ML20211P645
| ML20211P645 | |
| Person / Time | |
|---|---|
| Site: | 07200022 |
| Issue date: | 08/26/1999 |
| From: | Curtis Chang, Youngs R STONE & WEBSTER ENGINEERING CORP. |
| To: | |
| Shared Package | |
| ML20211P637 | List: |
| References | |
| G(PO18)-1, G(PO18)-1-R01, NUDOCS 9909140058 | |
| Download: ML20211P645 (125) | |
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I STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE l
- SEE INSTRUCTIONS ON REVERSE SIDE a 1010 64 (FRONT)
CLIENT & PROJECT Private Fuel Storage Facility, LLC PAGE1 OF 26 Private Fuel Storage Facility. Skull Valley, Utah CALCULATION TITLE (Indicative of the Objective):
QA CATEGORY (/)
Soil and Foundation Parameters for Dynamic Soil-Structure Interacdon Analyses
@ l-NUCLEAR SAFETY RELATED 011 O lii O OTHER CALCULATIONIDENTIFICATION NUMBER OPTIONAL J.O. OR W.O. NO.
DMSION & GROUP I
CALC. NO.
TASK CODE 05996.02 Geotechnical G(PO18)-1 N/A N/A
- APPROVALS - SIGNATURE & DATE REV. NO.
SUPERSEDES
- R RD )
OR NEW
- CALC. NO.
PREPARER (S)lDATE(S)
REVIEWER (S)ICATE(S)
CALC.NO.
OR REV. NO.
YES NO R
R A E(S)
{ l V (lq e.y un
- e., u RobertR.Youn s C.Y. Chang C.Y. Chang 0
N/A 6/28/99 6.29/99 6/29/99 Robert R.
ung C.Y C' ng C.Y.
ag 1
O 96 1 X
g 8/26/99 8/26/99 8/26/99 Rev.1 DISTRIBUTION *
- COPY
- COPY GROUP i
NAME & LOCATION iS GROUP NAME & LOCATION
,i SENT i
I (ENT
/)
- V)
RECORDS MGT, j Geomatrix Consultants,Inc. l original i O FILES (OR FIRE j Oakland,Califomia i
! O FILEIF NONE)
O l Stone & Webster l@
j Engineering Corp.
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,c 9909140058 990909 PDR ADOCK 07200022 3
~
r CALCULATION
SUMMARY
J.OJW.OKALCULATION NO.
REVISION PAGE 2 OF 26 a soio 62 05996.02 1
CLIENT 1 PROJECT Private Fuel Storage Facility, LLC QA CATEGORYlCODE CLASS Private Fuel Storage Facility, Skull Valley, Utah i
SUBJECT 1 TITLE Soil and foundation parameters for dynamic soil-structure interaction analyses OBJECTIVE OF CALCULATION (1) 1-D equivalent linear site response analysis using computer program ' shake.' The purpose is to develop strain-compatible properties corresponding to the desing earthquake.
(2) Used weighted average to estimate equivalent homogenous and isotropic soil parameters consistent with strain-compatible properties developed in(1).
(3) Calculate equivalent soil spring, dashpot, and mass parameters to match with the analytical solution of vibration of rigid rectangular footing on homogenous version of the code.
CALCULATION METHODI ASSUMPTIONS See List of References on Paoe 12 of 26.
Computer Program:
(1) SHAKE: A computer program for earthquake response analysis of horizontally layered sites rev. 96 GMX, Benchmarked against SHAKE 91, a comercial!y available version of the code.
SOURCES OF DATA 1 EQUATIONS (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 14 of 26.
(2) Equivalent soil spring, dashpot, and mass parameters were developed, results are listed on Page 15 of 26.
CONCLUSIONS REVIEWER (S) COMMENTS PREP >R ER DATE
[
b 1
REVIEWERICHECKEh DATE l *). %
NL7 !if INDEPENDENT REVIEVifER DATE C.1. Um
- l'7 111
(
1
l STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER
^
J.O. OR W.O. NO.
DMSION & GROUP CALCULATION NO.
OPTIONAL TASK CODE 05996.02 Geotechnical G(P018)-1 N/A RECORD OF REVISIONS Revision 0-OriginalIssue Revision 1 - The revision was performed to incorporate minor text improvements and missing data.
Page 1 - Revised with Rev.1 signatures Page 2 " Calculation Method / Assumptions,' item (1) revised to read: *1-D equivalent linear site response analysis using computerprogram ' shake."
l Page 2A-Added new Page 2A (Record of Revisions)
Page 3 - Revised to indicate addition of Page 2A Record of Revisions.
Page 5 -(paragraph 2, lines 3 & 4) Corrected spelling and grammatical errors Page 5 -(paragraph 3, lines 5 & 6) Revised sentence 4 to read: Ground wateris estimated to lie at a depth of approximately 125 feet, as measured in Observation Well CTB-5 (OW).
Page 6 - (paragraph 2, line 1) revised to read: Ivan Wong of Woodward-Clyde (1999, personal communication, copy included as Page 46 of Attachment A)...
j Page 6 - Added reference to Pechmann (1999) after Wong and Silva (1993)
)
Page 7 - (paragraph 2, last line) Revised last sentence to read: The density for the Tertiary sediments...was assumed to lie at a depth of 125 feet, as measured in Observation Well CTB-5 (OW).
Page 9 - (paragraph 3, line 6) Corrected spelling Page 12- (references) Added reference - ConeTec (1999)
Pages 14 26 - revised header with correct J.O. No. (05996.02)
Attachment A - Added sentence to end of paragraph 1 on Page 1 and revised header / footer to indicate correct J.O. number and file name Attachment B - Revised header / footer to indicate correct J.O. number and fiie name Attachment C - added missing files to diskette Attachment D
- revised header with correct J.O. No. (05996.02)
- added missing Table 2 (Page 9 of 17) and revised pagination
- Page 1, line 5 - revised sentence to indicate sheets 1,2, and 3 of spreadsheet attached on pp. 2-7 of Attachment D.
- Page 1,line 8 revised sentence to read: Sheet 4, identified huein as Table 1 on Page 8, as well as on Page 14 of the i
main body of the calculation, contains...
- Page 1, line 10 - revised sentence to read: Sheet 5, printed as Table 2 on Page 15 of the main body of the calculation, contains...
- Pages 10-12 added note indicating that the calculated values shown are superseded by those shown on Table 2 9
3 CALCULATION SHEET J.OlW.OKALCULATION NO.
REVISION PAGE 3 OF 26 05996.01-G(PO18) 1 1
[/g[
REVIEWERICHECKER/DATE g,,g INDEPENDENT REVIEWER /DATE PREPARER /DATE Robert R. Youngs 8/2 8
C.Y. Chang 8/26/99 f
C.Y. Chang 8/26/99 0.3.u j
SUBJECT I TITLE Soil and foundation 1 arar6eters for dynamic soil-structure interaction analyses '
QA CATEGORY / CODE CLASS 5
I TABLE OF CONTENTS AND HISTORIC DATA (Revisions, Additions, Deletions, Etc.)
PAGE REVISION NO.
DESCRIPTION NO.
DATE REMARKS 1
CalculationTitle Page 1
8/26/99 2
Calculation Summary 1
8/26/99 2A Record of Revisions 1
8/26/99 3
Table of Contents 1
8/26/99 4
1.0 introduction and Approach 0
6/29/99 4
2.0 SubsurfaceConditions 1
8/26/99 9
3.0 Site Response Analyses 1
8/26/99 9
4.0 idealized Soil Profile for SASSI Analyses 0
6/29/99 10 5.0 Soil Parameters for Spring, Dashpot, and Mass 0
6/29/99 Model Attachment A Site Soil Properties Data 1
8/26/99 Attachment B: Input Acceleration Time Histories 1
8/26/99 Attachment C: Site Response Analyses 1
8/26/99 Attachment D: Development of Dynamic Soil 1
8/26/99 Properties
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05996.02-G(PO18)-1 (REV.1)
Page 4 of 26 PRIVATE FUEL STORAGE FACILITY SKULL VALLEY, UTAH SOIL AND FOUNDATION PARAMETERS FOR DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSES
1.0 INTRODUCTION
AND APPROACII This calculation developed dynamic soil and foundation parameters for the Private Fuel Storage Facility located in Skull Valley, Utah. The calculation supersedes Geomatrix Calculation 05996.01-G(PO5)-1 Rev 1. The reasons for the new calculation are new soil data and a revised design level ground motion.
The approach followed in this analysis matches that used in the previous calculation [Geomatrix Calculation 05996.01-G(PO5)-1 Rev 1) and involves the following steps:
- 1. Dynamic properties are developed for the subsurface soils at the Skull Valley site. These include profile layering, low-strain shear and compression wave velocities, unit weight, and strain-compatible shear modulus reduction and damping relationships. In this calculation package we provide uncertainties in the dynamic properties following the guidance provided in the Standard Review Plan Chapter 3.7.2 and in ASCE 4-86. These are presented in Section 2.
]
- 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 dyniamic soil profiles are developed for use in SSI analyses based on uncoupled soil spring-dashpot-mass models. These profiles represent best estimate and upper e.nd inwer ranga strain-compatible soil properties. These are described in Section 5.0 j
2.0 SUBSURFACE CONDITIONS The general stratigraphy of the Skull Valley Private Fuel Storage site is described in Geomatrix (1999a). The upper few feet consists of eolian silty soil deposits. These are underlain by Lake Bonneville lacustrine soils to a depth of approximately 45 feet. The soils above a depth of 25 feet consist of predominately deep-water deposits of sandy and clayey silts. The summary of index tests (see Attachment A) indicates that the PI for these soils ranges from 0.5 to 29 with an 100C,SAFEM000$W79M90 OICAlfPKChitEYhSV45199-It1 DOC
05996.02-G(pol 8)-1 (REV.1)
Page5of26 average of 14. Consolidation tests performed on these soils indicate that they are overconsolidated (see Attachment A). SPT-N data presented in Stone & Webster (1997) generally fallin the range of 8-20 blows /ft Between a depth of 25 and 45 feet, near-shore deposits of very dense fine sand underlain by very dense silts with gravel and sand layers are encountered. SPT-N values in these deposits commonly exceed 100 blows /ft An erosional unconformity marked by the Promontory soil lies at a depth of approximately 45 feet below the surface. The soils between a depth of 45 and 85 feet consist of the Little Valley lacustrine deposits, interbedded gravelly and clayey sands and sandy silts. These soils are dense to hard, with refusal conditions often encountered in site borings.
A second erosional unconformity at a depth of 85 feet marks the boundary between Quaternary and Tertiary sediments. Below this boundary lies the Salt Lake group, a mid to late Miocene sequence of semi-consolidated siltstones, claystones and sandstones. These sediments are presumed to continue to bedrock, whid is a west dipping surface lying at a depth of 400 to 800 feet beneath the site. Ground water is estimated to lie at a depth of approximately 125 feet, as measured in Observation Well CTB-5 (OW). The underlying bedrock consists of hard limestone and dolomite.
Shear and compression wave velocity data for the subsurface materials are available from a variety of sources.
Site Data Geosphere (1997) conducted a shallow refraction survey of the site. In the shear wave survey Geosphere (1997, their Figures 2 and 4) identified two layers; a surficial layer with a shear wave velocity ranging from approximately 700 to 790 ft/sec with an average value of about 750 fVsec, and a second layer at a depth of 40 to 55 feet with a shear wave velocity ranging generally from 1,700 to 2,400 ft/sec, average about 2,000 fVsec. The maximum depth of penetration of the shear wave survey was estimated to be 80.to 90 feet. In the compression wave survey Geosphere i
(1997, their Figures 1 and 3) identified three layers; a surface layer with a compression wave velocity generally in the range of 1,100 to 1,300 ft/sec, a second layer at a depth of 35 to 45 feet with a compression wave velocity in the range of 2,200 to 3,500 ft/sec. and a third layer lying at a variable depth of 90 to 125 feet with a compression wave velocity generally ranging from 5,200 to 5,900 fl/sec. The third layer was interpreted to possibly represent the location of saturated sediments.
Bay Geophysical Associates (1999) conducted a second shallow refraction survey on the site to locate evidence of offsetr,in the shallow stratigraphy. Their Table 1 [ reproduced as Table 5-2 in Geomatrix (1999a)] specifies an average shear wave velocity of 800 fVsec for the material above the Promontory soil (depth 45 feet and 1,100 fVsec for the material above the Quaternary / Tertiary boundary (depth 85 feet). These values are generally consistent with the i
values from Geosphere (1997). The average shear wave velocity from the surface to a depth of 85 feet computed using the Geosphere (1997) results is:
V(avg)=85fV(45fV750fVsec+40iV2000fl/sec)=1,063 fVsec i
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05996.02-G(PO18)-1 (REV.1)
Page 6 of 26 Recently completed seismic cone data are summarized in Attachment A and are plotted on Figure 1. The data show an increase in velocity with depth in the upper 30 feet of the soil profile. The solid and dashed lines on Figure I show average velocities within what appear to be layers with relatively homogeneous velocities.
Offsite Data Ivan Wong of Woodward-Clyde (1999, personal communication, copy included as Page 46 of Attachment A) currently leading NEHRP seismic hazard microzonation study for Salt Lake Valley. Data for Tertiary Salt Lake Group indicates Vs in the range of 1-1.75 km/sec.
Wong and Silva (1993) show velocity and density profiles for sites in Salt Lake valley (see Attachment A). Data show Stiff Clay Vs 223 -304 m/sec Unconsolidated sediments Vs 620-820 m/sec Semi-consolidated sediments Vs 992-1,750 m/sec Pechmann (1999), copy included as Page 47 of Attachment A Williams, King, and Tinsley (1993) downhole velocity data indicate low Poisson's ratio (~0.25) for older sediments Site Low-Strain Velocity and Density Profiles The following spreadsheet tables presents the velocity and density profiles developed for the Skull Valley site.
Best Estimate Profile Depth to Computed Unit Cum.Vs Average Layer Base h
Vs Vp Poisson's Wolght Trevel Time Vs (ft)
(ft)
(ft/sec)
(ft/sec)
Ratio (pcf)
(sec)
(fps) 10 10 540 1135 0.354 85 0.01852 540.0 12 2
720 1250 0.252 92.5 0.02130 563.5 25 13 865 1445 0.221 92.5 0.03633 688.2 45 20 1015 1705 0.226 115 0.05603 803.1 85 40 2000
,3400 0.235 120 0.07603 1118.0 125 40 4511.155 7813.549 0.250 135 0.08490 1472.4 625 500 4511.155 7813.549 0.250 145 0.19573 3193.1 tietf space 6397.638 11154.856 170 The velocities in the depth range of 0 to 30 feet are based on the seismic cone data. The velocity between 30 and 45 feet in the near-shore Bonneville deposits is assumed to be constant. The S-wave velocity between 45 and 85 feet is based on the Geosphere S-wave refraction survey. The P-wave velocity in this depth range is within the range of values obtained by Geosphere (1997) and was selected to provide a Poisson's ratio in the range observed for soils of this type in the Salt Lake Valley (Williams and others,1993). The S-wave velocity for the sediments below 85 feet was selected as the midiange of values reported for the Salt Lake group (1.375 km/sec) and l \\ DOC 5AFIM000$N8790W790 0ttALIFKGlWEVl\\5V4SI99.Ill DOC
s..
.ii 05996.02-G(pol 8)-t (REV,1)
Page 7 of 26 the P-wave velocity was set at V3 times the S-wave velocity assuming a Poisson solid (Poisson's ratio = 0.25). The half-space velocity was set at the velocity for the first layer of the Utah crustal model used for earthquake location (see Geomatrix,1999a, Appendix F). The cumulative travel time column is the sum of the travel times in each layer (travel time = h/Vs) measured from the surface and the average velocity column is the total thickness (sum of h) divided by the :
cumulative travel time. The average velocities for the surface to depths of 45 and 85 feet are consistent with the values reported by Bay Geophysical Associates (1999, their Table 1).
The unit weights for the depth range of 0 to 25 feet were taken from the density data obtained from borings in the CTB (see Attachment A). The densities below that depth were assumed to increase as the velocity increased and were set generally equal to values selected by Wong and Silva (1993) for similar materials as well as typical values published in Naval Facilities Engineering Command (1982), Bowles (1979), and Terzaghi and Peck (1967). In between the depths of 25 and 45 feet, the density of the dry dense sand was assumed to be 115 pcf. For the dense silty soil from a depth of 45 feet to 85 feet the density was assumed to be 120 pcf. This value corresponds to a dry density of about 115 pcf and a moisture content of about 5%. The density for the Tertiary sediments was set at 135 pcf, increasing to 145 pcf below the water table,
- which was assumed to lie at a depth of 125 feet, as measured in Observation Well CTB-5 (OW).
The U.S. Nuclear Regulatory Commission's Standard Review Plan, Chapter 3.7, stipulates that SSI analyses be performed using a range ofproperties. If the site dynamic parameters are not well known, then the low-strain shear modulus is to be varied by multiplying and dividing by a factor of 2. The American Society of Civil Engineers (ASCE,1986) recommends that the low-strain shear modulus is to be varied by multiplying and dividing by a factor of 1+COV of the site modulus data, with a minimum COV of 0.5 to be used. In terms of wave velocities, these factors translate into the V2=1.414 and the V1.5=1.225, respectively. Using these criteria, the following velocity profiles were developed to represent the upper and lower bound properties to be used in SSI analyses.
High and Low Velocity Profiles i..y.r s.
n v.
v, v.
vp (ft)
(ft)
(ft/sec)
(ft/sec)
(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 17$
50 5741.470 9944.517 2500 5600 625 500 5741.470 9944.517 3280.840 5682.581 half. pac.
6397.638 11154.856 Because the 1_6 seismic cone profiles show very consistent results (COV ~ 0.15) and are also consistent with other velocity data, it is judged that the shallow velocities (0 to 45 feet) are well known and the ASCE criteria of a factor of V1.5 was used to vary the velocities. The velocity in I\\ DOC 5AFEM0005W9tW790 OI)CALIPKGl%REVITSV $119941. DOC C
05996.02-G(pol 8).1 (REV.1)
Page 8 of 26 the depth range of 45 to 85 feet is less well determined and was varied by a factor of 42. Below a depth of 85 feet the high range velocity for the Tertiary sediments was set at the upper limited of the reported range in velocities, a shear wave velocity of 1.75 km/sec or a factor of 1.27 larger than the best estimate. The use of a factor V2 would produce a velocity comparable to the basement rocks, which wasjudged to be unlikely for these semi-consolidated sediments. The factor of 1.27 meets the minimum ASCE guideline. The lower range velocity in the depth range of 85 to 125 feet was set at 2,000 ft/see to reflect the lack of an observed increase in the P-wave velocity in this depth range in the Geosphere (1999) shallow refraction survey. The S-wave velocity was assumed to increase with depth to reach the minimum reported velocity for the Salt Lake group of 1 km/sec at a depth for 175 feet. The P-wave velocity was assumed to increase to that ofwater at a depth of 125 feet.
Strain-Compatible Modulus Reduction and Damping Relationships.
Three sets of shear modulus reduction and damping ratio curves were used to obtain strain-compatible soil properties (Figures 2,3 and 4). Sets A and B represent attemative soil parameter
' sets used by Silva and others (1998) to calibrate ground motion models for alluvial soils in California and were used to develop the ground motion models for the Skull Valley site (Geomatrix,1999a, Appendix F). Set C was used in the previous calculation of the dynamic soil properties. The curves for Set C assigned to the soil layers in the depth range of 0-25 and 45 to 85 are based on the curves by Vucetic and Dobry (1991) for soils with a plasticity index of 15 and OCR in the range of 0-15. The shear modulus reduction cmve for the dense sand layer between depths 25 and 45 feet in Set C is based on the upper bound curve published by Seed and Idriss (1970) and the damping curve for this layer is based on the lower bound curve by Seed and Idriss (1970). The Tertiary sediments below a depth of 85 feet are assumed to remain linear, except for the lower range velocity case, where the Silva and others (1998) relationships for soft rock with a Vs <3000 ft/sec are used until the velocity reaches 3,000 ft/sec. These three sets were used to represent the uncertainty in the modulus reduction and damping relationships.
rhe damping in the linear Tertiary sediments was computed assuming that the shallow crustal damping corresp mds to a x of 0.03 see and.using the crustal model for the site. These damping values are tabulated in Appendix F of Geomatrix (1999a). These values are reproduced below.
Three Crustal Layers, r= 0.03 sec, Low Tertiary V, Depth Range V.
Q.
A Layer r (km)
(kmfsec)
M)
(see) 00.2 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 V.
Q.
A Layerx (km)
(km/sec) 5)
(see) 0-0.2 1.375 21.7 2.3 0.007 I moc.sArewoooscowwo ohCALCPILOl*EYDSV.SENIll DOC
i 05996.02-G(pol 8)-1 (REV.1)
Page 9 of 26 0.21.4 1.95 30.8 1.6 0.020 1.4-2.0 3.39 53.5 0.9 0.003 Ir= 0.03 o
Three Crustal Layers, r= 0.03 sec High Tertiary V, Depth Range V,
Q, A
Layerr (km)
(km/see)
(%)
(sec) 042 1.75 25.3 2.0 0.005 0.21.4 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) 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 (see Attachment B). The acceleration time histories were scaled so that their individual response spectra match on average the design ground motion spectrum. The scaling factor is computed as the factor that produces equal area (in log space) between the target spectrum and the time history spectrum above and below the target spectrum in the frequency range of 12 Hz to 4 seconds (see Attachment B). 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 C.
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 cmve sets and three curves for each set are shown, indicating the results for the different input time histories. The results are shown 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 C. Figures 9,10, and 11 show these values.
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-SDMP.XLS in Attachment D.
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05996.02-G(PO18).1 (REV 1)
Page 10 of 26 The compressional-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-SDMP.XLS in Attachment D and are listed in Table 2. Based on Table 3.1 of Newmark and Rosenblueth (1971)(see Attachment D) for a surface rectangular foundation of 30 feet by 64 feet, the equivalent dynamic soil parameters were computed (see spreadsheet SV-SDMP.XLS in Attachment D). These are:
~
A = area of foundation (30 ft x 64 ft) p = mass density = unit weight / acceleration of gravity E = Young's modulus = G(1+p) where is Poisson's ratio and G is the shear modulus VerticalMode h = 0.27E M = Ahp m = M I A = hp K-V 2
1_
EC, kr = Ky I A = O(1 - p')
C = 5.42)Kyph' c = CI A = 5.42)k Aph' I A y
where m is the mass constant / unit area, kv 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.
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05996.02-G(pol 8)-1 (REV.1)
Pige 11 of 26 HorizontalMode h = 0.050 bl = Ahp m = bf I A = hp
_EUk7 Ku-1 - p, k
u = Ku I A = O(12)
C = 41.1)K ph' u
i c = C/ 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 j
constant / unit area. Constant k is interpolated from Table 3.1 of Newmark and Rosenblueth r
(1971) for an aspect ratio of 64/30=2.13 and Poisson's ratio.
t Rocking Mode l
I h = 0.350 I
Af = Ahp m = Af I A = hp K" ~ O(1 - p')
S l = LB /12 Ek' k, = Ky ll = O(1-p')
C = 0.97)K,ph*
KaPY c = CII = -
where m is the mass constant / unit area, k,is the spring constant / unit area, and c is the dashpot coustant/ unit area. Constant kjis interpolated from Table 3.1 of Newmark and Rosenblueth (1971) for an aspect ratio of 64/30=2.13 and is equal to 2.57.
The resulting parameters are presented in Table 2.
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05996.02-G(pol 8)-1 (REV.1)
Page 12 of 26
6.0 REFERENCES
American Society of Civil Engineers (ASCE) (1986), Seismic analysis of safety-related nuclear structures and commentary on standard for seismic analysis of safety-related nuclear structures: ASCE Standard 4-86.
Bay Geophysical Associates, Inc.,1999, Shearwave reflection survey: Prepared for Stone &
Webster Engineering Corporation, January.
Bowles, J.E., (1979), " Physical and Geotechnical Properties of Soils," McGraw Hill, Inc.
ConeTec, (1999), " Cone Penetration Testing Report, Private Fuel Storage Facility, Skull Valley, UT," prepared for Stone & Webster Engineering Corporation by ConeTec, Inc., Salt Lake City, Utah.
Electric Power Research Institute, (1993), " Guidelines for Determining Design Basis Ground Motions," EPRITR-102293.
l Geomatrix Consultants, Inc., (1996), " Recommendations of Site Response Analyses of Vertical Excitation, Richmond-San Rafael Bridge Seismic Retrofit Design."
Geomatrix Consultants, Inc.,1999a, Fault evaluation study and seismic hazard assessment, Private Fuel Storage Facility, Skull Valley, Utah: report prepared for Stone & Webster Engineering Corporation, February,3 vols.
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.
Geosphere, (1997), " Seismic Survey of Private Fuel Storage Facility", Geosphere Midwest, Midland, MI, January,1997.
NISEES (1991), SHAKE-91: NationalInformation Service for Earthquake Engineering Software, University of Califomia, Berkeley.
Department of the Navy, (1982), " Soil Mechanics, Design Manual 7.1", Naval Facilities Engineering Command.
Newmark, N.M. and Rosenblueth, E., (1971), " Fundamentals of Earthquake Engineering",
Prentice Hall,Inc.
Seed, H.R. and Idriss, I.M., (1970), " Soil Moduli and Damping Factors for Dynamic Response Analyses", Report. No. EERC 70-10, University of California at Berkeley.
Silva, W.,1986, Soil response to earthquake ground motion: Report prepared for the Electric Power Research Institute, Research Project RP2556-07, September.
