ML033650198

to GEO.HBIP.02.07, Determination of Potential Earthquake-Induced Displacements of Critical Slides at Hbip ISFSI Site.

ML033650198
Person / Time
Site:	Humboldt Bay
Issue date:	08/01/2003
From:	Chin C, Cluff L, Makdisi F, Zeechung Wang Pacific Gas & Electric Co
To:	Document Control Desk, NRC/FSME
References
+sisprbs20051109, -RFPFR GEO.HBIP.02.07, Rev 1
Download: ML033650198 (208)

Text

EBAF C-20 Attachment 7.1 Rev. 7A Page 1 of 1 HUMBOLDT BAY POWER PLANT CALCULATION COVER SHEET File No.: '

Calculation No.: GEO.HBIP.02.07 L Preliminary 1Final Department/Group: HBPP/Geosciences Unit(s) 0 Structure, Systemor Component: ISFSI Geotechnical Type or Purpose of Calculation: Determination of Potential Earthquake-induced Displacements of Critical Slides at BBIP ISFSI Site No. of Sheets: 55 + attachments Signature Discipline/D~pt Date Prepared by: BX Geomatrix 11/27/2002 Checked by: By Geosciences, 11/27/2002 Approved by (Supv): ffz<> 12/26/2002 1 1 Registered Engineer Approval: (Complete section A for Civil caics. Complete A or B for others

.A. Insert Engineer Stamp or Seal Below B.

Engineer's fuill name:

By Geosciences Registration Number:

Expiration Date:

Expiration Date:

RECORDS OF REVISIONS

. ~~~~~~~~~~~~~~~~~App Revision Prepared Checked Regis. Engr. Sup-vr.

Number Date Reasons for Revision By By_ _vI 0 12/26/02 Initial Issue Geom Geosci. Geosci.

I . g/ 03 f~ w/ v t/e3R,5M s~ 5 -7 6 ta aS,;,1Sci/

PACIFIC GAS AND ELECTRIC COMPANY Calc Number: GEO.HBIP.02.07 GEOSCIENCES DEPARTMENT Calc Revision: 1 CALCULATION DOCUMENT Calc Date: 7/18/2003 I Quality Related:

ITR Verification Method: A 1.0 CALCULATION TTLE:

DETERMINATION OF POTENTIAL EARTHQUAKE-INDUCED DISPLACEMENTS OF CRITICAL SLIDES AT HBIP ISFSI SITE

2.0 SIGNATORIES

-4 .-

PREPARED BY: DATE Zhiliang Wang Geomatrix Consultants Printed Name Organization PREPARED BY: for*a/_ fe &t 4 m DATE Chih-Cheng Chin Geomatrix Consultants Printed Name Organization VERIFIED BY: ( And  : DATE Faiz I. Makdisi Geomatrix Consultants

., Printed Name Organization -.

APPROVED BY:

v AEIV g4 h Z Z Z Z F A 9-/-31/4Z3 Lloyd Cluff Geosciences Printed Name Organization EXF 1/30/20pe p a ge 1 of 55

GEO.HBIP.02.07 Rev. I 3.0 RECORD OF REVISIONS Rev. Reason for Revision Revision No. Date 0 Initial Issue 11/27/02

-Revision-0-(2002) ofthiscalculation package-used the 7/1/2003 program QUAD4M to compute seismic coefficients of potential sliding masses at HBIP ISFSI site. Since the program QUAD4M had;been updated to QUAD4MU and was verified in calculation package GEO.DCPP.01.34, Revision 4 in 2003. The updated program QUAD4MU mainly modified the subroutine in QUAD4M for the calculation of seismic coefficient.

In this revision 1, the earthquake induced displacements at the ISFSI site are re-evaluated using the updated program QUAD4MU.

Attachments E, F, G and H are new for revision 1. These are input files and excerpts of output files for dynamic response and deformation calculations.

Attachments A, B, C and D remain unchanged and are copies from revision 0.

4 4.

page 2 of 55

GEO.BBJP.02.07 Rev. I 4.0 PURPOSE As required by Geosciences Work Plan GEO 2002-03 entitled, "Development of Slope Stability Calculations for the Humboldt Bay ISFSI," this calculation package estimates earthquake-induced permanent displacements of potential sliding masses at the proposed Humboldt Bay ISFSI site (hereinafter, "the site") using field and laboratory data, postulated design ground motions, and a Newmark-type procedure incorporating a finite element model of the site.

-In revision 0 of this calculation package, the program QUAD4M was used .to~cpmpute seismic coefficients of potential sliding masses at the site. The program QUAD4M had been updated to QUAD4MU and verified in calculation package GEO.DCPP.01.34.

Revision 4 in 2003. The updated program QUAD4MU mainly revised the subroutine in QUAD4M for the calculation of seismic coefficient. Geosciences Department of PG&E requested a repeat of the finite element analyses to obtain updated seismic coefficient time histories for the potential sliding masses using QUAD4MU. These time histories were also re-integrated to obtain new estimates for the earthquake-induced displacement at the site using the updated program QUAD4MU. Accordingly, the computed acceleration time histories and corresponding response spectra were all updated in this revision.

5.0 ASSUMPTIONS

1. There is no potential for liquefaction at the site. This is a reasonable assumption as concluded on page 8 of calculation package GEO.HBIP.02.02.

2. For purposes of analyses, stratigraphic layers are assumed to lie near horizontally.

This is a reasonable assumption, as shown on Figure 4-14 of Section 4, Site Geology, of Technical Report TR-HBIP-2002-01.

3. Groundwater is assumed to be at elevation +6 feet, mean lower low water (MBALW) datum. This is a reasonable assumption, as documented on page 2 of page 3 of 55

GEO.HBIP.02.07 Rev. I GEO.HBIP.02.02. This elevation is consistent with those measured in monitoring wells installed in the vicinity of the wastewater ponds east of the discharge canal (Figure 4-1 of Section 4 of TR-HBIP-2002-01). Water levels in these wells range betWeen 4 and 7 feet below ground surface and respond only slightly to tidal cycles (White, 2002e).

4. The undrained strengths of stiff cohesive soils and dense sandy soils at the site are not reduced due to earthquake shaking. This is a reasonable assumption because, as reported by Makdisi and Seed (1978), stiff clays and dense sands do not suffer significant reduction in undrained strength due to cyclic loading; such soils retain most of their initial undrained strength evensafter being subjected to significant cyclic loading.

5. Input ground motions used to analyze the response of the site are deconvolved using the 1-D program SHAKE to the base of the 2-D finite element mesh from the free field of the sections modeled rather than at the higher surface elevations of the hillside. This is a conservative assumption because the ground motions calculated at higher elevations will be greater than the input ground motion due to topographic amplification, thus leading to greater calculated displacements.

6. The l-D and 2-D site response analyses described herein used a single velocity profile developed using a factor of +1.22 (as described in Input 12, below) rather than varying the profile by plus or minus this factor to deternine the maximum site response. This is a reasonable assumption, because Figures 7 and 8 in calculation GEO.HBIP.02.04 indicate maximum site amplification occurs for the positive (upper bound) factor over nearly all frequencies for both the fault normal and fault parallel components.

7. Vertical ground motions are not considered in the analyses, as studies have shown the magnitude of calculated displacements vary by a maximum of about 10% or less when vertical ground motions are included (Yan and others, 1996).

6.0 INPUTS

1. The site map (Figure 7-1) with boring locations and site location is obtained from Figure 4-2 of Section 4, Site Geology, of TR-BBIP-2002-01.

2. ISFSI site configuration is obtained from White, 2002a (Attachment A).

3. ISFSI concrete vault weight, including casks, and dimensions are obtained from White, 2002b (Attachment A).

page 4 of 55

GEO.BBIP.02.07 Rev. 1

4. Soil profile underlying the ISFSI site based on borings near ISFSI site obtained from Data Report B.

5. Geophysical data collected in borings near the ISFSI site are obtained from Data Report C.

6. Soil properties are derived from laboratory tests as reported in Data Report E.

7. The design velocity profile derived from the geophysical data is obtained from White, 2002c (Attachment A).

8. Design surface ground motions for use in response analyses are obtained from White, 2002d, as confirmed in White, 2002f (Attachment A).

9. The primaryi.seismic source for ground motions (the Bay Entrance fault) is obtained .

from page 2 of GEO.HBIP.02.04.

10. The positive directions of primary seismic source components (fault normal and fault parallel) are obtained from Section 7.8 of GEO.HBIP.02.05.

11. The orientation of the primary seismic source is obtained from Swan, 2002 (Attachment A).

12. The stiff soil velocity profile is developed by multiplying velocity values in Input 7 above by 1.22 (as described in Assumption 6 above) or k 2,,a values in Input 7 by 1.5, as recommended on page 26 of ASCE (1986). (Velocities are related to the square root of soil shear modulus as shown on page 10, below, so the square root of the 1.5 factor in ASCE is 1.22, and k2 ma, is proportional to the shear modulus as shown on page 11, below.)

7.0 METHODOLOGY AND EQUATION

SUMMARY

1. Determine subsurface stratigraphy beneath the site based on nearby borings.

2. Assign static soil properties to subsurface layers based on field and laboratory data characterizing those layers.

3. Assign dynamic soil properties to subsurface layers based on correlations with published data.

For each cross section analyzed, the following steps were conducted:

page 5 of 55

GEO.HB3P.02.07 Rev. I

4. Perform static slope stability analyses using program UTEXAS4 to search for the critical slide mass (that mass having the lowest long-term static factor of safety) with ISFSI cask and vault loading.

5. Perform pseudo-static slope stability analyses of the critical slide mass as determined in step 4, above, using UTEXAS4 to determine the pseudostatic horizontal acceleration that reduces the factor of safety to approximately 1.0.

Acceleration obtained is the yield acceleration, ky. The yield acceleration depends on the slope geometry, the phreatic surface conditions, the undrained shear strength of the subsurface layers (or the reduced strength due to earthquake shaking), and the location of the potential slide surface.

6. Rotate design surface ground motions to direction of cross section and perform preliminary Newmark displacement analyses using program DEFORMP and ky of the critical slide mass as determined in step 5, above, to assess relative magnitudes of displacements for each ground motion if it was applied to a rigid block (see step 11, below, for fuller description of displacement analyses). Select ground motions giving greatest displacements for further analyses.

For each ground motion selected in step 6, above, the following steps were conducted:

7. Deconvolve the selected surface ground motion to the base of the finite element mesh using program SHAKE.

8. Perform two-dimensional dynamic finite element analysis of the cross section using program QUAD4MU to determine the seismic response of the slope due to the earthquake motion as determined in step 7, above, placed at base of section.

9. Calculate seismic coefficient time history (and the maximum seismic coefficient, k,,,) of the critical sliding mass from output of the QUAD4MU analysis. The seismic coefficient is the ratio of the forces acting on the boundary of the mass induced by an earthquake to the weight of the mass.

10. Obtain surface ground motion calculated at one or more representative nodes in the free field from output of QUAD4MU. Compare calculated motion with input motion.

11. Perform Newmark-type displacement analyses (after Newmark, 1965), using DEFORMP, to determine earthquake-induced permanent displacements of the critical slide mass. For a specified potential slide mass, the seismic coefficient time page 6 of 55

GEO.HBIP.02.07 Rev. I history of that mass is compared with the yield acceleration ky. When the seismic coefficient exceeds the yield acceleration, downslope movement will occur along the direction of the assumed failure plane. The movement will decelerate and will stop after the level of the induced acceleration drops below the yield acceleration, and the relative velocity of the sliding mass drops to zero. The accumulated permanent displacement is calculated by double-integrating the increments of the seismic coefficient time history that exceed the yield acceleration. The analysis requires the seismic coefficient time history as calculated in step 9, above, and the yield acceleration of the critical sliding mass as calculated in step 5, above.

.4: Y 8.0 SOFTWARE The following computer programs (software) are used in this calculation package:

1. UTEXAS4 (version 4.0.0.8 dated 7/27/01), a commercially available Windows-compatible program to perform slope stability analyses, was verified in calculation package GEO.HBIP.02.09.

2. SHAKE (Geomatrix version dated 8/27/95), a 1-D equivalent linear site response PC DOS-compatible program used in this calculation package to compute base motions for use in finite element analyses, was modified by Geomatrix from the originally developed at the University of California, Berkeley to increase the sizes of arrays to accommodate more time history data points and a greater number of layers. The Geomatrix version of the program was verified in GEO.DCPP.02.02.

3. QUAD4MTU (updated version dated 3/1/2003), a commercially available PC DOS-compatible program to perform 2-D finite element analyses, was verified in GEO.DCPP.01.34. rev. 4.

4. SPECTRAD (version dated 3/25/98), a PC DOS-compatible program developed by Geomatrix Consultants to calculate response spectra from time histories, was also verified in GEO.DCPP.01.34 in addition to QUAD4MU.

5. DEFORMP (version dated 3/30/2000), a PC DOS-compatible program developed by Geomatrix Consultants to perform Newmark-type displacement analyses, was verified in GEO.DCPP.01.35.

page 7 of 55

GEO.HBIP.02.07 Rev. 1 All programs are proprietary and designed to execute on personal computers under the Microsoft Windows 2000 operating system. No passwords are required to execute these programs.

9.0 BODY OF CALCULATION

1. The subsurface stratigraphy beneath the site was determined based on borings drilled at the site as shown in Figure 7-1. The site is located on a relatively flat area of the Buhne Point hill approximately 300 feet northeast of the Unit 2 Fuel Oil Tank and approximately 70 feet south of the bluff cut into the hill that overlooks Humboldt Bay (Figure 7-1). The ground surface slopes gently southeast (the elevation drops by 4 to 6 feet across the site) and has been altered only slightly since plant construction.

Subsurface conditions at the site were characterized by drilling three exploratory borings, GMX99-3, GMX99-4, and GMX99-5. Borings were drilled and sampled to depths ranging from 61.9 to 77.3 feet. Two additional borings, GMX99-1 and GMX99-2, were drilled to depths of 95 and 402 feet, respectively, somewhat south of the site to investigate other potential sites, obtain in-situ geophysical properties, and evaluate continuity of soils underlying Buhne Point hill. Locations of the exploratory borings are shown on Figure 7-1. Borings were drilled using mud-rotary drilling techniques. A more detailed description of the field exploration program appears in Data Report B.

The borings were logged in the field by examining drill cuttings and retrieved samples. Final logs, prepared from the field logs, examination of samples in the laboratory, and results of laboratory testing, are presented in Data Report B.

Selected soil samples retrieved from the exploratory borings were delivered to the laboratory for examination and testing to evaluate their physical characteristics and engineering properties. Samples were tested to determine their moisture content, unit weight, plasticity, grain size distribution, and undrained shear strength using both unconsolidated- and consolidated-undrained (U1U and CU) triaxial compression tests. The laboratory tests performed are discussed in more detail in Data Report E. Test results are presented in Data Report E, and also are page 8 of 55

GEO.HBIP.02.07 Rev. I summarized at the corresponding sample locations on the boring logs in Data Report B.

Based oh the results of field and laboratory investigations, the site is underlain by" clayey sand and clay to a depth of approximately 23 feet. Trenches excavated at the site indicate that these strata are relatively continuous laterally and dip 2 to 4 degrees to the southeast. For purposes of analyses, however, these and all other underlying layers are assumed to lie horizontally. The upper 8 to 12 feet consist of medium dense clayey sand and stiff sandy clay. Approximately 8 to 11 feet of very stiff silt and clay underlie the upper layer. This-layer is underlain by 3 to 6 feet of hard silty clay. These upper cohesive materials are underlain by very dense sand and silty sand to a depth of 50 to 53 feet. In boring GM.X99-5, the sand grades to very stiff to hard sandy silt and silt. A relatively thin layer (less than 10 feet thick) of hard silt and silty clay with a thin stratum of very stiff peat was encountered in all borings at a depth of approximately 55 feet. The borings were terminated in the dense to very dense sand and gravel below this layer. A generalized soil profile used for engineering analyses is presented on Figure 7-2.

2. Static strength properties were assigned to subsurface layers based on field and laboratory data characterizing those layers. Based on the results of unconsolidated-undrained (UIJU) triaxial tests, an undrained shear strength of 2000 psf was assigned to the predominately cohesive soils in the upper 17 feet and an undrained shear strength of 4000 psf was assigned to the hard clay layer between 17 and 21 feet.

Borings GMX99-2 through GMX99-5 indicate that a silty clay layer about 10 feet thick lies at depths between about 50 to 60 feet. It was assumed (Assumption 2) that this layer extends horizontally beyond the toe of the bluff. Based on the results of UU triaxial tests, an undrained strength of 3,000 psf was assigned to this layer.

Although results from CU triaxial tests on samples obtained from clays in the upper 20 feet indicate an effective stress friction angle (qp') of 36 degrees, a p' of 30° was conservatively assigned to all the clay layers using correlations based on Plasticity Index (EPRI, 1990).

Strength parameters for the dense sand layers estimated from the results of CU triaxial tests are presented on Figures 7-4 and 7-5, for effective stress and total page 9 of 55

GEO.HBIP.02.07 Rev. I stress analyses, respectively. These layers are also assumed to extend horizontally beneath the site, based on similarly high blowcounts at similar depths from other borings near the site (Figure 7-3). Strengths from CU triaxial tests were determined at either 5 percent axial strain or at residual strain, whichever gave lower strengths (Table 7-1). As shown on Figure 7-4, the effective stress friction angle ((p') is about 37 degrees. The total stress envelope shown on Figure 7-5 was estimated using the procedure developed by Seed and Lee (1967). This procedure is based on results of extensive triaxial tests on Sacramento River sand, which indicated that the undrained strength of the sand is governed by a critical confining pressure.

Samples consolidated by Seed and Lee to confining pressures lower than critical tended to dilate during shear, developing negative excess pore water pressures.

Pore water pressures cannot drop below minus one atmosphere, the pressure at which water cavitates, which limits the undrained strength of dense sands at low confining pressures. Samples consolidated by Seed and Lee at confining pressures greater than critical tended to contract, developing positive excess pore water pressures. These excess pore pressures result in a decrease in effective confining pressures until the critical confining pressure is reached, at which point there is no tendency for volume change. The critical confining pressure then governs the undrained strength. For a given sand and stress path, Seed and Lee determined that the critical confining pressure is a function of void ratio.

Based on their results, Seed and Lee (1967) made the following observations:

1) In undrained tests on sand in which cavitation occurs, the total stress failure envelope will have a slope equal to the effective stress friction angle of the sand. The cohesion parameter, c, is a function of this friction angle. The confining pressure at failure, a3f, is less than the critical confining pressure, 0

3crt, and Gy3f= G3c + ub + Patm, where a3c is the initial confining pressure, ub is the back-pressure of water, and patm is atmospheric pressure.

2) In undrained tests on sand in which cavitation does not occur, the total stress failure envelope will be horizontal, that is, independent of initial confining pressure. The critical confining pressure, a3cti,, governs the undrained strength.

page 10 of 55

GEO.HBIP.02.07 Rev. I Based on the observations of Seed and Lee, the total stress failure envelope shown on Figure 7-5 for the dense sand layer at the site was developed in the following manner. For the portion of the envelope under which cavitation occurs, the effect of back pressure is conservatively ignored, so that 3f= Ca3c + Pam. Because the effective stress envelope can be expressed as Tff = Off tanqp', and the effective normal stress on the failure plane is C'ff = off +Pam, the total stress envelope can be expressed as Tff = C+ aff tanqp', where c = pan, tansp'. Substituting in values for Patm =

2.0 ksf and a' = 37 degrees, c = 1.5 ksf. For the portion of the envelope under which no cavitation occurs, the undrained strength is defined as a horizontal line intersecting the inclined portion of the envelope at a confining pressure of 10 ksf, at which point the undrained shear strength is about 9 ksf. Also shown on Figure 7-5 are the results of three CU tests at a confining pressure of 10 ksf for which the corresponding critical confining pressures were estimated to range from 11 ksf to 14 ksf (Table 7-1). The horizontal line at confining pressures greater than 10 ksf is conservatively lower than the undrained strengths determined from these tests.

These total stress parameters were selected to represent the undrained strength of the sandy layers below the water table. For the sandy layer above the water table, an effective stress friction angle (Tp') of 370 was used in the analyses.

The undrained strengths of the stiff cohesive soils and underlying dense sandy soils are not reduced because of earthquake shaking, as discussed in Assumptions 1 and4.

Subsurface layers and soil properties used in the stability analyses are presented in Table 7-2.

3. Soil properties required for dynamic finite element analyses include the dynamic shear modulus at low shear strain, Gmax, and relationships of the modulus reduction factor and damping ratio to higher levels of shear strain.

Dynamic Shear Modulus at Low Strain Dynamic shear modulus values at low strain can either be measured in the laboratory using resonant column tests or obtained from field shear wave velocity measurements. When available, estimates of G,,,a based on field shear wave page 11 of 55

GEO.HBIP.02.07 Rev. I velocity measurements are preferable to laboratory test data. The shear modulus at low strain is related to the shear wave velocity by the following relationship:

G=X =(V,f (eqtn 7:3b, page 321, Sowers, 1979) g where:

G.,,,, = shear modulus at low strain y = unit weight of material g = acceleration due to gravity

-Y5 = sheaf wave velocity Shear wave velocities were measured in borings GMX99-1 and GMX99-2 using a downhole "p-s" suspension logger. Details of this procedure are presented in Data Report C. The variations of measured velocities with depth are shown on Figures 7-8 and 7-9 for borings GMX99-1 and GMX99-2, respectively. Using the measured shear wave velocities and results of visual classification and laboratory index tests, the soil profiles at borings GMX99-1 and G(MX99-2 were subdivided into various soil layers for use in site response analyses. A representative shear wave velocity within each subdivided layer is shown by thick solid lines on Figures 7-8 and 7-9. The representative shear wave velocities were selected based on an assessment of the variation of measured velocities within each layer. In the case of GMX99-2, representative shear wave velocities were further reviewed and modified (White, 2002c). For each layer, selected properties including depth interval, description, soil density, and average shear wave velocity are listed in Table 7-3.

Also listed in Table 7-3 are values of K2m,, for granular soils. As indicated in the table footnotes, two of the values were further modified slightly during analyses to be consistent with the modifications made to the shear wave velocities. Studies by Seed and Idriss (1970) have shown that the dynamic shear modulus of granular soils is related to the effective confining pressure as follows:

Gmax = 1000 K2.. (0am XJ12, in pSf (figure 2, Seed, 1970) page 12 of 55

GEO.HBIP.02.07 Rev. 1 where: K2,, = parameter relating Go, and cr'; K2,,, is a function of density or void ratio Cm' = mean effective confining pressure in psf Using the above relationships, variations of shear wave velocities with depth were estimated for the granular soils using assumed values of K2..,. The estimated values are compared with measured shear wave velocities from GMX99-2 on Figure 7-10. Values of K 2n. that provide the best fit between the estimated and measured shear wave velocities range between 100 and 140.

Because selected soil properties are generally similar for the upper 90 feet within both borings, and trenching demonstrated continuity of strata across Buhne Point hill, soil properties derived from boring GMX99-2 were considered representative of soil properties throughout the hillside and were used in the dynamic finite element analyses described in this section.

Modulus Reduction and Damping Relationships with Strain Modulus reduction factor and damping relationships with shear strain are used to select strain-compatible modulus and damping values for each layer in the iterative equivalent-linear procedure. Modulus reduction and damping curves for the subsurface soils were selected on the basis of published data for similar soils.

The selected modulus reduction and damping curves for the various soil layers are listed in Table 7-3. Classification tests for the predominantly clayey soils indicate plasticity index (PI) values between 10 and 20. The modulus reduction and damping curves developed by Vucetic and Dobry (1991) for PI=15 were used for both the shallow clay layers and the layer encountered between 150 and 215 feet below ground surface in boring GMX99-2. Selected modulus reduction and damping curves are presented on Figure 7-11.

For the sandy and gravelly layers, studies performed for the Electric Power Research Institute (EPRI, 1993) have shown that the variation of modulus reduction and damping with shear strain are dependent on depth and confining pressure.

Generic curves were developed for various depths below ground surface. These curves are presented on Figure 7-12 and are listed for the appropriate depth ranges page 13 of 55

GEO.HB3P.02.07 Rev. I of the layers in Table 7-3. For shallow cohesionless soils, the generally accepted curves are the upper-bound modulus reduction curve and the lower-bound damping curve of the relationships developed for sands by Seed and Idriss (1970). These relationships, shown by the dashed curves on Figure 7-12, are compared with the EPRI (1993) curves. The Seed and Idriss (1970) upper-bound modulus reduction curve compares well with the EPRI (1993) curve for a depth range of 20 to 50 feet.

The Seed and Idriss (1970) lower-bound damping curve lies within the EPRI (1993) curves for the depth ranges of 50 to 120 and 120 to 250 feet.

4. Slope stability analyses were performed to evaluate the factor of safety against sliding at the site. Analyses were performed with the computer program UTEXAS4 using Spencer's method. Spencer's method satisfies both force and moment equilibrium.

Two cross sections were analyzed (Figure 7-1). The first cross section, A-A', is on the bluff side of the hill. The center of the proposed ISFSI vault is about 70 feet from the slope break at elevation +44 feet MLLW (White, 2002a). The vault pressure load varies from 1400 psf to 2900 psf depending on total vault weight and dimensions (White, 2002b). To be conservative, a pressure load of 3000 psf was assumed acting over a vault width of 20 feet. The effect of this pressure load is accounted for in the analysis by replacing an equivalent soil volume 15.5 feet deep with a mass of unit weight 193.5 pounds per cubic foot (pcf) (3000 psf divided by 15.5 feet) and an arbitrarily high shear strength of 1,000,000 psf to prevent shear failure through the vault. The two-dimensional slope stability analysis assumes an.

infinite pad length. The second cross section, B-B', is on the plant side of the hill.

The proposed pad is about 150 feet from the top of the cut slope near the Unit 2 Fuel Oil Tank. A generalized soil profile is presented on Figure 7-2. The water table was assumed to be at elevation +6 feet MLLW (as per Assumption 3).

Searches were conducted for the slide mass having the minimum factor of safety using Spencer's method and the long-term (effective stress) soil strength parameters described above for circular slip surfaces daylighting beneath the pad. The results of the stability analyses are shown on Figures 7-6 and 7-7 for the two cross sections analyzed. The minimum factors of safety computed range between 2.7 and 4.9 page 14 of 55

GEO.HBEP.02.07 Rev. I (Table 7-4), which are sufficiently high to preclude unlimited slope displacements (slope failure) during earthquake shaking.

Additional stability analyses were performed to check the effect of variations of groundwater level and vault dimensions. Results show that safety factors were reduced by less than 5% for variations in groundwater elevation of up to several feet (Assumption 3) and for variations in vault dimensions of up to 30% (White, 2002b).

UTEXAS4 -input and selected output files are found in Attachment B. All files are also included on the enclosed CD.

5. The slope stability computations were repeated for the slide mass having the lowest static factor of safety by incrementally increasing the horizontal pseudostatic.

acceleration to determine the yield acceleration, ky, that reduced the factor of safety of the slip surface to unity. Yield accelerations were computed using a two-stage approach in UTEXAS4, wherein normal stresses along the failure plane are first calculated under static pre-earthquake conditions and are then held constant during application of the horizontal pseudostatic acceleration to estimate the undrained shear strengths during transient earthquake loading. For the critical slide masses at the site, computed values of ky are about 0.69g and 0.66g for the bluff-side and plant-side slopes, respectively (Table 7-4). Figures 7-6 and 7-7 show the slide masses having the minimum computed factors of safety and the corresponding yield accelerations for the bluff-side and the plant-side slopes, respectively.

Analyses were repeated using wedge-type failure surfaces. The factors of safety computed using the wedge-type failure surfaces were greater than those computed for the circular slip surfaces.

UTEXAS4 input and selected output files are found in Attachment B. All files are also included on the enclosed CD and are listed in Table 7-4.

6. Prior to performing finite element analyses, each horizontal component of the surface ground motion provided (White, 2002d, as confirmed in White, 2002f) was page 15 of 55

GEO.HBBP.02.07 Rev. 1 rotated to the direction of each cross section. Seismic response due to the vertical component of ground motions was not considered in this analysis as described in Assumption 7. The amount of rotation was determined by calculating the difference between the azimuths of each cross section as shown on Figure 7-1 and the azimuth of the primary source of the ground motions (the Bay Entrance fault, from GEO.HBIP.02.04) as determined in Swan, 2002. For section A-A', the difference between its azimuth of N 170 W and the fault azimuth of N 7o W is 350o.

For section B-B', the difference between its azimuth of N 240 E and the fault azimuth of N 7O W is 31°.

The rotated component along each section is the -sum of the projections of the fault normal and fault parallel components along the direction of the section. The formulation is as follows:

AA' = Fp cos(() + FN sin(¢)

where Fp and FN are fault parallel and fault normal components of the acceleration time histories, AA' is the component along the section A-A', and 5 is the difference between the orientations of the section and the fault. Calculations of rotated components were performed in Excel spreadsheets. Excerpts of the spreadsheets along with related time history input and output are found in Attachment C. All files are also included on the enclosed CD and are listed in Table 7-7. The spreadsheets are verified by the following hand check from SETIROT.XLS (page 4 of Attachment C):

at +0.000 seconds, set 1 FN = - 0.229294E-03 and FP = 0.846349E-04 Then for section A-A' with U = 350 degrees, AA' = 0.846349E cos (350) + - 0.229294E-03

• sin (350) = 1.23166E-04 checks Then a rigid block Newmark-type analysis was performed with each rotated surface ground motion and the yield acceleration for each critical slide mass determined in step 5, above, using program DEFORMP. The positive direction of each ground motion component (south for fault parallel and west for fault normal) was obtained from Input 10. Calculated displacements are summarized in Table 7-5. Two of the page 16 of 55

GEO.HBIP.02.07 Rev. I ground motions producing the largest calculated displacements (sets 1 and 3), were selected for further finite element analyses. All DEFORMP input and output files are included on the enclosed CD and are listed in Table 7-7. Excerpts of these files are not attached, as they are similar to those found in Attachment G.

7. Earthquake motions input at the base of each section were developed from the rotated surface ground motions determined in step 6, above. Plots of the rotated surface ground motions are shown on Figures 7-14 through 7-17. The surface motions were deconvolved to a depth of 48 feet below sea level (see Assumption 5) using program SHAKE (Geomatrix version). and the dynamic properties for layers 2c, 3, and 4a listed in Table 7-3, as modified to obtain a "stiff soil" velocity profile (1.22 times velocities or 1.5 times k 2m,, values in Table 7-3 as described in Input

12) to obtain the motions at depth for use in QUAD4MU analyses. The base was modeled as elastic half-space with a shear wave velocity obtained from Table 7-3.

SHAKE input and selected output files can be found in Attachment D. All files are also included on the enclosed CD and are listed in Table 7-7. Values of maximum calculated strains of 0.26 to 0.53 percent from the output are not excessive.

8. The earthquake-induced seismic coefficient time histories (and their peak values k;) for each slide mass were computed using a two-dimensional dynamic finite element analysis program QUAD4MU that is an updated version of the program QUAD4M. The program uses equivalent linear strain-dependent modulus and damping properties and an iterative procedure to estimate the non-linear strain-dependent soil properties. The time-step analysis incorporates a Rayleigh damping approach and allows for variable damping in different elements. The option of computing the seismic coefficient time history of a sliding mass in QUAD4M was modified in QUAD4MU and this option was verified in the calculation package GEO.DCPP.01.34, rev. 4.

The QUAD4M analyses reported in GEO.HBIP.01.07, rev. 0 were repeated in this revision using QUAD4MU. The QUAD4MU analyses were performed at each cross section analyzed using the dynamic properties summarized in Table 7-3 from step 3, above, the velocity profile as modified to obtain a "stiff soil" in step 7, above, and the earthquake motion at the base derived in step 7, above. A finite page 17 of 55

GEO.HBIP.02.07 Rev. I element representation of the site is shown on Figure 7-13. For simplicity, the finite element mesh was developed to represent both cross sections A-A' and B-B' that are shown on the site plan, Figure 7-1. Both of these cross sections pass through the proposed ISFSI site. The surface topography alone section A-A' represents the bluff-side area of the ISFSI site, and section B-B' represents the area on the plant-side. The mesh, on Figure 7-13, also shows the potential slide masses having the minimum factors of safety on both plant- and bluff-side slopes. These masses extend from the ground surface down into the sand layer at a depth of about 90 feet (elevation -46 feet MLLW). The base of the model is in the dense sand layer and lathe half-space properties were set the same as in the SHAKE analyses performed in step 7, above. The motions developed along the direction of section A-A' were only used to calculate the seismic coefficient time histories for the left facing sliding mass (to the bluff-side). Similarly, the motions developed along the direction of section B-B' were only used to calculate the seismic coefficient time histories for the right facing sliding mass (to the plant-side).

QUAD4MU input and selected output files are found in Attachment E. All files are also included on the enclosed CD and are listed in Table 7-7.

9. The seismic coefficient time histories of the critical section were output from the l QUAD4MU analysis. Plots of the seismic coefficient time histories for each input ground motion are shown in Figures 7-14 through 7-17.

10. The surface ground motions calculated at three surface nodes (23, 34, and 45) near the critical section were obtained from QUAD4MU output. These nodes were selected because they are in the "free field" and can be compared with the motion input in SHAKE (step 7 above) to assess the reasonableness of the QUAD4MU analysis results. The response spectra for the three nodal points and the input time histories were calculated using program SPECTRAD. Excerpts of SPECTRAD input and output files are found in Attachment F. All files are also included on the enclosed CD. The response spectra are plotted in Figures 7-18 through 7-21. It can be seen that the response spectra for the nodes at free filed agree well with each another and with the input time history spectrum for SHAKE at ground surface.

These are not expected to be identical because SHAKE uses a frequency domain page 18 of 55

GEO.BEIP.02.07 Rev. I approach in the deconvolution computation, while QUAD4MU uses time domain computation to propagate. the base motion to the surface. The comparison provides confidence in that QUAD4MU's response calculations are reasonable.

11. Newmark displacement analyses, using DEFORMP, were performed to determine the earthquake-induced permanent displacements of the critical section. The analyses utilize the calculated seismic coefficient time history as described in step 8, above, and the yield acceleration of the critical section as calculated in step 3, above.

The relationship between calculated displacement and yield acceleration is presented on Figures 7-22 and 7-23 for the bluff-side slide mass having the minimum factor of safety and for the seismic coefficient time histories calculated in step 9, above. For a yield acceleration of 0.69g, the earthquake-induced downslope displacements for the critical bluff-side slide mass are calculated from Figures 7-22 and 7-23 to range from 0.2 to 0.5 feet. Similar relationships presented on Figures 7-24 and 7-25 for the slide mass on the plant-side slope indicate permanent displacements range from 0.3 to 4.7 feet for a yield acceleration of 0.66g. These calculated displacements are presented in Table 7-6. The average displacement for the full range of displacements is 1.4 feet. DEFORMP input and selected output files are included in Attachment G. All files are included in the enclosed CD and are listed in Table 7-7.

10.0 RESULTS AND CONCLUSIONS Results of stability analyses beneath the ISFSI site, listed in Table 7-4, indicate static safety factors range from 2.7 to 4.9. Results of Newmark displacement analyses, listed in Table 7-6, indicate displacements beneath the site range from 0.0 to 4.7 feet, averaging 1.4 feet.

Analyses of slope stability indicate that static factors of safety for circular failure surfaces daylighting beneath the ISFSI site are 2.7 or greater. During the postulated design ground motions, analyses indicate displacements of the failure surface beneath the site average 1.4 feet. It is concluded that the site is not susceptible to deep landslides, but that small amounts of ground deformation are possible during maximum earthquake loading.

page 19 of 55

GEO.HBIP.02.07 Rev. I 11.0 LIMITATIONS There are no limitations on the use of the calculation results.

12.0 IMPACT EVALUATION The results of the displacements presented in Section 10 do not impact other Geosciences calculations.

13.0 REFERENCES

1. ASCE, 1986,Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures, American Society of Civil Engineers, September.

2. Data Report B, Boring Logs, Rev. 0.

3. Data Report C, Downhole Geophysics, Rev. 0.

4. Data Report E, Laboratory Testing of Soils Samples, Rev. 0.

5. EPRI, 1990, Manual on Estimating Soil Properties for Foundation Design: EPRI EL-6808 Project 1493-6 Final Report, August.

6. EPRI, 1993, Guidelines for Determining Design Basis Ground Motions, Appendix 7.A: EPRI Report TR-102293, Project 3302, Final Report, November.

7. GEO.DCPP.01.25, Determination of seismic coefficient time histories for potential sliding masses along cut slope behind ISFSI pad, rev. 2.

8. GEO.DCPP.01.34, Verification of computer code QUAD4MU, rev. 4.

9. GEO.DCPP.01.35, Verification of computer code DEFORMP, rev. 2.

10. GEO.DCPP.02.02, Verification of Computer Code SHAKE (Geomatrix Version),

rev. 0.

11. GEO.BBIP.02.02, Determination of liquefaction potential at HBIP ISFSI site, rev. 0.

12. GEO.HBIP.02.04, Development of response spectra for the HBIP ISFSI, rev. 0.

13. GEO.BBIP.02.05, Development of spectrum compatible time histories for the HBIP ISFSI, rev. 0.

14. GEO.HBIP.02.09, Verification of computer program UTEXAS4, rev. 0.

15. Geosciences Work Plan GEO 2002-03, "Development of Slope Stability Calculations for the Humboldt Bay ISFSI, rev. 0.

page 20 of 55

GEO.HBIP.02.07 Rev. I

16. Makdisi, F., and Seed, H.B., 1978, Simplified Procedure for Estimating Darn and Embankment Earthquake-Induced Deformations, Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. GT7, July, pp. 849-867.

17. Newmark, N.M., 1965, Effects of earthquakes on dams and embankments:

Geotechnique, v. 15, no. 2, p. 139-160.

18. Section 4, Site Geology, Humboldt Bay ISFSI Project Seismic Hazards Analysis, Rev. 0, dated 16 September 2002, of Technical Report TR-HBIP-2002-01.

19. Seed, H.B.,and Idriss, I. M., 1970, Soil moduli and damping factors for dynamic response analyses: EERC Report 70-10, University of California, Berkeley, 1970.

20. Seed,*H.B., and Lee, K.L., 1967, Undrained Strength Characteristics of Cohesionless Soils: Journal of the Soil Mechanics and Foundation Division, Proceedings of the American Society of Civil Enginees, v. 93, no. SM6, November.

21. Sowers, G.F., 1979, Introductory Soil Mechanics and Foundations, New York.

22. Swan, F.H., 2002, Distance to Bay Entrance fault, letter to Robert White from Frank H. (Bert) Swan, dated 30 July 2002.

23. Vucetic, M.,and Dobry, R., 1991, Effects of soil plasticity on cyclic response:

Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 1, January, pp.89-107.

24. White, R., 2002a, letter from Robert White to Faiz Makdisi, Re: transmittal of drawing showing proposed location and configuration of the Humboldt Bay ISFSI site, dated 23 July 2002.

25. White, R., 2002b, letter from Robert White to Faiz Makdisi, Re: transmittal of bounding values of vault size and weight (including ISFSI casks) for HBIP slope stability analyses, dated 5 August 2002.

26. White, R., 2002c, letter from Robert White to Faiz Makdisi, Re: transmittal of velocity profile for HBPP ISFSI site response analyses, dated 24 July 2002.

27. White, R., 2002d, letter from Robert White to Faiz Makdisi, Re: transmittal of preliminary ground motions for Humboldt Bay ISFSI Project slope stability analyses, dated 29 July 2002 (with enclosed CD).

28. White, R., 2002e, letter from Robert White to Faiz Makdisi, Re: excerpt from Humboldt Bay Power Plant December 1985 TPCA HAR, dated 15 November 2002.

29. White, R., 2002f, letter from Robert White to Faiz Makdisi, Re: transmittal of final approved time histories for Humboldt Bay ISFSI Project slope stability analyses, dated 27 November 2002.

page 21 of 55

GEO.HBEP.02.07 Rev. 1

30. Yan, Liping, Neven Matasovic, and Edward Kavazanjian, Jr., 1996, Seismic response of a block on an inclined plane to vertical and horizontal excitation acting simultaneously, Proceedings, 11h ASCE Conference of Engineering Mechanics, Fort Lauderdale, FL, Volume 2, pp. 1110- 1113.

14.0 ATTACHMENTS A. Transmittals (14 pages)

White, R., 2002a, letter from Robert White to Faiz Makdisi, Re: transmittal of drawing showing proposed location and configuration of the Humboldt Bay ISFSI site, dated 23 July 2002.

White, R., 2002b, letter from Robert White to Faiz Makdisi, Re: transmittal of bounding values of vault size and weight (including ISFSI casks) for BBIP slope stability analyses, dated 5 August 2002.

White, R., 2002c, letter from Robert White to Faiz Makdisi, Re: transmittal of velocity profile for HBPP ISFSI site response analyses, dated 24 July 2002.

White, R., 2002d, letter from Robert White to Faiz Makdisi, Re: transmittal of preliminary ground motions for Humboldt Bay ISFSI Project slope stability analyses, dated 29 July 2002 (without enclosed CD).

White, R., 2002e, letter from Robert White to Faiz Makdisi, Re: excerpt from Humboldt Bay Power Plant December 1985 TPCA HAR, dated 15 November 2002.

White, R., 2002f, letter from Robert White to Faiz Makdisi, Re: transmittal of final approved time histories for Humboldt Bay ISFSI Project slope stability analyses, dated 27 November 2002.

Swan, F.H., 2002, Distance to Bay Entrance fault, letter to Robert White from Frank H.

(Bert) Swan, dated 30 July 2002.

B. UTEXAS4 input and excerpts of output files for static and dynamic stability analyses (28 pages)

C. EXCEL spreadsheet excerpts and related excerpts of time histories for rotations (13 pages)

D. SHAKE input and excerpts of output files to obtain motion at base of QUAD4MU section (21 pages)

E. QUAD4MU input and excerpts of output files for response analyses (48 pages) page 22 of 55

GEO.HBIP.02.07 Rev. 1 F. SPECTRAD input and excerpts of output files for calculating response spectra of time histories (19 pages)

G. DEFORMP input and excerpts of output for calculation of displacements (17 pages)

H. CD-ROM table of contents 15.0 LIST OF TABLES Table 7-1 Shear strength data from ICU-TC tests on sand samples from boring GMX 994 Table 7-2 Material properties for post-earthquake stability analyses Table 7-3 Revised shear wave velocity profile for site response analyses Table 7-4 Results of slope stability analyses for Sections A-A' and B-B' Table 7-5 Permanent displacement versus yield acceleration assuming rotated surface motion equal to seismic coefficient time hstory Table 7-6 Permanent displacement versus yield acceleration (seismic coefficients from QUAD4M)

Table 7-7 List of files for ground motion response and displacement analyses 16.0 LIST OF FIGURES Figure 7-1 Site and boring location plan Figure 7-2 Generalized soil profile used in engineering analyses Figure 7-3 Comparison of blowcounts near proposed ISFSI site with those from other plant areas Figure 7-4 Effective stress failure envelope from ICU-TC tests on samples from boring GMX99-4.

Figure 7-5 Undrained strength parameters from ICU-TC Tests on samples from boring GMX99-4 Figure 7-6 Section A-A': Slide mass having minimum factor of safety at bluff-side slope Figure 7-7 Section B-B': Slide mass having minimum factor of safety at plant-side slope Figure 7-8 Variation of shear and compression wave velocities with depth--boring GMX99-1 page 23 of 55

GEO.HBIP.02.07 Rev. 1 Figure 7-9 Variation of shear and compression wave velocities with depth--boring GMX99-2 Figure 7-10 Comparison of K2m,,, estimated shear wave velocities with measured values-boring GMX99-2 Figure 7-11 Relationships of normalized modulus and damping ratio with shear strain for clay (from Vucetic and Dobry, 1991)

Figure 7-12 Relationships of normalized modulus and damping ratio with shear strain and depth for sand (from EPRI, 1993)

Figure 7-13 Finite element mesh and slide masses having minimum factors of safety for sections A-A' and B-B' ,,  ;

Figure 7-14 Time Histories, Section A-A', Set 1 Ground Motion Figure 7-15 Time Histories, Section A-A', Set 3 Ground Motion Figure 7-16 Time Histories, Section B-B', Set 1 Ground Motion Figure 7-17 Time Histories, Section B-B', Set 3 Ground Motion Figure 7-18 Spectral Accelerations (5% Damped), Section A-A', Set 1 Ground Motion Figure 7-19 Spectral Accelerations (5% Damped), Section A-A', Set 3 Ground Motion Figure 7-20 Spectral Accelerations (5% Damped), Section B-B', Set 1 Ground Motion Figure 7-21 Spectral Accelerations (5% Damped), Section B-B', Set 3 Ground Motion Figure 7-22 Permanent Displacement vs. Yield Acceleration, Section A-A',

Set 1 Ground Motion Figure 7-23 Permanent Displacement vs. Yield Acceleration, Section A-A',

Set 3 Ground Motion Figure 7-24 Permanent Displacement vs. Yield Acceleration, Section B-B',

Set 1 Ground Motion Figure 7-25 Permanent Displacement vs. Yield Acceleration, Section B-B',

Set 3 Ground Motion 17.0 ENCLOSURE I CD labeled "GEO.HBIP.02.07, rev. 1, 7/18/2003," containing the files as listed in Tables I 7-4, 7-5, and 7-7 (all ASCII files unless otherwise noted). The CD is located with this calculation in Geosciences' project-designated file cabinets. The CD table of contents is included in Attachment H.

page 24 of 55

GEO.HBIP.02.07 Rev. 1 TABLE 7-1 Shear strength data from ICU-TC tests on sand samples from boring GMX99-4 JBoring I Depth I Stage I Sig3(C)J Dev Stressi Sigleff(f)l Sig3eff(f)l pI peffI qJ it=qcos(*).

99-4 50.5-51.0 1 6.96 17.25 21.95 4.71 15.591 13.33 8.63 6.87 99-4 50.5-51.0 2 9.95 30. 39.22 8.52 25.30 23.81 15.35 12.23 99-4 30.5-31.0 1 4.97 38.58 48.49 9.91 24.26 29.20 19.29 15.37 99-4 30.5-31.0 2 10.08 36.01 50.42 14.41 28.09 32.42 18.01 14.34 99-4 40.5-41.0 1 6.11 20.75 26.58 5.83 16.49 16.21 10.38 8.26 99-4 40.5-41.0 2 10.08 29.9 5 40.84 10.92 25.05f 25.881 14.97 11.92 Sig3(C) = consolidation stress Dev Stress = deviator stress at failure Sigl eff(f) = major principle stress at failure Sig3eff(f) = minor principle stress at failure p = [Dev Stress + 2 x Sig3(C)] /2 peff = [Sigleff(f) + Sig3eff(f)] /2 q = [Sigl eff(f) - Sig3eff(f)] /2

• =qcos(+) = shear stress on the failure plane, phi = 37 degrees, from fit of peff-q data, see Figure 7-4.

2nd stage values of shear stress are plotted against Sig3(c) on Figure 7-5.

Data from Data Report E as follows:

sample at 30.5-31.0 feet: pages 196-201 sample at 40.5-41.0 feet; pages 202-207 sample at 50.5-51.0 feet pages 208-213 page 25 of 55

GEO.HBIP.02.07 Rev. 1 I

TABLE 7-2 MATERIAL PROPERTIES FOR POST-EARTHQUAKE STABILITY ANALYSES IUnit Weight Effective Strength Undrained Strength Layer No. Material Ymois tYs Cohesion Friction Angle Cohesion Friction Angle (Fig. 7-6) _pd) (pd) c' (psf) * (degree) c (psO)* (degree) 8 Medium Dense Clayey Sand 125 125 0 30 2000 0 and Stiff Sandy Clay 7 Very Stiff Clay 123 123 0 30 2000 0 6 Hard Silty Clay 130 130 0 30 4000 0 3,4 Dense to Very Dense Silty 125 128 0 37 1500* 37*

Sand _

2 Hard Silt and Silty Clay 128 128 0 30 3000 0 1 Dense to Very Dense Sand 130 130 0 37 1500* 37*

and Gravel I

• Undrained strength of dense sand is limited to 9 ksf.

page 26 of 55

GEO.HBIP.02.07 Rev. 1 TABLE 7-3 Revised Shear Wave Velocity Profile for Site Response Analysis (based on IM. Idriss Interpretation on May 24, 2002)

Layer Depth Density Shear Wave No. * (ft) Description (pcf) Velocity (fps) K2 Modulus Reduction and Damping Curves 1-a (8) 0-15 Silty Clay 125 750 - Vucetic and Dobry (1991) P1=15 l-b (7) 15-20 Silty Clay 125 750 Vucetic and Dobry (1991) Pl=15 I-c (6) 20-25 Silty Clay 125 1,000 Vucetic and Dobry (1991) PI=15.

2-a (4) 25-30 Sand with Gravel 130 1,000 80 EPRI (1993) Depth = 20-50 feet 2-b (4) 30-40 Sand with Gravel 130 1,150 100 EPRI (1993) Depth = 20-50 feet 2-c (3) 40-50 Sand with Gravel 130 1,150 80 EPRI (1993) Depth= 20-50 feet 3 (2) 50-60 Silty Clay 130 1,500 - Vucetic and Dobry (1991) P1=15 4-a(1) 60-90 SandwithGravel 130 1.500 125 EPRI (1993) Depth =50-120 feet 4-b 90-135 Sand 130 1.750 130 EPRI (1993) Depth = 50-120 feet 5 135-150 Sand with Gravel 130 2,000 140 EPRI (1993) Depth = 120-250 feet 6 150-215 Silty Clay 130 1,550 - Vucetic and Dobry(1991) PI = 15 7 215-260 Silty Sand 130 1,650 100 EPRI (1993) Depth = 120-250 feet 8a 260-320 Gravelly Sand 130 2.000 120 EPRI (1993) Depth = 250-500 feet 8b 320400 Silty Sand 130 1,800 100 EPRI (1993) Depth = 250-500 feet 9 400-450 Silty Sand** 130 1,900 _ EPRI (1993) Depth = 250-500 feet 10 450-500 Silty Sand** 130 2.000 _ EPRI (1993) Depth = 250-500 feet I1 500-600 Silty Sand** 130 2,100 _ EPRI (1993) Depth = > 500 feet 12 600+ Half space 135 5,000 _

Notes:

• Layer numbers inparentheses are those assigned in Figure 7-6 and listed in Table 7-2 for stability analyses.

• Extrapolated from bottom of boring.

with modificauions to the shear wave Layers 2b and 2c k2._ values modified slightly to 90 and 85. respectively, in analyses to be consistent velocities.

page 27 of 55

GEO.HBIP.02.07 Rev. I Table 7-4 Results of slope stability analyses for Sections A-A' and B-B' Section long term static yield acceleration, UTEXAS4 static UTEXAS4 dynamic factor of safety k__

_ _ inputoutput files** input/output files**

_-.- bluffs5.txt bluffs5(dyn).txt 1 A-XA 2.68 0.69 bluffs5.out bluffs5(dyn).out plant_s5c.txt plants5c(dyn).txt B-B' 4.94 0.66 plant s5c.out plants5c(dyn).out

• • All files are ASCII text and are found on the CD-ROM enclosed with the calculation. Excerpts are found in Attachment B.

TABLE 7-5 Permanent displacement versus yield acceleration assuming rotated surface motion equal to seismic coefficient time history computer input/output files '

ky Section A-A 0.69 Set 1 350*

osv Positive I Displacement (ft) sa 1.1 e f sreadsheet

.xls set1 rot

=

rotated motion

.PM) s1laa DEFORMP input DEFORMP output

('inp) s1lap

('.dato s1lap Negative 02 setlrot slaa slan slan Set 2 35Q0 Positive 0.4 set2rot s2aa s2ap s2ap Negative 1.2 set2rot s2aa s2an s2an Set 3 3500 Positive 0.4 set3rot s3aa s3ap s3ap Negative 0.8 set3rot s3aa s3an s3an Set 4 3500 Positive 0.8 set4rot s4aa s4ap s4ap Negat-ve

_______I 0.9 set4rot s4aa s4an s4an Section B-B' 0.66 Set 1 310 Positive 1 6.1 set1rot s1bb s1bp s1bp I__ _lNegative 0.6 setlrot s1bb sl bn s1bn Set 2 31° Positive 0.7 set2rot s2bb s2bp s2bp

_Negative 1.1 set2rot s2bb s2bn s2bn Set 3 31° Positive 0.8 set3rot s3bb s3bp s3bp

_ Negative 5.9 set3rot s3bb s3bn s3bn Set4 310 Positive 0.4 set4rot s4bb s4bp s4bp

- INegative T 5.6 I set4rot s4bb s4bn s4bn All files on CD-ROM enclosed with calculation.

Spreadsheet (.xis) files are Excel files. All others are ASCII text.

page 28 of 55

GEO.HBIP.02.07 Rev. I TABLE 7-6 Permanent Displacement versus Yield Acceleration (seismic coefficients from QUAD4MU)

Yield Acceleration, Ky _ Kmax Ky/Kmax Displacement_(ft)

ISFSI, Section A-A 0.69 Set 1+ 3500 1.21 0.57 0.5 ISet 1- 1350 0.93 0.74 0.0

_Set 3 + 3500 0.93 0.74 0.2 Set 3-- 350 . 1.18 0.58 0.5 ISFSI, Section B-B' I I I 0.66 Set 1+ 31° 1.88 0.35 4.7 Set 1 - 31° 0.86 0.77 0.3 Set 3 + 31°_ 1.12 0.59 0.3 Set 3 - 31 - 1.42 0.46 4.4 page 29 of 55

GEO.HBIP.02.07 Rev. 1 TABLE 7-7 e List of files for ground motion response and displacement analyses ROTATED MOTIONS (excerpts in Attachment C) rotated surface motion SHAKE (excerpts in Attachment D)

[.* Section A-A WB-B'

• Secto s:,

SET I SET 3 SET I SET 3 1Input I. . PDIA INp I PD3A.NP I PDIB.INP PD3BJNP I I SIAA.AC8 I S3AA.ACB I S1HHAC8 I S3BB.ACs I rotated surface motion Output I PDIA.OUT [ PD3A.OUT PD1B.OUT PD3B.OUT I _- PDIAPUN JPD3AKPUN I PDIB.PUrN PD3BJPUN I rotated outcrop motion QUAD4MU (excerpts in Attachment E)

Section A-A' Section B-B' SET I SET 3 SET I SET 3 Input PDIA.Q41 PD3A.Q41 PDIB.Q41 PD3B.Q41 PDIAO.11 PD3A.OII PD1B.01I PD3B.011 rotated outcrop motion

_HSOM.NW.DAT HBSOIlNWDAT HBSOIINW-DAT HBSOILNW.DAT Output PDIA.Q40 PD3AkQ4O PDIB.Q40 PD3B.Q40 PDIAOO.QSC PD3AOO.QSC PDIBOI.QSC PD3BOI.QSC seismic coeff. motion Acceleration Time PDIAOO.Q4A PD3AOO.Q4A PDIBOO.Q4A PD3BOO.Q4A node 23 Histoty Outputs at PDIAOI.Q4A PD3AOI.Q4A PDIBO1.Q4A PD3BOI.Q4A node 34 Ground Surface pDIA02Q4A PD3A02.Q4A PDIB02.Q4A PD3BO2.Q4A node 45 (excerpts not attached) PDIA03.Q4A PD3AO3.Q4A PDIB03.Q4A PD3B03.Q4A node 375 PDIA04.Q4A PD3AO4.Q4A PDIB04.Q4A PD3B04.Q4A node 715 PDIA05.Q4A PD3AO5.Q4A PDIB05.Q4A PD3BO5.Q4A node 1395 seismic coeff. motion PDIAOI.QSC PD3AOI.QSC PDIBOO.QSC PD3BOO.QSC output not applicable (excerpts not attached) .

SPECTRAD (excerpts in Attachment F) node 23 at free field node 34 at free field node 45 at free field rotated surface spectra DER)RMP (excerpts in Attachment G) seismic coeff. motion Note: All files are ASCII text included on the CD-ROM enclosed with the calculation.

page 30 of 55

GEO.HBIP.02.07 Rev. 0

_ 1973 Dames & Moore Borings near Unit 3 40 - - -

_ 1980 Woodward-Clyde Consultants Borings near Unit 3 30 20 I

I I IT I

o 1973 Dames & Moore Borings away from Unit 3

_ 1999 Geomatrix Borings GM)G9-1, GM)G9-2, GM)G9-3, GM)G9-4, and GM)X9-5

. I .

n I I I I 1u

-1 a A AAoi I.- -2 I

ICD 5 -3 i=O -4 IL A CI :0~~~~~~~~~~~~~~~~~~~~~~~~~A i -51 U 0 Ao A~~~~~~~~~~~

-7C )0 A~~~~~~~~~~~~A

-80 ~~ ALAD~~~

-90 A~~~~AA AA A A t A IA

-100

-110

-120 0 20 40 60 80 100 120 140 160 180 200 (Nl)so,.

Figure 7-3. Comparison of blowcounts near proposed ISFSI Site with those from other plant areas.

(from Figure 2 of calculation GEO.HBIP.02.02) page 33 of 55

GEO.HBIP.02.07 Rev. 0 E Effective stress ICU-TC test results Effective stress failure envelope:

a'= 0,T'= 31'(c'= 0, ' = 370) 35 25 C-le Cr 10 5 C-h 0

0 5 10 15 20 25 30 35 P'= ( Cy 1 1 + Ca3 ') /2 ( ksf

"'- Figure 7-4. Effective stress failure envelope from ICU-TC tests on samples from boring GMX99-4.

page 34 of 55

GEO.HBIP.02.07 Rev. 0 N . Failure stress at failure plane given initial confining pressure of 10 ksf, based on ICU tests

---

Undrained strength envelope 20 I II II I I II I i 18 1 16 14 _

12 F

~10 Su= 9 ksf, no cavitation 8 _

6 -

-p~~~~~~~~~~~~

4 -

I zLISC I=1.5f I ¢=370, kSf, I

-p I cavitation I I I I I I I I I 2 _- C-u 0

.0 2 4 6 8 10 12 14 16 18 20 c0fc (ksf)

Figure 7-5. Undrained strength parameters from ICU-TC tests on samples from boring GMX99-4.

page 35 of 55

GEO.HBIP.02.07 Rev. 0 Humboldt Bay Power Plant- Borng GMX99-1 c

10C 200

) __ __

-C

_ _ _ _ _ _ _ _ I. _ _ _ _ _

10 300

.~ ~ ~ LL 400 500 7000 8000 0 1000 2000 3000 4000 5000 6000 Velocity (feet per second) with depth - boring GMX99-1.

Figure 7-8. Variation of shear and compression wave velocities page 38 of 55

GEO.IHBIP.02.07 Rev. 0 HUMBOLDT BAY POWER PLANT- BORING GMX99-2 0

100 200 0) a)

!!n 300 400 500 1000 2000 3000 4000 5000 6000 7000 8000 0

Velocity (feet per second) depth - boring GMX99-2.

Figure 7-9. Variation of shear and compression wave velocities with page 39 of 55

GEO.HBIP.02.07 Rev. 0 Vs from K2max

--- 80

_ 100

- - 120

- - 140 0

100 200 0) 0 300 400 500 6000 7000 8000 0 1000 2000 3000 4000 5000 Velocity (feet per second) with measured values - boring GMX99-2.

.- " Figure 7-10. Comparison of K2,i-estimated shear wave velocities page 40 of 55

GEO.HBIP.02.07 Rev. 0 1.C 0.9 S

0.s 0 0.7 cp, 0.6 r~~~~~~~ _ _ 111 TI II IITII I HTill

-0 . 0 ~ ~~~11 tNH 1 111-lTt I I III 0.4 0

z2 0.3 0.2 Yucetic & Dobry, 1991 Clay with P1=1 5 0.1 0.0

0. 0001 0.001 0.01 0.1 1 10 Effective Shear Strain Amplitude (%)

30 -1 10- 20 0.

EC M

0 10 n

0.0001 0.001 0.01 0.1 1 10 Effective Shear Strain Amplitude (%)

Figure 7-11. Relationships of normalized modulus and damping ratio with shear strain for clay.

(from Vucetik and Dobry, 1991) page 41 of 55

GEO.HBIP.02.07 Rev. 0 1.0 _

0.9 E

0.8 .

U, 0.7 M

0.6 0

0.5 U, 0.4 a)

N 0.3 0.2 0

0.1 0.0 0.0001 0.001 0.01 0.1. 1 Effective Shear Strain Amplitude(%)

25 20

.2 15

,o C

10 E

co 0

5 0.0001 0.0 01 0.01 COl 1 Effective Shear Strain Amplitude (%)

\-' Figure 7-12. Relationships of normalized modulus and damping ratio with shear strain and depth for sand.

(from EPRI, 1993) page 42 of 55

(S (I(

2 ,,, I,,, I,,,, I i

• I t

• I

• I c) 1 - "Seismic Coefficient 0

150

-2 0 10 20 30 40 50 60 70 80 2-

0) Free Field Motion Caic. by Quad4mu 0

0~~~~~

u Qe 23 , I I I I I I . I I~~~~~~Nod

-2 0 10 20 30 40 50 60 70 80 2 - I I I * *

• I p _

Rotated Design Motion at Free Field 0

-2 0 10 20 30 40 50 60 70 80 8 Time (sec) ,

Figure 7-14. Time Histories, Section A-A', Set 1 Ground Motions. 0 pdlaa.grf  :

I I I 2 ' ' ' ' ' I t II I I I I I I I I I II I I I f I I I I Seismic Coefficient 0 10 20 30 40 50 60 70 80 2

3i 1 - Free Field Motion Calc. by Quad4mu 0

LAi Lit 8-1 t, ,

LAi 0 10 20 30 40 50 60 70 80 2- I I *,

L-- I ,

I -- I 1, I .,I I I, .I* I, .,,I I,,,, _

, Design Motion at Free Field

~~~~~~~~~~~~~~~~~Rotated 0

~ ~ ~ ~~~~~ ~ ~ ~

E~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0 ~ ~ ~ ~ ~ ~ ~ ~ ~~ o

~ ~

0~~~~~~~~~~~~~~~~1 ~~~~~

-2.

0 10 20 30 40 50 60 70 80 Time (sec)

Figure 7-15. Time Histories, Section A-A', Set 3 Ground Motion. pd3aa.grf _

(( (

2 - ... I., ,, I, , ,, t I,, ,,

CD 1 - .Seismic Coefficient 0

~0 o 1o 20 30 a) 40 so 60 70 80 0 -2 0 10 20 30 40 50 60 70 80 FRotated Design Motion at Free Field Fiue710Tm itreiScinBBSt1Gon

~~~~~~

~ ~ ., ~ ~, 'i oin li # ... ' db~r 0 10 20 30 40 50 60 70 o0 Time (sec)

FigureC7-16. Time Histories; Section B-B', Set 1 Ground Motion. pdibb~gd '

2 0

fi) a)

-2 0 10 ' 20 30 40 50 60 70 80 cD Free Field Motion Caic. by Quad4mu 0

0) -2

-2 I C 0 10 20 30 40 50 60 70 80 (Node 23) 0 C0) p -1 0

Fiur etinB-" Motion RotatedHsore, Desit Moio atun Fied~ar

-2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~*

0 10 20 30 40 50 60 -70 80 Time (Sec)

Figure 7-17. Time Histories, Section B-B3", Set 3 Ground Motion. pdaaa.grf

GEO.BBIP.02.07 Rev. I Sp..s1aaO.grf I I I I I I I I *

• I I Ih . I I I i II 6 -I .- . . . . . .. . . . . . .

Section A-A', 350° from Fault Parallel, Set 1 (20Hz Cutoff)

Rotated Design Motion at Free Field 5 - --------- at Node 23 (Free Field)

Motion Calculated

- - -- Motion Calculated at Node 34 (Free Field)

Motion at Node 45 (Free Field)

Calculated 4- A 1__

,a V a,

0 0

3 A I

I1 a)

C,,

2 1-I0_ .

I I

v T

v

~ . .

II I

I...

II I

I I I I lI a i 0 I 0.01 0.1 1 10 Period (sec)

Figure 7-18. Spectral Accelerations (5% Damped), Section A-A', Set 1 Ground Motion.

