 5519.99 3

5.0D 9T.50 4511. %2 0.1350 0.E 5D 5 319.9P W ' 5.00 102.50 4511. % 2 0.1350 0.tEID 5519.99 3D ' 5.0D 107.50 6 11. % 2 0.150 0.tEID 5519.99 31 5.0D 112.50 6 11. % 2 0.150 0.185D 5319.99 32 5.00 117.50 6 11. % 2 0.1350 0.tEID 5519.99 5

5.0D 122.50 611.%2 0.150 0.35D 5519.99 34 10.00 130.00 6 11.188 0.M50 0.tE5D 91661 2 5 10.0D 140.00 4511.188 0.M50 0.GDD 914612 36: 10.00 150.00 6 11.148 0.%50 0.(EID 9u612 37 10.0D 1802 4511.148

0. % 50 0.(EID 9 %61.5 5 10.0D 170.00 011.188 -

0. % 50 0.tE E 91461 2 3p 50m 3D.00 4511.148 0.M50 0.1E50 9 261 2 40 50.0D 250.0D 611.188 - 0.%50 0.1E50 9W414 41 '. 50.00 300.00 4511.148

0. % 50 0.tEID 9's.t.5 42 50.00 350 m 4511.148 0.%5D 0.(EID 9se612 43. 50.0D 400.0D 4511.168

0. % 50 0.021D 9261.5 46 50.0D 450.tB 4511.168 ' O.1450 0.tE E 9 u61 A 45 50 m 500.tB 4511.188

0. % 50 0.tE E 9 u61 2 46 50 m 550.0D 6 11.148 0.M50 0.(EID 9 M61.5 '

47 - 50.0D 400.00 4511.188 0.M50 0.G DD 9 461 2

File: STAT-Lys.IN IWOC, SAP 5Weto8WWWNonSV 5sleeC24 DOC _

9996.02-G(PO18)-2 (Rev 0) attachment A Page 21 of 21 l

stat tvs.out Statistics Law Vs 9

T1-tv-PA T1 tv-P8 T1-lv-PC T2-tv-PA T2 tv-P8 72-lePC

~3 - Lv-PA -

T3-tv-P8 T3 tv-PC

" File: STAT LVS.QR Statistics Law Vs 47 H

19 0 Vs L&l Depina-0 1

2.00 1.00 40P.118 0.(Ei0 0.0556 441 E 2

2.00 3.00 50.610 0.1550 0.0734 3N.50 3

2.00 5.0D 295.56 0.tB0 0.1073 51.06 4

2.00 7.00 265.7W 0.050 0.13M 159.45 5

2.0D 9.00 215.3 5 0.(20 0.1402 10P.13 6

2.00 11.00 407.375 - 0.0P3D 0.1011 479.31 7

2.00 13.00 536.480 0.0PSD 0.tE57 825.49 8

2.00 15.00 505.165 0.0P3D 0.0M8 737.06 9

2.00 17.00 44.636 0.0PE 0.10 2 d56.12 10 2.00 19.00 450.52B 0.0P3D 0.1160 586.5 11 2.50

21. 5 419.274 0.0PSD 0.1271 507.72 12 2.50 B.75 3E.387 0.0950 0.1363 469.5 13 4.00 27.0D 629.505 0.1150 0.0714 %15.26 4.00 31.00 600.675 0.1150 0.1511 1 2.61 15 4.00 5.00 565.527 0.1150 0.0P32 1134.15 4.00 39.00 532.450 0.1150 0.1056 1012.51 17 4.00 43.0D 50p.117 0.1150 0.1116 9E5.72 18 5.00 47.50 1275.063 0.121D 0.0606 4157.18 19 5.00 52.50 1266.980 0.1200 0.0636 5982.15 20 5.0D 57.50 1254.106 0.1200 0.0650 5861. 3 21 1 5.00 : 62.50 1257.878 0.130 0.0682 5710.5p 22 5.00 67.50 1225.002 0.1200 0.0512 574.16 3