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Page 13 of 26 i:
Silva, W.C., Abrahamson, N., Toro, G., and Costantino, C.,1998, Description and validation of l
the stochastic ground motion model: Report submitted to Brookhaven National Laboratory, Associated Universities, Inc., New York.
Stone and Webster, (1997), "Geotechnical Laboratory Test Report", Stone and Webster Engineering Corporation, Boston, MA, January,1997.
Terzaghi, K. and Peck, R.B., (1967), " Soil Mechanics in Engineering Practice", John Wiley and Sons, Inc.
Tinsley, J.C., King, K.W., Trumm, D.A., Carver, D.L., and Williams, R.,1991, Geologic aspects of shear-wave velocity and relative ground response in the Salt Lake Valley, Utah:
Proceedings of the 27* Symposium on Engineering Geology and Geotechnical Engineering, p. 25-1-9.
Vucetic, M. and Dobry, R., (1991), "Effect of Soil Plasticity on Cyclic Response", Journal of Geotechnical Engineering, Vol. I17, No.1, Jan 1991, p.89-107.
Williams, R.A., King, K.W., and Tinsley, J.C.,1993, Site response estimates in Salt Lake Valley, Utah, from borehole seismic v::locities: Bulletin of the Seismological Society of America,
- v. 83, p. 862-889.
l Wong, I., and Silva, W.J.,1993, Site-specific strong ground motion estimates for the Salt Lake Valley, Utah: Utah Geological Survey Miscellaneous Publication 93-9,34 p.
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Page 14 of 26 Table 1 -
Dynamic Soil Proporties for SASSI Model High Range Proporties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp' Shear - Compression (ft)
(ft)
(pcf)
(fps)
(fps)
(%)
(%)
1-2' O
4 85 631 1390 2.8 2.8 3-5 4
10 85 558 1390 5.9 5.9 6-7 10 14 92.5 858 1646 4.7 4.7 8-10 14 20 92.5 922 1770 5.2 5.2 11 12 20 25 92.5 885 1770 6.1 6.1 13 14 25 33 115 1115 2088 3.6 3.6 15 17 33 45 115-1068 2088 4.5 4.5 18-25 45 85 120 2754 4808 2.0 2.0 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 Proporties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)
(ft)
(pcf)
(fps)
(fps)
(%)
(%)
12 0
4 85 505 1135 3.4 3.4 35 4
10 85 421 1135 7.8 7.8 6-7 10 14 92.5 663 1344 6.0 6.0 8-10 14 20 92.5 713 1445 6.5 6.5 11-12 20 25 92.5 676 1445 7.7 7,7 13-14 25 33 115 868 1705 4.6 4.6 15-17 33 45 115 823 1705 5.7 5.7 18-25 45 85 120 1900 3400 2.7 2.7 26-33 85 125 135 4511 7814 2.3 2.3 34-38 125 175 145 4511 7814 2.3 2.3 3947
.175-625 145 4511 7814 2.3 2.3 625 170 6400 11155 1.6 1
i
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'Vp Shear Compression (M)
(ft)
(pcf)
(fps)
(fps)
(%)
(%)
1-2 0
4 85 395 927 4.5 4.5 3-5 4
10 85 300 927 10.5 10.0 6-7 10 14 92.5 508 1097 7.5 7.5 8 10 14 20 92.5 541 1180 8.1 8.1 11-12 20 25 92.5 494 1180 9.9 9.9 13-14 25 33 115 669 1392 5.8 5.8 15-17 33 45 115 614 1392 7.6 7.6 18-25 45 85 120 1283 2404 4.0 4.0 26-33 85 125 135 1950 3460 4.1 4.1 34-38 125 175 145 2453 5600 3.9 3.9 39-47 175 625 145
.3281 5683 2.6 2.6 625 170 6400 11155 1.4 1
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OS996.02-G(pol 8)-1 (REV.1)
Page 15 of 26 Table 2 Dynamic Soil Properties for Spring-Dashpot-Mass Model Upper Range Best Estimate Lower Range Vp 1558 1272 1039 Vs 762 590 447 G(ksf) 1603 961 552 beta S (%)
4.7 6.0 7.8 E (ksf) 4304 2620 1530 beta P (%)
4.7 6.0 7.8 Poisson's Ratio 0.343 0.363 0.386 Unit Wt. (psf) 88.8 88.8 88.8 A (30x64) sqft 1920 1920 1920 Vertical Mode
- h 11.83
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- 1.83 11.83 m (pcf-sec^2) 32.64 32.64 32.64 mass / area (pcf sec^2) kv (kcf) 122.43 75.76 45.15 spring constant / area (kcf) c (kcf-sec) 2.92 2.30 1.77 dashpot constant / area (kcf-sec)
Horizontal Mode h
2.19 2.19 2.19 kappat 0.837 0.820 0.799 m (pcf-sec^2) 6.04 6.04 6.04 mass / area (pcf-sec^2) kh (kcf) 93.20 56.45 32.80 spring constant / area (kcf) c (kef-sec) 1.54 1.20 0.91 dashpot constant / area (kcf-sec)
Rocking Mode h
15.34 15.34 15.34 Kr 41190327.99 25487304.84 15190767.92 C
301175.236 236910.108 182899.071 m (pcf-sec^2) 42.31 42.31 42.31 mass / area (pcf-sec^2) kr (kcf) 286.04 177.00 105.49 sprin9 constant / area (kcf) c (kef-sec) 2.09 1.65 1.27 dashpot constant / area (kcf-sec)
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Attachment A Pzge 1 of 55 Calculation 05996.02-G(PO18)-1 Attachment A Site Soil Properties Data This attachment contains the following information:
Atterberg Limits data pages 2-5 Trixial and consolidation test results.
pages 6-20 Summary of density and OCR data page 21 Geosphere (1997) Figures 4.1-4.4 with shallow refraction velocities pages 22-25 Table 5.2 from Geomatrix (1999a) with Bay Geophysical velocities page 26 I
Seismic cone velocity calculation sheets from 1999 field study pages 27-42
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Statistical analysis of cone data pages 43-45 1
Data from offsite sources for velocities and Poisson's ratio pages 46-49 Modulus reduction and damping curves used by W. Silva in Silva and others(1998) pages 50-51 Modulus reduction and damping cmves used in 05996.01 G(PO5)-1 for shallow layers pages 52-55 i
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CTB 4 DATE:
4/21/99 SAMPLE:
U 2E TESTED BY:
ACS DEPTH:
9.8 4 CHE CK E D:
TYC D E S C R IP TIO N:
Clayey SILT 5 P ECIM EN IN F O RM ATIO N:
IN ITIA L FIN A L j
W ATER CONTE NT:
48.9 %
42.1 %
S P E CIFIC G R VfY:
DRY UNIT W EIGHT:
63.2 per 75.8 per 2.72
(\\ s t)
VOID R ATIO:
1.587 1.240 i
S A TUR ATIO N:
78.4 %
92.3 %
NOTE: sempie was not inund ted g
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05996.02-G(pol 8)-1 (Rev.1)
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i B O RIN G:
C Ts.s DATE:
4/14t99 S AM PLE:
U.12 C TESTED BY:
ACS DE P TH:
23.5 R CHECKED:
TY C D E S C R IP TIO N:
Clayey SILT I
SPECIMEN INFORM ATION:
INITIA L FIN A L
\\
l' W ATER CONTENT:
52.4 %
43.5 %
S P E CIFIC G R AvlTY:
DRY UNIT W ElGHT:
s3.3 pet 75.0 pcf 2.72 (s'q ll VOID R ATIO:
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05996.02-G(pol 8)-1 (Rev.1)
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ACS DEPTH:
2 7.3 fl CHECKED:
TY C D E S C R IP TIO N:
SILTY CLAY S PECIM EN INFORM ATIO N:
INITIA L FIN A L W ATER CONTENT:
26.2 %
24.9 %
S P E CIFic G R A VITY:
DRY UNIT W EIGHT:
90.9 pcf 9 7.9 p c f 2.72 (e s t)
I Volo R ATIO:
0.868 0.735 S A TU R A TIO N :
82.1 %
92.2 %
NOTE: S am 91e wa s nat inuedaled fj 7
bd PRIVATE FUEL STORAGE FACILITY d
T l
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PRIVATE FUEL STORACE. LLC STONE & WESSTER ENGINEERING CORP.
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p 05996.02.G(pol 8).1 (Rev.1)
Attachment A Page 9 of 55 1
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C TB.N DATE:
4 t12 8 S AM PLE:
U.2 D TESTED BY:
AC D E P TH:
8.8 ft CHECKED:
TYC D E S C R IP TIO N:
Clayey SILT SP ECIM EN INFORM ATION:
INITIA L FIN A L W ATE R CONTENT:
83.0 %
50.8 %
S P E ciFi G R A vlTY :
DRY UNIT W EIGHT:
48.4 per 84.0 per 2.72) (e s t)
VOID R ATIO:
2.511 1.855 S ATUR ATIO N:
68.2 %
99.5 %
NOTE: Sam ple was inundated 41 m 6nutes after applying a vertical stres s of 2 h of (el.c!alI2f>
T TC. W'3 PRIVATE FUEL STORAGE FACILITY-SKULL VALLEY Ch,M
- b. '!'Ib %
PRIVATE FUEL STORAGE, LLC 5 TONE & WERSTER ENGINEERING CORP.
CONSOUDATION TEST PESULTS Jo 05996.02 BCsTDN, MASSACHUSETTS SORING CTS.N. SAMPLE U-2D April 1999 MDOC_5AFE6\\479(M790.0hCALCPKGhAEVl\\5V.S$199-A-It! DOC
r-05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 10 of 55 0
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U.3 C TE STED BY:
AC5 DEPTH:
10 ft CHECKED:
TYC
\\-g; D E S C R tP TIO N:
Clayey SILT S PEclMEN INFORM ATION:
INITIA L FIN A L W ATER CONTE L.
72.2 %
54.4 %
S P E CIFic G Aa
'Y:
DRY UNIT W ElGHT:
51.9 pel 67.4 pcf 2.72 (e s VOID R ATIO:
2.269 1.519 S ATUR ATIO N:
86.6 %
97.4 %
\\
N O TE - S em ple wa s inutidote d 34 minute s a fter applying a vertic al stre s s of 2 k s f cJJa La TTC N/43 PRIVATE FUEL STORAGE FACILITY
{
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j PRIVATE FUEL STORAGE. LLC STONE & YvtBSTER ENGINEERING CORP.
CONSOUDATLON TEST RESULTS JO 05996.02 BOSTON. MASSACNUSETT5 BORING CTE.5, SAMPLE U.3C April 1999 i \\ DOC _SAFIM0005WW790 OhCAlfPKGl\\REYnSV-S$199-A-Ri DOC-
05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 11 of SS STONE & WEBSTER ENGINEERING CORPORATION Private Fuel Storage, LLC.
JO: 05996.02 PFSF, Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.0
^
r
-M 2.5
/
x 2.0 c$
~
% 1.5
(
v>
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b Fo 1.0 h
0.5 i
l l 0.0 -
0 2
4 6
8 10 12 14 16 18 20 AXIAL STRAIN (%)
l l
SAMPLE INFORMATION:
{
BORINO:
CTB-1 DATE:
C4/30/99 f
SAMPLE:
U.3D TESTED BY:
ACS j
DEPTH; 8.4 ft CHECKED:
J ujg DESCRIPTION:
Clayey SILT HEIGHT:
0 546 ft WATER CONTENT:
47.9 %
DIAMETER:
0.238 ft nNITIAL DRY UNIT WEIGHT-62.1 pcf AREA-0 0444 ft'
~ INITIAL VotD ratio.
1.73 TEST DATA:
f.OADING:
Axial Compression STRAIN RATE:
0 8 %/ min CELL PRESSURE:
1.7 kaf UNDRAINED SHEAR STRENGTH.
2.84 ksf COMPRESSfVE STRENGTH:
5.57 ksf FAILURE STRAIN:
5.0 %
l \\ DOC,$M1M00054790W790 OhCAlfPKGl\\REVliSV-S$199-A.R1 DOC j
05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 12 of 55 STONE & WECSTER ENSINEERING CORPORATION Private Fuel Storage, LLC.
JO; 05996.02 PFSF, Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAX1AL 3.0 2.5
(
2.0 m'
N m
-m u.
% 1.5 U5 I
1.0
'i l 0.5 0.0 -
0 2
4 6
8 10 12 14 16 18 20 AXIAL STRAIN (%)
SAMPLE INFORMATION:
BORING:
CTB 1 OATE:
05/03/99 SAMPLE:
U-7D TESTED BY; ACS DEPTH:
21.4 R CHECKED:
J tu %
DESCRIPTION:
Clayey SILT HEIGHT:
0 547 ft WATER CONTENT:
45.1 %
DIAMETER:
0.239 R INITIAL DRY UNIT WElGHT:
62.9 pcf 2
AREA:
0.0447 A INITIAL votD RATIO:
1.70 TEST DATA:
LOADING:
Arial Compression STRAIN RATE:
0.8 %/ min CELL PRESSURE:
1.7 ksf UNDRAINED SHEAR STRENGTH.
2.73 ksf COMPRESSIVE STRENGTH:
5.45 ksf FAILURE STRAIN:
50 %
I \\ DOC 5AFEW000$u?p4790 0!CAlfPKGl'JtEV13V SSI99-A41 DOC
05996.02-G(pol 8)-1 (Rev.1)
Att:chment A Page 13 of 55 STONE 8 WETlSTER ENGINEERING CORPORATION
~
~ Private Fuel Storage, LLC.
JO: 05996 02 PFSF, Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.5 3.0
- w
)
2.5 C
i ss.
en 2.0 IEw 1.5 1.0 I
O.5 i
0.0 '
O 2
4 6
8 10 12 14 16 18 20 AX1AL STRAIN (%)
SAMPLE INFORMATION:
BORlNO; CTB4 OATE:
04/29/99 SAMPLE:
U.20 TESTED BY:
ACS DEPTH:
9.2 ft CHECKED:
q DESCRIPTION:
CLAY HEIGHT:
0.552 ft WATER CONTENT:
45.2 %
DIAMETER:
0.238 ft INITIAL DRY UNIT WEIGHT:
60.4 pcf AREA:
0.044G ft*
!NITIAL VolD RATIO:
1.81 TEST DATA:
LOADINO.
Asial Compression STRAIN RATE:
0.8 %/ min CELL PRESSURE:
1.7 ksf UNDRAINED SHEAR STRENGTH:
3.11 ksi COMPRESSIVE STRENGTH:
6.22 ksf FAILURE STRAIN:
6.0 %
1:COC,SAFEW000SW7904790 0lf.ALCPKGnkEVBSV.SS!99.A4t DOC j
05996.02-G(pol 8)-1 (Rev.1)
STONE & WEBSTER ENGINEERING CORPORATION Private Fuel Storage. LLC.
JO; 05996.02 PFSF. Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.5 3.0 N
)
2.5 c
2.0 e
E rn if 5
1.0 a >
d >
0.5 0.0 -
0 2
4 6
8 10 12 14 16 18 20 A'IAL STRAIN (%)
l SAMPLE INFORMATlON:
BORING:
CTB4 DATE:
05/14/99 SAMPLE:
U 110 TESTED BY:
ACS DEPTH:
20.9 n CHECXED:
DESCRIPTION:
SILT HEIGHT:
0.551 R WATER CONTENT:
31.5 %
DLAMETER:
0.239 ft INITIAL DRY UNIT WElGHT:
68 4 pcf AREA 6 0447 ff INITIAL VOID RATIO:
1.4s TEST DATA:
LOADING:
Asial Compression STRAIN RATE:
0.8 %/ min CELL PRESSURE:
1.7 kof UNDRAINED SHEAR STRENGTH:
3.15 ksf COMPRESSIVE STRENGTH:
s.30 ksf FAILURE STRAIN:
8.0 %
- t. woc _sVEWXXm4m4M 01CALCPKGlutEVl4V4S194.A-RI. DOC
r --
05996.02-G(pol 8)-1 (Rev.1)
A tt..
Attachment A Page 15 of 55 STONE G WEBSTER ENGINEERING CORPORATION Private Fuel Storage. LLC.
JO: 05996.02 PFSF, Skull Valley. UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.5 i
3.0 2.5
)
{
s 2.0 e
15
=
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/
0.5 k
< i 0.0 '
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4 6
8 10 12 14 16 18.
20 AXIAL STRAIN (%)
SAMPLE INFORMATION:
BORING:
CTB 5 DATE:
05/17/99 SAMPLE:
U-100 TESTED BY; ACS DEPTH:
19.1 ft CHECKED-g DESCRIPTION:
SlLT HEIGHT.
0.545 ft WATER CONTENT:
27.7 %
DIAMETER:
0.237 A INITLAL DRY UNIT WEIGHT:
74.0 pcf 8
AREA:
O 0440 ft INITIAL VotD ratio-1.29 TEST DATA:
LOADING:
Axlal Compression STRAIN RATE:
0.8 %/ min CELL PRESSURE:
1.7 ksf UNDRAINED SHEAR STRENGTH:
2.93 ksf COMPRESSIVE STRENGTH:
5.86 kst FAILURE STRAIN:
80 %
8 WOC,SAFEw000S47904790 OltA!IFKG1JtEVnfV-SSinA-R1 DOC
05996.02-G(pol 8)-1 (Rev.1)
Anachment A Page 16 of 55 STONE & WEBSTER ENGINEERING CORPORATION Private Fuel Storage. LLC.
JO: 05996 02 PFSF, Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 2.0 1.8 16
-N-
}
1.4 c
5, 1.2 E
LLI
% 1.0 m
CC b o3 d
5 0.6
/
0.4 0.2 4 >
0.0 "
0 2
4 6
8-10 12 14 16 18 20 AXIAL STRAIN (%)
3 AMPLE INFORMATiON:
BORING:
CTB-5 DATE:
04/29/99 SAMPLE:
u-14D TESTED BY:
ACS DEPTH:
26.7 ft CHECKED:
gg DESCRIPTION:
Silty CLAY HE!GHT:
0550 R WATER CONTENT:
30.5 %
DIAMETER:
0.235 ft INITIAL DRY UNIT WElGHT:
87.2 pcf AREA-0.0444 ft:
INITIAL VOlO RATIO:
0.95 TEST DATA:
LOADING:
Anlat compression STRAIN RATE:
0 8 %/ min CELL PRESSURE:
1.7 ksf UNDRAINED SHEAR STRENGTH:
1.68 ksf COMPRESSIVE STRENGTH:
3.32 ksf FA! LURE STRAIN:
12.0 %
1.moC 1AFE4000SW7mm0 0lCALCPKGIJtEVB5V SSt#-A-RI. DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 17 of 55 STONE O WEBSTER ENGINEERING CORPORATION Private Fuel Storage. LLC.
JO; 05996.02 PFSF, Skull Valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.0 2.5
(
N N
2.0 c~d aw
$ 1.5 l
m g
g a p 1.0
-i 4 1 0.5 i
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)
0.0 '
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4 6
8 10 12 14 16 18 20 l
AXIAL STRAIN (%)
SAMPLE INFORMATION:
BORING:
CTB4 DATE:
05/18/99 SAMPLE:
U-3D TESTED BY:
ACS DEPTH:
8R CHECKED:
gp CE5CitiH svN:
Cl.AY HEIGHT:
0.S61 R WATER CONTENT:
52.7 %
DIAMETER:
0 238 R INITIAL DRY UNIT WE!GHT:
56.2 pcf 8
AREA-0.0445 R INITIAL VOID RATIO:
2.02 TEST DATA:
LOADING:
Azial Compression STRAIN RATE:
0.7 %/ min CELL PRESSURE:
1.7 kaf UNDRAINED SHEAR STRENGTH:
2.70 ksf COMPRESSIVE STRENGTH:
5 40 ksf FAILURE STRAIN
- 7.0 %
i \\ DOC,$AF1167'iOW790.0hCALCPKGhREVbSV-SEInA-RI DOC
05996.02-G(pol 8)-1 (Rev.1)
STONE & WE; STER ENGINEERING CORPORATION Private Fuel Storage, LLC.
JO: 05996.02 PFSF, Skull Valley, UT u,y 1ggg CONSOLIDATED UNDRAINED TRIAX1AL 3.0 2.5 W -
/
2.0
?e tu
$ 1.5 m
a 1.0 t
0.5
}
1 4
0.0 '
O 2
4 6
8 10 12 14 16 18 20 AX1AL STRAIN (%)
8 AMPLE INFORMATION:
BORING:
CTB-N DATE:
04/28/99 SAMPLE:
U-28 TESTED BY:
ACS i
DEPTH:
7.4 ft CHECKED:
J\\A/M DESCRIPTION:
Clayey S!LT HEIGHT:
0.550 R WATER CONTENT:
65.4 %
DIAMETER:
0.238 ft INITIAL DRY UNIT WElGHT:
45.1 pcf 8
AREA:
0.0443 R INITIAL VCID RATIO:
2.76
)
TEST DATA:
LOADING:
Arlai Compression STRAIN RATE:
0.s %/ min CELL PRESSURE:
1.7 ksf UNDRAINED SHEAR STRENGTH; 2.41 ksf COMPRESSIVE STRENGTH:
4.81 ksf FAILURE STRAIN:
13.0 %
1 \\ DOC,5AIT4000$W79D4790 OlCAlfPKGliREVl\\SV-S$199 A-R1 DOC
r 1
05996.02-G(pol 8)-1 (Rev.1)
]
Attachment A Page 19 of 55 STONE G WE~ STER ENGINEERING CORPORATION Private Fuel Storage. LLC.
JO: 05996.02 PFSF, skull valley, UT May 1999 CONSOLIDATED UNDRAINED TRIAXIAL 3.0 W
I 2.5 I
/
h 2.0
]
d$.
$ 1.5
(
m a
1.0 h i 0.5 0.0 '
O 2
4 6
8 10 12 14 16 18 20 AXIAL STRAIN (%)
SAMPLE INFORMATIDN:
BORING:
CTB-1 DATE:
04/30/99 SAMPLE:
U-3D TESTED BY:
ACS DEPTH:
8.4 ft CHECKED; J ufr DESCRIPTION:
CLAY HElGHT:
0.546 it WATER CONTENT:
47.9 %
DLAMETER:
0.238 ft INITIAL DRY UNIT WElGHT:
62.1 pcf AREA:
0.0444 ft" lNITIAL VOID RATIO:
1.73 TEST DATA:
LOADING; Amal Compression STRAIN RATE:
0 8 %/ min CELL PRESSURE:
1.7 kaf UNDRAINED SHEAR STRENGTH.
2.c4 ksf COMPRESSIVE STRENGTH:
5 67 ksf FAILURE STRAIN:
5.0 %
1.\\ DOC,$AFEW000SW7mM790 O!(.'.ALEPKGI\\REV1\\SV.SS199-A-RI. DOC
05996.02-G(pol 8)-1 (Rev.1)
Att.*chment A Page 20 of 55 STONE & WECSTER EN2lNEERING CORPORATION Pnvate Fuel Storage, LLC.
JO: 05996.02 PFSF, Skull Valley, UT uay3ggg CONSOLIDATED UNDRAINED TRIAXlAL 3.0 2.5 P- ~
\\ \\
k 2.0 E*
N s
w 51.5 m
I to 1.0 af
.'/
0.5 i
0.0 "
0 2
4 6
8 10 12 14 16 18 20 AXIAL STRAIN (%)
$ AMPLE INFORMATION:
BORING:
CTB-S DATE:
04/30/e9 SAMPLE:
U-20 TESTED BY:
ACS DEPTH:
8.1 ft CHECKED:
Jp DESCRIPTION:
CLAY HEIGHT:
0.554 ft WATER CONTENT:
54.6 %
DIAMETER:
0.237 ft INITIAL DRY UNIT WElGHT:
58 2 pcf AREA:
0.0442 ft' lNITLAL VOID RATIO:
1.92 TEST DATA:
LOADING:
Aalal Compression STRAIN RATE:
0.8 %/ min CELL PRESSURE:
1.7 ksi UNDRAINED SHEAR STRENGTH:
2.40 kaf COMPRESSIVE STRENGTH:
4.79 ksf FAILURE STRAIN:
50 %
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05996.02-G(PO!8)-1 (Rev.1)
Attachment A Page 26 of 55 Y
GE DMATE3f X TABLE 5-2
SUMMARY
OF FAULT LOCATIONS AND DISPLACEMENTS From Bay Geophysical Associates,1999, Table 1 Private Fuel Storage Facility Skull Valley, Utah
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05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 27 of 55 Y
CONEEC
,MMu m Seismic Wave Velocity Calculations mu elusum Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/24/99 CPT No.: CPT-1 Geephone Onset (m):
0.20 Source Offset (m):
0.56 Vs Vs vp vp Test Ray incremontal Interva!
Interval Interval Interve interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s)
' O.90 0.90 1.90 1.79 0.89 1.2 4.92 181.6 2.56 349.0 2.90 2.76 0.97 2.2 7.02 137.8 3.00 322.5 3.90 3.74 0.98 3.2 5.44 181.0 2.97 331.5 y
4.90 4.73 0.99 4.2 3.79 261.5 2.18 454.6 5.90 5.73 0.99 5.2 4.10 242.5 2.08 478.0 6.90 B.72 1.00 6.2 3.62 275.1 2.51 396.8 7.90 7.72 1.00 7.2 3.83 260.3 2.56 389.4 8.90 B.72 1.00 8.2 2.67 347.6 1.82 548.2 Vs Vp Interval Interval Interval Y
Depth velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.9 596 1145 180 7.2 452 1058 134 10.5 594 1087 154 13.8 858 1491 195 17.1 795 1568 175 20.3 902 1301 207 23.6 854 1277 191 26.9 1140 1798 188
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05996.02-G(PO18)-1 (Rev.1)
Attachment A Page 28 of 55
)
4 h
V CON EEC Seismic Wave Velocity Calculations 1
Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/24/99 CPT No.: C PT-3 Geophone Offset (m):
0.20 Source Offset (m).
0.63 I
Vs Vs Vp Vp Test Ray incremental intenal InteNal InteNal Intewal inteNal Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0 75 0.84 1.75 1.67 0.84 1.05 4.26 196.4 2.16 387 4 2.75 2.63 0.95 2.05 6.85 139.2 2.97 -
321.1 3.75 3.61 0.98 3.05 4.96 197.3 3.00 326.3 y
4.75 4.59 0.99 4.05 4.59 215.2 2.59 381.4 5.75 5.59 0.99 5.05 3.77 263.2 1.67 530.6 6.75 6.58 0.99 6.05 3.64 273.2 2.71 367.0 7.75 7.58 1.00 7.05 3.23 r,08.4 2.15 463.3 8.75 8.57 1.00 8.05 3.04 327.9 1.74 573.0 Vs Vp inteNat intewat intenal Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.4 644 1271 209 l
6.7 457 1053 136 j
10.0 647 1070 171 l
13.3 706 1251 152 1
16.6 863 1740 169 19.8 896 1204 201 23.1 1011 1519 106 j
26.4 1076 1879 156 V.