Page 48 of 55

GEO.HBIP.02.07 Rev. I Sp...saaO.grf I I I I II lIt I M I , .I I tI I I II I I I t Il 6 -t Section A-A', 350 from Fault Parallel, Set 3 (20Hz Cutoff)

Rotated Design Motion at Free Field 5- Motion Calculated at Node 23 (Free Field)

- - -- - Motion Calculated at Node 34 (Free Field)

- Motion Calculated at Node 45 (Free Field) 4 -

C 0

a) 8 3 -

a)

C',

2 A /

A

---

-/

1-0 I r IrI I I ' I I I I I I1 I 1 1I 1 a I lAIII 0.01 0.1 I 10 Period (see)

Figure 7-19. Spectral Accelerations (5% Damped), Section A-A', Set 3 Ground Motion.

Page 49 of 55

GEO.HBIP.02.07 Rev. I Sp..sl bbO.grf 6

5 4

C l-I 0

0 0

cn 3 C.)

0) a.

CI, 2

1 0

0.01 0.1 1 10 Period (sec)

Figure 7-20. Spectral Accelerations (5% Damped), Section B-B', Set 1 Ground Motion.

Page 50 of 55

GEO.HBIP.02.07 Rev. I Sp.s3bbO.grf 6

5 4

C-0)

I-0 E) 3 C.)

0g 0~

CD, 2

1 0

0.01 0.1 1 10 Period (sec)

Figure 7-21. Spectral Accelerations (5% Damped), Section B-B', Set 3 Ground Motion.

Page 51 of 55

GEO.HBIP.02.07 Rev. I 100.00 - - ,

Positive Direction, Kmax =1.21

- Negative Direction, Kmax= 0.93 0.00 _ ___II__

E 1.00 ____

M)

X0 -_ _ _ __ _ _ _-A 0.1 0.1 _ _____= __ __ =_ _ __ _

.. __ _ _A zz __

0.0 - - __ ____ ____

0.0 0.2 0.4 0.6 0.8 to.

ky/kmax Figure 7-22. Permanent Displacement versus Yield Acceleration Section A-A', Set 1 Ground Motion Page 52 of 55

GEO.HBEP.02.07 Rev. I 100.00 _ , ,

\

\\_-Positive Direction, Krnax = 0.93

\ \ ._ ----- Negativs Direction, Relax= 1.13

_ _ _ I I I I I A\\ \= ======= .

10.00

" ' N_

xv-_

5 8

• = \ @ ==

\ \ \\ ' K\

0.

02 z

1.00

\ \

X'

.. S \ .

s \

_  : "N \' \

ANN 0.10 . _-

\

x 0.01 0.0 0.2 0.4 0.6 0.8* 1.0 ky/knax Figure 7-23. Permanent Displacement versus Yield Acceleration Section A-A', Set 3 Ground Motion Page 53 of 55

GEO.HBEP.02.07 Rev. I 100.00 \ __l _ _l _ l Positive Directi v____ i - -- Negative Direc 10.00 _ _ = _ _

E100 0~~~~~~~~~~~~

0.1 0.01 -

0.0 0.2 0.4 0.6 0.8 1.0 -

ky/kmax Figure 7-24. Permanent Displacement versus Yield Acceleration Section B-B', Set 1 Ground Motion Page 54 of 55

GEO.HBIP.02.07 Rev. 1 100.00 \ I I I I s t

• Ye Direction, Knax = 1.12

\ = ----- Negativa Direction, Kmax= 1.42 10.00  : F 77 Ad ALL=

\

if _ \ _

0

___ A An,, __-

a 1.00

__--A \\\--_

Ma Cu _ _ \ \

0.

_=---m-\\E __

0.10

{X< CtX _ A ^\-

\ i.

0.01

= =- _ = == _9 _

0.0 0.2 0.4 0.6 0.3 1.0

- ky/knmax Figure 7-25. Permanent Displacement versus Yield Acceleration Section B-B', Set 3 Ground Motion Page 55 of 55

GEO.HBIP.02.07 Rev. 0 Attachment A Attachment A Transmittals (see Attachments section for list of transmittals) page I of 14

GEO.HBIP.02.07 Rev.

Pacific Gas and Electric Company Geosciences Attachment #

• 245 Market Screec, Room 4188 Mail Code N4C P.O. Box 770000 San Frncisco, CA 94177 4151973-2792 Fax 4151973-5778 FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 23 July 2002 Re: Transmittal of drawing showing proposed location and configuration of the Humboldt Bay ISFSI site

Dear Faiz:

Please find enclosed a memo from Roy Willis, Project Manager of the Humboldt Bay ISFSI Project, transmitting a drawing showing the proposed location and configuration of the Humboldt Bay ISFSI site. Also enclosed are a copy of the drawing and a floppy disk with the drawing file saved in "ti? format.

Please use this drawing as input to the analysis of ISFSI site stability you are

_ performing under Geosciences Work Plan GEO 2002-03.

If you have any questions. please call me.

Thanks.

ROBERT K. WHITE Enclosures page I 1rr2fm9.docrkw page 2 of 14

GEO.FiBIP.02.07 Rev. 0 Attachment A 4

• Date: July 22, 2002 File #: 72.10.05 To: Robert White From: Roy Willis, Project Manager

Subject:

Humboldt Bay ISFSI Project Transmittal of HBPP Site Survey Data

- Pacific Gas and Electric Company

Dear Rob,

Attached for your use in performance of your work is the electronic drawing file for the ISFSI conceptual plan. This is drawing 4025276, Rev 2.

This drawing shows the vault concept for the ISFSI. The actual vault dimensions are yet to be determined by the vault design contractor, which is Holtec. Any location or other dimension requirements that are inputs to the Geosciences calculations must be communicated to HBIP for transmittal to Holtec.

This file name is "4025276.tif'.

Please let me, or L. Pulley, know if you have any questions.

L.B. Pulleyfor Roy Willis Project Manager Humboldt Bay ISFSI Project cc:

LBPulley HBPP HBIP File No. 72.10.05 HBIP RMS File page 3 of 14

C.U)AIA\kw acliveU'Wll'tL I SU lIIl'l'U)ltYCASK'5 liawuigs\4025278.Iii

• !:X

3. .,

I.

I a ..(4 II II 1.I 1

'. t. - --

-. **,:.... Sr

'l.

2j11;rLiI.I.I 2,:.. '.* N

.3 a4-'

l'  :' , .i I . .

I-r I.d. ..S I* ., I.

I

1 I, -- - 4vq .111"-11 .L 1- 1.

I

t  ;<

..1 I.l"' ' X.

I 'I. '" A -I I l I

• 4~~~~~~*5LT II f ) q*4l ~

l A, 4YAR  ! 1'ull( i. ...... 0

.% .I m 0

I',Ttslr~P!, sow

• '\1I w I y

r .

I. .,- .1 :Z,..:

I'l t=,.

-* * .*I - _ -- -1 ___ I- I a__ l ,j^

_ _ -- I

,1I ,,

r. ,,

.-. . .<,....._.....,r 3,"

I  !. -

X I I --- I - I-I- .i 1 p

> o

GEO.HBIP.02.07 Rev.

Pacific Gas and Electric Company Geosciences Attachment 245 Marker Screet, Room 418B Mail Code N4C PIO. Box 770000 San Francisco, CA ?4177 41597n-2792 Fax 4151973-S778 I FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 5 August 2002 Re: Transmittal of bounding values of vault size and weight (including ISFSI casks) for HBIP slope stability analyses

Dear Faiz:

Please find an email from Larry Pulley describing the current bounding values of dimension and weight for the proposed ISFSI cask vault and casks for the HBIP. As indicated, the minimum vault footprint is approximately 14 feet by 64 feet The corresponding weight of 2.6E6 pounds produces a pressure load of about 3000 psf as

_ used by you in previous analyses. Placing this load at the surface in the analyses would be a conservative estimate of the effect of the cask and vault load on the hillside, since it neglects the effect of excavating a comparable volume of soil. Please review and incorporate these values as you prepare your analyses of slope stability for the HBIP.

Let me know if you have any questions..

J LL ROBERT K WHITE Enclosure cc: Larry Pulley w/o page I lrr2fmI3.docrkw page 5 of 14

GEO.HBIP.02.07 Rev. 0 Attachment A White, Robert (Geosciences)

From: Pulley, Lawrence Sent: Thursday, August 01, 2002 10:40 AM To: White, Robert (Geosciences)

Subject:

HBIP vault size Rob:

Per our discussions on vault size/weight for the HBIP slope stability work; The 'bounding' sizes of the vault are:

a. 20 ft wide, 100 ft long and 15.5 ft high, weighing 2.8E6 lb when filled.

b. 14 ft wide, 64 ft long and 15.5 ft high, weighing 2.6E6 lb when filled Note that these are estimates at this time as the vault designer has not started work.

Acknowledging that it is conservative to place the load at the surface, lets not go overboard with conservatism, such that we have structural issues to deal with.

Larry page 6 of 14

GEO.HBIP.02.07 Reiv. 0 Pacific Gas and Electric Company Geosciences Attachment A 245 Market Screet. Room 4188 Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 4159/7-5778 I FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 24 Julv 2002 Re: Transmittal of velocity profile for HBPP ISFSI site response analysis,

Dear Faiz:

Please find attached a table entitled "Revised Shear Wave Velocity Profile for Site Response Analysis (based on I.M. Idriss Interpretation on May 24, 2002)." As indicated by the title, Dr. Idriss proposed some modifications to the profile initially developed by you and reported in your July 2000 report entitled "Geotechnical Study, Humboldt Bay Independent Spent Fuel Storage Installation, Alternate Site S-4." Dr.

Idriss used velocity data as found in HBPP Data Report C, 'Downhole Geophysics in ISFSI Site Area," rev. 0 as part of his review. We agree with and approve these

- modifications. This table was also provided to Dr. Ann Becker for use in her recent site response analyses to develop a site around response model.

Please use this table as input to the analysis of ISFSI site stability you are performing under Geosciences Work Plan GEO 2002-03.

If you have any questions, please call me.

Thanks.

ROBERT K. WHITE Attachment gIr2fml.docrrkw page 7 of 14

I TABIL.E I Revised Shecar Wave Velocity Profile for Site Respoitse Analysis (basisd on I.MV. Idriss Interpretation~on Mlay 24, 2002)

Layer I)cp(h r )cIsi(y shlcear Wave No. (fl) D)escriptionI (I)CI) VCIOCitY (fIPS) IC2,1. WIyodulus RedctioiC alll I)aimpinig Curves I-n 0-15 Silly Clay 125 750 VtICeciC andIl l)1)oiy (1 991) 1'1=15 I-1) 15-20 Silly Clay 125 750 Vticl cid I)hhiy (I' )99) P=15

\-C 20-25 Silly Clay 125 1,00() -- Vuetic and D.ohry (1991) 1P1=1 5 2-a 25-30 Sand vith Gravecl 130 1,000 80 1 99PR1Depth = 2l)-50) Fcee (1993) 2-b 30-10 Sand NVith Gravel 130 1,150 100 ll (1O 993) e1p)Ih = 20-S0 Fcct 2-c 40-50 Sand with Gravel 130 1,150 80 P PRI (I993) Depth = 20-50 Flect 3 50-60 Silly Clay 130 1,500 -- V\UCcic -",d Dohry (199 1) 1'1= 15 41-a 60-90 Sand witlh GravCl 130 1,50( 125 I '1' (I 993) Depth = 50- 120 feet 1-b 90-135 Sand 130 1,750 130 1E'Rl (1993) Depith 50-120 feCt 5 135-150 l vi(l Gmravel Sand 130 2,000 l't10 IP-IR (1993) Depthl 120-250 fetc 6 O150-215 Silty Clay 130 IS50 -- V1IcelicIand IDoly (1)99)1) 11 = 15 7 215-260 Silly Sand 130 1,650 1(0 1l'T1R (1993) Depth = 120-250 [c' l 8a 260-320 Onavelly Sand 130 2,000 120 1TRI (1993) Depth = 250-500 1el 8l1e U~f320-400 Siilty Sando g.993) 130 1o,800 too 1rn( Dept = 250-S) fecl

9) '100-4150 i;lly Sandl' 130 1,900 I'1'TR (19')3) Dep(:l1 = 250(-S1)O IeCCI I0 150-50() S:ilty Sall1l0 130 2,000 . 1PR1t (1991W3) )Depth = 25()-500 fe:CI II 5()0-600 Silty Saill 130 2,100 1"I'Mt (1993) Depti) = > 51)() FeC 12 60-()-. r la~l rspmacc 135 5 (i00 I Notew Extrap~olatcul frujil btitlill of borinig.

i

(

GEO.HBIP.02.07 Rt Pacific Gas and Electric Companv Geosciences Artachme 24S Marker Screet. Room 4188 Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 4151M-2792 Fax 415/973-5778

_¶ FAIZ MAKD[SI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET I iOAKLAND, CA 94612 29 July 2002 Re: Transmittal of preliminary ground-motions for Humboldt ISFSI Project slope stability analyses Dear Faiz.

Please find enclosed a CD with four sets of time histories (fault parallel and fault normal components) for use in Humboldt ISFSI slope stability analyses. These time histories are preliminary until otherwise noted, but you are authorized to proceed with their use in your analyses.

As described in the readme.txt file on the CD, the CD was assembled from the following sources:

fault parallel component of Set I, Set 3, and Set 4 C:\hbpp\motions\7-24-02\Source\setI fp.acc C:\hbpp\rnotions\7-24-02\Source\set3 fp.acc C:\hbpp\motions\7-24-02\Source\set4_-p.acc fault parallel component of Set 2a C:\hbpp\notions\7-26-02\Source\setra fa.acc fault normal component with fling of Set 1, Set 2a, Set 3, and Set 4 C:\hbpp\notions\7-26-02\Source\setl fl_fiingjbc.acc C:\hbppknotions\7-26-02\Source\set'a flu-flinga bc.acc C:\hbpp\motions\7-26-02\Source\set3_f.lflingbc.acc C:\hbpp\motions\7-26-02\Source'xset4_fnl_flina bc.acc Irr2fmLZdocrkw pageT9 V14

Transmittal of preliminary ground modions F~jrb'~di'0-.07Rev.

Attachmegnt Let me know if you have any questions.

ih WL';t ROBERT K. WHITE Enclosure cc: Larry Pulley w/o

. 4:

8gee,~ml.ock Icr2fml2Aorw

0 7/ 3 0,'U:.' iLt r.,,.% ;L- ooj u- Wr llw AL doU~AA".,.'S GEO.HBIP.02.07 Re Attachmer Geomatrix Consultants, Inc.

Engineers, Geologists & Environmental Scientists amOMATRIX 2101 Webster Street. 12 Floor Oakland, California 9-4612 U.S.A.

Tel: (510) 663-4143 Fax: (510)-663-4141 E-mail: bswan@geonatrix. Mm July 30, 200!

511 7.009 Pacific Gas and Electric Company Geosciences Department P.O. Box 770000, Mail Code LN4C San Francisco, California 94177 FAX: (415) 973-5778 Attention: Dr. William D.Page Mr. Robert K White

Subject:

Distance to Bay Entrance fault Humboldt Bay ISFSI Project Seismic HaardsAnalysis Based on measurements made from Geomatrix (2002) figure 4-18, the Bay Entrance trace of the Little Salmon fault zone strikes N 07° -2 0 W (relative to true north) and dips 58 +/-1° NW (measured from the horizontal).

-The closest horizontal distance to the projected surface trace [measured from the center of the proposed ISFSI site as shown on figure 4-2 of Geomatrix (2002)] is 1,780 +/-10 ft or 543 +/-3 m. The closest fault-normal distance (also measured to the center of the proposed site) is 1,530 +/-25 feet or 466+8 m.

Reference:

Geornatrix Consultants, Inc. (Geomatrix), 2002, Technical Report 4 - Site Geology, Humboldt Bay ISFSI Project Seismic Hazards Analysis: Technical report prepared for Pacific Gas and Electic Company Geosciences, submitted by Geomatrix Consultants, Inc., Revision Oa, March 18, 2002, 14 p, 1 table (4 p.), 30 figs, annex 4a (45 p.).

Sincerely, Fran . wan Consulting GeologisT page I I of 14

Pacific Gas and Electric Company Geosciences GEO.HBIP.02.07 Rev. 0 245 Market Street, Room 4188 Attachment A Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 41197:/-2792 Fax 415/973-5778 FAIZ MAKDISI GEOLATRLX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 15 November2002 Re: Excerpt from Humboldt Bay Power Plant December 1985 TPCA HAR FAIZ MAKDISI:

Please find attached a 9-page excerpt from the Humboldt Bay Power Plant December 1985 Toxic Pits Cleanup Act Hydrogeologic Assessment Report for your use as needed in the preparation of slope stability calculations for the HBIP. The excerpt includes a discussion of water levels as determined from monitoring wells installed in the vicinity of the wastewater holding ponds located cast of the discharge canal. Page 4-7, in particular, states that "water levels ... range between 4 and 7 feet below ground surface," and that "this zone appears to respond only slightly to tidal cycles.'

If you have any questions regarding this attachment, please call.

Thans.

ROB WHITE Attachment Itr2fmlS.oC page 12 of 14

GEO.HBIP.02.07 Rev. 0 Pacific Gas and Electric Company Geosdences 245 Market Street Room 4188 Anachment A Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 4151973-2792 Fax 4151973-5778 FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET 7&1 a OAKLAND, CA 94612 27 November 2002 Re: Transmittal of final approved timebhistories for Humboldt ISFSI Project slope stability analyses

Dear Faiz:

Please find enclosed a CD with four sets of time histories (fault parallel and fault normal components) for use in Humboldt ISFSI slope stability analyses. These time histories are final and approved as developed in Calculation GEO.HBIP.02.05 and are identical to those provided previously (in my 29 July 2002 letter to you) for your use in your analyses.

The CD includes the following files:

fault parallel components setlfp.acc set2jp.acc set3fp.acc set4_fp.acc fault normal components setlfnf.acc set2_fnlf.acc set3_fnfacc set4_fnf.acc Please verify that these time histories are the same as those used in your analyses.

page I Ir2fml7.docrkw page 13 of 14

Transmirral of final approved time histories GEO.HBIP.02.07 Rev. 0 Attachment A Let me know if you have any questions.

ROBERT K. WHITE -

Enclosure cc: Lanry Pulley w/o page 2 Irr2fmI7.docrkw page 14 of 14

GEO.HBIP.02.07 Rev. 0 Attachment B Attachment B UTEXAS4 Input and Output Excerpts (see Table 74 for listing of files) page 1 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B (this page intentionally left blank) page 2 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLUFFs5.txt GRA HEAding follows - Search)

EST. OF YIELD ACC. (Static Loading, footing load HBPP ISFSI - Bluff side - 3000 psf PROfile line data follow -

1 1 Med dense to dense sand & gravel 0 -16 380 -16

.2 2 Hard silt and silty clay 0 -6 380 -6 (sat) 3 3 Dense to very dense silty sand 0 2 69 2 84 2 90 6 380 6 (unset) 4 4 Dense to very dense silty sand 90 6 217 8 122 12 133 21 380 21 S 5 Rip rap facing 69 2 76 6 87 12 122 12 6 6 Hard silty clay 133 21 138 25 380 25 7 7 Very stiff silt and clay 138 25 ISO 34 238 34 238 28.5 258 28.5 258 34 380 34 8 8 Medium dense clayey sand 150 34 162 42 238 42 238 34 10 9 Surficial fill 162 42 16S 44 172 45 185 45 201 44 238 44 238 42 11 9 Surficial fill 258 42 258 44 272 44 320 45 380 45 12 10 Footing load 238 28.5 238 34 238 42 Page 1 page 3 of 28

GEO.HBIP.02.07 Rev. 0 Artachment B BLtIFFsS.txt 238 44 258 44 258 42 2S5 34 258 28.5 13 8 Medium dense clayey sand 258 34 258 42 380 42 MATerial property data follow Ifor first stage) 1 Ned dense to dense sand and gravel 130

• unit weight Conventional shear strengths 0 37 Piezometric Line 1

2 Hard silt and silty clay 128

• unit weight Conventional shear strengths 0 30 Piezometric Line 1'

3 Dense to very dense silty sand (sat) 128

• unit weight Conventional shear strengths 0 37 Piezometric Line 1

4 Dense to very dense silty sand (unsat) 125 = unit weight Conventional shear strengths 0 37 No pore pressures S Rip rap facing 110 = unit weight Conventional shear strengths 0 42 Piezometric Line 1

6 Hard silty clay 130 , unit weight Conventional shear strength 0 30 No pore pressures 7 Very stiff silt and clay 123 - unit weight Conventional shear strength 0 30 No pore pressures 8 Medium dense clayey sand 125 - unit weight Conventional shear strength 0 30 No pore pressures 9 Surficial Fill 125 - unit weight Conventional shear strength 0 30 No pore pressures 10 Footing load 193.5 = unit weight Conventional shear strength 1000000 0 No pore pressures PlEzometric line data follow -

1 Piezometric Line 0 6 76 6 380 6 Page 2 page 4 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLUFFs5.txt DIS SURface e pressures to follow (water) 0 2 249.6 0 69 2 249.6 0 76 6 0.0 0 87 12 0.0 0 122 12 0.0 0 133 21 0.0 0 138 25 0.0 0 150 34 0.0 0 162 42 0.0 0 165 44 0.0 0 172 45 0.0 0 185 45 0.0 0 201 44 0:0 0 233 44 0.0 0 268 44 0.0 0 272 44 0.0 0 320 45 0.0 0 380 45 0.0 0 ANAlysis/computation data follow -

Circle Search 1 118.0 154.0 0.50 -60.0 Radius of circle.

186.68 COMpute Page 3 page 5 of 28

GEO.HBIP.02.07 Rev. 0 bluffs5.out Attachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved

• RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *

• SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE *

• BEEN VERIFIED BY INDEPENDENT ANALYSES, EXPERIMENTAL DATA *

• OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *

• AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *

• READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING *

• TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT *

• MAKE OR ASSUME LIABILITY FOR ANY WARRANTIES, EXPRESSED OR *

• IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS *

• OR ADAPTABILITY OF THIS SOFTWARE.

• UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Thu Aug 29 13:48:15 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\Bluff side\with mat\longterm\BLUFFs5.txt EST. OF YIELD ACC. (Static Loading, Search)

HBPP ISFSI - Bluff side - 3000 psf footing load TABLE NO. 3

• NEW PROFILE LINE DATA *

• -**-***I********* **-****-**.-*

---

Profile Line No. 1 - Material Type (Number): 1-

Description:

Med dense to dense sand & gravel Point X Y 1 0.00 -16.00 2 380.00 -16.00

---

Line No. 2 - Material Type (Number): 2 -----

Profile

==

Description:==

Hard silt and silty clay Point X Y 1 0.00 -6.00 2 380.00 -6.00

---

Profile Line No. 3 - Material Type (Number): 3 -----

==

Description:==

____Dense__to__verydense___silty__sand___sa__

==

Description:==

Dense to very dense silty sand (sat) page 6 of 28

GEO.HBI.02.07 Rev. 0 bluffs5mot Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Thu Aug 29 13:48:15 2002 Name of input data file: L:\Project\5000s\5lI7.0l5\Slope Stability\UTexas4\Bluff side\with mat\longterm\BLUFFs5.txt EST. OF YIELD ACC. (Static Loading, Search)

HBPP ISFSI - Bluff side - 3000 psf footing load TABLE NO. 33

• • t*t* ******* ******* *** ****** **** **** ******* *

• 1-STAGE FINAL CRITICAL CIRCLE INFORMATION t****** **t**t***** ****** *tt** ** ** *******

• CAUTION - THE FACTOR OF SAFETY COULD NOT BE COMPUTED FOR SOME OF THE GRID POINTS AROUND THE MINIMUM X Coordinate of Center . . . . . . . . . . . . . 137.50 Y Coordinate of Center . . . . . . . . . . . . . 171.00 Radius . . . . . . . . . . . . . . . . . . . . . 186.68 Factor of Safety . . . . . . . . . . . . . . . . 2.682 Side Force Inclination (degrees) . . . . . . . . 10.65 Number of Circles Tried . . . . . . . . . . . . 92 Number of Circles F Calculated for . . . . . . . 55 Time Required for Search (seconds) . . . . . . . 11.0 page 7 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLUFFsS(dyn) .txt GRA HEAding follows -

(Dynamic Loading)

EST. OF YIZLD ACC. - 3000 psf footing load

- Bluff side HBPP ISFSI PROfile line data follow sand & gravel 1 1 Med dense to dense 0 -16 380 -16 2 2 Hard silt and silty clay 0 -6 380 -6 silty sand (sat) 3 3 Dense to very dense 0 2 69 2 84 2 90 6 380 6 silty sand (unsat) 4 4 Dense to very dense 90 6 117 8 122 12 133 21 380 21 5 5 Rip rap facing 69 2 76 6 87 12 122 12 6 6 Hard silty clay 133 21 138 25 380 2S silt and clay 7 7 very stiff 138 25 1SO 34 238 34 238 28.5 2S8 28.s 2S8 34 380 34 8 8 Medium dense clayey sand 150 34 162 42 238 42 238 34 10 9 Surficial fill 162 42 165 44 172 45 185 45 201 44 238 44 238 42 11 9 Surficial fill 258 42 2S8 44 272 44 320 45 380 45 12 10 Footing load 238 28.5 238 34 238 42 Page 1 page 8 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLUFFsS(dyn).txt 236 44 258 44 258 42 258 34 258 28.5 13 8 Medium dense clayey sand 258 .34 258 42 380 42 MATerial property data follow (for first stage) 1 Med dense to dense sand and gravel 130 - unit weight Conventional shear strengths 0 37 Piezometric Line 1

2 Hard silt and silty clay 128 - unit weight Conventional shear strengths 0 30 Piezometric Line 1

3 Dense to very dense silty sand (sat) 128

• unit weight Conventional shear strengths 0 37 Piezometric Line 1

4 Dense to very dense silty sand (unsat) 125

• unit weight Conventional shear strengths 0 37 No pore pressures S Rip rap facing 110

• unit weight Conventional shear strengths 0 42 Piezometric Line 1

6 Hard silty clay 130

• unit weight Conventional shear strength 0 30 No pore pressures 7 Very stiff silt and clay 123

• unit weight Conventional shear strength 0 30 No pore pressures 8 Medium dense clayey sand 125 - unit weight Conventional shear strength 0 30 No pore pressures 9 Surficial Fill 125 - unit weight Conventional shear strength 0 30 No pore pressures 10 Footing load 193.5

• unit weight Conventional shear strength 1000000 0 No pore pressures PIEzometric line data follow -

1 Piezometric Line 0 6 76 6 380 6 Page 2 page 9 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLUFFs5(dyn).txt DIS SURface pressures to follow (water) 0 2 249.6 0 69 2 249.6 0 76 6 0.0 0 87 12 0.0 0 122 12 0.0 0 133 21 0.0 0 138 25 0.0 0 150 34 0.0 0 162 42 0.0 0 165 44 0.0 0 172 45 0.0 0 les 45 0.0 0 201 44 0.0 0 233 44 0.0 0 268 44 0.0 0 272 44 0.0 0 320 45 0.0 0 380 45 0.0 0 ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 COMpute SECond stage input activated MATerial property data follow (for second stage) 2 Med dense to dense sand and gravel 130 - unit weight 2-stage Linear strength envelope 1500 37 1500 37 Piezometric Line 1

2 Hard silt and silty clay 128 - unit weight 2-stage linear strength envelope 3000 0 3000 0 Piezometric Line 1

3 Dense to very dense silty sand (sat) 128

• unit weight 2-stage Linear strength envelope 1500 37 1500 37 Piezometric Line 1

4 Dense to very dense silty sand (unsat) 125

• unit weight 2-stage Linear strength envelope 0 37 0 37 No pore pressures 5 Rip rap facing 110 - unit weight 2-stage Linear strength envelope 0 42 0 42 Piezometric Line 1

6 Hard silty clay 130 - unit weight Conventional shear strength 4000 0 No pore pressures 7 Very stiff silt and clay 123 - unit weight Conventional shear strength 2000 0 No pore pressures 8 Medium dense clayey sand 125 - unit weight Conventional shear strength 2000 0 No pore pressures 9 Surficial Fill 125 - unit weight Page 3 page 10 of 28

2 7 GEO.HBIP.0 .0 Rev. 0 Artachment B BLUFFs5(dyn).txt Conventional shear strength 500 0 No pore pressures 10 Footing load 193.5 = unit weight Conventional shear strength 1000000 0 No pore pressures PIEzometric line data follow I Piezometric Line 0 6 76 6 380 6 (water)

DIS SURface pressures to follow 0 0 2 249.6 69 2 249.6 0 76 6 0.0 0 87 12 0.0 0 122 12 0.0 0 133 21 0.0 0 138 25 0.0 0 150 34 0.0 0 162 42 0.0 0 165 44 0.0 0 172 45 0.0 0 185 4S 0.0 0 201 44 0.0 0 233 44 0.0 0 268 44 0.0 0 272 44 0.0 0 320 45 0.0 0 380 45 0.0 0 ANAlysis/computation data follow Circle 137.5 171.0 186.68 TWO-stage computations SEIsm.ic Coefficient follows -

0.0 COMpute HEAding follows -

SEISMIC COEFFICIENT = O.60g ANAlysis/computation data follow Circle 137.5 171.0 1B6.68 TWO-stage computations SEIsmic Coefficient follows -

0.60 COMpute HEAding follows -

SEISMIC COEFFICIENT . 0.68g ANAlysis/computation data follow Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows -

0.68 COMpute EEAding follows -

SEISMIC COEFFICIENT 0.69g ANAlysis/computation data follow Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows Page 4 page 11 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B BLU3FFsS(dyn).txt 0.69 COMpute XEAding follows -

SEISMIC COEFFICIENT = 0.70g ANAlysis/computation data follow -

Circle' 137.5 171.0 186.68.

TWO-stage computations SEIsmic Coefficient follows -

0.70 COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.71g ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows -

0.71 COMpute HEAding follows -

SEISMIC COEFFICIENT - 0.74g ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows -

0.74 COMpute HEAding follows -

SEISMIC COEFFICIENT = 0.75g ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows -

0.75 COMpute HEAding follows -

SEISMIC COEFFICIENT

• O.78g ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows -

0.78 COMpute HEAding follows -

SEISMIC COEFFICIENT - 0.809 ANAlysis/computation data follow -

Circle 137.5 171.0 186.68 TWO-stage computations SEIsmic Coefficient follows 0.80 COMpute Page S page 12 of 28

GEO.HBIP.02.07 Rev. 0 bluffs5(dyn).out Attachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved

• • • • • • • • • • • • • • • • • • t*** ******* ****7*t** **.***~* ********w**** ***** **.

• RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *

• SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE

• BEEN VERIFIED BY INDEPENDENT ANALYSES, EXPERIMENTAL DATA

• OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *

• AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *

• READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING

• TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT *

• MAKE OR ASSUME LIABILITY FOR ANY WARRANTIES, EXPRESSED OR *

• IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS *

• OR ADAPTABILITY OF THIS SOFTWARE.

• UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Thu Aug 29 13:48:15 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\Bluff side\with mat\iongterm\BLUFFs5 (dyn) .txt EST. OF YIELD ACC. (Dynamic Loading)

HBPP ISFSI - Bluff side - 3000 psf footing load TABLE NO. 3

• NEW PROFILE LINE DATA *

---

Profile Line No. 1 - Material Type (Number): 1-----

Description:

Med dense to dense sand & gravel Point X Y 1 0.00 -16.00 2 380.00 -16.00 Profile ----- Line No. 2 - Material Type (Number): 2-

==

Description:==

Hard silt and silty clay Point X Y 1 0.00 -6.00 2 380.00 -6.00

---

Profile Line No. 3 - Material Type (Number) : 3-----

==

Description:==

____Dense__to___e___dense___silty___and__(sat)

==

Description:==

Dense to very dense silty sand (sat) page 13 of 28

GEO.HBIP.02.07 Rev. 0 bluffs5(dyn).out Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Thu Aug 29 13:48:15 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\Bluff side\with mat\longterm\BLUFFsS(dyn).txt SEISMIC COEFFICIENT = 0.69g TABLE NO. 51 22222222222222222222222222222222222222222222222222222222222222 2 Information for the Iterative Solution for the Factor of 2 2 Safety and Side Force Inclination by Spencer's Procedure 2 2 Second Stage of Multi-Stage Computations 2 22222222222222222222222222222222222222222222222222222222222222 Allowable force imbalance 'for convergence: 9 Allowable moment imbalance for convergence: 1582 Trial Trial Factor Side Force Force Moment

• Delta Iter- of Inclination Imbalance Imbalance Delta-F Theta ation Safety (degrees) (lbs.) (ft.-lbs.) (degrees) 1 3.00000 17.1887 5.436e+005 2.025e+007 First-order corrections to F and Theta -6.5067 4. 6033 Reduced values - Deltas were too large -0.5000 0.3537 2 2.50000 17.5425 4.934e+005 1.820e+007 First-order corrections to F and Theta -4.0949 4.9565 Reduced values - Deltas were too large -0. 5000 0.6052 3 2.00000 18.1477 4.181e+005 1.505e+007 First-order corrections to F and Theta -2.2122 5.6024 Reduced values - Deltas were too large -0. 5000 1.2662 4 1.50000 19.4139 2.919e+005 9.472e+006 First-order corrections to F and Theta -0.8572 7.1666 Reduced values - Deltas were too large -0.3427 2.8648 5 1.15733 22.2787 1.398e+005 2.457e+006 First-order corrections to F and Theta -0.2265 10.4619 Reduced values - Deltas were too large -0.0620 2.8648 6 1.09532 25.1435 9.898e+004 1.331e+006 First-order corrections to F and Theta -0.1326 10. 6941 Reduced values - Deltas were too large -0.0355 2.8648 7 1.05979 28.0083 7.113e+004 7.063e+005 First-order corrections to F and Theta -0.0799 9.9116 Reduced values - Deltas were too large -0.0231 2.8648 8 1.03671 30.8731 4.958e+004 3 . 154e+005 First-order corrections to F and Theta -0.0456 8.2881 Reduced values - Deltas were too large -0.0158 2.8648 9 1.02094 33.7379 3.153e+004 6.316e+004 First-order corrections to F and Theta -0.0225 6.0039 page 14 of 28

GEO.HBIP.02.07 Rev. 0 bluffs5(dyn).out Attachment B Reduced values - Deltas were too large ............ -0.0107 2 . 8648 10 1.01022 36.6027 1.553e+004 -8.474e+004 First-order corrections to F and Theta ............ -0. 0075 3.2838 Reduced values - Deltas were too large ............ -0. 0065 2.8648 11 1.00368 39.4675 9.004e+002 -1.118e+005 First-order corrections to F and Theta ............ 0. 0005 - 0.3889 Second-order corrections to F and Theta ........... 0. 0005 0.3865 12 1.00423 39.8539 -2.590e-001 -1.479e+001 First-order corrections to F and Theta ............ 0.0000 -0.0000 page 15 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B plant_ssc.txt GRA HEAding follows -

EST. OF YIELD ACCELERATION (Search Type 2)

HBPP ISFSI - Plant Side - 3000 psf footing load PROfile line data follow -

1 1 Med dense to dense sand & gravel 16 380 -16 2 2 Hard silt and silty clay 6

380 -6 3 3 Dense to very dense silty sand (sat)

-60 6 380 6 4 4 Dense to very dense silty sand (unsat)

-60 12 33 12 47.56 21 380 21 5 S Hard silty clay 47.56 21 50 22.5 79 22.5 82.7S 25 380 25 6 6 Very stiff silt and clay 82.75 25 96.2S 34 26S 34 265 28.5 285 28.5 28S 34 380 34 7 7 Medium dense clayey sand 96.25 34 106 40.5 148 42 210 44 265 44 265 34 8 8 Footing load 265 28.5 265 34 265 44 285 44 285 34 285 28.5 9 7 Medium dense clayey sand 285 34 285 44 295 44 380 44 MATerial property data follow (for first stage) 1 Med dense to dense sand and gravel 130

• unit weight Conventional shear strengths 0 37 Piezometric Line 1

2 Hard silt and silty clay 128 = unit weight Conventional shear strengths 0 30 Page 1 page 16 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B plant s5c. txt Piezometric Line 1

3 Dense to very dense silty sand (sat) 128 - unit weight Conventional shear strengths 0 37 Piezometric Line 1

4 Dense to very dense silty sand (unsat) 125

• unit weight Conventional shear strengths o 37 No pore pressures 5 Hard silty clay 130 . unit weight Conventional shear strength 0 30 No pore pressures 6 Very stiff silt and clay 123

• unit weight Conventional shear strength 0 30 No pore pressures 7 Medium dense clayey sand 125 - unit weight Conventional shear strength 0 30 No pore pressures 8 Footing load 193.5

• unit weight Conventional shear strength 1000000 0 No pore pressures PlEzometric line data follow -

1 Piezometric Line

-60 6 380 6 DIS SURface pressures to follow (water)

-60 12 0.0 0 33 12 0.0 0 47.56 21 0.0 0 50 22.5 0.0 0 79 22.5 0.0 0 82.75 25 0.0 0 96.25 .34- 0.0 0 106 40.5 0.0 0 148 42 0.0 0 210 44 0.0 0 260 44 0.0 0 290 44 0.0 0 295 44 0.0 0 380 44 0.0 0 ANAlysis/computation data follow -

Circle Search 2 50 50 70.0 415.0 70.0 315.0 170.0 315.0 170.0 415.0 5 331.1 Point 285 28.5 COMpute Page 2 page 17 of 28

plant-sc5.out GEO.HB[P.02.07 Rev. 0 Attachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved

• RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *

• SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE *

• BEEN VERIFIED BY INDEPENDENT ANALYSES EXPERIMENTAL DATA *

• OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *

• AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *

• READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING *

• TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT *

• MAKE OR ASSUME LIABILITY FOR ANY WARRANTIES, EXPRESSED OR *

• IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS *

• OR ADAPTABILITY OF THIS SOFTWARE.

• UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants

-Time and date of run: Fri Aug 30 14:59:30 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\Plant side\with mat\longterm\plants5c.txt EST. OF YIELD ACCELERATION (Search Type 2)

HBPP ISFSI - Plant Side - 3000 psf footing load TABLE NO. 3

• NEW PROFILE LINE DATA *

---

Profile Line No. 1 - Material Type (Number): 1 -----

Description:

Med dense to dense sand & gravel Point X Y 1 -60.00 -16.00 2 380.00 -16.00 Profile -----Line No. 2 - Material Type (Number): 2 -----

Description:

Hard silt and silty clay Point X Y 1 -60.00 -6.00 2 380.00 -6.00

---

Profile Line No. 3 - Material Type (Number): 3-----

==

Description:==

____Dense__to__verydense___silty__sand___sa_)

==

Description:==

Dense to very dense silty sand (sat) page 18 of 28

GEO.HBIP.02.07 Rev. 0 plantsc5.out Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Fri Aug 30 14:59:30 2002 Name of input data file: L:\Project\5000s\5117.0l5\Slope Stability\UTexas4\Plant side\with mat\longterm\plant_s5c.txt EST. OF YIELD ACCELERATION (.Search Type 2)

HBPP ISFSI - Plant Side - 3000 psf footing load TABLE NO. 38

• • **** ***** *************** ** * * ****w **o** * *

• FINAL

SUMMARY

OF COMPUTATIONS WITH FIXED-GRID

• • • * **** *****t**** **** *** **** *** *** ** ******

• Number of circles attempted: 2500

-Number of circles for which F calculated: 1170 Circle with Lowest Factor of Safety:

X coordinate for center: 100.61 Y coordinate for center: 388.47 Radius of circle: 404.446 Factor of safety: 4.944 Side force inclination: 5.60 Time Required for Computations: 216.0 seconds page 19 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B plants~c(dyn).txt Piezometric Line 1

3 Dense to very dense silty sand (sat) 128

• unit weight Conventional shear strengths 0 37 Piezometric Line 1'

4 Dense to very dense silty sand (unsat) 125

• unit weight Conventional shear strengths 0 37 No pore pressures 5 Hard silty clay 130 - unit weight Conventional shear strength 0 30 No pore pressures 6 Very stiff silt and clay 123 = unit weight Conventional shear strength 0 30 No pore pressures 7 Medium dense clayey sand 125 - unit weight Conventional shear strength 0 30 No pore pressures B Footing load 193.5 - unit weight Conventional shear strength 1000000 0 No pore pressures PlEzometric line data follow -

1 Piezometric Line

-60 6 380 6 DIS SURface pressures to follow (water)

-60 12 0.0 0 33 12 0.0 0 47.56 21 0.0 0 50 22.5 0.0 0 79 22.5 0.0 0 82.75 2S 0.0 0 96.25 34 0.0 0 106 40.5 0.0 0 148 42 0.0 0 210 44 0.0 0 260 44 0.0 0 290 44 0.0 0 295 44 0.0 0 380 44 0.0 0 SECond stage input activated MATerial property data follow (for second stage) 1 Med dense to dense sand and gravel 130 = unit weight 2-stage Linear strength envelope 1500 37 1500 37 Piezometric Line 1

2 Hard silt and silty clay 128 = unit weight Conventional shear strengths 3000 0 Piezometric Line 1

3 Dense to very dense silty sand (sat) 128 - unit weight 2-stage Linear strength envelope 1500 37 1500 37 Page 2 page 21 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B lantsSc(dyn).txt Piezometric Line 1

4 Dense to very dense silty sand (unsat) 125 , unit weight 2-stage Linear strength envelope 0 37 0 37 No pore pressures 5 Hard silty clay 130 = unit weight Conventional shear strength 4000 0 No pore pressures 6 Very stiff silt and clay 123 - unit weight Conventional shear strength 2000 0 No pore pressures 7 Medium dense clayey sand 125 - unit weight Conventional shear strength 2000 0 No pore pressures 8 Footing load 193.5

• unit weight Conventional shear strength 1000000 0 No pore pressures PIEzometric line data follow (for second stage 1 Piezometric Line

-60 6 380 6 DIS SURface pressures to follow (water)

-60 12 0.0 0 33 12 0.0 0 47.56 21 0.0 0 SO 22.5 0.0 0 79 22.5 0.0 0 82.75 25 0.0 0 96.25 34 0.0 0 106 40.5 0.0 0 148 42 0.0 0 210 44 0.0 0 260 44 0.0 0 290 44 0.0 0 29S 44 0.0 0 380 44 0.0 0 ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.50g ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.50 COmpute HEAding follows -

SEISMIC COEFFICIENT - O.SSg ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations Page 3 page 22 of 28

GEO.HBIP.02.07 Rev. 0

- - -- . . -- - ~~~~~~~~~~~~~.Attachmnent B Lant~sSc(dyn) .txt Piezomietric Line 1

(unsat]

4 Dnsne to very dense silty sand 125 a unit weight 2-stage Linear strength envelope 0 37 0 37 No pore pressures S Hard silty clay 130 *unit weight Conventional shear strength 4000 0 No pore pressures 6 Very stiff silt and clay 123 = unit weight Conventional shear strength 2000 0 No pore pressures 7 Medium dense, clayey sand 125 - unit weight Conventional shear strength 2000 0 No pore pressures 8 Footing load.

193.5 = unit weight Conventional shear strength 1000000 0 No pore pressures (for second stage)

PlEzometric line data follow 1 Piezometric Line

-60 6 380 6 (water)

DIS SUflface pressures to follow 0

-60 12 0.0 33 12 0.0 0 47.56 21 0.0 0 s0 22.5 0.0 0 79 22.5S 0.0 0

82. 75 25 0.0 0 96.25 34 0.0 0 106 40.5 0.0 0 14 8 42 0.0 0 210 44 0.0 0 260 44 0.0 0 290 44 0.0 0 295 44 0.0 0 380 44 0.0 0 ANAlysis/computation data follow Circle 100.61 388.47 404.45 TWO- stage computations COMpute HEAding follows-SEISMIC COEFFICIENT -0.50g ANAlysiS/COmputation data follow-Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0-so compute HEAding follows -

SEISMIC COEFFICIENT - 0.55g ANAlysis/computation data follow-Circle 100.61 388.47 404.45

• TWO-stage computations Page 3 page 23 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B Lant sSc(dyn).txt Piezometric Line 1

4 Dense to very dense silty sand (unsat) . .

125

• unit weight 2-stage Linear strength envelope 0 37 0 37 No pore pressures S Hard silty clay 130

• unit weight Conventional shear strength 4000 0 No pore pressures 6 Very stiff silt and clay 123

• unit weight Conventional shear strength 2000 0 No pore pressures 7 Medium dense clayey sand 125 - unit weight Conventional shear strength 2000 0 No pore pressures a Footing load 193.5 - unit weight Conventional shear strength 1000000 0 No pore pressures PIEzometric line data follow (for second stage 1 Piezometric Line

-60 6 380 6 DIS SURface pressures to follow (water)

-60 12 0.0 0 33 12 0.0 0 47.56 21 0.0 0 50 22.5 0.0 0 79 22.5 0.0 0 82.75 25 0.0 0 96.25 34 0.0 0 106 40.5 0.0 0 148 42 0.0 0 210 44 0.0 0 260 44 0.0 0 290 44 0.0 0 295 44 0.0 0 380 44 0.0 0 ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations COMpute HEAding follows -

SEISMIC COEFFICIENT 5 0.50g ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.50 COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.5g ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations Page 3 page 24 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B plant s5c~dyn) .txt SEIsmic Coefficient follows - l 0.55 COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.60g ANAlysislcomputation data follow -

Circle.

100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.60 COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.63g ANAlysis/coniputation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.63 COMpute HEAding follows -

SEISMIC COEFFICIENT . 0.64g ANA2ysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.64 COMpute HEAding follows -

SEISMIC COEFFICIENT = 0.65g ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage commutations SEIsmic Coefficient follows -

0.65 COMpute HEAding follows -

SEISMIC COEFFICIENT

• 0.669 ANAlysis/computation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.66 COMpute HEAding follows -

SEISMIC COEFFICIENT , 0.67g ANAlysis/comnutation data follow -

Circle 100.61 388.47 404.45 TWO-stage computations SEIsmic Coefficient follows -

0.67 COMpute HEAding follows -

SEISMIC COEFFICIENT a 0.70g ANAlysis/computation data follow -

Page 4 page 25 of 28

GEO.HBIP.02.07 Rev. 0 Attachment B plants5c(dyn).txt Circle 100.61 388.47 404.45 TWO-stage computations SEismic Coefficient follows -

0.70 COMpute I

Page 5 page 26 of 28

GEO.HBIP.02.07 Rev. 0 plant-sc5(dyn).out Atachment B TABLE NO. 1 COMPUTER PROGRAM DESIGNATION: UTEXAS4 Originally Coded By Stephen G. Wright Version No. 4.0.0.8 - Last Revision Date: 07/27/2001 (C) Copyright 1985-2000 S. G. Wright - All rights reserved

• RESULTS OF COMPUTATIONS PERFORMED USING THIS SOFTWARE *

• SHOULD NOT BE USED FOR DESIGN PURPOSES UNLESS THEY HAVE *

• BEEN VERIFIED BY INDEPENDENT ANALYSES, EXPERIMENTAL DATA *

• OR FIELD EXPERIENCE. THE USER SHOULD UNDERSTAND THE ALGORITHMS *

• AND ANALYTICAL PROCEDURES USED IN THIS SOFTWARE AND MUST HAVE *

• READ ALL DOCUMENTATION FOR THIS SOFTWARE BEFORE ATTEMPTING *

• TO USE IT. NEITHER SHINOAK SOFTWARE NOR STEPHEN G. WRIGHT

• MAKE OR ASSUME LIABILITY FOR ANY WARRANTIES, EXPRESSED OR *

• IMPLIED, CONCERNING THE ACCURACY, RELIABILITY, USEFULNESS

• OR ADAPTABILITY OF THIS SOFTWARE.

• UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Fri Aug 30 18:02:01 2002 Name of input data file: L:\Project\5000s\5117.015\Slope Stability\UTexas4\Plant side\with mat\longterm\plant-s5c(dyn).txt EST. OF YIELD ACCELERATION (Dynamic Loading)

HBPP ISFSI - Plant Side - 3000 psf footing load TABLE NO. 3

• NEW PROFILE LINE DATA *

• ****** ****************1**

Profile----- Line No. 1 - Material Type (Number): 1 -----

Description:

Med dense to dense sand & gravel Point X Y 1 -60.00 -16.00 2 380.00 -16.00 Profile -----Line No. 2 - Material Type (Number): 2 -----

Description:

Hard silt and silty clay Point X Y 1 -60.00 -6.00 2 380.00 -6.00 Profile -----Line No. 3 - Material Type (Number): 3 -----

==

Description:==

____Dense__to__ve___dense___silty__sand___sat)

==

Description:==

Dense to very dense silty sand (sat) page 27 of 28

GEO.HBIP.02.07 Rev. 0 plant..sc5(dyn).out Attachment B UTEXAS4 S/N:00107 - Version: 4.0.0.8 - Latest Revision: 07/27/2001 Licensed for use by: Larry Scheibel, Geomatrix Consultants Time and date of run: Fri Aug 30 18:02:01 2002 Name of input data file: L:\Project\5000s\5117.0l5\Slope Stability\UTexas4\Plant side\with mat\longterm\plant_s5c(dyn).txt SEISMIC COEFFICIENT = 0.66g TABLE NO. 51 22222222222222222222222222222222222222222222222222222222222222 2 Information for the Iterative Solution for the Factor of 2 2 Safety and Side Force Inclination by Spencer's Procedure 2 2 Second Stage of Multi-Stage Computations 2 22222222222222222222222222222222222222222222222222222222222222 Allowable force imbalance for convergence: 15 Allowable moment imbalance for convergence: 2208 Trial .Trial Factor Side Force Force Moment Delta Iter- of Inclination Imbalance Imbalance Delta-F Theta ation Safety (degrees) (lbs.) (ft.-lbs.) (degrees) 1 3.00000 17.1887 7.935e+005 2.282e+007 First-order corrections to F and Theta -6 .2056 5.2595 Reduced values - Deltas were too large -0.5000 0.4238 2 2.50000 17.6125 7.165e+005 2.034e+007 First-order corrections to F and Theta -3 .8877 5.6214 Reduced values - Deltas were too large -0.5000 0.7230 3 2.00000 18.3355 6.007e+005 1.648e+007 First-order corrections to F and Theta -2.0819 6.2661 Reduced values - Deltas were too large -0.5000 1.5049 4 1.50000 19.8404 4.067e+005 9.575e+006 First-order corrections to F and Theta -0.7867 7.7347 Reduced values - Deltas were too large -0.2914 2.8648 5 1.20863 22.7052 2.169e+005 2.935e+006 First-order corrections to F and Theta -0.2637 9.4156 Reduced values - Deltas were too large -0.0802 2.8648 6 1.12841 25.5700 1.451e+005 1.333e+006 First-order corrections to F and Theta -0.1469 8.9181 Reduced values - Deltas were too large -0.0472 2.8648 7 1.08121 28.4347 9.549e+004 4.985e+005 First-order corrections to F and Theta -0.0833 7.4175 Reduced values - Deltas were too large -0.0322 2 .8648 8 1.04906 31.2995 5.650e+004 3.533e+004 First-order corrections to F and Theta -0.0425 5.1882 Reduced values - Deltas were too large -0.0235 2 .8648 9 1.02559 34.1643 2.353e+004 -1.743e+005 First-order corrections to F and Theta -0.0149 2.4980 page 28 of 28

GEO.HBIP.02.07 Rev. 0 Attachment C Attachment C Excel spreadsheets for rotation of ground motions Input and Output Excerpts (see Table 7-7 for listing of files) page 1 of 13

7 GEO.HBIP.02 .0 Rev. 0 excerpt from SET1_FN_FLING_BC.ACC Attachment C target with fling Time history ma tched to spec trum::::SetTarg et:syn-soil-fn.

15999 0.0050

-2.29294E-04 -2.23550E-04 -2.29094E-04 -2.23487E-04 -2.29147E-04

-2.23613E-04 -2.29336E-04 -2.23855E-04 -2.29787E-04 -2.24390E-04

-2.32339E-04

-2.30386E-04 -2.25157E-04 -2.31215E-04 -2.26102E-04

-2.27288E-04 -2.33588E-04 -2.28632E-04 -2.35142E-04 -2.30249E-04

-2.36864E-04 -2.32066E-04 -2.38817E-04 -2.34145E-04 -2.41022E-04

-2.36413E-04 -2.43395E-04 -2.38807E-04 -2.45884E-04 -2.41495E-04

-2.48729E-04 -2.44246E-04 -2.51533E-04 -2.47175E-04 -2.54651 E-04

-2.50273E-04 -2.57843E-04 -2.53486E-04 -2.61235E-04 -2.56783E-04

-2.64584E-04 -2.60206E-04 -2.68007E-04 -2.63681 E-04 -2.71630E-04

-2.67283E-04 -2.75294E-04 -2.70832E-04 -2.78990E-04 -2.74559E-04

-2.82823E-04 -2.78402E-04 -2.86781 E-04 -2.82455E-04 -2.91013E-04

-2.86592E-04 -2.95402E-04 -2.91181 E-04 -3.001 90E-04 -2.96126E-04

-3.05524E-04 -3.01670E-04 -3.11519E-04 -3.07897E-04 -3.18397E-04

-3.15247E-04 -3.26303E-04 -3.23762E-04 -3.35701 E-04 -3.33895E-04

-3.46936E-04 -3.46075E-04 -3.60218E-04 -3.60523E-04 -3.76252E-04

-3.77984E-04 -3.95456E-04 -3.98869E-04 -4.18462E-04 -4.23901 E-04

-4.457B3E-04 -4.53595E-04 -4.78207E-04 -4.88927E-04 -5.16931 E-04

-5.30885E-04 -5.62637E-04 -5.80529E-04 -6.16681 E-04 -6.39193E-04

-6.80458E-04 -7.08262E-04 -7.55459E-04 -7.89637E-04 -8.43743E-04

-8.B4872E-04 -9.46706E-04 -9.96004E-04 -1.06645E-03 -1.12451 E-03

-1.20442E-03 -1.27246E-03 -1.36307E-03 -1.44256E-03 -1.54504E-03

-1.63649E-03 -1.75178E-03 -1.85657E-03 -1.98541 E-03 -2.10406E-03

-2.24728E-03 -2.38042E-03 -2.53876E-03 -2.68733E-03 -2.86132E-03

-3.02554E-03 -3.21538E-03 -3.39566E-03 -3.60104E-03 -3.79655E-03

-4.01747E-03 -4.22747E-03 -4.461 83E-03 -4.68422E-03 -4.92982E-03

-5.16166E-03 -5.41544E-03 -5.65526E-03 -5.91629E-03 -6.16168E-03

-6.42670E-03 -6.67408E-03 -6.93941 E-03 -7.18543E-03 -7.44709E-03

-7.68743E-03 -7.94174E-03 -8.17253E-03 -8.41529E-03 -8.63254E-03

-8.86018E-03 -9.06052E-03 -9.26999E-03 -9.45059E-03 -9.63823E-03

-9.79415E-03 -9.95543E-03 -1.00840E-02 -1.02163E-02 -1.03145E-02

-1.04158E-02 -1.04819E-02 -1.05503E-02 -1.05828E-02 -1.06164E-02

-1.06143E-02 -1.06122E-02 -1.05744E-02 -1.05387E-02 -1.04666E-02

-1.04049E-02 -1.03237E-02 -1.02604E-02 -1.01772E-02 -1.01 120E-02

-1.00269E-02 -9.95858E-03 -9.86912E-03 -9.79552E-03 -9.70049E-03

-9.62132E-03 -9.52000E-03 -9.43348E-03 -9.32491 E-03 -9.23177E-03

-9.11617E-03 -9.01673E-03 -8.89766E-03 -8.79676E-03 -8.67611 E-03

-8.57227E-03 -8.44963E-03 -8.34400E-03 -8.21873E-03 -8.11415E-03

-7.99109E-03 -7.88357E-03 -7.75852E-03 -7.65436E-03 -7.52993E-03

-7.42220E-03 -7.29536E-03 -7.18669E-03 -7.05691 E-03 -6.94225E-03

-6.80785E-03 -6.69035E-03 -6.55364E-03 -6.43793E-03 -6.30227E-03

-6.18394E-03 -6.05374E-03 -5.94674E-03 -5.82127E-03 -5.71606E-03

-5.59048E-03 -5.47319E-03 -5.32766E-03 -5.1977BE-03 -5.05088E-03

-4.92677E-03 -4.79185E-03 -4.68349E-03 -4.56200E-03 -4.46215E-03

-4.34717E-03 -4.26170E-03 -4.16951 E-03 -4.09738E-03 -4.00697E-03

-3.92759E-03 -3.80086E-03 -3.66709 E-03 -3.50959E-03 -3.37151 E-03

-3.21811 E-03 -3.10082E-03 -2.98585E-03 -2.89639E-03 -2.78173E-03

-2.66854E-03 -2.51629E-03 -2.37170E-03 -2.21641 E-03 -2.09618E-03

-1.96766E-03 -1.86455E-03 -1.75294E-03 -1.66631 E-03 -1.56121E-03

-1.47448E-03 -1.37473E-03 -1.31026E-03 -1.23749E-03 -1.17680E-03

-1.09511 E-03 -1.03207E-03 -9.36637E-04 -8.2981 OE-04 -6.7521 8E-04 page 2 of 13

GEO.HBIP.02.07 Rev. 0 excerpt from SETiFP.ACC Attachment C y matched to sp ectrum::::SetTa rget:synsoilf p.target Time histor 15999 0.005 8.41158E-05 8.46349E-05 8.55744E-05 8.44642E-05 8.53374E-05 8.37813E-05 8.46820E-05 8.34312E-05 8.42517E-05 8.50263E-05 8.38036E-05 8.24864E-05 8.32060E-05 8.19110E-05 8.30216E-05 8.12517E-05 8.19433E-05 8.05349E-05 8.11835E-05 8.26452E-05 8.03734E-05 7.88864E-05 7.94605E-05 7.78865E-05 7.97321 E-05 7.68426E-05 7.72888E-05 7.56130E-05 7.59186E-05 7.84114E-05 7.43994E-05 7.24948E-05 7.25528E-05 7.05370E-05 7.41799E-05 6.81603E-05 6.78435E-05 6.53544E-05 6.47248E-05 7.04333E-05 6.09499E-05 5.7781 SE-05 5.62669E-05 5.25411 E-05 6.19081 E-05 4.61940E-05 4.33388E-05 3.82816E-05 3.46168E-05 5.05152E-05 2.39241 E-05 1.69037E-05 1.12671 E-05 3.18731 E-06 2.85895E-05

-1.27980E-05 -2.07812E-05 -3.12391 E-05 -4.07311 E-05

-3.63776E-06

-6.40408E-05 -7.78796E-05 -9.1 0988E-05 -1.06902E-04

-5.27745E-05

-1.40207E-04 -1.5791 OE-04 -1.78268E-04 -1.98407E-04

-1.22189E-04

-2.441 65E-04 -2.69868E-04 -2.95572E-04 -3.24267E-04

-2.21317E-04

-3.85198E-04 -4.17631 E-04 -4.53016E-04 -4.89009E -3.53237E-04

-5.67747E-04 -6.10376E-04 -6.53909E-04 -7.00359E-04

-5.28026E-04

-7.98333E-04 -8.4991 BE-04 -9.04444E-04 -9.60239E-04

-7.47829E-04

-1.07902E-03 -1.14231E-03 -1.20737E-03 -1.27549E-03

-1.01889E-03

-1.41895E-03 -1.49452E-03 -1.57345E-03 -1.65479E-03

-1 .34560E-03

-1.82703E-03 -1.91814E-03 -2.01186E-03 -2.10938E-03

-1.73960E-03

-2.31469E-03 -2.42250E-03 -2.53440E-03 -2.64975E-03

-2.21015E-03

-2.89213E-03 -3.01936E-03 -3.15079E-03 -3.28673E-03

-2.76910E-03

-3.5711OE-03 -3.71923E-03 -3.87123E-03 -4.02638E-03

-3.42686E-03

-4.34520E-03 -4.50792E-03 -4.67169E-03 -4.83587E-03

-4.18469E-03

-5.16383E-03 -5.32823E-03 -5.49240E-03 -5.65638E-03

-4.99974E-03

-5.98203E-03 -6.14264E-03 -6.30053E-03 -6.45600E-03

-5.82005E-03

-6.75591 E-03 -6.89868E-03 -7.03662E-03 -7.16794E-03

-6.60780E-03

-7.41063E-03 -7.52095E-03 -7.62244E-03 -7.71597E-03

-7.29306E-03

-7.B7540E-03 -7.94046E-03 -7.99618E-03 -8.04109E-03

-7.79994E-03

-8.09929E-03 -8.11259E-03 -8.1 1423E-03 -8.10559E-03

-8.07591 E-03

-8.05396E-03 -8.01088E-03 -7.95803E-03 -7.89384E-03

-8.08498E-03

-7.75391 E-03 -7.68384E-03 -7.61220E-03 -7.54055E-03

-7.82461 E-03

-7.39516E-03 -7.32057E-03 -7.24504E-03 -7.1671 OE-03

-7.46764E-03

-7.00774E-03 -6.92602E-03 -6.84219E-03 -6.75753E-03

-7.08862E-03

-6.58326E-03 -6.49377E-03 -6.40332E-03 -6.31026E-03

-6.67075E-03

-6.11961 E-03 -6.02244E-03 -5.92308E-03 -5.82267E-03

-6.21593E-03

-5.61722E-03 -5.51217E-03 -5.40641 E-03 -5.29885E-03

-5.72036E-03

-5.08028E-03 -4.96946E-03 -4.85540E-03 -4.74185E-03

-5.19077E-03

-4.50868E-03 -4.39808E-03 -4.27120E-03 4.11808E-03

-4.62632E-03

-3.87157E-03 -3.7471 OE-03 -3.62433E-03 3.50280E-03

-3.98763E-03

- 2.89362E-03.