5.00 72.50 1210.506 0.1200 0.0534 5640.86 36 5.00 77.50 1200.012 0.1200 0.1554 5366.56 5

5.00 82.50 1191.952 0.1200 0.05dp 52E.55 36 - 5.00 87.50 1932.775 0.150 0.0k B 15661.M 27 5.00 92.50 1927.1 3 0.150 0.0642 1 570.37 3

5.00 97.50 1921.490 0.1350 0.0652 1 % 79.40 29 5.00 102.50 1915.512 0.150 0.0661'15E5.26 30 5.00 107.50 190P.710 0.1350 0.0668 15290.19 31 5.00 112.50 1906.019 0.150 0.0474 15199.18 32 5.00 117.50 138.6%

0.150 0.0681 15113.02 2

5.0D 122.50 1892.714 0.150 0.0600 15019.5 34' 10.00 13D.00 365.011

0. % 50 0.0612 26N 6.00 5 10.00 : % O. 5 3629.401

0. % 50 0.0625 3 581 A 36 10.00 150.OD 3618.586 0.1450 0.0635 35561.19 37 10 2 100.00 3615.432 0.M50 0.0647 36120.47 5 10.00 170.00 314B.1%

0.M50 0.0657 25h 0.36 3P 50.00 200.0D 3 2. 5

0. % 50 0.tBIO 48670.95 i

40 50.00 250.0D 32.5

0. % 50 0.1380 4867D.95 i

41 50.00 30D.0D 3 5. 5

0. % 50 0.lB00 48670.95

- 42 50.00 50m 32.8B 0.M50 0.1300 48670.95

- 45 50.00 40D.0D 33.58 0.M50 0.1980 48670.95 44 50.00 450.00 3E.85

0. % 50 0.1980 48670.95 45 50.0D 500.00 3 E. 5 0.1450 0.1980. 48670.95 46 50.00 550.00 3 E.8 5

0. % 50 0.tBio 48670.95 47 50.00 600.00 3E.85

0. % 50 0.1980 4867D.95 I

1 I WOCJAFIM000lM790d190016V.3stteC2-A DOC l

l l--

]

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 1 of 9 Calculation 05996.02-G(PO18)-2 Attachment B Development of Dynamic Soil Properties This attachment contains a printout of EXCEL spreadsheet SV-SDPM2.XLS in which the results of the site response analyses are used to compute the dynamic soil properties for the SASSI model and the spring-dashpot-lumped mass model. The spreadsheet is located on the accompanying disk in directory \\RESULTS.2. The spreadsheet contains five sheets. Sheets 1,2, and 3 contain the results of averaging the SHAKE output files for the high range, best estimate, and low range velocity models, respectively. The weighted average velocities, unit weight, and damping within the top 30 feet are computed on these sheet. Sheet four contains the simplified SASSI profiles derived from the SHAKE output files. Sheet 5 contains the calculation of the I

spring, dashpot, and lumped mass parameters following the procedure used in Geomatrix Calculation 05996.02 G(pol 8)-1.

1 i OOC,5AFIMonosd790w?90014V 15199C2-B DOC j

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 2 of 9 2,000 yr DB Results for High Velocity Midpoint Unit Damping Layer Thickness Depth Vs Weight Ratio G

Vp (ft)

(ft)

(fps)

(kcf)

(fps) 1 2

1 643.378 0.085 0.0226 1092.69 1390 2

2 3

599.917 0.085 0.0414 950.05 1390 3

2 5

557.06 0.085 0.0599 819.16 1390 4

2 7

523.504 0.085 0.0743 723.44 1390 5

2 9

493.749 0.085 0.0374 643.54 1390 6

2 11 732.273 0.0925 0.0628 1548.72 1531 7

2 13 912.106 0.0925 0.0543 2402.8 1770 8

2 15 892.876 -

0.0925 0.0596 2302.55 1770 9

2 17 875.236 0.0925 0.0639 2212.47 1770 10 2

19 859.167 0.0925 0.0683 2131.97 1770 11 2.5 21.25 842.637 0.0925 0.0727 2050.73 1770 12 2.5 23.75 824.983 0.0925 0.0774 1965.7 1770 13 4