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05996.02-G(pol 8)-1 (Rev.1) l Attachment A Page 29 of 55 l
U CONE"EC
,m q Seismic Wave Velocity Calculations mmmmmmme Job No.:
99-315 l
Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/24/99 CPT No.: CPT-6 Geophone Offset (m):
0.20 Source Offset (m):
0.63 Vs Vs Vp Vp Test Ray incremental
' Interval Interval interval Interval Interval Depth Path
. Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.75 0.84 l
1.75 1,67 0.84 1.05 5.04 166.0 2.61 320.6 2.75 2.63 0.95 2.05 5.48 174.0 2.53 -
376.9 3.75 3.61 0.98 3.05 4.07 240.5 2.60 376.5 Q
4.75 4.59 0.99
/ 05 4.63 213.4 2.50 395.2 5.75 5.59 0.99 5.L 3 3.88 255.7 2.45 405.0 6.75 6.58 0.99 6.05 3.72 267.4 1.55 641.7 I
l Vs Vp interval Interva!
Interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.4 545 1052 186 6.7 571 1236 163 l
10.0 789 1235 194 13.3 700 1296 166 16.6 839 1328 204 19.8 877 2105 210
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05996.02-G(PO18)-1 (Rev.1)
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Att.chment A Page 30 of 55 V
CONE"EC
,m m Seismic Wave Velocity Calculations j
Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/27/99 CPT No.: CPT-13 Geophone Offset (m):
0.20 Source Offset (m):
0.74 Vs Vs Vp Vp Test Ray incremental interval Interval Interval Interval Interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s)
{
0.75 0.92 1.75 1.72 0.80 1.05 4 41 180.4 2.54 313.2 2.75 2.66 0.94 2.05 5.76 162.8 3.03 -
309.4 3.75 3.63 0.97 3.05 4.88 199.0 2.50 388.4
(.'
4.75 4.61 0.9B 4.05 3.60 273.2 2.17 453.2 5.75 5.60 0.99 5.05 3.55 278.7 2.25 439.7 6.75 6.59 0.99 6.05 3.70 268.3 2.25 441.1 7.75 7.59 0.99 7.05 3.68 270.2 2.44 407.6 Vs Vp Interval Interval InteNai Y
Dapth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.4 592 1027 194 6.7 534 1015 155 10.0 653 1274 165 13.3 896 1487 183 l
16.6 914 1442 195 19.8 880 1447 193 23.1 886 1337 189
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05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 31 of 55 l
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CONE"EC
,m 9 Seismic Wave Velocity Calculations l
N l
Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/27/99 CPT No.. CPT-15 Geophone Offset (m):
0.20 Source Offset (m):
0.56 vs Vs vp vp Test Ray incremental Interval interval interval Interval interval I
Depth Path Distance Depth Time Velocity Time Velocity (m) l (m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.85 0.86 1.85 1.74 0.88 1.15 5.85 151.2 2.13 415.2 2.85 2.71 0.97 2.15 5.81 166.3 2.40 402.5 3.85 3.69 0.98 3.15 5.74 171.5 2.78 354.0 I
y 4.85 4.68 0.99 4.15 3.48 284.7 2.26 438.4 5.85 5.68 0.99 5.15 3.93 252.9 2.24 443.8 6.85 6.67 1.00 6.15 3.63 274.3 2.40 414.9 7,85 7.67 1.00 7.15 3.75 265.8 2.29 435.3 Vs Vp Interval Interval interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s)
I 3.8 496 1362 184 7.1 545 1320 171 10.3 562 1161 156 13.6 934 1438 206 l
16.9 830 1456 189 20.2 900 1361 202 23.5 872 1428 196 D
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05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 32 of 55 V
CONE"EC 8 mum nu Seismic Wave Velocity Calculations musumumm Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/27/99 CPT No.: CPT-16 Geophone Offset (m):
0.20 Source Offset (m):
0.76 vs vs Vp Vp Test Ray incremental Interval Interval Interval interval Interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.80 0.97 1.80 1.77 0.80 1.1 4.48 179.2 2.07 387.9 j
2.80 2.71 0.94 2.1 5.66 165.6 2.81 333.6 3.80 3.68 0.97 3.1 5.11 189.9 2.94 330.1 I-s 4.80 4.66 0.98 4.1 3.72 264.3 2.23 440.8 5.80 5.65 0.99 5.1 3.91 252.9 2.32 426.3 6.80 6.64 0.99 6.1 4.03 246.2 2.34 424.1 7.80 7.64 0.99 7.1 3.73 266.6 2.50.
397.7 i
Vs Vp Interval interval Interval Y
Depth Velocity Velocity Parameter (ft)
(Ws)
I (Ns) 3.6 588 1272 193 6.9 543 1094 168 10.2 623 1083 164 13.4 867 1446 210 16.7 830 1395 189 20.0 808 1391 185 23.3 874 1305 186 y-l \\ DOC,$ATEi4000$w?904790 0lGLIPKGl\\REV13V-SSl*9 A-kt DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 33 of 55 1
D.
CONE"EC
,m EE, Seismic Wave Velocity Calculations imummumm Job No.:
99-315 Client:
Stone & V
~'e r j
Location Private Fe,. tsrage Facility Date:
4/27/99 i
CPT No.: CPT-18 Geophone Offset (m):
0.20 Source Offset (m):
0.61 Vs Vs Vp vp Test Ray incremental Interval Interval Interval interval interval Deptn Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.80 0.85 1.80 1.71 0.86 1.1 5.63 152.2 2.50 342.7 2.80 2.67 0.96 2.1 6.63 144.5 2.76 -
347.2 3.80 3.65 0.98 3.1 4.95 198.1 2.12 462.6 h
4.80 4.64 0.99 4.1 4.15 238.3 2.47 400.4 5.80 5.63 0.99 5.1 4.39 226.2 2.15 461.8 6.80 6.63 1.00 6.1 3.72 267.5 1.93 515.5 7.80 7.62 1.00 7.1 3.79 262.9 2.34 425.8 Vs Vp Interval Interval interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.C 499 1124 177 6.9 474 1139 155 10.2 650 1517 180 13.4 782 1313 187 16.7 742 1515 171 20.0 877 1691 212 23.3 862 1397 193 V
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r 03996.02-G(POla)-1 (Rev.1)
Attachment A Page 34 of 55
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V CONE"EC
,u m m W Seismic Wave Velocity Calculations 4
Job No.:
99-315
{
l Client:
Stone & Webster l
l Location Private Fuel Storage Facility Date:
4/28/99 CPT No.: CPT-20 1
~
Geophone Offset (m);
0.20 Source Offset (m):
0.71 s
Vs Vs Vp Vp Test Ray incremental Interval interval interval interval interval j
Depth Tath Distance Depth Time Velocity Time Velocity
{
(m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) l 1
0.80 0.93 1.80 1.75 0.82 1.1 5.13 160.0 3.31 248.0 2.80 2.70 0.94 2.1 6.31 149.7 2.19 431.4 3.80 3.67 0.97 3.1 4.05 240.5 2.10 463.9 IV 4.80 4.65 0.99 4.1 3.16 311.7 1.97 500.1 5.80 5.64 0.99 5.1 3.68 269.1 2.27 436.3 6.80 6.64 0.99 6.1 3.71 267.7 2.35 422.7 1
7.80 7.63 1.00 7.1 3.55 280.3 2.16 460.7 I
l r.
Vs Vp Interval interval interval Y
l Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) j l
3.6 S25 813 171 i
j 6.9 491 1415 148 10.2 789 1522 194 13.4 1023 1640 212 16.7 883 1431 194 20.0 878 1386 187 23.3 919 1511 201
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05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 35 of 55 V
CONE"'EC9 Seismic Wave Velocity Calculations M
Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/28/99 CPT No.: CPT-21 Geophone Offset (m):
0.20 Source Offset (m)-.
0.41 Vs Vs Vp Vp
. Test Ray incremental Interval Interval Interval interval Interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.85 0.77 1.85 1.70 0.93 1.15 4.89 190.5 2.71 343.8 2.85 2.68 0.98 2.15 7.42 132.3 2.90 338.4 3.85 3.67 0.99 3.15 4.63 214.1 2.78 356.6 y
4.85 4.67 1.00 4.15 3.61 275.6 2.14 465.0 5.85 5.66 1.00 5.15 4.02 248.0 1.99 500.9 6.85 6.66 1.00 6.15 3.66 272.6 2.36 422.8 7.85 7.66 1.00 7.15 3.92 254.7 2.29 436.0 8.85 8.66 1.00 -
8.15 3.21 311.1 1.67 598.0 Vs Vp Interval Interval Interval Y
Depth Velocity Velocity Partmetier (ft)
(ft/s)
(ft/s) 3.8 C, 5 1128 230 7.1 434 1110 138 10.3 702 1170 187 13.6 904 1525 205 16.9 813 1643 177 20.2 894 1387 199 23.5 835 1430 189 26.7 1021 1962 176 V
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05996.02-G(PO18)-1 (Rev.1)
Attachment A Page 36 of 55 D
CONE"EC
,m W
Seismic Wave Velocity Calculations ummmmmmme Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/28/99 CPT No..
CPT-22 Geophone Offset (m):
0.20 Source Offset (m):
0.69 Vs Vs Vp Vp Test Ray incremental Interval Interval Interval intervat interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.85 0.95 1.85 1.79 0.84 1.15 4.58 184.3 2.15 390.9 2.85 2.74 0.95 2.15 6.01 158.1 2.26 420.3 3.85 3.71 0.98 3.15 4.22 231.3 2.79 349.9 y.
4.85 4.70 0.99 4.15 4.02 245.3 2.37 416.1 5.85 5.69 0.99 5.15 3.31 299.4 2.20 450.5 6.85 6.69 0.99 6.15 4.00 248.4 2.60 382.2 7.85 7.68 1.00 7.15 4.05 245.8 2.39 416.5 s
l Vs Vp Interval Interval Interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.8 605 1282 191 7.1 518 1379 154 10.3 759 1148 184 13.6 805 1365 183 16.9 982 1478 189 20.2 815 1254 165 23.5 806 1366 167 L
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05996.02-G(PO18)-1 (Rev.1)
Attact} ment A Page 37 of 55 V
CONE"EC i
,MMMHN EE Seismic Wave Velocity Calculations summumum 1
Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility j
Date:
4/29/99 CPT No..
CPT-31 Geophone Offset (m):
0.20 Scurce Offset (m):
0.41 Vs Vs Vp Vp Test Ray incremental Interval interval Interval interval interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) a 80 0.73
~
1.80 1.65 0.92 1,1 5.43 170.3 3.56 259.8
)
2.80 2.63 0.98 2.1 6.11 160.5 2.82 347.7 3.80 3.62 0.99 3.1 3.59 276.1 2.54 390.2
(<
4.80 4.62 0.99 4,1 3.69 269.6 1.97 505.1 5.80 5.61 1.00 5.1 3.47 287.2 1.90 524.6 6.80 6.61 1.00 6.1 3.63 274.9 2.13 468.4 7.80 7.61 1.00 7.1 3.63 275.0 1.90 525.4 Vs Vp Interval Interval Interval Y
Depth velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.6 559 852 208 6.9 526 1140 161 10.2 906 1280 212 13.4 884 1657 188 16.7 942 1721 203 20.0 902 1536 193 23.3 902 1723 186 V'.
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05996.02-G(PO10)-1 (Rev.1)
Attachment A Page 38 of 55 V
CONEEC umm m Seismic Wave Velocity Calculations muummunal Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/29/99 CPT No.: CPT-33 Geophone Offset (m):
0.20 Source Offset (m):
0.79 Vs Vs Vp vp Test Ray incremental inteNal inteNal intismal Interval InteNal Depth Path Distance Depth Time Whcity Time Velocity (m)
(m)
(m)
(m)
(ms)
(rtc.g (ms)
(m/s) 0.90 1.06 1.90 1.87 0.82 1.2 5.29 154.5 2.54 322.5 I
2.90 2.81 0.94 2.2 5.51 170.3 3.01 -
311.8 3.90 3.78 0.97 3.2 3.66 265.1 2.38 407.6 Q
4.90 4.77 0.98 4.2 3.57 275.2 1.93 509.1 5.90 5.75 0.99 5.2 3.59 275.4 2.20 449.3 6.90 6.75 0.99 6.2 3.74 265.2 2.40 413.3 7.90 7.74 0.99 7.2 3.65 272.3 2.71 368.8 8.90 8.74 1.00 8.2 3.31 300.7 2.05 485.5 Vs Vp inteNal InteNal Interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) i 3.9 508 1058 172 7.2 559 1023 168 10.5 869 1337 209 13.8 303 1670 185 17.1 903 1474 190 20.3 870 1356 193 23.6 893 1203 200 26.9 986 1593 180 G
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03996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 39 of 55 i
V CONEEC
)
um Seismic Wave Velocity calculations mummune Job No.:
99-315 I
Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/29/99 CPT No.: CPT-34 Geophone Offset (m):
0.20 Source Offset (m):
0.86 Vs Vs Vp Vp
)
Test Ray incremental Interval Interval Interval interval Interval Depth Path Distance Depth Time Vetocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.80 1.05 1.80 1,82 0.77 1.1 5.68 135.2 2.51 305.9 2.80 2.74 0.92 2.1 6.73 137.0 2.89 319.1 i
3.80 3.70 0.96 3.1 4.65 207.0 2.62 367.5
,Q 4.80 4.68 0.98 4.1 3.55 275.6 2.51 389.8 5.80 5.67 0.99 5.1 3.62 272.4 1.77 557.0 6.80 8.66 0.99 6.1 3.84 257.8 2.45 404.1 7.80 7.65 0.99 7.1 3.61 275.0 2.48 400.3 Vs Vp interval Interval interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) i 3.6 443 1003 161 6.9 449 1046 153 10.2 679 1205 170 13.4 904 1279 192 16.7 893 1827 184 20.0 846 1326 188 23.3 902 1313 206 V
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l 03996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 40 of 55 V
CONE"EC
'IM'IM m' Seismic Wave Velocity Calculations ummmemum Job No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/29/99 CPT No.
CPT-36 Geophone Offset (m):
0.20 Source Offset (m):
0.58 Vs vs vp vp Test Ray incremental interval Interval Interval interval Interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 0.80 0.83 1.80 1.70 0.87 1.1 4.65 186.5 2.08 417.0 2.80 2.66 0.96 2.1 4.51 213.3 3.29 292.4 3.80 3.65 0.98 3.1 4.41 222.8 2.34 419.9 Q
4.80 4.64 0.99 4.1 4.06 243.8 2.46 402.4 5.80 5.63 0.99 5.1 3.25 305.7 2.14 464.3 6.80 6.63 1.00 6.1 4.12 241.6 2.33 427.2 7.80 7.62 1.00 7.1 3.89 256.2 2.21 451.0 vs Vp interval Interval Interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 3.6 612 1368 196 89 700 959 197 10.2 731 1377 171 13 4 800 1320 175 16.7 1003 1523 200 20.0 793 1401 165 23.3 840 1479 179 U
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05996.02 G(pol 8)-1 (Rev.1)
Attochment A Page 41 of 55 V
CONE'EC
,M Seismic Wave Velocity Calculations a m muumu J0b No.:
99-315 Client:
Stone & Webster Location Private Fuel Storage Facility Date:
4/29/99 CPT No.: CPT-37 Geophone Offset (m):
0.20 Source Offset (m):
0.58 Vs Vs Vp Vp Test Ray incrementaf interval Interval interval Interval interval Depth Path Distance Depth Time Velocity Time velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 1.35 1.29 2.35 2.23 0.94 1.65 5.57 168.6 2.87 327.1 3.35 3.20 0.98 2.65 5.24 186.3 2.93 333.1 4.35 4.19 0.99 3.65 4.37 225.9 2.74 360.4 Q
5.35 5.18 0.99 4.65 3.88 255.7 2.48 400.1 6.35 6.18 0.99 5.65 3.81 261.1 2.25 442.1 7.35 7.17 1.00 6.65 3.72 267.8 2.51 396.9 8.35 8.17 1.00 7.65 4.31 231.4 2.70 369.3 9.35 9.17 1.00 8.65 3.59 277.9 2.24 445.4 Vs Vp Intervel interval Interval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 5.4 553 1073 171 8.7 611 1093 184 12.0 741 1182 215 15.3 839 1312 204 18.5 856 1450 156 21.8 87E 1302 201 25.1 759 1211 182 28.4 912 1461 198 v
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05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 42 of 55 Y
CONE"EC
,"' lull "
Seismic Wave Velocity Calculations mummumimu Job No.:
99-315 Client:
Stone & Webster t.ocation Private Fuel Storage Facility Date:
4/29/99 CPT No.: CPT-38 Geophone Offset (m):
0.20 Source Offset (m):
0.53 Vs Vs Vp Vp Test Rey incremental Interval interval Interval interval Interval Depth Path Distance Depth Time Velocity Time Velocity (m)
(m)
(m)
(m)
(ms)
(m/s)
(ms)
(m/s) 1.30 1.22 l
2.30 2.17 0.94 1.6 6.63 142.5 2.45 385.8 3,30 3.14 0.98 2.6 5.99 163.5 2.96 330.8 4.30 4.13 0.99 3.6 4.04 244.8 2.44 405.4 h
5.30 5.13 0.99 4.6 4.03 246.5 2.12 468.6 6.30 6.12 1.00 5.6 3.62 275.0 2.34 425.4 7.30 7.12 1.00 6.6 4.03 247.3 2.16 461.5 8.30 8.12 1.00 7.6 3.69 270.3 2.79 357.6 9.30 9.12 1.00 8.6 3.42 291.8 2.13 468.6 Vs Vp Interval interval laterval Y
Depth Velocity Velocity Parameter (ft)
(ft/s)
(ft/s) 5.2 467 1265 151 8.5 536 1085 180 11.8 B03 1330 220 15.1 808 1537 152 18.4 902 1395 161 21.6 811 1514 182 24.9 887 1173 211 28.2 957 1537 203 L
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05996.02-G(pol 8)-1 (Rev.1) o Attachment A Pcge 43 of 55 Statistical Analysis of Seismic Cone Data Listing of computer routine
" File: conostat.for
==
preense conostat pareseter(mt=20) chorector title *70, head *20,ofile*40 real drCO:ml),sws(at),sys(ml),n9(at),sw(mt) integer rintal) c 99 print * ' enter ofile (q to cult):
. reed (5,*(a)?) offle if tofile.sq.'q'.or.ofile.eq.*0') stop print *,' enter ni, e limits (1. 6):
read (5,*) nt, te(i),1=1.nt) e(0)=0.0 i
0010 i=1,n!
susti)=0.0 svs(i)=0.0 swp(l)sc.0 svp(i)=0.0 nnti>=0 10 (Dittu coun(7, fila =' cone. pen')
read (7,'(a)') titto read (7,'(a)') head 4
read (7 *) n 00 30 ja1,n i
0020Is)nlread(7
- kt,d,vs,vp 1,
IF(d.ge.t(I 1).ard.d.lt.W(i)) then nn(i)=nntiP1 nws(i)anws(IPvs svs(i)=svs(IPvs*vs swp(ilauwp(l)+w svp(i)=sg(IPvp'$
po to 30 Scif 20 CDITIM 30 (DITIM close(7) wite(E,ile=ofile) apan(8 f
'(a)') title wite(8,'(" statistics of Cone Velocities")')
1 wite(8,'(' bain Oman n Avg Vs CDV Avg $ ",
CDI PR")')
nt4 00 40 i=1,nt nturitana(i) awe (i)=uws(il/ rent (ni(1))
)
swe(l)=urt((sws(l)estiPuhe(f Prust(nati)))/reettnn(f) 13 me(i)=uwp(l)/realtnuti))
sup(l)=eget((swp(i) sup(iPine(iPrent(ne(l)))/realtnn(i) 13 i
pr=((shp(l)/tws(i))*"2 2.03/(2.0*(ap( t 3/tho(f )P'2-2.0) wite(8,'(2f5.1,15 2(f10.0,f10.3),f10.3)') e(I 1),eti),
rist i),awst i ),ews(l )/tws ( i ),mp( l ), ap( i lhop( l ),pr 40 CDITIM wite(8,'(115)') nt close(8) so to 99 oc Listing of data file for velocities from seismic cone tests
" File: ccrie.pm Skull Valley Selenic Ccre Data CPT Depth Vs Vp Pit 116 1
3.9 596 1145 0.314 1
7.2 452 1(58 0.388 1
10.5 596 -
1(57 0.287 1
13.8 858 1491 0.252 1
17.1 795 1568 0.327 1
20.3 902 1301 0.037 1
23.6 854 1277 0.095 t eoc.sAnwmusm7so oDCAIDKGDREVhSV.S$t99-A-Rt DOC l
05996.02-G(PO18)-1 (Rev.1)
Attachment A Page 44 of 55 1
26.9 1140 1798 0.18 3
3.4 644 1271 0.327 3
6.7 457 153 0.384 3
to E7 1070 0.212 3
13.3 706 1251 0.266 3
16.6 863 1740 0.37 3
19.8 896 1204 0.121 3
B.1 1011 1519 0.102 3
26.4 1078 1879 0.255 6
3.4 545 1052 0.317 6
6.7 5 71 1256 0.364 6
to 789 12 5 0.155 6
13.3 700 1296 0.294 6
16.6 D9 1328 0.168 6
19.8 877, 2105 0.395 13 3.4 592 1027 0.251 13 6.7 534 1015 0.309 13 10 653 1274 0.322 13 13.3 896 1487 0.215 13 16.6 914 1442 0.1M 13 19.8 MO 1447 0.207 13 23.1 M6 127 0.109 15 3.8 4%
1362 0.424 15 7.1 545 1320 0.397 15 10.3 562 1161 0.347 15 13.6 934 1438 0.135 15 16.9 50 1456 0.259 15 20.2 900 1361 0.111 15 23.5 872 1428 0.203 16 3.6 5E 1272 0.364 16 6.9 543 1094 0.E7 16 10.7, 623 133 0.253 16 13.6 867 1446 0.219 16 16.7 E0 1398 0.228 16 20 EB 1391 0.245 16 23.3 874 1305 0.093 i
18 3.6 499 1124 0.377 J
18 6.9 4 74 1139 0.395 18 10.2 650 1517 0.388 18 13.4 782 1313 0.225 I
18 16.7 742 1515 0.342 18 20 877 1891 0.316 20 3.6 525 813 0.142 20 6.9 491 1415 0.432 20 10.2 789 1522 0.316 20 13.4 10Z3 1640 0.182 20 16.7 885 1431 0.193 20 20 878 1386 0.165 20 23.3 919 1511 0.206 21 3.8 625 1128 0.278 21 7.1 434 1110 0.410 21 10.3 702 1170 0.219 21 13.6 904 1525 0.229 21 16.9 813 1643 0.338 21 20.2 894 157 0.145 21 B.5 55 13 0.241 21 26.7 1021 1962 0.314 22 3.8 605 1E2 0.357 22 7.1 518 1379 0.418 22 10.3 759 1148 0.112 22 13.6 E5 1365 0.25 22 16.9 982 1478 0.105 22 20.2 815 1254 0.134 22 23.5 806 1366 0.233 31 3.6 559 22 0.122 31 6.9 526 1140 0.365
)
31 10.2 906 1253 0.002 31 13.4 54 157 0.301 31 16.7 942 1721 0.286 31 20 902 1536 0.237 31 23.3 902 1723 0.311 33 3.9 508 1058 0.350 D
7.2 559 1025 0.287 E
10.5 889 157 0.1%
n u.8 903 1670 0.293 i
B 17.1 903 1474 0.200 D
20.3 870 1356 0.150 i
33 23.6 895 12E5 0.114 D
26.9 986 1595 0.189 E
3.6 443 1005 0.379 6.9 449 1046 0.387 X
10.2 679 1205 0.267 34 13.4 904 1279 0.001 DDOC,$AFEWQ0054790W790 0lW"ALEPKG1MhSV.$$199-A41 DOC l
)
05996.02-G(PO18).1 (Rev.1)
Attachment A Page 45 of 55 E
4.7 SP3 1827 0.X3 34 20 are 1326 0.157 34 5.3 902 1313 0.053 E
3.6 612 1368 0.375 E
6.9 700 959 -0.070
. 36 10.2 731 1377 0.304 E
13.4 ED 1320 0.210 E
M.7 1005 1523 0.117 E
20 SP3 1401 0.158 E
D.3 860 1479 ~0.262 37 5.4 553 1073 0.319 37 8.7 611 1073 a.273 37 12 741 1182 0.176 37 15.3 839 1312. 9.154 37 18.5 856 1450 4'.233 37 21.8 878 32 0.C53 37 5.1 759 1211 0.177 37 28.4 912 1461 0.181 38 5.2 467 1 285 0.421 38 8.5 5E 1G15 0.339 38 11.8 803 1330 0.2'f3 38 15.1 808 1537 0.309 38 18.4 902 13P5 0.141 38 21.6 811 1514 0.299 38 24.9 E7 1173
-0.168 38 28.2 957 1537 0.153 Listing of file with layer boundaries
= File: 4L-stat.in
=
&l-stat.out 4 9.9 12.5 5.2 30 4
Listing of output file of routine to compute average layer velocities
= File: 4l stat.out
- =
Sicull Valley Seismic Cone Data Statistics of Cone Velocities Dein Onen n ALVs CDV Ag $
(IW pm 0.0 9.9 32 zw.