-3.37960E-03 -3.25829E-03 -3.13583E-03 -3.01472E-03

-2.53882E-03 -2.42150E-03 - 2.30554E-03

-2.77430E-03 -2.65572E-03

- 1.72702E-03

-2.18990E-03 -2.07509E-03 -1.95862E-03 -1.84255E-03

-1.50266E-03 -1.39269E-03 -1.28177E-03 1.17212E-03

-1.61431 E-03

-9.59938E-04 -8.59038E-04 -7.61140E-04 5.62403E-04

-1.06403E-03

-4.66880E-04 -3.72070E-04 -2.77962E-04 1.B6575E-04

-5.64054E-04

-4.09637E-06 8.66820E-05 1.74719E-04 2.60264E-04

-9.50400E-05 4.17713E-04 4.94380E-04 5.72779E-04 6.51274E-04 3.402BOE-04 8.0591 OE-04 8.80383E-04 9.50802E-04 1.02031 E-03 7.30083E-04 page 3 of 13

GEO.HBIP.02.0 7 Rev. 0 excerpt from SET1 ROT.XLS Attachment C Setl:

Acceleration Time Histories deg 15999 350 NPTS =

DT = 0.005 FN FP a-a' (4 rotate)

Time (sec) Fault Normal Fault Parallel 0.000' -.229294E-03 .846349E-04 .1231 66E-03 0.005 -.223550E-03 .855744E-04 .123093E-03 0.010 -.229094E-03 .844642E-04 .122963E-03 0.015 -.223487E-03 .853374E-04 .122849E-03 0.020 -.229147E-03 .841158E-04 .122629E-03 0.025 -.223613E-03 .850263E-04 .122565E-03 0.030 -.229336E-03 .837813E-04 .122332E-03 0.035 -.223855E-03 .846820E-04 .122267E-03 0.040 -.229787E-03 .834312E-04 .122066E-03 0.045 -.224390E-03 .842517E-04 .121937E-03 0.050 -. 230386E-03 .830216E-04 .121766E-03 0.055 -. 225157E-03 .838036E-04 .121629E-03 0.060 -.231215E-03 .824864E-04 .121383E-03 0.065 -.226102E-03 .832060E-04 .121204E-03 0.070 -. 232339E-03 .819110E-04 .121012E-03 0.075 -.227288E-03 .826452E-04 .120858E-03 0.080 -. 233588E-03 .812517E-04 .120579E-03 0.085 -.228632E-03 .819433E-04 .120400E-03 0.090 -. 235142E-03 .805349E-04 .120143E-03 0.095 -. 230249E-03 .811835E-04 .119932E-03 0.100 -.236864E-03 .797321 E-04 .119652E-03 0.105 -. 232066E-03 .803734E-04 .119450E-03 0.110 -.238817E-03 .788864E-04 .119158E-03 0.115 -.234145E-03 .794605E-04 .118912E-03 0.120 -. 241022E-03 .778865E-04 .11 8556E-03 0.125 -.236413E-03 .784114E-04 .118273E-03 0.130 -.243395E-03 .768426E-04 .117940E-03 0.135 -.238807E-03 .772888E-04 .117583E-03 0.140 -.245884E-03 .756130E-04 .117162E-03 0.145 -.241495E-03 .759186E-04 .116700E-03 0.150 -.248729E-03 .741799E-04 .116244E-03 0.155 -.244246E-03 .743994E-04 .115682E-03 0.160 -.251533E-03 .724948E-04 .115072E-03 0.165 -.247175E-03 .725528E-04 .114372E-03 0.170 -. 254651 E-03 .705370E-04 .113685E-03 0.175 -.250273E-03 .704333E-04 .112823E-03 0.180 -.257843E-03 .681603E-04 .111899E-03 0.185 -.253486E-03 .678435E-04 .110630E-03 0.190 -.261235E-03 .653544E-04 .109725E-03 0.195 -.256783E-03 .647248E-04 .108331 E-03 0.200 -.264584E-03 .619081 E-04 .106912E-03 0.205 -.260206E-03 .609499E-04 .10520BE-03 0.210 -. 268007E-03 .577815E-04 .103443E-03 0.215 -.263681 E-03 .562669E-04 .101200E-03 0.220 -.271630E-03 .525411 E-04 .989109E-04 page 4 of 13

( (

excerpt from S1AA.AC8 Setl:

15999 0.0050 1.23166E-04 1.23093E-04 1.22963E-04 1.22849E-04 1.22629E-04 1.22565E-04 1.22332E-04 1.22267E-04 1.22066E-04 1.21937E-04 1.21766E-04 1.21629E-04 1.21383E-04 1.21204E-04 1.21012E-04 1.20858E-04 1.20579E-04 1.20400E-04 1.20143E-04 1.19932E-04 1.19652E-04 1.1945OE-04 1.18556E-04 1.19158E-04 1.18912E-04 1.18273E-04 1.17940E-04 1.17583E-04 1.17162E-04 1.16700E-04 1.16244E-04 1.15072E-04 1.15682E-04 1.14372E-04 1.13685E-04 1.12823E-04 1.11899E-04 1.10830E-04 1.09725E-04 1.06912E-04 1.08331 E-04 1.05208E-04 1.03443E-04 1.01 200E-04 9.89109E-05 9.61609E-05 9.32965E-05 8.61462E-05 8.17676E-05 8.97098E-05 7.72669E-05 7.19047E-05 6.64459E-05 6.01438E-05 5.36728E-05 4.61837E-05 3.86924E-05 3.00976E-05 2.13630E-05 1.13095E-05 1.08098E-06 -1.06834E-05 -2.26017E-05 -3.62491 E-05

-4.99884E-05 -6.55901 E-05 -8.14145E-05 -9.92898E-05 -1.17266E-04 -1.37412E-04 -1.57710E-04 -1.80360E-04

-2.03217E-04 -2.28477E-04 -2.54005E-04 -2.82234E-04 -3.10675E-04 -3.42024E-04 -3.73469E-04 -4.07970E-04

-4.42595E-04 -4.80355E-04 -5.18063E-04 -5.59073E-04 -5.99955E-04 -6.44280E-04 -6.88504E-04 -7.36198E-04

-7.8361 8E-04 -8.34656E-04 -8.85251 E-04 -9.39641 E-04 -9.93767E-04 -1.05191 E-03 -1.10960E-03 -1.17150E-03

-1.23300E-03 -1.29886E-03 -1.36435E-03 -1.43438E-03 -1.50402E-03 -1.57831 E-03 -1.65230E-03 -1.73080E-03

-1.80904E-03 -1.89239E-03 -1.97534E-03 -2.06330E-03 -2.15113E-03 -2.24413E-03 -2.33680E-03 -2.43484E-03

-2.53264E-03 -2.63627E-03 -2.73994E-03 -2.84942E-03 -2.95850E-03 -3.07307E-03 -3.18711 E-03 -3.30595E-03 o0 -3.42349E-03 -3.5451 OE-03 -3.66465E-03 -3.78731 E-03 -3.90635E-03 0 -4.02747E-03 -4.14499E-03 -4.26525E-03

-4.38161 E-03 -4.50048E-03 -4.61564E-03 -4.73221 E-03 -4.84430E-03 -4.95707E-03 -5.06474E-03 -5.17250E-03

-5.27420E-03 -5.37473E-03 -5.46842E-03 -5.56002E-03 -5.64371 E-03 -5.72470E-03 -5.79697E-03 -5.86556E-03 w

-5.92508E-03 -5.98070E-03 -6.02701 E-03 -6.06875E-03 -6.10066E-03 -6.12783E-03 -6.14453E-03 -6.15608E-03

-6.15731 E-03 -6.15327E-03 -6.13893E-03 -6.11900E-03 -6.08881 E-03 -6.05295E-03 -6.0071 1E-03 -5.95640E-03

-5.89894E-03 -5.84342E-03 -5.78540E-03 -5.72930E-03 -5.67007E-03 -5.61304E-03 -5.55352E-03 -5.49560E-03

-5.43400E-03 -5.37374E-03 -5.31021 E-03 -5.24815E-03 -5.18269E-03 -5.11899E-03 -5.05178E-03 -4.98640E-03

-4.91751 E-03 -4.85005E-03 -4.77850E-03 -4.70780E-03 -4.63293E-03 -4.55938E-03 -4.48203E-03 -4.40593E-03

-4.32520E-03 -4.24581 E-03 -4.16291 E-03 -4.08118E-03 -3.99511 E-03 -3.91079E-03 -3.82306E-03 -3.73627E-03

-3.64601 E-03 -3.55622E-03 -3.46430E-03 -3.37387E-03 -3.27841 E-03 -3.19324 E-03 -3.08838E-03 -2.96114E-03

-2.85322E-03 -2.76153E-03 -2.65754E-03 -2.55841 E-03 -2.45700E-03 -2.35748E-03 -2.25838E-03 -2.16305E-03

-2.06633E-03 -1.97258E-03 -1.87663E-03 -1.78328E-03 -1.68697E-03 -1.59253E-03 -1.49567E-03 -1.40175E-03

-1.30353E-03 -1.20483E-03 -1.10305E-03 -1.00498E-03 -9.07768E-04 -8.19814E-04 -7.34746E-04 -6.52859E-04

-5.68851 E-04 -4.89044E-04 -4.06903E-04 -3.27499E-04 -2.46623E-04 -1.69297E-04 -9.20973E-05 -2.28383E-05 4.54244E-05 1.1 1136E-04 1.80258E-04 2.48084E-04 3.19742E-04 3.89760E-04 4.61416E-04 5.91151 E-04 6.50086E-04 7.14393E-04 5.27411 E-04 7.78965E-04 8.45729E-04 9.09155E-04 9.72883E-04 1.08045E-03 1.12206E-03 1.16816E-03 1.02965E-03 C) 1.21394E-03 1.25278E-03 1.28267E-03 1.32216E-03 M 1.40380E-03 1.44201 E-03 1.48601 E-03 1.36375E-03 1.52691 E-03 1.56744E-03 1.60387E-03 1.64422E-03 1.74575E-03 1.80532E-03 1.87475E-03 1.68935E-03 1.94046E-03 1.99405E-03 2.04028E-03 2.09390E-03

>0 2.19624E-03 2.25305E-03 2.31642E-03 2.37348E-03 2.14399E-03 2.42997E-03 2.48253E-03 2.53786E-03 2.59881 E-03

>b 0tJ

GEO.HBIP.02. 0 7 Rev. 0 excerpt from SET1 ROT.XLS Attachment C Setl:

Acceleraflon Time Histoies deg 15999 31 NPTS =

DT= 0.005 FN FP b-b' (Orotate)

Time (sec) Fault Normal Fault Parallel 0.000 -.229294E-03 .846349E-04 -.455488E-04 0.005 -.223550E-03 .855744E-04 -.417852E-04 0.010 -.229094E-03 .844642E-04 -.455922E-04 0.015 -.223487E-03 .853374E-04 -.419559E-04 0.020 -.229147E-03 .841158E-04 -.459181 E-04 0.025 -.223613E-03 .850263E-04 -.422875E-04 0.030 -.229336E-03 .837813E-04 -.463022E-04 0.035 -.223855E-03 .846820E-04 -.427072E-04 0.040 -.229787E-03 .834312E-04 -.468345E-04 0.045 -.224390E-03 .842517E-04 -.433516E-04 0.050 -.230386E-03 .830216E-04 -A74942E-04 0.055 -.225157E-03 .838036E-04 *-.441307E-04 0.060 -.231215E-03 .824864E-04 -.483799E-04 0.065 -.226102E-03 .832060E-04 -.451297E-04 0.070 -.232339E-03 .81911 OE-04 -.494520E-04 0.075 -.227288E-03 .826452E-04 -.462212E-04 0.080 -.233588E-03 .812517E-04 -.506604E-04 0.085 -.228632E-03 .819433E-04 -.475151 E-04 0.090 -.235142E-03 .805349E-04 -.520752E-04 0.095 -.230249E-03 .811835E-04 -.489992E-04 0.100 -.236864E-03 .797321 E-04 -.536503E-04 0.105 -.232066E-03 .803734E-04 -.506294E-04 0.110 -.238817E-03 .788864E-04 -.55381 OE-04 0.115 -.234145E-03 .794605E-04 -.524826E-04 0.120 -.241022E-03 .778865E-04 -.573738E-04 0.125 -.236413E-03 .784114E-04 -.545500E-04 0.130 -.243395E-03 .768426E-04 -.594908E-04 0.135 -.238807E-03 .772888E-04 -.567452E-04 0.140 -.245884E-03 .756130E-04 -.618266E-04 0.145 -.241495E-03 .759186E-04 -.593042E-04 0.150 -.248729E-03 .741799E-04 -.645204E-04 0.155 -.244246E-03 .743994E-04 -.620232E-04 0.160 -.251533E-03 .724948E-04 -.674089E-04 0.165 -z247175E-03 .725528E-04 -.651147E-04 0.170 -.254651 E-03 .705370E-04 -.706930E-04 0.175 -.250273E-03 .704333E-04 -.685270E-04 0.180 -.257843E-03 .681603E-04 -.743742E-04 0.185 -.253486E-03 .678435E-04 -.724017E-04 0.190 -.261235E-03 .653544E-04 -.785263E-04 0.195 .256783E-03 .647248E-04 -.767730E-04 0.200 -.264584E-03 .619081 E-04 -.832052E-04 0.205 -.260206E-03 .609499E-04 -.817718E-04 0.210 -.268007E-03 .577815E-04 -.885054E-04 0.215 -.263681 E-03 .562669E-04 -.875756E-04 0.220 -.271630E-03 .525411 E-04 -.948633E-04 page 6 of 13

(1 excerpt from S1 BB.AC8 Se1:

15999 0.0050

-4.55488E'05 -4.17852E-05 -4.55922E-05 -4.19559E-05 -4.59181 E-05 -4.22875E-05 -4.63022E-05 -4.27072E-05

-4.68345E-05 -4.33516E-05 -4.74942E-05 -4.41307E-05 -4.83799E-05 -4.51297E-05 *4.94520E-05 -4.62212E-05

-5.06604E-05 -4.75151 E-05 -5.20752E-05 -4.89992E-05 -5.36503E-05 -5.06294E-05 -5.5381 OE-05 -5.24826E-05

-5.73738E-05 -5.45500E-05 -5.94908E-05 -5.67452E-05 -6.18266E-05 -5.93042E-05 -6.45204E-05 -6.20232E-05

-6.74089E-05 -6.51147E-05 -7.06930E-05 -6.85270E-05 -7.43742E-05 -7.24017E-05 -7.85263E-05 -7.67730E-05

-8.32052E-05 -8.17718E-05 -8.85054 E-05 -8.75756E-05 -9.48633E-05 -9.4361 OE-05 -1.02191 E-04 -1.02340E-04

-1.10877E-04 -1.11736E-04 -1.21159E-04 -1.22881 E-04 -1.33214E-04 -1.35817E-04 -1.47151 E-04 -1.50724E-04

-1.63113E-04 -1.67782E-04 -1.81386E-04 -1.87430E-04 -2.02593E-04

-2.55619E-04 -2.10265E-04 -2.27200E-04 -2.36666E-04

-2.671 OOE-04 -2.88239E-04 -3.02105E-04 -3.25704E-04 -3.42037E-04

-4.16848E-04 -3.68391 E-04 -3.87532E-04

-4.39038E-04 -4.71735E-04 -4.97459E-04 -5.33854E-04 -5.63413E-04

-6.82202E-04 -6.03835E-04 -6.37488E-04

-7.20272E-04 -7.69489E-04 -8.12325E-04 -8.66564E-04 -9.14440E-04

-1.09287E-03 -9.74084E-04 -1.02752E-03

-1.15229E-03 -1.22382E-03 -1.28968E-03 -1.36824E-03 -1.44161E-03

-1.70387E-03 -1.52787E-03 -1.60914E-03

-1.79403E-03 -1.89797E-03 -1.99760E-03 -2.11145E-03 -2.22144E-03

-2.60384E-03 -2.34620E-03 -2.46748E-03

-2.73732E-03 -2.88631 E-03 -3.03269E-03 -3.19496E-03 -3.35495E-03

-3.89565E-03 -3.53102E-03 -3.70505E-03

-4.08483E-03 -4.29097E-03 -4.49566E-03 -4.71707E-03 -4.93689E-03

-5.65613E-03 -5.17297E-03 -5.40665E-03 (IQ

-5.90187E-03 -6.16206E-03 -6.41697E-03 -6.68419E-03 -6.94407E 03

-j

-7.75502E-03 -7.21542E-03 -7.47985E-03

-8.02196E-03 -8.29875E-03 -8.56500E-03 -8.83933E-03 -9.10137E-03 0

-9.88124E-03 -9.36941 E-03 -9.62331 E-03 I-. -1.01225E-02 -1.03658E-02 -1.05902E-02 -1.0,147E-02 -1.10187E-02

-1.15779E-02 -1.12211 E-02 -1.14011 E-02

-1..17302E-02 -1.18780E-02 -1.19999E-02 -1.21158E-02 -1.22049E-02

-1.23877E-02 -1.22869E-02 -1.2341 OE-02

-1.24058E-02 -1.24157E-02 -1.23969E-02 -1.23693E-02 -1.23129E-02

-1.20659E-02 -1.19635E-02 -1.22492E-02 -1.21570E-02

-1.18708E-02 -1.17666E-02 -1.16716E-02 -1.15653E-02 -1.14679E-02

-1.12553E-02 -1.1 1395E-02 -1.10315E-02 -1.1 3579E-02

-1.091 OOE-02 -1.07954E-02 -1.06676E-02 -1.05470E-02

-1.02869E-02 -1.01489E-02 -1.00194E-02 -1.04131 E-02

-9.87747E-03 -9.74313E-03 -9.59741 E-03 -9.45972E-03

-9.1701 OE-03 -9.01902E-03 -8.87523E-03 -9.31003E-03

-8.72079E-03 -8.57648E-03 -8.42020E-03 -8.27207E-03

-7.96108E-03 -7.79647E-03 -7.64008E-03 -7.47183E-03 -8.1 1204E-03

-6.60303E-03 -7.31048E-03 -7.14527E-03 -6.97691 E-03 -6.77579E-03

-6.43649E-03 -6.27469E-03 -6.10483E-03 -5.94647E-03

-5.26117E-03 -5.08171 E-03 -4.91551 E-03 -5.77620E-03 -5.611 80E-03 -5.43187E-03

-4.74438E-03 -4.58837E-03 -4.42523E-03 -4.27441 E-03

-3.97364E-03 -3.82632E-03 -3.68968E-03 -3.54409E-03 -4.11607E-03

-2.74115E-03 -3.40659E-03 -3.24561 E-03 -3.08246E-03 -2.90626E-03

-2.56950E-03 -2.41987E-03 -2.27417E-03 -2.14418E-03

-1.54044E-03 -1.37980E-03 -1.23954E-03 -2.00049E-03 -1.85789E-03 -1.69618E-03

-1.09489E-03 -9.63826E-04 -8.28530E-04 -7.08450E-04

-4.67737E-04 -3.49988E-04 -2.51068E-04 -5.80993E-04

-1.46387E-04 -4.78459E-05 6.17798E-05 3.87613E-04 5.26812E-04 6.48679E-04 1.59244E-04 2.72232E-04 7.64265E-04 8.79682E-04 1,01 850E-03 1.41618E-03 1.57232E-03 3 1.70696E-03 1.13870E-03 1.27337E-03 1.83813E-03 1.95253E-03 2.08181 E-03 2.19197E-03 2.34057E-03 2.38899E-03 I 2.40773E-03 3 2.28322E-03 2.45773E-03 2.55004E-03 2.65946E-03 I)

C 2.94272E-03 3.05604E-03 33.15897E-03 2.73579E-03 2.83492E-03 3.28781 E-03 3.41001 E-03 3.54424E-03 3.67543E-03 3.79312E-03

> -2 no

GEO.HBIP.02.07 Rev. 0 excerpt from SET3-FNFLINGBC.ACC Attachment C arget with fling rum::::SetTarge t:synsoil_fn.t Time history mat ched to spect 15999 0.0050 3.26305E-04 3.26473E-04 3.22672E-04 3.26925E-0, 43.22966E-04 5E-04 3.23292E-04 3.22872E-04 3.2671 3.22578E&0e 4 3.26379E-04 3.29424E-04 3.27355E-04 I 3.24016E-04 3.28258E-04 3.25098E-04 3.27922E-04 3.32616E-04 3.29781 E-04 3.2641 OE-0443.30862E-04 3.39294E-04 3.34579E-04 43.31860E-04 3.36774E-04 3.34149E-04 3.39556E-04: 3.45069E-04 3.4264-3E-04 3.36732E-04 3.421 08E-04 3.55453E-04 3.51778E-04 3.49447E-04 3.4831 3E-04 3.45898E-04 3.61 333E-04 3.53143E-04 3.59391 E-04 3.57112E-04 3.63486E-04 3.72621 E-04 3.70479E-.04 3.77398E-04 3.67843E-04 3.65733E-04 3.86176E-04 3.75372E-04 3.82554E-04 3.80569E-04 3:88014E-04 4.0011 OE-04 3.98535E-04 4.06914E-04 3.93883E-04 3.92088E-04 4.21131 E-04 4.0531 8E-04 4.14211 E-04 4.12920E-04 4.22212E-04 4.40598E-04 4.40041 E-04 4.51087E-04 4.30938E-04 4.30203E-04 4.76476E-04 4.50951 E-04 4.62690E.04 4.63005E-04 4.75563E-04 E-04

&.05771 E-04 5.08060E 04 5.23611

.)-

4.89853E-04 4.91334E-04 5.70850E-04 5.4771 9E-04 5.6581 OE-04 5.26803E-04 5.43519E-04 6.24211 E-04 6.46240E-04 5.90233E-04 5.96355E-04 6.17061 E-04 6.86340E-04 7.1 0448E-04 7.19856E-04 6.54294E-04 6.77509E-04 8.19154E-04 7.44825E-04 7.54695E-04 7.80861 E-04 7.91760E-04 E-04 9.1561 8E-04 8.30988E-04 8.59674E-04 8.72326E-04 9.02241 9.94830E-04 1.01291 E-03 1.05085E-03 9.46540E-04 9.61177E-04 1.23071 E-03 1.07342E-03 1.11668E-03 1.14493E-03 1.1 9512E-03 1.40165E-03 1.45247E-03 1.52461 E-03 1.28941 E-03 1.33414E-03 1.85042E-03 1.57952E-03 1.65554E-03 1.71340E-03 1.79162E-03 2.06053E-03 2.11166E-03 2.17813E-03 1.92854E-03 1.98566E-03 2.35978E-03 2.21761 E-03 2.2721 OE-03 2.30087E-03 2.34403E-03 2.39380E-03 2.36954E-03 2.35327E-03 2.38792E-03 2.38592E-03 0946E-03 2.00362E-03 2.30297E-03 2.25929E-03 2.18086E-03 2.1 1.65859E-03 1.51138E-03 1.37855E-03 1 .90576E-03 1.77650E-03 6.56079E-04 1.22147E-03 1.08445E-03 9.28806E-04 7.99215E-04 5.44831 E-04 4.27032E-04 3.44386E-04 2.56795E-04 2.06605E-04 1.26207E-04 1.451 8OE-04 1.59219E-04 1.53906E-04 1.42083E-04 3.32826E-04 2.77050E-04 2.99068E-04 2.04421 E-04 2.30178E-04 4.08783E-04 3.44355E-04 3.78669E-04 3.87069E-04 4.1 0904E-04 4.38193E-04 4.27504E-04 4.32975E-04 4.22548E-04 4.18831 E-04 3.96445E-04 3.69618E-04 4.20312E-04 4.22947E-04 3.98566E-04 3.05830E-04 2.68629E-04 2.51451 E-04 3.54319E-04 3.18294E-04 1.21608E-04 2.14407E-04 1.9741 8E-04 1.61760E-04 1.52142E-04 8.18093E-05 6.09132E-05 6.41252E-05 1.11591 E-04 8.45403E-05 6.99296E-05 5.02442E-05 6.08481 E-05 5.28891 E-05 6.93636E-05 1.32223E-04 1.47679E-04 1.84303E-04 9.50508E-05 1.01297E-04 2.79381 E-04 1.92672E-04 2.18670E-04 2.31427E-04 2.68167E-04 3.65922E-04 3.91972E-04 4.66039E-04 3.1591 OE-04 3.34128E-04 7.2541 OE-04 5.13730E-04 5.72446E-04 6-20337E-04 6.86539E-04 8.99889E-04 9.23472E-04 9.83563E-04 7.98595E-04 8.50665E-04 1.1 6236E-03 1.1 8945E-03 1.021 81 E-03 1.07195E-03 1.10692E-03 1.39378E-03 1.43830E-03 1.51411 E-03 1.25518E-03 1.31923E-03 1.84360E-03 1.57385E-03 1.65155E-03 1.70815E-03 1.78690E-03 2.03564E-03 2.08783E-03 2.14495E-03 1.91489E-03 1.96172E-03 2.31 001 E-03 2.33342E-03 2.17256E-03 2.22695E-03 2.26118E-03 page 8 of 13

GEO.HBIP.02.07 Rev. 0 excerpt from SET3_FP.ACC Attachment C Time history matched to sp ectrum::::SetTa rget:synsoilf p.target 15999 0.005 2.64608E-05 2.41402E-05 2.63955E-05 2.41379E-05 2.64552E-05 2.41346E-05 2.64686E-05 2.42488E-05 2.65829E-05 2.43515E-05 2.66930E-05 2.45876E-05 2.69721 E-05 2.47964E-05 2.72156E-05 2.51533E-05 2.76196E-05 2.55489E-05 2.80238E-05 2.60234E-05 2.85685E-05 2.65294E-05 2.91680E-05 2.72076E-05 2.98776E-05 2.79792E-05 3.06566E-05 2.87897E-05 3.15847E-05 2.97651 E-05 3.25832E-05 3.08496E-05 3.37465E-05 3.20434E-05 3.49561 E-05 3.33946E-05 3.63850E-05 3.47838E-05 3.78528E-05 3.63692E-05 3.94625E-05 3.80565E-05 4.13325E-05 3.99034E-05 4.32119E-05 4.19236E-05 4.52395E-05 4.39700E-05 4.74812E-05 4.63115E-05 4.98101 E-05 4.86625E-05 5.22440E-05 5.12224E-05 5.48239E-05 5.38946E-05 5.75465E-05 5.67013E-05 6.04760E-05 5.95678E-05 6.33425E-05 6.26002E-05 6.64506E-05 6.57282E-05 6.94799E-05 6.88824E-05 7.27339E-05 7.20840E-05 7.59585E-05 7.54135E-05 7.92577E-05 7.87127E-05 8.24466E-05 8.i 6878E-05 8.57846E-05 8.52082E-05 8.89578E-05 8.8451 BE-05 9.21079E-05 9.14853E-05 9.50784E-05 9.45410E-05 9.80406E-05 9.74296E-05 1.00815E-04 1.00215E-04 1.03524E-04 1.02916E-04 1.06196E-04 1.05671 E-04 1.08952E-04 1.08455E-04 1.1 1962E-04 1.1 1705E-04 1.15376E-04 1.15507E-04 1.1 9734E-04 1.20621 E-04 1.25519E-04 1.27404E-04 1.33468E-04 1.36707E-04 1.44389E-04 1.49696E-04 1.59551 E-04 1.80645E-04 1.92148E-04 2.08974E-04 2.25023E-04 1.67630E-04 2.46953E-04 2.68389E-04 2.96262E-04 3.24533E-04 3.59556E-04 3.95545E-04 4.38841 E-04 4.83576E-04 5.35977E-04 5.90342E-04 6.52706E-04 7.17308E-04 7.89773E-04 8.64633E-04 9.47126E-04 1.03180E-03 1.12338E-03 1.21661 E-03 1.31594E-03 1.41579E-03 1.52068E-03 1.62452E-03 1.73193E-03 1.83661 E-03 1.94276E-03 2.04471 E-03 2.14614E-03 2.24115E-03 2.33376E-03 2.41796E-03 2.49755E-03 2.56663E-03 2.62932E-03 2.68118E-03 2.72570E-03 2.75824E-03 2.78343E-03 2.79644E-03 2.80127E-03 2.79360E-03 2.77827E-03 2.75148E-03 2.71652E-03 2.67073E-03 2.62022E-03 2.56111 E-03 2.49631 E-03 2.42313E-03 2.34699E-03 2.26446E-03 2.18360E-03 2.10328E-03 2.02714E-03 1.95154E-03 1.88160E-03 1.81188E-03 1.74645E-03 1.68251 E-03 1.62338E-03 1.56311 E-03 1.50546E-03 1.44739E-03 1.39331 E-03 1.33808E-03 1.28588E-03 1.23338E-03 1.18329E-03 1.12837E-03 1.07556E-03 1.02320E-03 9.72947E-04 9.19780E-04 8.69469E-04 8.16829E-04 7.66959E-04 7.18780E-04 6.71965E-04 6.20637E-04 5.73581 E-04 5.25549E-04 4.74724E-04 4.19353E-04 3.68812E-04 3.16674E-04 2.64464E-04 2.11076E-04 1.58172E-04 1.04599E-04 6.04061 E-05 1.44051 E-05 page 9 of 13

GEO.HBIP.02.0 7 Rev. 0 excerpt from SET3ROT.XLS Attachment C Set3:

AccOlOration Time Histores deg 15999 350 NPTS =

DT = 0.005 FN FP a-a' (brotate)

Time (sec) Fault Normal Fault Parallel 0.000 .326925E-03 .264608E-04 -.3071 11 E-04 0.005 .322966E-03 .241402E-04 -.323090E-04 0.010 .326473E-03 .263955E-04 -.306969E-04 0.01S .322672E-03 .241379E-04 -.322602E-04 0.020 .326305E-03 .264552E-04 -.306090E-04 0.025 .322578E-03 .241 346E-04 -.322472E-04 0.030 .326379E-03 .264686E-04 -.306086E-04 0.035 .322872E-03 .242488E-04 -.321857E-04 0.040 .326715E-03 .26582gE-04 -.305545E-04 -3 0.045 .323292E-03 .243515E-04 -.321575E-04 0:050 .327355E-03 .266930E-04 -.305571 E-04 0.055 .32401 6E-03 .245876E-04 -.320507E-04 0.060 .328258E-03 .269721 E-04 -.304391 E-04 0.065 .325098E-03 .247964E-04 -.320330E-04 0.070 .329424E-03 .272156E-04 -.304018E-04 0.075 .32641 OE-03 .251533E-04 -.319094E-04 0.080 .330862E-03 .276196E-04 -.302536E-04 0.085 .327922E-03 .255489E-04 -.317823E-04 0.090 .332616E-03 .280238E-04 -.301601 E-04 0.095 .329781 E-03 .260234E-04 -.316378E-04 0.100 .334579E-03 .285685E-04 -.299646E-04 0.105 .331860E-03 .265294E-04 -.315005E-04 0.110 .336774E-03 .291680E-04, -.297554E-04 0.115 .334149E-03 .272076E-04 -.312301 E-04 0.120 .339294E-03 .298776E-04 -.294941 E-04 0.125 .336732E-03 .279792E-04 -.309187E-04 0.130 .342108E-03 .306566E-04 -.292155E-04 0.135 .339556E-03 .287897E-04 -.306109E-04 0.140 .345069E-03 .315847E-04 -.288157E-04 0.145 .342643E-03 .297651 E-04 -.301865E-04 0.150 .348313E-03 .325832E-04 -.283957E-04 0.155 .345898E-03 .308496E-04 -.296836E-04 0.160 .351778E-03 .337465E-04 -.278518E-04 0.165 .349447E-03 .320434E-04 -.291243E-04 0.170 .355453E-03 .349561 E-04 -.272988E-04 0.175 .353143E-03 .333946E-04 -.284354E-04 0.180 .359391 E-03 .363850E-04 -.265753E-04 0.185 .357112E-03 .347B38E-04 -.277565E-04 0.190 .363486E-03 .378528E-04 -.258409E-04 0.195 .361333E-03 .363692E-04 -.269282E-04 0.200 .367843E-03 .394625E-04 -.250123E-04 0.205 .365733E-03 .380565E-04 -.260305E-04 0.210 .372621 E-03 .413325E-04 -.240004E-04 0.215 .370479E-03 ,399034E-04 -.250359E-04 0.220 .377398E-03 .432119E-04 -.229791 E-04 page 10 of 13

( .' (

excerpt from S3AA.AC8 Setl3:

15999 0.05

-3.07111 E-05 -3.23090E-05 --3.06969E-05 3.22602E-05 -3.06090E-05 -3.22472E-05 -3.06086E-05 3.21857E-05

-3.05545E-05 -3.21575E-05 -3.05571 E-05 -3.20507E-05 -3.04391 E-05 -3.20330E-05 -3.04018E-05 -3.19094E-05

-3.02536E-05 -3.17823E-05 -3.01601 E-05 -3.16378E-05 -2.99646E-05 -3.15005E-05 -2.97554E-05 -3.12301 E-05

-2.94941 E-05 -3.09187E-05 -2.92155E-05 -3.06109E-05 -2.88157E-05 -3.01865E-05 -2.83957E-05 -2.96836E-05

-2.78518E-05 -2.91243E-05 -2.72988E-05 -2.84354E-05 -2.65753E-05 -2.77565E-05 -2.58409E-05 -2.69282E-05

-2.50123E-05 -2.60305E-05 -2.40004E-05 -2.50359E-05 -2.29791 E-05 -2.38960E-05 -2.18776E-05 -2.27831 E-05

-2.06181 E-05 -2.14508E-05 -1.93437E-05 -2.01622E-05 -1.80281 E-05 -1.87607E-05 .1.66689E-05 -1.73069E-05

-1.52547E-05 -1.58630E-05 -1.37591 E-05 -1.44658E-05 -1.24514E-05 -1.30548E-05 .1I10680E-05 -1.16827E-05

-9.90613E-06 -1.04709E-05 -8.71636E-06 -9.41112E-06 -7.77616E-06

-6.63213E-06 -8.47138E-06 -7.00851 E-06 -7.80236E-06

-7.48149E-06 -6.44278E-06 -7.56466E-06 -6.77476E-06

-8.85890E-06 -8.00240E-06 -7.54332E-06 -9.03159E-06

-1.04513E-05 -1.06004E-05 -1.24437E-05 -1.29351 E-05 -1.49241 E-05 -1.56970E-05 -1.78290E-05

-1.87855E-05 -2.09362E-05 -2.20405E-05 -2.42446E-05 -2.53345E-05 -2.74794E-05 -2.86213E-05 -3.05471 E-05

-3.13662E-05 -3.26895E-05 -3.30603E-05 -3.35271 E-05 -3.29250E-05 -3.22767E-05 -3.05554 E-05 -2.84678E-05

-2.5351 SE-05 -2.13137E-05 -1.60088E-05 -9.58627E-06 -1.7311 OE-06 7.89424E-06 1.92971 E-05 3.2641 OE-05 4.83669E-05 6.73837E-05 8.93475E-05 1.15255E-04 1.44693E-04 1.78701 E-04 2.16722E-04 2.60051 E-04 3.07903E-04 3.61604E-04 4.19967E-04 4.8481 1E-04 5.54509E-04 6.31044E-04 7.11771 E-04 7.98589E-04 8.88915E-04 9.84508E-04 1.08292E-03 1.18553E-03 1.28994E-03 1.39724E-03 1.50461 E-03 1.61374E-03 1.72121 E-03 1.82840E-03 1.93200E-03 2.03330E-03 2.12868E-03 2.21915E-03 2.30136E-03 2.37799E-03 2.44490E-03 2.50423E-03 2.55283E-03 2.59267E-03 2.61993E-03 2.63723E-03 2.64145E-03 2.63553E-03 2.61545E-03 2.58556E-03 2.54454E-03 2.49547E-03 2.43371 E-03 2.36440E-03 2.28613E-03 2.20241 E-03 2.11493E-03 2.03135E-03 1.94823E-03 1.86996E-03 1.79522E-03 1.72456E-03 1.65417E-03 1.58973E-03 1.52737E-03 1.46838E-03 1.40921 E-03 1.35267E-03 1.29605E-03 1.24351 E-03 1.19116E-03 1.14166E-03 1.09187E-03 1.04202E-03 9.90375E-04 9.43467E-04 8.96639E-04 8.50535E-04 8.03153E-04 7.57772E-04 7.11643E-04 6.70628E-04 6.27475E-04 5.83119E-04 5.38448E-04 4.96448EW04 4.48134E-04 3.98302E-04 3.49002E-04 3.01285E-04 2.4931 OE-04 1.99145E-04

-4.95782E-05 1.45203E-04 9.38260E-05 4.74435E-05 2.04306E-06

-9.82008E-05 -1.47509E-04 -1.94942E-04 -2.44002E-04

-4.53927E-04 -4.98812E-04 -2.95735E-04 -3.49393E-04 -4.00048E-04

-5.38912E-04 -5.83194E-04 -6.29181 E-04 -6.71370E-04

-8.12064E-04 -8.56867E-04 -7.19922E-04 -7.65175E-04

-8.95914E-04 -9.50131 E-04 -1.02993E-03 -1,09580E-03

-1.28455E-03 -1.35541 E-03 -1.15147E-03 -1.21486E-03

-1.41748E-03 -1.45675E-03 -1.50185E-03 -1.55660E-03

-1.70523E-03 -1.74791 E-03 -1.60649E-03 -1.65422E-03

-1.801 1OE-03 -1.86380E-03 -1.91939E-03 -1.97233E-03

-2.10349E-03 -2.14647E-03 -2.03172E-03 -2.07228E-03

-2.18930E-03 -2.21656E-03 -2.25792E-03

-2.43995E-03 -2.48322E-03 -2.31267E-03 -2.35820E-03 -2.39600E-03

-2.52899E-03 -2.56186E-03 -2.58058E-03 -2.60520E-03

-2.67545E-03 -2.71811 E-03 -2.63400E-03 -2.64739E-03 0

-2.74717E-03 -2.76851 E-03 -2.80071 E-03

-2.89530E-03 -2.91574E-03 -2.82725E-03 -2.84926E-03 -2.86841 E-03

-2.90756E-03 -2.88826E-03 -2.88787E-03 -2.88122E-03 w

-2.82644E-03 -2.80630E-03 -2.76729E-03 -2.86303E-03 -2.84224E-03

-2.73530E-03 -2.75193E-03 -2.76641 E-03 -2.75244E-03 IV)

-2.74855E-03

>o

GEO.HBIP.02.0 7 Rev. 0 excerpt from SET3ROT.XLS Attachment C Set3:

Acceleration rime Histories deg 31 NPTS = 15999 DT = 0.005 FN FP b-b' (Orotate)

T-ime (sec) Fault Normal Fault Parallel 0.000 .326925E-03 .264608E-04 .191060E-03 0.005 .322966E-03 .241402E-04 .187032E-03 0.010 .326473E-03 .263955E-04 .190771 E-03 0.015 .322672E-03 .241379E-04 .186879E-03 0.020 .326305E-03 .264552E-04 .190736E-03 0.025 .322578E-03 .241346E-04 .186827E-03 0.030 .326379E-03 .264686E-04 .190786E-03 0.035 .322872E-03 .242488E-04 .187077E-03

.,j 0.040 .326715E-03 .265829E-04 .191057E-03 0.045 .323292E-03 .243515E-04 .187381 E-03 0.050 .327355E-03 .266930E-04 .191481 E-03 0.055 .324016E-03 .245876E-04 .187956E-03 0.060 .328258E-03 .269721 E-04 .192185E-03 0.065 .325098E-03 .247964E-04 .188692E-03 0.070 .329424E-03 .272156E-04 .192994E-03 0.075 .32641 OE-03 .251533E-04 .189674E-03 0.080 .330862E-03 .276196E-04 .194081 E-03 0.085 .327922E-03 .255489E-04 .190792E 03 0.090 .332616E-03 .280238E-04 .195331 E-03 0.095 .329781 E-03 .260234E-04 .192156E-03 0.100 .334579E-03 .285685E-04 .196809E-03 0.105 .331860E-03 .265294E-04 .193661 E-03 0.110 .336774E-03 .291680E-04 .198453E-03 0.115 .334149E-03 .272076E-04 .195421 E-03 0.120 .339294E-03 .298776E-04 .200359E-03 0.125 .336732E-03 .279792E-04 .197413E-03 0.130 .342108E-03 .306566E-04 .202477E-03 0.135 .339556E-03 .287897E-04 .199562E-03 0.140 .345069E-03 .31 5847E-04 .204797E-03 0.145 .342643E-03 .297651 E-04 .201988E-03 0.150 .348313E-03 .325832E-04 .207324E-03 0.155 .345898E-03 .308496E-04 .204594E-03 0.160 .351778E-03 .337465E-04 .210105E-03 0.165 .349447E-03 .320434E-04 .207445E-03 0.170 .355453E-03 .349561 E-04 .213035E-03 0.175 .353143E-03 .333946E-04 .210507E-03 0.180 .359391 E-03 .363850E-04 .216288E-03 0.185 .357112E-03 .347838E-04 .213742E-03 0.190 .363486E-03 .378528E-04 .219655E-03 0.195 .361333E-03 .363692E-04 .217275E-03 0.200 .367843E-03 .394625E-04 223279E-03 0.205 .365733E-03 .380565E-04 .220987E-03 0.210 .372621 E-03 .413325E-04 .227343E-03

'N-1 0.215 .370479E-03 .399034E-04 .225015E-03 0.220 .377398E-03 .432119E-04 .231414E-03 page 12 of 13

( (

excerpt from S3BB.AC8 Set3:

15999 0.005 1.91 060E-04 1.87032E-04 1.90771 E-04 1.86879E-04 1.90736E-04 1.86827E-b4 1.90786E-04 1.87077E-04 1.91 057E-04 1.87381 E-04 1.91481 E-04 1.87956E-04 1.921 85E-04 1.88692E-04 1.92994E-04 1.89674E-04 1.94081 E-04 1.90792E-04 1.95331 E-04 1.921 56E-04 1.96809E-04 1.93661 E-04 I1.98453E-04 1.95421 E-04 2.00359E-04 1.9741 3E-04 2.02477E-04 1.99562E-04 2.04797E-04 2.01 988E-04 2.07324E-04 2.04594 E-04 2.1010O5E-04 2.07445E-04 2.1 3035E-04 2.1 0507E-04 2.1 6288E-04 2.23279E-04 2.1 3742E-04 2.1 9655E-04 2.1727 5E-04 2.20987E-04 2.27343E-04 2.250 15E-04 2.31414E-04 2.29266E-04 2.4054 1E-04 2.35808E-04 2.33697E-04 2.38592E-04 2.45560E-04 2.43652E-04 2.50854E-04 2.49 167E-04 2.6266 1E-04 2,56569E-04 2.5495 1E-04 2.61272E-04 2.69293E-04 2.67958E-04 2.76245E-04 2.75230E-04 2.91 883E-04 2.83884E-04 2.82978E-04 2.91301 E-04 3.00648E-04 3.00253E-04 3.1 0042E-04 3.1 0045E-04 3.31 162E-04 3.20230E-04 3.20526E-04 3.31 947E-04 3.4321 1 E-04 3.4436 1E-04 3.56 185E-04 3.579 14E-04 3.85491 E-04 3.70366E-04 3.72428E-04 3.88 183E-04 4.01 847E-04 4.05006E-04 4.1 9253E-04 4,22888E-04 4.56935E-04 4.376B0E-04 4.41 70BE-04 4.61331 E-04 4.77003E-04 4.81 660E-04 4.98 143E-04 5.03537E-04 5.45397E-04 5.20792E-04 5.27000E-04 5.52673E-04 5.72279E-04 5.80785E-04 6.01 908E-04 6.1 2223E-04 6.77989E-04 6.36141 E-04 6.50002E-04 6.96539E-04 7.29976E-04 7.54385E-04 7.94658E-04 8.26745E-04 8.75775E-04 9.171 88E-04 9.75849E-04 1.02626E-03 1.09343E-03 1.1 5256E-03 1.22883E-03 1.29697E-03 1.3821 7E-03 1i.45906E-03 1.55275E-03 1.63754E-03 1.73822E-03 1.82872E-03 1.'93367E-03 2.02658E-03 2.1331 5E-03 2.22788E-03 2.33525E-03 2.42894E-03 2.53335E-03 2.62 132E-03 2.71 745E-03 2.79468E-03 2.87730E-03 2.93877E-03 3.00322E-03 3.04427E-03 3.08688E-03 3.10454 E-03 3.1 2236E-03 3.1 15OOE-03 3.1 08OOE-03 3.07663E-03 3.0463BE-03 2.99337E-03 2.94440E-03 2.87539E-03 2.81 279E-03 2.73249E-03 2.66205E-03 2.57842E-03 2.50588E-03 2.421 52E-03 2.35238E-03 2.27456E-03 '2.21 294E-03 2.1 4203E-03 2.08654E-03 2.02303E-03 1.97700E-03 1.92141 E-03 1.88029E-03 1.82683E-03 1.78426E-03 1.73044E-03 1.69203E-03 1.641 55E-03 1.603i4E-03 1i.55039E-03 1.50806E-03 1.45637E-03 1.41 998E-03 1.3671 4E-03 1.32521 E-03 1.27369E-03 1.2321 1 E-03 1.1724 8E-03 1.12612E-03 I1.06742E-03 1.01 647E-03 9.52339E-04 9.02795E-04 8.385 13E-04 7.869 19E-04 7.26542E-04 6.77664 E-04 6.1 5302E-04 3.58268E-04 5.700 14E-04 5.131 16E-04 4.6439 1E-04 4.02997E-04 3.0281 5E-04 2.597 16E-04 2.06805E-04 1.6691 9E-04 2.01 685E-05 -1.79910OE-05 1.1 6899E-04 8.75030E-05 4.83639E-05

-4.03064E-05 -7.1 2946E-05 -8.95984E-05 -1.29051 E-04

-2.1 6446E-04 -2.48043E-04 -1.58435E-04 -1.94026E-04

-2.5861 1E-04 -2.850 17E-04 -3.03864E-04 -3.23230E-04

-3.25461 E-04 -3.32552E-04 -3.22436E-04 -3.161 47E-04 -3.23764E-04

-3.43732E-04 *3.64437E-04 -3.87079E-04 -4.02737E-04

-4.62827E-04 -4.99030E-04 -5.1 9646E-04 -4.42205E-04

-5.30535E-04 *5.32853E-04 -5.62461 E-04 -5.62098E-04

-5.55705E-04 -5.63 196E-04 -5.58990E-04 -5.73763E-04 -5.60970E-04

-5.551 97E-04 -5.70385E-04 -5.78765E&04 -5.77996E-04 -5.75524 E-04

-5.61 408E-04 -5.49446E-04 -5.38407E-04

-5.84828E-04 -5.36348E-04 -5.65609E-04 -5.69007E-04 -5.791 07E-04

-6.06891 E-04 -6.1791 2E-04 -6.251 84E-04 -6.03779E-04 C0

-6.06895E-04 -6.07366E-04 -6.01 662E-04 -6.00092E-04 tr

-6.39054E-04 -6.44552E-04 -6.61 792E-04 -6.7541 2E-04 0

-7.93627E-04 -7.09357E-04 -7.361 39E-04 -7.658 18E-04

-8.41 287E-04 -8.23950E-04 -7.93 103E-04

-7.37335E-04 -7.87 165E-04 -7.9500BE-04 -7.68409E-04 -7.58707E-04

-7.32044E-04 -7.22786E-04 -7.35997E-04 -7.67 195E-04 - I4

-8.1 5950E-04 -8.291 93E-04 -8.602 19E-04

GEO.HBIP.02.07 Rev. C Attachment ID Attachment D SHAKE Input and Output Excerpts (see Table 7-7 for listing of files) page 1 of 21

GEO.HBIP.02.07 Rev. 0 PD1A.INP Attachment D 16384 0. 5 8

7 1 10 100.

and Dobry 1991) 11 100. #1 modulus for Clay PI 15 (Vucetic 0.1 0.316 0.00316 0.01 0.0316 0.0001 0.000316 0.001

1. 3.16 10. .21

.94 .82 64 .40

1. 000 1.000 1.000

.09 .04' .02 11 1. damping for Clay FPI 15 (Vucetic & Dobry 1991) 0.316 0 .00316 0.01 0.0316 0 .1 0.0001 0.000316 0.001

1. 3.16 10. 16.3 2.6 4.5 7.8 11.7 1.7 1.7 1.7 20.2 23.0 23.0 (EPRI 1993)

.11 10 0. #2 modulus for Saird (20 to 5() ft) 0 .1 0.3 0.001 0.003 0.01 0.03 0.0001 0.0003

1. 3. 10. 0.181 0.953 0.83 0 0.620 0.364 1.000 0.999 0.991 0.071 0.025' 0.010 11 1. damping for Sand (20 to 50 1ft) CEPRI 1993) 0.1 0.3 0.001 0.003 0.01 0.03 0.0001 0.0003

1. 3. 10. 18.905 2.080 3 .75(3 6.925 12.600 1.250 1.300 1.455

24. 840 27.2 28.9

) (EPRI 1993) 11 101D. #3 modulus for Sarid (50 to 1220 ft) 0 .1 0.3 0.0003 0.001 0.003 0.01 0.03 0.0001

1. 3. 10. 0.230 0.972 0.87' 0.701 0.442 1.000 1.000 0.995 0.097 0.037 0.014 11 L. damping for Sand (50 to 120 ft) I[EPRI 1993) 0.3 0.003 0.01 0.03 0 .1 0.0001 0.0003 0.001

1. 3. 10. 16.560 1.665 2.865i 5.415 10.465

1. 090 1.145 1.300 22.915 25.5 27.0

) (EPRI 1993) 11 lOC #4 modulus for San d (120 to 2 50 ft 0.1 0.3 0.0003 0.001 0.003 0 .01 0.03 0.0001

1. 3. 10. 0.263 0.980 0.910 0.756 0.510 1.000 1.000 0.996 0.122 0.050 0.019 damping for Sand (120 to 250 ft) (EPRI 1993) 11 0.1 0.3 0.0003 0.001 0.003 O.01 0.03 0 . 0001

1. 3. 10. 14.580 1.090 1.455 2.340 4.375 8 .695 0.935 0.935 21.250 23.8 25.5 ft (EPRI 1993) 11 100 #5 modulus for San d (250 to 5S20 0 .1 0.3 0.0003 0.001 0.003 O.01 0.03 0.0001

1. 3. 10.

0.986 ).932 0.809 0 .573 0.338 1.000 1.000 0.997 0.152 0.067 0.025 11I damping for Sand (250 to 500 ft) (EPRI 1993) 0.3 0.001 0.003 0.01 0.03 0.1 0.0001 0.0003

1. 3. 10.

1.145 1.875 3.490 7.185 12.705 0 .800 0.800 0.900 19.270 22.4 24.0 1993) 11 100 #6 modulus for Sancd (> 500 ft) (EPRI 0.1 0.3 0.0003 0.001 0.003 0.01 0.03 0.0001

1. 3. 10. 0.417 0.998 0.991 0.955 0.860 0.658 1.000 1.000 page 2 of 21

GEO.HBW.02.07 Rev. 0 PD1 A.INP Attachment D 0.207 0.083 0.032 11 1. damping for Sand (> 500 ft) (EPRI 1993) 0.001 0.003 10.01 0.03 0.1 0.3 0 .0001 0.0003

1. 3. 10.

0.850 1.280 2.50 0 5.520 10.260 0.570 0.625 0.625 16.770 20.2 22.5 11 ICM0. #7 modulus for Weathered Rock 0.001 0.003 ).01 I 0.03 0.1 0.3 0.0001 0.0003

1. 3. 10.

1.000 0.990 0.960 0.90 0 0.75 0.55 1.000 1.000 0.34 0.2 0.12 11 1. damping for Weathered Rock 0.001 0.003 C).01 0.03 0.1 0.3 0.0001 0.0003

1. 3. 10.

0.8 1.4 22.8 5.1 9.8 15.5 0.24 0.42

21. 25. 28.

2 1 11 1 ISFSI Pad, HBPP, ISFSI, 08/2 002

.05 .2130 1. 128. 1.

1 2 1 4.0

.05 .130 1. 128. 1.

2 2 1 4.0

.05 .130 1830. 1.

3 1 1 5.0

.05 .130 183 0. 1.

4 1 1 5.0

.05 .130 1I 188. 1.

S 3 1 5.0

.05 .130 1. 188. 1.

6 3 1 5.0

.05 .130 1. 188. 1.

7 3 1 5.0

.05 .130 1. 188. 1.

8 3 1 5.0

.05 .130 10. 188. 1.

9 3 1 5.0

.05 .130 1. 188. 1.

10 3 1 5.0

. 05 .130 1500. 1.

12.

1599916384 .005 2(8E15.7) SET 1, Section A-A, HBPP, 08/2002

1. 20.

S1AA.AC8 3

1 0 4

0 30 1. 0.65 5

S 6 7 8 9 10 11 11 1 2 3 4 1 1 1 1 1 1 1 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0

page 3 of21

GEO.HBIP.02.07 Rev. 0 excerpt from PD1A.OUT Attachment D SHAXE -- A COMPUTER PROGRAM FOR

• ARTHQUAXE RESPONSE ANALYSIS OF HORIZONTALLY LAYERED SITES MS-DOS VERSION - CONVERTED TO IBM-PC BY Shyh- Shiun Lai. wCC January 1985 (Modified to Use 16364 Points and 100 Soil Layers. S.J. Chiou. August 19951 ouptf;.......... ... ..... UT'........................

Output file nae PDlA.ODJT Start time 19. ' /

Start time 19 / / --

MAX. NUM11ER OF TERMS IN FOURIER TRANSFORM 16384 NECESSARY LENGTH OF RLENX COhtON X 102419 EARTH PRESSURE AT REST FOR SAND

• 0.500 I...... OPTION t READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN CURVES FOR RELATION SWRAIN VERSUS SHEAR MODULUS AND DAMPING (LINES SKIPPED)

...... OPTION 2 READ SOIL PROFILE NEW SOIL PROrILE NO. 1 IDENTIFICATION isrs5 Pad, HBPP. 1SFSI. 06/2002 ONUMBER Or LAYERS 11 DEP-H TO BEDROCX 48.00 NUMBER OF FIRST SUBMERGED LAYER 1 DEPTH TO WATER LEVEL 0.00 LAYER TYPE MAX-MOD THICKNESS DEPTH EFT. PRESS. MODQLUS DAMPING UNIT WEIGTN SHEAR VEL SVMAX 1 2 1215.214 4.00 2.00 0.135 1215.214 0.0500 0.1300 548.634 548 .634 2 2 2104.812 4.00 4.00 0.406 2104.812 0 0500 0 .1300 722.043 722 .043 3 1 13520.403 5.00 10.50 0.710 13520.403 0.0500 0. 13 00 l130.000 1830.000 4 1 . 13520.403 5.00 15.50 1.048 13520.403 0. 0500 0. 13 00 1830.000 1830.000 5 3 5714.292 5.00 20.50 1.386 5714.292 0.0500 0.1300 1169.700 1189 .700 6 3 4373.172 5.00 25.50 1.724 6373.172 0.0500 0.1300 1256.418 1256. 418 7 3 6970.043 5.00 10.50 2.062 6970.043 0.0500 0.13 00 1313.935 1313.935

£ 3 7513.687 5.00 35.50 2.400 7S17.6E7 0. 0500 0. 13 00 1364.740 13 64.760 9 3 8031.804 5.00 40.50 2.730 5031.804 0. 0500 0.13 00 1410.467 1410 .467 10 3 8513.169 5.00 4S.50 3.016 0513.169 0.0500 0. 1300 1452. 118 1452 .118 11 BaSE 9004. 0 .050 0.1300 1500.

PERIOD a O.15 FROM AVERAGE SHEXRVEL.

• 1319.

MAXIMUM AMPLIFICATION

• 13.57 FOR FREQUENCY

• 7.03 C/SEC.

PERIOD . 0.14 SEC.

I...... OPTION 1 .. READ INPUT )CTION EARTHOUAKE - Section A-A. HBPP. 05/2002 15999 ACCELERATION VALUES AT TIME INTERVAL 0.0050 TH0E VALUES ARE LISTED ROW By ROW AS READ FROM CARDS TRAILING ZEROS ARE ADDED TO GIVE A TOTAL OF16384 VALUES MAXIMUM ACCELERATION . 1.35422 AT TIME

• 23.59 SEC THE VALUES WILL SE MULTIPLIED BY A FACTOR

• 1.000 TO GIE NEw MAXIMnUMACCELERATION - 1.35422 MEAN SQUARE FREQUENCY . 2.77 C/SEC.

MAX ACCELERATION . 1.38159 FOR FREQUENCIES REMOVED ABOVE 20.00 CrSEC.

I...... OPTION 3 .. READ WHEREOBJECT MOTION is GIVEN OBJECT MOTION IN LAYER NUMBER 1 OUTCROPPING I1...... OPTION 4 ... OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES MAXIMUM NUMBER OF ITERATIONS a 30 MAXIMUM ERROR IN PERCENT . 1.00 FACTOR FOR EFFECTIVE STRAIN IN TIME DOMAIN . 0.65 EARTHOUAXE - Section A-A. HRPP, 0012002 SOIL PROFILE - ISFSI Pad. HBPP. ISFSI. 06/2002 page 4 of 21

GEO.1HBIP.02.07 Rev. 0 excerpt from PD1 A.OUT Attachment D tLIMES SKIPPzD)

TERATION NULIER 11 * .65 MAnX S rRAIN DOMIN WITH EFF. 57AIN TM!E CLCULATION HAS 011N CARRIWD OUT IN THN TIME NEW a C USED ERROR NEW Vs NEW DAMP. DAMP USED ERROR LAYER TYPE DEPTH Err. STRAIN 693. 179 693 .219 0.0 41 .361

0. 037 8 0.080 0.050 0.0 -0.1 4:2. 562 2 2.0 0.133 0.1 720. 890 721 .737 2 6.0 o.11378 0.113 0.0 1630. 665 0.050 0 .050 0.0 10735.3 66 10735.486 3 1 10.5 0.01181 63 6.044 9636. 2 09 0.0 1544. 919 0 019I5 0.065 0 .065 0.0 -0.1 775. 666 A 1 15.5 0. 109 2429.054 243 0. 28 20.5 0.10916 0.110 0.1 -0.1 779. 616 S 3 0. 121 2453.857 2455.932 25.5 0.134I4 D.121 0.1 -0.1 778.783 6 3

0. 1331 0. 13 1 0.1 2448. 614 2452 .051 7 3 I3 .5 0. 16000 2414.887 2420. 841 -0.2 773. 401 0.139 0.139 0.2 a 3 35.3 0. 16707

0. 2135 0.148 0. 147 0 3 2346.796 2357.540 -0. 5 762.419 747. 507 I I 40.5 0.:4 2255. 00 2274. 307 -0.6 45.5 0. 25025 0.156 0. 155 10 3 VALMES 1N TSM1 DOMAIN nu STRAIR XAX STRESS T3IM LAYER TYPE THICKNESS DEPTH PRClT PSF SEC FT tS 2.0 0. 05827 403 .95 23. 63 2 4.0 23. 63 4.0 6.0 0.17505 1261.89 2 2 1950.05 23. 61 I 5.0 10.5 0.0 .16 1 15.5 0. 03055 2943. 36 23 .61 5 3. 5.0 23. 61 3 5.0 20.5 0. 16794 4019. 30 0.2066I 5071.69 23 . 60 3 5.0 25.5 7 0.2.615 4027 .28 23 . 60 3 5.0 30.5 23. 60

0. 2870 6949.97 a 3 5.0 35.5 40, 5 0.33639 7847 .3 21 .59 9 3 5.0 23 .59 5.0 45.5 0. 3 8500 8685.25 10 3 PERIOD 0 .22 FRON AVERACE SHEARVEL. . 882.

t0XIIM AXPLfIOCATION

• 4.69 FOR FREQUENCY * &.04 C/SEC.

PERIOD

• 0.25 SEC.

1.....- OPTION 5 COMPUTZ MOTION 1N NEW SURLAYERS EWRTRMSAKr - Section A-A. MOPP. 00(2002 SOIL DEPOSIT - ISFS1 Pad. 3PP. ISTS. 08/2002 MEAN So. rR. ACC. RATIO PUNCHED CARDS LAYER DEPTH MAX. ACC. TI C SEC CISEC QUIET ZONE ACC. RECORD PI

2. 77 0.041 2048 DUTCR. 0.0 1.38859 23.37 0.042 0 1.34776 23 57 2. 53 WITHIN 4.0

2. 19 0. 040 0 WITHIN .0 1. 3824 23. 60 2.16 0.040 0 WITHIN 13 .0 1. 3299 23 .60 0.040 a

1. 37505 23. 60 2. 10 WISR2N 10.0 0.039 0 WITHIN 23. 0 1. 35648 23.59 l.08 0 .038 0 Wrr=NH 2B.0 1. 372431 23 .S5 1.79

0. 037 0 WITHIN 13 0 3. 3417 23. 58 1.81 0.036 0 WITHIN 3S.0 1.1374 23 .57 2. 87 0.036 0 WITMIN 43. 0 1. 29950 23 .56 1.99

0. 034 0 48.0 1 .30777 2.22 WITHIN 0.034 2048 OUTCR. 48.0 1.46936 213.56 2.S2 page 5 of 21

0 GEO.HBCP.0'.07 Rev.

Attachment D excerpt from PD1 A.PUN A. HBPP, Aug-02 1.3886 S ection A- ISFSI, 08 12002 XMAX= #NAME? Pad, HBPP ,

CROPPING LAYER 1 1 TION VALU ES AT OUT 0.00025 0.000318 0.000313

\........ ACCELERA 0.000011 0.000133

-0.000073

-0.000043 -0.000092

[LINES SKIPPED]

Aug-02 1.4693 S ection A- A, HBPP.

XMAX= 11 #NAME? Pad, HBPP , ISFSI, 08 /2002 CROPPING LAYER -0.000248 1 ACCELERA TION VALU ES AT OUT 0.000404 0.00019 -0.000059 2 0.00045 0.000503 0.000429 0.000217 0.000018 0.000264 0.00046 0.000522 3 0.000013 0.000266 0.000471 0.000533

-0.000303 -0.000204 -0.000191 0.000023 0.000276 4

-0.000033 -0.000225 -0.000286 -0.000226 -0.000291 -0.0002 0.000012 0.000266 5

0.00044 0.000226 -0.000028 -0.000242 -0.000313 -0.000228 0.000219 -0.000039 6 0.000462 0.000527 0.000435 0.0004 0.000181 -0.000083 -0.000293 0.000495 7

-0.000019 0.000233 0.00043 0.000411 0.000313 0.000086 0.000156 0.00035 0.00024 8

-0.000092 0.000185

-0.000373 -0.000295 -0.000434 -0.000241 -0.000001 9

-0.000187 -0.000409

-0.000501

-0.000739 -0.000688 -0.000508 -0.00028

-0.000631 10 0.000132 -0.000106

-0.000393

-0.000736 -0.000991

-0.001118 -0.001084

-0.000432 11

-0.000104 -0.000061

-0.00018 -0.000912 -0.001235 -0.001511

-0.00051 -0.000643 -0.001583 12

-0.000919 -0.000705

-0.000541

-0.001157 -0.001142 -0.001294 13

-0.001501 -0.001304 -0.002122 -0.001996

-0.002004

-0.00166 -0.001646 -0.002419 -0.002297 14

-0.00193 -0.002232

-0.002407

-0.00341 -0.003448 -0.003349 -0.003192

-0.002873 -0.003205 -0.004585 15

-0.00218 -0.002496 -0.003992 -0.004333 -0.004543 16

-0.003607 -0.005071 -0.005399

-0.00308 -0.003097 -0.003283 -0.00421 -0.004384 -0.004698 17

-0.004202 -0.005092 -0.005221

-0.005488

-0.004485 -0.004323 -0.005127 18

-0.005484 -0.005288 -0.005529 -0.005423

-0.005592 -0.005612 -0.006205 -0.006018 -0.005757 19

-0.005815 -0.006095

-0.006239

-0.006237 -0.006145 -0.005904 -0.005593

-0.006154 20

-0.005481 -0.005679 -0.005938

-0.005632 -0.005838

-0.005912 -0.005811

-0.005386 -0.005363 21

-0.005321 -0.005178 -0.005208 -0.004785 -0.004945 -0.005173 22

-0.004938 -0.004775 -0.004262

-0.005557 -0.00523 -0.004337 -0.004144 -0.004126 23

-0.005015 -0.004659 -0.003332

-0.005418 -0.005295 -0.004257 -0.003885 -0.003544 24

-0.004688 -0.004552 -0.00364 -0.003328 -0.002939

-0.004472 -0.004646 -0.003794 25

-0.003609 -0.003768 -0.002858 -0.002714

-0.003296 -0.003415 -0.002648 -0.002819 26

-0.002322 -0.002445 -0.001497 -0.001699 -0.001871

-0.002583 -0.002362 -0.001379 27

-0.001654 -0.001425 -0.000456 -0.00059

-0.002405 -0.002014 -0.001072 -0.000714 -0.000491 28

-0.001911 -0.001768 -0.001461

-0.000647 -0.000268 0.000082 0.000297

-0.000941 29

-0.000811 -0.001004 -0.001065

-0.000334 -0.000215 0.000079 0.000461

-0.000264 30 0.000322 0.000176 -0.000058 0.000635 0.000403 0.000304 0.000396 0.000891 31 0.000815 0.00103 0.00105 0.001553 0.001373 0.001096 0.000846 0.001553 32 0.000664 0.001024 0.001358 0.001831 0.00205 0.002072 0.001909 0.001476 33 0.000736 0.000825 0.0011 0.00167 0.002048 0.002404 0.002622 0.001392 34 0.001646 0.001404 0.001299 0.001868 0.001974 0.002266 0.002655 0.001966 35 0.00264 0.002472 0.002206 0.002695 0.002417 0.002295 0.002397 0.003004 36 0.003013 0.003218 0.003209 0.003804 0.003622 0.003329 0.003066 0.003779 37 0.002707 0.00313 0.003531 0.004461 0.004777 0.004846 0.004675 0.003982 38.

0.002969 0.003113 0.003483 0.004265 0.004727 0.005189 0.005503 0.003877 0.003951 0.00539 39 0.004357 0.004042 0.004535 0.00459 0.004904 0.005066 0.004727 0.005517 40 0.005573 0.005398 0.006018 0.005695 0.005493 0.006308 41 0.005901 0.00628 0.006421 0.007074 0.006895 0.006535 0.006141 0.006993 42 0.005784 0.006217 0.006671 0.006914 0.007227 0.007292 0.007083 0.006472 43 0.00587 0.005837 0.006063 0.006129 0.006638 0.007246 0.007777 0.005867 44 0.006677 0.006229 0.005914 0.007478 0.007484 0.007738 0.008178 0.007949 0.007677 0.008091 0.008132 page 6 of21

GEO.HBIP.02.07 Rev. 0 PD3A.INP Attachment D 16384 0.5 8

7 1 10 100.

and Dobry 1991) 11 100. #1 modulus for Clay PI 15 (Vucetic 0.1 0.3 16 0.00316 0.01 0.0316 0.0001 0.000316 0.001

1. 3.16 10.