27 1078.364 0.115 0.0434 4153.1 2088 14 4

31 1054.887 0.115 0.0481 3974.24 2088 i

15 4

35 1033.295 0.115 0.0521 3813.21 2088 16 4

39 1013.295 0.115 0 0562 3567.03 2088 17 4

43 992.772 0.115 0.0604 3519.99 2088 18 5

47.5 2754.089 0.12 0.0197 28267.11 4808 l

19 5

52.5 2743.64 0.12 0.0209 28053.03 4808 20 5

57.5 2734.049 0.12 0.022 27857.24 4808 21 5

62.5 2725.203 0.12 0.0228 27677.26 4808 22 5

67.5 2716.985 0.12 0.0238 27510.6 4808 23 5

72.5 2709.344 0.12 0.024G 27356.06 4808 24 5

77.5 2702.238 0.12 0.0254 27212.75 4808 25 5

82.5 2695.602 0.12 0.0263 27079.26 4808 26 5

87.5 5741.468 0.135 0.02 138205.03 9944.51 27 5

92.5 5741.468 0.135 0.02 138205.03 9944.51 28 5

97.5 5741.468 0.135 0.02 138205.03 9944.51 29 5

102.5 5741.468 0.135 0.02 138205.03 9944.51 30 5

107.5 5741.468 0.135 0.02 138205.03 9944.51 31 5

112.5 5741.468 0.135 0.02 138205.03 9944.51 32 5

117.5 5741.468 0.135 0.02 138205.03 9944.51 33 5

122.5 5741.468 0.135 0.02 138205.03 9944.51 34 10 130 5741.482 0.145 0.02 146443.14 9944.54 35 10 140 5741.482 0.145 0.02 148443.14 9944.54 I

36 10 150 5741.482 0.145 0.02 148443.14 9944.54 37 10 160 5741.482 0.145 0.02 148443.14 9944.54 i

38 10 170 5741.482 0.145 0.02 148443.14 9944.54 39 50 200 5741.482 0.145 0.02 148443.14 9944.54 40 50 250 5741.482 0.145 0.02 148443.14 9944.54 41 50 300 5741.482 0.145 0.02 148443.14 9944.54 42 50 350 5741.482 0.145 0.02 148443.14 9944.54 43 50 400 5741.482 0.145 0.02 148443.14 9944.54 44 50 450 5741.482 0.145 0.02 148443.14 9944.54 45 50 500 5741.482 0.145 0.02 148443.14 9944.54 46 50 550 5741.482 0.145 0.02 148443.14 9944.54 47 30 600 5741.482 0.145 0.02 148443.14 9944.54

)

100(SAFEW000SW790W790 0h5V.55199C3.B DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 3 of 9 Equivalent Properties for Top 30 Feet High Range Depth Depth Factor x G

Damping Unit Wt.

Vp 2 a

Factor Thickness contrib contrib.

contrib.

- (3040PD)

(ksf)

(%)

(kct)

(fps *2) 0.9667 1.9333 2112.534 4.37 0.1643 3735852.5 0.9000 1.8000 1710.090 7.45 0.1530 3478207.5 0.8333 1.6667 1365.267 9.98 0.1417 3220562.5 0.7667 1.5333 1109.275 -

11.39 0.1303 2962917.5 0.7000 1.4000 900.956 12.24 0.1190 2705272.5 0.6333 1.2667 '