0.120 1133.
0.131 0.354 9.9 12.5 719.
0.136 1269 0.112 0.52 12.5 5.2 62 867 0.0F2 1446.
0.117 0.219 5.2 30.0 6
10%.
0.32 1705.
0.119 0.225 14 f
l HDOCJAFEMoDO5W79thC90.0hCALCPKGhkEVhSV S$199-A-RI DOC l.
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05996.02.G(PO18).1 (Rev.1)
Attachment A Page 46 of 55 Subject 5 L Illl'/L, 9F5 Project No. 4 'r 9 d
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Task No.
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1 05996.02-G(pol 8)-1 (Rev.1)
Attachment A Page 47 of 55
.. gc.3
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v.
[
From:
James C. Pechmann [pechmann@seis. utah.edul
. ; a s-Sent:
Monday, January 25,19991:45 PM Tc:
bycungs@geomatrix.com Cc:
arabasz@uuss.seis. utah.edu; pechmann@uuss.seis. utah.edu I
Subject:
Velocity Model l
- Bob, The best velocity model for your purposes is probably the velocity model that we routinely use for locating earthquakes in the Wasatch Front region. This model is given in the first three columns below.
P Velocity S Velocity Depth to Top l S Velocity from
- (km/sec) -(ktn/sec) _ - < (km). -l Keller et al. (1975 (km/sec) 3.40 1.95 0.0 l
3.4 5.90 3.39 1.4 1
3.5 6.40 3.68 15.5 l
3.2 7.50 4.31 25.4 l
4.0 7.90 4.54 42.0 l The P-wave model was modified from rhodel B of Keller et al. (1975, JGR 80,10931098) bi adding tric 7.9 km/sec layer at the bottom based on the work of Loeb and Pechmann (1986, Earthquake Notes 57 (1),10). The S-wave model was calculated from the P-wave model using an empirically-determined P/S velocity ration of 1.74.
The Keller et al. P-wave model is from an unreversed vertical component refraction profile extending due south from the Bingham Canyon Copper Mine. Keller et al. (1974) also derived an S-wave model from transverse-component refraction data (velocities at right, above). However, their S-wave data were nc t very good (probably because the sources they used were quarry blasts), and they don't sound very confident about the S-wave model in their paper.
--Jim Pechmann e
hDOC,$ AFIM0fiOP4 P90s4790.0DCALCPKGhREVMSV4SIEA41 DOC
05996.02-G(PO!8)-1 (Rev.1)
Attochment A Page 48 of 55 Salt Lake City Airport East (EAP)
Laird Park (LAI) s p
(m/sec)
(g/ 3)
LITHOLOGY
, a Soft Clay 129-1.78 Interbedded Sand 8,0 and Gravel 336 2.00 Soft Clay 175
'1.78 8
14.0 Tufa Cemented Stiff Clay 223 2.00 Gravel 944 2.15 22.0 18 Stiff Clay 223 2.00 i
Stiff Clay, Sand or 34.0 Gravel 536 2.00 Stiff Clay 304 2.00 24 52.0 Semi-Consolidated Stiff Clay 571 2.00 Sediments 992 2M5 58.0*
28 Unconsolidated 620 2.10 Semi Consolidated Sediments 1634 2.30 Sedrnents 200 56 Unconsolidated Semi-Consolidated Sediments 666 2.10
- 1750 2'30 Sediments -
59, 4@
Unconsolidated Weathered Sediments 820 2.15 2600 2.50 Limestone 590 70 Semi 4onsolidated Limestone 3000 '
2.75 Sediments 20 22 1050 Consolidated 2890 2.65 City and County Building (CCH)
Sediments 26 0 DEPTH Vs p
Bedrock 3460 2.75 OLOM (m)
{,f,,,)
ggf,,s) t Clay 242 2.00 28 Clay with 384 2.00 some Gravel 68*
Proposed layer boundaries StM Chy 820 2.15 33
+ Top of water table Semi-Consolidated 1310 2.:20 1
Sediments 270 Shale 3000 2.75 Figure 5. GEOLOGIC AND SHEAR-WAVE VELOCITY PROFILES LJo L $r hur {t%5 I \\ DOC,$AFIM0005\\4790k4740 01\\CA14PKG1\\REVliSV-S$194.A Rl DOC
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05996.02-G(PO18)-l (Rev.1)
Attachment A Page 49 of 55
.EY SITE RESPONSE ESTIMATES 2N SALT LAKE VALLEY, UTAH 879 0.5 -
CAgP KSb*uC WAP CCH BAT
.g BEN, 'yAc
- FOR*
,ROO WES E
J 90.4 -
k WAS a:
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g.,,y m
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s thown in Figure 6.
.les located near the
<( 0.1 (f Figure 6. But these hs I r mid. valley sites.
1978) and in the 00 0
2 4
6 8
10 12 14 DISTANCE FROM MOUNTAIN FRONT (km)
Fic.1L Wet hted everage Poisson ratio (derived from borehole measurements) fc.r each borehole v;lus e'f a ground as a function o[ distance from the Wasatch Mountains. Wre Pois. son ratio variation and, generally,
! to 1.0 sec (taken a lower value is agparent among boreholes located less than 5 km from the mountains. soreh t cl(1987)) to its are idenused on graph by their sita name annotated above the data point.
th3 S wave and Lted with increas.
Site Response Versus Shear Wave Velocity (V,)
(: specially in the The similar areal distribution of borehole average V, and site response ibvi:us data point variations described in the previous section led us to compare site response and ley site and one of V, directly. As shown in the four graphs of Figure 13, a good nonlinear inverse P:isson ratio are relationship exists between V, and site response with V, decreasing as site
.i:n ct site BAT.
response increases. Because a theoretical power law relationship exists between gy:nd 5 km also seismic wave amplitude and impedance (e.g., Carter et al.,1984), this type of ta:n3 located near relation was used to regress known site response against the V, shown in Table cut in this graph
- 2. The goodness of fit for these regressions was measured by the correlation The geologic and coefficient r. Using a power curve fit to the data, the highest degree of pl.n: tion for the correlation (r = 0.92) occurs in the 1.0. to 2.0-see period band, and the lowest t site KSL (which (r = 0.70) occurs in 2.0- to 3.3-see band. Three notable outlying values in the mostly unconsoli-upper two graphs of Figure 13 are the data from sites 11, 8, and 1, which it KSL is slightly correspond to sites KSL, DUC, and AIR, respectively. These stations are located
) seems. however, in the northwest part of the valley and are coincident with the greatest n cmplification.
I accumulation of Cenozoie sediment in the Salt Lake Valley (Mattick,1970). The LMtl dee 5
- v d a (1993) re ~
vs i moc.sai4EOS@NM 0hCALMGDREVDSV SSI99-A-RI DOC
05996.02-G(pol 8)-1 (Rev.1)
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05996.02-G(PO18)-1 (Rev.1)
Attachment B Page 1 of 5 Calculation 05996.02-G(PO18)-1 Attachment B Input Acceleration Time Histories l
Three acceleration time histories were selected for use:
Soll Recordings used in Site Response Analyses Record Earthquake M
Station Comp Distance PGA
(*)
(km)
(g) 1 Irpinia, Italy 1980/11/23 6.9 Mercato San Severino 000 36 0.08 A-MER000 l
2 Edgecumbe NZ1987/03/02 6.6 Matahina Dam 083 19 0.26 A-MAT 083 3
Northridge, CA1994/01/17 6.7 17645 Sati y,Northridge 090 3
0.33 NRSAT090 The records were filtered above 15 Hz to remove high frequency surface wave effects (Silva, 1986) and baseline corrected. The record from Irpinia was decimated to increase the time step from 0.00291 to 0.00582. Figures B-1, B-2, and B-3 show the original and processed time histories.
Response spectra for the time histories were then computed and scaled to match the target surface motion spectrum from Geomatrix (1999b).
Design Ground Motion Response Spectra for the Skull Valley Private Fuel Storage Facility 1,000 year Return Period Spectral Accelerations (g,5% damping 1 Horizontal Period Period F
(sec)
[,",,
(sec)
Vertical pa allel PGA
'O.404 0.404 PGA 0.391 0.03 0.404 0.404 0.02 0.391 0.05 0.500 0.500 0.05 0.761 0.075 0.631 0.631 0.075 0.932 0.1 0.792 0.792 0.1 1.001 0.15 0.995 0.995 0.15 0.952 0.2 1.086 1.086 0.2 0.791 0.3 1.060 1.060 0.3 0.547 0.4 0.964 0.964 0.4 0.419 0.5 0.868 0.868 0.5 0.333 0.75 0.615 0.591 0.75 0.211 1.0 0.425 0.389 1.0 0.138 1.5 0.265 0225 1.5 0.0814 2.0 0.191 0.154 2.0 0.0579 3.0 0.120 0.0875 3.0 0.0362 4.0 0.0924 0.0627 4.0 0.0283 I OOC,5 ATE'4000SW790J790 0iCALCPKGl'JtEVl\\SV-SSI99-B ILLDOC
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l 05996.02-G(pol 8)-1 (Rev.1) t Attachment B Page 2 of 5 i
l
- The fault-normal component was used. The scaling factors are:
l I
' Match to Fault Normal'1000-yr spectrum l
set no
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05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 1 of 21 Calculation 05996.02-G(PO18)-1 Attachment C 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. The files are designated by TI-HV-PA.*, where Tl refers to the input motion (Tl = 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 of modulus reduction and damping curves (PA = Set A, PB = Set B, PC = set C). Because the shear modulus of each layer is determined from the shear wave velocity and the total unit weight, the location of the water table in the SHAKE input files is irrelevant. In the input files contained in directory \\SITERESP the location was placed at sublayer 1. Changing the location to sublayer 34 (depth 125 ft) produces identical output in terms of strain compatible properties and computed accelerations.
The results were then processed in the following manner.
Computer routine REWRTP.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. Then computer routine PSTAT.FOR was used to compute the geometric mean shear modulus and average damping for each layer for 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. These values are the used in the spreadsheet SV-SDMP.XLS described in Attachment D.
" File: REWtTP.FOR I
program REWRTp chorecter ifile*40 c
99 rerri(5 *(e)') iffle I F( i f i le. sq. 'q'.or.1 f i le.eq.
- Q ' ) sitP cpan(7, f i le= 8..\\si teresp\\'//l f f l e(1:8)// '.pn' )
ops 1(8 filesifile(1:8)//'.scp')
wite(E(a)') ifile wite(E[-)'(knl reed (7 l$,"
Depth varan vs Despire G"
)') n 1
,60.0 Do 201=1 nl-1 mgg...a p...-
Wr*'"
wite(8,'(15,f10.2,2f10.3,f10.4,f10.2)') 1,chp, wax,v,dmip,g 20 CDITIWE close(7) close(8) print'(" cenpleted ",e8)',1 file go to 99 Ele
= File: REW.Di T1-W-PA T1-W-PB T1-W Pc T1-LV-PA T1-LV P8 T1-LV-PC T1-W-PA T1-W-PB T1-W-PC 1moc_SAFEWOOSeedM01CAlcPKOIJtEYh5V.S$1994-Rt DOC
05996.02-G(PO18)-1 (Rev.1)
Attachment C Page 2 of 21 T2-W-M T2-W-PB l
T2-W-PC T2-LV-M i
l T2-LV-PB
(
T2-LV-PC l
T2-W-PA T2-W-PB T2-W-PC T3-W-PA T3-W-PB T3-W PC T3-LV-PA T3-LV-PB T3-LV-PC T3-W-PA 13-W-PB T3-W-PC c
j
" File: T1-W-PA.SCP T1-W-PA l
47 Depth Vuum Vs Denpirg G'
1 1.00 661.000 638.M3 0.0250 1077.00 2
3.00 661.000 586.8M 0.06d0 905.00 3
5.00 e61.000 556.5d9 0.0M0 M0.00 4
7.00 661.000 406.d92 0.0860 646.00 5
9.00 661.000 459.N5 0.0993 558.00 6
11.00 879.626 701.922 0.0700 1425.00 7
13.00 1Gi6.149 55.dGI 0.0590 2255.00 8
15.00 10!i6.149 859.7 5 0.0M0 215.00 9
17.00 1056.149 858.5M 0.0710 2051.00 10 19.00 1Gi6.149 815.15 0.075) 1919.00 11 21.25 1Gi6.149 790.106 0.0860 185.00 12 25.75 1056.149 M5.812 0.0900 1685.00 13 27.00 1 M3.000 1000.486 0.0640 4267.00 14 31.00 1263.000 1065.186 0.0500 4057.00 15 E.00 1M3.000 1059.077 0.0550 3856.00 16 39.00 12 0.000 1017.705 0.0600 3699.00 17 43.00 1M3.000 998.6M 0.0640 562.00 18 47.50 28 3.000 2777.417 0.0170 BMS.00 19 52.50 E28.000 2 M5.2 5 0.015) 3656.00 20 57.50 2028.000 2750.477 0.0190 3193.00 21 62.50 2028.000 275.M5 0.0200 27955.00 i
22 67.50 25!8.000 2727.966 0.0210 2771s.00 25 72.50 2828.000 2717.964 0.0220 275 E.00 26 77.50 2028.000 2MB.647 0.0250 27342.00 25 82.50 2028.000 2009.915 0.0250 27167.00 -
26 87.50 5M1.470 5M1.468 0.0200 13825.00 27 92.50 5M1.470 5M1.468 0.0200 1 5 205.00 1
3 97.50 5M1.47D SM1.468 0.0200 1 E 205.00 2d 102.50 5M1.470 5M1.4d8 0.0200 1 E25.00 l
30 107.50 5M1.470 5M1.468 0.0200 1 E 25.00 i
31 112.50 5M1.4?D 5M1.448 0.0200138H5.00 32 117.50 5M1.47D SM1.468 0.0200 1 E205.00 B
122.50 5M1.470 5M1.468 0.0200 1525.00 34 130.00 5M1.470 5M1.479 0.0200 1486 0.00 5-140.00 5Mt.470 5M1.4M 0.0200 1486 0.00 36
.150.0D 5M 1.470 5 M1.479 0.0200 148643.00 37 140.00 SM1.470 5M1.4M 0.020D 14860.00 E
170.0D 5M1.470 5M1.4M 0.020D 148443.00 39 212.5) 5M1.470 5M1.4M 0.0200 148643.00 40 250.0D 5M1.47D 5M1.4M 0.030014860.0D 41 300.00 5M1.470 5M1.4M 0.020D 148643.00 42 350.00 5M1.470 5M1.4M 0.0200 14860.00 G
400.00 5M1.470 5M1.479 0.0200 1486 0.00 44 450.0D 5M1.470 5M1.4M 0.0200 1486 0.00 45 500.00 5M1.470 5M1.4M 0.0200 148643.00 46 550.0D 5M1.470 5M1.4M 0.0200 1486 0.00 47 600.00 5M1.470 5M1.4M 0.0200 1486 0.00
" File: T1-W-Ps.stP
=
1 l
T1-W-PB i
47 Depth Venus Vs Dampi G
l 1
1.00 d61.000 d54.271 0.m$ 1130.00 2
3.0D mi.000 a27.675 0.0e60 1060.00 3
5.0D d61.000 405.995 0.0550 963.00 4
7.00 661.000 579.362 0.0620 M6.00 5
9.00 661.000 560.397 0.0690 829.00 6
11.0D 879.636 796AE 0.0560 1836.00 1
7 13.00 iGi6.146 978.440 0.0500 2NS.00 8
15.00 1056.149 962.W5 0.03E 2678.00 9'
17.00 1056.149 969.364 0.0570 2005.00-l DDOC,$AFEdo00$WMOWM0 OICALDKGTAm4V-$$NCR LDOC L-
i
)
05996.02-G(pol 8).1 (Rev.1)
Attachment C Page 3 of 21 10 -
19.00 1(56.%9 957.4 %
0.06(D 25 5.00 11 21.5 1056.% 9 W5.521 0.0620 MM.00 12 5.75 - M.M9 914.22P 0.0650 36 %.00 13 ^ 27.00 1363.0D0 1137.M2 0.GIE 4619.0D 31.00 1M3.000 11%.885 0.0570 - 4 0 9.00 -
15 5.0D 1M3.000 1095.54 0.0610 4 5.00 4
39.00 13 0.000 1078.221 0.0650 4152.00 17 43.00 18 3.(BD 100.52 0.065 4GI6.00 18 47.50 B B.G B E10.505 0.M 2907.00 19 52.50 E28.000 MEL486 0.0090 2B532.00 2D 57.50 3 5.000 250.57 0.0000 2 R 5.00 21 62.50 E 3.000 2796.721 0.0010 2P140.00 22 67.50 E 28.000 27 W.4 5 0.0100 29005.00 5-72.50 MB.000 27BP.055 0.010D E 989.00 36 77.50 3 5.000 27 5.617 0.0100 B P18.0D 5
82.50 35.0D0 2782.45 0.010D M.00 36 87.50 SM1.470 5M1.468 0.0200 1E205.00 27 W.50 5M1.470 5M1.468 0.02001ER5.00
)
E 97.50 5M1.470 5M1.48 0.020D 1 E 25.00 29 102.50 5M1.470 5M1.488 0.02DD1E25.00 30 107.50 5M1.470 5M1.468 0.02DD 15205.00 31 ' 112.50 5M1.47D SM1.4d8 0.02001E55.00
. 32 117.50 5M1.470 5M1.468 0.02D015R5.00 E
122.50 5M1.470 5M1.468 0.02DD 15R5.00 36 130.00 SM1.470 5M1.4M 0.02DD 148643.00 5
140.00 5741.470 5M1.479 0.0200 M8643.00 36 150.00 SM1.470 5M1.479 0.020D %B643.00 37 160.00 SM1.470 5M1.479 0.0200 148643.00 E
170.00 5M1.470 5M1.479 0.0200 %860.00 39 200.0D 5M1.470 5M1.479 0.0200 148643.00
. 40 250.00 5M1.47D 5M1.479 0.0200 %8 %3.00 41 300.00 5M1.470 5M1.4M 0.0200 %8 %3.00 42 350.00 5M1.47D 5M1.479 0.0200 % 860.00 '
' 43 400.00 5 M1.470 5 M1.4 M 0.0200 M860.00 44 450.00 5M1.470 5M1.479 0.0200 %860.0D 45 500.00 5M1.470 SM1.479 0.0200 % 8643.00 46 550.00 5M1.470 5M1.4M 0.0200 %B643.00 47 600.00 5M1.470 5M1.479 0.0200 %8643.00
" File: T1-W-PC.StP T1 W-PC 47 Depth Vaan Vs Dupire G-1 1.00 6f.1.00D 647.578 0.0220 -1107.00 2
3.00 661.00D 625.436 0.0590 1026.00 3
5.00 661.000 605. 5 1 0.0510 960.00 4'
7.00 661.000 581.627 0.062D-893.00 5
9.00 e61.000 565.779 0.0710 865.00 6
11.00 879.626 796. M 0.Gi40 1836.00 7
13.00 M.%9 975.250 0.0670 2M7.00 8
15.00 1(56.%9 %1.864 0.052D 3671.00 9
17.00 1056.%9 950.073 0.0560 2007.00 10 19.0D 1856.M9 939.8 %
0.G500 ' 2551.00 11 21.5 1056.149 W9.627 0.0520 36e6.00 12 5.75 1056.149 918.35 0.08d0 365.00 13 27.0D 130.000 1111.0B0 0.G55D 4400.00 31.00 1M3.00D.1836.370 0.0 2 4215.00
. 15 5.00 1&3.0DD 1066.785 0.0610 4069.0D 16 3P.00 1&3.00D 1065.8 0.0640 39 5.00 17 43.00 1363.0tB 10 5.786 0.0670 375.00 -
18 47,50 3B.01B 275.2 0.0270 27952.1B 19 52.50 3 28.000 2727.110 - 0.029D 2774.00 2D 57.50 2B28.000 27%.edo - 0.tB10 27506.00 21 62.50. 328.00D 2707.062 0.052D 27310.00 22 67.50 3 5.000 2000.275 0.0540 2715.00 5
72.50 528.000 2000.1(B 0.0550 2000P.0D 36.
77.50 E28.000 ~ 3882.1%
0.05d0 318DP.OD 5-
' 82.50 MB.000 BM.7tB
- 0. M 3 661.00.
26 87.50 5M1.470 SM1.4d8 0.02D01535.00 27 W.50 5M1.470 5M1.4d8 0.02001 ERB.00 B
97.50 SM1.m 5M1.4d8 0.GRB 1E 55.00 29 15.50 5M1.47D SM1.4d8 0.GED 1EB5.00 30 107.50 5M1.470 5M1.4dB 0.02001E55.00 31 112.50 5M1.m 5M1.488 0.GIDD 1 E B5.0D 32 117.50 5M1.470 5M1.488 0.GMD 1E55.00 B
122.50 5M1.470 SM1.468 0.G20D 1ER5.00 36 12.00 5M1.470 5M1.479 0.0RD M860.00 5
MD.0D SM1. M 5M1.479 0.GIDD M860.0D 36 150.00 5M1.470 5M1.479 0.0200 M8643.00 37 140.00 SM1.470 5M1.479 0.GIDD %860.00 E
170.00 5M1.47D 5M1.479 0.020D 14860.00 3P 200.0D 5M1.470 541.479 0.020D %860.00 -
40 250.00 5M1.470 SM1.4M 0.0200 % 86 0.00 41 300.0D 5M1.470 5A1.479 0.0200 % 8 %3.00 a moc.sAnwoOOF4N4M00 CAR 7K00AEV05V-88MCR1 DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 4 of 21 42 50.00 5Mt.470 5M1.479 0.0200 M 8 H 3.00 0
400.00 5M1.470 5M1.479 0.0200 % 86 0.00 46 450.00 5M1.4?D SM1.479 0.0200 %860.00 45 55).0D 5M1.470 5M1.4M 0.025) %843.00-46 550.0D 5M1.47D SM1.479 0.0200 M843.00 47 600.00 5M1.470 5M1.4M 0.0200 %860.00
" File: 71-LV-PA.E P T1-LV-PA 47 Depth Vaumt Vs Dupire G
1 1.00 441.0 51 402.191 0.0500 427.00 2
3.00 441.000 E2.021
- 0. 5 50 291.0D 3.
5.00 441.000 277.311 0.122D 215.00 4
7.00 441.000 215.89 0.M60 15.00 5
9.00 441.000 % 9.501 0.2200 59.00 6
11.00 586.417 362.368 0.1250 379.00 7
13.00 706.100 487. 5 8 0.1010 606.00 -
8 15.00 706.100 461.836 0.1130 6%.00 9
17.00 704.100 05.986 0.1250 549.00 10 19.00 704.15) 407.3%
0.1370 479.00 11.
21.25 706.100 365.578 0.1530 386.00 12 5.75 706.100 366.118 0.1450 346.00 13 27.00. 829.05) 646.777 0.07tB M96.00 14 31.00 829.000 64.86 0.0820 158.00 15 E.0D 829.000 589.4M 0.0920.1361.00 3P.00 - 829.000 $d5.25 0.1010 1%1.00 17 0.0D 829.51D 544.279 0.1090 102.00 18 47.50 % %.000 1 3.792 0.0540 6190.00 19 52 50 % 14.000 1277.919 0.05d0 636.00 2D 57.50 % %.000 1288.012 0.0570 59R.00 21 - 62.50 %%.000 1259.OR 0.0590 593.5) 22 67.50 14 %.000 1 5 1.075 0.0600 5855.00 5
72.50 % %.000 1261.416 0.062D 5M8.0D 26 77.50 %%.000 1252.E5 0.0640 5640.00 25 -
82.50 % %.000 1225.752 0.0650 9581.00 36 87.50 2000.000 1966.495 0.0590 % 213. 5) 27:
92.50 2510.000 1964.6 %
0.0590 %182.00 4
3 97.50 2510.000 1962.913 0.0500 4154.5) 29 102.50 2510.000 1961.355 0.0600 413.00 30 107.50 2000.000 1959.8F3 0.0600 M106.00 31 112.50 2000.000 1958.51 0.0600 16079.0D 32 117.50 2E10.000 1956.5 0.0600 16054.0D E
122.50 2510.000 1955.436 0.0610 16051.00 36 130.0D 255).510 3668.366 - 0.0570 2M34.5)
E
%0.00 2500.000 36d5.366 0.0500 27370.00 36 150.00 2500.000 3662.862 0.05E 273%.00 37 140.00 2500.000 36do.587 0.0 E 272 %.00 E.