.94 82 .64 .40 .21 1.000 1.000 1.000

.o9 .04 .02

1. damping for ClayI PI 15 (Vucetic &: Dobry 1991) 11 0 .1 0.316 0.00316 0.01 0.0316 0.0001 0.000316 0.001

1. 3.16 10.

2.6 4.5 7.8 11.7 16.3 1.7 1.7 1.7 20.2 23.0 23.0 11 IC 10. #2 modulus for Sa:md (20 to 50 ft) (EPRI 1993) 0.003 0.01 0.03 0 .1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.953 0.830 0.620 0.364 0.181

1. 000 0.999 0.991 0.071 0.025 0.010 1993) 11 1. damping for Sand (20 to 50 ft) (EPRI O.1 0.3 0.001 0.003 0.01 0.03

0. 0001 0.0003

1. 3. 10.

2.080 3.750 6.925 12. 600 18. 905 1.250 1.300 1.455 24.840 27.2 28.9 11 10 0. #3 modulus for Sarid (50 to 120 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.972 0.879 0.701 0.442 0.230 1.000 1.000 0.995

0. 097 0.037 0.014 1993) 11 1. damping for Sand (50 to 120 ft) (EPRI 0 .1 0.3 0.0003 0.001 0. 003 0.01 0.03 0.0001

1. 3. 10.

1.665 2.865 5.415 10.465 16.560 1.090 1.145 1.300 22.915 25.5 27.0 11 1010. #4 modulus for Sannd (120 to 250 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0 .0001 0.0003 0.001

1. 3. 10. 0.283 0.980 0.910 0.756 0.510 1.000 1.000 0.996 0.122 0.050 0.019 11 1.damping for Sand (120 tc 250 ft) (EPRI 1993) 0.3 0.003 0.01 0.03 0.1 0.0001 0.0003 0.001

1. 3. 10.

1.455 2.340 4.375 8 .695 14.580 0.935 0.935 1.090 21.250 23.8 25.5 (EPRI 1993) 11 1C P. #5 modulus for San,d (250 to 500 ft) 0.3 0.001 0.003 0.01 0.03 0 .1

0. 0001 0.0003

1. 3. 10.

0.986 0.932 0.809 0.573 0.338 1.000 1.000 0.997 0.152 0.067 0.025 1993) 11 I damping for Sand (250 to 500 ft) (EPRI 0.3 0.003 0.01 0.03 0 .1

0. 0001 0.0003 0.001

1. 3. 10.

1.875 3.490 7.185 12 .705 0.800 0.800 0.900 1.145 19.270 22.4 24.0 11 100 #6 modulus for Sancd I> 500 ft)

(EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.991 0.955 0.860 0.658 0.417 1.000 1.000 0.998 page 7 of21

GEO.HBIP.02.07 Rev. 0 PD3A.INP Attachment D 0.207 0.083 0.032 500 ft) (EPRI 1993) 11 1. damping for Sand (> 0.01 0.03 0 .1 0.3 0.0003 0.001 0.003 0.0001

1. 3. 10. 2.500 5.520 10 . 260 0.625 0.850 1.280 0.570 0.625 16.770 20.2 22.5 11 100. #7 modulus for Weathered Rock 0 .1 0.3 0.003 0 .01 0.03

0. 0001 0.0003 0.001

3. 10. 0 .75 0.55

1. 0.990 0.960 0.900 1.000 1.000 1.000 0.34 0.2 0.12 11 1. damping for Weathered Rock 0.03 0 .1 0.3 0.001 0.003 0 .01

0. 0001 0.0003

3. 10. 9.8 15 . 5

1. 2.8 5.1 0.42 0.8 1.4 0.24

21. 25. 28.

2 /2 002 1 11 1 ISFSI Pad, HBPP, ISFSI, 08 .130 18. 128. 1.

1 4.0 .05 128. 1.

1 2 .05 .130 2 1 4.0 1830. 1.

.05 .130 3 1 1 5.0 1830. 1.

.05 .130 1 1 5.0 1. 188. 1.

4 .05 .130 5 3 1 5.0 1. 188. 1.

.05 .130 6 3 1 5.0 1. 188. 1.

.05 .130 7 3 1 5.0 1. 188. 1.

.05 .130 8 3 1 5.0 1. 188. 1.

.05 .130 9 3 1 5.0 1. 188. 1.

.05 .130 10 3 1 5.0 1500. 1.

.05 .130 11 1 HBPP, 08/2002

.005 2(8E15.7) SET 3, Section A-A, 1599916384

1. 20.

S3AA.AC8 3

1 0 4

0 30 1.. 0.65 5 7 8 9 10 11 11 1 2 3 4 l 6 1 1 1 1 0 1 1 1 1 1 0 1 0 0 0 0 1 0 0 0 0 0 0 1

0 page8of2l

GEO.HBIP.02.07 Rev. 0 excerpt from PD3A.OUT Attachment D SHAZE -- A COMPUTER PROGRAM FOR EARTMHOUAE RESPONSE ANALYSIS OF NORIlONTALLY LAYERED SITES KS-DOS VERSION - CONVERTD TO IBM-PC BY Shyh-Shiun Lai, MCC January 19B5 (Modified to Use 14384 Points and 100 Soil Layers. S.J. Chiou. August 1995)

Output file nae PD3A.OUT Start ti 19e:' I .

Start time 19'/./ __

YaX. NUMMER OF TERMs IN FOURIER TRANSFORM

• 14384 NECESSARY LENGTH OF BLANK COtO X

• 102419 EARTH PRESSURE AT REST FOR SAND

• 0.500 OPTION ... A

• READ RELATION BESWEEN SOIL PROPERTIES AND STRAIN CURVES FOR RELATION STRAIN VERSUS SHEAR MODULUS AND DAMPING

[LINES SIPPEDI]

1...... OPTION 2 READ SOIL PROFILE NEW SOIL PROFILE NO. 1 IDENTIFICATION ISFSI Pad. KBPP. ISFSI. 08/2002 ONUMBER OF LAYERS 11 DEPTH TO BEDROCK 48.00 NUMBER OF FIRST SUBMERGED LAYER 1 DEPTH TO WATER LEVEL 0.00 LAYER TYPE MAX-MOD THICKNESS DEPTH SF. PRESS. MODULUS DAMPING UNIT WEICTS SHEAR VEL SVMAX 1 2 1215.214 4.00 2.00 0.135 1215.214 0.0500 0.1300 548.634 548.634 2 2 2104.812 4.00 6.00 0.404 2104.512 0.0500 0. 1300 722.043 722.043 3 1 13520.403 5.00 10.50 0.710 13520.403 0.0500 0.1300 1030.000 1830.000 A 1 13520.403 5.00 15.50 1.048 13520.403 0 .0500 0.1300 1830.000 1830.000 S 3 5714.292 5.00 20.50 1.386 5714.292 0.0500 0.1300 1189.700 1119.700 6 3 6373.172 5.00 2S.50 1.724 6373.172 0.0500 0.13 00 1256.418 1256.418 7 3 6970.043 5.00 30.50 2.062 6970.043 0.0500 0.1300 1313.935 1313.935 8 3 7519.687 5.00 35.50 2.400 7519.687 0 .0500 0.1300 1364.760 1364.760 9 3 8031.504 5.00 40.50 2.738 8031.804 0 .0500 0.1300 1410.467 1410.*67 10 3 8513.1C9 5.00 45.50 3.076 8513.169 0 .0500 0.1300 1452.118 1452.118 11 BASE 9084. 0.050 0.1300 1500.

PERIOD . 0.15 FROM AVERAGE SHEARVEL. . 1319.

MAXIMUM AMPLIFICATION . 13.57 FOR FREOUENZCY

• 7.08 C/SEC.

PERIOD . 0.14 SEC.

.1...... OPTION I READ INPUT MOTION EARTNQUAXE - Seetion A-A. KAPP, 08/2002 15999 ACCELERATION VALUES AT TIME INTERVAL 0.0050 TNE VALUES ARE LISTED ROW BY ROW AS READ FROM CARDS TRAILING ZEROS ARE ADDED TO GIVE A TOTAL OF14384 VALUES MA3.INUM ACCELERATION a 1.38731 AT TIME

• 21.78 SEC THE VALUES YILL BE MULTIPLIED Br A FACTOR

• 1.000 TO GIVE NEW KAXIMUM ACCELERATION

• 1.38731 MEAN SQUARE FREOUENCY . 2.22 C/SEC.

MAX ACCELERATION

• 1.31528 FOR FREQUENCIES REMOVED ABOVE 20.00 C/SEC.

.1...... OPTION 3 --- READ WKERE OBJECT NOTION IS GIVEN OBJECT MOTION IN LAYER NUMBER 1 OUTCROPPING page 9 of 21

excerpt from PD3A.OUT GEO.HBIP.02.07 Rev. 0 Attachment D 2...... OPTION 4 . OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES MAXIMUM NHMiER OF ITERATIONS . 30 MAXIMUM ERROR IN PERCENT

• 1. 00 FACTOR FOR EFFECTIVE STRAIN IN TINE DOMAIN . 0. 65 EARTHQUAKE - Section A-A. HJPP. 08/2002 SOIL PROFILE - ISFSI Pad. NBPP. IS5SI7 08/2002 (LINES SXIPPEDI ITERATION NUMBER 8 THE CALCULATION HAS BEEN CARRIED OUT IN THE TIME DOMAIN WITH EFF. STRAIN * .65' MAX. STRAIN LAYER TYPE DEPTH EFF. STRAIN NEW DAr". DArP USED

• ERROR MEW G C USED ERROR NEW Vs 1 2 .0O 0.03235 0.073 0.073 0.1 733.917 734.126 0.0 4216.363 2 2 6.0 0.0*7 63 0.120 0.119 0.4 825.233 629.766 -0.5 *52.111 3 1 10.5 0.01064 0.047 0. 047 0.0 10915.49 6 10915.104 0.0 644.288 4 1 15.5 0.01771 0 .061 0.061 0.0 9877.923 9877.389 0.0 1564.168 5 3 20.5 0. 08744 0.099 0.099 0.1 2690.755 2694.798 -0.2 816.3 82 6 25.5 0.10571 0.108 0.107 0.2 2740.696 2753.993 -0.2 825. 125 7 3 30.5 0.12233 0.116 0.116 0.3 2809. 620 2816. 782 -0.3 834. 219 8 3 35.5 0.13832 0.123 0.122 0 .3 2852.948 283.0ooo -0.4 840.627

.9 3 10.s 0.15401 0.129 0.128 0.4 2880.785 2894.489 -0.5 44. 718 10 45.5 0. 16974 0.134 0.133 0.5 2893 .640 2912. *95 -0.7 846. 600 VALUES IN TIME DOMAIN LAYER 7YPE THICOOSS DEPTN MAX STRAIN HAX STRESS TIME FT FT PRCNT PS? SEC 1 2 4.0 2.0 0.04977 365.31 21.78 2 2 4.0 6.0 0.13462 1112.58 21.78 3 1 5.0 10.5 0.01668 1820.91 21.77 4 1 5.0 15.5 0.02724 2691.21 21.77 S 3 5.0 20.5 0.13452 3619.54 21.77 6 3 5.0 25.5 0.16262 4470.05 21.77 7 2 5.0 30.5 0.18821 5287.90 21.77 a 3 5.0 35. s 0.21280 6071.17 21.77 9 3 5.0 40.5 0.23693 6825.47 21.77 10 3 5.0 45.5 0.26114 7556.33 21.78 PERIOD . 0.21 FROM AVERACE SHEARVEL.

• 929.

hOXIIUM AMPLIFICX.;ON . 5.45 FOR FREQUENCY . 4.40 C/SEC.

PERIOD . 0.23 SEC.

1...... OPTION S - COMPUTEMOTION IN NEW susLAYERs EARTHQUAXE - Section A-A. NBPP. 08/2002 SOIL DEPOSIT - ISrSI Pad. NJPP. ISFSI. 08/2002 LAYER DEPTN rEx. ACC. TIME - MEAN SQ. FR. ACC. RATIO PUNCHED CARDS FT C SEC C/SEC QUIET ZONE ACC. RECORD OUTCR. 0.0 1.31528 21.77 2.22 D.179 2048 WITHIN 4.0 1.29295 21.77 2.06 0.177 0 WITHIN A.0 1.26430 21.76 1.61 0.169 0 WITHNIN 13.0 1. 25S911 21.76 1.79 0.168 0 WITHIN 10. 0 1.24962 21.76 1.75 0.167 0 WITHIN 23.0 1.2163B 21.75 1.61 0 .161 0 WITHIN 28.0 1.19015 21.75 1.52 0.156 0 WITHIN* 33.0 1.16505 21.74 1.50 0.155 0 WITHIN 38.0 1.13597 21. 74 1.52 0.153 0 WITHIN '3.0 1.11391 21.73 1.56 0.152 0 WITHIN 48.0 1.10943 21.72 1.62 0. 153 0 OUTCR. 40.0 1.20337 21. 72 2.10 0.162 2048a page 10 of 21

GEO.HBIP.02.07 Rev. 0 excerpt from PD3A.PUN Attachment D XMAX= 1.3153 S ection A- A, HBPP, Aug-02 1 #NAME? Pad, HBPF, ISFSI,0812002 ACCELER. TION VALL ES AT OU CROPPIN( LAYER -0.000378 -0.000173 1

-0.000451 0.000397 0.00032 0.000112 -0.000149 -0.000363

[LINES SKIPPED)

XMAX= 1.2834 S ection A- A, HBPP, Aug-02 CROPPIN( LAYER 11 #NAME? Pad, HBPF, ISFSI, 08 /2002 ACCELER, TION VALL ES AT O 1

-0.000537 -0.000261 0.000106 0.000422 0.000567

-0.000157 -0.000473 -0.000618 2

-0.000478 -0.000624 -0.000542 -0.000265 0.000103 0.000486 0.000208 -0.00016 3 0.000205 -0.000164 -0.000482 -0.000627 -0.000544 0.00042 0.000565 0.000483 4 0.00057 0.000487 0.000207 -0.000163 -0.000482

-0.000264 0.000106 0.000425 5 0.000112 0.000431 0.000577 0.000493 0.000211

-0.000626 -0.000542 -0.00026 6

-0.000538 -0.000254 0.00012 0.00044 0.000586

-0.00016 -0.000479 -0.000624 7 0.000217 -0.000156 -0.000476 -0.00062 -0.000533 -0.000248 0.000127 0.0005 8 0.000222 -0.000154 -0.000475 -0.000619 -0.000531 0.000449 0.000594 0.000507 . 9 0.000597 0.000508 0.00022 -0.000158 -0.000482

-0.000245 0.000131 0.000453 10 0.000125 0.000446 0.000589 0.000498 .000206

-0.000627 -0.000539 -0.000252 11

-0.000557 -0.000268 0.00011 0.000432 0.000575

-0.000174 -0.0005 -0.000646 12

-0.000514 -0.000657 -0.000564 -0.000269 0.000115 0.000483 0.0001 91 -0.00019 13 0.000221 -0.000151 -0.000464 -0.000594 -0.000483 0.000444 0.000593 0.000507 14 0.000766 0.000708 0.000453 0.000114 -0.000162

-0.000169 0.000238 0.000591 15 0.000722 0.001124 0.001346 0.001335 0.001124

-0.00025 -0.000095 0.000267 16 0.000739 0.001134 0.00161 a 0.002043 0.00228 0.000829 0.000594 0.000546 17 0.001514 0.001444 0.001608 0.001968 0.002409 0.002276 0.002066 0.001762 18 0.002605 0.002223 0.001891 0.001736 0.001813 0.002782 0.00296 0.002889 19 0.002808 0.002654 0.002295 0.001849 0.001466 0.002083 0.002434 0.002717 20 0.001932 0.002221 0.002322 0.002181 0.001835 0.001272 0.001324 0.001583 21 0.000907 0.001171 0.001521 0.001806 0.001901 0.001401 0.00103 0.000847 22 0.000564 0.000373 0.000428 0.000689 0.001038 0.001749 0.001392 0.000946 23 0.000902 0.000453 0.000067 -0.000127 0.000075 0.001323 0.001416 0.001263 24 0.000908 0.000754 0.000393 -0.000056 -0.00044 0.000184 0.000532 0.000816 25 0.000034 0.00032 0.000414 0.000261 -0.000097

-0.000633 -0.00057B -0.000316 26

-0.00104 -0.00077 -0.000415 -0.000129 -0.000041

-0.000542 -0.00092 -0.001104 27

-0.001453 -0.00166 -0.001616 -0.001359 -0.001011

-0.000206 -0.000583 -0.001051 28

-0.001151 -0.001605 -0.001996 -0.002193 -0.002141

-0.000725 -0.000631 -0.000786 29

-0.001142 -0.001292 -0.00165 -0.002096 -0.002478

-0.001879 -0.001527 -0.001238 30

-0.001988 -0.001699 -0.001602 -0.001751 -0.002105

-0.002666 -0.002608 -0.002341 31

-0.003007 -0.002723 -0.002353 -0.002051 -0.001946

-0.002542 -0.002911 -0.003083 32

-0.00324 -0.003406 -0.00332 -0.00302 -0.002629

-0.002089 -0.002439 -0.002874 33

-0.002552 -0.002937 -0.003258 -0.003386 -0.003273

-0.002296 -0.002153 -0.002251 34

-0.002102 -0.00221 -0.00252 -0.002913 -0.003241

-0.00296 -0.002564 -0.002237 35

-0.002628 -0.002322 -0.002197 -0.002294 -0.002566

-0.003382 -0.003287 -0.002997 36

-0.003028 -0.002691 -0.002317 -0.002053 -0.002011

-0.002896 -0.003143 -0.003197 37

-0.003373 -0.003463 -0.003284 -0.002901 -0.002453

-0.002218 -0.002611 -0.003048 38

-0.0021 -0.002425 -0.002804 -0.003076 -0.003114 -0.00288

-0.002101 -0.001971 39

-0.001366 -0.001481 -0.001815 -0.002223 -0.002537

-0.002437 -0.001932 -0.00153 40

-0.001502 -0.001078 -0.000869 -0.000922 -0.001188

-0.00262 -0.002425 -0.002006 41

-0.001708 -0.001365 -0.000983 -0.000718 -0.00069

-0.001533 -0.001803 -0.001874 42

-0.002186 -0.002272 -0.002059 -0.001612 -0.001078

-0.000929 -0.001363 -0.001839 43

-0.000651 -0.000928 -0.001097 -0.001037 -0.000728

-0.00063 -0.0004 -0.000427 44 0.000504 0.000141 -0.000479 -0.001178 -0.00175

-0.000252 0.000226 0.000523 page 11 of 21

GEO.HBIP.02.07 Rev. 0 PD1 B.INP Attachment D 16384 0.5 8

7 1 10 100.

1991) 11 100. #1 modulus for Clay PI 15 (Vucetic and Dobry 0.316 0.00316 0.01 0.0316 0.1 0.0001 0.000316 0.001

1. 3.16 10.

.94 .82 .64 .40 .21 1.000 1.000 1.000

.09 .04 .02 11 1. damping for Clay PI 15 (Vucetic & Dobry 1991) 0.00316 0.01 0.0316 0.1 0.316 0.0001 0.000316 0.001

1. 3.16 10.

2.6 4.5 7.8 11.7 16.3 1.7 1.7 1.7 20.2 23.0 23.0 11 100. #2 modulus for Sand (20 to 50 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003

1. 3. 10.

0.991 0.953 0.830 0.620 0.3 64 0.181 1.000 0.999 0.071 0.025 0.010 11 1. damping for Sand (20 to 50 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 O.000i 0.0003 0.001

1. 3. 10.

2.080 3.750 6.925 12.600 18.905 1.250 1.300 1.455 24.840 27.2 28.9 11 10 )0. #3 modulus for Sand (50 to 120 ft)

(EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.972 0.879 0.701 0.442 0.230 1.000 1.000 0.995 0.097 0.037 0.014 11 1. damping for Sand (50 to 120 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003

1. 3. 10.

1.300 1.665 2.865 5.415 10.465 16.560 1.090 1.145 22.915 25.5 27.0 11 100. #4 modulus for Sand (120 to 250 ft) (EPRI 1993) 0.3 0.0003 0.001 0.003 0.01 0.03 0.1 0.0001

1. 3. 10.

0.996 0.980 0.910 0.756 0.510 0.283 1.000 1.000 0.122 0.050 0.019 11 1. damping for Sand (120 to 250 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0 .1 0.3 0.0001 0.0003

1. 3. 10.

1.090 1.455 2.340 4.375 8.695 14. 580 0.935 0.935 21.250 23.8 25.5 11 100. #5 modulus for Sand (250 to 500 ft) (EPRI 1993) 0.001 0.003 0.01 0:03 0.1 0.3 0.0001 0.0003

1. 3. 10.

0.997 0.986 0.932 0.809 0.573 0.338 1.000 1.000 0.152 0.067 0.025 11 1. damping for Sand (25a to 500 ft) (EPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003

1. 3. 10.

0.900 1.145 1.875 3.490 7.185 12.705 0.800 0.800 19.270 22.4 24.0 11 100. #6 modulus for Sand (> 500 ft) IEPRI 1993) 0.001 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003-

1. 3. 10.

1. 000 0.998 0.991 0.955 0.860 0.658 0.417 1.000 page 12 of 21

GEO.HBIP.02.07 Rev. 0 PD1 BANP Attachment D 0.083 0.032 0.207 (EPRI 1993) 11 1. damping for Sand (> 500 ft) 0 . 03 0.1 0.3 0.001 0.003 0.01 0.0001 0.0003

3. 10. 5.520 10.260

1. 0.850 1.280 2 .500 0.625 0.625 0.570 20.2 22.5 16.770 11 100. #7 modulus for Weathered Roc:k 0.03 0 .1 0.3 0.001 0.003 0.01 0 .0001 0.0003

3. 10. 0.75 0.55

1. 0.990 0.9 60 0.900 1.000 1 .000 1.000 0.2 0.12 0.34 Rock 11 1. damping for Weathered 0.01 0.03 0 .1 0.3 0.001 0.003

0. 0001 0.0003

3. 10. 5.1 9.8 15.5

1. 1.4 2.8 0.24 .0.42 0.8

21. 25. 28.

2 08/2002 1 ~11 1 ISFSI Pad, HBPP, ISFSI, .130 1. 128. 1.

4.0 .05 128. 1.

1 2 1 .130 1.

4.0 ..05 1.

2 2 1 .130 1830.

5.0 .05 1.

3 1 1 .130 1830.

5.0 .05 188. 1.

4 1 1 .130 1.

5.0 .05 188. 1.

5 3 I .130 1.

5.0 .05 188. 1.

6 3.- 1 .130 1.

5.0 .05 188. 1.

7 3 1 .130 1.

5.0 .05 188. 1.

8 3 1 .130 1.

5.0 .05 188. 1.

9 3 1 .130 1.

5.0 .05 1.

10 3 1 .130 1500.

.05 11 1 B-B, HBPP, 08/2002

.005 2(8E15.7) SET 1, Section 1599916384

1. 20.

S1BB.AC8 3

1 0 4

30 1. 0.65 0

5 8 9 10. 11 11 4 5 6 7 0 1 2 3 1 1 1 1 1 1 1 1 1 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0

page 13 of21

GEO.HBIP.02.07 Rev. 0 excerpt from PD1 B.OUT Attachment D SNAxE -- A COMPUTER PROCRAN FOR EARTHQUAKE RESPONSE ANALYSUS OF HORI:OrTALLY LAYERED SITES KSS-DOS VERSION - CONVERTED TO IBM-PC BY Shyh-Shiun Lei, WCC January 1985 (Modified to Use 16384 Points and 100 Soil Layers. S.J. Chiou, August 1995)

.;. .......... ........ m~*....... .w Output file name PDlOUT Start time 19 . - .-

start tine : 19 . S --

MAX. NUMBER or TERMS IN FOURIER TRANSFORN . 16384 NECESSARY LENGTH OF BLAUE COMCOSO X . 102419 EARNT PRESSURE AT REST FOR SAND 0.500 OPTION 3 READ RELATION BETWEEC SOIL PROPERTIES AND STRAIN CURVES FOR RELATION STRAIN VERSUS SHEAR MODULUS AND DAMPING CLINMS SIPPrEDI I...... OPTION 2 . READ SOIL PROFILE NEW SOIL PROFILE NO. 1 IDZNTIFICATION rSFSI Pad. H"PP. ISFSI. 08/2002 ONU-BEX OF LAYERS 11 DEPTH TO BEDROCK 48.00 NUMBER OF FIRST SUMERCED LAYER 1 DEPTH TO WATER LEVEL 0.00 LAYER TYPE LXX-MOD THICKNESS DEPTH EFF. PRESS. - MODULUS DAMPING UNIT WEIGTH SHEAR VEL SVUAX 1 2 1215.214 4.00 2.00 0.133 1:213.214 0.0500 0.1300 348.634 548.634 2 2 2104.812 4.DO 6.00 0.406 2104.812 0.0500 0 .1300 722.043 722.043 3 1 13520.403 3.00 10.50 0.710 13520.403 0. 0500 0.1300 1830.000 1830.000 4 1 13520.403 5.00 15.50 1.048 13520.403 0.0500 0.1300 1830.000 1830.000 5 3 5714.232 5.00 20.50 1.386 5714.292 0.0s00 0.1300 1189.700 1189.700 6 3 6373.172 s.00 25.50 17724 6373.172 0.0s00 0.1300 1236.418 1256.418 7 3 4970.043 s.00 30.50 2.062 6970.043 0.0500 01300 1313.935 1313.933 8 3 7519.687 5.00 35.50 2.400 7519.607 0 .0500 0.1300 1364.760 1364.760 9 3 5031.804 5.00 40.50 2.738 8031.804 0.0500 0.1300 1410.467 1410.467 10 3 8513.169 s.00 4s.50 3.076 8313.169 0.0500 0. 1300 1452.118 1452.118 11 BASE 9084. 0.050 0.1300 1500.

PERIOD

• 0.15 FROX AVERAGE SHENRVEL. . 1319.

lMAXIMU AMPLIFICATION

• 13.57 FOR FREQUENCY . 7.08 C/SrC.

PERIOD e 0.14 SEC.

I...... OPTION 1

• READ INPUT MOTION EARTHOUAXE - Section I-B. HXBPP, 0/2002 13999 ACCELERATION VALUES AT TIME INTERVAL 0.00so THE VALUES ARE LISTED ROW BY ROW AS READ FROM CARDS TRAILING ZEROS ARE ADDED TO GIVE A TOTAL OF16354 VALUES MAXIMUM ACCELERATION . 1.98475 AT TINE . 23.24 SEC THE VALUES WILL BE MULTIPLIED BY A FACTOR

• 1.000 TO GIVE NEW MAXIMUM ACCELERATION

• 1.8847s MEAN SQUARE FREQUENCY . 2.14 C/SEC.

MAX ACCELERATION . 1.98970 FOR FREQUENCIES REMOVED ABOVE 20.00 C/SEC.

1...... OPTION 3 ... READ WHERE OBJECT MOTION IS GIVEN OBJECT MOTION IN LAYER NUMBER 1 OUTCROPPING page 14 of 21

excerpt from PD1 B.OUT GEO.HBIP.02.07 Rev. 0 Attachment D

...... OPTION 4 ... OBTAIN STAIN COMPATIBLE SOIL PROPERTIES MAXINUM NUMBER Or ITERATIONS . 30 MAXIMUM ERROR IN PERCENT a l.00 FACTOR FOR EFFECTIVE SWAIN IN TINE DOMAIN a 0.65 EARTHQUAKE - Section B-S. MEPP. 00/2002 SOIL PROFILE - ISFSI Pad. NBPP. ISFSI. 08/2002 JLINES SKIPPED)

ITERATION NUMBER 10 THE CALCULATION HAS BEEN CARRIED OUT IN THE TInE DOMAIN WITH rr. STRAIN * .65- MAX. STRAIN LAYER TYPE DEPTH En. STRAIN NEW DAMP. DAiMP USED ERROR NEW C G DSED ERROR NEW Vs 1 2 2 .0 0 .05255 0.096 0.096 0.0 4o0.603 608. 654 0.0 385.261 2 2 6.0 0.14 657 0.148 0.148 0.1 632 .115 632.829 -0.1 395. 689 I 10.5 0. 01706 0.060 0.060 0 .0 9957.425 9957.385 0.0 1570. 470 4 1 15.5 0.02779 0.074 0.074 0.0 8924.480 8924.419 0.0 2486. 783 3 20.5 0.15463 0.129 0.129 0.1 2045.075 2046. 419 -0.1 711.723 6 3 25.5 0.19170 0.141 0.141 0.1 2016. 606 2020.047 -0.2 706.752 7 3 30.5 0.23212 0.151 0.151 0.2 1948.135 1956. 024 -0. 4 694. 650 8 3 35.5 0.27889 0.162 0.161 0.4 1135.389 1852.772 -0.9 674.249 9., 3 40.5 0.32064 0.169 0 .169 0 .2 178 8.292 1792 .807 -0.3 665.542 10 3 45.s 0 .343531 0.3173 0.173 0.1 1130. 673 1832.357 -0. 1 673.182 VALUES IN TIKE DOMAIN LAYER TYPE THICTNESS DEPTH MAXSTRAIN MAX STRESS TMl PT Fr PRCNT PS? SEC

3. 2 4.0 2.0 0.08084 492.00 23.25 2 2 4.0 6.0 0.22548 1425.32 23.26 3 1 5.0 10.5 0.02624 2612.79 23.25 4 1 5.0 15.5 0.04276 3816.17 23.25 5 3 5. 0 20.5 0.23790 4865.16 23.26 4 3 5.0 25 .s 0.29492 3947.47 23.26 7 3 5.0 30.5 0.35711 6956.99 23.26 8 3 5.8 35.5 0.42907 7875.04 23.25 9 3 5.0 40.5 0.49329 8821.39 23.25 to 3 3.0 45.5 0.52847 9674.58 23.25 PERIOD a 0.24 FROM AVERAGE SNEARVEL. a 814.

NX.XIHUMA25PLIFICATION .* .03 FOR FREQUENCY

• 3.60 C/SEC.

PERIOD . 0.28 SEC.

I...... OPTION 5

• COMPUTEMOTION IN NEW SUBLAYERS EARTHQUAKE - Section B-B. HBPP. 06/2002 SOIL DEPOSIT - ISPSI Pad. nPP. IsrsI. 08/2002 LAYER D-PPTH MAX. ACC. TINE NEAN SQ. FR. ACC. RATIO PUNCHED CARDS F C SEC C/SEC OQUIZ ZONE ACC. RECORD OUTCR. 0.0 1.9 8970 23.24 2.14 0.025 2048 WITHIN 4.0 1. 97641 23.24 1.93 0.025 0 WITHIN 8.0 1.94693 23.24 1.66 0.023 WITHIN 13.0 1. 94342 23.24 1.61 0.023 0 0

WITHIN 18.0 1. 93937 23.24 1.59 0.023 0

WITHIN 23.0 1.92074 23.23 1.43 0.022 WITHIN 28. 0 1. 89016 23.23 1.40 0.02:1 0 WITHIN 33.0 1.83648 23 .23 1.45 0.023 0

WITHIN 38.0 1.75792 23 .23 1.52 0.023 0

WITHIN 43.0 1 .74443 23. 34 1.68 0.023 WITHIN 48.0 1.81702 23.34 1.88 0.021 0 OUTCR. 08.0 1.82178 23. 34 2.47 O .02t 2048a page 15 of 21

excerpt from PD1 B.PUN GEO.HBIP.02.07 Rev. 0

~~Attachment'D B.PUN from PD1 excerpt XMAX= 1.9897 S ection 8- B, HBPP, Aug-02 HBPF, ISFSI, 08 /2002 ACCELER TION VALI ES AT OU CROPPIN( LAYER 1 #NAME? Pad,

-0.000036 1 0.000215 0.000109 -0.00005 -0.000205 -0.000297 -0.000292 -0.000192

[LINES SKIPPED]

XMAX= 1.8218 S ection B- B, HBPP, Aug-02 TION VALI ES AT'OU CROPPIN( LAYER 11 #NAME? Pad, HBPF, ISFSI, 08 /2002 ACCELER.

0.000302 0.000656 0.000749 0.000546 0.000123 1

-0.000799 -0.000596 -0.000176

-0.000188 0.000296 0.000654 0.000749 2

-0.000359 -0.000717 -0.000814 -0.000612

-0.00074 -0.00084 -0.000636 -0.000206 0.000286 3 0.000544 0.000114 -0.000376 0.000107 -0.000392 -0.000763 -0.000866 -0.000661 4 0.000651 0.00075 0.000542 0.000743 0.000531 0.000087 -0.000422 -0.000803 5

-0.000225 0.000273 0.000643 0.000235 0.000609 0.000707 0.000489 0.000034 6

-0.000911 -0.000707 -0.000268

-0.000796 -0.000358 0.000148 0.000521 0.000615 7

-0.000488 -0.000881 -0.000997

-0.001165 -0.000973 -0.000539 -0.000037 8 0.000386 -0.000084 -0.000625 -0.001035

-0.00089 -0.001 324 -0.001475 -0.001298 9 0.000331 0.000414 0.000169 -0.000325 0.000038 -0.000231 -0.000754 -0.001352 -0.001819 10

-0.000875 -0.000383 40000027

-0.000974 -0.000641 -0.000605 -0.000912 -0.001 4B 11

-0.001999 -0.001847 -0.001445

-0.002758 -0.002395 -0.001962 -0.001672 -0.001685 12

-0.002126 -0.002642 -0.002868

-0.00398 -0.004272 -0.004224 -0.00392 -0.003545 13

-0.002049 -0.00268 -0.003395

-0.004546 -0.005341 -0.006001 -0.006361 -0.00637 14

-0.003316 -0.003397 -0.003835

-0.005703 -. 006181 -0.006933 -0.007767 -0.008461 15

-0.006112 -0.005777 -0.005585

-0.008254 -0.008044 -0.008142 -0.008599 -0.009328 16

-0.008843 -0.008861 -0.008601

-0.011072 -0.01073 -0.01029 -0.009981 -0.009978 17

-0.010135 -0.010791 -0.011121

-0.012212 -0.012418 -0.012229 -0.011732 -0.011128 18

-0.010335 -0.010965 -0.011668

-0.011.189 -0.011774 -0.012215 -0.012331 -0.012064 19

-0.010652 -0.010487 -0.010694

-0.01013 -0.01032 -0.010805 -0.011381 -0.011809 20

-0.011501 -0.010842 -0.010324

-0.01028 -0.009708 -0.009462 -0.009605 -0.010048 21

-0.011903 -0.011601 -0.010992

-0.010651 -0.009978 -0.009202 -0.008571 -0.008277 22

-0.010583 -0.010967 -0.011011

-0.00969 -0.009711 -0.009319 -0.008606 -0.007783 23

-0.008385 -0.008804 -0.009323

-0.007254 -0.007767 -0.008133 -0.008151 -0.007752 24

-0.007105 -0.006771 -0.006851

-0.00513 -0.0052 -0.005603 -0.006124 -0.006505 25

-0.007023 -0.00618 -0.00548

-0.004617 -0.003935 -0.003602 -0.003691 -0.00411 26

-0.00654 -0.006157 -0.005445

-0.004638 -0.003895 -0.003039 -0.002336 -0.001996 27

-0.004641 -0.005022 -0.005044

-0.003476 -0.003505 -0.003094 -0.002341 -0.001474 28

-0.002092 -0.002528 -0.003079

-0.001084 -0.001707 -0.002175 -0.002264 -0.001895 29

-0.000772 -0.000451 -0.000587 0.000737 0.000603 0.000104 -0.000524 -0.00099 30

-0.001162 -0.000299 0.000409 0.001051 0.001823 0.002201 0.002095 0.001591 31

-0.001064 -0.000661 0.000124 0.000553 0.001243 0.002078 0.002767 0.003075 32 0.000928 0.000399 0.000242 0.001178 0.001063 0.001437 0.002203 0.003112 33 0.002911 0.00237 0.001694 0.003495 0.002808 0.002299 0.002226 0.002686 34 0.003859 0.0042 0.004045 0.00597 0.005856 0.005266 0.004458 0.003765 35 0.003577 0.004633 0.005523 0.005341 0.00617 0.00662 0.00656 0.006055 36 0.003471 0.00371 0.004414 0.004823 0.005597 0.006606 0.007539 0.008113 37 0.005339 0.004733 0.004516 0.006645 0.006405 0.006605 0.007188 0.007936 38 0.008189 0.007814 0.007201 0.007971 0.007201 0.006588 0.006393 0.006727 39 0.008559 0.008811 0.008588 0.009777 0.009683 0.009121 0.008336 0.007656 40 0.007509 0.008486 0.009336 0.009429 0.010452 0.011182 0.011476 0.011369 41 0.00737 0.007629 0.008387 0.01131 0.012098 0.012999 0.013727 0.014038 42 0.011056 0.010806 0.010856 0.011423 0.010876 0.010729 0.010923 0.011253 43 0.013827 0.013162 0.012267 0.010006 0.009117 0.00843 0.008163 0.008387 44 0.011462 0.011342 0.010825 page 16 of21

pD3B.I~p GEO.HBIP.02.07 Rev. 0 P3B.INP Attachment D 16384 0.5 8

7 1 10 100.

Dobry 1991) 11 100. #1 modulus for Clay PI 15 (Vucetic and 0.1 0.316 0.00316 0.01 0.0316 0.0001 0.000316 0.001

1. 3 .16 10.

.94 82 64 .40 .21 1.000 1.000 1.000

.09 .04 .02 1991) 11 1. damping for Clay PI 15 (Vucetic & Dobry 0.316 0.00316 0.01 0.0316 0.1 0.000: l 0.000316 0.001

1. 3.16 10.

2.6 4.5 7.8 11.7 16.3 1.7 1.7 1.7 20.2 23.0 23.0 11 100. #2 modulus for Sarnd (20 to 50 ft) (EPRI 1993) 0.003 0 .01 0.03 0.1 0.3 0.0002 0.0003 0.001

1. 3. 10.

0 .95: 3 0.830 0.620 0.364 0.181 1.000 0.999 0.991 0.071 0.025 , 0.010 11 1. damping for Sand (20 tco 50 ft) (EPRI 1993) 0.3 0.00' 0.01 0.03 0. 1 0.0001 0.0003 0.001

1. 3. 10.

2.08( 3.750 6.925 12.600 18.905 1.250 1.300 1.455 24.840 27.2 28.9 (EPRI 1993) 11 100. #3 modulus for San d (50 to 120 ft) 0 .1 0.3 0.0003 0.001 0.003 0.01 0.03 0.0001

1. 3. 10.

0.972 0.879 0.701 0.442 0.230 1.000 1.000 0.995 0.097 0.037 0.014 11 1. damping for Sand (50 tc 120 ft) (EPRI 1993) 0.3 0.003 0.01 0.03 0 .1 0.0001 0.0003 0.001

1. 3. 10.

1. 665 2.865 5.415 10.465 16. 560 1.090 1.145 1.300 22.915 25.5 27.0 11 LOO. #4 modulus for Sanc d (120 to 250 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.980 0.910 0.756 0.510 0.283 1.000 1.000 0.996 0.122 0.050 0.019 11 1. damping for Sand ((120 to 250 ft) (EPRI 1993) 0.-003 0.01 0.03 0 .1 0.3 0.0001 0.0003 0.001

1. 3. 10.

1.455 2.340 4.375 8.695 14.580 0.935 0.935 1.090 21.250 23.8 25.5 11 1L00. #5 modulus for Sandd (250 to 500 ft) (EPRI 1993) 0.003 0.01 0.03 0.1 0.3 0.0001 0.0003 0.001

1. 3. 10.

0.986 0.932 0.809 0.573 0.338 1.000 1.000 0.997 0.152 0.067 0.025 1993) 11 1. damping for Sand 250 tc 500 ft) (EPRI 0.3

0. 003 0.01 0.03 0.1 0.0001 0.0003 0.001

1. 3. 10.

1 .145 1.875 3.490 7.185 12.705 0.800 0.800 0.900 19.270 22.4 24.0 1993) 11 1 00. #6 modulus for Sand (> 50'0 ft) (EPRI 0.3 0.001 0.

I 003 0.01 0.03 0 .1 0.0001 0.0003

1. 3. 10.

0.991 0 .955 0.860 0.658 0.417 1.000 L.000 0.998 page 17of21

GEO.HBIP.02.07 Rev. 0 Attachnent D PD3B.INP 0.207 0.083 0.032 500 ft) (EPRI 1993) 11 1. damping for Sand (> 0 .01 0.03 0 .1 0.3 0.0003 0.001 0 .003 0.0001

1. 3. 10. 2. 500 5.520 10.260 0.625 0.850 1.280 0.570 0.625 16.770 20.2 22.5 Rocl 11 100. #7 modulus for Weathered 0.01 0. 03 0.1 0.3 0.0003 0.001 0.003 0.0001

1. 3. 10. 0. 900 0.75 0.55 1.000 0.990 0 . 960 1.000 1.000 0.34 0.2 0.12 Rock 11 1. damping for Weathered 0.01 0.03 0.1 0.3 0.0003 0.001 0.003 0.0001

1. 3. 10. 5.31 9.8 15.5 0.8 1.4 2.8 0.24 0.42

21. 25. 28.

2 08 /2002

,1 11 1 ISFSI Pad, HBPP, ISFSI, .130 1. 128. 1.

4.0 .05 128. 1.

1 2 1 .130 1.

4.0 .05 1.

2 2 1 .130 1830.

5.0 .05 1.

3 1 1 .130 1830.

5.0 .05 188. 1.

4 1 1 .130 1.

5.0 .05 188. 1.

5 3 1 .130 1.

.05 1.

6 3 1 5.0 .130 1. 188.

5.0 .05 1.

7 3 1 .130 1. 188.

5.0 .05 1.

8 3 1 .130 1. 188.

5.0 .05 1.

9 3 1 .130 1. 188.

5.0 .05 1.

10 3 1 .130 1500.

.05 11 1 B-B, HBPP, 08/2002

.005 2(8E15.7) SET 3, Section 1599916384

1. 20.

S3BB.AC8 3

1 0 4

0 30 1. 0.65 5 8 9 10 11 11 4 5 6 7 1 2 3 1 0 1 1 1 1 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 0

I page 18 of21

GEO.HBtF.02.07 Rev. 0 Attachment D excerpt from PD3B.OUT SNARE -- A COMPUTER PROGRAM FOR L-ORTHOUA.E RESPONSE ANALYSIS SITES OF HORIZONTALLY LAYERED aY tS-ODOS VERSION - CONvERTED so 1DM-PC Shyh-Shiun Lai , CC January 1985 Points and 100 (Modified to Use 16384 Layers S..S. ChiOu. August 199S7 Soil name P03R.OUT output file time 19 /"/1 -

Start Start time 19' I "

. 16364 in FOURIER TRANSFoRM MIX. NIlZR Or TrRMS

• 102419

• LANX CO00OM R NECESSARY LENCTH OF 0.500 FOR SAND M EARTH PRESSURE AT REST ETWEEES SOIL PROERTIES AND STRAIN I - READ RELATION . 7 .,

I... OPTION MODULUS AND DAMPING STRAIN VERSUS SHEAR CURVES FOR RELATION ILINES SK1PPED1 OPTION 2 -- lEAD SOIL PROFILE 1....

ISrSI Pad. HIPP. ISrSI. 08/2002 1 IDETICATION NEW SOIL PROFILE NO.

48.00 11 DEPTH To SEDROCK 0.00 ONU20SER Or LAYERS 1 DEPTH To WATER LEVEL uSVHfROF FIRST SVBJERCCD LAYER SHEAR VEL SVNAX DAmPSNC UNIT WEIGTH Err. PRESS. SODULUS THICIESS DEPTH LAYER TYPE 804X-MOD 54B.634 548.634 0.0500 0.1300 0.135 1215.214 722.043 722.043 4.00 2.00 0.0500 0.1300 2 1215.214 0.40i 2104.812 1830.e00 1830.000 1 6.00 0.1300 2 2104.812 4.00 13520.403 0.0500 1830.000 1830.000 2 10.50 0.710 0.1300 13520.403 5.00 13528.403 0.0500 3.169.700 1189.700 3 1 1.048 0.1300 5.00 15.50 0.0500 1 13520.403 1.356 5714.292 1256.418 1256.418 4 20.50 0.1300 3 5714.292 5.00 6373.172 0.0500 3313.53S 1313.935 5 25.50 1.724 o.1300 6373.172 5.00 6970.043 0.0500 1364.760 1364.760 C 3 30.50 2.062 0.1300 3 6970.0iB 5.00 7519.687 0.0500 1410.467 1410.467 7 35.SO 2.400 0.1300 7519.6$7 S.00 8031.804 0. 0500 1452.118 1452.118 A 3 2.738 0.1300 3.00 40.50 0 .0500 9 3 1031.804 3.076 8513.169 1300.

5.00 45.50 o.050 0.1300 3 8513.369 5064.

10 11 SASE SHLARVEL.

• 1319.

PERIOD

• 0.15 FROM AVERAGE AMPLIFICATION . 13.57 mAIMUM

• 7.08 C/SEC.

FOR FREQUENCY

. 0.14 SEC.

PERIOD OPTION 1 READ INPUT MOTION I......

Section R-71. IMPP. 06/2002 EARQUAK -

0.0050 VALUES AT TINE INTERVAL 15999 ACCELMEATION CARDS ROW BY ROW AS READ FROM THE VALUES ARE LISTED or16364 VALUES ADDED TO GIVE A TOTAL TRAILING ZEROS ARM

• 1.84707 MAXIMIUM ACCELERATION

• 23.28 SEC AT TIME BY A FACTOR

• 1.000 THE VALUES WILL eE MULTIPLIED

• 1.54707 ACCELERATION TO GIVE NEW MAXIMUM FREQUENCY 1.84 C/SEC.

MEAN SOUARE REMOVED AbOVE 20.00 C/SEC.

1.82903 FOR FREQUENCIES MAX ACCELERATION -

IS GIVEN 7OPTION 3

• READ WHERE OB3ECT NOTION 1..--.

NUMBER 1 OUCROPPING OBJECT MOTION IN LAYER page 19 of 21

GEO.HBIP.02.07 Rev. 0 excerpt from PD3B.OUT Attachment D

..... - OPTION 4 OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES KAXIXUK NUMBER Or ITERATIONS

• 30 KAXflCSERROR IN PERCENT . 1.00 FACTOR FOR EFFECTIVE STRAIN IN TINE DOMAIN a 0. 65 EARTHQUAKE - Section B-8. NBPP. 08/2002 SOIL PROFILE - ISFSI Pad. BPP ISTSI. 08/2002 (LINES SXKPPED, ITERATION OlOXER 10 THE CALCULATION RAS *EEN CARRIED OUT IN THE TIME DOMAIN WITH EST. STRAIN a *65, AX. STRAIN LAYER TYPE DEPTH EFr. STRAIN NEW DAMP. DAMP USED ERROR NEW C C USED ERROR NEW Vs 1 2 2.0 0.04831 0.092 0.092 0.0 630.330 630.350 0.0 3 95.130 2 2 6.0 0.13132 0.142 0.142 0.1 670 .621 671.214 -0.1 407 .563 3 1 10.5 0.01502 0.057 0.057 0.0 10226.632 10226.463 0.0 1591.560 4 1 15.5 0.02407 0.070 0.070 0.0 9321.004 9228.322 0.0 1311.921 3 20.5 0. 12618 0.118 0.116 0.0 .2269.327 2269.740 0.0 749.730 3 25.3 0.15139 0.128 0.128 0.0 230 .3 1L 2306.685 -0 .1 755. 651 7 3 30.5 0.17749 0.136 0.134 0.1 2309.085 2312.004 -0.1 756.269 3 35.3 0.20519 0.145 0 .144 0.2 2280.711 2286.940 -0 .3 751.608 9 3 *40.5 0.2357 S 0.152 0.152 0.3 2220. 634 2232.693' -0 .'3. 741. 643 10 3 45.5 0.26935 0.160 0.159 0.4 2135. 0 84 2156.277 -1.0 72:7.217 VALUES IN TINE DOAIrN LAYER TYPE THICKNESS DEPTH MAX STRAIN MAX STRESS TIME FT PT PRCNT PST SEC 2 4.0 2.0 0.07432 468.47 23.29 2 2 4.0 6.0 0.20203 1334.87 23.30 1 5.0 10.5 0.02310 2362.73 23.29 2

1 5.0 13.3 0.03703 3417.40 23.29 3 5.0 20.5 0.19412 4403.17 23.30 6 3 3.0 23.3 0.23322 5376.37 23.30 7 3 3.0 30.5 0.27306 6305.13 23.30 S 3.0 35.5 0.31568 7199.70 23.31 3 40.5 0.31274 9 5.0 £055.23 23.31 3

10 3.0 45.3 0.41438 £847.41 23.31 PERIOD

• 0.22 FROM AVERAGE SHEARVEL. a 837.

MAXIMUM AMPLIFICATION .* .32 FOR FREQUENCY . 3 .93 C/SEC.

PERIOD . 0.25 SEC.

I..... - OPTION S CONPUTE NOTION IN NEW SUBLAYERS EARTHQUAKE - Section 8-R. NBPP, 00/2002 SOIL DEPOSIT - 1STSI Pad, HBPP. ISTSX. 08/2002 LAYER DEPTH MXX. ACC. TIME MEAN So. FR ACC. RATIO PUNCHED CARDS FT C SEC C/SEC oUIET ZONE ACC. RECORD OUTCR. 0.0 1.82903 23.28 1.84 0.104 2046 WITRIN 4.0 1.77829 23.28 1.69 0.103 0 WITHIN 0 .0 1.65649 23.28 1.46 0.104 0 WITHIN 13.0 1.64283 23.28 1.44 0.104 0 WITHIN 10.0 1.62481 23.28 1.41 0.103 WITHIN 23.0 1. 53076 23.31 1.27 .0.102 WITHIN 28.0 1. 51259 23.31 1.20 0. 100 WITHIN 33.0 1.47074 23.31 1.19 0.09B WITHIN 38.0 1.41789 23.23 1.21 0.097 WITHIN 43.0 1. 43325 23.23 1.28 0.092 a WITHIN 40.0 1. 46200 23.22 1.30 0.089 OCTCR. 40.0 1.72280 23.22 1.82 0.100 2048 page 20 of 21

GEO.HBIP.02.07 Rev. 0 excerpt from PD3B.PUN Attachment D XMAX= 1.8290 S ection B- B, HBPP, Aug-02 1 #NAME? Pad, HBPF, ISFSI, 08/2002 ACCELER. TION VALt ES AT OU CROPPIN( LAYER 1

-0.000046 0.00008 0.000249 0.000364 0.000269 0.00012 -0.000016 -0.000081

[LINES SKIPPED]

XMAX= 1.7228 S ection B- B, HBPP, Aug-02 ACCELER. TION VALL ES AT OU CROPPIN( LAYER 11 #NAMEl ?Pad, HBPF, ISFSI, 08 /2002 0.000269 0.000639 0.00082 2 0.000748 0.000444 1

-0.000517 -0.000447 -0.000146

-0.000434 -0.000121 0.00030 4 0.00068 0.000866 2 0.000029 -0.000339 -0.000517

-0.000306 -0.000485 -0.00040: 2 -0.000089 0.000336 3 0.00079 0.000484 0.000064 0.0005 0.000076 -0.00029. 5 -0.000474 -0.000388 4 0.000711 0.000893 0.000812 0.000915 0.000832 0.000511a 0.000092 -0.000281 5

-0.000072 0.000357 0.000733 0.000382 0.00076 0.00094.2 0.000858 0.000542 6

-0.000458 -0.000369 -0.000049

-0.000342 -0.000018 0.00041, 7 0.000797 0.000979 7 0.000115 -0.000258 -0.000434

-0.000223 -0.000397 -0.0003O, 0.000027 0.000466 8 0.000894 0.000577 0.000148 9 0.001032 0.000947 0.000629 0.000201 -0.0001, -0.00034 -0.00024 0.000848 10 0.000093 0.000537 0.000922 0.001107 0.001021 0.00070"3 0.000274 -0.000095 0.000626 0.001015 0.001201 0.001116 0.000798 11

-0.000263 -0.000159 0.000179 12 0.000371 0.000005 -0.000156 -0.000043 0.000305 0.00076! 0.001168 0.001369 0.000262 0.000133 0.000289 0.000669 0.001169 13 0.001301 0.001003 0.0006 0.001562 0.001198 0.000895 0.00081 0.000997 14 0.001611 0.001851 0.001822 15 0.001421 0.001955 0.002426 0.002691 0.002681 0.00243E 0.002081 0.001787 0.002799 0.003235 0.003453 0.003385 0.003071 16 0.001698 0.001879 0.00229 17 0.002179 0.002497 0.002912 0.003255 0.003382 0.00264 0.002264 0.002088 0.001902 0.001683 0.001744 0.002044 0.002452 18 0.003227 0.002834 0.002335 0.00242 0.001944 0.001536 0.001342 0.001426 19 0.002797 0.002933 0.002793 0.002646 0.002497 0.00211 0.001617 0.001192 20 0.001744 0.002164 0.002513 0.00175 0.002079 0.002188 o.do2016 0.001605 21 0.000981 0.001048 0.001349 0.000481 0.000776 0.001175 0.001503 0.001613 22 0.001091 0.000648 0.000423 0.000086 -0.000131 -0.000064 0.000242 0.000652 23 0.001442 0.001033 0.000523 24 0.000993 0.001116 0.00096 0.000569 0.000078 -0.000338 -0.000534 -0.000448 0.000768 0.000612 0.000221 -0.000265 -0.000671 25

-0.000125 0.000296 0.000643 26

-0.000388 0.000063 0.000437 0.000585 0.000442 0.000057

-0.000849 -0.000739

-0.000953 -0.000621 -0.000186 0.000177 0.000321 27

-0.000433 -0.00085 -0.001044

-0.001058 -0.001229 -0.001114 -0.00076 -0.000305 28 0.000182 -0.000192 -0.000664

-0.000239 -0.000691 -0.001067 -0.001223 -0.001101 29 0.000076 0.000237 0.000117 0.000197 0.000054 -0.000319 -0.000782 -0.00116 30

-0.000748 -0.000304 0.000059.

-0.000355 0.000012 0.000145 -0.00001 -0.000403 31

-0.001309 -0.001175 -0.000809

-0.001353 -0.001 -0.000548 -0.00017 -0.000013 32

-0.00089 -0.001294 -0.001467

-0.001268 -0.001404 -0.001267 -0.000911 -0.000474 33

-0.000131 -0.000477 -0.000913

-0.000557 -0.001031 -0.001426 -0.001608 -0.00153 34

-0.000128 -0.000009 -0.00017

-0.000573 -0.00077 -0.00115 -0.001568 -0.001863 35

-0.001245 -0.000889 -0.000624

-0.000889 -0.000621 -0.000631 -0.000944 -0.001472 36

-0.001916 -0.001704 -0.001308

-0.002483 -0.002107 -0.001676 -0.001382 -0.001362 37

-0.002046 -0.002479 -0.002636

-0.003107 -0.00321 -0.00298 -0.002502 -0.001954 38

-0.001649 -0.002156 -0.002707

-0.002061 -0.002591 -0.002999 -0.003133 -0.002943 39

-0.001539 -0.001409 -0.001609

-0.001624 -0.00204 -0.002531 -0.002907 40

-0.002505 -0.001986 -0.001583 -0.001447

-0.001987 -0.001673 -0.00164 -0.001918 -0.002422 41

-0.003023 -0.002841 -0.002439

-0.00325 -0.002773 -0.002223 -0.001791 -0.001615 42

-0.002973 -0.003374 -0.003478

-0.002438 -0.002242 -0.001727 -0.001016 -0.000326 43

-0.001722 -0.002018 -0.00232

-0.001776 -0.002407 -0.002673 -0.002507 44 0.000114 0.000145 -0.000258 -0.000974 page 21 of 21

GEO.HBIP.02.07 Rev. I Attachment E Attachment E QUAD4MU Input and Output Excerpts (see Table 7-7 for listing of files)

Page 1 of 31

GEO.HBIP.02.07 Rev. I Attachment E HBSOILNW.DAT 4 FOR HUMBOLDT BAY POWER PLANT, 08/2002 11 #1 modulus for Clay PI 15 (Vucetic and Dobry 19 91) 0.0001 0.000316 0.001 0.00316 0.01 0.0 316 0.1 0. 316

1. 3 .16 10.

1.000 1.000 1.000 .94 .82 .64 .40 .21

.09 .04 .02 11 damping for Clay-PI 15 (Vucetic - & Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0 316 0.1 0.316

1. 3.16 10.

1.7 1.7 1.7 2.6 4.5 7.8 11.7 16.3 20.2 23.0 23.0 11 #2 modulus for Sand (21 0 to 50 f Et) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0 .03 0.1 0.3

1. 3. 10.

1.000 0.999 0.991 0.953 0.830 0.'620 0 364 0.181 0.071 0.025 0.010 11 damping for Sand 420 tc: 50 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0. 3

1. 3. 10.

1.250 1.300 1.455 2. 080 3.750 6.2925 12.600 18.905 24.840 27.200 28.900 11 *3 modulus for Clay PI 15 (Vuce tic and Dobry 19!91) 0.0001 0.000316 0.001 0.00316 0.01 0.0:316 0.1 0.316

1. 3.16 10.

1.000 1.000 1.000 .94 .82 .64 .40 .21

.09 .04 .02 11 damping for Clay PI 15 (Vucetic & Dobry 1991) 0.0001 0.000316 0.001 0.00316 0.01 0.0:316 0.1 0.316

1. 3.16 10.

1.7 1.7 1.7 2.6 4.5 17.8 11.7 16.3 20.2 23.0 23.0 21 #4 modulus for Sand (5CD to 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0. 03 0.1 0.3

1. 3. 10.

1.000 1.000 0.995 0.972 0.879 0.7701 0.442 0.230 0.097 0.037 0.014 11 damping for Sand (50 to, 120 ft) (EPRI 1993) 0.0001 0.0003 0.001 0.003 0.01 0.03 0.1 0.3

1. 3. 10.

1.090 1.145 1.300 1.665 2.865 5.415 10.465 16.560 22.915 25.500 27.000 Page 2 of 31

GEO.HBIP.02.07 Rev. I Attachment E PD1A.Q41 9010. flGt UV4. 0471 1 607 6. load. 46'*20 .41 4274.17 1606.170 .1005 9171615. £041.l. S L..S414. 1. 22 31 32 47 44 ii 34 17 £4 47 .7 2201.42 1761.14 i04

.3 12423.74 4030.62 .1694

)4 31 45 01 501 510.6 .06146.

2 0.n flfl. 1.555. L)0. . 2)2776

?..47 42 21 4 14 :12 .67 764.7 21.94 .2404 245917646 2 420.6£ 4£ 4) 4£ 10 14

.67 5913.03 7222.4£ .066 941* 57 714`III.?1341 .471261 2606.79 .66

- . . pros tint)

M=4104 b 030*4) 19 14.

£1 47 46. .47 220.42 1501.14 M.16.

1972iua.i.45.12..00I .47 13425.76 040042 .404

.4 912.6 01460.42 .10o"4 2 0 9 6 2.3. 44 a6 5 4 41 SitS 1.0 1.9 45 11 14~ IC, 42

~.7

.47 6474.53 7299.00 5)1' .2 6).2

.1044

.20.0

~ ~ ~ ~ ~ ~ ~ ~~..

III,..' S

• 130.6 111.1 10.00 47

.6 120.91 911.01 6736.77 7122.64

.16060

.46000 2~lx~1.1 13 15 09 70 4 94075W?

OW?

IMII" 0 16 :11 623 72 72 57 s4 6274 72 .47 12621.76 11760.62 .2044 116.66 6717.26 .4117 06 42 44 71t 7 .47 390i.01'

.47 .. .

729.6 302.7 .I6£0 74 .47 7074.67 4211.74  :.2460 60 4 24 7 024 .47 6424.64 6721.1 .2T 0 U.2W tGa 001~t)40 007flO.02 171 40*00.~4 .47 622.17 7112.64 .96 1070 71 12 0 .06

.47 1270.99 4014.79

.47 3261.42 4741.16" 66 114.4 .47 12422.24 10940. .40400 4672 72 6 63

.47 12425.76 010. I.6GO4.

111 112 12. 121 117 13£ in 2I" 117 is. 363 216 217 210 67 as G4 60. 7 20£ 321.22 .01

.67 £67.92:

"22£ 146 ItO: 241 I.:61" 104£4 492£ 122 4*2 6613M4 70 G76 77 90 so7 .67 1299.66 163.27 .4644 667 464 Ii 662763 ?Iii 217 740 It0 711 779 you i's 71 9 61* 019 S1 75 79 90  :,4 .7 77.7 £499.74 .64 72 79 5 92 9 .47 0169 6703.77 . 4 91 102. 1i2 inWU2 2122 £21 I's 231 135 136s 27136 142 73 20 91 92 9 0611.9 7122.64 .346G

..7 146,4925014 1I" 119 4 161 1l2 162 171 172 173 174 17$ 12 1216.79 M.16

.47 1278.99 1U£ 1ts 166 167 III its 117 £96 ill 20£ 297 2t6 207 216 211

.7 221.42 174.24 1060 212 219 "I'l 21

a. 222 233: 22 21i 211 326 225 234 262 242 74 1 3 92 6

.19400 2 54 237 211 229 260 241 242 126 271 271 71 92 42 94 9 150.94 .47 13423.761090.2 245 24S 4726I 6 1 9 27n 273 274 371 271 27717625212726 3 71 62 .4C1 6£ .47 3114.05 4797.24 .19460 241132231 21 22$a126 32 20 329 214 237 226 239"34 77 64 612 96 I 39 4£34 312.40 .67 7996 0639.2 .19446 241$1 34224 141 34452 34631W3£N0721 76 3 6 94 1 76714.67 01.7" 464 134.94 s 314 27 27£ 371 376 377 $637910 i 2102 .4 619.94 0720.75 .20469 isi33 i3425 71 64 67 16 97 23.so 164 6 263M2£311 394 397 296 399 4160li 662 442 406 7122.04 .46i'

.47 6101.01 414 417 426 4*1 414 421 £122 423 431 42 4233 7 1 136.94 .1669 422 412 414 41 l 1 1 1 1 66Z 670 66 2 .47 1270.19 1616.77 44(23 434 437 £6£141£1£2£3 124.94 61 96 51 202 161 .4,7 2314 171.4 161 191 492 All 494 ill 166 497 496 167 006 04 I.296 479£5 469 692 .7 1301%.76 2044.42 1

Is51 11 161352 117 2 12662 10 11 2212 B. 92 13 1"I 102 1 .67 647,4.0 5329.23 .66 171 172 162 al4 "S5 141 167 SIG 561196 £02 4023 51 15 91 1ad19 140 19I07 "41 404 043 644 607 144 401 £2 22 6223 424 123 a26 627 6i.

.117216 1492 I.66 62 211.. .47767.0 4296.76 .26006 0416 69iI I n

.47 6416.94 A1725.7 .464-47 41.7 7122.4 .160 961 1001 161 2024Is 1046116 n 107 1367 1127 1147 11 IS716712 130.0 .47 1272.29 1616.79 .4=00

.41 3201.41 0740.16 .164 17 106 10 16 1

£612 166a1694 £69)701171 17131717: l :11: 117:

II 146 lo, 120 119 .47 6446 429.3d141 649 4a194441 4 d6 476 110 411 £427 141 697 696 1229 42 2 II:17 111 136.60 .47 764..67 621.7 .264 1290: 65 622 512  : 0 .47 621.142 1472.11 .1901a 6263130 22 67 6£ 61: 63£ 1 646 1)6.:0 .47 611 .65a.? 7112..44 .19460

.47 29625.32 0741 .24060 100 I., 12 I 17 22 .47 3.162.24 1261.27 1604 24n 15 12L13 4 6 127 .17 341.3 1216.1 .104

£07 114 117 121 116 11460.4 .100

.47 122.7 114 117 110 120 £21

.7 131.7 03 64146.42 .1000 117 116419 122 126 410 141 120 122 121 .47 6299.4, 40925 .204 11 19 t2 132122 ,136.14 .47 46171.12 242.02 .