1961.712 7.95 0.1172 2968750 0.5667 1.1333 2723.' '3 6.15 0.1048 3549042.5 0.5000 1.0000 2302.550 5.96 0.0925 3132037.5 0.4333 0.8667 1917.474 5.54 0.0802 2714432.5 0.3667 0.7333 1563.445 5.01 0.0678 2296827.5 0.2917 0.7292 1495.324 5.30 0.0674. 2283777.34 0.2083 0.5208 1023.802 4.03 0.0482 1631269.53 0.1000 0.4000 1661.240 1.74 0.0460 1744215 0.0167 0.0167 66.237 0.08 0.0019 72675.625 15.0000 1460.872 5.81 0.0888 2428250.96 Equiv Vs 727.70 Avg Yp 1558.2846'l

1 i mC,$AFEWWOSmMM 0nSV,tS19eC2-5 DOC

.+

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 4 of 9 2,000-yr DB Results for Best Estimate Velocity Midpoint Unit Damping Layer Thickness Depth Vs Weight Ratio G

Vp (ft)

(ft)

(fps)

(kcf)

(fps) 1 2

1 514.492 0.085 0.0264 698.75 1135 2

2 3

462.887 0.085 0.0561 565.6 1135 3

.2 5

420.291 0.085 0.0782 466.3 1135 4

2 7

377.067 0.085 0.1001 375.32 1135 5.

2 9

340.252 0.085 0.1191 305.61 1135 6

2 11 556.62 0.0925 0.0794 894.84 1250 7

2 13 704.239 0.0925 0.0676 1432.41 1445 8

2 15 686.26 0.0925 0.0734 1360.2 1445 9

2 17 667.436 0.0925 0.0796 1286.61 1445 10 2

19 647.021 0.0925 0.0862 1209.1 1445 11 2.5 21.25 622.488 0.0925 0.0937 1119.15 1445 12 2.5,

23.75 598.933 0.0925 0.1011 1036.06 1445 13 4

27 836.219 0.115 0.0541 2497.37 1705 14 4

31 811.12 0.115 0.0602 2349.7 1705 15 4

35 784.777 0.115 0.0674 2199.55 1705 16 4

39 758.266 0.115 0.0749 2053.45 1705 17 4

43 733.063 0.115 0.0817 1919.22 1705 18 5

47.5 1901.948 0.12 0.0268 13481.01 3400 19 5

52.5 1892.811 0.12 0.0282 13351.8 3400 20 5

57.5 1881.383 0.12 0.03 13191.06 3400 21 5

62.5 1868.848 0.12 0.0317 13015.87 3400 22 5

67.5 1855.322 0.12 0.0337 12828.15 3400 23 5

72.5 1842.22 0.12 0.0356 12647.51 3400 24 5

77.5 1830.11 0.12 0.0373 12481.88 3400 25 5

82.5 1818.903 0.12 0.0389 12329.48 3400 26 5

87.5 4511.142 0.135 0.023 85319.99 7813.527144 27 5

92.5 4511.142 0.135 0.023 85319.99 7813.527144 4

28 5

97.5 4511.142 0.135 0.023 85319.99 7813.527144 29 5

102.5 4511.142 0.135 0.023 85319.99 7813.527144 30 5

107.5 4511.142 0.135 0.023 85319.99 7813.527144 31 3

112.5 4511.142 0.135 0.023 85319.99 7813.527144 32 5

117.5 4511.142 0.135 0.023 85319.99 7813.527144 33 5

122.5 4511.142 0.135 0.023 85319.99 7813.527144 34 10 130 4511.168 0.145 0.023 91641.05 7813.572177 35 10 140 4511.168 0.145 0.023 91641.05 7813.572177 36 10 150 4511.168 0.145 0.023 91641.05 7813.572177 37 10 160 4511.168 0.145 0.023 91641.05 7813.572177 38 10 170 4511.168 0.145 0.023 91641.05 7813.572177 39 50 200 4511.168 0.145 0.023 91641.05 7813.572177 40 50 250 4511.168 0.145 0.023 91641.05 7813.572177 41 50 300 4511.168 0.145 0.023 91641.05 7813.572177 42 50 350 4511.168 0.145 0.023 91641.05 7813.572177 43

- 50 400 4511.168 0.145 0.023 91641.05 7813.572177 44 50 450-4511.168 0,145 0.023 91641.05 7813.572177 45 50 500 4511.168 0.145 0.023 91641.05 7813.572177 46 50 550 4511.168 0.145 0.023 91641.05 7813.572177 47 50.