170.00 250D.00D 3657.356 0.0590 27192.00 3P 2OD.Q) 3 2.860 3 2.85P 0.0300 486M.00
]
40 ' 250.00 33.860 3E.85P 0.0B00 48671.00 41 35).00 3 3D.860 3 E. 5 p 0.0M0 48671.0D 42 350.00 33.860 33.BP 0.0300 48671.0D '
'O 400.5) 3 E.860 3 3. S P 0.0380 48671.0D 46 450.0D 3 3 D.860 3 3 0. S P 0.0B00 48671.00 45 500.0D 3 3 0.860 3 3D. B P 0.0310 48671.00 46 550.00 3 5.860 3 E. 5 p 0.0300 48671.0D 47 600.00 330.860 3E.BP 0.0300 48671.00
- File: T1-LV-P8.8tP T1-LV-P8 47 Depth Vuut - Vs G.
1 1.0D 461.000 425.tE7.
O.
477.00 2
3.00. 441.000 57.55 0.0620 3PT.0D 3
5.00 461.000 59.415 0.05E ' 361.0D 4
7.0D 441.000 B1.450 0.0770 290.0D 5
9.00. 441.EID 319.586 0.095) 255.5) 6 11.00 586.417 478.056 0.055 660.00 7
13.00 706.10D 595.729 0.050D 1025.0D 8
15.5) 706.10D 585. 5 6 0.1540 985.G) 9 17.00 706.10D 568.000 0.0800 952.00 10 19.5) 706.15) 552. 2 6 0.0670 E5.0D 11
- 21. 5 706.10D 557.385 0.0730 856.00
- 12 5.75 706.10D 521.6F2 0.W00 786.0D i
13 27.00 829.000 8 5.709 0.0530 1496.0D 31.0D 829.000 68P.M6 0.000D 1d02.5) 15 E.00 829.000 649.155 0.067D 155.0D 3P.0D 829.000 480.111 0.0MO %18.00 17 0.00 829.000 612.556
- 0. E 0 ' 1340.00 18 -
47.50 M%.5B 13d6.718 0.0140 4851.00 s
19 52.50 1414.510' 15 8.429 0.0140 6877.0D 2D 57.50 % %.000 1 5 1.986 0.0170 6812.00 21 62.50 %%.000 1346.2E 9.01 5 6754.00 22 67.50 % %.000 1361.1 5 0.0190 6705.00 i soc.smManosmM000CALDEGnREYMV.55MC-R LDOC
05996.02-G(pol 8)-1 (Rev.1)
Attaclunent C Page 5 of 21 25 72.50 1414.000 1B 6.6%
0.0190 6658.00 K
77.50 1414.000 1E2.705 0.0200 6619.00' 25 82.50 1414.000 1329.074 0.0210 6585.00 26 87.50 2000.000 1957.377 0.0600 1600.00 27 92.50. 2000.000 1955.548 0.0410 16053.00 2B 97.50 2000.000 1950.255 0.0610 15966.00 29 102.50 2000.000 1 M.601 0.0620 15m4.00 30 107.50 2000.000 1939.442 0.0430 15770.00 31 112.50 2000.000 1954.702 0.0430 15693.00 32 117.50 2000.000 1950.320 0.06 0 15622.00 5
122.50 2000.000 1926.300 0.0450 15557.00 36 130.00 2500.000 2457.517 0.0MO 271E00 35 140.00 2500.000 2654.985 0.0590 27140.00 36 150.00 2500.000 2452.788 0.0300 27091.00 37 160.00 2500.000 2450.775 0.0600 27067.00 38 170.00 2500.000 2449.005 0.0400 270 3.00 39 200.00 3280.860 3280.859 0.0260 48671.00 40 250.00 3280.860 3280.859 0.0260 48671J '
41 300.00 3210.860 3280.859 0.0260 48671.'
42 350.00 3280.860 3280.859 0.0260 48671. 0 43 400.00 3280.840 3280.859 0.0260 48671.00 44 450.00 3250.840 3 3 0.859 0.0260 48671.00 45 500.00 3280.860 3280.859 0.0260 48671.00 46 550.00 3280.860 3280.859 0.0260 48671.00 47 600.00 3250.840 3250.859 0.0260 48471.00
" File: T1-LV-PC.SCP T1-LV-PC 47 ' Depth Venut Vs Dapirg G
1 1.00 441.000 421.57 0.0D0 468.00 2
3.00 441.000 3B9.268 0.0610 400.00 3
5.00 ' 441.000 365.684 0.0790 353.00 4
7.00 441.000 26.553 0.0960 299.00 5
9.00 441.000 313.254 0.1050 259.00 6
11.00 586.417 485.795 0.0B00 676.00 7
13.00 704.100 $99.785 0.0720 1039.00.
8 15.00 706.100 587.007 0.0770 1002.00 9
17.00 704.100 573.520 0.0820 950.00 10 19.00 706.100 557.602 0.0M0 898.00 11 21.'6 706.100 540.8PT 0.0930 865.00 12 25.75 706.100 523.990 0.0980 793.00 13 27.00 829.000 660.697 0.0540 1559.00 14 31.00 829.000 632.772 0.0620 1430.00 15 35.00 829.000 604.966 0.0710 1307.00 16 39.00 829.000 578.446 0.0790 1195.00 17 43.00 829.000 552.956 0.0860 1092.00 18 47.50 1414.000 1272.975 0.0550 6039.00 19 52.50 1414.000 1258.026 0.0590 5898.00 20 57.50 1414.000 1244.732 0.0620 5774.00 21 62.50 1414.000 1252.818 0.0650 5666.00 22 67.50 1414.000 1222.216 0.06E 5567.00 25 72.50 1414.000 1212.869 0.0700 5482.00 26 77.50 1414.000 1206.K 7 0.0720 5409.00 25 82.50 1414.000 1197.998 0.0740 5345.00 26 87.50 2000.000 1958.200 0.0600 16078.00 27 92.50 2000.000 1956.401 0.0600 16067.00 3
97.50 2000.000 1953.412 0.0610 15998.00 29 102.50 2000.000 1968.155 0.0620 15912.00 30 107.50 2 2 0.000 1963.374 0.0620 15856.00 31 112.50 2000.000 1939.012 0.0630 15783.00 32 117.50 2000.000 1935.010 0.0630 15608.00 B
122.50 2000.000 1931.370 0.0640 15639.00 36 130.00 2500.000 2459.996 0.0580 27262.00 35 140.00 2500.000 2657.291 0.0590 27191.00 l
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40 250.00 3 E.860 3250.85P 0.0260 48671.00 41 300.00 3 E.860 3280.8 9 0.0260 48671.00 42 350.00 32E).860 3280.859 0.0260 48671.00 -
t 43 400.00 3 3 0.860 3 E.85P 0.0260 48671.00
{
44 450.00 3 E.860 3 E.85p 0.0260 48671.00 t
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T1-W-PA 5
47 Depth Vast Vs Dapire G.
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! \\DOCJAFF4000SM790W79001CAltPK0t\\REvi\\1V45199-C-RI DOC
i l
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 6 of 21 4
7.00 540.000 352.497 0.1%0 328.00 5
9.00 540.000 309.584 0.1380 253.00 6
11.00 718.062 520.010 0.0900 781.00 7
13.00 862.672 666.199 0.0780 1278.00 8
15.00 862.672 638.102 0.0860 1175.00 9
17.00 1E2.672 612.917 0.0%D 10E.00 10 19.00 862.672 588.419 0.1060 1000.00 11 21.25 862.672 561.932 0.1%0 912.00 12 25.75 862.672 532.511 0.1250 819.00 13 27.00 1015.000 860.E5 0.0570 2525.00 14 31.00 1015.000 818.731 0.0633 2396.00 15 35.00 1015.000 799.350 0.0680 22B2.00 16 39.00 1015.000 777.329 0.C750 2158.00 17 43.00 1015.000 754.666 0.0820 2W4.00 18 47.50 2000.000 1904.907 0.0240 13523.00 19 52.50 2000.000 18P3.aB 0.0250 13367.00 20 57.50 2000.000 1855.E2 0.0260 13225.00 21 62.50 2000.000 1874.592 0.0270 13096.00 22 67.50 2000.000 1866.271 0.0280 12980.00 23 72.50 2000.000 150.822 0.0300 12766.00 24 77.50 2000.000 1855.756 0.0320 12559.00' 25 82.50 2000.000 1821.890 0.0340 12370.00 26 87.50 4511.155 4511. % 2 0.0230 85320.00 27 92.50 4511.155 4511. % 2 0.0230 85320.00 2B 97.50 4511.155 4511. % 2 0.0230 85320.00 29 102.50 4511.155 4511. % 2 0.0230 55320.00 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 0.0230 5 320.00 33 122.50 4511.155 4511. % 2 0.0230 85320.00 34 130.00 4511.155 4511. % 7 0.0230 91641.00 j
35 140.00 4511.155 4511. 4 7 0.0230 91641.00 36 150.00 4511.155 4511. %7 0.0230 91641.00 37 160.00 451' 1M 4511.%7 0.0230 91641.00 170.00 451!. O 4511. %7 0.0230 91641.00 38 200.00 4511.'v3 4511.%7 39 0.0230 91641.00 40 250.00 4511/ i5 4511. % 7 0.0230 91641.00 41 300.00 4511 55 4511. % 7 0.0230 91641.00 42 350.00 4511.155 4511. % 7 0.0230 91641.00 43 400.00 4511.155 4511.167 0.0230 91641.00 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. 4 7 0.0230 91641.00 47 600.00 4511.155 4511. % 7 0.0230 91641.00
- File: T1
- P8.StP
=
T1-W-PB 47 Depth Vaux Vs Depiry G
1 1.00 540.000 531.247 0.0170 745.00 2
3.00 540.000 499.M5 0.0300 658.00 3
5.00 540.000 468.336 0.0450 579.00 4
7.00 540.000 447.235 0.0540 528.00 5
9.00 540.000 424.641 0.0670 475.00 6
11.00 718.062 617.700 0.0660 1102.00 7
13.00 862.6'2 754.964 0.0400 1690.00 8
15.00 862.672 752.624 0.0430 1636.00' 9
17.00 862.672 742.201 0.0660 1591.00 10 19.00 862.672 730.682 0.0500 1542.00 11 21.25 862.672 718.979 0.0530 1493.00 12 23.75 862.672 705.367 0.0570 %37.00 13 27.00 1015.000 M5.25) 0.0630 2799.00 31.00 1015.000 866 M1 0.06E 2685.00 15 35.00 1015.000 20.754 0.0520 255.00 16 3P.00 1015.000 856.995 0.0550 2502.00 17 43.00 1015.000 819.55 0.06t10 239P.00 18 47.50 2000.000 1965.297 0.0100 %M4.00 19 52.50 2000.000 1%1.K5 0.0110 % 342.00 20 57.50 2000.000 1958.595 0.0110 %2%.00 21 62.50 2000.000 1955.716 0.0110 14254.00 22 67.50 2000.000 1953.107 0.0120 % 2 %.00 25 72.50 2000.000 1950.3B 0.0120 % 175.00 24 77.50 2000.000 1964.915 0.01E %0P7.00 25 82.50 2000.000 1938.628 0.0130 14006.00 26 87.50 4511.155 4511. % 2 0.0230 85320.00 27 92.50 4511.155 4511. % 2 0.0230 85320.00 2B 97.50 4511.155 4511.142 0.0230 55320.00 29 102.50 4511.155 4511. % 2 0.0230 85320.00 30 107.50 4511.155 4511. % 2 0.0230 85320.00 31 112.50 4511.155 4511. % 2 0.0Z30 5320.00 32 117.50 4511.155 4511. % 2 0.0Z30 E320.00 35 122.50 4511.155 4511.142 0.0230 Ei320.00 34 130.00 4511.155 4511.47 0.0230 91641.00 35
% 0.00 4511.155 4511. % 7 0.0230.91641.00 i
1\\ DOC. SAFE 40005W790M790 OICAlfPKGl\\REVl\\$V.$51994RI DOC
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05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 7 of 21 36 150.00 4511.155 4511. % 7 0.0250 91641.00 37 160.00 4511.155 4511. % 7 0.0250 91641.00 E
170.00 4511.155 4511. % 7 0.0250 91641.00 39 200.00 4511.155 4511. 4 7 0.0230 91641.00 40 250.00 4511.155 4511. % 7 0.0230 91641.00 I
41 300.00 4511.1 % 4511. % 7 0.0230 91641.00^
42 350.00 4511.155 4511. % 7 0.0250 91641.00 43 400.00 4511.155 4511. % 7 0.0250 91641.00 44 450.00 4511.155 4511. % 7 0.0230 91641.00 45 500.00 4511.155 4511. % 7 0.0250 91641.00 46 550.00 4511.155 4511. % 7 0.0230 91641.00 47 600.00 4511.155 4511. % 7 0.0250 91641.00
" File: T1-W-PC.S(P T1-W-PC 47 Depth Vuum Vs Depirg C
1 1.00 540.000 524.790 0.02fo 727.00 2
3.00 540.000 497.746 0.0480 654.00 3
5.00 540.000 471.iS9 0.0650 586.00 4
7.00 540.000 453.125 0.0760 542.00 5
9.00 540.000 431.2R) 0.360 491.00 6
'11.00 718.062 622.168 0.0670 1118/JO 7
13.00 862.672 766.753 0.0590 1695.00 8
15.00 862.672 756.295 0.090 1652.00 9
17.00 852.672 745.459 0.0680 1605.00 10 19.00 862.672 7I3.170 0.0720 1561.00 11 21.25 862.672 724.974 0.0760 1518.00 12 23.75 862.672 711.%2 0.0800 1464.00 13 27.00 1015.000 E8.627 0.0430 2635.00 14 31.00 1015.000 57.69 0.0480 2506.00 15 35.00 1015.000 819.5E 0.0510 2399.00 39.00 1015.000 798.295 0.0560 2Z75.00 17 43.00 1015.000 775.526 0.0620 2148.00 18 47.50 2000.000 1 5 5.297 0.0590 13246.00 19 52.50 2000.000 1877.025 0.0410 13130.00 20 57.50 2000.000 1860.505 0.0420 13025.00 21 62.50 2000.000 1862.673 0.0440 12930.00 22 67.50 2000.000 154.443 0.0460 12B16.00 25 72.50 2000.000 1841.447 0.0480 12637.00 24 77.50 2000.000 1827.992 0.0500 12453.00.
25 82.50 2000.000 1815.102 0.0530 12278.00 26 87.50 4511.155 4511.142 0.0230 85320.00 27 92.50 4511.155 4511.142 0.0230 85320.00 2B 97.50 4511.155 4511.142 0.0230 E 320.00 29 102.50 4511.155 4511.142 0.0230 5 320.00 30 107.50 4511.155 4511.142 0.0230 5320.00 31 112.50 4511.155 4511.142 0.0230 2 320.00 32 117.50 4511.155 4511.142 0.0230 E 320.00 33 122.50 4511.1 % 4511.142 0.0Z30 5 320.00 34 130.00 4511.155 4511. % 7 0.0230 91641.00 35 140.00 4511.155 4511. 4 7 0.0230 91641.00 36 150.00 4511.1 5 4511. %7 0.0250 91641.00 37 160.00 4511.155 4511. % 7 0.0250 91641.00 38 170.00 4511.155 4511.M7 0.0250 91641.00 39 200.00 4511.1 5 4511. % 7 0.0250 91641.00 40 250.00 4511.1 % 4511.167 0.0250 91641.00 41 300.00 4511.1 5 4511. % 7 0.0250 91641.00 42 350.00 4511.155 4511. % 7 0.0ZIO 91641.00 43 400.00 4511.155 4511. 27 0.0Z50 91641.00 44 450.00 4511.155 4511. % 7 0.0250 91641.00 45 500.00 4511.155 4511.M7 0.0230 91641.00 46 550.00 4511.155 4511.167 0.0230 91641.00 47 600.00 4511.155 4511. 4 7 0.0Z50 91641.00
" File: T2-W-PA.StP T2-W-PA 66 6
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3.00 661.000 590.995 0.0430 922.00 3
5.00 661.000 547.748 0.0610 792.00 4
7.00 661.000 506.422 0.0790 677.00 5
9.00 661.000 471.962 0.0950 55.00 6
11.00 879.626 714.390 0.0660 1474.00 7
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15.00 1056.149 871. 714 0.0620 2195.00-9 17.00 1056.149 849.649 0.0600 2085.00 10 19.00 1056.149 829.441 0.0740 1957.00 11 21.25 1056.149 808.942 0.0790 1890.00 12 Z5.75 1056.149 75.349 0.0840 1795.00 13 27.00 1263.000 1105.757 0.0410 4351.00 14 31.00 1243.000 131.50 0.0460 4180.00 15 35.00 1243.000 1065.052 0.0500 4036.00 16 39.00 1243.000 1044. 5 4 0.0540 3899.00 I OOCJAFEW000SW79N79000CAlfPKG rAEVI\\$V4Sl99-C-R t. DOC
05996.02-G(PO!8)-1 (Rev.1)
Attachment C Page 8 of 21 17 43.00 1243.000 1026.197 0.0580 3761.00 18 47.50 2B28.000 2786.725 0.0160 25 k1.00 19 52.50 2B2B.000 2776.954 0.0170 2572.00 20 57.50 282B.000 2 M4. 53 0.01E 3672.00 21 62.50 2825.000 2752.086 0.0190 2B226.00 22 67.50 2828.000 2741.144 0.0209 28002.00 23 72.50 2B28.000 2730.995 0.0210 27M5.00 24 77.50 2528.000 2721.545 0.0210 27605.00 25 82.50 2B28.000 2712.607 0.0220 27422.00 26 87.50 5741.470 5741.468 0.0200 138205.00 27 92.50 5M1.470 5M1.468 0.0200 138205.00 3
97.50 5741.470 5M1.468 0.0200 138205.00 29 102.50 5 M 1.470 5741.468 0.0200 1 E205.00 30 107.50 5741.470 SM1.468 0.0200 138205.00 31 112.50 5741.470 5741.468 0.0200 1 E 205.00 32 117.50 5741.470 5741.468 0.0200 135205.00 33 122.50 5741.470 5 M1.468 0.0200 138205.00 34 130.00 5741.470 5741.479 0.0200 148643.00 35 140.00 5741.470 5741.479 0.0200 148443.00 36 150.00 5741.470 5741.479 0.0200 148643.00 37 160.00 5741.470 5741.479 0.0200 148443.00 38 170.00 5741.470 5741.479 0.0200 148643.00 39 200.00 5741.470 5M1.479 0.0200 148643.00 40 250.00 5741.47D SM1.479 0.0200 148643.00 41 300.00 5741.470 SM1.4M 0.0200 146443.00 -
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" File: T2-W-PB.scP
=
T2-W-PB 47 Depth Vaan Vs Depire G
1 1.00 661.000 655.139 0.0150 1135.00 2
3.00 661.000 650.686 0.0230 1050.00 3
5.00 661.000 610.553 0.0300 9E5.00 4
7.00 661.000 586.491 0.0400 908.00 5
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17.00 1056.149 957.876 0.0550 2650.00 10 19.00 1056.149 965.324 0.035) 2581.00 11 21.25 1056.149 952.973 0.0610 2514.00 12 25.75 1056.149 920.665 0.0640 2448.00 13 27.00 1263.000 1142.789 0.0320 4666.00 14 31.00 1243.000 1125.619 0.0550 4509.00 15 35.00 1263.000 1107.305 0.0590 43M.00 16 39.00 1243.000 1025.435 0.0620 4270.00 17 43.00 1263.000 1(B1.591 0.0640 4178.00 18 47.50 2B28.000 2813.186 0.0(E) 29510.00 19 52.50 2B28.000 2W9.453 0.0t8) 29615.00 20 57.50 2528.000 2E5.G)B 0.0090 29522.00 21 62.50 2E28.000 2B00.959 0.0000 29257.00 22 67.50 2B28.000 2797.201 0.0000 29159.00 25 72.50 2B28.000 2795.M3 0.0090 29 5.00 24 77.50 2B28.000 2790.355 0.0100 29016.00 25 82.50 2B28.000 2786.917 0.0100 BK5.00 '
26 87.50 5741.470 SM1.468 0.02001E205.00
. 27 92.50 SM 1.4?D 5M 1.468 0.0200 1352 5.00 3
97.50 SM1.47D SM1.468 0.0200 138205.00 29 102.50 SM1.47D 5M1.468 0.0200 138205.00 30 107.50 5M1.47D 5741.468 0.0200 138205.00 31 112.50 5741.470 SM1.468 0.02001382G5.00 32 117.50 5M1.470 5741.468 0.0200 138205.00 33 122.50 5M1.470 Si.1.468 0.0200 138205.00 34 130.00 5M1.470 521.479 0.0200 148643.00 35 140.00 SM1.47D 5M1.479 0.0200 148643.00 36 150.00 5741.470 SM1.479 0.0200 148643.00 37 160.00 5 M 1.470 5741.479 0.0200 148643.00 38 170.00 5741.470 5M1.479 0.0200 148643.00 39 200.00 SM1.47D 5M1.479 0.0200 148643.00 40 250.00 5M1.470 5741.479 0.0200 148643.00 41 300.00 5741.470 5741.479 0.0200 148643.00 42 350.00 SM1.470 5741.479 0.0200 148643.00 43 400.00 SM1.470 5741.479 0.0200 148443.00 44 450.00 SM1.470 5741.479 0.0200 148643.00 45 500.00 SM1.470 SM1.479 0.0200 148643.00 46 550.00 5741.470 5741.479 0.0200 148643.00 47 600.00 5741.470 SM 1.479 0.0200 148643.00 i mCJAFEW000SdMdM OMALCPK0rAEVDSV.SSinC-R1 DOC
05996.02.G(pol 8).1 (Rev.1) j Attachment C Page 9 of 21
- File: T2-W-PC.GP T2-W-PC 47 Depth wunut vs - Dani o
i 1
1.00 661.000 648.M7 0.0210 1111.00 2
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5.00 461.000. 415.990 0.0 6 979.00 4-7.0D 461.000 587.781 0.0500 912.00 5
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11.00 879.636 St.869- 0.510 157.G).
7 13.00 1(56.%9 91.972 0.0650 275.0D 8
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- 0. 5 70 587.00 11
- 21. 5 185 6. % 9 5.752 0.0 2 2529.00 12 5.75 10M.%9 925.356 0.0640 N73.00 13 N.(B 1363.000 1117.622 ' - 0.03B 4461.00 31.0D 1363.000 1096.506 0.0500 4296.00 15 5.00 1363.tED 1078.45 0.0590- 4154.tB 3P.0D 1N3.0tB 1063.186 0.0610 4057'.00 17 43.00 1363.0D0 1(50.(57 0.0640 3PE.00 18. 47.50 3 5.000 2751.062 0.0250 E 55.0D 19 52.50 283.000 ZM0.018 0.0270 2M79.00 2D 57.50 E 28.000 2750.011 0.0290 NT75.00 21 E.50 285.(DD 272D.005 0.050D 27573.00 22 67.50 28B.000 N10.56 0.052D 27E 6.0D 5
72.50 2B28.000 2702.ED 0.055D 272%.00 36 77.50 283.000 2d96.364 0.0540 270 %.00 5
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97.50 SM1.470 5M1.448 0.0200 1385 5.00 1
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%0.00 5M1.470 5M1.4M 0.0200 M8643.00 36
'150.00 5M 1.470 5M 1.4 M 0.0200 148643.00 l
37
%0.00 5M1.470 5M1.4M 0.0200 % B643.00 l
E 170.00 5M1.470 5M1.4M 0.0200 % 8643.00 3P 200.00 5M1.470 5M1.4M 0.0200 M 8643.00 40 250.00 5M1.470 5M1.4M 0.ORD %8643.0D 41 300.0D 5 M1.470 5 M1.479 0.0 ED M8643.0D.