.47 7£76.41 SF9.1 2 154 122 155 1)4 112 122 116.94 11 21 12 124 137 110.94

.47 602.22 4411.41 .217 120.60: .17 043112 0412.15 .169 1112 12 164 135l 116 124 229A41 11 100 126.9 .41 1161.91 711903.7 47 127.1 10 6.7 1.1 1 li0 129 132 £43 1'l1 .2017 1, IL 1 2, 13 12. 15. 129.17 ad 124.04 .47 2)71.2 0617.01 121 121 122 144 2 L

$22 112 122 241 II ad.4 224.64 11237 .141.42 .104GA6

.47 124 134121 06a 4

.47 6446.9 310S.26 .1d004

17 7294.46 3315 I.217 12 101 119 146 .47 7976.4 62104.21 .94 74 7, 65 21 06 4IS114.6£ T.7 72117.6M267.78.06 47 STo I20 16. 49 114.;14:1 1.67 3a.6 0211.716 :5II .4: 412271 d 29.02 .160403 151 137 150 5.11011 10:3 2.1 26 4'I :430.06 l.1 .4794109 672.7 .140i0 1240 413123 112 I.1 a1610.4 61.0. 161 9 1 141i6 .I3 II 46 21 2M2 2 1 4 126.09 I .67P 6111.61' 1152.-1oi 11 2 130.06 . 1270.91 162.7S .1400

11. ... 42.24 71.4 .64 .47 1 :4614 1464.14 .145 12s 11 14O 21 924 :2 12.0 .72224 3 12.20:1::O .4712416.7 1904.4 160 47 166S.61 16.11 .2094 12 15 I £ 2) 132 142 142 111 121 .47 1,242.16 44.4 .149

.47. 4674I.£21) .I2 .47 42120.76 £1400.42 .96 10t 79, 20. I..124,.6£'l 263 17.

14i 1.0 1716175 34s ii 291. 12 25 I

~1200%

12.14d 4770.6 6127

.47d 7674.47:: 129.74.

.01

.1£0

13) 14214611 1)0l146 141 150 107 1

.47 72.02.

N .41.12... 6

.16000 1.2 22

.1 Is.)4do .9 .47t 4ll 4.96 6726.170.£46 .67 766.5. 1421".23

.192 2 16.

30 U.31 22 3). 22s £1' 1)0.14 .I7%tL47 1921.01 71)2.4I .406 110 144 : 14 01 .£7 636.17 0714.07 N..59

.4 l 27.91i 2016.7 .ll1t 1)M 17 149 La I16 .47 617.42 7212.92 .2,-£ 122 122 2£1 35l 3'.4 3il 20141 5 1

.7 £7.1 7491.12 .1."Of 2£. .7 36 21 23.514' W.4 112423..79 61404 t.205 3 21 64.6 4I9 20.04 . Ill 2421.7 1249£6L21 .12£ 133149 L13 1 12I .67 9613.2 342U 710 I

.33 19737.21 2229.613 .6 21 46I 251 423 109.14U212 1.47 4474.0S2 13)2 .22d 11400 14£ 131 is. 41: 144 36& 126 112 £44 141 .47 3001.03 26413.1) .10 141 152 411 IM 121.9 1, lI .47, 1239.4412 163321L .006 237Il 193£ 446 147

14) II$I15 47 17312.39 2141.42 .14106 62l 4.1 4

. ' 1.11.631 4 7434..49 129.7 404 314471.4 .06 I'l 20 112: .47 '721.00 041 117 116 171 17 447 109 440 172 172

.47 9242.67 74T3.55 1 .15046 149 42 162 171 174 .47 001.7 617124 .16006 155 It. 512 I115.75

.25 2770.13 142.12 9 .00 is. 143 144 173 174

47 2762.72 2011.62l OR40 112 164 104565L 7 112 21. 646 71 17 114 444 147 054 171: .47 13425.76 1605.42 .661

.47 2646.61 6721 .00 121604 269 14214 111 174 135 116 167i Pag~e 3 of 31

GEO.HBIP.02.07 Rev. I Attachment E

.6 )0.27 017.21s 100 327 I22 100 105 isi i's u7s ii) 090 .135 7030.20 5676.60

'00 S22 320 210 27 .2)090 ii 17i n7 19i 12 2 .7 0707.0 707.22 .109)0 02025.70 10000.02 .i0300 047 oo is) 134 112 .07w~~~~~~~~

0002.67 75)1.03 00:s2.70 SI0T0.:

105 II) 152 11 Is' .00056 .00900

.0 599274 7000.01 .09020 202 21 332 210 300 01360.00 1270.70 .0000

.000eo 0911.36 3547.S .00096@

0 1363 04 0I7 191 710 23) 1 2 50212 15 less. 2 179 is) 00 1I It. tl a .00000 1:22U.X1 .0 000 I,) 1 1,z67 20 115 sle .10600 .20009 5102 0 210 2)5 221 220 3) 30 152 1 0559.76 0a9i7.02 on ,ov us us 20 .7 2702.7 7900.6 .i0609

.o 022.70

, 020.27. 229022007.29 174 It0 105 202 2)1 .27 979.15 2220.70 026.09

.2000 317 020 227: 215' 200, 2 5.09 11275.i 2029.10 Il ,, 7,} .07 1).0.79 10900.02 G Li L7 .1707.0 102.00I .00009 220.09 2271.02 2620.30 o7 06 iso 20) 20

.47 7s17tS 0207.25 .0096 220 33 2 309 259 256 i77 191 192 205 204 .i7 9002.07 s7)52.05 MX]3 021 109 }S 300 .. 209a 256 7 .130

.0090*

Ut, lsl *1 t O .07 6607.70 7115.01 .0933 175 1i1 015 2)4 203 .0900 2 5.6 us ig io 0 24 025 02 209.2 06 is I69 206 207 .1000 120.0 .)9)30*

.13009 322 313 300 160 20 026.09 1211: S352.00 502.09 0002.10 201.1)0 74i0.01 505.65 .00009

.47 00225.71 0L2 :.5 .1060 121 204 326 266

21 110.00 99)2.27 .0 0000 200 .20090 7)00.21 iii Is is 29 502.12 067 .02 .0090 1100 327 209 307 5I" 201 1200 3275.77 0927.01 020.10 .0000 . ,2 226 207A 746

,, ,A 267 ,$3 290 La.§ i62 204 1 210 26 .0 96 029 709 209 260 207 03025.79 i6lO.0.

is) ,, 1:9 21S 2l .0 b7 007.0 7070.02 .1030 600)0 7152.05 s 12106.57 9724.00 .0@ 000 16e 200 201 216 21) 1160 .07 t97 20) 20) 010 21) .00000 232 2s5 351 170 109 02022.20 00917.00 05 2el1 2)0 117 1ii .07.0 0602.70 9417.025 7000.00 707.2 .2090

.07 700.127 42i7.22 02000.13 3101.35 106 204 20) 210 207 .1060 090 205 20 210 210 .1090 106.69 02320.01 03022.00 .09069e ii1 200 207 2 210 .2) 2775.1) 102.104 .00900 019.90

$25 .)16 SU 17 al 12007.00 10077.71 is) is, 209 221 720 .000 527 230 275 257 21 270 050 .2 3099 32 )627 15

.10000 2)7 257 357 l76 27 .1l3500 is) 09 222 214 22) .07 022)7n 1500.4

.67 01420.70 620627 2275.02 a202.10

.00009 3S) 156 )59 375 37) 025.0 020009620.90 so 201 2)6 22) 222 .47 7920.07 027.22l 020.09

.03000 .10009

.07 5000.05 0772.10 020.09 130:"

01. 115 1'd 21 .6000 096 212 212

11. 220 222 3225.01 02l0.19

.1000 241 200 321 200 1i .0 000 is? 21i iS 227 220 226.09 .40

.07 1235.79 06s).7 09909.0 7015.01 202 201 162 2)2 101 026.09 .0)00 1IS 204 211 226 a7 020.60 202 310 3262 25 102 0)0.09 6902.07 La7.4

"::" "1529.22 170 21) 214 221 12)

20) i1) a21 A21 223 20.00 .19005 020.60 77S0.02 002.003 210 210 222 220 2215.0) 2620.2 i.i 020.69 .30 2200.50 2072.02 202 21$ 226 212 2)2 .07 997.) 7070.02 344 3&1}S" 1*

.07 2702.77 iO3i.01 .10000 .00009 204 220 221 214 232 249 34SO M 1:: s 1 1275.0) 2320.50 3025.70 00906 0205%.76 l300.02 .00 250 211 212 2)0 214 13of .200 200 222 223 220 2)) .07 1012.71 6200.57 220.90

£25.09

.1

.07 17723.12 6007.0 7070.1a0020.1 Sso 36 376 its 2:

L02.0 12215.12 131.7)D .0 l090 217 220 120 210 222 125.04 311 207 200 391 701 010.09 7900.01 0220.30 .2 0909

.07 5002.0 7102.05 .10009 a10 200 20 3S6 SOL 020.09 200 220 227 2.00 2 .1000 .00050 100 272 270 500 '92 00900.5? 1121.0 no 227 226 261 200 .02 02.01 73)2.05: .15030 120.09 1112:.9 10105.22eg$

174 276 327 204 320 020.60 0012.70

21) 216 220 102 201 .10609 206 21) 42). 220 22s: 226 2)0.09i 30 27 2271.2) 2001.29 272 14) 2)0 202 1)6.00 .07 170.77 7)00.9) 2350 250 279 372 071 310 )01 100 270.09 006:.0 71043.19 42o .0 .0)00

.07 71) 7 007.22 29.00 215 2)0 220 200 202 026.00 372 311 .02 202 1j). 3275.02 262.2 .0090 210 221 222 245 260 .0 7600.9 772.1s 332 220.09 120.46 .10009 30) 5.0 326 360 6 150.09 .0 00 215 all 222 27 22) w200 240 S1 3 .12702.71 201.02 1273.03 2.20 020.00 P26.0 .29096 120.0 .07.0702021.7079.0 000)0.0 222.70 .1090

.07

.41 10201.7 12.70 069009.02 72s.00 22.09 .00094 217 D22 213 206 207 120.09 l.l1

.07 1021.71 .0 12.910990.02 620.57S 211 127 270 300 79 120.09 .10)0 210 22 2)0 os 200 1)0.0 10 256 a2s 370 2A 159.09 .13030 2 2)1 125 2)1 a2 126.09 259 270 15S 06 09" oC 0 426 226 220 220 2S1 .07 120.00 2050.05 302 192 al2 020.00 125.00 .00009 22i 226 2)6 202 202 0)0.09 .10090 005.00 7607.00 0000.00 .2 0960 210.00 .1000a ST5 506 200 160 300 I26 1 4'I 05 00 9 .090 42 200 20) 200 221 130.0 020.00 026.90 .7 00. 10600.0 .16000 ho."A 12102.701 1010.42 .0500 026.60 207 261 20 09 007 115.30 0105.79 00000g@.62 .19909 le0 22 20)1 2)0 2s 225 20) 202 250 026.00 .07

.7

.11 0200.1

.7024.0a 1711.01 i070.2u 0 7.1 102011A 100-00 320 3109 20 00 009 225.09 "I} .s 1375.43 343:fI34

.1000)

IM" M a 73 AM 020.09 12)00.5400011.0 220 0 20 220 23 37. Me I's oz: 415 2,US 227 202 aiUS 200 X1 235 2)0, 2: .07 610a 75 70710.22 370

": 5 I's 15@

n 1 I 00 XW 6"I li 020.09 02369.7906021.00 2)50.70 229 204 201 20 250 020.90

.07 0029.1) 220.0 607.2.0 10225.90 02001.02 6000.62 00201.90 10174.20 215 210 200 240 100 125.00 .09009 229.60 120F.0 272 29 390 011 022 2)6 2)6 20s 202 262 200 10 260 20 0 1)3.90 220 26 2)0 200 20) 120.0 120.00 .000)6 .19000 7o 10$ 207 0417oi 120.09 2275.03 20.50 232 231 252 265 240 2273.02 2029.20

.079)02.0 71150 170 791 15 41 017

.01 1050.72 21

.10600 177 1)9 300 19 010 3271.42 3020.20 .1000 20S 2S) 220 000 207 029.09 376 172 209 25 200 020

.00 000 00 023 .1009

.02 9002.7 7215.00 .15009X 170 400 01 011 020 120.09 .15009 020.09 0)6.09

.0710 21.71 62957 .10009 20 031 *02 021 020 237 230 0S2 270 205 120.09 .19009

.07 0000.7 2922.29 21 032 1 00s 02 M 216 2S0 25: 271 270 20 .00 .0, 30.60 2660.13 .19000 6200.23 110171.40 0111T.51 Os2.63 020.00 .07 61d.05 7100.92 302 003 004 620 02 .10060 U0 2S0 20 272 271 .00)09 11500.a 1.2275.0 2020.20 123.30 .07 90.76 7067.s Ml^l..% *":.3.

200 209 206 272 21 .00209 221.90 0040.00 10109.03 05025.70 0479.12 201 200 201 270 272 020.00 .07 1205.,70 26.2

.07I 09017.00 0002.0 .1000 0000

.0 0203.70 0000.02 202 201 202 27) 270 120.09 .*7 16079.90 6s262 .009)6 32701.0 20229.30 13000

.07 0102.70 00000 26. .04 .61 021 6 243 277 270 2.0 20 126.0 .7* 02ns707 S ss11 7400.70

: U Is IW509 200 20) 260 279 277 1226.00

^16.09 L@. 1}250.72 0001.60 030 1-

.07 001.I7 022) 120.09 205 20d 205 27T 279 226.09 .07 210.20 2.007.20 I., 4eSI L36 AS 00 I0 020.09 110.09o .07 019.00 20070 . .10009 A16 01 11 0)1 070

.07 06595.0 6070.7 12901.02 10017.66 20020.00 1)125.00 .0 090 305 090 00 027 070 20 106 2S0 206 207 207 002261 2 261 020 07 0205.70 16060.0 212 002 000 030 M.C.

2408 20) 205 002 262 Sl"I Al:

4 . 2% 41 124.09

.0 020.7 1990.02 .29000 221 000 276 203 270275 a20 260 200 26 US0.69 UM."

.07 5070

.07 6S. 2)12.0 0009.70Bz~g } .2 1007, .Ze

'2 124.00 300 024 0)7 10 0215.02 2029.32 222 27) 272 200 209 .25 2000.60 220.s .15)59 129.90 7ass7.ss 2279.02 X 71.3

.A 2629.20

.07 5000.0 0072.10l 290 .7 033 010 0.

.07 010.10 7700.22 220.00 .10009 202 272 212 200g 1) 020.90 209 010 .00 029 403

.07 1017.0 0110. 2)0 012: 012 A1 022A 022 3622.50 2059.2) 023.09 .10h00 107 141 000

• 21 1 000

, 020 1

25) 270 271 200 266 120.09 109 01 021 001 ii 119.09 020.09 JI7 S1000.90 00060.

.47 1100.70 0796 l3$11.77 l81171.54 .190 254 251 200 270 270 .97 0601.1 7112.92ls .10000 115.60 150.09 2)7 200 220 27 277 27 202 29 200 20 109.00 22.00 0011.41 0026.30 lot 256 271 276 al 270 2Z 254 3 2

20) 015.06 .10960 124.09 002 090 462 42:

042 027 007 oSi 00000 200 271 270 T 200s 220.09 031 033 42 0 000 65s 9097.29 10471.9 .0003)

.07 0100.5 0259'.00 .09000 i29.09 20 20 206 20 097 029 0)0 0)6 .09 .20009 020.06 20 261 202 207 290 19 .60 .07 120.7s 00900.0 .1005 12910.i 91)L.12 .0 530 3070.0) 2026.20 202 152 151 175 197 119.54 .07 0002.06 4722.22 .00609l 204 26) 20 291 20 .21 022.902 006S.20 .l0909 220.09 2271.0) 2020.30 202 2)0 205 209 20 129.09 .:20000 020.00 tie 0)1 022 052 oX .03009 200 205 200I: Iii 150: .7 .310009.07 20.02 0700 0o9.05 ^011 02 10) 50 055 110.09 207 2.6 267 102 le 020.00 619 022 0)2 612 6)2 5707.09 0)00.20

.10 900 220.00 206 267 260 202 202 116.09 .0 )512.12 0104 00 07 020.4 000 A 7 024.09 200 261 109 200 20 la @ .07 1109.7A2 5079.96 126.00 .19900 126.09 .10000 .10609 276 1 S 290 2S0 1.205.76 00.

110.09 it2 037 02 60 457 .10009 270 2)0 2)1 207 204 2)0.09 025.FI

01) 016 049 A55 ::0 120.7 0009. .00009 271 22 2 11 109 109 026.00 025.59 21`1 270 '12 2s1 Sea 250 I o 10 3 04 207

..9 000 121 020 914 .434 4007 00645ASt is .09000 01 300000374 011 )00 40) 050 000 025.09 001 001 400 4C2 001 125.00 11204.10 10017.30 al5 2n0 2s. 211 I6" .37 3920.10 2720.00 1.000 270 209 20 212 221 1.003 0)W0 101.50 112170.14 200 297 122 322 .12 2271.0) 1010.00 I.: 5Z10 .7 .

277 502.1 0229.71 1.0030 42 12 .06 7071.991076 0421.6 04).54

.2 21 000 04) 005 s6 .10009

27) 207 215 214 110 120.00 .32 12105.23 2070.29 .153W 110.09 27 266 290 211 320

.07

.07 1000

.22 0076.71 07273.00 1.005105.66 000.01 ii)).11 010@.0 3271.03 20202 .190 120.09 .1@009 022 400 007 AlY ,,O .0090 115.90 029.00 0273.43 202.2 1275.01 10030.02 13021.70 2009.20

.3 5'7 .1 M..*.

20) 201 200 321 320 2320.20 2275.92 00304.92 .0300 059.00 12203.00 .0060

.7 0055.9 1570.7 U)0.0 277.4 S 1270.03 200.20 2640.20 0009.90

20) 202 262 21 110 .07 11o25.77

.0? 12000 01"7.20 392 371 MZ 3111 317 .07 0112

.07 000.7.1 0603.00 0950.07 260 222 221 2 312 3707.66 0599.20

.i2 200.7) 1.030.03 025 i2 020 001 oVz 0)7 006 040 "^ 071 000 60 s 007 7100.6 906.00 .13590 210 3.3 3. 31 311t .00)0

~s as.

39 22 0 2223n 0 .7 1250.1 00922.20 0009.02 6067.26 12007.00 91;:.7 3021.0 .23900 267 254 207 120 22 .07 12672.5 e2920.2 .3. 4SO .B .. a::

7917.90 ane 0)00.2

.0000 120.06 266 320 206 121 124 .27 0020.51 2220.54 0270s.02 00.34

.1309 00 020 057 471 070 025.09 06900.02 D1)23.70 05959.02 01202.79

.07 )0.072 005"3.20 02 057 56 070 077 .10000 200 20) li 227 1)0 .1) 271.0) 7010.52s 030 001 070 075 202 20 2)2 220 220 .07 0220.6) 6070.62 020 050 03 I2 07 07A .19000 211 212 1") 220 225 025 -6 000 079 125.094

11. I X .111 Z 11204.10 20011.65

.1B006 020.09 1)200.06 10509 10411.6

.70 00670 .0)

.1030 021 0t1 002 .02 001 1)3.00 X12007.0201121.90

29) 2)0 213 222 12) 22.09 393 31. 315 ]33 Ma .07 911.5 5)02.02 039 402 060 .00 091 10 213 213 22.30 .19009 207 1 311

)9.00

.0b4009 220.09 i020.93 00017.0 2s9 Il7 200 232 32

.0@0030 00 26S 407 o07 000 120.09 0275.01 2430.24 022 029 007 A02 000 00" 02 400 0079 220.00 2 213 22 2 )7 220 200 605 400 00) 0)0 202 22 16 221 221 115.00 141 0)0 07.z 11 07193  ::-48 000l 000.09 202 22 222 iii' 100 007 071 072 090 050 039.09 200 221 220 2S 10

.1000 0)0 672 071 021 092 056.09 304 322 22) :i 202 .15030 020.09 204 221 322 204 230 .2I6 00 020.00

.25009 020 075 010 004 075 225.90 257 120 111 101 1l5 Page 4 of 31

GEO.HBIP.02.07 Rev. 1 Attachment E 12421.70 022.04 20024 344 024 477 423 444 17421.70 .5 005 452 430 477 497 .44 2271.42 .30445 12354 475 477 417 ,,, 4,7 S35 027 020. 47 .44205

.0.

12 121.54 3213 .42 1020.24 .10400 12244 .14 10344 .X 412 470 475 455 440 14 13 .63 .30600 2024.25 454 474 000 544 245 .04456 4173.4 1151 .19 411 400 401 541 54 15505.7 .5000 5022 1747.04.0 022 :3) 0so 432 42 452 s4 31027 .42

.1045 400 433 422 .50004 402 432 4 343 1

"SI44 SOS S1 O Mss-0 11374.24 417 ,.34444 525.42 7304.04 443 al0 627 637 410 2420.23 D.15440 3273.42 2273.43 .30040 l65 403 405 543 104 13S.4 4210.5^4 .4e00 04 A3l 02l430 G, 45 030 410 S06 32425.2 4447 .70 045 420 2424.34 .3900 002 604 407 St7 .3044 044 025 620 640 055 2273.45 4.

.0 .:3 .3000 04@73 .52 .)0440 3275.42 4454.24 .3440 4I2 400 001 147 50 13.40 12623.70 .1404 00 4 002 402 461 2420.34 .044l

^gd I' e sit us" 1201.44 .1144 442 442 442442 842 113740.42 .1403 1447 .42 43 :12 44 440 444.442 134.00 4540.:S 4404.451 .3 000 445 S45 021 312 22 43186 451 463 444 020.40 0354.24 400 45) 404 520 512 a ..

LUz1 012 645 444 440 443 is.. 5503.04 *54440

.14400 33 404 427 441 045 135.05 3707.40 410 443 S9g 514 sn: 12274.30 110.42 4479.92

.34404 2275.4 . 413 447 640 440 447 1213. .1

.4040 415 400 420 604 480 7437s.54 121.00 as23 .90 .1040 .-

II .S .1000 4Is 312 31 120.0.

3 .00 isX~ 3292.20 404: 451 5329.50 .50400 417 40 613 871 670 $22175 1 512 1 .5442 41042163 4721I'1 13275 7246.00 .:33 39950.4 402 6., Sea 1334-f 5747.40 0l11 452 013 673 .1044

12 7314.94 1142.00 *asS*z $5, aid 1130.0 5004v I77 479 105 340 324 Si: 500 124 511 323 s

0007.22 2424.22 .10040 20 6125 634 474 672 124.4I S. .204 i

47, 5,, S175375 52. 7097.44 2624.34 .44004 123.42 .304 340.2 4 4 027 343 437 077 474 LS"::

403 347 I.,500 524 allS2 321 .1000 0s2 0S7 450 470 077 13507.62

.47 504s 125.4 0450.44 5z403 .04 4404 e

4440l .02 .14444 402 544 210 530579~ 12025.75 'L. :.1§ sn azs sit 1031.14 .155 12421 .75 .04400 470 :30 4469 02 s4 2 1s 51 323 02250 32 .3 444

.14405 424 000 a41 an1 "

U3Ssl." 0479 .02 5273 .42

'1611 .1s .10000 2424.202 .5040 11244.14 sosoo .42 13-5.7S 2275 .42

.14200 1251.03 10500.43 asw 32475.42 11s117:"

.2420 IS...

14344.52 120 .4 is.."

1247 .42 127.05 S1112.34.

1.511.74 437 445 442 04 041 2273 .43 S12'.1.,

403 11 52 2 3725.42 el5.44 445 Go. 44 5 123.00 22734 047 544 517 527 623 007 64 0a 4s3 142D 14 40 52. $312 2 3 2275.42 2273.03 11411.4' 120.0 000l7.24 41 510 514 5 "S120 3273.43 .10424 120.0 .344 51I57 520 SI012' 125.00 2275.42 06 475 47. 603 49 009 case 1 2420.24 4)4 -600 405 330.04 1671 471 402 0a2 330.44 022.."

120.4 3747.00 .20004 Ull.1.4 47 522 522 an3 50 7304.00 447S.2S 637 471 472 002 491 120.42 2020.14 iss*

so7 S52 531 M40 544 0S0 7077.4 Sol 524 S2S 5.1 524 544 345 ,I asn 34351 .33 061 674 677 447 s4 499 521 .24200 47 SS: all 11 It *S 1. .4 320 1)21.72 45201.24 532 17 de "I 13as2.7 2020.20 to]4.91 .10445 330.40 .34430 123.00 4105.12 459 124 527 547 544 1221.24. 23s 2.43 12344.14 0210214 .10440

.24000 044 619 040 70 4 2275.42 40 405 400 441 7I1 74 123.00 .40040 01 12 $529 Sit 130.04 12214.14 44174.52 3275.02 4,4 002 442 742 743 1747.00 12457.42 .10401 11 .X 742 S11.42 .S 447 402 403 74) se74 .1000 11227.42 10210.79 30111.45 704 50" 227 320 S4 S 207 220.4 444 406 603705 .10*40 523.00. .14400 05 SS0 450 403 444 742 751 0051.40 460.21.4 .1044 502 515 521 "I2 524 524 ISO 4 125.42 2"21 .S3 2024.2 451 do0 047 707 744 130.4. 12423.70 .2 044

.100"E 452 407 004 7I2 74 1)621..n 5023.04 Si, 24 137 557 510 327s.02 2424e.34 330.44 3175.4 .1004 240.34 2s020.34 12521 .1 11374.26 3275.43 .1000 700 330.4 .10065 413 600 SS4 74 2424.34 2020.24 330.44 Sit S23 124 154 35] 411.24:" 0ss S05 all 7411 71 271.42' 120S.40 330.00 4650-35

.42 69l 452 713 711 12007 .42 .30494 all 329 526 550 455 325.44 5509 .74 IS.. .10445 017 032 4s0 712 722 .14260 4S4 45l s40 714 713 321.00 05117.31 .1446 007 .24 .24044 34521 14217 .01

.a 5I 542 544 44 52s 125 de4 s5 S4S 4s0714 751 325.40 .3446 1057.54 4s029.40 4479.03 521 522 100 540 451 444 094 447 717 724 31017 .40 .544 0474.32 641 447 443 715 711 3217 .02 .3446 S12 540 S53 541 SOS 954 S46 540 041 IS6 13635.70 .24004 125.40 275 .43

..... :S: 10000.42 60 040 091 715 710 20 SS5 S57 5n7 S0 1)421.74 10011.03 125.04 123.0 535 547 S5o 544 547 .10004 4s4 499 745 723 7 1175.41 1522.40 103441.92 .340 125s1.24 2011.44 721 44 Se0 7e1 523.00 10471.04 .100 130 .42 ",a, 13244.54 .o 22 721 13..W 120.00 520 540 549 591 540 41 751 1742 12107s.77 703 723 722 134.00 ST DZ.2 2420.3 .144 I44 73 32746.1 122 451 S1 572 573 047 743 704 724 n 130.42 11376.24 1Z.Z 325.04 134.42 W.so* 4140.24 11017.40

.344000 46 70 705 ns 724 150.42 1104S. 1ZS 5957.44 3100.4 6094.44 30$.24 .10420 400 733 704 724 725 1)0 .N 14321.41 11017 .4 10 .42 isM. 227s.42 473 704 707 727 720 2620.34 .10444

.3400X 314 .44 3071.00 127 51 557 S77 170 2275.42 473 711 G74 13 737 .1000

.24400b 020 Se7 52 50 370 577 S7 7 1211.71 12244 .14 524 53 40g

.5 67 70 71 72 720 552 500 324 all 500,7.575 327S.42 4440 1U .42 .14044 Si, 52 52 1 1 S.74 57 2424.24

,5 674 710 731 3ll 734 12as0.70 639 .24 2275.47 120.44 1S112.44 473 11 712 722 12 17 .44 505 223 .3 124.04 1002.04 4S 712 712 732 737 234-5W l2427 .94 57.7.00 2420.12 .13000 477 713 754 734 722 .1404 540 5s 102e .54400 074 713 554 724 725 3275.0) 4220.36 524 502 2244 11 . 14521..5 .3434

• Ze S.b I" S S' 1.1: .13 07' 724 757 727 73l .2040 521 040 505 501 50 750 7n 737 2420.20 .10404 445 727 2275 .4) allthJ 44734 .02 532 141 102 502 541 704,.0 1432 .0 1]4. .1440 127 144 547 5t7 004 130.14 53425 .70 72 3273.42 503 542 44744.92 041 739 72 724 020 271 572 132 547 140 USt 507 130.04 132S .70 2420.2. .3024@ 60) 720 721 741 734 12 .00 10411.41 13211.10 10411.43 454 731 72: 762 745 130.40 14071.04 .14440 505 144 154 "I 320.42 .20004 5747.09 l371.42 k"l71 .0s 0 326 7027.44 301 722 722 74) 742 14 .40 .1445 5ll 17 571 13 905 123.04. 12244.7310072 .04 .2 0004 4S0 722 72574 73 1112X s142 .04

.04 .520 3 d0I5 502 .1000 542 57. 57s2 L1:-

52II 1 0007.24 7104.04 13 27 -42 .1404 112174, 322D4.34 .1lu, 14217.20 500 5ll 17011 150 509 13l.44 744 745 00s73.4 32521.01 1172.54 .3 004 400 723 72

.1004 1

.. 377 07 12104 2275.23 11374.1 004

.2 404 740 727 727 344 2420.34 7 537 04 125.55 490 727 12 760 737 13-f .3 04 5l 7 13 0.40 2275.43 7420.L4 4400

.0 1U111 .W2 @ T.7o 320.24 12035.70 312 is: do 1)4 .04 402 720 727 70 740 .104 547 577 570 540 557 2273.4) 2423.24 .240 130.42 124.04 42 724 734 7S 74 .1044 2215.42 120.04 .3 000 053 720 7 711 73 Ll}. .1004 1Z@. 4204

.0 24 . W4 S175 .:1 2)0 .0 227s .42 692 721 722 752 751 424

.N 752 330.00 .204 134.00 5022.40 4590.31i 641 732 723 752 2).0.4

.34405 a3)0.0 1443 .04 .100 1)0 .40 5717.0 23:3 .76 4.19.92 220.00 .30u0 120.40 7344.0 4149.02 .30000 67 21 72 71 751 704 120.30 0375 .02 .30000 230.4 0427 .2 4220.31

.14440 055 72s 737 717 7347.54 120.50 0279.92 .19045 005 727 720 750 737 .3053 55 507 15 40 4 54 5MI 1021 001 450 120.40 005s 5. .14080 744 710 72 7 71 514 144 547 407 400 3271.62 .1445 124.04 13015.70 .50440 701 73 740 740 730 20344.32 151 501 12 402 44 047 1422.00 .1440 357 207 02 " 120.20 .10004 702 344 741 741 760 1704.44 152 314 540 00M 07 5102 105 0 45t4 225.0 12531 .1 50254.42 17417.4 323.00 .2 440 741 042454 14271.04 502 000 5

12 4 22244.54 54411.45 743 741 742 742 125 .04 .10000:

123.@4 .3§044 747 31321.24 503 *l 559 S.W 5500 414 444 is.." 12509 .73 705 705 747 744 742 3s0 764 74 34 130.04 .2003 Sea 50071.04 444

.3 5417.2 31374.34 325.04 15223.94 742 150.00 .4004

.1§004 74 354 741 743 14217.40 11274.24 120.04 4321.03 .14244 541 541 522 4I 421 .14004 707 705 740 704 176 327S.4) 10 .42 .10044

.1240 700 7S4 747 707 740 42as 0 2275.42 .10004 142 342 32 .34404 a242.20 345 540 597 427 010 2273.4) w242.34 130.00 3131 .1 .20044 72 I-3 .3404 71 746 7 7 3S 1)0.00 3275.4) 2024.24 342 .3 4 .24400 544 027 190 00 417 .25@45 713 764336 770 165 134.00 1275.42 2424.34 11205.77 300 .30 .14244

.3400X 124.44 2271 .4) 3 773 .10000

.1420 712 712 150 751 71 75377 7 772 77I 126.04 45 4 1022.90 .144,0 507 400 S' 420

.2 710 722 753 27) 17 13.06 3002.04 .20004 022 4S 1747.04 047.23 570 01 00 .34 0 713 753 71s 77us 7 .1444 4220.24 .104 00 710 751 710 77 71 16321.42 0440.02Z 124.44 71:7 :2: .10054 4007.29 4474.93 .14§00 237 714 T73 772 '74 6334.34 545 442 40 1 .00 120.00 135.55 3273.6) .10004i 704 .04 .I4404 730I7 714 174 717 3275.43 71 455 65s 42 4 124.00 330Z.04 2375.41 64D74.2 .1000

.1044 710 710 73 773 71 575 444 447 027 424 123.00 12423 .74 3o3...92 .1444 120.04 .1004 ST* so 516 574 I'02 407 :II 440 442 DI 42 02 al 427 422 1)425 .70 .10040 720 759 744 700 719 705 701 700 520.W0 }271. 42 30244.4,2 .1440 225.W 72s 764

.10400 123 .00 30722.4 223.SO 32171.10 12244 .50 30411.05 14271.44 413 02 020 .1005 722 723 741 70s 742 702 753 703 752 572 410 32509.71 34273.04 1131:5.04

.1040W 534 3s0 7s6 754 702 510 511 121 47 a02 313.00 12457.42 11270.24

.30400 723 3S0 74S 741 7Ts 124.05 14217.94 744 704 733 2057.04 21617 .40 724 341 3020.54 334.00 54521.03 32437.40 577 400 441 "I0 420 130.00 330.42 32725.42 37l 344 747 747 704 130l.42 320.00 4173 .4) 2s02.32 720 707 744 700 707 12471.70 al5 4157420 2 077 13).04 724 340 745 705 700 4190.24 3275.4 .24000@ 130.00 41244.50 722 774 771 751 744 017 430 307 023 020 42 u4 072 253S.14 170.40 32100.74 502 2 722 773 72 752 791 500 424 421 441 444 75s 742 723 I372 754 742 124.42 540 022 422 042 442 720 32 374

.44004 177 796 391 34525 .05 151 422 424 44 443 0007.24 73$ 775 7557.54 777 747 794 7273.42 4443.02 720 7 0 125.04 7272 .42 152 025 42 444 441 005 .24 Page 5 of 31

GEO.BBP.02.07 Rev. I Attachment E Se 27 s26 585 S47 .? 1212.4t .a2 777 7 Il 1* ITS 151 1's-n 434.40 i's 196 665 911 2P 94 IS .0?1)266.15 611.05 75 7" 77I 12 VSS .2) )2i.t S I0D I 516.00 .6) 13505.19 tout.a4 fit 7ls1) in1 to o 00) t29ait 900 3s5 t~n.n0 .2) s522 .5 tiit 004 0)4 i)2 MS3 is .47 1121i.6 11374. .1000 12.6s 741 73 i*a *@ uS 136.66 .1006

• 1 ias 163 IS) 402 P: .

in .i ... a.. an .. i7 eaSSI 545 -. 2) 3271.43 2030.34

• 04 1:0.4 SII957 gso Is .54 165 as .4i ?t.St 5)34-S .taltoo 6mg13 .22 1171.83 2020.34 itS lsa is. itz an 061 11 616 996 957

.47 5555.S14S. 1 .41 VI, 11,  ::.795 .32 1271.43}st.2t2 I,7S, 767 isa all I'S "I is... 55) lls gt 960 is, .32 22i5.05 24)0.5 1,9 1is tstl.39

.2125s1.t 10.4. .gi .21 9621.9i 10611.tS 632 946 541 51 506 1's-n .33 5i41..6 .3::.24 749 iii iso 614 aS, .i 125t.5.S s S Sot "2 Sol 16 Xlot ISO it. 191 .11 usa ssS.n <17aza 2Wlo1 -loon .2) 7104.96 10N3.St .1930 512 11 tss-n .1000 .7 0047.29 6699.0)

"Il 1u1 1il 130. .0 IiSi.91 031z.14 7 1 7 i3 1 .012 .47 14:21Ais l1it -i .Ioas8 510 94*1 995 94 121.0 .12 1s* 4479.1) 125 .0 .1@00 .01 S" 0 753 79,4 ii a., L; .ti 14121.63l :ts

.10050e 016 9S1 51 345 960n .67 s)25.iS 30900.42 136 1 i ta 417 .<1 1575.ti 2626.24 -1I) 122.16 31400.02 .10400 11: g 1:1: 1 l

.21 3213.4)0 )35-6 946 *50 94 .47 12921.10 10244.92 .10600 ii 1u- 1ti as. Sit .10006 697 its1 125.00 .ti 12204.36 leXitts .16000 I 79a an9 %25 S' 12s.Ss is .31 2215.41 242O4iL .1000 .411256s.1 0071.01 .00006

.2: .2271.4 :426.14 .100o iS)}s 530 X1 at? as 54 551 57187]ii 01125.96 is. aol *42 an an 9S5 S3 550 ii 'is .4 11165.4U  : ISC

.10006 s190 546 949 905 90 .01 11217-SO 114.20 .I..

6 SCX M 1: St :111, . l123.* .2000e i:1n aa oil a: l15-OS 551 sta tIS tie Sti 1*-n .01 14^11.61 11417.10 11 . .i7 6057.23 4t45.55 .100 .3).33 3275.42 :020.24 in 601 554 usa a)) .100o 32150 60

.I .n 2620.24 ut 505 654 ass ass .1006 Ot 951 551 697 i7a .2) 3)14

.33 S2271.4 T242.24 951 PSi 06 9)? .1000

.1o06 g06 126-OS:

SSCso00152 SM IS. asi 63 as 116.0 Iso- .7 L1)23.76 loie. L2 "io 00 1)6. .14066

^154. .1000 t0G5.3P .1006 Not a~a 626a 120.0 12 .00 .33 1612.96 isi No tl1 as sal 51s

)2a7.a6 6336.24

.4 11324.56 1S61 .2) .10000 t)4.OS .16@006 136.0 .33 1164.66 106)-it 517 56 942 Ii)5s" i 1S1 611 las SI) 41 1s -*s 110. .10066

17) ass as" ") *)2e [125. .01 4172t-<l 211).5 1as .01 17.3 0216.24 .16006 LISVSi .4? . liS3.45 1111431.6 1125.SS.

J::. <is.*.}s 21264. *1a 907 941 s1a in SI)@aa la) a .1040 iI6 soS 14 "66 SI .1006 11)

"I, 73 ull 613 IS 914

,S 5)4 it) sty n1as) 81* .

-a .s

.1000e

.10000

• pis12*72 tt M 7,,, 965 a s

.ti

.41

.41 1221.24

.6 s tIC).i6 1 126)5.16 ~t2673.64 0200.02 1001.02 10344.0

.1900

.10060

.3) 1025.76

.4? 27.3 5 ll 050.54I""

goft) .10000 oil Its ggi t 566

.0406*

its SM4 156 s S25 GO It: 1tasS no at? .3) 13 i.78 5 26).0.34

)5i.4. 2626244 121 st gut tge g flu 025las 41 ata .47 1360.4S 1125.04 .10060 123. 1) 1:17:1.0 103 l:JS.00 .67 1211.01 11214.14 it Ito as) sai u's it.40 .1060@ 0)a sn 511 99 2 us) It) 642 .100@0 iSO 522 .I G5i.t 54.3 1230.06

.t* ani7a Ssl .s2 .dt3nn.s2 2 2.lt

.1606 g2t 321 973SiB 975 57? 5a5s SVI S"i #S --

I Zn ua 52 54 a lie."S s

• .2 407S9.S

.lsna .10@00 SotSt M ad .<7

.a1 .0a:7 563.50 .33 2214.43 2436.34 ilts) 52) 525 1)? 977 S1: itS 197 203a.34 itttSi 517 tsi 546 1s as

^15.06 -l~ooi 2s 13.000

.06 .33 327S.42 3902.34 125-n .23 t9.745 sasiat0 126.0 .23 3773.45 ias as, 5 Sta itU 1:5 .W G 5S9 7I0a 10.. g .2) 2175.62 560S.s4

.47 1: 1.1.4 40344.9 335.0 14611.6)

Si7 t71 at 506 106 S.4 a29 as se anit .<i 156.36 .33 .

514)...

is, i 2 535 Se .:I 10611-00 34S3.64 S3 Sn. W ss 631 .? 1Z ff _55 lOB .30000  : ." .33 110.00 NO@

.I IG .ai )aii.St £41.3 S1i 041 ta 1*12 3*02 I11 )1 *5) 5 5 .10t1 .47 0002.29 6406 .I 004

.1I Vo 1)0-

.12 ns., ot- .41 61.3 61.05 s3 an *S 204 205 4)7 te ass 6s5 120.00 1s, 1:5.4 .551.45162S.2S 15

.4i 1)33.16 10000.62 is)

In ass2 ass itt sS Sag1.

i 656 S .10006 37 IN 550le40 104 .47 129)1.10 16344.))

.169o 9)t 554 965 10051044 3.06 1s .41.ti12264.14 13621.7030011.60 1000.12 .1060 11 S. .t Iatsl.6 tItlisi .1600 125.60 I 4065 11 .04 134A.4 .i no@ Me 1011.66 U12.. 6 gte 9)4 lo.

XSS sog 101 1 Ii' 101 .41 13961.42 1112.L 4 1:7 9.0 .41 sat :6* Jie.

S30 102 965 095 56910091606X 151) laS' 134.00 220.06 .41 06)1.9s 11314.34 11 in 642 a.) SI) 562 .47 1t257.i6 31)54.)t -l~ooi :2 ::I" ia s ::16 Ins atin .1a 'oM .471IM2A.M3 14t17.S 55* 996101 120.0@ .23 1)iO.43 2620.26 Ole10 169 161 16s1 125-n Sit *o 542. :: use Ss "I^ S 552I., Lis.s .33 511.a) 54".itS 1)i.0 19.06 .16006 945 99659o71017 11S .10000 wtteR..

946 sM194 1sst go] 0S iSSxos IRS 1019ten 61 lots=12t .52 3171.63an26.Jt .100*

541 Sn7 66 555 544 603 it7 567 S 5 13 .04

.3) 3)1St) 3

.47 l43.7S<

2Ss

)0SIM. lIe- .12 37.) 143 13t.0b

.l) 2)75.4) ,6634 .2) s515.t 26)0.34

.10000 .16006 SO I 170 1. .3 )ITS2.iS 4616 )i -no-S

.3) 2747.0 53t5.20

66 136.01 .23 7104.60 546)544 5 5 sea u1 Sit 1a. .2) l055 56C 91 1900 1016 1053 1422 110.00

U So 125.06 .taooo Us-OS .6? S061.29 6465.01 947 liO aI. 956 3040 oats tL25 9991026 tot 126.09 611S.3t .19040 GSi Sei iSSas2 as 5 11117i Si 10 12 .4i 7S31.94 i1i :St :iS Si lt 125-at .10004§ I.. 104 is I304 1@1416)4 Its1 102 lotsI~ ls.ad .0? 6910.96 0473.91 10611511 stS 150) 954 10011020112021 11 t102 ate

11 532 s s,114 uS) 61) li 511 11 .INoe toil .47 1230.i 1555t.1t .1t000

.47

.6? .SOS7.2 Itstis Sae.5 1t2a.30 .2000 910 1501 bsI 100 I555itL7 11022 t5 1024 125.00 .61 1)09s.1 10900.0) .1600 IM.6 A."o

.4 12931.04 10340.1 .1000 lOS 115-.n P~.D .2)1

.ti xasss~e 3)1.4 IsSli.4S 26)6. 99t 1015 100 s"I 10o" tl1 13) 111620 .t 1)264.54 1011.45 5212 656 .63) ii ai tis-st 125.50 .ti 12560.79 1057t.4t

.13 859 .10 :00" a' 1)S.ii .< 1f022.4 5356.32 41 1)901.4211125.90 .10@00 n is ass is on .4? :29.267 50t.5 40101 1021 1022 1012 A.X-

.loooa t 101 161) ON 13102) OtXl.ta 12- .<7 2~~.X} ^@. 1. 12014 16)4 iSn

.4i t4521.S5

.2000 551 lt

.22 2275.43 3030.36 61? *st ass ans iS .3i 31sat.' 10615 .19000 , 3 5513 lilt 1032 031 1)0 .00 ti1 t25.4) 1:2t2,.i .21 U127.03 3*10.16 S2t Bit altl as .1004 1010 1t1l 1021 1120 254 114.06 It3 l1017 l tei10 1l1 .2)

.3) 2211.4) a203.3t Ii.') 262.3

.10000 126.0 4616.2 .1.00:

l

• S G* l .47 275.1) 10960.2

.3 63625.76 2070.14 .50050 ,46 t1tS 2013 1303 1020 .32

.31 3623.9 2275.11 2:20.34 .10001 1)6.00 54.60. o51S.2

.3) 3275.13 1620.).

.2)327.6) )52. .sabOa 510 10193.10 1016 1039 :13 S40 tilt 1.02 154a10SSO 1)6.0 .33 1304.60 366) .64 10000 i1t 50 063 ii' SO .1? 3Sum.1 16t05.02

.3) 63625.76

.41 1i2t.tt 26:2a.

11.S5 .36046 lie.

120 do

.0 nsa.@ .10*5

• 2 91@ Ile weX us..n usl.., .2 )5S~t 6e 1.14 Inds 1s41 12S.0

.1t 1550.t 12.IS

" s-li- 16) lots 121.@0 Us-n .6? 7605.55 5461.02 .100@@

ISI*nC

.21 7S :; its "is ::2

I IS tst as .1 300 It 10)2 302 1046104) 113.60 a0tS.95 s6075.9 tia-OS .65 526 221706 Sii Sit 61 65197

.Sa S1i Z.4 1)5375 lOZtIlt .16*0 tss.ao .51 l1%ti.56 46.36.5

.1000 an S9 :i a a Is .-

126.99 Soual.59 5t4.SS

.6? 10606 12.60

[150.0 974 1026 1023 Itas 1040 .tl 1)31.1 40100.62 .1@006

.47 losti 11047.46 .10016 943 1021 1023 1042 1i41 1i2s 0066 1647

.4? 1361.26 1910.0

.I75101 ne§ n .1000 g?6 201 30238 144)6 10420045 .47 1129).14 10344.33 970 1026 10 29 .20006

.1000c A57 1029LIS lass l1i4

.4i I22St.10 10411.05 ax ai a1bll n W) 11 l7576 if a *u046as Satas

• no- .17 227.4) 1605 .10eo 625.00 .2l00 120.00 .67 nsos*.ii lotit.it 110-n .10005 .1*006 ti7 12S17.16 13020.6) Its 1031 1022 lo1. 101 120.00 at an Usa-n .1I0oo .61 1,107.4211123.

S2 llS i)  : D4 .3) 13104.. 546.aS gaS 16)2 202) 12 1055 lha." .61 14217.0 11)74.21 tie-a, 931 16 10431616 105)

.57 7i7.a 652N.30u .lstoo no .06 .1*006 53 sit *est isu ai IIl.aS l)6.St .1009e na-n@

.42 12623 .i I 6679.62l00 663 10)21 164 1615 1521 lO IN20 1123 231 2036 -32 327.0 )tl.

.47 .11S2ga1 12a~t1~16 .1006 .33 3)73.42 2s20.34 .16S09

.57 1).7S4 061t6.2 -Is-a .3 3271.4) :sso.se .10000§ 52 Sto s7 san is .50606 s S Siase an s. 504 li)1 1051 1055 1056 164016 S76 10"2 1050 .23 :327.43 34)0.34 us-OS .67 t3.1.t1

.t7 toN§.st n565.i5 lass7o.: .5415 .33 $652.55 4436.33 .10004

.1004 12S.08 12)04  :'.4? 1226a4 1 <11.5 .2) 1747.46 1S1.2 125.06 .snos oil930lots 1441 104) t I.::lootstt 1012 1051

.32 1164.66 i62.54 .1000@

.17 .9 alsl *1 - 9,9 1042 15t3 1.: 10:1 S5t

..8 570 D's 55 900Ilid:I 0t14 91 as nt-n.s .23 S5).gS 11611.46 ts .41 lsO~lI 42tl.6) us4 S..

Is I§ws 501 551 *SG IN -. 47 5t521.6t .1t010 ss2lots 1641 1041 1Itt 110.06 S Sit SN) aas Sn4 1-3,-n 121-n .'T 6" S5. .,*lg.g2

.1000@

545 555 Sat *24 Sit 216*.0 .ti

.32

.23 2123.4)3 O::

54i.-S 2)7t1.4) 66.' )

2t20X.4t 202.3t 1040 164Z187 51g01041 tOt 1547 14 .4 123S0.13 16906.62

,t iSO 6ii 567 56 16-aS 190 0045 1066 tss.60 554 i:t 552 S2 sat 1200i6

.) 5022 aS jailso -t oot .1@006 I]so- .47 1)254.36100l1.tO

-toots 123. 65 .19§000 llS.W 160 2005 1030 1074ISito .41 1)36.19 l.a?1.

4t36.2t .llOei .tI 12SS53iS1090.0

.13 5012.6 125 -0 .41000 121.60 toil .4I 1231.96 1114.34 U2-OS 559 1052 1052 tli) 130.66 55 02 9iS at S 53 .ai log s 6eisa.52 .ti 16511lSt11017.41 tots 105a ItOS 1052 1604 143 16t4 1446 10451 soas l1I 1s4. 1I4'S oi S56 .23 2371.4) 2630.)t

.IGs asi SO tit it? 024G 125'4 .1006 lii .05 Is an SS

.tXloi .3) 725. 224.34 05§7IOSO1t31s 0471 2i70 Isa-so 3420.34 uS *0 St. ., 11625.1$ 10554.1 15) 1603 Slo) 301 9t6 1012soil 406 1077 tiln 2)6.00 .21 3273.43 Sit uI 531 ii ass flu 9ai 1004 105 1tOS 1015 10) 2)1.0

.4? 1365.11 lsst.11 .31 2271 329.34 O

40 55S 512 137 b13 VSt uS 130-i .3) 227..)S: 5020.36 SIR 39 1: -loooe 1400 100 1t 1065 10 lie-St .1040 .22 1iGl.S 4516.26 sat iai Si)asd Sot as Os 51 iss s2 2602 1007 1g1 1050 1g62 1041 lose 105 1-g1 Iasi 2Oi 00621@.§1026 1063

.1060 .32 1104.66 3043.64

.52 5741.66 tS2 1016 1062 1006 1012 1002 120n@ .07 501.29 oo4l.12 1009 Ia4 166) 106, 1t02

.22 1.16.60 Sta9it 1010 last 1040 10965105 1047266*

1.01 1409 3010 120.60 iS, so sot ass s 1620 Li 1071' 169 LI .t 13425.7. S)ol.6 Na s sagi 595 VS -lose hIsoil Ii 10:32 1091 1312 1551 1046 1076 2t5 1i. 123.06

.10006 1.20 1022 1671 10)2 .41 12M.11 019} .92

.1ooo 014' 160 1069 1s,, 2646

• lW  : *9 7 *7 I 125.6 .4, 13623.76 2900.4S ass stt t2 552 Ps 5020 4070 aIC 001 .i 635)9.1S 14041.0 flu nt- .tsts an 53 0 .41 139.461 1112.G, 1022- l.iS 1091I"It504 .41 13901.42 10135.94 1si 910 s0t 02 520 9121755iSs03 556

.47 ltsll.11 1111.54 1022 1107 l30s1066 IG .t1 10121.8010411.4i

.11 2279.42 263A.34 tt 9)S S5. .22 2)23.4) 326a.34 17 s

.33 2375.43 2026.16 Ss ttR alt s4t 5)

Page 6 of 31

GEO.HBIEP.02.07 Rev.1I Attachment E 102 01001224122012031240 1021 s0o 0070 00a0 INS. 11 2170.41 10411 ,1)0.0 3047 1220 12120123 114 1140 0220 12 1101 1100 7 31200.00 310.00 In2,S0AN 040I 100 107 .21 0220 040.2 .000 1140 12123322 1112 1210 110.00 1024 3001 102 1102 110 1170 122 133 11201 1202 7 13200.02 31121.00

.12 0347.00 0000.20 I.100 11.0 01.7 100021020 1101 110 121 2712 10 21120I22 *24717.04 3114.2 31.0 7 A2420.0 211 1.4 3120 3022 1004 1204 1101 31.00A .87 0007.00 0400.02 .10000 11111 :1227 1237 1204: 3 027.430 '2020.0

.07 0000.0 4470.02 .I003 1143311201 204120 1031 204100 1707103 4 103.0 0030.03 .10400 31.0 1170 3220 1000 1200 1200 71:70.01 2070.04 211041210 024 1000 0200 .10000 1022 100 10 10 10 021:.0

.40 17003.3411 1014.0 .100 0 27.4 12.24 320.00 1117 3240 0241 1201 120 1020 1000 1001 1213 113 2 2.00 1170 3241 1232 1201 3241 1024so 10010041l1111 11 .47 13007 S 07.." .000 17007.41112.0 1S 0 1070 320213231. 12301102 I

.47 .1002 107 l1l 1101

'00 11. .47 102207.00 121741.24 .40 .20000

.47 1023.01510407.00 .100 3103 1004 3240 3:240 13 1000 100 3931133I 1113' .31 1371.41 2120.11 .10000 1002 1241 3240 324 1201 0 071.01 040.4 1103.40 .30040 0040 0209 ION, 3117 1314 .01 227S1.40 17.04l .00000 110 1 020 1247 1247 1200 121.00 1107 0 022.00 0400.20 So.. sale 1"70 1110 1327 01.0 .1 2270.00 230.04 .00 1104, 2207 42412 04'11 2 077S.00 4320.14

.0 11750.4. 2020.04 .100 120.00 0 1 310110 S0?00 .11 1170.03 21203.4 .30400 3100 1280 1200 127 1200 12.0.0 1043 0090 130 11II0 111) 110G.0

.10000 320.00

.0n 74.0 4610.10 1100 110I10201 1272 3171 1040 1101 1302UZ 111 21 110.00 4440.00 010.0 21241211 1111 1273 1272 7 0007.20 .40040

.0) 7100.40 041.4 . :80 1100 1201 1210 3270 1273 1047 UPS3 110 21 1124i .1002 110.0.

10401102330 AO 12 22 .47 0007.10 400 3102 2012521. 007 1270 3100

.47 000.00 442.02 .100 1102 1217 1204 327 1277 7 00.00 0301 1030110310 112 12 .10000 100110Ad lie? 11 I117 47 39202.0010004 7 0)03.1 10)00.42

.47 11013.70 3000.02 .1003 1104 1100 1210 3270' 1270 1031 100e1 1111.10 13127 1100 IllO 1230 120 1270 1022 2100. 1100 1110 111 7 .70 O002 000.32

.47 12021.00 10244.02 .300 1007 3100 1110 3110 1120 110330 1 1 62 001 3234 3000 1110 111 1111 1110 110.0 1107 1241 3202 1201 1211 130.00 712741:10 0023440 121.00 .171007.42 31111 .04 .1I0O00 1011 1LIA,112 U102 2L11 1100 3202l128 120 1102 320.00 23071.0

.7 14117.00 11274.14 .10000 O 20.13Al .10000 3000 21112 21110111) 1112 1103G1202 1234320 120:1 1017 11111104 1124 1120 3100 3204 1200 120 110 7 1007.0 1340.0 .2000 100.00 3417.40 .10000

.37 1423.003 3243320 004 1200110 1000 1233 1110 1124 01203 1130.0 1010 1116 1137 112, 1104 110.00 .23 27.41 002.24 .10000" 12e2 114 310 120 n120 3201 1107 1321 3200. 3207 31 102 111I110 1120 1137 010.00 2020.20 .1300O 1100

.21 37.43 S

.10 027.0 2320.24 .000 121 3100 27 120120 0042 A130 3120 110. 1120 1200 117 1271.. 1201400 .11 3002 111* 1321 11411340 .22 1720 2020.124 .100 102.0.30 3217 1271 1272 .102 1201 O1"2710 120.0 .1 0822.804 I4010.20 .1"000 1000 1121 1112 1140l1~147 1070.00 0030.24 .1000 NO272 1270 320S13200 120 I 2.77.02 20201.28

.33 Se1001110 111 130 1140 3200 3271 1270 1204 1101 100G1, 1110'l 114 1104 3210 313' 27121041100 321.41 02.1 0 ASO

.47 00.0 40.1 .00 1211 1270 2277 3207 3100 1004 112 1124 1144 11-0

.47 2007.00 010.20" .100a 1112.1127717 120 1207 121.0 0022.00 030 )

1040 1120 1127 1147 114 1211 1170 3270 121010 .1044 1070 1127 1120 1100 3147 1100 121.00

.47 1200.70 000001.0 .1001 12I.14270 1200 1100 110 .L-.0 1071 1110 3120 M 114014 122.0 .40000

.07 32407.70 00004.0. .10000 1002 112 1320 1113 1113 1247 1202 1202 0002 1202O 110.00 147 1201.10I 13024.1i .10040 130.00 1210 1202 101 20 1 10.1 010.00 :31 00741121 2112 1222 0101 32141.0 14021.01 .10000

.17 3210 201200SA 1001 3104 7007.047 020.10 1070 1122 1103 3102 1302 .000 )0 .47 3114 1101 .07 32007.4 2 1::1104 1100200 1204 112 101 1130 3314 120 110711073204 1131 120.0 0077 1030 1100 1130 1100 .07 34271.011317i .3000 30420.104804.S 1200 3222 3200 1200 1100 0244 .47 1070 1320 1117 L13271014 .11 1271.41 2020.14 300 0070131 12 1110110 .12 2271.42 2020.10 .300 122 1207 12071110 330) 100 14 110t 11. 12 .21 32170.0 2020.14 1.1020 1220 1200 3203 1211 1110 *131263,. LO13010 121.04 .77 102 1110 1140 12d4 1100 .12 $17.0.4 2420.14 1.1000 11a.212 111 3210.70.1 10270.0 3210 120112 130 .0

.) 7127.40 2010.10 .14000 *3417.0 11370.00 11021131 120.04 0127 3201 1100 1111 3112 1000 1141 1141 .00 0021.0 4001 .1000 1120Us 1201 100123 1110 .1004 1040 1142 1141 1307 1102 3120, 1200 120 32003 1011 3021S.013047 1000 1142 11:,4 1144 1,141 110.00 .22 710.00, 0417.01 .100000 123.00 1000 1144 114 2110 14 110.00 .47 0047.2 4400.01 .10000 .10004 2 1211 3207 120 1230 1217

.47 700.0 02100.04 .100.0 3275.41 2201 .10002 1007 1100 1.1*4 11001 :10 1231320 1200'l 1210 1210 3000A1144 I11730 110 1120310 t 1W27.1 22.14 1213 120 1100 120.0 .47 322.20 30000 .10000 1020 1 201.101140 1140 1140 1104 0200 201122

.01 1342.00 10-0.0 .1000 2701.41 0020.18 10 10011 0 113 17 0707.4) 2010.20 .10004 130.04 ..I7 .122 S.0 1001.00 .00

.47 .1200 07.0 .03 32001200 120 1027l 1220 1717.4 017.07 1000 110) 11:14 1274 1171

.37 3127.1 123.4 .00 110.0 1300 110 110 1170 117 .47I 1007 1104 1107 1177 1170 .47 14121.01 117. .10000 1000 1107 1110 1130 1077 .21 3370.41 02.1 .000 320.00 17072.00 8200.00

.21 3270.41 2410.13 100 120.00 .07 3201 1110 131 301323200 120.00, 01273.17 3400.12

.11 12700 14.0 .10000. 120.0 123 14 I10 1101 10 1211 1130122 A 1343 1331 300.00I

.1) 0710 242.11 .104 12143 1222" 1202 1141 31700.00 20110.11 .10000

.7 1210 1211 121 101'l 1143 110.00 21103.11101145l:1101:11104 .120 21 1024I 144 1040 30070.00 1310.014

.10 7303.08 0410 .00 12)7 113 1221 )0 1144 11071041 11 10 1103 120.00

.47 700I7.04 014.10 .300 1214 10213010 132001240 .100 1010010 1200 130201113 3041 1044 031 1400.001 11100.02 110014I 320.00 120.22410.10 1110 1130 1174 110 21105 1320.0 10000.32 .3000 12012.122 1210 1040 1047 .22'

.07 3200.30 1211 3173 L11 10101140 Ila1 117 1171 1101 1100 1030 110.00 111 111 17 10 30 .47 12001.34 10040.0 .300 120 102 110 .13 01270.8 2020.14 112e17 1173 110 301is 120S.0 324 3210 1221 1111l 11001 120.00 .221.40 202.30 I'0; .07 32007.42 11121.01 .100 120 S12 320 110 11 1114117 1174 111 Is1 1170 1170 110 110 .7 14212.00 1117.4.0 .10000 111 1aii 174137 1107 1100 .10 1210 110.001 .7

.7 10021.03 11417.00 .100 1207 3221 Ill:

U13 71)71370 1100 110I .00 01.00. 1341.03U 4100.403

.70 227.43 2420.04 1280 21123317 1207 1110 11 3170 1170 1100 1100 120.0 .07 1340 1140 1102 120 2 115."7 130.00 .. 47 001.7 40.007 1110 1070 1100 1202 1100 .21 17.41 120.0 .10200 0s1170.20 120.00 702200 1120 1108 131 1101 21102 .12 0270.4) 2406.04 .10000 1271 1110 1040 1040 1200 3121 110 1102 1102 1131 08 1100D.22 .07

.00200 1270 112411 .47 0020 4208.18

.21 52271.41 20.24. 117 32.1 120 102104 1122 1710 1102 1202 1202 011.00 4400.20 .1000 11017010000.02

.11 322 30*21041 1301 1203L 1022 L1203110. 1104 1201 321.02 1224 110 110 1200 1244 .12 710.00 130. . .100 3270 1141 1304 3140 3202 11037.14 1020.00 1120 110 1101 1207 1313 3270 304 111 1031 3240 52140.4 1701 1207 12,0 .47 37.00 0102S.00 1177 3001104 1244 04 1172 107 310032003 3210 1244 131123"7I14

.0 0000 4700 .1000 11203L 9100. 120110 1140 111270111.00

.4,7 1100.7010000 .00000 1270O1324701003102 3247 1110 .10 1100 1110 1200 3414 1200 1.314021)4 114 1110 3100 2101 1212 3210 3103 1200 1310 1170 120 1 012.10 Ill.lIl 1101 1101 1102 1212 120 S3244.4 30211.0 .00 1202 1100 130111171 1170

.07 120.03. 3175.01 1420.10 112211310 1102 1213 1222 3201 312 A10 1172 3071 1121 110011041111 3200 .0732007.41 11120.04 .30000 1200 li 110 3231327 127 12754.40 2020.20 3321131 :10 11 1210O .07 14217.00 11174.20 .30002 1170.031 2020.00

.1.000 3204 1103 1104317 1270 11211071100 21121011 .07 34121.00 11017.00

.12 027.41 2420.04 .1.... 1207 1104 1107 127 1174 31271100 1100321 1210 2170.03 00:.2 21110 0.14 3200 1210 1320 .12 2120.4 2020.10 .10000 32001010 3200 131703177 1110 1204Sit 11321. 2122 3100 13100103277 00703 0040.43 0432

.11 2270.42 10108.33. .1002 3200 1210 1)23100 3070

.31 127.2 12., .00 020213140 3741 120 000 7770.30 8204.21 114 1101 3200 1214 1222 237023101 0202 1282A 128 124 1 320 1200 1120 1210 1201 U1211.10 1001 3102

.01 7074.00 4630.14 .10600 114 120 1107 1227: An2 121041201 0104 1003202O 3220.00 30017 1140 117 20 122 1217: 3270 3104 3241 120 3103s 1147 1100 120 1240 1223. 1200 1)00 1244 1100 1000 1100 '31200 1213220 1220 .47 0000.00 4410.02 .30000 1207140 14 10 10