600 4511.168 0.145 0.023 91641.05 7813.572177 nooc.smMooosmano onsv.ssnecs.a poc

..i

....s

05996.02-G(PO18)-2 (Rev 0)

Attachment B Page 5 of 9 j

Equivalent Properties for Top 30 Feet Best Estimate l

Depth Depth Factor x G

Damping Unit Wt.

Vp*2 Factor Thickness contrib.

contrib.

(304tPD)

(ksf)

(%)

(kcf)

(fps 2) a

(.9667 1.9333 1350.917 5.49 0.1643 2490568.333 0.9000 1.8000 1018.080 10.10 0.1530 2318805 0.0333 1.6667 777.167 13.03 0.1417 2147041.667 0.7567 1.5333 575.491 15.35 0.1303 1975278.333 0.7000 1.4000 427.854 16.67 0.1190 1803515 0.63r3 1.2667 1133.464 10.06 0.1172 1979166.667 0.566?

1.1333 1623.398 7.66 0.1048 2366428.333 0.5000 1.0000 1360.200 7.34 0.0925 2088025 0.4333 0.8667 -

1115.062 6.90 0.0802 1809621.667 0.3667 0.7333 886.673 6.32 0.0678 1531218.333 0.2917 0.7292 616.047 6.83 0.0674 1522518.229 0.2083 0.5208 539.615 5.27 0.0482 1087513.021 0.1000 0.4000 998.948 2.16 0.0460 1162810 0.0167 0.0167 39.162 0.10 0.0019 48450.41667 15.0000 844.138 7.55 0.0888 1618833.972 Equiv Vs

$53.16 Avg Vp 1272.334065 1

I \\ DOC,$ArIN000547s04790 cl\\5V.S$19eC2-B DOC

05996.02-G(PO18'-2 (Rev 0)

Attachment B Page 6 of 9 2,000 yr DB Results for Low Velocity Midpoint Unit Damping Layer

. Thickness Depth Vs Weight Ratio G

Vp (ft)

(ft)

(fps)

(kcf)

(fps) 1 2

1 409.118 0.085 0.0356 441.83 927 2

2 3

350.61 0.085 0.0734 324.5 927 3

2 5

295.846 0.085 0.1073 231.04 927 4

2 7

245.769 0.085 0.1376 159.45 927 5

2 9

203.323 0.085 0.1602 109.13 L27 6

2 11 407.375 0.0925 0.1011 473.31 1021 7

2 13 534.68 0.0925 0.0837 825.69 1180 8

2 15 505.165 0.0925 0.0948 737.04 1100 9

2 17 476.626 0.0925 0.1058 656.12 1180 10 2

19 450.528 0.0925 0.116 586.23 1180 11 2.5 21.25 419.274 0.0925 0.1271 507.72 1180 12 2.5 23.75 394.387 0.0925 0.1363 449.23 1180 13 4