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9.00 441.000 197.552 0.1850 105.0D 6
11.0D 586.417 E.415 0.113 42P.(B i
7 13.0D 706.1(B 5(B.225 0.0P10 M6.0D 8
15.0D 706.100 486.8 6 0.103) 679.(D 9
17.0D 706.100 462.19P 0.1130 617.00-
- 10
.19.00 706.10D 439.545 0.122 558.00 11
- 21. 5 706.100 413.571 0.1340 496.00 12 5.75 706.100 E5.dG2 0.%60 425.00 13 27.00 829.000 663.446 0.0850 1572.0D 31.00 829.0D0 657.e1 0.0M0 %52.00 15 E 00 - 5 9.000 40P.3B 0.050 1326.00 M
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72.50 %%.0D0 1225.36 0.0650 5595.00 36 77.50 % %.000 1216.496 0.06d0 5515.00 5
82.50 %%.000 1EB.M9 '
O.0 W 5445.0D -
36 87.50 2000.000 1963.095 0.05BD 4157.00 27 92.50 2000.000 1980.466 0.0 6 %117.00 i
3' 97.50 2000.000 1958.229 0.060D 16077.G) l 29 102.50 2000.000 1955.792 0.0610 16057.00
'I \\ DOC 5AFIM000$W790W790 ON'ALCPEGl%BEVnSV $5199-C-Rt DOC.
i
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 10 of 21 E
107.50 2 3 0.000 1969.440 0.0610 1595.00 31 112.50 2000.000 1962.146 0.0620 158 %.00 32 - 117.50 2M0.000 195.256 0.0kW 15702.00 B
122.50 2000.000 1998.175 0.0fdo 15597.00 36 130.00 2500.000 3656.9714 0.0590 2ME.0D E
M0.00 2500.000 3652.652 0.059D 270 5.00 36 150.00 2500.000 34 8.756 0.0f4D 27002.0D 37 160.0D 2500.000 a u5.362 0.0610 2 N25.00 E
170.0D 250D.00D 3637.986 0.0610 36M5.00
' 3P 21B.tB 33.860 3EM 0.0300 486M.00 40 250.00 33D.M0 330m, 0.0B00 486M.00 41 31B.00 3 E.5 0 3 5. W P 0.0310 486M.00
' 42 350.00 3 E.860 3 E M 0.0B00 48671.00 43 400.00 3 E.860 3 E. B P 0.0280 486M.00 44 450.tB 3E.860 3EDM 0.0B00 48671.00 45 500.00 330.860 33D.5P 0.0300 486M.00 46 550.00 3 E.860 3 E m 0.0280 48671.00 47 600.00 3280.860 33.85P 0.0280 48671.00
" File: T2-LV-Ps.EP
=
T2-LV-PB 47 Depth Veur Vs Dupire G
1 1.00 441.000. 427.E9 0.0200 482.00 2
3.00 441.000 392m -0.0540 355.00 D.0590 407.00 3
5.00 441.000 385.486 4
7.00 441.000 35p.56 0.0720 306.00 5
9.00 441.000. 3 4.E1 0.1B80 385.00 6
11.00. 586.417 485.795 0.0550 676.00 7
13.00 706.100 601.225 0.065 1064.0D 8
15.00 706.100 591. 5 3 0.0510 1010.00 9
17.00 706.100 582.W2 0.0540 981.00 10 19.00 706.100 572.916 0.05E 968.0D 11
- 21. 5 706.10D 559.153 0.0660 905.00 12 5.75 706.100 544.736 0.0700 57.00 13 27.00 829.000 701.997 0.0500 1750.00-31.00 829.000 686.489 0.0540 1685.00 15 '
N.00 829.000 e67.862 0.0610 1593.00 39.00 829.000 649.584 0.0670 1507.00 17 -
43.00 829.000 652.995 0.075D % 31.00 18 47.50 14%.1B0 1360.156 0.0%0 6096.10 -
19 52.50 % %.000 1361.5 5 0.0150 69D9.00 20 57.50 M14.000 1354.04 0.0140 6855.00 21 62.50 % %.000 1367.521 0.015 6767.00 22 67.50 % %.000 1361.655 0.0190 671B.00 5
72.50 %%.01B 1336.325 0.02tB d655.00 34 77.50 % %.000 1 5 1.596 0.0200 6d15.00 5
82.50 %%.MD 1327. 5 7 0.0210 d566.00 36 87.50 21BD.000 1956.462 0.0fdB 16068.0D ZT 92.50 21B0.000 1951.7E5 0.0610 15971.00 3
97.50 2DDD.(DD 1964.8td 0.0620 15818.00 29 1(E.50 21B0.000 195.3PT 0.06 E 15755.00 30 107.50 2150.000 1952.481 0.0HD 15d57.00 31 112.50 2000.000 1986. 2 1 0.0HO 15568.0D 32 117.50 2150.000 1921.91B ' O.0650 15486.00 B
122.50 2150.00D 1917.360 0.0fd0 15411.0D 36 1E.tB 2500.1B0 3653.65 0.059D 27110.00-5 140.0D 2500.000 3650.596 0.060D 27063.00 36 150.00 251B.150 3647.196 0.061B 38088.00 37 160.00 2500.00D 2 4 2.425 0.0610 3 885.00 E
'70.00 2500.fBD 3631.2 %
0.062D 28617.00 -
3P 30.0D 3 E.860 3 m m 0.0300 48671.00 40 250.00 3BD.50 3EDE 0.0800 486M.00 41 300.0D 3 E.860 3 E. 5 p D.0 BIO 486M.00, 42 5 0.0D 3 E D.860 3 ED E 0.0B00 48671.00 43 - elB.tB 3E.860 3Em 0.0300 484M.00 44 450.0D 3ED.860 3EDE 0.0210 486M.00
' 45 500.0D 3E.860 33.89 0.0310 48671.00 46 550.0D 3 E D.860 3 E m 0.0B00 48671.00 47 d(B.(B 3 3.860 3 R R 0.0300 486M.00
" File: T2-LV-PC.EP T2-LV-PC E 44 W 4E 472.5 2
3.00 441.000 395. % 1 0.05E 4(B.00 3
5.0D 441.00D 370.3 %
0.0MD - 362.00 4
7.(B 441.5B 364.342 0.09tB ' 313.12 5
9.00 441. 5 0 321.55 0.1010 273.00 6
11.0D 586.4t7 400.192 0.0770 404.00 7
13.00 706.1(B 406.11B 0.0000 1061.tB 8.
15.tB 706.100 SFT.470 0.07E 1051.tB 9
17.0D 706.100 500.181 0.OND 1006.00 10 19.0D 706.10D 578 2 0.0810 967.00 -
l \\DOCJAPEwecoEW79N7900!CAIIFKGl*EVlWV-SS19EC41 DOC
i r
i 05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 11 of 21 11
- 21. 5 706.100 58.470
- 0. 3 80 917.00 12 5.75 7D6.10D 548.EP 0.0900 868.00 13 27.00 E9.000 6T7.436 0.0690 1GP.00 31.00 E9.000 57.36 0.0550 1542.00 15 ~ 5.00 E9.000 S1.86 0.0EE % 26.00 39.00 E9.000 dB.O 0.07tB 1322.00 17 0.00 829.000 586.140 0.OND 1227.00 18 47.50 S'.%.000 13.GB 0.0520 61 %.00 I
19 52.50 %%.000 1288.012 0.0570 5992.00 i
20 57.50 M%.000 1252.W/
0.0000 550.00 21 62.50 14 %.000 125P.350 0.0M0 5724.00 i
22 67.50 % 14.000 1227.146 0.0670 5612.00 5
72.50 % %.000 124.18 0.0000 5512.00.
24
- 77.50 14 %.000 1206.196 0.0750 5422.00 l
5 82.50 % 14.000 1197.374 0.0740 5363.00 26 87.50 2000.000 1957.011 0.06(D 16057.00 27 92.50 2000.000 1954.025 0.0610 160 3.00 l
3 97.50 2 5 0.000 1967.481 0.06E 15901.00 29 102.50 2000.000 1961.409 0.000 15 W.00 30 107.50 2 5 0.000 1935.7E9 0.000 15710.00 31 112.50 2000.000 1930.%7 0.0640 15636.00 32 117.50 230.0(D 1925. 5 0.0650 15%P.00 B
122.50 2000.000 1921.361 0.0650 15477.00 1'
36 13D.00 2500.000 2655.367 0.0500 27 % 8.00 E
% 0.00 2500.000 2651.500 0.0600 27065.00 36 150.00 2500.000 2667.466 0.0600 28P76.00 37 160.00 2500.000 2643.107 0.0610 28878.00 E
170.00 2500.000 20 1.754 0.0620 26629.00 39 200.00 33 0.860 33 0. S P 0.0300 48671.00 40 250.00 3 3 0.860 3 3 0.5 9 0.0300 48671.00-41 300.00 3 3 0.860 3 30.85P 0.0360 48671.00 42 - 350.00 3 E D.860 3 30.859 0.0300 48671.00 43 4(B.00 3 5.860 3 E.85p 0.0200 48671.00 i
44 450.00 3 3 0.840 3 E. 5 p 0.0810 48671.00 1
45 500.0D 33 0.860 3 3 0. 5 p 0.0B00 48671.00 46 550.00 322.860 3 E.85p 0.0300 48671.0D 47 600.00 3 E.860 3 3 0.859 0.0200 48671.00 j
" File: T24W-m.stP
=
T24W-m i
47 Depth - Vammt Vs Daupirg G
1 1.00 540.000 54.422 0.0 E 704.00 2
3.00 540.000 456.872 0.0560 551.00 l
3 5.00 540.000 405.007 0.0850 45.00 4
7.00 540.000 366.127 0.107D 350.00 5
9.00 540.000 35.05 0.1 E 286.00 6'
11.00 718.062 530. 5 5 0.0800 8 %.00 7
13.00 862.672 678.598 0.0730 1350.004 8
15.00 862.672 E8.15 0.tED 151.00 9
17.00 862.672 99.457
- 0. 3 00 1181.00 10 19.00 862.672 618.81D 0.09 5 1106.00 11
- 21. 5 862.672 595.729 0.1010 1025.00 12 5.75 862.672 571.100 0.1110 962.00 13 27.0D 1015.000 861.069 0.520 ' 2M 8.00 31.00 1015.000 58.d66 - 0.05 5 5 12.00 15 5.00 1015.00D 818.5do 0.0ER Z555.00 3P.00 1015.000 ED.4lB 0.08 5 2E00 17 43.00 1015.000 781.9F7 0.07E 2186.0D 18 47.50 2000.000 1913.000 0.02E 13GP.00 19 52.50 alIB.tE0 195.5 0.0360 13606.tB E
57.50 2 5 0.000 15 2.258 0.0250 13564.00 21 62.50 2000.000 1 5 2.092 0.0300 132D1.00 22 67.50 2000.00D 1872. 5 1 0.027D 13071.00 5
72.50 2000.000 1885.055 0.0 E 12935.00 26 77.50 2 3 0.000 1866.613 0.0500 127tB.00 3
82.50 2000.000 151.3d5 0.0520 12699.00 sin 87.50 4511.155 4511. % 2 0.025D 5320.00 1
27 92.50 4511.155 4511. % 2 0.025D 5 520.00 1
3 57.50 4511.155 4511.142 0.025D 5 3 E.00 29 il1.50 4511.155 4511.142 0.025D E3E.00 3D ET.50 4511.155 4511.%2 0.025D 5 3 E.00 j
31 "12.50 - 4511.195 4511. % 2 0.02E 53E.00 32 117.50 4511.195 4511.142 0.022 5 3E.0D B
122.50 4511.195 4511. % 2 0.0250 5320.0D l
34 130.00 4511.195 4511. %7 0.025D 91641.00
)
5
%0.0D 4511.195 4511.167 0.025D 9%41.00 36 150.0D 4511.155 4511.167 0.025D 9%41.00 j
37 140.00 4511.155 4511. 47 0.025D 91641.00 B
170.00 4511.195 4511.%7 0.0250 91661.0D I
3P 21B.00 4511.155 4511. %7 0.02E 9%41.00 40 250.00 4511.155 4511.167 0.02E 9%41.0D 41 300.00 4511.155 4511. %7 0.02 2 9 % 61.00 42 2 0.00 4511.155 4511. % 7 0.02E 9%41.00 '
3 00CJAFNo00N790479001CALOKGl*EYl\\5V45ft9&Rt DOC
OS996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 12 of 21 43 400.00 4511.1 % 4511. 4 7 0.0230 91641.00 44 450.00 4511.155 4511. % 7 0.0230 9 241.00 45 500.00 4511.155 4511. %7 0.0230 91641.00 46 550.00 4511.155 4511.167 0.0230 9 241.00 47 600.00 4511.1 % 4511. % 7 0.0230 91641.00
" File: T2-W -PS.StP T2-W-PB 47 Depth Vset Vs Danpirg G
1 1.00 540.000 532.316 0.0160 748.00 2
3.00 540.000 504.175 0.0200 671.00 3
5.00 540.000 474.364 0.0420 594.00 4
7.00 540.000 453.125 0.0510 542.00 5
9.00 540.000 4E.055 0.0620 495.00 6
11.00 718.062 624.112 0.0440 1125.00 7
13.00 862.672 771.479 0.0380 1719.00 8
15.00 862.672 758.581 0.0420 1662.00 9
17.00 862.672 747. 5 5 0.0450 1612.00 10 19.00 862.672 737.052 0.04 5 1569.00 11 21.25 8Q.672 727.120 0.0510 1527.00 12 25.75 862.672 717.553 0,0530 1487.00 13 27.00 1015.000 897.686 0.0400 2878.00 31.00 1015.000 m2.M 0.0440 2785.00 15 35.00 1015.000 868.052 0.0480 2691.00 16 39.00 1015.000 CS3.lEEi 0.0510 2604.00 17 43.00 1015.000 E1.E2 0.0540 2528.00 18 47.50 2000.000 1968.502 0.0100 % 441.00 19 52.50 2000.000 1964.750 0.0110 % 386.00 20 57.50 2000.000 1 % 1.196 0.0110 % B 4.00 21 62.50 2000.000 1958.047 0.0110 %3B.00 22 67.50 2000.000 1955.235 0.0110 % 247.00 25 72.50 2000.000 1952.626 0.0120 14209.00 24 77.50 2000.000 1949.M 0.0120 % 170.00 '
25 82.50 2000.000 1943. E 0.0130 %05!.00 26 87.50 4511.155 4511. % 2 0.0230 5 320.00 27 92.50 4511.155 4511.142 0.0230 5 320.00 28 97.50 4511.155 4511. % 2 0.0230 85320.00 29 102.50 4511.155 4511. % 2 0.0230 85320.00 30 107.50 4511.155 4511.142 0.0230 85320.00 31 112.50 4511.155 4511.142 0.0230 5 320.00 32 117.50 4511.155 4511.142 0.0230 5 320.00 B
122.50 4511.155 4511. % 2 0.0230 85320.00 34 130.00 4511.155 4511. % 7 0.0230 91641.00 35
% 0.00 4511.155 4511. % 7 0.0230 91641.00 36 150.00 4511.155 4511. % 7 0.0230 91641.00 37 160.00 4511.155 4511. % 7 0.0230 91641.00 38 170.00 4511.155 4511.E7 0.0230 91641.00 39 200.00 4511.1 % 4511. % 7 0.0230 91641.00 40 250.00 4511.1 % 4511. % 7 0.0230 91641.00 41 300.00 4511.1 % 4511. 4 7 0.0230 9 % 41.00 42 350.00 4511.1% 4511.M7 0.0Z30 91641.00 43 400.00 4511.155 4511. 4 7 0.0230 91641.00 44 450.00 4511.155 4511. 4 7 0.0230 9 241.00 45 500.00 4511.1 % 4511. 4 7 0.0230 9 % 41.00 46 550.00 4511.1% 4511.M7 0.0230 9 %41.00 47 600.00 4511.1 % 4511. 4 7 0.0230 9 % 41.00
" file: T2-W-PC.SCP T2-W-PC 47 Depth Vest Vs Daupirg 0
1 1.00 540.000 526.252 0.0250 731.00 2
3.00 540.000 502.291 0.0450 666.00 3
5.00 540.000 476.356 0.0620 599.00 4
7.00 540.000 458.1 %
0.0730 554.00 5
9.00 540.000 440.406 0.0820 512.00 6
11.00 718.062 627.432 0.0640 1137.00 7
13.00 862.672 772.377 0.0570 1725.00 8
15.00 862.672 761. 3 7 0.0620 %73.00 9
17.00 862.672 751.473 0.0650 231.00 10 19.00 862.672 742.95) 0.0690 1594.00 11 21.25 862.672 734.465 0.0720 1558.00 12 25.75 862.672 726.405 0.0750 1524.00 13 27.00 1015.000 872. 5 7 0.0400 2721.00 14 31.00 1015.000 856.505 0.0440 2620.00 15 E.00 1015.000 839.500 0.0470 2517.00 4
39.00 1015.000 825.845 0.0500 2424.00 17 43.00 1015.000 808.059 0.0540 2532.00 18 47.50 2000.000 1 s 4. 030 0.0570 13369.00 19 52.50 2000.000 155.510 0.03G0 13249.00 20 57.50 2000.000 1877.E9 0.0410 13 % 1.00 21 62.50 2000.000 1870.725 0.0420 13042.00 22 ~
67.50 2000.000 1864.15 0.0640 12951.00 25 72.50 2000.000 158.130 0.0450 12867.00 1 OOCJAFIN000N790N4790 OlCALCPKGNLEYl'SV4SI99&RI DOC
05996.02-G(PO!8)-1 (Rev.1)
Attachment C Page 13 of 21 24 77.50 2000.000 1863.4 %
0.0680 12664.00 25 82.50 2000.000 1829.606 0.0500 12475.00 26 87.50 4511.155 4511. % 2 0.0250 85320.00 27 92.50 4511.155 4511. % 2 0.0230 5 320.00 2B 97.50 4511.1 % 4511. % 2 0.0250 E320.00 29 102.50 4511.1 % 4511.142 0.0230 5 320.00 30 107.50 4511.155 4511. % 2 0.0230 55320.00 31 112.50 4511.155 4511.142 0.0250 85320.00 32 - 117.50 4511.155 4511. % 2 0.0250 5 320.00 E
122.50 4511.155 4511.142 0.0250 55320.00 34 130.00 4511.1 % 4511. 4 7 0.0230 91641.00 35
% 0.00 4511.155 4511. % 7 0.0250 91641.00 36 150.00 4511.155 4511. % 7 0.0250 91641.00 37 160.00 4511.155 4511. % 7 0.0250 91641.00 38 170.00 4511.155 4511. 47 0.0230 91661.00 39 200.00 4511.155 4511. %7 0.0250 91641.00 40 250.00 4511.155 4511. 4 7 0.0Z50 91641.00.
41 300.00 4511.1 % 4511. 4 7 0.0230 91641.00 42 350.00 4511.155 4511. % 7 0.0250 91641.00 43 400.00 4511.155 4511. 4 7 0.0230 91641.00 44 450.00 4511.155 4511. % 7 0.0250 9 % 41.00 45 500.00 4511.155 4511. % 7 0.0Z50 91641.00 46 550.00 4511.155 4511. % 7 0.0250 91641.00 17 600.00 4511.155 4511. 4 7 0.0250 91641.00
" File: T3-W-PA. sty T3-W-PA 47 Depth Vsunn Vs Depire G
1 1.03 661.000 641.111 0.0240 105.00 2
3.00 d61.000 592.915 0.0430 928.00 3
5.00 661.000 550.5Gl 0.0600 800.00 4
7.00 661.000 509.406 0.0700 626.00 5
9.00 661.000 476.754 0.0910 600.00 6
11.00 879.626 724.496 0.090 15 %.00 7
13.00 1056. % 9 911.5M 0.0510 2400.00 8
15.00 156.%9 59.56 0.0570 2287.00 9
17.00 1056.149 870.581 0.000 2189.00 10 19.00 1056.149 553. 7 %
0.0670 21G5.00 11 21.25 1056.149 E56.7%
0.0720 2022.00 12 25.75 1056. % 9 820.62B 0.0750 1965.00 13 27.00 1243.000 1125.716 0.0350 4550.00 14 31.00 1243.000 1105.440 0.0600 43 5.00 15 35.00 1243.000 1(B7.529 0.0650 4224.00 16 39.00 1243.000 1066.865 0.0690 4065.00 17 43.00 1243.000 1067.664 0.0540 3920.00 18 47.50 2828.000 2790.2H5 0.0160 29015.00 19 52.50 2828.000 2786.195 0.0160 2BP30.00 20 57.50 2828.000 2775.533 0.0170 25709.00 21 62.50 2528.000 27 9.713 0.01 5 2B465.00 22 67.50 2B28.000 2752.866 0.0190 2B242.00 23 72.50 2525.000 2742.5 %
0.0200 2B030.00 24 77.50 2B28.000 2732.90P 0.0210 27554.00 -
25 82.50 2B28.000 2724.00P 0.0210 27653.00 26 87.50 5M1.470 SM1.4d8 0.0200 1352G5.00 27 912.50 SM1.470 5M1.468 0.02001E205.00 3
97.50 5M1.470 SM1.468 0.0200 1E2Gi.00 29 102.50 5M1.470 5M1.468 0.0200132Gl.00 30 107.50 5M1.470 SM1.468 0.0200 1E205.00 31 112.50 5M1.470 5M1.468 0.0200 1 E 205.00 32 117.50 5M1.470 5741.468 0.02001382Gi.00 33 122.50 5M1.470 5M1.468 0.0200 13E205.00 34 130.00 5741.470 5M1.479 0.0200 148643.00 35
%0.00 SM1.470 5741.479 0.0200 % 8643.00 36 150.00 5741.470 SM1.479 0.0200 148643.00 37 M0.00 SM1.470 SM1.479 0.0200 168443.00 38 170.00 5M1.470 5741.479 0.0200 % 8643.00 39 200.00 5741.470 5741.479 0.0200 % 8443.00 40 250.00 5M1.470 5741.479 0.0200 % 8443.00 41 300.00 5741.470 SM1.479 0.0200 % 8643.00 42 350.00 5M1.470 5M1.479 0.0200 %8645.00 43 400.00 5741.470 5M1.479 0.0200 % 8643.00 44 450.00 5M1.470 5741.479 0.0200 % 8643.00 45 500.00 5741.470 5M1.479 0.0200 % 8643.00 46 550.00 5M1.470 5741.479 0.0200 % 8443.00 47 600.00 5M1.470 5741.479 0.0200 %8643.00
- File: T3-W-PB.StP T3-W-PB 47 Depth Vauan Vs Depiry G
1 1.00 661.000 655.42B 0.0%0 1134.00 2'
3.00 661.000 631.586 0.0250 1053.00 3
5.00 661.000 613.020 0.0290 992.00 4
7.00 661.000 58P.712 0.0390 918.00 nooc smMooosen00hCALOKGnREVHSV-S$190441 DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 14 of 21 5
9.00 661.000 571.110 0.0650 861.00 6
11.00 879.626 E9.798 0.0510 1896.00-7 13.00 1056.149 990.K7 0.027D 2E55.00
~
8 15.00 1056.149 982.148 0.0290 2786,00 9
17.00 1056.149 969.374 0.0520 2T14.00 10 19.00 1056.149 958.057 0.0550 2r61.00 11 21.25 1056.149 966.970 0.057D 2590.00 12 25.75 1056.149 936.402 0.0400 2535.00 3
27.00 1 M3.000 1161.120 0.0280 4815.00 14 31.00 1 M3.000 1146.560 0.0510 4605.00 15 35.00 1M3.000 1129.460 0.0540 4556.00 16 3P.00 1 M3.000 1114.865 0.0570 4439.00 17 43.00 1M3.000 1101.726 0.0600 4B5.00 18 47.50 2828.000 2B15.464 0.0080 29541.00 19 52.50 2528.000 2B14.51 0.00 E 29512.00 20 57.50 2B28.000 229.978 0.00 m 29426.00 21 62.50 2825.000 255.43B 0.0090 29331.00 22 67.50 2E28.000 221.325 0.0090 29265.00 25 72.50 28dl.000 2797.536 0.0000 29166.00 24 77.50 2828.000 2796. 5 1 0.0090 29094.00 25 82.50 2828.000 2790.814 0.0100 29026.00 26 87.50 5741.470 5741.468 0.0200 138205.00 27 92.50 5741.470 5741.468 0.0200 13825.00 2B 97.50 5741.470 SK1.468 0.0200 13825.00 29 102.50 5741.470 5741.468 0.0200 138205.00 30 107.50 5741.470 5M1.468 0.0200 13B205.00 31 112.50 5741.470 SM1.468 0.0200 13E205.00 32 117.50 5741.470 5741.468 0.0200 13525.00 E
122.50 5741.47D SM1.468 0.0200 135205.00 36 130.00 5741.470 5741.479 0.0200 148643.00 35 140.00 5741.470 5M1.479 0.0200 148643.00 36 150.00 5741.470 5M1.479 0.0200 148643.00 37 160.00 SM1.470 5741.479 0.0200 148643.00 38 170.00 5741.470 5M1.479 0.0200 148643.00 39 200.00 5741.470 SK1.479 0.0200 148643.00 40 250.00 SM1.470 5741.479 0.0200 148643.00 41 300.00 SM1.470 5741.479 0.0200 148643.00 '
42 350.00 5741.470 5741.479 0.0200 148643.00 43 400.00 5741.470 SM1.479 0.0200 148643.00 44 450.00 5741.470 5741.479 0.0200 148643.00 45 500.00 5741.470 SM1.479 0.0200 148643.00 46 550.00 f 470 5741.479 0.0200 148643.00 47 600.00 5/.... 70 5741.479 0.0200 148643.00
= File: T3-W-PC.SCP T3-W-PC 47 Depth Vest Vs Despirg 0
1 1.00 661.000 649.059 0.0210 1112.00 2
3.00 661.000 626.7119 0.0360 1037.00 3
5.00 661.000 610.55 0.0670 985.00 4
7.00 661.000 58P.712 0.0580 918.00 5
9.00 661.000 574.GB 0.0660 870.00 6
11.00 879.626 E6.799 0.0600 150.00 7
13.00 1056.149 95.316 0.0430 2B06.00 8
15.00 1Gi6.149 977.732 0.0660 2761.00 9
17.00 1056.149 966.512 0.0500 2898.00 10 19.00 1 5 6.149 956.972 0.0530 2645.00 11 21.25 1056.149 967.519 0.0560 2595.00 12 25.75 1056.149 938.525 0.0590 2544.00 13 27.00 1263.000 1140.686 0.0200 4647.00 14 31.00 1263.000 1122.497 0.0510 4500.00 15 35.00 1 M 3.000 1105.757 0.0540 4351.00 16 39.00 1M 3.000 1(E7.658 0.0570 4225.00 17 43.00 1 M 3.000 1072.362 0.0600 4107.00 18 47.50 2525.000 2758.270 0.0240 2E555.00 19 52.50 2B25.000 2752.155 0.0250 2B22B.00 20 57.50 2828.(D0 2 MO.9PT 0.0270 27999.00.