.47 13242.70 100.02Q .1000*

1100la 11112 1232 013 .A7 11020.70 1000.00S .1000 1101 1112 111 122 121 .01 11021.10 I 1030.02 .0 102 130 41273 110 1300A 1111la 1211 111 1214 0211: .47 12204.04 101100 : .00 12101130107 1703 3100 2102 1210 1200 120 L21 .07 00100.70 107.0: 100 1231 07137.01 110 1101e 1210 1214 1217 1207 1210 Al473107.42 U102.01 .14000 12*2 2072 1271 100 1310 1130 1217 0210 1210 3117

.31 '413 .0:4 117.1" 100 1101 117032713 1100 1100 2100 3210 1110 1220. 210 .42 1421.01 111.0 .00 11045 337 1377120 00 1207 1210 1220 1140 3200 1107 3171 1270 1207 177 11003120122121 3240Z) 2020.14 .30004

.13 1171.41 1106131110221321 1211 .02 1271.4 22.1 4 .30000 114012221122124 1212

.2 02.0 0001 .000 1100 31701070 31001207 11432203224Lill141 .21 7100.4 0002.8 .1000 1012412120 114 1204

.47 700.04 0142 .00 110322012003204 1240 .31 00000 0700 .02 110231 12127 02271240U .43 322.0 100.2 .00 1140 112, 27 112 l1o 10471

.41 1102.70 0000.02 .10000 Page 7 of 31

GEO.HBIP.02.07 Rev. I Attachment E

.3 273.43 625.13- me.4

.10000 .47 3707.47 455:

1310 130 330 34* 30 1314 13310341114114

.15100 1312 13313* 30 30 .14004 .7 431.0 43906 8.4.2

.33 47*5.35 $363.24 13a3

.55500 3134 3035 3534 5351 1530 13.40 1313 132 13*4ao3403342 .417 7033:'1.7 6000.44 3'07 1376 3557 15511331

.11400 105 1057153* 1333 1533 .5 3257 1066.41 1 1 3S

13*1 3 330 34I 13*46e .10604 3430 1134 531334im 1333 .37 0200 4236.41

.4 13423S.74 30604 .30000 1364 3333133 1351 1354 .3 000

.71257 1.11 13017.24 .10506 144 1 IS34 315571336

.13050 344331013543 01041337 a334.0 4711011.1314331.6 4711342.1 W907II Me$05 1311 130 13010*10 1643 3143 5354 3330 1514

.47 1332*.4030534.47 .4400*

.313371 10410.7 .34003 1044 4144 2145 1530 153 3320 1303 33*3161*140* .7134*1.7*211113.30 144 1300 41401451134* .47 1139.3* 11.4 L330 11321l 13*113* 3113103* 34032.31 3130s.0 143 .10304 1344 1340 S3740316

.16054 1367I1347 144 114 1343

.53 3273.53 3030.36

.33 1375.03 1030.34 .44000 334 IS154 1543s: 314 1303 134.0 1121 '3.3* 13001113141

.33' 337.03 343.3 .14400 .47 1440.44 3315.23 1336 1371 33 1433 .10504 146 3349 1304 1341116 1300 33370.13 3443 1470 1334 1551 3164114

.133* : 130*14*6030133 .30 013057 143 .10540 1731171 133323533471166 .33425.64 3033

.12310001 13*3 1439 141* .33 65214 5340 .37 5322 .10 3370.03 135.40 .30003 34:73 135 333114 16 .47 553.3 40" 3

.47 701.190 301.0 .10360 33245351 5614014 .47 5o7,, 543.3 1137 1*3 100 1031142 1332 3003130 1033 1433 312.4 .37 76*4.44: .... .3 .10304 17410 31505 I 3 I 714 .37 136.25.04* 6 11333 1404 144* 123 1423 .47 33413.76 30400.4 .14004 ..7 33612.70 3404.03 1333 10 14*6344 .43 130.10O

.4 143.70 300.42 1473 1034 1331 1173 1571 134.03

.13010 1470 13174514 107 1573a 13,33 1403 14* 3420o1430 .30000 .6 03.30*.42 3334 1407 1*0 3434103 .0 23433.4* 3100".3* 34.7131151* 1*34 1073'S 325.00 .37 13073.04 I07.37 .50300 .33 -. 513.34 4337.4 3327 1400 *40* 1437 1434

.4 135.0 1 644.21 1.23- .50004 107* 155315441373 1537 .07 333 .407 *1*5.44 .10030

.47 13433.33103 443 .10000 1470 1530 15311174 1575 .4 3430 *133.27 .305 1332*10 1410 34613

.30340 I.*S 13691 334 13I7 1374

.33 3275.40 3634.14: .30004 34*1354213432147 137 1343 .37 37012.37 236.73:1 1330 141* 311 34ll1*:111343

.36044 133600 . as 334.4 33531

.3 375.13 3134.10 3343 13431314 1373 357 1340 .40050 1306 141134212 1430 1342 14*3 11641330561401373 134 .03 1440114314076541114*

133 l41 1012 6143 .33 45.4 Is 44ass74

.10004 14.113341147 13421101 .47 5301.4* 400.1 1343 1414 1433 1412 3433 .67 3757.67 440.36 1343 34514413333 .35403 14 i:54 164S 5* 11563 3304 .35403 1300 101 017110341 .1411 44*71540 1141*4 56 M4 9447.0* 7930.33 324.06 .506*4 1334 43*143* 3436 310 47 1173.16 525.33. .30550 1l49 157135T 13* 135* 60 I47 140 2035.47 1347 141 1430 143 1410 .30350 .47 3749 40473

.47 120144.0 0544.4 .34000 36*6 137335Th15471144 114* 141*342 4413 .7 1334.3.4 4351.41 3300 1421 1413 3sm* 143* .10500- 1491 257)15741346354 134.45

.47 12*00.71 10344.30 .105*6 133* 1413 4433I44l1630 .47 1333.0- 35312.04 34s3 117113745590 134 1331 143 1434I341 34 .50056 1361130 343 342 3401 .617 13474.40 1*73 .10040 0435137 I 1374 213 13*3

.15034 .23 1711.30 717174.4 630.30 .32 337.43 1634.34 13541137 13311312131

.33327.33 14346.34 .10444 4337 3*71140 s1504303 13031 1037 142* 141 44 .30 311.441 1456.33" .13005 13.6.4 1316 3434 1430 1046 3440 .23 4360.5 3333.4 .14064 3341101143 1591530 1*31541 130 133 133 1240 1317 142 '10341014 .1444 .13504

.34304 1301 154513441306 15* .67 3103.34 300.056 3214 1470 1421 14401 347

.1054* 1503 154413* 155 1534 1340 1433 1 434 164 1440 .47 0*.3 465 .60440 1503 15*41547160 1604 IS" 1404 3.43 1301 1050 125.00 .47 SI144 342.3

.3304* 1514 13*7 15441401 3603 3342143 11436I14*2 1411 .4 5457 11050.43 1.*3 13*4154*3603 1001 .47 634*3.03 *046.43 S134."m .10550 1341 1410 1433 1411 1104

,I7 154211.74 0006 I4 1173.4s 47 11)14.7 i

• 54230S 6334.77

.10040

.134*0 110011*0119*3031 110 01 30 144d 44

~1443 .47 '1002.534343.01 .1400 130 1630143I 4410 130.03 .7 100 1330 0474.33 123.03: .7 11033.14 0304.12 .4005* 330*307111911605 1404 1307 1414 341: X147 40 .47 12300.53 *536.47 .14004 4300 11* 321*3104 1405:

1306 &144 1442 3404 3157 .34353.06 17.53

.1040*

1309 1413 1442~601 330 .41 32::',,.3* 2**.3 13701.344 1444 1471 1410 .33 3273.43 24.3*.5 .40000

.10000 A4T 153.33 3430.44 13244 1444 1617 1441 .30506 13 .4* .10503

.30*04 1373 1440 1.47 306 1143 1340

.67 6137.3* l5* .10000

.14040 .07 13561.74 10140.63 1374 1467 144* 146413043 330.0 07 030.37 51116.33 1n731443 345 14*43347 1300 .47 *773.41 '417.36 1374141045314714 .3 0566 1370 1433 34331463:1 1446 1100 13 0.0 39371433 34*43.471443 .7 114914.6 3304.95 3034343*143 1054 1633 330* 14*4 34301471 1470 .'17 11433.'114343.97 .40043 1330142334231433363 .47 :77::I 77.7 1341 1 4 103434713141671 .13304

.37 33337.72 30034.3* .5 0300 153716s12 313 463 1433, .03 14304.44 0~:1153 I3 3370.33 23.141 153010211401417 164)4 .6 03.7*01.30 .10060 1303 1414 1613 1473 1173 .50550 4333164.3if11034 1637 3343 1437 133* 3474 1473 .33 542.4 440.01 1530103036371630 1430 .4 04.5 4:7463

.33 331.0 14.3 .10000 15311617143*16 M 1"34 1344 134* 141 177 3476119 .3 0500 156316147 143*1043 36410 4 01.437 24*3.43 .=100

.47 3420.11 3042.53 .10330 .47394.33 3304.34

.100*0 I305 1364 1462 1443 167* 147l: .47 332574 1 1330.01 .10500 15437 142316234 1344 10435 43403 372S.43 13*3 1443 101 144* 147 .37 3540.7 10444 .40540 134* 1441 1.444Us 141 34 136S.6 2166143136331430 44 .47 12615.74 4 06

.41 100.40 0170 134*143134331344 4446 1303a 1417 3440 1543 10* 1570.7*

.... 104 .4540* .47 13431.741* Sn 04. .400 134.6 130.04 133144 3400 1644 14*3

.10000

.3 5500 1040363514302 ~144*

156*36340433161*063 333 26314341451163 1444

.43

.47 433.03 453.30

• 444S.57 4034.63 3304 1460.47 14* 5" 1464 Sol00

.7 122'13464 1717 10*3160J 60" 431633 130.40 .07 10*40.45 *390.03 3301 1470 347 34*0 143"

.33 3431.06 .430.30 1304 .47 1*395.53 0304.34 134.04 .30*00 1341 64. 14 1.35555 1363 3101 1473 147634* 44 .35400 135114432 16141 33 1050 534.04 1004164' 164415007 05 1401 1476 147 34*3 140 .47 3145 4540 .10440 111 144 31431 340 347 .67 417.03 3734:.70 124.03 3.4*1.47 1474 34033sI .7 0443.47 3431 331*344 16062019 143* .9 13425.7110004.47 133 10441447304*1005 .471342.11104.6.11 1344 3470 14I4 1401 3034 US:"0 .10130 "S.4 1140344754041643 16042 1100

.47 *34 741 .07 7*3.1 6)4.3 Ise."* 3141 164*00* 3*410 14*3 1441 1* 4733 134.30 .43 21325.7100*0.63 .13034 14*0 14S3 1443 160* 1537 .37 13423.74110*.6 130.44

.17 100I34.5 4034 154334 343" 34I 14 .3 44.4 77"3.3*

35433*5 340 14441443.1 .7 46.5 7374.12

.47 14030.10 4074.91 .5 0000 1107 is.1 1404 1130 113* 33443It3,345 16441645 .47 0403.43 7536

.37 313104 *042i 2

.35005 341*1.4* 1Is" 11231520 .14504 1*671433145413403464:

13601.4161 457 47030 136. 6 3411 14*7 36*4 3103 11*3 .10505 130.00 15601437164.3073 1676

.47 1343.53 0344 6412 1000 14003103 13*4 .30300 .. ?334175.33 14300.13 AT7 35*.51 *304.0 141143isL 140 1107 35is 1373340016411474 1672 130.04 4 33.7 3010.

.14044 1410 1031 1431 I0*0 11*l7 133 274.57 111.13 .10004 33733401143 44700474 3103404 1405131*11*0 .10054

.3000*

1*10 14414713313 1030 31*7 1403 11:1331113 e .30045 157s345 4s 1903 1014

.47 30.4*S as51.1 .30030 1411 140*146 $3031313 3*7 1*473.4' I4*1644 1143140 Isl*033 14 1514 .3 $7*7.67 14).14 .4 0405 1379014*4 360036*314*

1413 I1*013*13534 1313 .15000

.47 44074 3544 7154 1471107234* 0444 1434I1151" a1 1153, 1117 014 .33050 143.13*3 151*11341517 313 147310lis34461443 1573 1413146741471306 1436 100 130121 1531

.30*30 1140367 1671 34*410*77

.17 1130.3 47.43 13463071 1474144 3464 14371106si 1101103*131*

33471074 16(774 If1*

.4711337 310 .13006 137 36474 3670 10033430 314*3070 344036123633

.131424 40 .3 .13004 31* 303 141 306 1413

.15005

.1000*

.3 0000

.15004

.10404

.10*00

.30400

.50000 Page 8 of 31

GEO.HBIP.02.07 Rev. I Attachment E 77.1 303 0 -3.000 2.000 1000 2630 503113001037 4 1I0.0 .4.37.5 0303.70 73504 .340000 -1.... -400 303 40 1702 301 333 I 530.0 .47 4705 4000 .0.0 1.0 13015049350 110 I 03000 .4 00320.71 -9.0 1.0 2 13.I. 731 s 1.03 1000 5000 5631 363 173 1104 7750.35 3507.60 .3000 :I .140 .1.0 3001 4092 5,,321700 1703 130.00 .40 47.0 3307A5000 .134.000 -31.00 553 .60 503 330 3707 3 154 7 30570 0000.0  :.400 7 3 05 4.

3007 140. 5007 57135.700 13.0 .4

.47 7334.1 I"037.3 .1.0..0 .3.04.4.0 1005 2403 211 1700 103 4 130.0 7 5040i77s3 .3300003, .10.0 -3I.000 3007103 14031 51712. .1170 9 00 73.0 .0003 soOo .. 0 1500 3700 53151 33 4 150 .7 30.7

1 7 1532.71

. 0240 .500 3 13.00 .6.

t013174711 o310 4 50.0 .1.0 I7s2500 3 42.3 30.1 .00 04 .10.04 341 3704I7031 0 3000 2.0 301. 3705 37053713 71 0034 1704 3703Ins 3913 1010 1702 17001721 1710 3