27 629.503 0.115 0.0714 1415.26 1392 14 4

31 600.675 0.115 0.0811 1283.61 1392 15 4

35 563.527 0.115 0.0932 1134.15 1392 16 4

39 532.45 0.115 0.1036 1012.51 1392 17 4

43 509.117 0.115 0.1116 925.72 1392 18 5

47.5 1278.043 0.12 0.0404 6087.18 2404 19 5

52.5 1266.969 0.12 0.0426 5982.15 2404 20 5

57.5 1254.104 0.12 0.045 5861.28 2404 21 5

62.5 1237.878 0.12 0.0482 5710.59 2404 22 5

67.5 1223.002 0.12 0.0512 5574.16 2404 23 6

72.5 1210.506 0.12 0.0534 5460.84 2404 24 5

77.5 1200.012 0.12 0.0554 5366.56 2404 25 5

82.5 1191.932 0.12 0.0569 5294.55 2404 26 5

87.5 1932.775 0.135 0.0438 15661.76 3460 27 5

92.5 1927.128 0.135 0.0442 15570.37 3460 28 5

97.5 1921.49 0.135 0.0452 15479.4 3460 29 5

102.5 1915.512 0.135 0.0461 15383.24 3460 30 5

107.5 1909.71 0.135 0.0468 15290,19 3460 31 5

112.5 1904.019 0.135 0.0474 15199.18 3460 32 5

117.5 1898.614 0.135 0.0481 15113.02 3460 33 5

122.5 1892.714 0.135 0.049 15019.23 3460 34 10 130 2438.011 0.145 0.0412 26766 5600 35 10 140 2429.601 0.145 0.0423 26581.65 5600 36 10 150 2418.586 0.145 0.0433 26341.19 5600

~'

37 10 160 2408.432 0.145 0.0447 26120.47 5600 38 10 170 2400.114 0.145 0.0457 25940.34 5600 39 50 200 3280.838 0.145 0.026 48470.95 5682.578107 40 50 250 3280.838 0.145 0.026 48470.95 5682.578107 41 50 300 3280.838 0.145 0.026 48470.95 5682.578107 42 50 350 3280.838 0.145 0.026 48470.95 5682.578107 43 50 400 3280.838 0.145 0.026 48470.95 5682.578107 44 50 450 3280.838 0.145 0.026 48470.95 5682.578107 45 50 500 3280.838 0.145 0.026 48470.95 5682.578107 46 50 550 3280.838 0.145 0.026 48470.95 5682.578107 47 50 600 3280.838 0.145 0.026 48470.95 5682.578107

\\ DOC,$AFEwo00SWMWM 00SV 5SMC3 8 DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 7 of 9 Equivalent Properties for Top 30 Feet -High Range Depth Depth Factor x G

Damping Unit Wt.

Vp"2 Factor Thickness contrib.

contrib.

(30-MPD)

(ksf)

(%)

(kcf)

(fps *2) 0.9667 1.9333 854.205 6.88 0.1643 1660378.889 0.9000 1.8000 584.100 13.21 0.1530 1545870 0.8333 1.6667 385.067 17.88 0.1417 1431361.111 0.7667 '

1.5333 244.490 21.10 0.1303 1316852.222 0.7000 1.4000 152.782 22.43 0.1190 1202343.333 0.6333 1.2667 607.126 12.81 0.1172 1319444.444 0.5667 1.1333 935.782 9.49 0.1048 1577618.889 0.5000 1.0000 737.040 9.48 0.0925 1392016.667 0.4333 0.8667 568.637 9.17 0.0802 1206414.444 0.3'567 0.7333 429.902 6.51 0.0678 1020812.222 0.2917 0.7292 370.213 9.27 0.0674 1015012.153 0.2083 0.5208 233.974 7.10 0.0482 725006.6806 0.1000 0.4000 566.104 2.86 0.0460 775206.6667 0.0167 0.0167 21.477 0.14 0.0019 32300.27778 15.0000 446.060 10.01 0.0888 1079222.648 Equiv Vs 402.11 Avg Vp 1038.856414 l @0C,5AFD4000SW790W790 0t4V.$$199C2.D DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 8 of 9 Table 1 Dynamic Soil Properties for SASSI Model

)

High Range Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft) -

(pcf)

(fps)

(%)

1-2 0

4 85 621 1390 3.2 3.2 35 4

10 85 524 1390 7.4 7.4 6-7 10 14 92.5 817 1646 5.9 5.9 8-10 14 20 92.5 876 1770 6.4 6.4 11 12 20 25 92.5 834 1770 7.5 7.5 13-14 25 33 115 1067 2088 4.6 4.6 15-17 33 45 115 1013 2088 5.6 5,6 18-25 45 85 120 2723 4808 2.3 2.3 26 33 85 125 135 5741 9945 2.0 2.0 34-38 125 175 145 5741 9945 2.0 2.0 3947 175 625 145 5741 9945 2.0 2.0 625 170 6400 11155 1.8 1

i Best Estimate Properties Shake Depth Depth Wave Velocity Damping A lo Layers Top Bottom Density Vs-Vp Shear Compression j