21 62.50 2B25.000 2730.797 0.0290 27791.00 22 67.50 2B28.000 2721.3P7 0.0500 27600.00 5
72.50 2B28.000 2712.558 0.0520 27421.00 M
77.50 1528.000 2706.E6 0.0533 27256.00.
25 82.50 2B28.000 2006.735 0.0560 27102.00 26 87.50 5M1.470 5741.468 0.0200 138205.00 27 92.50 5741.470 5741.468 0.0200 1 E205.00 2B 97.50 5M1.470 5M1.468 0.0200 1 E205.00 29 102.50 SM1.470 5M1.468 0.0200 138205.00 30 107.50 SM1.470 SM1.468 0.0200 135205.00 31 112.50 5 M1.470 5741.468 0.0200 1382 5.00 32 117.50 SM1.470 5741.468 0.0200 13B205.00 E
122.50 5741.470 SM1.468 0.0200 1 5 205.00 34 130.00 5M1.47D 5M1.479 0.0200 148643.00 35 140.00 5M1.470 5M1.479 0.0200 148643.00 36 150.00 5M1.470 5741.479 0.0200 148643.00 t ac_smaomNmmo oncAintainvnsv-ssteocal poc
05996.02 G(PO18)-1 (Rev.1)
Attachment C Page 15 of 21 37
%0.00 SM1.470 5741.4M 0.0200 14M 43.00 38 170.00 5M1.470 5M1.479 0.0200 M M43.00 39 200.00 SM1.470 SM1.479 0.0200 %M43.00 40 250.00 5 M 1.470 5741.479 0.0200 14 M 43.00 41 300.00 5741.470 5M1.479 0.0200 % M 43.00 42 350.00 5M 1.470 5741.479 0.0200 % M 43.00 43 400.00 5M1.47D 5741.479 0.0200 % N 43.00 44 450.00 5741.470 5741.479 0.0200 % 8443.00 45 500.00 SM1.470 5M1.479 0.0200 %8643.00 46 550.00 5741.470 5741.479 0.0200 M8643.00 47 -500.00 SM 1.470 S M1.479 0.0200 %6643.00
" File: T3-LV-PA.SCP T3-LV-PA 47 Depth Vem Vs Depirs C
1 1.00 441.000 407.359 0.0360 438.00 2
3.00 441.000 341.026 0.0770 307.00 3
5.00 441.000 257.344 0.1130 221.00 4
7.00 441.000 246.195
- 0. % 30 160.00 5
9.00 441.000 220.203
- 0. % 20 128.00-6 11.00 586.417 417.736 0.0950 506.00-7 13.00 706.100 535.429 0.(B10 828.00 8
15.00 706.100 512.636 0.0890 759.00 9
17.00 706.100 491.605 0.0980 666.00 10 19.00 706.100 471.105 0.M 661.00 11 21.25 706.100 446.578 0.1200 576.00 12 25.75 706.100 420.627 0.1310 511.00 13 27.00 829.000 676.8 %
0.0610 1636.00 14 31.00 829.000 d59.212 0.0660 1552.00 15 35.00 829.000 642.e51 0.0720 % 3.00 16 '
39.00 829.000 622.061 0.W100 1382.00 17 43.00 829.000 605.556 0.(470 1301.00 18 47.50 % 14.000 1319.453 0.02E 6490.00 19 52.50 14 %.000 1306.061 0.0500 6557.00 20 57.50 %14.000 1292.865 0.0550 6229.00 21 62.50 % %.000 1280. 5 5 0.0550 61 %.00 22 -
67.50 14%.000 - 1209.E9 0.0570 600P.00 23 72.50 14 %.000 1258A53 0.0390 5902.00 26 77.50 1414.000 1247. % 1 0.0610 5806.00 25 82.50'1414.000 1258.247 0.0630 5M4.00 26 87.50 2000.000 1969.252 0.0580 16259.00 27 92.50 2000.000 -1966.737 0.0590 % 217.00 28 97.50 2000.000 1964.371 0.0590 %175.00 29 102.50 2000.000 1962.125 0.0500 % % 1.00 30 107.50 2000.000 1959.600 0.0600 %101.00 31 112.50 2000.000 1957.437 0.0600 16064.00 32 117.50 2000.000 1955.E6 0.0610 16029.00 33 122.50 2000.000 1969.256 0.0410 15950.00 34 130.00 2500.000 2464.600 0.05E 27355.00 35 140.00 2500.000 2460.452 0.05E 27261.00 36 150.00 2500.000 2456.705 0.0590 27175.00 37 140.00 2500.000 2453.311 0.0500 2 M 05.00 E
170.00 2500.000 2450.277 0.0600 27056.00 3P 200.00 3280.860 330.85P 0.0360 48671.00 40 250.00 3 3.860 3 E.859 0.0300 48671.00 41 300.00 33.860 3E.85P 0.0200 48671.00 -
42 350.00 3 E.860 32 5. 8 P 0.0B80 48471.00 43 400.00 3 E.860 3 E.859 0.0260 48671.00 44 450.00 3E.860 3280.85P 0.0800 48671.00 45 500.00 3 5.860 3 30.85P 0.0300 48671.00 46 550.00 3280.860 3E.859 0.0280 48671.00 47 600.5) 3 E.860 3 E.859 0.0280 48671.00
" File: T3-LV-P8.StP T3-LV-PB 47 Depth Vem Vs Dapire G
1 1.00 441.000 427.30P 0.0200 482.00 2
3.00 441.000 396.584 0.0580 411.00 i
3 5.00 441.000 367.750 0.0530 357.00 4
7.00. 441.000 363.792 - 0.0000 312.00 5
9.00 441.000 326.520 0.0810 275.00 6
11.00 586.417 492.d58 0.0510 701.00 7
13.00 706.100 6 %.409 0.0630 10Pl.00
(
8 15.00 706.100 405.8 %
0.0660 1080.00 9
17.00 7D6.100 996.d5) 0.0600 103.00 10
.19.00 706.100 55.419 0.0520 1000.00 11 21.25 706.100 577.430 0.0560 963.00 12 23.75 706.100 562.568 0.0630 9 %.00 13 27.00 829.000 712.096 0.0670 1811.00 31.00 829.0ths dG6.190 0.0510 1731.00 15 35.00 829.000 682.173 0.0550 1662.00 39.00 829.000 666.921 0.0620 1579.00 l
17 43.00 829.000 669.3de 0.0670 1506.00 icoc_5ATEAXeSWMWMODCALCMOhAEVDSV-SSM-C-H DOC
i 05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 16 of 21 18 47.50 % %.000 1377.456 0.012D 7071.00 19 52.50 %14.000 1371.3 B 0.0130 7007.00 2D 57.50 % 14.510 1MS.E 0.0%0 6050.E) 21
'62.50 %%.000 1360.501 0.0150 6898.00 22 67.50 14 %.000 155. ado 0.0%0 6869.00 5
72.50 14 %.000 1 5 1.151 0.0170 d55.00 '
34 77.50 M%.000 1346.E5 0.01E 6750.00 B
82.50 14 %.000 1363.0B 0.01E 6722.00
' 36 87.50 2000.000 1985.465 0.0590 M196.00 27 W.50 2000.000 1983.3B 0.0590 %%1.00 3
97.50 2000.000 1961.3P6 0.0600 M129.00 29 102.50 25 0.510 1959.53 0.0600 M098.00 30 107.50 2000.00D 1957.5B 0.0600 18070.0D
' 31 112.50 2E10.000 1956.158 0.0610 180 0.00 32 117.50 2000.000 1953.51 0.0610 15997.00 5
122.50 2000.000 1968.666 0.06 E 159E0.00 36 130.00 2500.000 afd5.25 0.03E 27368.00 5
%0.00 2500.000 afdC.968 0.03 E 27272.00 36 150.00 2500.000 2656.9E9 0.0500 271 5.00 37 160.00 2500.000 3453. 5 0.0500 2 m08.00 l
m.
170.2 500.000 a649.5Pr 0.060D 2 5 1.00 3p 200.00 3 E.860 3 E.859 0.U300 48671.00 40 250.00 325).860 35.85p 0.0810 48671.0D 41 35).00 3 E.860 3 E D. s p 0.0B00 48671.00 42 350.00 3 3.840 3 30.85p 0.0300 48671.00 43 400.00 3 3 0.860 3 E. 5 9 0.0B00 48671.00 44 450.00 3E.860 330.85p 0.0810 48671.00 45 500.00 3 E.860 3 5. 5 p 0.0B00 48671.00 46 550.00 35.860 3E.85p 0.0380 48671.00 47 600.00 33D.860 32.SP 0.0B00 48671.00
- File: T3-LV-PC. D T3-LV-PC 47 Depth Vasen - Vs G
1 1.00 441.000 425. E 1 0.
1 473.00 2
3.00 441.000 3P6.106 0.0570 410.00 1
3 5.00 441.000 371.868 'O.0750 3d5.00
(
4 7.00 441.000 368.172 0.m 320.00 5
9.00 441.000 328.5 5 0.09E 2 5.00 6
11.00 586.417 497.2Ei 0.0730 7 %.00 7
13.00 706.100 617.13p 0.0640 1100.00 8
15.00 ' 7D4.100 610.30p 0.0670 1076.00 9
17.00 706.100 602.665 0.0700 1069.00 10 19.00 7D6.100 595.147 0.0740 1025.00 11
- 21. 5 7D6.100 586. 8 1 0.07E.996.00 12 5.75 7D6.100 571.405 0.0850 9 0.00 13 27.00 829.000 es.522 0.0fdo M98.00
'31.00 829.000 671.625 0.0510 M11.0D 15 E.00 829.000 51.521 0.0570 15 %.00 39.0D 829.00D 629.464 0.063D %15.00 17 43.00 829.00D 609. 5 7-0.0000 1327.00 18 47.50 %%.510 131D.296 0.065 6301.0D 19 52.50 % %.000 1 E. 27 0.1510 6186.00 20 57.50 % %.000 1276.25 0.0540 4070.00 21 42.50 14 %.000 1 3 5.066 - 0. 5 70 5966.00 22 67.50 % %.000 1 5 6.716 0.000D 5867.El 5
72.50 %%.05) 1365.486 0.062D 5781.00 36 77.50 % %.000 1256.967 0.0660 5702.00 5
82.50 % %.000 1229.221 0.06do 5631.00 26 87.50 2510.000 1986.131 0.0590 M207.00 27 W.50 2510.510 1966.13 0.(590 41M.00 3'
97.50 2E10.000 1962.365 0.0590 %%3.00 29 102.50 2EID.000 1980.421 0.065) 4113.00 E
107.50 2 5 0.000 1958.777 0.065) 16(B6.0D 31 112.50 2E10.000 1957.196 0.0600 16000.00 32 117.50 2510.000 1955.dOP 0.0610 16056.0D B
122.50 2510.000 1950.57 0.0610 15968.00 34 13D.00 2500.000 36d5.250 0.05E 27367.0D E
% 0.(B 250D.000 3660.995 0.0 B 27275.00 36 150.00 2500.000 3656. 3 6 0.0500 27182.00 1
37 140.00 2500.000 3653. 5 0.0500 27098.0D j
E 170.00 2500.000 afd9.662 0.0600 27022.00 3P ' ED.0D 33D.860 33D.5p 0.0310 48671.0D 40 250.00 33D.860 33.9P 0.0300 48671.0D 41 EI).El 3 5.860 3 2. B P 0.0B00 48671.00-42 E0.0D 350.860 32.85P 0.0300 48671.00 43 400.00 330.860 330.WP 0.0380 48671.00 44 450.00 33D.860 33D.BP 0.0B10 48471.00 45 55),(B 35.840 3E.BP 0.0B00 48471.5) 46 550.0D 32.860 35.BP 0.0300 48671.00 47 600.0D 33D.860 35.BP 0.0B00 48671.00
" File: 134W-PA.D I soc.,sArrdneOS@M900lCAirPKODREVn8V 85f9EC-R1 DOC
c 05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 17 of 21 T3-W-PA 47 Depth Vaum Vs Depirg G
1 1.00 540.000 $16.789 0.0280 705.00 2
3.00 540.000 458.gr,0 0.0550 556.00 3
5.00 540.000 406.873 0.0820 437.00 4
7.00 540.000 367.Z%
0.1050 356.00 5
9.00 540.000 335.426 0.1240 297.00 6
11.00 718.062 545.677 0.0810 860.00 7
13.00 862.672 700.688 0.0660 1418.00 8
15.00 862.672 686.208 0.0710 1360.00 9
17.00 862.672 671.4 %
0.0760 1302.00 10 19.00 862.672 654.971 0.0810 1239.00 11 21.25 862.672 6 %.838 0.0870 1164.00 12 25.75 862.672. 612.634 0.0940 1084.00 13 27.00 1015.000 877.496 0.04E 2750.00 31.00 1015.000 54.541 0.0540 2608.00 15 35.00 1015.000 8 %.314 0.0590 2486.00 16 39.00 1015.000 816.505 0.0640 2381.00 17 43.00 1015.000 800.575 0.06E 22BP.00 18 47.50 2000.000 1921.946 0.0220 13766.00 l
19 52.50 2000.000 1912.006 0.0230 13624.00 20 57.50 2000.000 1903.005 0.0240 134 %.00 21 62.50 2000.000 1894.809 0.0250 13380.00 22 67.50 2000.000 157.21E 0.0260 13274.00 i
23 72.50 2000.000 150.308 0.0260 13176.00-24 77.50 2000.000 1873.804 0.0270 130 5.00 25 82.50 2000.000 1867.750 0.02E 13001.00 i
26 87.50 4511.155 4511. % 2 0.0230 85320.00 27 92.50 4511.155 4511. % 2 0.0230 E 320.00 28 97.50 4511.155 4511. % 2 0.0230 E320.00 29 102.50 4511.155 4511. % 2 0.0230 85320.00 30 107.50.511.155 4511. % 2 0.0230 85320.00 1
31 112.50 4511.155 4511.142 0.0230 85320.00 32 117.50 4511.155 4511. % 2 0.0230 85320.00 33 122.50 4511.155 4511. % 2 0.0230 85320.00 34 130.00 4511.155 4511. 4 7 0.0230 9 4 41.00 35 140.00 4511.155 4511. %7 0.0230 91641.00 36 150.00 4511.155 4511. % 7 0.0230 91641.00 37 1 2.00 4511.155 4511. % 7 0.0Z30 91641.00 38 170.00 4511.155 4511. 2 7 0.0230 91641.00 37 200.00 4511.155 4511.167 0.0Z30 91641.00 40 250.00 4511.155 4511. 4 7 0.0230 91641.00 41 300.00 4511.155 4511.167 0.0230 91641.00 42 350.00 4511.155 4511.167 0.0230 91641.00 43 400.00 4511.155 4511. % 7 0.0210 91641.00 44 450.00 4511.155 4511. % 7 0.0230 91641.00 45 500.00 4511.155 4511.167 0.0230 91641.00 46 550.00 4511.155 4511.167 0.0230 91641.00 47 600.00 4511.155 4511. % 7 0.0230 91641.00
- File: T3-W-PB.stP T3-W-PB 47 Depth Vauc Vs Dupire G
1 1.00 540.000 532.3%
0.0160 748.00 2
3.00 540.000 504.904 0.0270 673.00 3
5.00 540.000 476.754 0.0410 600.00 4
7.00 540.000 456.042 0.0500 549.00 5
9.00 540.000 439.114 0.0590 509.00 6
11.00 718.062 631.285 0.0420 1151.00 7
13.00 862.672 781.734 0.0350 1765.00 '
8 15.00 862.672 770.581 0.0380 1715.00 9
17.00 862.672 761.Gl7 0.0410 1673.00 10 19.00 862.672 752.854 0.0430 1637.00 11 21.25 862.672 744.995 0.0460 1605.00 12 23.75 862.672 734.9 5 0.0480 1560.00 13 27.00 1015.000 915.139 0.0360 2991.00 31.00 1015.000 SP7.842 0.0400 2879.00 15 35.00 1015.000 21.635 0.0440 2776.00 16 39.00 1015.000 866.905 0.0480 2684.00 17 43.00 1015.000 853.515 0.0510 2604.00 18 47.50 2000.000 1971.365 0.0100 % 485.00 19 52.50 2000.000 1 % 7.753 0.0100 %430.00 20 57.50 2000.000 1964.272 0.0110 % 379.00 21 62.50 2000.000 1 % 1.196 0.0110 % 334.00 22 67.50 2000.000 1958.E9 0.0110 % 295.00 25 72.50 2000.000 1955.784 0.0110 14255.00 24 77.50 2000.000 1953.352 0.0120 % 220.00 25 82.50 2000.000 1951.185 0.0120 %15.00 26 87.M 4511.155 4511.%2 0.0230 5 320.00 27 92.50 4511.155 4511. % 2 0.0230 85320.00 j
28 97.50 4511.155 4511. % 2 0.0230 85320.00 29 102.50 4511.155 4511. % 2 0.0230 E 320.00 30 107.50 4511.155 4511. % 2 0.0Z30 85320.00 l @OCJAFEwo00$W79N7900hCALCPKGl*EYh8V45199 C41 DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 18 of 21 31 112.50 4511.155 4511.142 0.0250 5 320.00 32 117.50 4511.155 4511.142 0.0250 5 320.00 E
122.50 4511.155 4511.142 0.02 2 5 320.00 36 130.00 4511.155 4511. 47 0.0250 91M1.00 5
140.00 4511.155 4~11.%7 0.0250 91661.00 36 150.00 4511.155 4S11. 47 0.0250 91M1.00 37 160.00 4511.155 4511. 4 7 0.0250 91M1.00 E
170.00 4511.155 4511. %7 0.0250 91M1.00 39 200.00 4511.155 4511. %7 0.0250 91661.00 40 250.00 4511.155 4311. 4 7 0.0250 9 % 41.00 41 300.00 4511.1 % 4511. % 7 0.0250 91661.0D 42 350.00 4511.155 4511. % 7 0.0250 91641.00 43 400.00 4511.155 4511. %7 0.0250 91661.00 46 450.00 4511.155 4511. M7 0.0250 91661.00 45 500.00 4511.155 4511.M7 0.0250 91641.00 46 550.00 4511.155 4511. 4 7 0.0250 91661.00 47 600.00 4511.155 4511. % 7 0.0230 91661.00
- File: T3-M/-PC.S&
T3-W-PC 47 Depth Yuust Vs Denpiry 0
1 1.00 540.000 526.252 0.0240 731.00 2
3.00 540.000 502.666 0.0640 667.00 3
5.00 540.000 477.54B 0.0610 602.00 4
7.00 540.000 459.7115 0.0720 558.00 5
9.00 540.000 445.112 0.0000 55.00 6
11.00 718.062 652.996 0.0620 1157.00 7
13.00 862.672 780.867 0.0540 141.00 8
.15.00 862.672 771.255 0.0570 1718.00 9
17.00 862.672 7E3.132 0.0610 %82.00 10 19.00 862.672 756.067 0.0660 1651.00 11
- 21. 5 862.672 749.397 0.0660 1622.iFJ 12 B.75 862.672 741.734 0.0600 158P.00 13 '
27.00 1015.000 8P3.305 0.0560 250.00 14 31.00 1015.000 873.409 0.0600 2725.00 15 E.00 1015.000 IEi5.360 0.0640 2613.00 3P.00 1015.000 858.999 0.0670 2514.00 17 43.00 1015.000 824. 5 6 0.0500 2427.00 18 47.50 230.05) 19D1.665 0.0550 13677.00 19 52.50 2000.000 18P3.0E 0.0570 13555.00 20 57.50 2000.000 18135.225 0.0590 13245.00 21 62.50 2000.000 1878.0P5 0.0610 13145.00 22 67.50 2000.000 1871.585 0.0620 13056.00 5
72.50 2 5 0.000 1865.624 0.0630 12971.00 24 77.50 2000.000 1880.150 D.0650 12575.00 25 82.50 2000.000 151.567 0.0660 127 4.00 26 87.50 4511.155 4511.142 0.0250 5 320.00 27 92.50 4511.155 4511.142 0.0250 5 320.00 3
97.50 4511.155 4511. % 2 0.0250 5 320.00 29 102.50 4511.155 4511. % 2 0.0250 5 320.00 30 107.50 4511.155 4511. % 2 0.025D 532D.D 31 112.50 4511.155 4511. % 2 0.025D 535.00 32 117.50 4511.155 4511. % 2 0.022 r4.00 E
122.50 4511.155 4511. % 2 0.0250 Itd20.0D 36 130.00 4511.155 4511. 4 7 0.0250 9 % 61.00 E
% 0.00 4511.155 4511. % 7 0.0250 91661.00 36 150.00 4511.155 4511. % 7 0.0250 91661.00 37 160.00 4511.155 4511. % 7 0.0250 91661.00 E
170.00 4511.155 4511. % 7 0.02E 91M1.00 3P 200.00 4511.155 4511. % 7 0.0250 91661.00 40 250.0D 4511.155 4511.167 0.0250 91661.00 41 3G) 00 4511.155 4511.%7 0.0250 91661.00 42 350.00 4511.155 4511.167 0.0250 91661.00 43 400.00 4511.155 4511.167 0.0250 91M1.00 44 450.00 4511.155 4511. 4 7 0.0250 91661.00 45 500.00 4511.155 4511. 4 7 0.0250 91M1.00 46 550.0D 4511.155 4511.%7 0.0250 9 461.00 47.
600.00 4511.155 4511. % 7 0.0250 91661.00
- File: PSTAT.FGt progrenPSTAT dieracter iffle*40 ofile*40 title *70 rest ale (100),ed(160), dip (160),us(100) c 99 print *,' enter (file:
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05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 19 of 21 mig (l)=0.0 acti)=0.0 10 m!u reed (7
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00 40 i=1,nt-1 h=2.0*(chp(0-cb) dp@h remp(mlg(l)/ rent (nout))
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- " File: STAT-WS.IN stat-hvs. cut Statistics High vs 9
T1-W-PA T1-W-P6 T1 W-PC T2-W-PA T2-W-PB T2-W PC T3-W-PA T3-W-PB T3-W-PC
- File: STAT-HVS.QJT Statistics High Vs 47 H
WO Vs W
Dapping G
1 2.00 1.00 647.846 0.0E0 0.0201 1107.92 2
2.00 3.00 614.738 0.0E0 0.0349 997.57 3
2.00 5.00 586.415 0.0E0 0.0472 907.98 4
2.00 7.00 556.936 0.0E0 0.0601 818.79 5
2.00 9.00 533.264 0.0E0 0.0669 750.67 6
2.00 11.00 771.259 0.0930 0.0503 1718.02 7
2.00 13.00 953.527 0.0930 0.0428 2625.99 8
2.00 15.00 937.Ii6 0.0930 0.0472 2537.68 9
2.00 17.00 921.807 0.0930 0.0517 2454.18 10 2.00 19.00 907.414 0.0930 0.Gi57 2378.14 11 2.50 21.25 892.809 0.0930 0.Gi92 2302.21 12 2.50 23.75 878.224 0.0930 0.0631 2227.60 13 4.00 27.00 1125.750 0.1150 0.0540 4526.12 14 4.00 31.00 1106.615 0.1150 0.0382 4357.77 15 4.00 35.00 10E.112 0.1150 0.0420 4205.25 16 4.00 39.00 1067.61B 0.1150 0.0454 4071.28 17 4.00 43.00 1051.815 0.1150 0.0488 3951.12 18 5.00 47.50 2782.360 0.1200 0.0166 2EE150.42 19 5.00 52.50 2774.811 0.1200 0.0174 28694.07 20 5.00 57.50 2765.779 0.1200 0.0186 ' 21507.58 21 5.00 62.50 2757.067 0.1200 0.0194 21B28.28 22 5.00 67.50 2749.047 0.1200 0.0204 28163.71 25 5.00 72.50 2741.585 0.1200 0.0212 28011.01 24 5.00 77.50 2734.575 0.1200 0.0219 27867. %
25 5.00 82.50 2728.006 0.1200 0.0227 27734.21 26 5.00 87.50 5741.468 0.1350 0.0200 138205.05 27 5.00 92.50 5741.468 0.1350 0.0200 138205.03 2B 5.00 97.50 5741.468 0.1350 0.0200 138205.05 29 5.00 102.50 5741.468 0.1350 0.0200 13820S.03 30 5.00 107.50 5741.468 0.1350 0.0200 138205.03 s coc_sArtwxxswwm oicAtctKonarvnsv ssm<-as Doc
05996.02-G(pol 8)-1 (Rev.1)
Attachment C Page 20 of 21 31 5.00 112.50 S M1.468 0.1350 0.0200 138205.05 32 5.00 117.50 5741.468 0.1350 0.0200 138205.05 B
5.00 122.50 5741.468 0.1350 0.0200 138205.05 36 10.00 130.00 5741.482
- 0. % 50 0.0200 %8f.43.%
35 10.00 % 0.00 5741.482
- 0. % 50 0.0200 148643. %
M 10.00 150.00 5741.482
- 0. % 50 0.0200 % 8643. %
37 10.00 160.00 5741.482
- 0. % 50 0.0200 % 8643.14 E 10.00 170.00 5741.482
- 0. % 50 0.0200 %8fe.%
39 50.00 200.00 5741.482
- 0. % 50 0.02M '.4 643.14 40 50.00 250.00 5741.482 0.1450 0.0200 M8643.14 41 50.00 300.00 SM1.482
- 0. % 50 0.0200 148643.14 42 50.00 350.00 5M1.482
- 0. % 50 0.0200 % 8643.14 43 50.00 400.00 5741.482
- 0. % 50 0.0200 %B643.14 44 50.00 450.00 5 M1.482 0.1450 0.0200 % 8643. %
45 50.00 500.00 5741.482
- 0. % 50 0.0200 % 8643. %
46 50.00 550.00 5741.482 0.%50 ' O.0200 148643.14 47 50.00 600.00 5741.482
- 0. % 50 0.0200 148643. %
- File: STAT-MVS.IN stet-ws.out Statictics Mid Vs 9
T1-w-PA T1-ePS T1wPC.