3 330.00 170.00 170.00

~~~~~~~~~~~~~~.47 47 334.30' 3743.77 100 3004 31.02:

347 I4

.00

.000

.500 5.0303.3.0 7 3000I3.0 034.02 .100 0 .30007 .1.000 403 1700 53031722 72 3ls 310.00 7 1603 1 1607 04.2 .00 3 .0.0 0.0 3171 31700 5715In)4 1723 2 330.00 .7

.7

.. 7741 04. 100 00 10.30 .340 I105 1750 271117176Ins ll 13.00 0430 3336.60 .00013 .1400 1.0 1031171591 1737 57130 4 530.00d .47 1020.7 .0003 .160.00 t00 .13.7 .2100 3143 1713 375012 70 4 100 .47 751 403 .00 0 1400 .30.000 3624 173 I.37107ml 173@ 3 33 0.0 3 0 1..0 3.0 3230 600 .00 31021330o1713ins. 473 3 3.0 7 3703M.17 0.4 l."00 100 .50.04 .30.00 1620 173210 oe2 172 172 110.0 4 3330.34 .10to0 30.0 .01.00 1027 1730 1741Sn2. 172 3 3)0.00 .47 :617.30 13630.70 31030.02 .100 3 .":00

-I0.00 1010 3743 17223'l0 Sn2 3 3)00 ..7 2007 10000.42 .10o 3 .37.00 .000 3043 in; 573I0l36 17351 130.00 .4 I."7.00 .1.000 0710 13.05 .07

770. 17 173 .1000I13) 30 1073152 0I& 717 0307.43 7174.13 A.3301 .179.6000 1.0 1332 3733 17241713"1730 20 310.00 .47 0037 00.3 .00 110  :.370.00 .1.0 3243 2737 37I0 3703 1740 4 130.00 .7 0160.57 .107017 .7.0 3.0 0332 2730 173314 471 6 130.501 .67 30230.71

.3 3 5s770. 3*140.112 .100 30 .7000 .3.0 103 37411154 16 130.00: 20.0 30010so).4 .7.0 3.0 1037 1741 1722 717017n0 .7 36.4 0.4.00

.4 737 01.33.9 .1000017 7 ..

37 .00 4 0 0 1020 273 1733 575 5745 3 130.0 3 . J-I . .

3 1.0 6 4100 31730.7 .10013 1433173 574577370 100.2 . 0 133 .73472.0 3002734 17311340 1747 3d3.0o7 34.0 1.00 130.00 .47 1300.7 500402 GO00 133l 173Z..40 is3i Ins 1710 17401760 I 007.40 7174.1 'I00 134 173 .54 1".

144in. 'o 170 373 0 10.0 .5 d7 0033.77 7013.01 .104 30 .17.00 .16.000

.364 1744 I271 1704id. 4 130s.00 6 100 .7 33571 360.07 .100 12 .37300 .30.0 1.0 104 17134174n1 17170O 113000 .3 577.1 I630.1 .35030 170 144 33314413 17 33760.0 3070.53 .33005 11 17.0 .0.0 3043 3744 5345377 170 3a 130.00  :.I7 470.3 3314.70 1300.0 133 .17360 _3.4.000 161 3 1700 374717604700 3 200 .67 33423.90 1030.4Z .300 134.04.0 .0 1003170 3313114 130.00 .47 53023.70 50304.652 .5000 130 _104.100. 2.000 3.103,314 1700 1742 376 3s 130.00 .41 2.0 130.00 .67 7030.17 6347.33 .50000 134 .1013 106t 7417 50 17 42I 1742 0l 0460.40 6770.30 .3044037 .1013 60 1055 21375 171 370 17 6375 4 20.0 .47 170" :107100 1350 5606173175217421704 4 330.00 .0 01.40 717.4.1 .10070.

34307034 50030 -4.0 1.0 5407 1703 170317001 136 4 03.0 .67 140 . :14.0  :.31.000 1405 1753 373417071706 4 300 ..

47 0033.74 7015.1s: .100 512 .15.0 .300 130.00 .6 1033571 036.3.7 .30000.

3403 1734 1770570 1767 0300 Io 0437 16 .100.17 3.0 10-17 1705 50 04T00717410

.6.0 3.0 0:5147 : 11, 127 3.3020I5.35.5n3.01 .42 I 7 13 2.~~~~~~~~~~55 5043.6.0 163 363330 44.00 I1 2.0 I.7.00 19 .6 ."  :

3" 1:.271.0 .1.003 1 1 57 I4.000327.46 504.050 10.00 3o .35.0 4..0.00 0.0 0 .270. 176134.0 1

.1....05 - 140 3.00 30.3 0 .216.00 1 340 .144...600 .3.0010

• .273.o040 .31.074 a U2

. , .s IU1 L" 130 .34.0 .400 7:4I3.270.0 .34.I00 3 3.0 .1.

." 7  : 105 .344.000 IS0;5 .371.000 .31.0074 3 3407 143 .273.0 71 174.46.00 4 1500.44600 0351 1 5 .s 157 .564.43 .61.00 14 250."S 1.14.000 .0 4 141 .169 1.000 I 1.000 30 .34.004

.140.000 10 .340.000 .31.007 .3.000 363 .401.004~~~~~~~~~~~~~~~~~~~~~~~~~~~1 4 3105 -. 0 30 .30.0 3.0 0 .0.0 3.0 31 .300.00 4.0

-141.00* .41.00 I 27.30.00 .34.0002374 0.0 17 1.401.00 70.0.75 -31..040 173 -..15 1.00

_4.000 33 .34030 .36.000 17 .350000 0.00 30 .343.00.3105

.106.00 -. 5.05 23 .32.000" .64.40 417 1 3.000 .15400 -11.00 377~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~4 14 .220.000 1 1400.1. 00 34 .3000 .0

.3403 .3.4 54 .233.00 .1.033 103

.14000 2.41.0 40 - .330.03 360

.14.0 .400-01 230o.000 .. SO04 103 1.31.00 3. 0 43 ".43.0 _3.0 157 .").00 -3.300 0 .31000 244.00 4 .31.00 ..

45 3.22.00 .30 I 0 400 .31.00do 00 1.10.00 -3.00 170 .111.030 .3.000 47 .230.0 " .0 0 .13. , .3600 43 4330.00 .3.50 131 .351.00 31.00 40 .230.M40 .1.0 133 .151.070 .350 00 .333.30 .31.00 10I 3107 3.7 03 .330.300 .26.004 3.0 lOS .101.00 52 .30.3 .1.0 ".41.00

.5.0 53 .3030 .36.400334 57 .5.00 .0.0 14 .330.305 :1.60.00 300 .145.00 23.00 57 .1.03 .. 0 .140.000 .1.000 21 50.330.00 -0.0006 204 .314.000 0.0 01 4405 .3.d00 70 10.05 .1.0 63 .20.0.34.00 03 .4.00 .7.0 50 -310.000 .61.00 117 .145.000 3300 60 230002 250 1 -14.00 000 00 -2030 450 230.14.0 .3.000 70 .200.40 .3500 31I 34.0 .. 0 72 .300.000 .21.000 -0.00 .1.4 3

70 .3030 3435 4 06.3 1.0 04 2'.34.300 .0 310.04.0 -.3.0 75 .340.00 .36.000 310 -4.4 .34.000 74.30.00

.4140

.21 9of 3 so  :::,  :",::Pge

GEO.HBIP.02.07 Rev. I Attachment E 242 .00.00 0.00 723 12.00 .26.600 044 .0040 2.0on .1 ..00 .1.00 S 022 .20.000 .24.0 221 41.000es - A.- U. 4e - 4 223 222.1.0 I.I. See I22.341.0

.0.0 I

I00 ed 14 .- l.0." -7.0 sic 052

.64

.20.040

-I.3.0

.41.0C

.23.did 704 IisX 105 106 15.06 20.00 20.000

.46.000 41.000 00.000 241 .00.60 .21.00 20l .34.0A0 224 .124.0 12.004 450 -I.2".00 017 .2.6 120 .§0.000 .16.600 .2-s0.000 127 2000 20.000§ 123 .120.040 0.0CC '210 212 2

224 10.CC 2. 210 .00.0CC .30.C00 222 1.0.4

.25.00 .4.00 654 .30.000 227 .10.See -2.000 64.00 60 20.000 24.00 173 .00.0CC .21.000 .22.000 .44.400 Ai5 .15.055 22S 2 Al1.USes -I.

• 21 .00.0 .,0."0 122 .226.U0 .0.WO 317 _.00.00 .42.0@0 326 -3.5.0 .1.0 A.s 650 -I...

.15.006 4^@

22.000 224 .13C.Cn .26.60 's, 64 -IS..0 26.00 00 206 2.6 221 .26.0 .21.0 134 . II00.06.0 -se..w -Il..

A, S -I.§w

.1.000 1 1.0.

234 Us 641 3 52I 40 .25.040 z.006 274 .02.00 03.00 2.00 .. 0 In9 -13.3 2',o .00 .11.00 222 .126.44, .21.00: L,.0 124*-S.. -2 s 002 20.@00 211 .55.30 4Q

-w1.0.000 214 .226.4C .20.0 22.00 16L .

213 ,.7 IsW U 211 A.U.§ 12.=' 010 .00.200 222 -0..00 .24.000 2004 312 641 .1.0 I 1Ls.000 000 I.0 .24.000 224 .126.00 .00.000 272 .02.200 .15.604 .6.0 317 ]io LA=" S22 -Woddl§ -ol e"e 466 I .20.500 24.040 130 20... .- 2.0 22 .131.000 1.0 .52.000 .3."00 4n .12.-00 .14.0 200.0 .)I.0 202 .-05.Se0 - 2.000 022 202 .02.2CC .C0C C ..00 .41.000 440 .1.06. .2.000 631 20.00 .26.000 200 -8.0020 0.4 25.05 .11.00

,2, 6S1 -15.0 . 2.000t 012 22a -131.000 .0::" 210 .CO.200 2.000 *sS -I$..

.12.000 .X ..D

-21.00 03I 20.00 .46.

A,1 1X ee, -L"::: 612 672 .22.00 .24.000

.50.004 s low 0.O0

.wo 012 .25 .0 .01.04 22f .122.6'0 12.4' .50.000 -,.SQ.

526 V2A

.121..0CC 240 .121 242 .11.000

-1.00 202 .0 0 .2.00:

021 614 .35.800 .46.000 262 .121 242 .121.0C .CCC .16.000

.0. 20s .0..0o .4.000 010 25..000 600 122 In7 410 0

-Io.004

.1§0. 0.11.$D 4.040 31@ _ls5.30 _1.¢ 21.000 4.0 223 .50.0600 1.00o 426 .20.00 42.000 016 201 -. 02.000 .11. 220 .2.0.00 .22. :2,7  : S.X*1 s?. =O 360 .CS.000 .23.00 324 020 254 -121d.0e -21.."

.26s.0 M.ISS 000 25.00 3.0 244 .231 .00 .21:.00 51 247 .12.C0 .24.0 202 .02.26 4.23.00 25.000 1.04

.2I.0,0 .-. C 071 -I.6.0 21.004 021 24.00 202 .02.260 .26.000 220 10.600 020 22.00

S:  : IS  : '"oe 601 .10.0CC 20 2 122.00 20 .02.20 .01.@00 is, 023 022 2S.604 2.000 _10.C

-20.C 002 .1".000 4.00 602 .10.me 0.00 625 022 22.0S0 2-0.0 .2.000

-10.0 2 124.0 I4 . S4.

220 .126.0CC .11. 0 .245.0 24.0 ,40 .20.000 .. W 41.000 542 026 024 20.006 25.000 .4.00 24.00 226 .126.C .16.000 206 .00.006 ^I I, - ,@: :n 242 027 21.00 .21.5 207 .2260C .21.000 240 -.0.0 21.00 020 25.00 .21.000

.222 .12.0 2.0 _4.0500 20.00 607 -I.3000 -.

1104 603 20.W 00 4.00 226 -12C.900 -i.2.00 225 .0000 I2... 244 A"C .C.00 34.00 .00.600e _14^.000 021 25.60 .21.00 2,, .120.0 .21.00 .0000 0.000s e

Ss: I _ .06.000 s2.00 CC  :.S0.0 .1- ..00 26 12:,I" 410 A~ a s.0 SI.§N 572 566 _z.4060 .1t.60 401 -1.0.0 .21.0

_.00., .60 .40.0 .0.00 w -*I.

00 0240- lo.04 41.0 2C2 .122.0 2.000 .45.0 .11.000e 602 _,.. .5,.0O 600 .00.6@00 .2.007 I..0"

.- .40.0 .24.000e V,7 ..O.0:'

A00 _Vo.l i=ol I _s.w _Ss

..4.OC .42.0 .21.0 405 _.2.00 44.000 000 .00.040

.45.0 .20.05e 6006 00 I.3040

_.2.0 -. 3."0 41.00 048 0.. 20.006 52I .05.00 a.2160 267 204 .122.0

-.2 .4.0CCe

.2.0L 500

.24.00 202 .4500

-Is.se.@ .e24.00e Sl.o 0. 00 4 0.0 4ALs .00.0 S1 CCC

" .2.000 22.00 042

.4.0 .01.000e 400 600 .5.00 020 30.64 3.0 1254 501 7. .4500

-2.00.0

.66.00e 3.0 620 .2.000 0.@00 270 -1212.5 .23.000 46.000 200 .0.000 24.000 412 .00.000 7.4C0 .40.000 150 I _3 . w

.40.000 L e 41.e0 '21 4.1.001 .41.004 272 -. .2'" 0.""

260 .32..0 .1400 260 .46X.00 31 *.00 702 713 .0.000

-S... 0.004

-,,,.,O 12

It .00.00

-n:See .62%Id ALIS 041 30.000 .12.000

.4000 22.00e oil 20.000 l0.0W0 -I.

14.000000 274 -1.27.90 .41.0CC 42I .10. 33.00 561 .6.0 4s0 051 20.0CC .23.000 164 .0.000 642 20.00 -2.3.00

.21.0 2.11 .123.20 .0.0 421 -.25.0W II. 0" 562 000 00..0

.2300 701 .0.000 _.1100 2ts -122.00 212 .217.000 34.000 020 014 35.0 36.00 I.T.=

.03.000

.006 .00.05 .36.000 210 .217.

-24..f 610

.Z1 n.7.40 2.60 22.0N 20.000 IC .0.00 .24.00o 27E -.1,.59n 260 _.2124.2 I..0 00l.00 027 .12.00 .60440w 2z.00 424 .1.0 .004 210 .122.20 .44.000 541 113 .2.000 .21.00 240 71 .2.04 .26.40 202 -111.20 .3.cad 624 .200 .. 0 540 721 .W .41.6 050 3.0 410

.112 S. -." .44.000 .6.0CC 204 On - .1.60 24.00 210 7D4 .5.0 2.6.0 2TZ -X1ijs9 it D 03 20.000 I2.00 022 420 .1200

.70.000 -. *.65 0 :104, SAMP ys.soo 20.000 .;,I.§

.2$.04 42.0* 045 015 .10.0 2.0 71 0.0

.36 201 .117.S0 _..0 .is 4@ "7t~

$12 0l0 04 22.00 3.000 2 0S

.26. *.000 221 .,72.0 2.0 -2s.w

_1.200

-Oo

.1 .054 061 25.00 10.40 272 ad. 22.000 20.000 0 ._111. .4. 276 .00.00 214.000 120 0.000 36.00 2.0 _1.4006 t.6.00 719 _S...$ -Zs."W B4, IS.W.* .§ 422 .10.000 121 0.000 10 .e05 201 .2122.20 10.

.33 -7doa -I t.. 7251 .2 6.0 .12 Is.W" so.."

202 -l.1. 20.0 022 .10 is.0 215 000t .121.00 .22.000, 527 @15 .I4s ..V *.C..

204 -. .2S 2.00 047 25.00 sz 1 A. .21.040 A3 1 -7" .09 7:11 .20.000 .46..00 124 0.040 .4.020 20 -.1.20 .2.06 oil 4..W 11.0 200 .X11.000 .4.060 *21 _\.2200 21z.000 S"I 012 20.000 .41.000 20 .211.S00 .. 000 -7f..We II ,n 300 712 71 0.00

.0 .1.00 4.

.,, 014 071 25.00 15.000 .46.00

.21.0 I

20 0.000 .14.000 .i.s 425 .70.0"0 04.060 .25.000 2s.000 01 32.00

.2606 505 720 0.00 .22.000 20 .312,5.0 410 n.1.0 .0 077 21.544 .17.00

21 730 0.00 _.2600 420 .7n. 61.0CC

.0.00 17.040 721 6.000 .23.000

.42 .10..0.Z .000 440 -71 .000 2.0 .12.000 .4.000 012 0.00 3.0.0 200 2.0.0 20.00 I.W..0 743 . W0 .42.00

.20.000 204 _.100.00 2,.000 724 0.005 2..0 026 4000 41.006

.20.00 7.1000 120 .000 42.OCO

.2.0 .21.00w 3.040 712 5.000 27.060 004 063 40.0 i 0.0 2.006 10.000 201 .l20.s20 20.00 451 .19.00 002 .20.00 w.2400 s50 nof .ooo 22.000 002 4A.= 14.00 441 .1.6 21.00 000

'202 .121.500 .200 222 I o lzsa e" 422 .10.020 .21.Co7 140 5.000 -4.00 0:t 40.0 .2.006

.20.00 .26.l00 500 020 40.000 L.2600 212 .2C2.000 -6.00 422 .20.000 .44.00 742 2.000 4.000 222 .1.000 .42.000 II.=,@ 022 40.000 21.4401 214 .20I.20 .4.00 AId -43.wn 740 S.04 2.00 212 -.

20.200 .22.400 000 022 40.0S 40.00 14.00 z.2000

.26.000 422 .62.000 44.00 740 145 0.00 5.000 .2.000 20.000 11. , -. l.§ 220 324 .202.200

_1es s od 005 40.006 .42.000 22.000 706 0.000 .4.000

.20.000 0.@00 -I.1100 004 40.040 _.4440 147

.20.04 2s.000 220 .102.000 _].4300 714 5.00 -.4. 005 60.000 4.000 410 _}.2000 24a.0C .22.000 is.l,,

-.46.0 7-0 2.000 *Z7 322 121 .200.000

_X 033 .20.000 20.00 221 200 .100.00

.204.2141 2.S0 0.0C .0.000 20l.000 As _a.W _2.oo 122 5.000 .21.000 210 .200.014 2.000: s43 .30.00 0l.00 5.000 .20.000

.000 65C 152 464 .60.000 .5000 2.000e .41.500

.12.of 122 5.000 Its 4651 .,4200

.40.00 -U.00 .10.000 l.2.0 007 4s.000 21.000 750 5.000 .46.000 612 .0.060 l.0.00 150 1

^.00 44 .04 22t .3.000 09.000 .20.0 .31.0ee 0SO d5..00 02.05 32.0

.1s.000 126 10.000 41.000 056 221 .0.0

.3la.6. .22.60 2.00 070 AIS .42.6o

.02.0" " 20.600 It.0 112 _ .24.000 .26.00 000 45.0.

45.00 I.00::

.31.a00 227 061 757 10.000 2.0CC 007 610 .20.0 .52.000 000 40.0 .36.000 476 .4.woe .21.0 003 45.000 10.00s

.20.0 .2e4.044 750 10.000 20.@0 2.000 020 45.000 .4.00 76 I2.0 003 1.0.00 0.64 221 222 210

.100.000

-s.206CC

-9.2022

.10.000

.21.000 2000 I7 _so 11."'@

Is9

.25.0 61.000 761 1I 77s7 70 10.00 20.000 "O

20.002 10.00

.2.00 34.00Seet 000 oi 45.00 As.- ~ .2.00 222 .200.00 1.26.060 _4A.It II.:" ..2 21:

Al4 224 .306.000 .32.00 421 77 1 .h _2:$.D§:@ N's . Ase

.200.060 .42.000 022 760 16.06t .26.00 45.0"" .22.0 220 911 424 7 10.006 .13.00 4 1 -.

402 6.00

= ""

.65.040 52A.S0 030 40.00 .46.006

.22.000 1$.000 45.00 " ..

0 220 .0.000 17.000 .41.00 01 "12 _.4. 716 1.S= .2.000

.24.000 220 .04.000 02Cm~ 624 112 10.050 2.00

.0.00 0s 4 240 .04.000 20.060 610 .00.00 .20.60 421 .26.006 230 .10.0.20 10.:0: 160 10.50 031 50.000 311.00 M21 .2.0 20.000@ 4.0.00 010 5s.0" 14.000 001 474 .00.000 4.0 _12.060

.00.00 77% I5. 4§ 242 .06.004 .41.04 0.0CC 012010.00.600 .1 00 .22 .25.000 77I Ib. 1@

244 .06.00 .101.0 II.00 2.00 .22.65 .1 .000 201 .76.00

.2.000 .21.@00 .21.000 ,7 l$. ].

244 .04 .006 422 -6@

202 .04.600 .4.000 .2200 .26.000e 112 116 1.0 000 .43.00 4.0 I't 220 50.00S.§ .6&.000 420 I.25.0 .21.000 221 20.000 .21.000 l 240 .00.060 .32.000 401 .0i.040 .31.l00 624 I.25.00 l.2660 22.040 27.000 023 50.00 0.6 240 .06.060 .14.000 06 .0.0 24.00

.36.000 717 I~s ,s@ z@

400 .60.00 21f 172 15.000 42.0 220 .06.000 .22 .00 I,

402 _So

.60.054@ Isn

.21.006.000 a 024 50.040 2.0.0 00 .00.000

.2600 e .e3.20 400 .60.600 .20.000

.2.0e, 025 50.000 .2.000 102 405 .S6000 405 222 .05 .00 .20 .000 401 .60i.000 .1e.000 412 I.$

103 I~W 22.00 l9¢ 21.00 602 .20.00 22.0w 222 .06.000 .44.400 43.00 020 .21.000 00.60 .20.00 2.000W as.IN 206 .00.000 42 .2I.04 Is.

052 10.05 .41.000 024 _s.050 41.00 12.0 20.000e 705 15.500 520 II.00 .21.000 4 021 Ad.=04 -.2

_s.2.0 21.000 646 .0.@000 30.000 700 12.00 .0&.000 220 .00.000 22.00 401 034 20.000 .04.00 22.0CC .2000 04.000s1 50.00 .4.00, 220 .26.000 s442 22.060 .31.000 022 100 260 .00.60 24.000 700 22.040 .24.600 041 .00.000 10.040 201 15.00 vI.2100 242 .0.0 34.000 Page 10 of 31

GEQ.HB IP.02.O7 Rev. I Attachment E 2.000 1 232 1 23.00 1 0.9 94 0197 194.00 .21.90 122 121.904. 9....

0190 1 9. 00 22 9 A 12 5 12 1.9M . -2. 9 14.

1001 9. 400 11 49 1 0. 9 -11.900 1 29 12 9 0 0 . 4 9 -24.900 1912 203. 0 9 .9 1549 1 90.0 0 201 -31. 900 Ia1 -2 9.900 1512 3 02.90 0 9 4

'35 -41.900 90 -21.40 '10 .122 12I.::: .20.94 13 74 14 .94 -44.000 1114 202.00 2.90 G0 9.902 1230 12 .... . 4.9I.40 41.390 1197 2 9.00 4. 0 20 21.90a 1171 A4.9.4 1S12 20 3. 0 -1248 27.990 1119 2 0. 90 9 .4 22.900 I1 VS.090 1 423 1 25.903 -02. 00 25 35 1 91.9 3 .4 00 .11.99 I2 9 .4 29.000 913 1 392.949

'S.:.

629 34.849 1522 292.409 -3.954.

13 27 12 9 9 0 3 7.90 0 09.000 1922 202.000 -19.99 31.9 00 .34699 133 9 3 . 00 3.0 09.099 4 13 79 0 1. 9 9.000 1 220 1 3 4.0 4 . 4 99 35.04 14 1 .00 3.494 1 129 29 9 0 2 .0 1379

-2.008 1312 1 0 9 4 1 4.9..

-4.090 1 3 1 13 0. 0 .4 19 720. 09 .19.0 947 -31.490 409 I .9 -04.090 1140 13 04 12 .9 4 9 30299 00 1. 9

-21. 090 I109 7 0.0PA 15P. 191.00 -24. 090 Use 0 90.De 1143 120.900 -394 -21. 940 95217209.004 .31.99 12 44 1 2 9.990 -4 00 -54.940 513 2. 39. 4 9 -4o. 99

'53 102 LA1293Al41PA9 124.900 -21.90. 159.3 241. 090 -4 9.009 015 399:.90 -1. 900A 1429 A 1991 01. 900 993 '199 9 99.0"0 17.990 957 199 1 397 1 43.00 0154A 3 9 9 9 1 .0 a0 7.49 9so..0 1.99 191.99 33.009 a 1 350 250.49 U249 lo0.00 2.90 29.9.5 113 2 94.91 -21. 19

.19 12 13 13 .9 0 3994 19.090 110,

'411 14.900 1521 2 49.04 1 .4 12 91 1 2 5 0 0 t0.90 0 .9. 0 392 Mo: 3in0.PA 9 9.900 3 1539 20.09.

01.90 1 2 59 12 .0 0 ,1. 3.440 2 95. 90 -0. 0 1 309 1 91.09 1539 130 1 39 S.94 13U 7. 9 -1.95.

110I 1391 149.904 -4.490 1 2195 33 .9' 9. 0 -11.090 32.990 20 00

.129 1343 35.0 129t 149.010 -14.4.0

-21:404 941 11.94 1114 7 '1.000 -34.409 I. 1544 2 14.490 .90 9 99 .09 1291 13 1.994 10.9" 3 04

-31.940 1541 214.90 12 42 13 9.9 4 146. 9

-59.940 971 0.11 1245 Its'. .o 9 40 2.900. -41.000 3199 3 40.0 00 -03. 994 I 49.094 1182 200:.900 -4 9.999 314.009 -24.994O 039 49.050 12 01 123.90 0 -o 9 17.980 12 04 135000 -9. 9 0. 3001 194.50$ 13.908 29.909 0110 720. 90 -31.994 1114 31.995 000 -4.0 111I 2091 214.

979 - 1 9 1 49 1 9 9.9 00 19.400 12 40 03.0 0 -2 . 09 14.900 1112 U214 l3 90.000 1499 14.98241 9.040 1149 12 72 2 1. 09 9. 9." 11 2 11 4.00 - 4. 0 954.94 3.999 1273 1 3 1.9.09 -0 .99 4 910 &..Z40 .4.000 141819

-4.990 0 -1.9"I 3254 1 21.904 34.99 1517 224.90' 19.009 0411 299.000 -01. 090 1132 1 4127 1 99.090 1 375 1 90.900 44.99 -14. 000

26. 000 2279 14 0.900 1.99 62 -31. 940 1341 22 0. 0 90 - 2. 00 1122 12 77 9 0. 00 2 7.99 9 -24 .090 1124 91, -3 1.404 122 O 03.94 -54. 000 1542 2250.90 U.4.00 1201 14 .9 0 31.949d 4 1.940 0 95.00 1293 1 9. 00 1 .9 9 .49.000 1129I 000 9712 75.0 1129 90 S.9."0 -1190 1291 1 40.09 .11. 9 199.490 33.000 1415 29.009 1141 2 29.000 -2. 994 1134 12 94 240.49 -4." 0 14 19 1 04.2 1 20.994 "9I 1122 3.1900 12 97 14 0.9 40 -1 .9 0 15.900 0 4 1.945a 1140 232.0.49 - 1 45.94 14117 174.259 14.009 M" 9 95.0 9.009 1 5 71 2 29.9 4 2 .9 0 2.00 .27.94.,

2.998

• XI.000 1'61 174.250 -3.900

.90 1617 174.259 1 572 131.509 5.5 1908 4 2 13 91 140.00 -14. 90 -4.994 U 9.9 4.000

.2 .44 0 .11.900 2 99 1302 1 40. 4 9 1419 370.234 .14.094 20 1 21.990 95.400 1::79.19 .21.094 1415' 1097 113 .24.900 270.259 .51.080 L3074 211.99 - 1. 4 1409 1137 1029 79.9 1291 loO." . .41.90M 1571 131.900 .2 . 9 1421 1.74.1 .74. 090

.44.

1910 41.990 510.000 99 9 0 42. 0 .44.040 2 21 .90 -0.0 1013 9 .1.90 U12 9 1 433 1 70.319 1 191 4 95.000 2 3 04 3 9. 0 4.0 20.900 1593 2 25.49 .1.0 1013 1421 174.219 22.000 1 292 2 2 1.40 . 4. 0 11294U 5.0 129 174 21 I* 19.009 1019 4 A1.4 4 20.G" 41.694 142 7 0 74.1 14.000 3193 221.90" -I0.:::

195:4a.9 1427 174.259 0.009 50.909 9 430 1 7 4.2 1 2.909 IO .9 131.940 20.004 2014 41.

PA0

-3.900 2913 I0.99I 1 451 174.3 -4.984 4.900:

104'. 000 11932 331.104 -.

9 ad.94 1129 1.0 13 03 350 9 14.000 1190 009 21. 549.6. 3.94 2019 21.490 1433 119.11$

2002 11421 13 0 1 5. 9 9. 0 24.000 . 2 99 14 90 33. 1096 1 3 00 10 .4 0 2 .040O 21.900 100.5.. 24.000 1993. 2. .5" 1 .9 50.0$" 1245 090 -. 4 1437 194.250 1995 1 250.59 -14.49 1 305 1 41, 01.094 1194 1309 14 1.4 9 -. 4. 9 4 1 594 2 31.00. I.21 49

'292 79.040O 44.940 70.00 124 449190.13 24.000 218.509 - 24.40 1901.

14.000

.940 1597 231J.199-34.000O 1 214 1 15 .0 00 -1 .9 1 942 1993 . 239 19 1 900 2 31.10 0 -41.94 1053 12111 131 15 .9 4 3 19 14.949 1934 1 2 1 91 2 . 94 24 9 9.940 1939 1312 L144 199.219 2.049

,us3 . 1. 0 -2.900 142 55.49 2.0 11 12 I 15 .9 4 1194 -4.409 1.9 4 290.39 -11. 000 54 *3 3 35. 9 - .9 1033 41.99 19.909 0320 1350.0 o 144 09.19

.. 91.909 1941 259.904 -1149 1039 1 3197 159.000 52I.49 344 190.258 -14.990 14 94 2 9.9 9 0 .49 75.099 1939 41.900 1493 3219.900 -21.94 13 19 1 5 0.4 0 2 9.99 44.990 123 it19.310 133 9 13 9.90 34.099 41.000 1459 2 3 9.990 - 9. 9 12295 44.090. 3 .0 14 09 15 9 4 4

1 233 1 09.400 9. 0 -1 1 919 3 39. 9 90 -4.4 1917 144.210 49.904 1042 1 32 1 1 4.990 1.9 4 9.909 1 014 243. 99. 4 9 13 25 1 90 21.949 3 .00 1944 3.900 14 13 34. 499b 12 29 1 1 9. 9 .0 9 0 .2.000 241 4 2 4 2.09 - .9 3.4 4.990 13 27 1 94.99 - 3. 1.940 1049 4.944 5 419G 2 4 3 0 0" 11 9 13 33 1 10.15$ -3 .9 1.940 UP3 9.940 1439 3i3.000 -24.90a 3952!

391 9.900 1541 0.944 1991 4.909 4 191 2.509 1957 7.09.

1999 9.004 2.049 2.000 4.000 1.05.

I 4.900 1.990 9.090 Page 11 of 31

GEO.BBIP.02.07 Rev. I Attachment E 4450 234.40 .4.444,l 3451 234.000 .40.440

^332 2100 1:2.04 505) I4S.-& 0.04 S1CS 7 24.04 -11.

4630 244.400 -I4.:'0 1009 264.44 .24.000 I'04 244.4 .3 .0 4 4. -34.0" 4 1645 270.44 32.440 1'42 1.14 24444 27.444 W -44 .440

.0 Is" 17 k^ .1 §=

1440 2170.40 .3.400 340144 270.11 270.000 .11.0.I:.0 4472 274. -21. I" 1472 2.0 .3.0 1647 20.000 -2.4 1575 274.044 24.44l*

1674 27004 -11.044 1410 270.444 3.4.4 la57 200.044 332.04 1471 1474 I70.-4 20044 -04.04 0.044 1544 20040 3.640 14 3 200..4 .3.44 0 1442 144 20044 204.01H -11.440 1-6.40 2043 20044 .25.04 .

1407 360.4 .24.0 2400 20044 .124.04 4l00 200.4 - .. 4 441 20.. 0 32.

5602 244. I 0.04.

4403 2:00 2.

.2.044 4404 200.444 35, 240.4" -4.0 1644 200.004 .35.440 1704 2S4. .30.440 37i 2S.004 .44.44 I 12 1704 S 300.0 12.4 1

1701 24444 1.440 27,4 344.44 2 1707 24444 .2.440-7 2744 300.444 - 11.44 1740 340.440 .14.4 1711 045.440 21.044 1712 I404 .2.1 1712 000. .2 5714 04444 -20.044U 3713 3.4 .11.04U 1717 212.44 2.044 1721 31 .4 S..0 In) 22.444 .2.000 1714 32.4,0 .2.00 1720 1720 71n1 214.004 224.00 II:::: -. 2.000

.24.440 1:1@

174 3215.0 .23.440 1727 21I,.04 -20.04 172 32.4 U.43.04 1720 3210.04 404 4 1720 224.0 31 12.44 1722 324.00 0.444 1722 3).040 3 .0 2722 330.444 .2.040 2321 3)4. .1.44, 1725 1320.40 .11.100 1713 3. .11.040 1737 230.440 .21.004l 1730 320.444 .1 2741 334. -4 1712. 6.

22004 .41.044

.44.472 0 212z 1714 1719 24344 I.*. -}0.004b D

1740 345.04 1.000 1747 245.4 .4.004 1734 340. .-11.44 1730 1754 340.0 54.04 .2411.444

.44.0 1731 340.04 -20 1732 0450 "34.44 1734 343.000 .45.004 1754 344.40 U.44 2 1739 3.0.4 M .21. 2 1757 1704 340.04 346.00 40.444" 2 2

1750 170s 340.04 34.0 -21.44

.1.4 2 2

1762 240.044 -1.. 2 1D4n 240.440 .21.344 2 1704 1701 340.4

...- Ol .24.044

-11. 11* 2 1700 344.4 -30.0 W 2 1757 54044 .43.04 2 Page 12 of 31

GEOMHBIP.02.O7Rev.1I Attachment E excerpt from PD1A.O11 XIAl. 1.4693 S-ctio A-A. KBPP. 08/2002 ACICKLERATICUO VALUES AT 0O3ICO00flC LAYER 11 - ISFSX P.d. 8000. 1sr31. 08,2002 0.001.002646 0.000450 0.000503 0.000404 0.0001900-.0090004 2 0.0000207

-0.000303-0.000204 0.000013 0.000266 0.000460 0.000522 0.000429 0.0000 3 32

-0.000033-0.000225_0.000206_0.000191 0.000023 0.000216 0.000471I 0.000012 0.000206 6 0.000460 0.000220-0.000020-0.0003226-0.000291-0.000200 2205 0.000462 0.000021 0.000435 0.000219-0.000039-0.000242-0.000313-O.000

-0.000019 0.00022230.000420 0.0:0049 10 0.0004000.000101-0.000003-0.-0001252 0.000313 30020:0.0004111 -0.00006

-0.000373-0.0002095-000092 .000 0010500 .020 0

-5.000101-0.000409-0.000501-0.000434-0.000211_.0000000 90 0.000132-0.000104-0:000393-0.0006320-0.000729-0.000680-0 .0001500-0.000200 10

-0.000104-0.000061-0.000100-0.000422-0 .000726-0.000199-0 .002113-0.001004 11

-0.00910-0.0070.- 00542-0.000510-0.0006421-0.0009112-0.001225-0.001011 12

-Q'G0.001660-0.001,6440-0.001501-0.001206-0.001157-0'.00042-0:.003294-0.000583 002004123

-0.001930-0.002222-0.002407-0.002010-0.00220'7-0 .002122-0.002000-0.

14 0.00211:0:00..0012406-0.0020~72-0.00205-0.003410-0.-0024408-0.003349-0.003252 5 15

-0.002030-.00209-0.002282-0.002607-0.001902 -0.004323-0 .004543-0.00405 00 5290 La

-0.004665-0 .0043223-0.006202-0.004210-0.004306-0.0046,90-0.00007-0.

1720

-0.005592-0.0050612-0.005404-0.005280-0.005127-0 .0057092-0 .. 000:221-0.0010

.00029-0.000543 10

-0.000025-0.00605-0.006239-0.006205-0.006018-0.00717-0 10

-0.005401-0.005671:0-0.0052930-0.00140.011:061,237-0.0:0601145:0-0.0009104-0.0-105095I 20

-0.0053221-0.005270-0.00200.020 3.0522-0.00230.00912-0.0051 05_0 .004960-0.001172-0.005202 21

-0.0005557-0.005230_0 .004930-0.004"7705-0.0047 22

_0.005410-0.005295-0.005015-0.006659-0.00422-0.004:14-0 .. 004,126-0.004262

.000440.0.02222 23

-0.004472-0.004646-0.004600-0.004552-0.00257-0.002005-3222 .002920 24

-0.003296-0.003415-0.003609-0.002768-0.00370400060000 25

-0.002503-0.002342 -0.002222-0.002445-0.002640-0.0028101-0.002050-0.002716 26

-0.002400-0.002014-0.002654-0 .001425-0.001270-0.000407-0.001690-0.002871 274 0.0001-0001708-0.001461-0.001072-0.000724-0.000401-0.000456-0.0:00590 2 0o.00297 28

• -0.000011-0(001004-_0.001065-0.00041-.0006.60.0.00260 0.000002 0.000079 0.000461 29 0.000222 0.000~176-0.0.0050-0.000264-0.000224-0.000215 10.001050 0.000002 0.000625 0.000402 0.000204 0.000206 20 0.000010 0.000203 0.012721 0.0010962 .10.0004 21 0.0064 0.0010264 00120301.00.:11023 :0.000552 0.0190 322 0.072I .000250 000110 001674060101 0.0020500O0002072 0.002622 233 0.001104 0.014061:0..00125100032.001470 0.002041 0.002404 0.00205.5 24 002646 0.02472 0.00220 0001066 0.00160 0.001974 0.002266 0.002201 20 0.00012 0.00322200.002209 0.002004 0.002695 0.002417 0.0022900 36 0.902707 0.002120 0.002031 0.:0027799.00280060.002022 0.0033220 0.002060 2 0.004670 0.002005 0.002112 0.0024020.002962 0:.0044:10.-00477710.0014046 0.004727 0.0051069 0.005103 20 00457 0.00606120.:0020770.0039510.0426 07270042 .04500 0.004906 a.000293 2 0.0055720050 0.5060.0 40 0.0059010 0006280 0.00064210.006200 0.0'0010 0.055 0.05493 0.005517 00.006141 41 0.005764 0.00621-70.071 :_0.091 0.007040.00400 0.006525 42 0.005027 0.00403 00042 0.00014 0.007227 0.007292 0.00700 0.005070 0.007777 42 0.0o6677 0.000220 0.005914 0.01050670.006120 0.00662 01.007246 4 0..007404 0.00728 .0817 0.000001 110.00122 0.007041 0.007677 0.001767 4 6.000570.07500620 .00000002157 0.40004900065.00696.4 0.000772 0.00001355 66 0.004060 0.004912S 0.000162 0.005477 0.05702 0.060 47 0.005336 0.000246 .020 .0700.000201 0.00060:5 0.007000.007000 00266 40 0.006700 0.006227 0.05522 0.006700 0.004117 0.002722 0.00300610. 4 0.00400 6.:00250010.0095 0.002600 0.002731 01.02500.002077 0.004216 50 004701 004740.0010 0.00531 0.005345 0.005264 0.005154 0.004062 0.001662 51 0.004700 0.004200 0.002063 0.002462 0.002900 0.002204 0.0019123 0.002750 0.004077 0.10041262 52 0.001604 0.00101240.002220 0.0275010.002207 52 004276 0.004222 0.004121 9.0056 0.80020 0.002500 0.002240 0.0020170

.0215 4 0.0024860.0106 0.0206,1 .10.0021700.0020110.0020000.00520 0.00424002901 002294 0.002149 0.002251 0.002705 05 0.004 .0007 0.004551 06 0.002412 0.004203 0.004011 0.005522 0.005467 0.000210 0.006070 011 0.00260 0.004132 0.002744 0.003279 0.0020I312 .0030440.002242 0.002225 0.009600 5 0.021004452 0.00600 06.007001 0.0977 0.00120.010425 0.004506 0.006720 0.00 5620 0.0071047 0.000.1022 591 0.000312 0.006701 0.005226 6 0.000225 0.009022 0.009902 0000517 0.000677 9.007775 0.0072460.001205 0017 .264009026074 .000 6 0.009517 0.0101 0.1162 0.012214 02 0.005602 0.0064000.00019 0.20405 .15120.1272I0.1260 0200060000.05223.0600 4 0.10220.0750.01000.03050.02 0.000710008 0.1201 6 0.062007190.007090 .071 0.007569 0.006

.160 0.00120.167 .06700042 0.0117 6 0.0175029.134 0.0060 0.016012-0.0001-0.0066-0.0006 .06700152 4

.07310 0111 0.012756 0.01222 67 0.001047 0.00720540.004607 0.00714 0 0.010224 0.001003 0.00209340.00036680.020197001..702070.00204132-0.000099 0.002792 69

_0.000720.020 0030 0.0044200.006I179 0049600622 000000 7 0.0222 .0227 . 000577-0.D0007540.00212-0004700.00 71

-0.60104720.00.00284:.00411:1-0.007054-. 0029150-0.032210.00276740.000222 .024 7

-0.02022490.020.00.1001021 0.0060 0:.046 0I 0110062 73 0.0207-0.0250- .0702-0011130.0014217-0.015602-0.0105062-0.014509 1414210.01090-0.014466-0 ..031274 74

-6.0102772-0.002302-0.012661020151.004 70

-0.00980-.067-00074-.002.00001120.007045-0.000001-0.002450 7

-0400626-.0050000-.179004 -0.01370172001014 .0005 77 I

004502-0.070-.200032150070-.2551-0.032700-0 70

-000126-0.02101-0.001059-0.0026002-0.00460150.0061750-0 .12075-.026472 70

-0.0120146-0:..020494-0.002771-0.0212063-0.0272027-0.02962720.021:092-00.02241540 1 36_060 240207 .0126202-0.023020-0.034210-00321022700205 10.3 01-:010300-.001602-0.01620 03

-00221-.262-0.044-.242000 0.202 8

-0.0096290.0-0.00625-0.093-.1120:-:0.014150-0.01926-00270- 86

-0.600046-0.03010S-0.0150-0004-.2029.2050.02260520.02126124 87

-0.020452-0.020502-0.020091-0 .02120-0.20095-0.020510-0.018501-0.018479 00

-0.016154-0 301207-0.009901-0.010090-0.0001206-0.001207-0.009400-0.0104019 09

-0.03120-0:.01522-0.00147411-0.0207270-0.041902-0.0201029-0.019475-0.024774 770.00067-0.004400-0.006432-0.030912-0.009781 00

-0.0017672-0.0205400-0.00223 91

-0.011200 0.012039 -0.01420640.0141110.0103311 0.012:12970.000500-0.000264 4

-0.001212470.001240-0.0009351-0.03020720.003420 0.001000 0 .02022450.0040222 0.01059 92

-0.00470110.004029:0.002654 0.00206330.000000 -0.010010 0.012064 04

-0:.0101010.017075 0.102 ..012230,701005010.005455 0.00140200.020473 07 0.0643 0.022041001474620.02140000.01286150.018177-0.01277670.022602 0.010052 90

-0.027512 0.03111000.032309-0.030046 0.027125 0.02417210.015977 20.02006710.000120 0.0-011210.:01020114 II91 0.02060570.00480220.20046010.00213 0 .028574 10 0.011232_0.012560_0.0106 2 0.017210 0.020047 0.024070 0.020024 0

0.0 234 :070.06001 320.022029-0.010124-0.:40322700.000241030.000066-0.001460 102 04.0000 0.01870500.015001 0.010421 0.0240a0.021139 0.001840 0.0012003 10 0.026002717-0.015100.002722-0.002729- 0.001147 0.00015190.0022054

.0022408516-0005455-006402-0.004692 104 0063 0.0042061 0.002250.00000 0.010212 0.000560 0.004920-0.000026 100

-0.001220 0.002000 0.006801 0.009570 Page 13 of 31

GEO.HBIP.02.07Rev. I Attachment E excerpt from PD1A.Q40 QUAIHU A CO"Pur7 PROGAXMFOM EVAWATING THE SEISmIC RESPONSE OF SOIL STRUCTURES U.C.Davis. 1993 by Martin Eyrd Hud oon I .n..Irias Hohen .nd Bik.*

MODIFTED-RO QUADO. 10973 by I..Xrio.

J. Lys-r.

.~~~~I .un a nd

-. II~~.Bolton Smd P0D1A HWNDOLDSUY. L."5. SITE 4. PG4E. 06/2003 HORIZONTAL ACCfl.IATION IhPU? FILE:

PDIA.011 WmT FIRST~ Lin8,

,m2 . 1.4653 Section A-A. HBPR. 08/2002 NO. OF ELEMD(SS . 1650 17C3 3 No. or NODAL POINSS DECXEES OF FaEo . 2538 HALF-BOSANIDTH 44 CONTROLLIN ELDES .- 337 NO. or FIXED zoi CONDS . 126 NO. Or ITEATIONS *O TOTAL EQ. POINTS READ IXGHAXX) 12000 LAST EQ. PSS. USED tNEQ S0OXGE) 1 12000 130. EQ. PS USE INIEQ TO N0 aEQ) 1 12000 TINE INTERVAL of MECORS 0.0050 SECONDS STRAIN CONVEXSIC4 FACTOR 0.500 DAMPING RATIO REDUCTIOrFATOR 1.000 PRD4IN"AwS INnU MOTION PIUOD . 0.X000 SECONDS EQ. MULl. FACTOR ORZ. CoC.) I.0000 MAAhxmm ACCEL. USED 4Q1. CcO.)* 1.4693 0 STRESS HISTORIES REQUESrED.

6 ACCEL HISSORICS REQUESTED.

2 SEIS COEFF HISTORIES REQUESTED OU620 FILES ARE AS FOLLOWS, NODE 22 X DIR IN rFiL PDIA00.04A NOOI 34 X DIR IN FILE: PD3A01.04A NGDE 45. X DIR IN FIE: PDlA02.04A NODE 275. 1 DIR IN FILE: PDlA01.04A NODE 715. X DIR IN FILE. PDIA04.Q4A NODE 1305. X DIR IN FILE: PD1A05.04A SURFACE . 1 DDIR 13 TILE, PD90109.SC SURFACE 2. X DIR IN FILE: PDIA01.QSC 003. DATA TA)XI FROMFILE. hbsoiln.dat MJIAIEII tYRE NO3. 1 MODULUS: 01 modul.u for Clay ?I 15 IVuenti nd Dobry 1911)

DA0pDK:: d.30+/- tqor Clay PI 10 (Vuomio & Dobry 1991)

ETRAIN G/C STRAIN DAMPINO 0.0001 1.000 0.0002 1.70 0.0003 1.000 0.0003 1.70 0.0010 1.000 0.0010 1.70 0.0022 0.360 0.00.2 2.8*0 0.0100 0.020 0.0100 4.0 0.0321 0.640 0.0318 7.80 0.2000 0.400 0.1000 11.70 0.3160 0.210 0.3160 16.30 1.0000 0.090 1.0000 20.20 3.1600 0.040 2.1600 23.00 10.0000 0.020 10.0000 23.00 llin *kippadl ITERATION NO. 10 DAMPING SET AT THE FOLLOING TWO xEQuDcIES T362 FIRST NATURALFREQUDC: CIC r 17.520: PERIOD. 0.355 SEC 3 TIMES THE MATURALFREQ.: CIRC FREi. 52.559; PESIOD. 0.120 SEc

0. sEQ TIME REQUIRED FOR FORMATIONAND tRIACULIZATION OF MATRICES .

ZMoOIS trNG: KSF or SI: )fN1-2) AND DAMPING 0-USED 0-NEW DIF-a DAMP-USED 0amp1-NW DI-DAMw 1 010.S 010.7 0.0 0.04411 0.04651 0.0 2 1000. 1001.0 0.0 0.10110 0.10108 0.0 3 10892.3 10697.0 0.0 0.03147 0.00141 0.1 4 9407.0 0412. -0.1 0.06137 0.0686 0.1 S 2512.4 2516.9 -0.2 0.11102 0 11000 0.2 Page 14 of 31

GEO.HBIP.02.07Rev. I Attachment E 6 2431.6 2636.1 -0.2 0.11836 0.1e117 7 2705.0 2709.2 -0.2 0.1251S 0.121501 0.2

• 2142.0 2746.0 -0.1 a.13160 0.13147 9 2754.4 2756.5 -0.1 0.1375S 0.13750 10 2753.0 2753.2 0.0 0.14294 0.12914 0.1 11 797.1 797.5 0.0 0.06017 0.04013 12 1504.7 1001.2 0.0 0.50551 0.10547 13 50332.9 10239-. _o.5 0.05621 0.05622 0.0 14 9315.5 6322.2 -0.1 0.049S9 0.04990 0.0 0.2 15 2524.6 252S.1 -0.2 0.11043 0.11022 0.2 0.2 16 2639.9 2644.4 -0.2 0.11000 0.11731 2713.4 -0.2 0.12502 0.12405 0.1 17 2)09.1 14 2742.4 2746.0 -0.1 0.12160 0.13147 27.17 2752.0 -0.1 0.1377I 0.12374 0.1 19 20 2743.0 2742.9 0.0 0.14324 0.14324 0.0 FlirAs kiLAEAdE

• E.U NDL ACCELERATION VALUES 197 0 pOOr XORD YlRD X-Acc AT TIME Y-ACC A? TIME 1 -275.0 2.0 1.3490 24.3050 0.0000 0 .0000 2 -715.0 -2.0 1.2165 24.3050 0.0000 O 0000 3 -275.0 -4.0 1.2060 23.4000 0 .0000 0 .0000 4 -275.0 -11.0 1.3003 23.4000 0 .0000 5 -275.0 -16.0 1.3000 23.0900 0 .0000 S -275.0 -21.0 1.359, 23.5o00 O .0000 0.01000 O0.0000 7 -275.0 -24.0 1.3305 23.5350 0.0000 O0.0000 0.00000 0.0000 0.0000 6 -275.0 -31.0 1.3266 23.5000 0 -275.0 -36.0 1.3151 23.0750 0.0000 0.0000 O.0000 0.0000 10 -275.0 -41.0 1.3095 23.5700 0.0000 0.0000 12 -275.0 -46.0 1.3140 23.5650

-260.0 2.0 .2.3457 24.3050 0.0354 23.7050 12 2-2. 3.3154 24.30150 0 .0269 21.7010 13 -260.00 14 -230.0 -6.0 1.3042 23.6000 0.0244 23.7100 IS -240.0 -11.0 1.3004 23.4000 0.0236 23.7100

-34.0 1.3073 23.5950 0 .0205 23.7100 14 -240.0

-21.0 1.3197 23.5900 0 .0109 20.2100 17 -230.0

-26.0 1.3313 23.58350 0 .01J5 20.2100 is -240.0 10 -260.0 -31.0 1.3202 23.5000 0 .0000 20.2100

-260.0 -34.0 1.3149 23.5750 0 .0062 20.2150 20

[inin. klppidJ PAX ZUflCrS STRESSES ISM: 10? or SI: N/M-21 AND STRADSS SIC-X SIG-Y SIC-XYl 1S-1Ax AT TI)E XLI 102.7 4.9 339 . o0.042 24.305

23. 20 2 122.7 13.0 994.4 O. I~ 23 425 3 1354.0 13.5 2011.9 O0.019 190.4 3201.5 0.035 23.615 309. 43.7 4317.4o 0.172 23 .10 10 341.9 51 .' 5144.4 0.100 23. 610 41.2 0.222 23 .05 354.6 361.3 67.2 4440 .7 0 .24 9 23.600 356.1 70.3 0.27 6 23.515 S 344.7 72.0 0404 .0E 0.307 23.000 303 .7 14.1 236.9 .044 24.205 0 .100 2-3D12 372.7 31.7 901.3 3960.0 35.0 1070 .5 0.023 3587 . 13.2 3245.7 0.037 23 .10 14 23. 10 950 .6 1.0 .1 4203. 3 0.17 0 is 1030.9 151. 6 5136.4 0.105 23.210 17 1004.0 176. 1 5900.1 0.221 23 *O I: 1100.2 192. 5 0030 .3 0.249 23.6*00 101.4 202.0 7659.4 0. 27 23 593 19 23. 40 20 1044.3 208.7 0'44.0 0.309 (lin.. *kip1d)

I SAX &"IN 0 EI5#2C COTICZIEs SUiFACE VEIhS(ILS Dr N) X-DIRECSION NECATIVE POSSTIVE 1 00040.6250 -0.0329 1.2056 2 1551090.0750 -0.9403 1.1962 ITRATfION CYCLE tD. 10 AVE OVERALLDAMP - 0.122 TIME 6ZQUZW FM 12000 STEPS. 222. SEC Page 15 of 31

GEO.HB IP.02.07 Rev.!1 Attachment E excerpt from PDlAOO.QSC

?01A- MMP0IL0T SAY. IS75!. S5211 4. PG&E. 0012003 0i.CC..40ici.0- ~.. isr

.0000 .000000 0.C000000 0.0000"00 0.00000 0.000003 0.000007 0.C00001 C

0.002 0.0003 0.0000011 0.000041.0 0.-00I040000044; 0.000042I0.0059 0.000061 0.ooo006 0.00.0000.000.000 I0.00.0 I.00010.a 0.00013:0.0 11 0.0170000 .00.000.00 04 000l111 0.000121 D.000021 0.000137 0.010.013 .003 .0 012 0.01 0 .00012 .0100003 0.00390.00430.0130 0.000134I002 0002 I10.000100 0.:100030 0.0105 0.000103 0.0001*12 0.000020 .001 0.010 .00000000 0004 0.000004 00000130 0.0000 .00000000070002 9 0003 0.00030 .0000 -00000110 0000.000 a.0004000 00032 -00014 00Ila -.001004

-0a 00 -.002-0000 000001 -000010 -0.00017 00010-0000

-00043-0.0040 -0.000010 -0.00050I a000 00044-.040 000

-0.00100-0.00054-0.0000-0.0093 -0.000001 -0.001017 -.001013"O: -0.0011340,

-00024 -0.00127 -0.00133 0-0.0010 001CO-.003-.010 0010

-0.001740 -. 001020 -0.001017 -0.0020022 -0.0020902 -0.001073 -0.000327 -0.002004

-0 .002442 -0.000223 -0.002437 -0.002730 -0.0002537 -0.002974 -0.003010 -0.000114

-0.003205 -0.000330 -0. 003244 -0.003041 -0030 .070-.000-.001

-. 0410 -00040

-0.0400 .0.0433 0.00440 -0.004544 -0.0004032 -0.0004721

-0.0004611 -0.004107 -0.004070 -0.000044I0.000100 -00.0010103 -0.000203 -0.000248

-0.0020 -0.000933 -0.00530 -01.0007 -0.000420 -0.000413 -0.0015434-0.0054230

-00041 -. 0000-000:0 - I000 -00034 -0002 0.0002o3 -0.001252:

-0.:0001204 -0.002473 -0.00300-0. 00003 0 -00.007 2-0.:00400-00402-.040

-0 .00417: -0.004050 -- 0.003900 -0.00200 0-003I 4-0.0722a-0.002272 -0.002343

-0. 002400-0.002317 -0.002107 -0.002720 -0.030 0.000-.00299070" -. 00200

-00070 0273 -.0.0310-00003 -. 02437 -.0.0039-0.033 *0.023

-0.0032135 -0.003002 -0.0031001 -0.001072 -0.00173 -. 0116-.000 0.00 910

-0. DO IS -. 0.0010 -0.00134 -0.004323 _4.001107 -0.010021 -0.00002 --0.000000

-00004 0073 -. 0.0004-00003 -. 00004-0.0 a7 0O.,00023 -0.000145

-0.004 -. 010 -000120 -0.00002 -0.000 0.0000 0.000134 0.000303 0.003270 .0003427 _0.00.40 0. 3011 -0.00511 -0.000430 00007 .002

-0.000702 -0.000770 -0.0005374 0.000300 -0.0000342 0.000327_0.001011 :0.0014

-0.0012077 0.0011141 0.0001157 0.0120 S*0 0.0041723 0.0019 0.001262 0.00127

-0.004744 -0.004103 0.001000. 0.001I40.003.010 0.001504312 0041 .0010.7 0.01271 -0.0017005 0.0031707 0.0019010 0.0010030.000 -0.001041 0.:001043

-0:.0024S10.00200 0..002043 -0.003229 -0.0023150 _0.002240 G 0. 002274 -0.002320

-0.002701 0.0027030 0.002611 -0.002534 -0.002070 -0.002314 0.0023122 0.0023I0

-0.002307 -0.002017 -0.005401 -0.001070 -0.00317: 00.0017120 0.0070011 0.0 03003IS 0a.003001 0.040.00 .0040023 0.0041231 0.004127 0.004270 -0.0030 A .00403

-0.000402 -0.004412 0.004000 :0.007000.11 0-0403.140.004003 -0.004039 -0.000024

-0.000107 -0.000107 -0.00124 0.0O 400.0031 0.000473 0.0000230 0.0002001 0.000000.000410.0 S440.000734 a.000700 a0.0002 .002000

0. 010000 0.000303 0.001000002 .0000I.001129 0.00407 :0.0007 0.000120 .00174 -0.00021 0l.10002001 0:.004137 0.00030 00043 .000 0.0014077 0.001100 0.000215 .0540 .00C40 30.000340 0.000310 0.00022 0.0001071 0.001 14*0.000012 0040.00 00474 0..004412 0.004400 4.0424 0.004371 .0.00471 0.0034 0.00142 0.003702 0.001000 0.003134 0.00344 0.003304 0.003201 .00.00 0031 0 .002112 .0032100U 0..00331 0.0032 0.0002021 0.010273 :0.00307 0.0203 0.0240 I0.0101 0.00200 .030 0.020 00200 0.022 .023 .0.3,:0 0.0020 I .0240 .047 0.0010020040.03040.01 7 0.00 00 0.00200315 0.002400 0.003241 0.00214S 0.002007 0.003002 0.00309 I .07 0.0004 0.00 123 0.002370 0.002074 0.002306 0.0021 03.002000~ 0.0020 , .0I 0 .000 .0:O .020 0.0327.0020 00024100030 0.003 0.0042419 0.00220504.004301 0.004330 0.003023 0.00370 0.00.00 0.00 0.00 0.0422 0004043 0.0I0432 0.0040 0.007140 0.007201 0.007040 0.0000 I0 .00127 .00100 0.0. 0 00.0015590 0.0053420 0.000480 0.005736 0.005715 0.000210 0.0000043 0.000002, 0.005004 0.0007003 0.008300 0.005304 0.005146 0.00000 0.007040 0.006740 0.0070020.0 742 0.00730 0.007220 0.00715 0.007260 0.007420 0.007401 0.0703 00001 0.006730 0.00767 0.006704 0-..001:40 0.00071002 0:..004040 0.006404 0:1.0:0021 0.00000 0.00000 0.006011 I.004 0.0447.023

.041 0.040.0 .002700 II 0:.002700 0.001400 0.0053002 .00S30 :0.002013 0.030000300 0.002747 0.00300 0.033 0.0323 0.002000 0.002 0.00S170 0.0051104 .012720010 .0710 .00040 0.000 -00020

-0.000420 -I0.000741 -0.0010240 -0.003120 -0.001002 -0.0016020 -0.00200 -310.003420

-0.003200 -0.0020014-. 003200 -0.0331 -. 0247 0.0023010-.0230 -0.003224

-0027 0.0032027 -0030.003 .0030:I 0 .002070l -0.0 1 -0.00444-0. 02.

-. 010.00 .00131 -00002 074 -0.30714

30. -00020 -0000 0.002004

-0.00 2020 -0.002,014 -0.000207 -0.002632 -. 00400030.00.0002146 0.000180

-0.000 0002 21 -0.003417 .00040 " -00001 -0.047 -0A.01001 -0.007242

-0.01007 -0.0122 C -0 .01026104-.0102:O, 70 -0.0102530 20.0401 0.010020 -0.010210

-0.010214 401030250 0.002512 -0.01022 -70.010703-0.0103527 -0.014530 -0.0143073

-0.0127030 0.02130 -0.0120O3 -0.002210a I.170-.143 0014 0010

-0011 00100.0 .012007-.01300-.,0,23321 - 01401 .. -0.024030.0000

-0.04421-0.0 72 -0.0100261 -00010.00 .01371 -0.020201-.3 100 -0.032014

-0.003300 -00320.0 .0230 -0004 0.I302-.233-0004 0070

-0070 0.027707 -0.0237032 -0.020302 -0.02773 -0.027532 -0.02727 -0.02470

-0.02449142-.0 10 0.00204 -0.002440 -0.a02371 0.00374 -0.02100 -0.020701

-0.040120 -0.014700 -0.014404 -0.01031: -00.0144010 -0.0147 -0:I I.110710 -0.01400

-0.040705 -0.010062 -0.0114-.117.0040 -. 11 -. 042I001007

-0.1304 0.1321 0.1300 0.0202 0.0201 -. 024 1 -0.4102 -0.14041

-0.018207 -0.018347 -0.01200:I. -0.0170 1,. -0.01731 -. 1342 -0.40240 -0.01204

-0.2133-00100 -0.011 I 0.00023 I0.022 -. 0012-.010 0.0 04740

-0: 1.00344 121 -0.0010-.004 .00.0.00101 0.02044 .007 :0.0470 0.0I 0 0003 0 000730 0.007224 0.0000340 0.0042102 0.007321 0.007304 0.007502 0.0070031 0.007013 0.0004640 0.000000 0.004033 0.0001S2 0. 010270 0.020004 0.010120 0.00002300.07200 0.01705211 0.0104374 0.100454 0.0304233 0.1740.1A 7 0.020070. 0.0201507 .03020 0.004127 0.030072 0.030403 0.2314 I01010010 0.021330250 0.224 0.02700010 .020320 0.104 .020 0.0002 0.0700 0.0000 0.0302144 0.002107 0.0018032 0.004.002 0.004002 0.013702 0.001307 0.023347"l 01.1004324 0..,012009:0.002342

-0.011404 -0.002421, 0.012605 -0.0031.04 05.020427 -0.010421 -0.012302 0.01210 Pacge 16 of 31

GEO.HBIP.02AY7 Rev. 1 Attachment E excerpt from PD3A.Q41 PolAt UIULDT RAY. 13S71. SITE 4. PG&E. 06/2003 UNITS It 4cr Ewlish. S for SI)t

- hll ttRM tOCVP RWrVS ROCONNO t5..n.0 nO)R DRO 1 0.45 4305. 5500. 130.

.. 3I15)

HELM SlOPT MSLP 1659 1760 2 NUM(B XV Kl . IS415) *-

I20(5 XCEO NltO N02tO t45t 1120002000 1 112000 10 1 t UIUKXI uOX2f MM0 HDRYNPLX IPLY PRINPU Ib5F50.o.4I5.FO.0)

DTED COMULI ZEMUL2 1.0 2 0 a 0 0.60 0.005 1.0 for DEE FORMAT) tAt ...

EARTH7OUAKE DIPUT FILE MAMEl5) &00)57S) t D3A. 011

'379.4) t1311 sour ACUSTROUT 0 1 1 AND SUFFIX: .A)*

ACCELUPATICO OUTPt FORMAT IM or CPI FILE PREFIX.

FJLTIILE PD3A 4.A "A)

SEISMIC COEFF 071UT0 FORMATCM OR C). FILE PREFIX. AIlD SUFFIX:

MULTIPLE P02A CSC NSEC O SEC .. (215 60 324 101 112 124 125 137 150 163 144 177 100 203 214 217 220 100 283 2 314 2I2 340 364 32$ 400 407 427 447 467 243 256 260 -1*

526 64 5045 5SS 458 504 404 424 2f3 644 663 $62 487 484 $00 721 720 740 740 759 770 778 758 707 704 014 015 42 702 701 112 113 114 123 124 120 126 135 136 137 139 147 91 101 102 150 151 159 540 161 142 162 171 172 173 174 175 103 148 140 211 16 107 195 16% 191 190 199 200 201 104 209 210 10 105 223 224 231 232 233 234 235 236 243 244 212 210 220 221 222 248 240 254 257 251 259 240 241 242 243 270 271 245 244 247 274 275 274 277 270 280 246 287 248 249 290 201 292 272 273 301 202 303 304 305 306 307 308 309 320 311 231 319 2123 294 323 324 225 322 327 228 329 232 337 338 339 340 320 221 322 355 304 357 208 250 360 361 341 342 343 344 245 246 347 348 342 32 234 345 364 27 374 270 378 277 370 379 30 3201 32 305 327 390 290 400 401 402 403 404 202 2I0 335 2023 20 320 412 414 415 414 417 414 410 420 421 422 423 431 432 433 412 437 430 423 440 441 442 400 451 452 452 404 455 424 45 42 457 400 400 460 464 470 471 472 473 474 475 474 477 478 404 470 488 430 490 405 402 403 454 49 454 497 410 507 5I0 109 012 513 514 015 51 520 027 521 520 030 S31 022 033 510 51l 545 544 047 048 S45 550 501 512 523 504S 5 564 547 534 035 A83 S04 S50 534 507 S3a 580 590 402 682 508 045 570 371 072 409 425 422 422 424 40 426 27 640 441 604 405 404 407 408 450 640 441 642 643 404 676 679 400 401 642 442 444 440 444 697 408 490 700 701 714 717 720 719 735 734 727 754 482 HOW ... (21539 02 515 lIOSEG 504 097 417 413 434 458 450 670 609 700 720 740 741 575 07S 711 741 782 002 822 842 43 846232 903 004 024 944 344 90S 85 18005 1025 1024 1044 104 1006 1104 1107 1127 1547 1167 1267 1207 1227 1241 1248 1264 128012300 122S 1340 1368 123 1407 1425 1442 1458 1474 1439 1504 2515 1534 1540 1548 1563 1574 1552 1405 141314231 1644 144 1454 1464 144 2431 1494 1493 1706 1705 1710 1717 ELSEG 583 504 505 402 403 604 $21 422 422 424 640 441 545 1$4 043 640 441 462 443 474 0 081 682 639 407 693 490 2 44 450 714 717 718 710 720 721 725 734 737 738 729 740 700 701 702 757 758 705 740 773 774 775 774 177 773 770 741 754 751 73S 796 797 79 790 411 12 B12 814 810 34 017 792 793 704 790 33 637 640 850 51. 852 523 034 818 430 $31 032 833 234 615 a45 470 1 872 173 674 475 874 687 038 08

• 550 5 357 568 90 91 392 892 694 35 906 007 301 009 010 911 22 93 014 010 021 026 037 020 029 015 011 022 031 014 044 445 046 047 4 850 51 002 002 042 0 940 044 367 68 949 070 071 946 372 973 962 082 034 00 004 087 IRS 039 10 001 092 1001 1002 1007 1003 1005 1010 1011 1020 1021 1022 1023 1824 1020 1003 100 1005 100 102:9 1030 5039 1040 1041 5042 5043 1044 1040 1044 1047 1043 1024182 1024 1060 1061 1042 1043 1044 1065 1066 1067 1048 1049 1077 5049 1050 1004 1050 1031 203B 5063 1084 1035 0086 1087 1030 1006 1097 1091 109 1073 10 1080 1219 1120 1121 1100 1101 1102 1103 1104 1105 1106 1107 2115 1124 1117 1118 1125 1126 1134 1135 1124 112 13238 1130 1140 1141 1142 2143 1122 1123 1124 115 1155 1s0 1157 1156 1150 1560 8111 1142 1243 1144 1172 1244 1143 1152 1174 1177 1176 1170 1100 113l 1182 113 1134 1101 1102 1593 1173 1174 1175 1297 1198 1190 1200 1201 1202 1203 1210 1211 1212 1213 1214 1194 1195 1194 1218 1219 1220 1221 1222 1229 2230 1231 12232 1233 1234 1235 1215 1214 1217 1239 1240 1241 1240 524 1250 1251 1252 1252 1254 1255 1256 5232 2237 1232 1240 1247 1263 1249 0270 1271 1272 1272 1274 1275 1276 1277 1257 1256 1250 1290 1287 1283 1280 1200 121 2120 12293 1204 12 1296 1297 1278 1279 1284 1208 1300 1310 1311 1312 1313 1314 1315 131 12317 1324 1325 1305 1306 12307 1232 1331 133 133223 133 1242 1343 1344 1345 134 52241327 123: 1320 1350 1352 1352 1350 1360 1341 1262 1242 134 1240 134 5367 1347 1234 1240 1377 1327 1375 5320 1381 1382 1328 1320 1201 1292 1302 124 2368 1375 12376 1420 1421 1395 5.396 1297 1206 1405 1404 1407 1401 1409 1410 1411 1412 1410 1424 1424 1432 1424 1425 1434 1437 143 1439 1440 1447 1443 1422 1423 1424 1474 1432 14253 1454 1461 5442 1463 1464 1460 1454 5467 1475 1440 2450 1451 1504 1505 1480 1431 1493 1490 0491 1462 1403 1404 1405 2503 1477 2478 1479 1516 1517 1511 1510 1520 1521 1529 1530 1531 1532 1140 1541 1050 1507 1508 1577 1578 1588 1342 1543 1544 1552 1553 1554 1555 1564 15l5 1568 1067 3570 1089 1090 1800 1401 3612 90 LSTR 1 ... "6.SF1o.0.I5' III 0P1 W2 133 014 TYPE VW POG 52 2 130.80 .47 1270.1 2016.70 .50000 1 1 2 13 2 14 13 2 130.00 .47 2201.42 2761.14 .10000 2 3 15 14 2 130.00 .47 13625.78 10900.62 .10000 2 2 4 fence PO1 A.Q411 Page 17 of 31

GEO.H.BIP.02.07 Rev. I Attachment E excerpt from PD3A.011 mu.1.2834 S.Ctio- A-A. IM0P. 00/2003 ACCE.LEATION VALUES AT WTrCR0PPING LAYER 11 - rSTOS P.d. 001.PI 2. O.,00 0157-0.000473-0.000610-0.000537-0.000361 0.00..10 0.002

-. . 0.1000015; 1 0..0004660.000200-0.00060-0-.00047a-0.000624-0.0052-0..00024 0.000103 2 a.0400.051000 0002 0.00205-0-0001674-.0:00040311-0O.00.04127-0.1000 1:4 3

-4:.000264, .0.00.0510 0.1000425, ,0.0000 0 .007 0.00007 0.00~-.00 II2

-0.000026_0.000542-0.000240 0.000112 0.000431 0.000127170.000493 0.000211 1

-0.000160-0.000470-0.000424-0.000530-0.0002S4 0.000120 0.00014400.000006 0 0.000500 0.000231-0.000116,--10.00076.0.0020:-0.000122-0. 0002I0 0.0001 I 0.000449 0.00094 0.0005070.00022-00.00054-0.00041-0:.00410-01:..0053

-0.000245 0.00012310.000453 0.000507 0.000100 0.000220-0.0050-0.004402 0

-0005.. 0012 0-0.002 0.000120 0.000446 0.01000 0.00040000 0

-0.000174-0.000100-0.044-.00017:..0.000208 0.000 10 0.002 5:.,000075 11 0.000402 0.000 1014.000190-0.0001140.000017.0.000144-0.0002IS 0.00011I 12 0.000444 0.000592 _0.0001'61.00022-0.000:01-11:0.0004564-0.0001.84-0.000403 12

-0.000109 0.000223 .000501 0.000100000 0.004320.000114-0.000162 14

-0.0002SO0-0000001 0.00027 0.000722 .0160014 0.00132 0.00124 1 0000020 0.000104 0.000546 0.000739 0.00112 .0400024 .020 5 0.002276 0.002066 0.001742 0.001510004 44 0.001060 0.001963 0.002409 17 0.002702 0.002960 0.002089 0.002605 0.002223 0.001091 0.001736 0.001013 is 0.002003a0.024234 0.002717 0.00280080.00264 0.,002295 0.001840 0:.0.014 46 10 0.0012720.01224 0.001012 0.001932 0.002222 0.002322 0.00281100011 2 0.00 1401 0.001203 0.000047 0.000807 0.00021720.0010221 0.001306 0.010 21 0.001740 :0.0012021 0.000... 0I~.000064 0.000223.000428 0.000480 0.001026 22

.0.01322 .0041I 0 016 ... :0.000002 0:.0004021 0._000067-0.000127-0.000075 23 0.000184 0.000253 4.000I16 0000 .0754 0.00030-0.00000-0.000440. 24

'-0.000 22-0.000571-0.0003 0.000034 0.000322 0.00,424 0.00201-.000097 21

-0. 000:42-0.000920-0.00012014-00.001000.0.000770-0.000415-0.000129-0.000041 20

-0.060207-0.000483-0 .0007600011.001 01-.00 ..... 0 .002102-0.0024 20

g. ...00171-000111.O.0123..0.011 0:0.01202-0.001400-0..00309-0.0022476 20

-0 000254-0.002031.0.00.7062.0.0007 III 2.002020020.0.006 2 O:.0020I00.00124200.001204-4.0011240.0.00124l2-0.003220-0.0020900 .00242) 22 0l.00226.0.02152 .002341-0.002102.0. 016037.0.00262-60.002275-:002272s 22

-0.002542:0.0029501-0.00230730.0021007-0.002723-0..0023z0-0 .001-0 .002241 I4

-0:.002302-0,002431-.0.02.07.-.00326200.0023426-0.0032197 .00. 229~ .00163 32

-0.02000-0.002153-0.002210-0.002552-0..00261-011.002217-0.002002- 0.00201 33

-0. 002210_0.0025611_0.00237-40.002127-.0.00342210 .02S204-0.002013-0.1002413 27

-0. 003382-0.003071-0.002300-l-O.20024210.0232:00..0 .00307-0.00.2124-0.002560 30

-0.0O0,2496-0.010324.0. 050001 01 3226.o0040..0. 0115.0022203:..0.00l252 20

-0.002218-0.00261200.0030468.0010230.73 0..

3 0 036694. 0022-00010 40

-0.002101-0.001072-0.002107-0. 002420..0.001204-.0.003076-0 .000714 -.0002800 41

-0.00024:0:0.001243-0.001530-0.002136-: 0o01472-0.oO01oo5 .001422-0.001070 4

-0.00042520 0 2004002 0025 0000.00 .000a.o.0167. .0202-.07 4

-0.00250.0022 0.0002 :600050420.,020014-0.000470-0.00.170-0.00170 44 10.33:00-0.000106430,.0001:6040.000122..0.3000 07.0.000143-..000411:,.O00000 45

_0..o002120 -0 133-0.001 39-0.01 _.0.001147.0 .000074-0.040067 0.00' 4 4

_.00.000 .00O0010-0 0042 .0005230.000123.o.00202570.00100700.000520 47 0..000252 0:.0.002 0.0004 2' 0.000504 0.0001.21-0.000412-0.000123$ 4.000174 40 0.00:071030 .00164-20.00210410.0012270 00022O7407 0.00200051:0.000016704.000520 403 0.001006 0.001127 0.00213710.00161 00002 0.0017? -0.0014404.0000224 0 0.000237 0.000107 -.00004315.0.000537-0:.I.0.000070.000202 0.000060 0.000400 01 0.00.000 .6010090 0,00050.00170.00270.031-0.00033 I-.0001940 0.100020 0.000720 0.0:.0100: 110.001120344.000814* 0.000002%7-0.00000-0.:0011206 0

-0014-.010.0 00210 ...

0007-.000.... .0.42110-.0400.067 0

-0.002-.0006004:.0l3.000 ,.I .00200000I007 . 0.01004 5

.02214_0.002526_0.002,1556 0.00221 0.0-0200 10.00102 0.005100 0.12242 10~

0.002751 0.003260 0_~..0035 0.00203670.00310460.00025200.005034 0.001410 52 0.0120 .0140 ."00226 0.00212 0.0030120 0.0041100.00406240.00100 60 0.0010= 9 0054 .042 .4340062 0 000a 0910 0.0004 6 0.0030 .00I20 '

.00604 .00070 0.00000 :0.0020710.000733- 0.0125 02

-0.010270 0.0004 0.0002123 -. 0: 073-10.00206490.00421 0.00241140.002067 . 4

-0.00327310.003572 0.003500-0.0022200.000.002.:-0:021.74 0.001372 0.000070 44

_0.0004704.D00l023 0.000020-.00020-0. 00001-00010 01-0.003107-0.004110 40

-0.0020214 0.002010-0.002547-.0.0023605 .:00021470.0 007253- 0.007502-0.0022401 67

-0.00275510.0030260 003741 0.003536.00063. 00720-90.000004-0.004170 so

-0.0013771-0.00102: 0.0004221 0.11001230 00.0001207 .0 .0115-0.00042-30.001004 69

-0022-.0700030.00503440904370.010.005204034-0..0700 7

-0.000026 0.00:02007402-0. 1 45 070444..0.01:24

.. 0.00040.0 .001621 71 0.001360 0.0012760 0,017 4 .000411 0.0001298 0.000 7.05 .00 5 72

-0010270 0.0001,0 0.007133 0.00712 0...015.00 00, 351 0.005107 0.0033037 7 9.00373.3 0.003622 0.01103 9 :0.03426 0:.014031 0..010713 0.01060 0.010857 70 0.007422 0.000204 0,0100037_.04208 0..05412_.0517 0g..01416-0.0053036 7

-0.012S150.016203 011.010613 0.00.31 -. 0.400ll 0.003250-0.002743-0.000127 77

-0.076102 0.140.00 050000.0.000 .07 105-0.0000213 0.00203 0-000 126_00.5770

-0.000272.-0.0001 07-00424170.00412320.00164g.0.010020.00042 0 0.01u07 70

-0.0 202:14-.0.027040-0 .0200300:00031,1:1:..0 7-0.1000..0.021364.-.0.0200040.007461 70

-0..O03141-0d02710.01704S-0.0 I .._ 3x94..0 .010 42.o.000o3 0.001921 01

-00000.00 00..034-0.0020053-.010036-o.0013711-.010020-o0.0014 , 0.02`64 62

.0011.000075-0.004102..0 0031100 002 0.0-1-0214 a0.0452000424 03

_0.010704_0.00020000010002 0007a.003 .1074 .5010 0 0.15040.1271 0.0178440.005410 0.0370 0.504 0.1180.010323 74 0.220 00100 a0.04340202

.0170500048005 0.462 6 0.4472 004330 0.0010 .024374 0.0416198 0.04812 0.044002 0.0113100 0 0.020781 0.02036 01830 .070..021-0032100 I0000211 3

-0.041244-0.046110-0.040001-0.024734-0.014120 0341401-0.0241644-.01365 700

-0.00630I 0.001203 0.00136S 0.010223t 0.010053 0.0108002 0.020741 0.001020 0 0010205 0,0120496 a0.0114 0.0 0305 0.00715260.005020-0.00216000.001265 91

-0.01570-0.014020-0.054252-0.02040-0.0-0.000.002600 0.0.:0172680.0IU0274 0

0. 003006-0.020103-0 .00202-.00-0.0 0.001-0.0 0.007441-:0.0201S-0.017130 9

_0.0114255-0:.020251106-0.02.7 -:0.037453..00261z-0.O.01012-0.050603-0.050613 :04 co 0_2S0 I 01300-.0 16.0. 30 4051 0.0I36001-0:.020002,0.02301870-0.0013.g 0

-0.011400-0.001024-0.006050-0.0061073.0. 000230.0021~.000.000532 06 0:.002102 0.0024301 0.0074M 0.0-1172 0.01702 0.27 0 0.027340407 .224 07 0.02444 0I.042 0.271000.02 .0210140.270 .146 00270 6 0.040 .1712 0.013781 0.244 0..0227 0.23064 0.02000 0.0.202 100 0.0571 SS 440. 0.4100S"522 0.020001 0.0540601 0.020741 0.050772 101 0.0572 0.5101 .0474 '.:040 0.49 I0:.047 05..024083 0.029070 0 0.042701 0.044707 0.020400 0.019522 .0400041 .0770011 0

-0 002730-0.001602 _O001432-0.000540-0.00372460020.002050 7S0.0072S1700' 104

-0.040300-0.040024] .0t00304-.002131.0.040527-0 .020224-0.001122-0.0170I12 505 Page 18 of 31

GEO.HBIP.02.07 Rev. I Attachment E excerpt from PD3A.Q40 QUAD4NU A COnPUTERPROGRAMFOR EVALUATINGTHE SEISMIC RESPONSE OF SOIL STRUCTURES U.C,0.vI.. 1993 br by ITiH Wyrd Hsd.on.

I.M.ldri...

Koh..s hnd IEik..

MODITIS IROr QUAD4. 1973 by I.M.Idri...

J. Ly.-..

R. 5065 nsd PD3A HU19BOLDT DAY. 1SF5I. SITE 4. PrAE2 06/2003 HORIZOnTAL ACCELERATIOMIDPtr FLE 9D3A.011 1T11 FIRS? LINE:

X1lAX. 1.2034 S.etion A-A. HOPP. 0012002 No. or ELDInwTS 1259 No. OF NODAL POINTS . 175X DECREES or FREED . 3538 RLF-WIDWIDTH 44 CONTROLLING IDWNT . 137 NO. OF FIXED ADMRYC0NDS0 . 128 NO. OF IERATIONS 10 TOTAL M. POINTS REaD tIXAXI . 12000 LAST SQ. PTS. USED lNIEQ 7TO E01 . 1 12000 In. So. PTS USED iN2STO 70 30Q) 112000 TIME INTERVAL OF RECORDS . 0.000 SE DS STRAIN CrnVERSION FACTOR . 0.8100 WAnPDc RATIO REDuCTIN0 FACTOR 1.o00 PREDOnINAT INPUT POTION PERIOD .000 SECNDS Qo. ,lLT. FACTOR I102. COMP.) 2:.000 MAXIMUMACCEL. USED lHDRZ. COOP.) . 1.2134 0 STRESS HISTORIES REQUESTED.

• ACCEL HISTORIES REQUESTED.

2 REIS COEFFHISTORIES REQUESTED oUnruT FILES ARE AS FOLLOws:

NODE 33. X DIR IIN FILE: PD3A00.D4A MODE 34. A DIR IN FILE: PD3A01.D A NODE 41. X DIR IN FILE: PD3A02.04A HODE 375 X DIR IN FILE: PDA03.04A NODE 715 XDIR IN PIL: 'PD3A04 .OA NODE 1391. 5 DIR IN PILE. PD3ADS.04A SURACE 1. 5 DIR IN FILE: PD3A 0.QsC SURFACE 2. X DIR IN FILE: P1D3A.oSO SOIL DATA TAKEN FROR FILE: hb..ilnv.d-t M~xATIL. TYPE NOD.1 MCKJULUS. II Odulv. fr Cl-r PI 1S (Vue.tic -d Doby 1991)

DAJOPIN. de o 0oi Cl-y P1 1S lVcslC:¢

• Dbory 19911 STRAIN C 0STRA1N DAHPDC 0.0001 1.000 0.0001 1.70 0.0003 l.000 0.0003 1.70 0.0010 1..00 0.0010 1.70 0.0032 0 940 0.0032 2.0 0.0100 0.220 0.0100 4.10

.03108 0.6400 0.031 7. 0 0.000 0. 00 0.1090 11.70 0.3140 0.230 0.3180 11.30 1.0000 0.090 1.0000 20.2:

3XHoo 0.040 3.100 23.00 1.o000 0.020 0 0.0000 23.00 ils.. *kippdi ITERATION NO. 10 DANPING SET AT THE FOLLOOINO TWO r10 RnrsCI THE FIRS? HATURALFREQUENCY CIRC rREo. 17.902: PERICD. 0.351 SEC 1 TINES THE NAMTRAL FPOEQ. CIRC REO. 17.082: PERIOD. 0.351 SEC

?TME REQUIRED FOR FORMATIONAND TRIANGULIZATION OF MATRICES . 0. SEC HCWOLI (E04: c SF orSXIs NI '21 AND DAMPING-D G-USED G. C-NEd DIF-C DAMP-USED DAMP-HEW DIF-DAMP 1 032.7 832.9 0.0 0.0o303 0.00350 0.0 2 1000.8 10.1 0.0 0.1000 0.1000 0.0 3 10908.0 10908.4 0.0 0.04859 0.04054 0.1 Page 19 of 31

GEO.HB IP.02.07 Rev. I Attachment E 4 944. 9652.0 0 0 0.04552 0.01547 0.1 5 2711.9 2715.3 -0.1 0.10247 0.10236 0.1 6 2850.4 2051.4 -0.1 0.10894 0.10081 0.1 7 2564.9 2961.2 -_0.1 0.11494 ..I1 a 305M.7 059.6 -0.1 0.12012 0.12003 0.1 9 3125.6 313.0 -0.1 0.12655 0.12446 0.5 2200.0 210.1 -0.1 0.12821 0.12018 0.1 11 022.9 023.1 0 0.06510 0.0650C7 0.

12 1055.3 101SS. 0.0 0.10042 0.10039 0.0 13 1051.0 1016.5 0.0 0.0S297 0.05292 0.1 14 95S8.0 9563.1 0.0 0.06672 0.06666 0.1 15 2722.1 2725.5 -0.1 0.10214 0.10202 0.1 I6 2854.7 2457.6 -0.1 0.10075 0.10062 0I.

17 2064.4 2967.4 -0.1 0.1144 0.11485 0.1 18 2051.4 3054I .1. -0.1 O 0.12032 0.12022 0.

19 3126.8 317.4 -0.1 0.12911 0.12483 0.1 20 3192.5 3194.8 -0. 0.12877 0.12069 0.1 Ili.. *kippdl PEAK MODALACCELEPflUTONV52006 It.)5 NODE XORD YORD X-ACO AT TIMe Y-AI AT TMc 1 -275.0 2.0 1.2096 21.7750 5.0o0o 0.0000 2 -275. -2.0 1.1975 21.7700 0.0000 0.0000 2 -275.0 -6.0 1.1740 21.7650 0.0000 0.0000 4 -275.0 -11.0 1.1702 21.7650 0.0000 0.0000 O -275.0 -11.0 1.1021 21.7150 0.000o 0.o000 4 -275.0 -21.0 1.1312 21.7600 0.0000 0.o005 7 -275.0 -24.0 1.1056 21.7500 0.000o0 0.0o0 6 -275.0 -21.0 1.0a6I 21.7450 0.0000 9.0000 8 275.0 -5i6.0 1.07 2 21.7400 0.0000 0o.000 10 -271.0 -41.0 1.0491 21.7300 0.01000 0.0009 O.009 - *_

11 -27o.0 -_4.o 1.0749 21.7250 0.0000 12 -205.9 2.0 1.209 21.7750 0.0184 21.0950

-260.0

_ -2.0 1.1972 21.7700 0.0573. 21.9350 16 -260:0 -g.o 1.1752 21.7650 0.0159 21.0290 15 -260.0 -.0 0 0.1702 21.7650 0.0243 21.400 16 -260.0 -14.0 1.3620 21.7650 0.0121 21.9400 17 -260.0 -21.0 I.1200 21.7600 0.009 21.9400 18 -260.0 -24.0 1.1051 21.7500 0.0079 21.9450 19 -240.0 -21.0 1.0954 21.7450 0.0059 21.9450 20 -260.0 -36.0 1.0721 21.7400 0.0039 21.9450 lij.. skippdl PEAK ELEMETS 0STr156 IENt PST or SI, NMa2) AND STRAI2s LM S1G-I SIC-Y SIC-XY rP0s-9x AT TIDE 1 50.4 2.9 318.0 0.038 21.790 2 109.7 7.7 038.4 0.089 21.780 3 1123.1 11.2 1864.5 8.017 21.780 4 981.1 17.7 3012.9 0.021 21.700 5 271.1 2. 3940.0 a.144 21.705 8 100.1 21.4 47205. 0.186 21.705 7 5316. 2.5 5476.8 0.105 21.785 n327.0 64.9 6203.5 0.203 21.785 9 231.3 50.5 6093.4 0.220 21.705 10 233.3 56.4 7543.1 0.2O 5 21.78S 1 236.1 318.2 3.0 0.080 21.70 12 333.4 19.0 036.4 0.089 21.7:0 13 3223.4 29.9 1839.6 0.020 21.790 14 2046.5 39.0 2951.5 0.023 21.780 15 032.0 64.6 3023.4 0.140 21.780 16 04.7 94.5 4706. 0.161 21.785 17 963.7 113.5 5469.6 0.185 21.705 1a 95. 1299.6 4205.6 0.204 21.705 19 1007.2 144.4 6908.3 0.221 21.785 20 1010.2 162.6 7510.s 0.211 21.705 tli-i'. okippoti 1 mu5 6 MDI S12912C COUCIDrs sRFACE WEIGHSTILBor Ml X-D01E2ION20 NEGATIVE PO5~fl5£

• 1 90568.6250 -1.1774 0.:278 2 1551050 .750 -1.1749 0.327 ITERATION CYCL NO. 10 AVE OVERALLDAMP

• 0.119 TIME REQUIRED FOR 12000 S0EP5

• 157. SEC Page 20 of 31

GEQ.HBIP.02.07 Rev. 1 Attachment E excerpt from PD3AOO..QSC V010. OUOBD2L RiYO 1502. 8XT0 4. lOU. 06/2003 Ssls.io Cofticist SuO~. H istory Tims LooP

• 0.000 soc~

0.0000000 .000-.001-.004-.0000 " -0.000019 -0.000030

-0:.000042". -0:.0oo00053 -0.0:0., 0040. -0.0004 .0 000059 -0,.00005 3 -0.000044 -0.000040

-0.000040 -0.000000 -0.000002 -0.000070 -0000074 -0000072 -0.000047 -0.000000&

-000_ -. 000.00 .000040 -0.000 -0.000054O -0.000 0000 000

-000000 -0.000044 -0.000027-.002O0002 0.004-0.003 0004

- a.0004 -0.000042 -0.4000037 00010 0002 000 -0000005 -0.0012.-

-. 003-.0-0.00 0.002 :00000320 -0'.0000319 -0.0000010 -0.0"00,00 I6.00.0002 0.00.0000.0003- -0.0000 0.00 -0000.0000 .001 00001 -. 005 0.0000 0.0004 .-000000 0.000 -0.000000 -0.000025o0001 0001

-0.050021 -0.000020 -0.000011 -0.000000S -0.000002 0.00000 -. 00002 -0.00 000 a0001 0002 04001-.001-.007-.000021 -0.002 0.00001

-.00001-02 -0.0000-0.0002 00-. 040 -0000045 -0.000045 -0.000040 -0..0002

-0.000020 -. 00.00000.0002 -.0004-0003 -0.000030 -0.000035 -0.000039

-0 .000007 -0.000001 0.0000103 0.000030 0.000042 -0.000052 -0.000002 .007 0.000 0.002 00070.0180024 0002000000320 _0.000201

-0.000414 0.00.000.200051 0.000503 O- 0.0300.000732 0.000014 -0.000195

-0.000144 -0.001732 -0.0010131 0.001002 0.0010442 -0. 0002007 0.002040 2 0.:002124

-0.002011 -0.0020234 0.000320 -0.002310 0100231 0.030 0.0201 0.024 0.03100.002322 0.:002322 -1 0.00230 .02mm 00020 0.022 .037 0021 000000020 0.043 0000.00.04 0012 50.00172..010 0.00110 0.00125 0.058.0 00147 0.001 a 0.00131 0.0242 .017 0.00100072 .00.000 0002

. .072000 00440 0.009 0.00053 0.00720.001 00030 00 030 0.000242 0.000088 4.0001321 0.000045 0:'~.00011 1-0.0000213 -0000 0000.000 0. .00011000002b.000 0.0002075

-0002 1000039 -0.00042 -000 35-0.000408 -. 0012 -.0053 0.007

-0001 0000 -0.0090 0.0074 -0.000724 -0.000371 0-0.000 -0.0080

'0.00092 -0.00004 -0.00000 -0.001025 -0.001085 -0.00134 7-0.00 10:361 -0.001222

-.021-.030.0022 .:001334 0.017 0.001432 -0.0013470 -0.001020 -0.0015034

-0.001907 -0020.00233 00200 -. 002312 -0017 -. 020 -. 024 -0030

-0.0210 0.0239 0.02402 -. 002344 -0020.002 .0200 0.005222 -0.002109

-0.002240 -0.002002 -002002 -4.002424 -0.002445 -00.002043` -0.00207; -0.002000

-0.002079 -0.002073 -0.00200-.041 " -0.002000 -:0.002401-.004-. 024

-0.0020443 -0.002455 -.002042  ::0.00320-0031 .0 00290 0.00250; -0.002577

-. 00500-0.0252

-0.0201 0.002522 -0.0037400-.045-.025 0023 O4.0040 -0.0024270-0.0021 -0.00470.0243 -0.0002412 -0.000220 -0.002101

-000230 -. _034-.00230 -0.002342 -0.002227 -0.00232 -0.000221 0020

-0.002240 -0.00203 1-0.000210 -0.002157 -0.00210 -0024 -0.0200 O-.0003

-00 1021 -0.0010743 -0.001522 -0.0007149-.01200 -0.00 -0.0120 -0.01 O

-0.000212 -0.002214 -0.001190 -0.001103 -0.001104 -0.00011325 -.0.001091 0.001014

-0.003101-0.000077 -0.0000341 -0.00000 -0.002123 -0.000120 -00015 -0.007101

-0.000 0-0.0100003 -0.000001 -400101 -0.000400 -0.004001, -0.000491 -0.000500

-0.000109 -0.000510 -0.200057 -0.0005109 -0.000047 -0.020058 -0.000006 -0.000017

-0.0002416-.0073 0.020009 -0.000700 -0.000700 -0.00097 O~-0.032 -0.000447

-0.000051 -0.00002 -:0.10000102 -0.0007-.0052-.0000-.0055-.000 40.000309 -0.000204-00024 -0.0 00107 -0.:0001460 0-0.00000 -0.00001 0.000 0.014 0.000203 _0,0007 0.0404.0502.000 .009 0.0000 9.000000000.010 0014.00001350 0.0137 0.017 0.001300 0.01000.01750.0204 0.0122 60.00102 _0.001244 0.001217 0.0177

-0.001000 06.001004 -0.000230.0034.005 0.06 0 0.00102 _0.00055 0.0000 00044 .0033 0.0025220.024 0.0200 .0102 0.04125

-0.00040.000021 -0.000242 -0.000006' -0.102040 -0.0:00212 -0.000200 -0.00205:

-001260.002-. -0.002000775-. -0.00-0.001 0.04201003 3 -0.001004

-002600 -0.0012007 -0.0021903 -4.002193 -0.0021050 -0.002 175 0001 0014

-0.00C~l170 -0.:001122 -0.000925 -0.000740 -0.0002 -0002204 -0.0020792 0.000144 0.00 ,3 .0470004 .002401200 _0.001434 0.0010715 0.001055 0.0020023 .040.0.002002 0.00200 0020 .030 0035 0.077 .0002.002 012 00040 .0407 0.0035211 0.005017,~ 0:.000020 0.00170.0070.009 0.017 .001 00814004100040 0.0007 0.0724 .044 0.S 0.070 0.00711 0020 -0.00t0 .024 0.000 .010.0 - .00041 0 0040 .0000023 .010 0014 0.0020.01 50-.

-0.00 -0.04091.00 0015 , -0.000010 -0.004041 "0.05

-0007 -.0714-0.007300 -40003 -000710-00003 -:0.073 0070

-00771 -0.00755 -0 .007310-0.007040 0.0014 -00.004443 -0.0004:14 -0I.0501110

-0.000574 .40031 0.0000927 -0.004007 -0.000473 -0040 -0.04001 -0.0040

-0043000419 -0040 003900002543-0.002200 -0.002044 -0.0020247

-. 020-.0-0.00 0.00203 -000120 -0.001034 -0.000974 -0.009 0000

-0.000151 -0.000005 -0.000120 -.0024 -0.000444 -0.000004 -0.000900-0.001360

-0.0010279 -0.000475 -0.000141 0.0020..OOII 0070 .028 00344 .020 0.000104 0.0002110.0 0.00 0.00072 .000314 0:.009012 0.0,0040 0003 00-10754 0.011204 0.011500 0:.01041 0.012.244 :01.0125127.12745 0.012330, 0.01t307 .00124 0.0132 0 .0020 0.01030 0012023 0.01213 0.0100 0.010050 0.01010 0.009200 0.000204 0.0010750 0.005013 0.00300 0.003120 0000-0 .00100 -0.002072-0.000954 -0.000212 -0.0002030 0.0110101 -0.0110203

-0. 01020 -0.014070"01701003 -0.0100004 -0.0100710 -0.030012 -0.0200293 -0.021324

-0.010000 -0.02193 of-0.0226124 -0.022259 -0.02207 -3:0.1022223 -0.020453 -0.021720

-0.001441 -0.020012 -0.0019020 -0.01001730 -0.0777-0010533:~ -0.015174 -0.012700

-0.012200 -0.0104057 -0.00070 -0.007040 -0.00520 -0.00340-.001050000

-0.001090 -0.001200 01..005407 -0:.007249 53

_0.00004 0.01003220 0 .0122000 09.0O1272 00040.150.0 0.0.01060 0.27010420 .201 0.022501 0.024107 0.021507 0.027144 0.020414 0.0021110 0.032704 0.014200 0.01041.1 :0.03021 0.03403 0.0037042 0.034705 0.0304210 0.034000 0.173 0.030170 .027570 0. 241 0.0300017 0.017400 0.016200 0.0010727 0.006043 0.003701 0.001132O -0.0023

-0.002200 -0.004364 -0.000210 -0.057046 -0.0000 0.000024 -0.009297 -0.000473

-0.010002 -0.0107230 -0.0100042 -0011 0030 00220.00.012074 -0.01117

-0013511 0.010910 -0.014007 -4.01401020.031 0.0147 - .027 -0.01230

-0.0 1172 -0.010021 -0.001037 -0.000722 -0.003143 -0.000470 -0.000300 -0.000103

-0.003800 0.:00901 5-0.00000322 -0.01104 -0.012524 -0.0121 -. 0002-0.010200

_0097 00140.0 .022-0. 0.204-0.020020 -0.030711 -. 224-0.027742

-007005-.0 -0.0 -0024770020050.2 -0.-0.05200-0.020003 -00272

-0:.021107 0000 -0.017431 -0.015220 -0.010215 -0.0102003 -0.007502 -0.004012

-0.00204 0:.004511 000210 0.000434 0.05004 0.0101450 0.0200 013:0 00

.4 0.540 .1004-.0001 .03197 -0.0200043 -0.002091 0.021040-0.0229

-0.0322129 0.02000, 0.024722 0.025001 0.251 .20 4 70.0 0.0442-0 284 0.200

-0.0210237.3370024 0.035179 0..001 0.300 0.0030290 0.04024a Page 21 of 31

GEO.HBIP.02.07 Rev.I Attachment E excerpt from PD1B.Q41 P013: HaIOOr RAY' ISsI Srr 4. FCCE. 06/2003 UMt IS tor L1li.h.

• for SlC: IC t

Du PI ROW xoCXVS R0OCXMH (so1.O .

1 0.01 0303. 1500. 130.

MILKNMmP gm, .. 1315)..

1659 174 2 X AX X000 J1£02 N2E0 0310 WM (V XSAV .. .ill s)5.

1200012000 1 112000 10 1 0 OTEQ SOuW 101UL2 3fl3AX5 1RWf m11001 Wl 1 M"LT PXINW (SCIO.O.41S.r10.01 1.0 1.0 2 0 a 0 0.50 0.005

£11RSHQIJXx£I115M FILE CNEISI &PORMATISI for TREE FORMAIT) IAI VDa .011 (079.61 scur AOUT gOUS 1' I ...

FTLE PrETrT. ANIDS3MI IA) . .

ACCELERATION OCrrp7 F70R0 T IN or C)

MULTIPLS 0023 Q4A CHoltC) 72 PREFIX. ANDSUFFI3X IA)

SENISC CoEFr OUTIVu FORJAT MULTIPLE PD: b QSC MENS rsmG . 2151 00 314 101 112 124 125 137 IS0 163 164 177 190 203 214 211 230 100 243 25S 264 203 23 314 331 3 36 306 400 407 427 447 467 a07, 40 504 524 546 145 165 sa5 506004 024 623 043 003 602 682 702 701 721 72f 740 760 759 779 770 798 797 706 016 B15 91 101 102 112 113 114 123 124 121 126 13s 10I 127 130 147 140 414 1s5 152 150 100 141 102 143 171 172 173 114 175 135 104 205 136 2S7 100 104 107 100 10 200 207 200 200 210 21?

211 219 220 221 222 223 224 231 232 233 234 233 230 243 244 247 240 240 251 257 258 259 240 261 262 263 270 271 201 246 273 274 275 276 277 270 205 280 207 208 209 290 201 202 272 301 302 303 304 0 304 07 300 30 310 311 313 210 293 204 320 221 322 323 324 325 326 327 328 320 334 337 333 330 340 341 342 343 344 245 344 347 343 355 354 317 35B 350 360 301 33 364 36S 344 347 374 270 374 377 370 370 300 301 383 362 30 38I 305 51 304 105 304 1 30 390 400 401 4 4 4 404 412 413 414 415 410 417 4 0 41 420 421 422 423 431 432 433 437 430 40 440 441 44 450S4S 412 453 454 455 434 435 436 456 457 458s 450 40 40 470 471 472 473 474 475 476 477 470 400 409 400 401 402 402 404 4007 400 47 498 507 50o 500 470 510 011 512 513 S14 S1S 510 530 527 520 520 520 531 522 533 548 540 55o 551 552 553 564 545 564 567 134 525 541 544 S47 070 571 572 S03 504 s5 S 536 57 508 500 550 00 603 568 564 604 60S 406 407 400 600 621 622 623 424 420 626 627 040 641 444 45 446 I50 060 401 462 663 664 67 670 480 40 642 6043 602 607 6S0 465 700 701 716 717 710 710 715 736 737 714 01510 110 12153S 03 515 WSCM 575 576 596 597 617 6:1 630 453 659 6:0 00 7t00 720 740 741 70 62 222 03 4 34 342 333 00 004 024 044 144 065 701 701 30 1005 102 1024 1040 1066 1060 1106 11:071127 1347 1167 2117 1207 1227 1247 1240 1263 1203 1300 1320 1348 1364 130 1407 1425 1442 153 1474 1080 1554 1510 1534 154 1543 1563 115701592 1605 161 1031 1444 1643 1050 1460 1644 2601 1404 1603 1706 1705 1713 1717 EL3E0 545 564 5415 S3 504 500 602 003 404 621 622 623 424 640 644 643 65 660 661 662 463 67 479 430 601 602 647 694 640 642 702 716 717 710 710 720 721 735 736 737 738 720 740 700 701 741 754 755 756 757 753 750 760 773 774 775 776 777 773 770 795 796 797 79S 700 311 312 813 01 15 314 617 702 70 794

$30 831 832 033 834 035 036 637 340 050 651 6A 35 654 61 355 S56 657 360 360 070 071 072 675 374 875 976 437 see B0 303 003 804 005 06 007 900 900 910 911 012 033 14 300 00 027 021 029 930 031 032 013 034 944 945. 046 047 15 05 026 048 9409 05 51 5122 513 062 964 065 66 967 963 S60 570 071 002 0031004 005 586 037 000 MO 0o 01 02 1o00 1002 972 973 1002 1004 1001 1004 1007 10 001 101o 1020 3031 1022 1023 1024 1025 1024 1027 1526 10291030 1030 1040 1061 1042 1043 104 1045 1044 1047 1040 1040 1050 1050 1050 1060 1061 1062 1063 1064 1065 1066 1067 l 104306 1077 1034 1335 1036 1007 1000 300 210071090 100 1073 1070 1000 1030 1032 1033 1106 1107 1115 1114I111I7111 11 1120it 11 1100 2101 1102 1103 1104 115 1124 1125 1126 1134 1135 1136 1137 1133 1123 1140 1141 1142 1542 1122 1123 11S3 31s 1255 1256 1157 1108 1100 140 1161 1362 1163 1164 1172 1144 11i4 1173 1174 1175 1170 1177 1176 1170 1100 161 1102 1102 1184 119 1102 1105 1104 1101 1196 2107 7190 110 1200 1201 1202 1202 2210 1211 1212 1212 1234 217 123 121 1220 121 222 1220 1230 1231 122 1233 1234 1235 121 12 1237 1238 1230 1240 1241 1240 1240 1250 1251 1232 1252 1254 1255 1256 1236 1257 125 125 126126267 1246 1240 1270 1271 1272 1273 1274 1271 1276 1277 1270 1206 1237 1203 123 1200 1201 1202 1203 1204 1205 1204 1237 1203 1273 1306 1307 130* 1300 1310 1311 3312 121 1314 1215 1310 1317 1324 1325 1305 1322 1327 130 1329 1330 1231 1332 1233 1334 1335 13422 343 5344 145 3 124 1346 134 1250 1351 1352 1350 1360 1361 1362 1363 1364 1365 1366 1267 1347 136 12375 1374 1377 1278 1370 1330 130S2 132 1382 1300 1301 1302 1393 1354 1355 16 107 1300 0405 1406 1607 1400 1400 1410 141 1412 1410 1420 1421 2433 1434 1435 2436 1457 1430 1439 1440 1447 1448 1422 1423 1424 1425 1451 1452 1453 1454 1461 1462 1442 1464 1445 146 1467 1475 1476 1440 1450 1470 1400 1481 1400 14900 41 145 2402 1404 145 1503 1504 505 1477 1478 1500S1550 1517 Isi1 Is15 1520 1523 1529 IS30 1513 1532 1140 I541 1506 1507 1542 1563 1544 1553 1553 1354 355S 1564 1565 1566 3567 1576 1577 1573 1530 1080 1500 1600 1601 1612 Dms4 Po QIX 0 7XL LSSR ... 6ISSF10O,51 N 3PI NP2 Nr3 MP TYPE6 2 12 12 2 130.00 .47 1270 .0 1014 73 .10000 1 1 3 14 1 2 130.00 .47 2201.42 1761.14 .1000O 2 2 3 3 4 10 14 5 130.00 .47 13625.73 10900062 .10000 t...- .. PDIA.Q42)

Page 22 of 31

GEO.HBI3P.02.07 Rev. I Attachment E excerpt from PD1B.O11 XKAX. 1.0230 DaCtion II-S. 2UPP. 0t/2002 0812002

-ACCKLZRAT2080V.LIZS AT QflVRS1PDC3 LAYER 11 - 2P170 Pad. 8890. ZUF31.

1

-0.000799-0.0:007596-0.000176 0.000302 0.0004560.0001490.8000546 0.000123 0.000296 0.000554 0.000749 2

-0.000359-0.000117-0.000054-0.0000612-0.0001&8 4.01400014-0.000376-0 .000740-0.000840-0.000036-0.000206 0.000285 2

.0001-0-0.00032-0:.000101-0.0010842-0.:001041 4

.0010.00700004

-0.000225 0.000213 0.000830.000743 0.00531000007-0.0420000 S4

-0. 000912-0.8007070-0.000268 0.000230 0.005009 0.0007010.000410 0.000034 7

-0.00048- 0000-0 .0009-o0.00790-0.000258 0.000140 0.00 0521 0.000615

.000539-0.0000037 01 0.00031-0.00400005001050016-0.005973_0 0.000140-0.000320-0.000000-0.001324-0.001410-0.001208 9 0.000331 0.000414 20

-0.000875-0.0002813-0.000027 0.00D028-0.000331-0.000754-0.001252-0.002101 51

-0.001999-0.00584-.00450.0940.0004-0.00005-0.000922-0.005480 12

-0.002120-0.002652-0.002063-0.0027508-0 .002305-0.0090-0.001672-0.001485 13

-0.002049-0.002000- 0.0033915-0.001.300,0-0 .1004,272-:0.004220--0.003292-0.0025345 14

_0.002310-0.003301-.00800.00 45-0.5341-00601.0 005341-0.0007 15

-0.000112-0.00077-0.005505-0.00502- .0201-0.006023-0.007747-.000401 14

-0 .008843-0.000001-0.008601-0.008254-0.008044-0..0008242-0.008509-0.009322

.1101-001030-.012000.001001-0 .00070

-0.1015-091001-.011210 1 1

-0.0101325-0 :.0:10905-0.01140-0.012212-0.0125410-0.012 22-0.011732-0 .0520 1:

-0.010002-0.2047-0.10694-0.01 1180-0 .021574-0.012215-0.012331-0 .012044 20

-0.010501-0 .010842-0.0100224-0.:01.0130-.02330-0000-.210-.109 21

-.11903-0 .0114001-. 01009-0O.1020 -8.009700-0.00842-0 .009505-0.010041 22

-0.010583-0.010907-0.021012-0.020651-0.009978-0.0002 02-0.008571-0.901277

.009318-0.0100600,-0.057783 22

-0.0001335-0..0008041-0.009322-0.000000-0.0-007.'11-0

.00601-0..0725-.00770770. 00133-008150:.0011752 24 I007150S071-0 20

-0.007022-0.000100-0.005400-0.005320-0 .005200-0. 055002-0.004124-0.000005 15-00041- 09427 0.00303-.8302-0.003081-0.004120 20

-0044-0.006 S 27

-0.004041-:0 .80,5022-0.005040-0.004632-0.00200'~,95-0.002539-0.0002326-0.00100 28

_0.002002-0.05 2520-0.003079-0.003476-0.002505-0 .002004-0.002341-5.010147S4 20

4. -0.000772-0.000451-0.000587-0.001084-0.001707-0.0022175-0.002254-0.001895 0524-40-000090 30

-0.001162-0.000200 0.000400 0.000727 0.000603 0.000104-0.00 0.002015 0.001511, 31

-.004-0.000441 0.000124 0.001051 6.001023 0.002201 32

0.0009120 0:.0003009 0.000242 0.000253 0.001243 0.002073 0.002707 0.003075

.0237 0.00104 0.0017570 01.00204 10.001427 0.002203 0.002512 32 00211 26O0.020 34 0.002858 0.00200 0...8005O0003405.028000.00290022 "0.00022 0.005870 0.005654 0.05240 00445 0.02705 25 0.002577 0.0433 0.006540 0.000055 32 0.003411 0.003270 0.004414 00021 .0570.000020 37 0.005339 0.004732 0.004010 0.-0008d:22 0.005597 0.000000 0.007229 0.000213 0.007030 38 8.004810 007014 0.001201 0.0000450 0.004045 0.006005 0.0071180 0.800727 3S 0.001589 0.000011 0.00081 0.077 0  :.007201i 0..00050 0.000293 10.044 4 0.0755 0.0084B6 0.009330 0.009777O 0.015 0.0110S0 0.007370 0.007629 0.000387 0'.000420 0.010452 0.0111012 0:.015474 0. 01,1,3494 42 8.03C11000 0.01000 0.010850 0.0112100.012 090 0.012909 0.0537127 0.014020 3

8.0258127O0.0O222 0012267 0.011423 0.010876 0.010729 0.010922 8.011203 04 8.011463 0.012342 0.010125 0.010004 0.0001I17 .0004201 0.0001413 0.8002817 5 0.0000181 10.009042 0.85017 0..01163 0.011447 '0.011790.0172 0.02232 0.050402 0.012324 0.010042 0.01023 0.15001G 8.0120 44 0.107 03402 001500101 0.0108284 8.009000 0.000227 0004 .101 0.010225 47 0.0154680.1400 48 8.D01212 0.01017 0.1409 0.011218 0.012250 0.013027 0.0277 0.0110111 0.00004 0.:0072&01 0.00242 0.000073 49 0.159 .054 805072 0.00)4353 0.002012000770-.0052504 0053 00 O0.0:04072.058

.0.11102 0.012557 0.052872 0.013441 .51 8.035 0.002670 8.0057080.00870 0.011508 0.811749 0.0120300 0.012848: 0.01284,0 0.110312 0.0004 1 52 0.0118201 0.004184S0080 5 0.530 -. 0104:14-0..00102-0..004I-..00053 0.0219 54 4.108 .015098 0.009616 0.005940 0.003210-0.000101-0.000201 0.002119 55 0.006470 0.011254 0.814948 0.010205 0.01418. 0-.0201501 0.0201001 0.000122 56

-0002832-0.002756 0.000227 0.0056088 0.o11130 02112O0.00511 8021546 0.010011 8.015954 0.0164506001794 0.010574O.0.020425 57 0.248 .088 10.050460.012414 0.015273 5 80002,: 0.017051 0.141 0.012070 0.010350 0.0228131 0.024017 0.025206 0.03099 0.05000. 010349 00,61 0.010527 8.01000 0.80842 0.008050 0.0101 00199004982 0 0.031197 0.01047.0130 .265 0 00270.02550 0.0379 0.0340 .304001800050 0.0271 80200 0.02322 0.0126825 0.0219440 0.021804 0.008328 04 0.002831 0.0129822 0.029028 0. 02032 05 0.001980 0.0123 82 8.01'7643 0.023201 0.02770 I0 0.021342 0.017007 0.014117 0.013022 5.13840 0.010493 0.0101300.0050 67 0.015075 0.0110 617 0.007298 0.003018-5.000321-0.0012301-0.003240-0.002564 00050'20 68

-0.004044-8.005117?4.006587-0.000084-0.000273-00.00062380-0.002422 0.04323 0.031220 0.026101 0.2042 60 0.014771 0.023254 0.030529 0.032490 9.1920.009694 0.007924 0.005042 0.00l095-0.002138-0.0 0852 O7 0.149 71

-8.012748:.-ll12,-0:.01240-.088-0.010,41 4_0.013232-0.010508-0.008874-0.D01806 72

-0.91085-0.025207-0.022102-0.10370 46-5.032825-0.032094-0 .021131- 0.000983 73 8.000725 0.022125 0.0207 07 0.032252 0.020048 0.02274 2 0.D13044 0.00 5010 74

-0.0020602-0.002728-0 .007092-0 .0092250-001030-0 .012703-0.017477-4.021508 70

-0.020882-0 .024017-0 .025072-0.022 215-0.018189~,-0-.031422-0.01151L2-0.000900I O5425 004004 70

-0.000108-1:0.00177108-80 043501 0.10018960.115,21.320002. 77 0.0150.052000 0.040048 0.037207 0.0251 320:.01270S 0.O001044-0.000012 S003350.130-:0.8:,~10000-0.010473_0.0223~1-0.028098-0.033003-0O.02038,3, 781 3-8028-.20031-0.179'22-0009072-0.80231 0.0022 7

-0.0320451-0.0371 0.0302 0.0.13438 30 0007049 0.010198 0.011090 0.012252 0.0125153 0.01274 01

0. 01145960.014895 8.015064 0.055985 0.01529 0.030270.0070 0.002590 8

-0.00405.-0:.01.2780-0.0194IL,30-0O.023~5775-0O.024289-0.03~1404-0.0157091:-0.001577

-0010 .0322900577 0.0587004443 0.053270 0.002170.2320 3 84 0.003749, 0.004901 8.000454 0.000902-0 .00500-.015127-.025114-0.032322 0.005476-0.000714 85

-0.037482-0.02162-05-030115-0.820005-0.0410430.002572 1

-0.000219-0.013131 -00184322-0.01072-0.015441-0.000702 .0.84092 0.011000 87 0.018528 0.019307 0.01334060001899-0.000308-0.012102-0.014327-0.8009001 88 0.0140830000452.20994 0.020337 8.023475 0.011497-0.000-464 0

-0.01300-0.015932-0.014055-0 .014209-0.010202-0.007224-0.006944-0.004 8

_0.014817-0 .0200710035-.2 0510.00743-0.015253-0.009237-0.00457 0.87 5043 9

-0.02817-0.003858-0.006409-0 .009004-0.8024009-0.007206-0.0000:28 2 0.10127 0.-022194 0.24530.021392 0.148 6.0321_0.00170_0.0005 0.0090 .007090.544 .0950.014429 0.028055 93

-8.007977-0..8071 0.03707 0.001547 0.054720 4 0.033048 0.840031 0.0470172 8.052202. 0 012.. 0.011704 0.015070 95 0.044470 0.032888 0.0220212 0.015395 0.012054 0.012070 9 0.014131 0.010110 0.00307-.00424 4_001095-0 .014710-0048-.174 0.001092 0.0072440100490010844 0010483 0.05078 0.013220 97

-0.0400 8020894 0.032004" 0.040121 0.842450 0.0139580 0.035132 0-.019507 9 0:.0144 .2007 8 0.000024-0.000720-0.02073 5-0 .0229S93-0. 02550_0-0205255_002314_-.0 100l

-0.010084-0:.0510955-0.004043 0.004021 0.015482 0.0126207 0.020322 0.0'4050'0 0.000304 0.34789 0.824994 0.023470 0.00:3177-8-.05l145-0.003214l -0.001,440101 0.079400354-.0019-.225000650082 0 0.002227 0.0003 103

-0.043884-0.041276-0.033941-0.024305-0.015701-0.010705-0.01ld2-0 .024043 104

-0.021202-0.037221-0 .030232-0.1955014-.111-.0940.001 l50

-0.002192-0.00 3470-0.000792-0.059480-0.809977-0.0576,04-0.0032107 0.001508 Page 23 of 31

GEO.HBIP.02.07 Rev. I Attachment E excerpt from PD1B.Q40 QUAD<MU A COQPKrER PRD0MN FOR EVALUATING THE SEISKIC RESPONSE OF SOIL STRUCTURES

-U.C.D is. 1l77 Dy g.0$. Byrd Ildl...

I.R.Idris.

' 'l-dMOhD B ikf..

NODIFIEO FROR UA.

1973 by I.0.14,.i.S J. Lyr.r H. Nont PlDB: HUMBOLDTSAY. lSFSI. SITE 4. PG&E, 06/2003 NORIZONTAL ACCELERATIONINPUF FILE, PD1. 011 W'11 FIRST LINE:

tAX6. 1.2211 S-ei-. S-1. HBPP. 0/22002 2

NO. OF ELEMNTS lC65*

NO. OF NQDAL POINTS . 1736 DE0REESOF FREED 35SS RAux-00ND0I 44 CONTROLLXa ELD0 I

• 337 No. OF FIXED BllRT CTS. . 128 NO. OF ISERASI2

• 10 TOTAL EQ. POINTS XUD 1XQXXI . 12000 lAST EQ. PTS. USED 26E1 TO OEQI 1 12000 DM?. CQ. PS5 USED (X2EQ TO N3DQI 1 12000 TIME INTERVAL OF R.

• 0.0050 SECONDS STRAIN COVIERSIONFACTOR. 0.6S00 DANPGI RATIO REWCSI0N FACTOR 1.000 PREICRINANT INPUT NOTIF PERIOD 0.5000 SERCNDS EQ. HULT. FACTOR INORZ. CORPS . 1.0000 MAXDIIM ACCEL. USED S0RZ. CIP. 1.521C 0 STRESS HISTORIES RE0UESTS.

• ACCEL HISTORIES REQUESTED.

2 SEIS COEFF HISTORIES REQUESTED OUTPUT FIZs ARE AS FOLLOWS.

NODE 23 X DIR FIL.3 PD1000.04A0l NODE 34. X DIR IN FILE, PD10E.0Q4A NODE 45. X DIR IN FILE, P0102.Q4A NODE 375 X DIR IN FILE, PDlW03.04A NoDe 71. X DIR IN FILlE PDl004.04 NODE 1239 X DIR IN FILE, PD1P05.Q4A SURFACE 1. X DIR Dl FILE: P0D200.0QS SUPFACE 2. X DI IN FILE, PD2101.0SC SOIL DATA TAKDE FROM FILE, hb.oilu..dt IHAtD.IAL TYPEBNQ. 1 MODULUS, 01 ,0dafI fer CIy PI 15 vo.Ri. -d Dobry 19911 001013., d.npin, fer Cl1y PI 1S 00+/-0ti. 6 Dobry 19S1l STRAIN CO/6 . STRAI D60P110 0.0001 1.000 0.0001 1.70 0.000S 1.000 0.0003 1.70 0.0010 1.000 0.0010 1.70 0.0032 0.040 O.D002 2.E0 0.0200 0.620 0.0100 6.50 0.0316 0.640 0.071C 7.00 0.1000  :.400 0.1000 11.70 0.3260 0.210 0.2160 1.30 1.0000 0.090 1.0000 20.20 2.1600 0.040 3.1600 21.00 10.0000 0.020 10.0000 23.00

[Ii- *kipp.d ITERATIOR NO. 10 DAMPI3N SET AT THE FOLLOWINGTWOFREQUENCIES, TSE FIRST NATURAL FREOUENCY,CIRO FE 10.l60a PEXIOD. 0.606 SEC I TIES THE NATURAL FREQ., CIRC FRE5> 31.0100 PESIOOD 0.202 SEC TINE REQUIRED FOR FOrJATION AND TRIANGULIZATICH OF MATRICES . 1. SEC NODULI (ENO. KS? er SI: 5N/H'21 AHD DAnPING Ellt G-USED a-NMW DIF-G DAMP-USED DAMP-NEW DIF-DAMP 1 692.6 600.0 0.4 0.08310 0.00630 -0.1 2 745.2 730.2 0.0 0.1S470 0.13173 -0.7 3 9840.0 9000.5 -0.5 0.06202 0.00212 1.1 Page 24 of 31

GEO.HBIP02.07 Rev. I Attachment E 4 1371.7 0409.4 -1.0 0.08216 0.2439 4.06111 0.14696 1.3 1.4 5 1722.2 1766.4 -2.1 6 1720.6 1766.7 -2.6 0.15761 0.15562 1.3 7 1660.1 1606.5 -1.6 0.16626 0.16400 0.6 1726.0 1746.6 -1.2 0.17064 0.19s2 0.3 1792.6 -1.2 0.17699 0.17372 0.7 S 1760.2 1625.1 -1.1 0.17073 0. 1762 0.6 10 1855.1 11 677.8 601.0 -0.5 0.03867 0.087S1 0.6 12 7465 740. 0.: 0.13451 0.13550 -0.7 102.1 *91513 0.2 0.07179 0.07220 -0.6 13 4111.1 8151.5 -0.5 0.06527 0.06479 0.6 14 1742.5 1746.6 -2.5 0.14301 0.ls49 1.1 15 1.3 16 1730.5 1776.2 -2.6 0.15718 015121 1663.0 1495.7 -1.6 0.16627 0.1643 0.0 17 1721.5 1742.6 -1.2 0.17106 0.1697 0.0 18 1762.1 1703.9 -1.2 0.17539 0.7417 0.7 19 17M6.7 1314.7 -1.1 0.17931 0.17023 0.6 20 lie. skippd)

PrEX MODALACCEflATIOJN rLUES (g ' 1 nRE Y0 X-AOC AT TINE Y-ACC AT THtE 0E Ka"C

-275.0 2.0 1.404, 23.2130 0.0000 0.0000 1 0.0000 2 -271.0 -2.0 1.6797 23.2150 0.0000

-4.0 1.0555 22.2200 0.0000 0.000 3 -275.0

-11.0 1.0590 21.2200 0.0000 0.0000 4 -275.0 0.OO S -275.0 -16.0 1.0160 23.2200 0.0000 6 -275.0 -21.0 1.0327 23.2250 0.0000 0.0000

-275.0 -26.0 1.0037 23.2300 0.0000 0.0000 7

-31.0 1.7630 23.2300 0.0000 0.0000 0 -275.0

-36.0 1.7091 23.2300 0.0000 0.000

-275.0

-:75.0 -41.0 1.6430 23.2250 0.0000 0.0000 10 1.4s06 23.3450 0.0000 0.000 12 -275.0 -46.0 12 -260.0 2.0 1.8025 23.2150 0.0184 23.7300

-2.0 1.7 2 20 0013 94300 13 -200

-5.0 1.357 212.2200: 0.03022 ,.30 14 -260.0:

-11.0 5.3574 23.2200 0.0150 9.4300 1 2

-360.0

-16.0 1.855s 23.2200 0.0133 1.4200 16 -260.0

-21.0 1.0312 23.2250 0.0310 0.4300 17 -260.0

-26.0 1.0023 23.2300 0.0065 0.4350 IS -260.0 19 -260.0 -31.0 1.7615 23.2300 0.0061 23.7350

-36.0 1.1077 23.1300 0.003 213.7350 20 -260.0 Ili. kipped)

PEA ELI1T5 STEUSSES (VDG: PSF or Sl- N,/K21 A11.7STR32O

• 10-r SI'C-xr PS0-MX AT 21KE STC-X 3.2 459.1 0.066 23.230 2 146.3 147.6 10.4 1350.6 0.102 23.230 2

1930.9 31.1 2620.7 0.020 23.1 3

71.2 4416.7 0.053 23.415 4 1543.3 63.8 0660.1 0.329 23.420 5 312.0 574.1 71.2 4631.4 0.26 232.425 6

t0.7 7601.5 0.456 11.440 7 305.1 0 401.6 87.1 0572.0 0.497 23.445 400.0 85.6 0021.6 0.038 23.45 0

81.9 92.5 10461.0 0.5 0 23.445 t

10 436.1 10.0 465.7 0.669 23.230 11 455.4 22.6 1354.1 0.162 23.230 12 13 0625.5 35.0 2552.0 0.040 23.410 131.2 4340.1 0.059 23.415 14 4645.3 994.7 56.9 0610.4 0.224 23.420 I

19 6002.9 0.303 23.425 16 1149.1 l170.0 221.6 7587.0 0.456 23.440 17 1229.6 241.6 0575.8 0.49 23.445 28 1227.5 250.1 9546.9 0.543 23.455 29 23.465 20 1167.3 249.0 10550.0 0.586 Iline- skippd 1 rAX A OD3 SEmISIC CEFl2WCsE SSWACXE WErlH LB or HI X-D3XECS2CN 3EGATUVZ POSITMVE 1 909060.4250 -0.9196 1.9107 2 1001000.0750 -0.8502 1.1528 ITEIATtON CYCL M0. 10 AVE OVEALL UAMP

• 0.175 M25EII£QUIRED PFM 12000 STEPS . 171. SEC

... 0r 5 DID Page 25 of 31

GEO.HBIP.02.07 Rev. I Attachment E excerpt from PDlBO1.QSC

?V13. "DmOLflT SAY. IoSM. SITz 4. 0041. 04/2003 So, mio C.O iciot 0Srt.o ginroy

.Tis. St.p 0.000 0.0 0.000000.000000 .00000-0.0001001 :0.000003 -0.0000070. -0.000011 -0.000030

.00.001Z0 -0.0 00010 .~1 -:-0.000017 -0.000013 -0.00000 -0. 0,0000 -0.000000 -8.000000

-0.000014 -0.000020 -0.000024 -0.000025 -0.000024 -0.000020 -0.000010 .0.000013

-0.000014 -0.000017 _0.00002.2 -0.000021 -0.000033 -0.000035 -0.000033 -0.000030

-0.-010002: -0.'0001.024 -0.000025 -0.000021 :-.000034 -0.000000 -0.0000045 -0.000047

-0.000044-.00043 -0.0000400.00 1011 0.0000 -0.0:000412 -0~.000.04 -0.000054

-00010000 04 00804 -. 00004 -0.0000..001-0000 0004

-0.002-0.000082 --0.0000 -0.0004-.0.0047 0a000s 0.000 -0.000008

-:0.000103 -0.000112 -0.00110123 -0.:100012 -0.00014I0.000170  :-000010' -0.00111S

-00172 -0.000101 -0.000112 -0.000207 -0,0000225 -0.000245 -0.000240 -0.000202

-0.00021 0.00012- -0.00227 -0..00041 -0. 000207 Q- -0.0000000424 -0.000417 31

-0.00040 -0.000022 -0.000512 -4.000091-0.042-0.00004 -0.:0000067 -00.000733

-0.000783 -00037 -0.000802 -0.000040 -0.001001 -0.001000 001,132-.001175 _

0244 -0.001310 -0.001402 -0.0408-0.001078 -0.001400 -0.0001740 -0.001852

-0:.001,201 -0.002055 -0.002107 -0002208 -0.002417 -0.00251 -002180 -0.002020

-0.002871 -0.0:0114. -0.00220 -0.002421-0033 -0.003708 -0023 0.004120

-00424-.004005 -. 00400I -0:.100411 0-0.0030 0-00023-.0 0 -0.005700

-0.005020 -000144-.0004 -0.000381 -0.000802 -0.007014 -0 .00.2201 -0.007442

_0.00,743 -0007 5-0.008002 -0.0007 0-0.007-007 10 -0.000012 -0.001007

-0.00027 -0.00844 1-0.008420 -4.000787 -00000 -0.0100 -. 123 -.008

-0.010014 -0.010020 -. 0A10734 -0.010023 -0.0102027-0.012017 -0.011102 -0.011178

-01:.01 1241 -0:.011302-0.021240 -0.011378 -0.011401 -0.013416 -0.012427 -0.011422

-. 11432 -0.011424 -0.011404 -0.011375 -0.011322 -0.011277 -0.011213 -0.0114

-0.01307 -0.010007 -0.010902 -0.0101 -_0.020700 _0.01000 -0.142 -0.037 IC011 -0.010047 -0.1000807 -0. 00744 -0.000001 -0.008420 -0.000260 -0.000084

-.02008 -0.0::009700 -0.000800 'i 0.008304 -0.001000 -0.0072000 -0.:007700 -110.097305

-.001-.0070 -0000 10 -0.006655 -0.004423 -0.00 13 -0.00005 -000701

-00010-0 .00030', 1-0.0030-0.04023 -0:.004110 -0.004000 -0.004200 -0.004004

-0.0253-0.0340 -0.004S47 -0.003250 -000300 -00.002054 -0.002653 -0.0002432

-0.002253 -0.002058 -0.002871 -4.001602 -0.00-10510 -00.0002352 -0.002187 -0.001022

-0.00SS -0.000400 -8.000320 -0.000340-0.020-.0004 0.00000 0.000100 0.00020 0.000451 0.0000534 0.000720 0.000080 0.0007 0.0012010 0.001214 0.0013220 0.00142I2 :0.001521 0.001021 4.001722 0.0018022 0.0010120 0.0002014 0.002100 0.002170 0.002200 0.002318 0.002327 0.002437 0.0231 0.002600 0.002(01 002752 0.00201t .010 0022 .00.002.053.:0.03110:

002100 0.02208 0.003340 0.004373 0.002300 0.003070 .0244 0 .0020000.

0.07 0 0.001 0.080. 00,204 0.0040 .0011 . 0.00'418 .004301 0.0042 020000 .047 0041 .007 0040 .070 0040 0.001:5712 .0 00 70.0030.000082.1 0.00000 0.000120 0.0024 0000 0.030 0042 00050 .047 000720.000483 0.004020 0.007057 0000 000717 .004242 03' 0.007270 0.004407 0.00114 0072 0.071 0.000138 0.000434 0.004272 0.008320 0.000700 0.000002130.000101I 2.000 0.020a .0oa0.0500050542 .0076 0.0000.000 .000 0:...01 24 0010: 4 0000 '

.1440101: 0420 0.1047 0 10214 630000 0.010080.0072 0.010013 0.01020 0.0106742 0.01124180.110 .137 0.110 00141 .01170.1200001 .12 0:0.011201 .1 1241 0.011224 0.07117 0.011727 0.0111777 0.01.1187: 001:10 0.11 230 0.01102 0.131.012 0.0110. 0.01 0.0 0.01100S .01140 0.020010 0.010748 0.0000 -0.014 .1120002 .510 0.008712 0.020410 0.010008 0.001 0.00800 0.000546 0.009413 0.00:797 .070 .073 057 0.010710 0.0102312 0.010310 4.002030 0.002033 0.01079 0.007201 0.010307 0:.000320 0:.100032 01.00351 -0.01002 0.00174 O.l~l 0000S 10.0014 0.000101 0.I074 0000019 0.00134 0.00512 .000120.04 .U 2 0.004004 0:.0040 0.0047774 0.0014721 0.001410 0.0081731 0.004004 0.004304 :0.10071 0.001417 0.001224 0.021103 0.001114 0. 001140 0.0011187 0.00X21 0.011255 0.001120 0.0 1010 0.011202 0.011279 0.011215 0.0121140 0.0122043 0.01207710.02 I0.02320 0.10 0.102 0.123 0.110 0.172 0.108 0.0101 0.0100 0150 60.010020 0.010450 0..01020 0.0111 .000 S0000 Os01020 0'.010287 0.010424 0.0710000 0.01542 0".01470 0o.0104 0.07 0:0.07730 0.010715 0.010732 0.013124 0.019097 0.0200425 0.002045 0.001045 0.0212 0.021400 0.02164 0.271 0012 .211 .271 0010 0 602151 0014 .20 0.02150 0.02170 0.020703 0.025151 0.020512 0.020S10 0.021284 0.021120 0.020832 :0.05202 0.0200103 0.020:120 0.01004580 0000 00110.0 .0000001170.075 0.010475 0.01000 0.0300 0.0144017 0.001824 0.010480 0.012000 0.011404 0008 .101 009 00404 0.0001202 0.000202 0.004404 0.004672 0.00403 0.005047 0.005304 0.00020 0S.009283 0.000318 0.000777 0.000402 0.0.007 0.007oll40 0.0000'106 0.00503 0.0087129 01.00430810.002404 0.0020742 0.0016052 0.0007 .0027

-023

-0.0071O22 1 100704-.0201 001 0

-00720.01 2030070.012110123 447 0.:012770

-0002 0000 00000.0.00001 0.00 09 -0.0110-0112 -0110 20.01151-. 11044 0-0~132 -06.011200 0.1020-00004 -0.00056 ,0.100 0000 0.0004 00001 0.001 0.000070 -0.0029 -0.0090 -0.0010

-0.000002 0.000623 0.012434 0.0016009 0.006245 0.0028908 0.010425 0.007397 0.003720 0.002306 0.0020023 0.0021010 0.0020037 0.0204221 0.020410 0.0201704 00-01218 0.0214020 0.0021400 0.00V100 0.001240 0.001317 0.001230 0.001221 0.001267 0.00204~ 0.0021029 .00003 0.000 0.0001571 -0.000027 -0.0010413

-0.002272a0.0021270 -0.0034202 -0.0204152 -0.02043020 0.020107 -0.0202400.000072

-0.010026 -0.000008 -0.007048 -0.00827200.0074001 -0.0074001. -0.0070 -0.0'0710

-0060 00070.0 .0013 "440 -0.010040 -00600.0 .00042728 -. 00I9 0.000824

-0.002307 -0.001202 -.00.265 -..0027II -0.002400 -0.00721 -0.007330 -0.0066873

-0.042 -0002 0043 0.00321 -40.002534 -0.001605 -0.000079 -0.000271

-0.000552 -0.000032

-0.00542 0004 0007 0000 0007 0004

-0.001072 -0.002004 -0.003907 -0.0034201 -0.002041 :.-0020101 -0.002 .7fS 130 .003702II:

-0..01418 -0.000960 -0.000012 -0.0007 0....00071 0-0142 0.02I S 0.020 0.047053 0.00114 -0.007201 0.000.00 .020762 0.0122471 0.011.1004 01-.0102431

-0.002314 -0.02152 70.02140.0 .02107 0.0000.0 .020410 0I.0101 0004

-0.011013 -0.018001 -0.0101630 0.011005 -0.020005 0.0202550.020093 -0.020734S

_0.(02014 0.100 0.104 0.018242 -0.007325 -0.003041 -0.001238 0.0010424 0.012528 0.012 0.1I" .100S._1O .010 0011 0.0117 0.010142 1:0.0310132 0..010002 0..01010 .0.01000 0.002214 0.0001176 0.0001726 Page 26 of 31

GEO.HBIP.02.07 Rev. 1 Attachment E excerpt from PD3B.Q41 K033: MM018 1 6ET DAY SI0 SITE 4. PGOE. 06/2003 WITS It 6or brglish. S lor SI) :11 t ..

OR? IRi A00KV? 300EV? ROCERNO ... isri.0 1R 065 6301. 1500. 1I0.

13(55) .

(ELM Y7PT NSLt.

IS69 1764 2 RV SA ... I51 Xo0X KOGEQ i111 1210 NMEO N"t 1200012000 1 112000 10 1 0 E1U10 2 MSfXI2 UKAJ27 ID1X 8DRY NPLX JIPLY PRSNPUr .. 410.0$10.F7100)

DrEo 20ULl 1.0 1.0 2 0 0 0 0.80 -

0.005 8 FO& NATIS) (

p or FSEE FORAT IJO) -A)

UART)fKE DW0 T FILE ICAfE(S)

PO38.011 1871.6I

.. 3T5) ...

WUSI AoUT KOMr 07 21 li3027 1 8 1 FORMAT II or C). FILE PREFIX. AND SUFFIX: (A) *-

JCCELERATIG(OJ 7T7 MULTIPLE P03D 0W 111 SEISMI C COEFF 0LYtluf FORMAT (N OR C) . PILE REFIX. AND SUFFIX:

MIILTPLE P03D 080 NSW 3SE3 -12S5) 60 314 10=

125 137 150 163 164 177 190 203 216 217 220 100 101 112 124 290 314 331 340 2 388540 407 427 447 447 243 206 369 263 044 O Oj5 5 585 504 604 624 623 443 403 662 i 407 400 006 126 *16 615 4

612 702 701 721 720 740 760 75 779 776 790 797 796 11SW 113 114 123 124 125 126 135 134 137 130 147 91 101 102 112 168 149 150 101 159 160 141 142 163 171 172 173 174 175 193 150 196 197 198 19 200 207 201 209 210 211 184 160 186 187 222 223 224 231 232 233 234 235 236 243 244 212 219 220 221 256 257 250 259 260 261 202 261 270 271 245 246 247 248 249 276 277 271 285 286 287 286 289 VD 291 292 272 273 274 275 303 304 305 306 307 206 209 310 311 316 319 293 294 2o0 302 324 335 2S2 322 322 322 216 327 238 339 340 320 322 322 323 341 342 343 344 345 344 347 346 35 356 317 358 359 360 261 366 367 374 3715 37i 377 370 379 300 361 382 362 363 364 245 395 2S9 397 329 399 400 401 402 403 404 S53 304 31S 2S3 5%4 416 427 418 429 420 421 422 423 431 432 422 412 413 414 425 438 439 440 441 442 400 451 452 453 454 45S 434 435 436 427 410 469 470 471 472 473 474 475 476 477 478 4S4 407 450 4S9 451 492 493 494 495 496 497 498 307 506 509 479 688 469 490 512 513 514 S11 501 026 127 528 529 530 533 532 533 51011 047 048 049 050 551 502 553 504 541 506 567 034 530 54S 540 572 5$3 584 S06 540 857 188 589 590 602 603 946 569 570 373 07 606 409 621 622 623 624 425 624 627 640 641 604 405 406 046 409 660 461 642 003 664 470 679 60 061

$42 443 444 445 602 697 696 499 700 701 714 717 718 719 730 736 737 7S4 hSZW S3 .. 1215)

• ] 515 575 976 3S9 597 417 410 69 C65 459I 079 699 700 720 740 741 642 642 063 683 902 904 24 944 96 9 761 781 782 602 822 991100510252036 1040 104 1060 1104 1101 1127 1147 1147 1107 1207 1227 1328 1340 1368 1386 1407 1425 1442 1408 1474 1469 1247 1248 3268 1236 1308 1504 1519 1534 1149 1548 1043 1578 15912 1605 1616 1611 1644 1643 1454 1065 1646 1401 3494 1493 1104 1705 171 1717 X.3W 545 064 560 163 004 58S 602 603 604 621 622 623 624 440 442 142 43 69 660 661 062 463 079 679 630 681 682 697 68 499 700 701 782 714 717 716 710 728 721 725 734 737 726 729 740 716 750 760 773 774 775 7767S 778 779 741 754 755 756 717 792 793 794 795 796 797 798 799 011 812 813 814 815 616 817 66 8$30 8321 32 833 634 830 036 637 649 850 851 602 853 014 651 854 857 846 869 870 871 072 373 674 875 870 67 888 609 690 691 693 893 894 695 900 907 908 909 910 911 912.912 934 915 92 924 927 36 929 930 933 02 33 934 44 545 44 947 948 849 850 901 952 953 96 604 945 966 967 98 69 970 971 972 973 862 863 964 96S 964 867 68 969 990 I9I 693 100l 1002 3803 1604 0055 100 1001 100 1009 1010 1011 1020 1021 1012 1423 1024 1025 1026 1027 1028 182 1030 1829 1040 1841 1042 1043 1044 1045 1846 1047 1046 1049 1000 I1S0 1059 1060 1041 1042 3043 1004 1045 1840 1867 1410 65IS3877 1070 1079 1060 1001 1062 1002 1084 10I8 1066 1867 1088 1096 1097 10S9 1899 1100 1101 1102 1003 1104 1105 1108 1107 1115 2114 1317 1118 1119 1120 1121 1122 1123 1124 1125 1123 1134 1135 1163 1137 1138 1132 1140 1141 1142 1143 1144 1145 102 10S4 1155 1106 1157 IIS 1159 1160 1141 1162 1163 1144 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1162 1163 1184 1191 1192 1193 1194 1195 1196 1167 1198 1199 1200 1201 1202 1203 1210 1211 3212 1213 1214 1215 1216 1217 1216 1216 1120 1221 1222 1229 1230 1231 1232 1323 1234 1235 1234 1237 1238 1233 1240 1241 1246 1249 1250 1251 1252 1233 1214 1255 1256 1207 1206 1259 1260 1267 1206 1269 1270 1271 1272 1273 1274 1275 1276 1277 1278 2276 1200 1207 1269 1289 1290 1291 1292 12923 1294 129 1294 1297 1299 1200 1306 1307 1300 1309 1310 1311 1312 1333 1314 1311 1316 1317 1324 1325 1324 1227 1326 2329 1330 1331 1332 1333 1334 1335 1342 1343 1344 1345 1346 1347 1324 149 1350 1301 1352 12353 1360 131 1362 1363 1364 1365 1366 13E7 1363 12S 1376 1377 1356 1379 130 1301 13112 1363 1390 1391 1292 1393 1394 1390 1396 1297 1398 1405 1406 1407 1406 1409 1410 1411 1412 1419 1620 1421 1422 1423 1424 1425 1426 1423 1434 1435 1436 1437 1438 1439 1440 1447 1448 1049 1050 1451 1453 1413 1454 1461 1442 1403 1464 1460 1466 1467 1475 1474 1477 1476 1479 1480 1481 1489 1450 1491 1493 1493 1494 1495 1503 10504 1S0 1500 1007 15O8 1516 1517 1018 1529 1520 1528 102 1530 103I 1532 1540 1541 1542 1141 1544 1552 1053 1504 1555 1564 1565 1566 1567 1576 1577 1574 1588 1189 1590 1600 1401 1612 ...

DENS PO 0SX 0 XL LS"l .. 1.SFIO.0SS)

N11 PI IP2 6(2 NP4 tYPE I 1 2 13 12 2 130 00 47 1270.96 101.79 .10000 3 14 13 2 13000 .47 2201.42 1761.16 .10000 2 2 15 14 3 130.00 .47 13425.78 10900.62 .10000 2 2 4 I.cc..cc P1A.Q4OI Page 27 of 31

GEO.HBIP.02.07 Rev. I Attachment E excerpt from PD3B..O11 DKAX. 1.7221 0.clim 0-8. 0NS". 0012002 ACICUELEATION VALUES AT OChYCROPFIHNLAYER 11 - 20702 P.4. H02?. :I71I. 0812002 1

-O.:000517-O.:010047..0.000244 O .00O1 .0002. .051 ~ 0.000209 0.000631 0.00013220.000074060.0000444

.043 .011000 00204 0.0001a 0.0005 0000700 0.000484 0.0044-0.0030-0.000405-0.000402-0.000080 0.0002336 2 0.000711 0.0080 0.01001120.0010500 .000076-0:0002900-0.0004741-0.000300 4

-0.000072 0.000257 0,.00733 0-00001S 0.000832 .00051 0:.0001 I-.008

-O0004580.-0.0000.0004 0000302 .010 0000042 0.000850 .00042 6 O.0001150O.000208..0.000434-.o.000343-0.00001060 000041 7 0.1000797 0.1000970 7 0000804 0.000577 0.000248-0.000223-0.0003071-0.0002010.00027 0..000440 0.0008481 0.001022 0.000947 9.000428 0.000201-0.000170-0.1000340-0.00240 0 000000 0.000527 0.00090220.001107 0.00140210.000703 0.000274-0.000055 10

-.:000021-0.000158 0.00017) 0.000624 0.001015 0. 001201 0.002110 0.000790 11 0.00071 0.000005-0.000154-0.000043 0.000305 0..000750010 0.01 12 0001301 0.001003 0.000400 0.0002103 .002 0.0202 00000 0a00140 1 0.00111 0.00131S 0.0013223 .00520010I.0800001 .0 7 1 0.001423 0.00.1055 0.00342 0.002601 0.002481I.0450.02011I 0.001787 1 0.0060. 0081:0.02200 0.02101 0.0032225 0.00240300022385 0.003071 14

0.0 0'2080

0.00'22764 .00208 0.02170 0.002407 0.002912 0.003255 0.0023303 17 0.0023227 0.002834 0.002235 0.0029003 0.001402 0.001744 0.003 044 .02402 10 0:..00277 0.002022 0.002793 0.:0002420 :0.0010244 0.002352 .02342 001424 10 001744 0.002144 0.002512 002644 002407 0.002130 0.001017 0.0011032 20 0.0010014 .03400.0010 002701 0.002100 0.00201 0.001405. 2 0.003011 0.004a .042 0.0040 0.0020775 0.001170 0.0015003 001125 23 00 143 0.001023 0.000422 0.000080-0.003-.0040004 0.00000 22 0.0O 20011 .00. .050000070-0.000338-0.000034-0.000448 24

-0.0001225 0.000296 0.000443 0.000208 0.0000 12 0.000221-0.000245-0.000672 25

-0.00004-0.0007320-0.0003200 0.00000 0.000427 0. 000085 0.000442 0.000057 206

-0.0043-000050-.00044 0.00003-.000421-0.000100 0.000177 0 .03021 27 0.:000101-0.000102-0.000444-0.001058-0.0012219-0.001114-0.00l07410-0:.0.100300. 28 00.0000760.0000227 0.000117-0.000230-0.000401-0.001007-110.00222-0.0 101 20 J., -0.000740-0.000204 0.000030 0.000117 0.000054-0:.000310-0.0007-0.400140 20

-0.001300-0.011,75-0:.101~100000-0.00305 0.00002 0.000345-0.000010-0:.000403 21

-0 000800-0.012914-0.04 0001351-0O.0014000 -0.00105410-0.000170- .00013 2

-0002-000477:0.0000913.4.00120.0-01440.00142470.00013-0.00047143 23

-0000128-0.000008-0.0001 70 .000557-0.00103-0012 40010000100 24

-0.:002245-0.000800-0.000024-000072-0.00 0770-0.001150-0.001588-.0184I 25

-0.002014-0.001704-0.001230-0.000000-0.000621-0.0006320-0 .00004-0.001472 36

-0.00 2046-0.002478-0.00243600.002413..0.002107-0. 001470-0 .001282-0.001242 37

-0 001049-0.002154-0.002707 -0.03107-0.003210-0.002900a-0002503-.0105:.:S4 30

-0053-0.0140 0 0.060140..0.00304110.002501-0.00208:0.00312- .0204 2

-0.002500-0.00108-020103001447-0.001826-0.002040-0.002531-0.002007 40

-0.003023-0 .002041-0.00243)-0 .001087-0.001073-0.001040-0 .001910-'0.002422 41

-O0.002871-0 .003374-0.003470-0.003250-0.002773-0.002 223 -0.001701-0.015 4

-. 07-0 0.10021 .030 -0.003438-0.0.0234L2-0.001727-0.001010-00.00126 4'3 00010000140_0.000250-0.0074-0.001776-0.00112407-0.002673-0.002507 44

-0.00 ,10-0.0:013120-0.000752-0.0)00451-0.000500-0. 00003-000128-0 .001403 40

-00041-.010-0.00 0003 010004 0.1001030 0.001070 0.100077 48 0000604 0.0005 0:.000500 .0.'0010280.0014671 0.002340 0.002801 0.020 7 0.002410 0.002057 0.0014320: 0.0010011 0 -. 13070064 0-.00525 00 0.000 0.002000 0 0.0037401 :0.00420 0.00424 0.00400 0.002702 0.00230 0 30227 0.02454 4 0.00203 0.00407 0.00:45810.004521.007 30.002300.0020603 0001002 50 0.0010380.00140 0.002004 0.00024110.002477 0.00262I0.002248 0.001614 51 0.00:204 0.002125 .0045 0 00713120.00000

'002 0.0011 0002041 52

-0.0007-.0001-0~0252 0006470.0225 000-.0000016-.0140020

.0141000705-0.00147-0.0007100-00000 .040 5 30

-0.0014170012 .020 74..0.00078000050 .0053 0.010 .002 5 0.000704 0.0002477-.02n-0 000203025 00003 0.00082 0.00184 50

_0. 00232.023 .000075 0.000170-00064000500001

_.010 0 0O.000400 0.00012240.002001 0.003005-0.05274 30.002771 0.002775-0.002024 4 0.03142- 0.004003 .001741 0.004034-0.0017553 10.50117714 0.007274 0.000444 41 0050.000 .000.000270.00521 0.003 0470076 0:.'0074 00721 0 52015 0.07000.04080.05038.0 10020.00 00212 0.0 22050.0001548 4 0.002072 0.00200 0O0 0.00 0.00:0.00 0.0124 -0.000301 0;00004 .007 0

0. 0001450 0.00013300.00202110.001258-0.0027700-0.0o27710.00527790000302062 1

-0.0073255-.004471-o.0053oo..o.0027734 .o02175-0 .001200-0 .000001-0.001302 60 0.0005809 0.0014157 0.002102 0.0051435 0.00612 0.00027-0.00002-0.0110:1000 2

-000400-0.001421-0.00202-0.020.00 .00480.00330440.00 007543 0 .00807 7

-000373000.00302710.00310760.002252 0.000047 0.00134'I0002651 0. 0010807 71

0. 000223-0.000607-0.000028-0.000671 0.000057 0.000830002700072 7

-0.0037-.0223-0000680.0 12s -o.o1405..S0.0243001 2157090.0108543 73

-':0.00804-0.003044-0.00592300.0032175...00043500.002190-0.0000040.000015 674 0.002203 :0.005088 ::0.00824 0.0O107-00.011802 0.012111-0.012524-0.058 7

0.0 058 S00 Ia0.0)0 021 0.001531 0.0300130 0.010211 0:.000750,2  :.0l09000 7

0. 00140000.005008-0.003415 0.00364010.002280_0.000420.00208 j0.0047 70 0.000223 .004020 0.0024450.101 .014-00 1494-.00210-10.002501 78 11 aaa .030040 0010.0

-0.00042230.001298-0.0002-06 0004481 0.000526 0.00508* 0.0065287 0.000741 82

-0.007727-0.008217 .008032 0.001185-0.001052 0.10000 0.01081370.012113 84

_0.01044 0.-01 4170001802 0-.02.04970 .1 102175)0.022008 .0.01.400.02091 IS 0.035210 6 .3750 6 0.040 0144 0.02142 0.272121 0.022050 0.0104415 0 0.01020 6:0S.00320.003122u a.010043 10.0101200.002704-.054-.0 4241860 00 "0.047040-.048045-0.04703-150.04270.05052o0.02040-0.01020 .00031NO

-0.000272 0.004700 0.008000 0.000505 0.0010320.001417370.0114430 00106171 00

0.000023 0.004110.002021-0.00240-0.010802-0.013430-0.017710-0020085 11