(ft)

(pcf)

(fps)

(%)

12 0

4 85 488 1135 4.2 4.2 3-5 4

10 85 378 1135 9.9 9.9 6-7 10 14 92.5 626 1344 7.4 7.4 8-10 14 20 92.5 667 1445 8.0 8.0 11-12 20 25 92.5 611 1445 9.7 9.7 13-14 25 33 115 824 1705 5.7 ~

5.7 q

15-17 33 45 115 758 1705 7.5 7.5

{

18-25 45 85 120 1861 3400 3.3 3.3 26-33 85 125 135 4511 7814 2.3 2.3 l

34-38 125 175 145 4511 7814 2.3 2.3 39-47 175 625 145 4511 7814 2.3 2.3 625 170 6400 11155 1.6 1

Low Range Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

1-2 0

4 85 379 927 5.5 5.5 35 4

10 85 245 927 13.5 10.0 67 10 14 92.5 467 1097 9.2 9.2 8-10 14 20 92.5 477 1180 10.6 10.0 11-12 20 25 92.5 407 1180 13.2 10.0 13-14 25 33 115 615 1392 7.6 7.6 15-17 33 45 115 535 1392 10.3 10.0 18-25 45 85 120 1232 2404 4.9 4.9 26-33 85 125 135 1913 3460 4.6 4.6 34-38 125 175 145 2419 5600 4.3 4.3 39 47 175 625 145 3281 5683 2.6 2.6 625 170 6400 11155 1.4 1

I WOCJAFE4000Sw?90W790014V SSI99C2.B DOC

05996.02-G(pol 8)-2 (Rev 0)

Attachment B Page 9 of 9 Table 2 Dynamic Soil Properties for Spring-Dashpot-Mass Model Upper Range Best Estimate Lower Range Vp 1558 1272 1039 Vs 728 553 402 G(ksf) 1461 844 446 beta S (%)

5.8 7.5 10.0 E (ksf) 3975 2336 1260 beta P (%)

5.8 7.5 10.0 Poisson's Ratio 0.361 0.383 0.412 Unit Wt. (pcf) 88.8 88.8 88.8 A (30x64) sqh 1920 1920 1920 Vertical Mode h

11.83 11.83 11.83 m (pcf-sec^2) 32.64 32.64 32.64 mass / area (pcf-sec^2) kv (kcf) 114.70 68.74 38.08 spring constant / area (kcf) c (kcf-sec) 2.83 2.19 1.63 dashpot constant / area (kcf-sec)

Horizontal Mode h

2.19 2.19 2.19 kappat 0.822 0.802 0.777 m (pcf-sec^2) 6.04 6.04 6.04 mass / area (pcf-sec^2) kh (kcf) 85.69 50.09 26.88 spring constant / area (kcf) c (kef-sec) 1.48 1.13 0.83 dashpot constant / area (kef-sec)

Rocking Mode h

15.34 15.34 15.34 Kr 38590508.95 23127542.38 12811736.63 C

291515.658 225676.520 167967.646 m (pcf-sec^2) 42.31 42.31 42.31 mass / area (pcf-sec^2) kr(kcf) 267.99 160.61 88.97 spring constant / area (kct) c (kcf-sec) -

2.02 1.57 1.17 dashpot constant / area (kcf-sec) 1 EX)C.SAFEWM105W79N790 OnSV-SSt9eC3-B DOC

i

)

Cc.tc.u kh L d9oJ%.%2, -C, (Po L8)-L f

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l b

u i

)

l 1

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ML20211P653

Text

SUMMARY

1.0 INTRODUCTION

6.0 REFERENCES

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