T2-sw-PA T2wPB T2wPC T3-sw-PA T3-nw-PB T3-sw-PC
" File: STAT-MVS. W I
=
Statistics Mid Vs 47 N
WO Vs W
Dampire G
1 2.00 1.00 526.254 0.050 0.02B.725.52 2
2.00 3.00 4 5.573 0.050 3.0638 622.40 3
2.00 5.00 448.822 0.0E0 0.0632 531.76 4
2.00 7.00 421.052 0.M50 0.0780 467.96 5
2.00 9.00 396.705 0.050 0.0918 411.25 6
2.00 11.00 592.931 0.0930 0.0547 1015.40 7
2.00 13.00 741.150 0.0950 0.556 1586.50 8
2.00 15.00 726.363 0.0930 0.0602 1523.82 9
2.00 17.00 712.756 0.0950 0.0647 % 67.27 10 2.00 19.00 609.178 0.0930 0.0602 % 11.89 11 2.50 21.25 686.500 0.0950 0.0740 1353.59 12 2.50 23.75 668. 3 1 0.0950 0.0791 1299.87 13 4.00 27.00 877.712 0.1150 0.0639 2751.73 4.00 31.00 858.233 0.1150 0.065 2630.59 15 4.00 35.00 860.430 0.1150 0.0529 2522.58 M
4.00 39.00 825.260 0.1150 0.0571 2620.44 17 4.00 43.00 806.095 0.t i50 0.06% 2320.68 18 5.00 47.50 1996. 5 3 0.1200 0.02B 138D7.67 19 5.00 52.50 1917.325 0.1200 0.0866 13609.5 20 5.00 57.50 1910.276 0.1200 0.0256 ' 1E99.B 21 5.00 62.50 1905.8 %
0.120D 0.0366 1507.52 22 5.00 67.50 1897.W7 0.12tB 0.0274.13620.82 23 5.00 72.50 1890.366 0.1200 0.0E5 1B17.B i
26 5.00 77.50 1881.131 0.1200 0.0299 13187.53 25 5.00 82.50 1871.581 0.1200 0.0512 13053.97 26 5.00 87.50 4511. % 2 0.1350 0.0230 5 319.99 27 5.00 92.50 4511. % 2 0.1350 0.0230 5 319.99 B
5.00 97.50 4511.142 0.1350 0.0230 5 319.99 29 5.00 102.50 4511. % 2 0.1350 0.0230 85319.99 E
5.00 107.50 4511. % 2 '0.1350 0.0250 85319.99 31 5.00 112.50 4511. %2 0.1350- 0.0230 5 319.99 32 5.00 117.50 4511. % 2 0.150 0.0230 85319.99 B
5.00 122.50 4511. % 2 0.150 0.0230 85319.99 34 10.00 130.00 4511.168
- 0. % 50 0.0230 9 % 61.05 35 10.00 % 0.00 4511.168
- 0. % 50 0.0230 91661.05 36 -10.00 150.00 4511.168
- 0. % 50 0.0230 9 % 61.05 l
37 -10.00 160.0D 4511.168
- 0. % 50 0.0230 91661.05 E 10.00 170.00 4511.168 0.%50 0.0230 9 %61.05
~59 $0.00 200.00 4511.168
- 0. % 50 0.0230 91641.05 40 50.00 250.00 4511. %8
- 0. % 50 0.0230 9 % 61.05 41 50.00 300.00 4511.M8 0.M50 0.0230 9 % 61.05 42 50.00 350.00 4511.168 0.%50 0.0250 9 % 41.05 43 50.00 400.00 4511.165
- 0. % 50 0.0210 9 %61.05 44 50.00 450.00 4511.168
- 0. % 50 0.0230 9 %41.05 45 50.00 500.00 4511. % 8 0.%50 0.0230 9 %41.05 46 50.00 550.00 4511. % 8
- 0. % 50 0.0250 9 % 41.05 47 50.00 600.00 4511. % 8
- 0. % 50 0.0230 9 % 41.05 l @0C.5APIN0005W79N79001CALCPKOlikEV14V-851994RI DOC
05996.02-G(pol 8)-1 (Rev.1)
. Attachment C Page 21 of 21
- File: STAT-LVS.!N stat-lvs.out Statistics Low Vs 9
- T1 tv-PA T1-tv-P8 T1 tv-PC T2-tv-PA T2-tv-PB T2-tv-PC T3-tv-PA 13-tv-PB T3 tv-PC
= File: STAT-LVS.QJT Statistics Low Vs-47 H
NC Vs (Al Dampig G
1 2.00 1.00 417.990 0.0E0 0.0299 461.21 2
2.00 3.00 372.916 0.0E0 0.0592 367.10 3
2.00 5.00 337.059 0.0E0 0.0827 299.86 4
2.00 7.00 298.992 0.0E0 0.1057 235.9B 5
2.00 9.00 266.807 0.050 0.1251 187.91 6
2.00 11.00 451.746 0.0950 0.G104 589.41 7
2.00 13.00 571.968 0.0950 0.0688 944.80 8
2.00 15.00 556.913 0.0930 0.0747 895.75 9
2.00 17.00 541.325 0.0950 0.0808 866.34 10 2.00 19.00 524.776 0.0930 0.0876 795.38 11 2.50 21.25 505.899 0.0930 0.0952 733.35 12 2.50 23.75 484.290 0.0950 0.1029 677.39 13 4.00 27.00 679.440 0.1150 0.0550 1648.71 14 4.00 31.00 658.141 0.1150 0.0617 1546. %
15 4.00 35.00 E.901 0.1150 0.0692 1444.18 16 4.00 39.00 613.843 0.1150 0.0767 1345.73 17 4.00 43.00 593.631 0.1150 0.0853 1258 A 18 5.00 47.50 1317.8 5 0.1200 0.0523 6472.63 19 5.00 52.50 1306.08B 0.1200 0.0549 6557.27 20 5.00 57.50 1295.266 0.1200 0.0569 6252.35 21 5.00 62.50 12 5.481 0.1200 0.0591 6158.24 22 5.00 67.50 1276.625 0.1200 0.D410 6073.69 23 5.00 72.50 1268.273 0.1200 0.0426 5994.47 24 5.00 77.50 1260.581 0.1200 0.0640 5921.98 25 5.00 82.50 1253.664 0.1200 0.0456 - 5 5 7.17 26 5.00 87.50 19(2.173 0.1350 0.0593 16141.81 27 5.00 92.50 1959.684 0.1350 0.0599 16100.90 28 5.00 97.50 1956.113 0.1350 0.0603 16042.27 29 5.00 102.50 1952.395 0.1350 0.0411 15961.34 30 5.00 107.50 1968.486 0.13c0 0.0414 15917.42 31 5.00 112.50 1964.691 0.1350 0.0419 15855.47 32 5.00 117.50 1960.996 0.1350 0.0626 15795.27 33 5.00 122.50 1936.476 0.1350 0.0432 15721.79 34 10.00 130.00 2460.718 0.1450 0.05B3 27266.90
(
35 10.00 140.00 2457.191 0.1450 0.05lE 27185.80 36 10.00 150.00 2453.860 0.1450 0.0592 27115.12 37 10.00 160.00 2450.470 0.1450 0.0597 27060.27 35 10.00 170.00 2445.215 0.1450 0.0604 26924.41 39 50.00 200.00 3280.B B 0.1450 0.0260 48470.95 40 50.00 250.00 3210.558 0.1450 0.0260 48470.95
)
41 50.00 300.00 3280.558 0.1450 0.0260 48470.95 42 50.00 350.00 3280.558 0.1450 0.0260 48470.95 4
43 50.00 400.00 3280.558 0.1450 0.0260 48470.95 44 50.00 450.00 3210.558 0.1450 0.0260 48470.95 45 50.00 500.00 3210.558 0.1450 0.0260 48470.95 46 50.00 550.00 3210.558 0.1450 0.0260 48470.95 47 50.00 600.00 3280.558 0.1450 0.0260 48470.95 I \\ DOC,,$ATEWXxt.479N790 OhCALEPKGlWV14V SS1994RI DOC
05996.02 G(PO18)-1 (Rev.1)
Attachment D Page 1 of 17 Calculation 05996.02-G(PO18)-1 Attachment D Development of Dynamic Soil Properties This attachment contains a printout of EXCEL spreadsheet SV-SDPM.XLS in which the results of the site response analyses are used to compute the dynans: soil properties for the SASSI model and the spring-dashpot-lumped mass model. The spreadsheet is located on the accompanying disk in directory \\RESULTS. The spreadsheet contains five sheets. Sheets 1,2, and 3, printed on Pages 2 - 7 of this attachment, contain the results of averaging the SHAKE i
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 sheets. Sheet 4, identified herein as Table 1 on Page 8, as well as on Page 14 of the main body of the calculation, contains the simplified SASSI profiles derived from the SHAKE output files. Sheet 5, printed as Table 2 on Page 15 of the main body of the calculation, contains the calculation of the spring, dashpot, and lumped mass parameters following the procedure used in the previous calculation,05996.01 G(POS)-1. A copy of the applicable pages from the previous calculation is attached as Pages 9 - 16 to provide the basis for the calculations in the spreadsheet.
1:\\ DOC,$AFD4000SW790,4790 01CALEPKGl\\REVl\\SV SSl99-MI. DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 2 of 17 Results for High Velocity Midpoint Unit Damping Layer Thickness Depth Vs Weight Ratio G
Vp (ft)
(ft)
(fps)
(kcf)
(fps) 1 2
1 647.840 0.085 0.0201 1107.92 1390 2
2 3
614.738 0.085 0.0349 997.57 1390 3
2 5
586.485 0.085 0.0472 907.98 1390 4
2 7
556.936 0.085 0.0601 818.79 1390 5
2 9
533.264 0.085 0.0699 750.67 1390 6
2 11 771.259 0.0925 0.0503 1718.02 1531 7
2 13 953.527 0.0925 0.0428 2625.99 1770 8
2 15 937.356 0.0925 0.0472 2537.68 1770 9
2 17 921.607 0.0925 0.0517 2454.18 1770 10 2
19 907.414 0.0925 0.0557 2378.14 1770 11 2.5 21.25 892.809 0.0925 0.0592 2302.21 1770 12 2.5 23.75 878.224 0.0925 0.0631 2227.6 1770 13 4
27 1125.75 0.115 0.034 4526.12 2088 14 4
31 1104.615 0.115 0.0382 4357.77 2088 15 4
35 1085.112 0.115 0.042 4205.25 2088 16 4
39 1067.688 0.115 0.0454 4071.28 2088 17 4
43 1051.815.
0.115 0.0488 3951.12 2088 18 5
47.5 2782.36 0.12 0.0166 28850.42 4808 19 5
52.5 2774.811 0.12 0.0174 28694.07 4808 20 5
57.5 2765.779 0.12 0.0186 28507.58 4808 21 5
62.5 2757.067 0.12 0.0194 28328.28 4808 22 5
67.5 2749.047 0.12 0.0204 28163.71 4808 23 5
72.5 2741.585 0.12 0.0212 28011.01 4808 24 5
77.5 2734.575 0.12 0.0219 27867.96 4808 25 5
82.5 2728.006 0.12 0.0227 27734.21 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
07.5 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 148443.14 9944.54 35 10 140 5741.482 0.145 0.02 148443.14 9944.54 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 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 146443.14 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 50 600 5741.482 0.145 0.02 148443.14 9944.54 i \\ DOC,$AFE\\40005\\479(M790 OhCA1.CPKGl\\ltEVI\\SV S$190-1)lti DOC -
05996.02-G(PO18)-1 (Rev.1)
Attachment D Page 3 of 17 Equivalent Properties for Top 30 Feet.High Range Depth Depth Factor x G
Damping Unit Wt.
Vp'2 Factor Thickness contrib.
contrib.
contrib.
contrib.
(30.MPD)
(ksf)
(%)
(kcf)
(fps'2) 0.9667 1.9333 2141.979 3.89 0.1643 3735852.5
'O.9000 1.8000 1795.626 6.28 0.1530 3478207.5 0.8333 1.6667 1513.300 7.87 0.1417 3220562.5 0.7667 1.5333 1255.478 9.22 0.1303 2962917.5 0.7000 1.4000 1050.938 9.79 0.1190 2705272.5 0.6333 1.2667 2176.159 6.37 0.1172 2968750 0.5667 1.1333 2976.122 4.85 0.1048 3549642.5 0.5000 1.0000 2537.680 4.72 0.0925 3132037.5 0.4333 0.8667 2126.956 4.48 0.0802 2714432.5 0.3667 0.7333 1743.969 4.08 0.0678 2296827.5 0.2917 0.7292 1678.695 4.32 0.0674 2283777.34 0.2083 0.5208 1160.208 3.29 0.0482 1631269.53 0.1000 0.4000 1810.448 1.36 0.0460 1744215 0.0167 0.0167 72.630 0.06 0.0019 72675.615 15.0000 1602.679 4.70 0.0883 2428250.96 Egulv Vs 762.20 Avg Vp 1558.28462 l
I l
i I 20C 5AFEwon0$wMth4MO Olf.AlfPK0l*EVlWV-35199-akl DOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 4 of 17 l
l Results for Best Estimate Velocity Midpoint Unit Damping Layer Thickness Depth Vs Weight Ratio G
Vp (ft)
(ft)
(fps)
(kcf)
(fps) i 1
2 1
524.254 0.085 0.0233 725.52 1135 l
2 2
3 485.573 0.085 0.0438 622.4 1135 3
2 5
448.822 0.085 0.0632 531.76 1135 4
2 7
421.032 0.085 0.078 467.94 1135 i
5 2
9 394.705 0.085 0.0918 411.25 1135 l
6 2
11 592.931 0.0925 0.0647 1015.4 1250 l
7 2
13 741.15 0.0925 0.0556 1586.5 1445 8
2 15 726.363 0.0925 0.0602 1523.82 1445 9
2 17 712.756 0.0925 0.0647 1467.27 1445 10 2
19 699.178 0.0925 0.0692 1411.89 1445 11 2.5 21.25 684.59 0.0925 0.074 1353.59 1445 12 2.5 23.75 668.281 0.0925 0.0791 1289.87 1445 13 4
27 877.772 0.115 0.0439 2751.73 1705 14 4
31 858.233 0.115 0.0488 2630.59 1705
~
15 4
35 840.43 0.115 0.0529 2522.58 1705 16 4
39 823.24 0.115 0.0571 2420.44 1705 17 4
43 806.095 0.115 0.0616 2320.68 1705 l
18 5
47.5 1924.853 0.12 0.0233 13807.67 3400 19 5
52.5 1917.325 0.12 0.0246 13699.88 3400 20 5
57.5 1910.276-0.12 0.0256 13599.33 3400 21 5
62.5 1903.816 0.12 0.0264 13507.52 3400 l
22 5
67.5 1897.697 0.12 0.0274 13420.82 3400 23 5
72.5 1890.366 0.12 0.0283 13317.33 3400 l
24 5
77.5 1881.131 0.12 0.0299 13187.53 3400 25 5
82.5 1871.581 0.12 0.0312 13053.97 3400 l
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 l
28 5
97.5 4511.142 0.135 0.023 85319.99 7813.527144 l
29 5
102.5 4511.142 0.135 0.023 85319.99 7813.527144 l
30 5
107.5 4511.142 0.135 0.023 85319.99 7813.527144 l
31 5
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 l
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
[
MDOC,5AFEW000pWMm 0hCALCrKGBREVhSV.SSM.D-RI DOC
r 05996.02-G(PO18)-1 (Rev.1)
Attachment D Page 5 of 17 Equivalent Properties for Top 30 Feet Best Estimate Depth Depth Factor x G
Damping Unit Wt.
Vp'2 Factor Thickness contrib.
contrib.
contrib.
contrib.
(304PD)
(ksf)
(%)
(kcf)
(fps *2) 0.9667 1.9333 1402.672 4.50 0.1643 2490568.333 0.9000 1.8000 1120.320 7.88 0.1530 2318805 0.8333 1.6667 886.267 10.53 0.1417 2147041.667 0.7667 1.5333 717.508 11.96 0.1303 1975278.333 l
0.7000 1.4000 575.750 12.85 0.1190 1803515 0.6333 1.2667 1286.173 8.20 0.1172 1979166.667 0.5667 1.1333 1798.033 6.30 0.1048 2366428.333 l
0.5000 1.0000 1523.820 6.02 0.0925 2088025 l
0.4333 0.0667 1271.634 5.61 0.0802 1809621.667 l
0.3667 0.7333 1035.386 5.07 0.0676 1531218.333 0.2917 0.7292 986.993 5.40 0.0674 1522518.229 l
l 0.2083 0.5208 671.807 4.12 0.0482 1087513.021 0.1000 0.4000 1100.692 1.76 0.0460 1162810 l
0.0167 0.0167 43.843 0.08 0.0019 48450.41667 15.0000 961.393 6.01 0.0888 1618833.972 l
l Equiv Vs 590.33 Avg Vp 1272.334065 i
l t
f I
n uxr.soswoonswwomainianoinvisv.ssina moc
-l
05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 6 of 17 Results for Low Velocity Midpoint Unit Damping Layer Thickness Depth Vs Weight Ratio G
Vp (ft)
(ft)
(fps)
(kcf)
(fps) 1 2
1 417.99 0.085 0.0299 461.21 927 2
2 3
372.916 0.085 0.0592 367.1 927 3
2 5
337.039 0.085 0.0827 299.86 927 4
2 7
298.992 0.085 0.1057 235.98 927 5
2 9
266.807 0.085 0.1251 187.91 927 6
2 11 451.746 0.0925 0.0804 589.41 1021 7
2 13 571.948 0.0925 0.0688 944.8 1180 8
2 15 556.913 0.0925 0.0747 895.78 1180 9
2 17 541.325 0.0925 0.0808 846.34 1180 10 2
19 524.776 0.0925 0.0876 795.38 1180 11 2.5 21.25 503.899 0.0925 0.0952 733.35 1180 12 2.5 23.75 484.29 0.0925 0.1029 677.39 1180 13 4
27 679.44 0.115 0.055 1648.71 1392 14 4
31 658.141 0.115 0.0617 1546.96 1392 15 4
35 635.901 0.115 0.0692 1444.18 1392 16 4
39 613.843 0.115 0.0767 1345.73 1392 17 4
43 593.631 0.115 0.0833 1258.56 1392 18 5
47.5 1317.885 0.12 0.0323 6472.63 2404 19 5
52.5 1306.088 0.12 0.0349 6357.27 2404 20 5
57.5 1295.266 0.12 0.0369 6252.35 2404 21 5
62.5 1285.481 0.12 0.0391 6158.24 2404 22 5
67.5 1276.625 0.12 0.041 6073.69 2404 23 5
72.5 1268.273 0.12 0.0426 5994.47 2404 24 5
77.5 1260.581 0.12 0.044 5921.98 2404 i
25 5
82.5 1253.664 0.12 0.0456 5857.17 2404 26 5
87.5 1962.173 0.135 0.0393 16141.81 3460 27 5
92.5 1959.684 0.135 0.0399 16100.9 3460 28 5
97.5 1956.113 0.135 0.0403 16042.27 3460 29 5
102.5 1952.395 0.135 0.0411 15981.34 3460 30 5
107.5 1948.486 0.135 0.0414 15917.42 3460 31 5
112.5 1944.691 0.135 0.0419 15855.47 3460 32 5
117.5 1940.996 0.135 0.0426 15795.27 3460 33 5
122.5 1936.476 0.135 0.0432 15721.79 3460 34 10 130 2460.718 0.145 0.0383 27266.9 5600 1
35 10 140 2457.191 0.145 0.0388 27188.8 5600 36 10 150 2453.86 0.145 0.0392 27115.12 5600 37 10 160 2450.47 0.145 0.0397 27040.27 5600 38 10 170 2445.215 0.i45 0.0404 26924.41 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 I WOC.SAfB40005\\47RM790.0hCAtrPKGhREVhSV.SSI994RIDOC
05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 7 of 17 Equivalent Properties for Top 30 Feet -High Range Depth Depth Factor x G
Damping Unit W1.
Vpa2 Factor Thickness contrib.
contrib.
contrib.
contrib.
(30 MPD)
(ksf)
(%)
(kcf)
(fps"2) ~
0.9667 1.9333 891.673 5.78 0.1643 1660378.889 0.9000 1.8000 660.780 10.66 0.1530 1545870 0.8333 1.6667 499.767 13.78 0.1417 1431361.111 0.7667 1.5333 361.836 16.21 0.1303 1316852.222 0.7000 1.4000 263.074 17.51 0.1190 1202343.333 0.6333 1.2667 746.586 10.18 0.1172 1319444.444 0.5667 1.1333 1070.773 7.80 0.1048 1577618.889 0.5000 1.0000 895.780 7.47 0.0925 1392016.667 0.4333 0.8667 733.495 7.00 0.0802 1206414.444 0.3667 0.7333 583.279 6 42 0.0678 1020812.222 0.2917 0.7292 534.734 6.94 0.0674 1015012.153 0.2083 0.5208 352.807 5.36 0.0482 725008.6806 0.1000 0.4000 659.484 2.20 0.0460 775206.6667 0.0167 0.0167 25.783 0.10 0.0019 32300.27778 15.0000 551.990 7.82 0.0888 1079222.648 Equiv Vs 447.31 Avg Vp 1038.856414 j
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05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 8 of 17 i
l Table 1 Dynamic Soll 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)
(fps)
(%)
(%)
1-2 0
4 85 631 1390 2.8 2.8 3-5 4
10 85 558 1390 5.9 5.9 6-7 10 14 92.5 858 1646 4.7 4.7 8-10 14 20 92.5 922 1770 5.2 5.2 i
11 12 20 25 92.5 885 1770 6.1 6.1 13-14 25 33 115 1115 2088 3.6 3.6 15-17 33 45 115 1068 2088 4.5 4.5 18-25 45 85 120 2754 4808 2.0 2.0 3
26-33 85 125 135 5741 9945 2.0 2.0 34-38 125 175 145 5741 9945 2.0 2.0 3S 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 Density Vs Vp Shear Compression (ft)
(ft)
(pcf)
(fps)
(fps)
(%)
(%)
1-2 0
4 85 505 1135 3.4 3.4
]
3-5 4
10 85 421 1135 7.8 7.8 67 10 14 02.5 663 1344 6.0 6.0 8-10 14 20 92.5 713 1445 6.5 6.5 11-12 20 25 92.5 676 1445 7.7 7.7 13 14 25 33 115 868 1705 4.6 4.6 15-17 33 45 115 823 1705 5.7 5.7 18-25 45 85 120 1900 3400 2.7 2.7 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 1
Low Range Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)
(ft)
(pcf)
(fps)
(fps)
(%)
(%)
1-2 0
4 85 395 927 4.5 4.5 3-5 4
10 85 300 927 10.5 10.0 6-7 10 14 92.5 508 1097 7.5 7.5 8-10 14 20 92.5 541 1180 8.1 8.1 11 12 20 25 92.5 494 1180 9.9 9.9 13-14 25 33 115 669 1392 5.8 5.8 15-17 33 45 115 614 1392 7.6 7.6 18-25 45 85 120 1283 2404 4.0 4.0 26-33 85 125 135 1950 3460 4.1 4.1 34-38 125 175
'145 2453 5600 3.9 3.9 39-47 175 625 145 3281 5683 2.6 2.6 625 170 6400 11155 1.4 1
I \\ DOC,$AFE\\4000S\\479m4790.01\\CAlfPKGl\\REVI\\SV.SSt99-D.RI DOC
l 05996.02-G(pol 8)-1 (Rev.1)
Attachment D Page 9 of 17
(
Table 2 l
Dynamic Soil Properties for Spring-Dashpot-Mass Model l
Upper Range Best Estimate Lower Range t
Vp 1558 1272 1039 I
Vs 762 590 447 G (ksf) 1603 961 552 l
beta _S (%)
4.7 6.0 7.8 E (ksf) 4304 2620 1530 beta P (%)
4.7 6.0 7.8 Poisson's Ratio 0.343 0.363 0.386 l
Unit Wt. (psf) 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) 122.43 75.76 45.15 spring constant / area (kcf) c (kcf-sec) 2.92 2.30 1.77 dashpot constant / area (kcf-sec) i Horizontal Mode h
2.19 2.19 2.19 kappa t 0.837 0.820 0.799 m (pcf-sec^2) 6.04 6.04 6.04 mass / area (pcf-sec^2) kh (kef) 93.20 56.45 32.80 spring constant / area (kcf) c (kef-sec) 1.54 1.20 0.91 dashpot constant / area (kcf-sec)
Rocking Mode h
15.34 15.34 15.34 Kr 41190327.99 25487304.84 15190767.92 C
301175.236 236910.108 182899.071 m (pcf-sec^2) 42.31 42.31 42.31 mass / area (pcf-sec^2)
-- kr(kcf) 286.04 177.00 105.49 spring constant / area (kcf) l c (kcf-sec) 2.09 1.65 1.27 dashpot constant / area (kcf-sec) l l
ITDOCJAFEW000SWMMN0hCA14PKGl*EYDSV 35199-D R1 DOC l
7 05996.02-G(PO18)-1 (Rev.1)
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