~~~: -

-0.003474-0.006150-0.00040m-0.0.700180 o.'O'074-o0-003270-0.008770-0.000327 02 03 411..11 .0110111. .. 32 0: .052402-0.000248 04

-0.4502 0.3278 .000.008 022070.0 05..001o148529S 0 0121.0o21 S

-00004391-0:.004834.00OI472m .00242175o.o02174 0.030104 0.00232410 0.0205247IS 0 .007S2011739 0.01407280.021401 0.02071250.032124 0.025004 0.0322577 0 0.022410 0.02307 0:0.023442 0.017531 0.03122060.004334 0.020560) 0.004042 08 0.003512 0 20840.41420440.107840.021110-0.027018_: 0.0246 0..01147 100S

-0.02476800.020186_0.042073 30.040632 -0.040000 0.048242 0.o 104010 0.04318240 0.1021282 0.0047800.02023I0.1684 0.01222420.01080 0.00)04 0000801 102 0..00214-07.00:L0274-0.04051-07 .~00 0 03240 0201551- 0201521-0.0150 102

-0.0110470. 006158-0.0108278-0.0012204.0.010874..0.02 40-0.008770-0.0109717 104

-0:o.0Io424-0.046325-0 .0204731-00032453-0.002S4780.0165-.004724-0.00311201 105 Page 28 of 31

GEO.HBIP.02.07 Rev. 1 Attachment E excerpt from PD3B.Q40 WUADIMU A COMPUTERPROGRAtM FOR EVALVATIO4 StE

~~U.C.D SISOIC RAESPONfSE OF SOIL STRUCTURES li".1)99*

by 0 rIoio Dyd Hud.on.

IdHo4 Imi...S MODIFIED PR0 01.4.2 1973 by I.M.Idri00.

. Lyr it. H..SIO .1 . .

.................... .. .osoS.................

............ ................ .§**v...........  :*.w....... ....e v.*

PD03: HUHMOLDTDAY. ISTS1. SITE 4. PG&E. 06/2003 MORXzoNTALACCeLERATIOf 0nwsT FILE:

I B. 011 WtM FIFST LINE:

XKAX. 2.7220 S.c0i00 5-5. t1BPP. 08/2002 NO. OF ELEMEN7S1 1.59 .J .;

N.OFerODAL PO0IS4 . 1769 DrE01 s OF n0ED

• 3536 NALtt-RANIIDTH

• 44 CONTsROLLIN 214UT. 337 NO. or IFIED VIDRY CON4S0. 12C O0. D0 11or tERASIOtS . 1 SSLE PorTss laAD ItGAcnX) I....

LASS Q. 1ss. USED 1W1 To =0E0)

• 1 12000 tNT. r0. FS USED 0E12o0so O3EO . 1 12000 TINE DnERVAL OF RCORDS . 0.00o0 SEONDS STRAIN CONVERSION AC7OR . 0.S500 DAttPDf RATIO REDCTIN FACTOR . 1.000 ANOlIr IStPUS MOTION P011OD . 0.0o.0s0 SECODS EQ. tWLS. FAC'OOR e0001 . 1.0000 K1AX1MUM ACCEL. USED £0002. COMP. . 1.7220 0 SESS HISTORIES RE0U41TIED.

• AC NISTORIES IUESTED.

HL 3 SKIS COE" HISTORIES REOUESTES OUTPUT IFILES ARE AS FOLLOWS:

NODE 3 X DT IN FILE: PD0300.04 NZDE 34. X DIX IN FILE: PD3l0.4A NCZE 1375, NODE 7l5 X DIR IN XDrR DI FIL£ FILE: P03004.041A rD3rO3.

0100 1205. xDIRT IN FILE: PD3005.041 SURFACE 1. X D0 IN FILE: PDI3WO.0SC SURFACE 2. X DIX ND FILE PD301.osc SOIL DATA TAME FtOl FILL hb..oiln.d-

.......... ............ ww~@

AT4LEaALX SrPE NO. 1 MCCOLUS. I1 odulu. tor Cly PI 15 IV ..ti. nd Dobry 1091)

D= MPDD: d.o tor Cloy P1 10 UV ...i. &Dobry 1001£ STRAIN0 SmA~~~~f 0OOS

_----- _~~~------

TAN N

0.411 0.01 1.000 0.o00001 1.70 0.0003 1.000 0.0003 1)70 0.0010 1.000 0.0010 1.70 0.0032 0.040 0.0032 2.40 0.0200 0.820 0.0200 4..0 0.0314 0.-40 o.03C0 7."0 0 1000 0.400 0o.000 1. 70

.3'1 0 0.220 0.3100 10.30 1.0000 0.090 1.0000 20.20 3.2600 0.040 3.1900 23.00 10.0000 0.020 10.0000 23.00 rt kippzd]

ITERATION ND. 10 DttPDD SET AS1 -LLI TWO M PBDUENCIES, THE FIRST NATURAL FRIVUE"CY: lIRC 701 15.273: PERIOD. o.411 SE, 1 T01ES SH£ 04rt0RAL 00. Irc FR11 10.273: PERIOD. 0.411 SEC TIME 010U0RED FOR FORHATIOt AND TRIAWULIIASTI4O OF MATRICES 0. SEC HODULI (£NO: ItSF or SI: a/tM21 AND DAMnPLo ELnI 0-USED 0-NEW1 D02-G DAMP-USED DAMP-NEW DIE-D0np 1 107.) 000.3 -0.1 0.00497 0.00419 0.1 2 750.0 75.3 -0.1 0.13225 0.13250 0.0 3 20075.3 50070.3 0.0 0.0-977 0.05973 0.1 Page 29 of 31

GEO.HBIP.02.07 Rev. I Attachment E 4 08322. 1026.0 0.0 0 07610 0 07645 0.1

-o.2 0.1t334 0.13321 0.1 5 2047.0 2031..

0.14322 0.0 205 3.5 2054 .8 -0. 0.14327 7 1007.6 1002.7 0. o.1520 0453 -0.1 O 1 .1 1S6 .2 1.0 0. 1427 0.1347 -0.4 O is11 1l6ed0 0 2 0 17031 0.17051 -0.1 10 10aS 0 I1sl 5 0.1 0 17452 0.27464 -0.1 11 60.5 602.7 -0.2 0.018577 0.0o 59 0.1 12 759.7 760.1 -0. 1 0.13251 0.12245 0.0 0.06400 0.0 13 0610 0012.2 0.0 0.06603 0.1 124 0612. £67.3 0.0 0.076a 0.07062 0.52 15 2008. 2072. 2 -0.2 0.13233 0.13217 0 .14251 -0.1 16 2040 7 2071.0 -0.1 0.14257 0.2 0.15251 01527s -0.0 17 2000.0 2004.3 -OI

-0.1 1i 1080.4 1870.7 1.0 0. 1274 0 .632 19 I1300 1041.4 0.2 0.17020 0.17055 -0.1 20 11o0o. 207S.4 01. 0517460 0.17432 (li-. skippodI PEAK MODAL ACCEILEATION VALVES O 1q0 XOR YOn X-ACC AT TIE Y-Asc AT Tin NODE I -275.0 2.0 1.7477 23.2900 O0.0000 0 .0000 2 -275.0 -2.0 1.7226 23.200 0.0000

0. 000 3 -275.0 -6 0 1.6620 23.2850 0.0000 0.0000 4 -275 0 -11.0 1.4642 23.2950 0 .0000 0.0000 5 -275.0 -16.0 1.4421 2 2.850 0.0000 6 -27s 0 -21.0 1.760 23.2850 0 .0000 O.0000 7 -275.0 -24.0 1.5040 23.2950 0.0000 a -275.0 -21.0 1.4439 23.3050 0 .0000 .0000 9 -275.0 -3o60 1.421 2 .2450 o 0000 0 .0000 10 -27 O. -41.0 1.4407 23 2250 o.0000 0.40000 itJ_ 11 -275 0 -46.0 1.4727 22.2250 0.:0100 22.4250 12 -20 .0 2.0 1.7440 23.2:00 0 .0172 12 -260.0 -2.0 1.7200 23 .250 O.0100 21. 500 24 -260.0 -8.0 1.6604 23 .250 0 .0120 15 -260 0 -11.0 1.6526 23 .2050 0.0119 21. 9500 16 -240 -16.0 1.401 2 .2050 21. 950 1.5744 23.2.00 o0.0004 17 -260.0 -21.0 0.0074 21.0050 IS -240 0 -24 .0 1.5033 23.2050

23. 050 0 .0054 21. 600 10 -260.0 -31.0 1.4624 0 .0035 21.0400 20 -260.0 -36.0 1.4203 23.2450

[lims okippod)

PEAX ELEDDnIS O1M:PsI or SI: N/KM21 AND STRAINS (TPlEN ELM SIC-X SIC-Y s01-n EPS-MAX AT TSlf 2.7 447.9 0.064 111.1 0.173 23.205 116.0 0.7 1301.8 0 .026 12.1 23 .200 33.2 23. 225 02 .0 24.9 20.5 5247.8 0.257 23.300 6320.4 22.300 58.1 7374. 4 23.305 7 162 6 23.155 121.7l 02393.1 a.446 260.2 9270.2 23.320 11 50 630' 0.507 3s .o 71.7 0. 540 23.310 10 10321 .

32t.1 44 .2 5.040 23.295 11 7 .3 12 3 .2 12.1 1204.2 0.172 23.300 12 2502.4 O0.032 23.295 57.0 4002.5 0.050 14 23.205 31221 00.3 21.300 15 902 7 5210.3 0.253 241 1206.3 110.4 .2:9 7 0.304 13.300 1063 - .l 24 .0 17 145 7340.I 0.346 23.305 0372. O. 444 23.305 1:90,2 10 156.0 0370 .0 0.507 23.320 1206 ' O. 550 20 1221 .2 217.1 10327.0 23 .3 la (li.n okippodi I MAX 0 MIN SEISMIC COEUICIDES SW7ACE WEIhSILW or NI A-DIRECSION NECATIVE POSISIVE 1 901C6.:250 -1.4252 2.0039 2 1151090.8750 -1.4233 1.1214 fUXTIC CYCLE 8I. 10 AVE OVEFJLL DA1M . 0.142 TIMs REQUIREDF0 12000 STEPS - 172. SEC

• .END or JOB *-

Page 30 of 31

GEOHB IP.02.07 Rev. I Attachment E excerpt from PD3BO1.QSC 0FD30, WLJm0OLD?RAY. M1071 S2TL 4. 1060E. 06/2003 0.0000 0.000000 -0.000001 .0.000002 -0.00000.. .... 00000 .0."00,00,13-0.0000

-0.0001 -. 001 0 -0.000001 0.000009 0.0009 0.000 0.0030 .0000a30 00000 ...0.004 003 0.002 0.000 0000077 0.000009 0.000100 0.000107 0.0001 0I.-00113 0.000116 0.000 121 0.000129 0.000140 0.000103 0.000140 0.000174 0000100o 0 0.00018 0.000103 0.000134 0.000100 0.000104 0.000204 0.000214 0.000224 0.000231 0.000234 0.000234 0.000232 0.000230 0.000231 0.00023500.00241 D.000249 0.0002.16 0-.000.261. 0-.000361'0:.00l210 0.000204 0.0002020.000249 0.000201 0.00020 0.,00022 0.0020 0.000271 0-.00.02710.0002I03 0.000263 0.000259 0.00025180.000260 0.000266 0.000273 0.00200 .0.00204 0.0021 .000 0.1:

000281 0.01111.0111

.:0002 70 0:027 0:.1000204 a.000292 0.000101 0.00030 0.0031 0.003210.00032 0.000223 0.00.33 0.000127 0.000334 0.000345 0.000358 0.000370 0.000300 0.000387 0.000391 0.00034 0.000209 0.I.10004010.000410 0.01.0043~3 0.1000400 0.00046011 0.000404 00070.009 0002 0.034 0002.00000070 0.000004 a0.00063 0.000'669 0.0007092 0.0005734 0:0000766 0'.000799 0.000030 0.000077 0.000020S 0.000970 00130 .009 00010 0012 0.001200 0.001141. 0.001400 0.017300034 00104 .001 "

0.0036 0.00106 0.00146 0.020 0.00206 002133 0.002197 0.002'202 0.0 0.0 0.0309 .040 0.00249 0.002537 0.002571 0.002500 0.002421 0.0026451 0.00023630 0.002077 0.00((2000

.029602 0.002677 0.0020 0. 0033 .04 0 0.008200 0.0026590 0.002699 0.002310 002 0.002017 0.002S30 0.002490 00040 0.0241 00036 0002106 0.0021410038 0.002030 001:73 0.00191 0.000.431 0.001770 0010 0.010160 0.001620 0.002046 0.001476 0.001400 0.001342 0.00127500.000443 0.001131 0.001009 0.000079 0.000903 0.000032 0.00076 S0.000703 0.000SO4 0.000524 0.000402 0.0003990 0000336 0.000,2766 0.000220 0.000170 0.100010 00003 0.00002 0.000001 -0.-000062 -0.000007 -0.00120 -0.000170.

-0.00020 -00023 -0 .00209 -0.000200 -0.000404 -00090-.00 320.4000342 0.0367

-0.00020P1-0.000413 -0.000431 .0.001044S _0.000033-0.003 0.000400 -0.000467 -0.000470

-0.000400 -0.000490 -0.0,00013 -0.000124L 0003 0003

-0.0013-000022

-. 0032 0.0057 -. 00042-0000540 -0.000047 -0.000044

-00038 _0.000302 _0.000024-0.000321 -0.000021 -0.00002S4 -0.001249-01.1000033

-0.1000034-0.000532 -0.000524 -0.000321 -0.000521 -0.0001 000002V0-0.002

-0.0037 -000004_0.000000 -0.000060 -0.000562 00001-0006

-0.0003

-0.0007 -3 004 2-000 -0 -0.000004 -2

-0.001-000014 -0.000410 -0.000027 0.00061 -0000622 -. 0.000620-000:06410155-0.000002 -0..000079-0.0100003-10.0010,6 -

-00.00057,20 -0004 0000.000 .00720-0.000 01-0.000034 -0.000fi02-0.0009

-0.000014 -0.000622 -0.000003 -0.000675 -0.001000 -00.000630 -0.000069 -0.00107;I

-0.001012 -0.001740 -0.001259 -0.001070 -0.001320-0.0018301 -0.00106: -0.001400 _0.001804

-0010 000400.020-.060-.0-0.000.0104-00082 00216-.0020.00 -0

.002232 -0.00221 -0.002270 0.100~1320-.010 -0.0222 0.037-.3-0.00 0.002347 -0.00~2340-. 002203 00 6 -. 002271 -0.00204

-0.002390 .4.002S40 -0.Ca02410 0.00210: -0.0027310 -0.0012300-0.0023026-0.0002371 a0020I00030-.030_0023 -.037- .00311-4276-0.020

-0.001903 -0.001003 -0.0021211-. 0012010-0.0012710-. -0.00 -0.001264 -0.0174

-02122] -0.002140 -0.001232 -0.001360 -0.002270 _0.001290-0.002210 -0.0012324

-0.:00100123 -0'.001010-0.000234 -0.0000309-0.000353 -0.000300 -0.000061 -0.000438

-0.000349 -0.020022 -0.0004105 0.000017 -0.000410 -0.000307 - 0.00030 0.000071

-0.00073 0.00024 -0.002004 05.001066,0.002704 -0.001230 -0. 400044 .001023

-0.001773 :0:.00102:-0.027.00  :

002326 0.002373 0.011 .02112 -0.002002 0.002007s 0.004 00000 03 0020.002 .0023 0 0.03206 0.0012460-0.003200 -0.001200 0.002002 :0.003012 _0.00139 0020

_.001 .000 .008 0034 0.014 00029 0010.00.00210Da0 0027 -0.0030062 -0.00220 -0.002042

-0.00203'1-0.0002302 0.002004 0.0000244 0.002010 0.002060 0.002175 0.0020038 0001005  ::0.001093' 0.000770" 0.0100 .001117 0.0017a .0216 .010 0.000024 0.0030717 0.003072 0.0003300 0.000330 -0.000070 -0.005029 -0.002049

-0.0010028-0.003192 -0.003973 -0.002009 -0.003512 -0.003503 -0.003200 -0.00304.

-0.001210 -40.001203 -0.001094 -0.000900 -0.00070 -0.0030703-0.00003 -0.000802

-0.0002 -0.000100 -0.000254 0.000100 0.002302 0.000201 0.000170 0.001028 0001200 0.001003 0.001770 0.002305 0.0023151 0.03720 .0210 .038 0.003102 0.0030717 0.004106 0.0040339 0.000136 -0.0306 0.020 .0006 0.003 0.000900 0.006007 0.006162 0~~~~~~~~~~~~~~~~~.00623 0.000863 0.000707 0.006343:

01.000107 01:.0012109 10.000100.000241 -0.001047 -0.000442 -0.000032 -0.001220

-0.0060001 019

-0 -0.0011220-0.:002712-0.003067 -0.003413 -0.003701 -0.004004

_0.0044014-0.004097 -0.004972 -0.000100 -0.007300 -0.0010400-0.0010362-0.002421 -.046

-0.000000 .- 0.0001123-0.003 0003 0002 -00.01001031:-0.10047 Ss0401-.040 0:.1100400-- 0.00602 -0.-004000 0.047 0.043 -.04 0.032-.010-.001-.0-0.000.00366 -0.200.403'O0.0037 -00001

-0.0027305-0.00204 -30.002390200022062 -0.001030 -0.005103 0.0034710-0.00137

-0.00322930.001375 -0.003430 -60.00104 -0,001763 -0.001902 0.002140 -0.00552319

-0.00207 -0.002612 -0.002712 -0.0272-0000 - :0.002732 -0.0102031. -:01.002420

-00210-00104-00347-0.000-.03 -- 87 00,.0009 0002 .00235 0.0420.001942 0.0040 0.002430 0.0031 0.0306370046 0042

0.004940,7 0.004227 0.004347 0.003709 0.00936 0.0041 0 0006271 0.0026400 0004000 0:.10020470.000341 :0.00600 0.0603 0.006043 -0.000933 -0.00012'0

-0.001032_6 0.004722 0.00411 _O0002340 .00306 70.00316 0.0000375-0.00409

-0.001401 -0.003067 -0.00434 -2 0.006820 -0.005835 -0.0000O -. -' 0990 -0.030218

-1001119 -0.01104051 -0.0.1324 -0.0111322-0.0137219 -0.001413 -0.01440 -0.004772,

-0.001 0 .010203 -. 01023 -0.010300 -0.0102770 -0.010270 -0.00006: 0-0.01477081 2 0.01310 -0.012646 a0476-.130 -00101 -0.011134S -0.001273-.0 034

-. 003701 -0.002542 -0.002026 -0.002106 -0.001350 -0.002763-0.001404 -0.00074

-0.0 12203 -0.001340 -0.014700 :0.0100157-0.0017375 0.019721 -0.20072 .0' 41

-0.02221' 0.0022947 .0.020061 0.026020 0.0020007 0.0027372 0.00374 :00 0.0"37727'

_...027462 0.0200 0.231 10.02046 -0.020112 0.000424 0.0106042 0.0246071-11111 0.14129 0.0011617 0.009,143 0.0072 0.04007 0.003.06 00070 -0.000010 0.075 -. 0030

-.020-.043-.062-.000-.030.00.007009 0102 -00:8 .034 -. 064102

-0.000094 -0.005270 -.102 -0.01730 -0.012000 -.

-00S7o-o 169-0060 -. 146-0003 0 .03001-0.010620 -0.01006

-00670-.01060 -0.0165421 0.01637 -0.1062 -.104-.109-0101

_0.001400 .- 0.010642-0.010434 _0.017602-0.018401 -0.0102019-0.0309190-0.030708

-0.021337 -0..01020 -0.022201 -0.032244 -0.0132009 -0.0221330-0.0224401-0.022472

-0.0217603-0.021203 -0.020604 -0.01002'S-0.010004 -0.015110 -0.027000 -0.010766

-.01 4200-0.013791 -0.0306331 .0.002005 -0.007224 -00.000209 -0...603173 -0.001360 00 003770 -0.002302 0. 0020 -0.000001I0.0073 0.000-0216 01.0141-00730.01074 0.012540 0.010403 0.01004360.01070 0).00134. .003 0000

.00011947 0.012017 0.013613 0.0724760 0.0160003 0.017300 0.09072 0.620060 0.021622 0.0227012 0.023820 0.024974 0.020101 0.026103 0.020316 0.60921: 0.0902712 Paue 31 of 31

GEO.HBIP.02.07 Rev. 1 Attachment F Attachment F SPECTRAD Jo .,1 Input and Output Excerpts (see Table 7-7 for listing of files)

Page 1 of 19

GEO.HBEP.02.07 Rev. I Attachment F SPECTRA1.INP PDlAOO.Q4A PD3BO2.Q4A 0 PD3B02.050 PDlAOO.Q4A (SF10.6)

PDlAO0.050 4 12000 1.0 0.005 1 0.05 (8F10.6) 4 12000 1.0 0.005 1 0.05 PDlAO1.Q4A 0

PDlAO1.Q4A PDlA01.050 (8F10.6) 4 12000 1.0 0.005 1 0.05 PDlA02.Q4A 0

PDlA02.Q4A PDlA02.050 (8F10.6) 4 12000 1.0 0.005 1 0.05 PD3AOO.Q4A 0

PD3AOO.Q4A PD3AOO.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 PD3AO1.Q4A 0

PD3AO1.Q4A PD3AO1.050 (8F10.6) 4 12000 1.0 0.005 1 0.05 PD3AO2.Q4A 0

PD3AO2.Q4A PD3AO2.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 PDlBOO.Q4A 0

PDlBOO.Q4A PDlBOO.050 (8F10.6) 4 12000 1.0 0.005 1 0.05 PDlBOl.04A 0

PDlBOl.Q4A PDlBO1.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 PDlBO2.Q4A 0

PDlBO2.Q4A PDlB02.050 (BF10.6) 4 12000 1.0 0.005 1 0.05 PD3BOO.Q4A 0

PD3BOO.Q4A PD3BOO.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 PD3BO1.Q4A 0

PD3BO1.Q4A PD3BO1.050 (SF10.6) 4 12000 1.0 0.005 1 0.05 PD3BO2.Q4A 0

Page 2 of 19

GEO.HBIP.02.07 Rev.!

Attachment F SPECTRA2.INP SIAA.ACS 0

SlAA.AC8 SlAA. 050

(=E15.7) 2 15999 1.0 0.005 1 0.05 S3AA.AC8 0

S3AA.AC8 S3AA.050 (8E15.7) 2 15999 1.0 0.005 1 0.05 S1BB.AC8 0

S1BB.AC8 SlBB. 050 (BE15.71 2 15999 1.0 0.005 1 0.05 S3BB.AC8 0 j, S3BB.ACB S3BB.050 (8E15 .7) 2 15999 1.0 0.005 1 0.05 Page 3 of 19

GEO.HBIP.02.07 Rev. 1 Attachment F PDlAOO.050 oWSO. 050 PDIJ. HUPMZLDTrAY, 1570. SITE 4, 001. 06/2003 12000 point. O OOS dt V0rt*rt. .-.

07 1 0.01000 0.00333 0.09547 2.09104 1.33929 1.0015I 2 0.01500 0.00750 0.21.9. ..14109 1 32452 1.00325 3 0.02000 0.01331 0 392121 4.20140 1.34556 1.00021 4 0.02S00 0.02095 0.4102 5.27332 1.35114 1.0104A 5 0.03000 0.83037 0.0543 6

.2122 1.35030 1.0180 0.03500 0.04103 1.2837 7.47141 5.3.728 1.02230 7 0.04000 0.05516 1.80447 8.66519 1 318701 1.02702 0 0.04200 0.06152 2 07041 0.20300 1.40441 1.05042 O 0.04400 0.0000 2.42710 9.8020 1.42010 1.00603 10 0.04600 0.07712 2.021 10.53390 1.4004 1.007O0 11 0.04800 0.08725 3 74107 11.42454 1.52407 1.14014 12 0.01000 0.00770 *.01742 12.20400 1.57441 1 1741 13 0.05000 0 .11774 4.0751 13.45050 1.542 1.17204 14 0.04000 0.13376 50.0117 14.00743 1.50302 1.12402 10 0.04500 0.16227 6.17306 150.1575 1.549322 1.1044 1i 0.07000 0.10570 8.59547 17.56630 1.60497 1.20027 17 0 07000 0..2222 11 12470 13.62012 1.00474 1.10261 i aOS000 0.25552 12.24444 20 .7776 1.7530 1.20284 11 0.05000 0.30002 15.20740 22.76806 1.71474 .121235 20 0.00000 0.36900 15.40530 25.82685 1.04425 1.37921 21 0.00500 0.40704 18.03401 26.02126 1.02223 1.36274 22 0 10000 O.441,5 21.1 ,22 29.00035 1 .. ll. 1.32740 23 0.11000 0.44070 27 40042 ]3.0101 2.14776 1.4061 24 0 12000 0.11660 30.2526 42.75041 2 .2046 1.71605 25 0.13000 0.99000 39.737n0 47.05022 2.35537 1 76144 2 0.14000 1.11040 4.4650 00.2464 1.30034 1.72029 27 0 1:000, 1.274 74211 0 23505.55 1 70042 28 0 100 I $4,,0 5340SI 72.62592 2.92669 2.I18ll5 20 0.17000 2.04122 07 7101 75.44323 2.0507S 2.13103 30 0.10000 2.54107 74.70020 ts.70014 .1"765 2136.90 31 0.1000 2.2900 77.06652 84.94234 2.350 2.105 32 0 20000 3.34704 100.41004 104.40710 3.43126 2.56403 33 0. 22000 4.2204 100.24632 122 .00000 2.0454 2.:004 34 02 4000 4.076 1132.1713 120.5240 .2I 214170 35 0.20000 5.36421 129.36870 129.68249 5.20871 2.3100 3 0.25000 5.77230 153.20727 151.00242 3.40309 2.61272 37 0.30000 *.00050 1.44 .70010 7.6400. 2.05015 2. un17 30 0.22000 0.120 1.004 1 7no75 2.4179 2.70544 2 0.24000 3 *.10702 140.0040 162.01413 3.04720 2.2nn70 40 .34000 *.27074 170.45b05 163.55020 2.02290 .1050'3 41 0. .500341 .000 170.01224 150.40000 2 .4220 2.00502 42 0.40000 11.3lO 0 15427 020 1710.001 2 47571 2 is.57 43 0.42000 12.00725 179.75081 2U8.40400 2.J0570 2.1 600 44 0 44000 14 00020 207.01412 20 .32170 2.04725 2.20407 40 0.46000 14.00)0 197 4434 2003 5550 .0152 2.13224 46 0.48000 12.02402 171 .2431 100.00464 2.42411 1.01200 47 0.0000 10.4402 159.44859 105.33957 2.51273 1.07012 40 0.5.000 10.36351 165. 7737 221.20022 2.5."3 1.3424 40 0.00000 22 17700 178.02422 232.22405 2.48733 1.36013 00 0.65000 20.07250 209 03111 200.60503 2.00777 1.02028 51 0.70000 3207250 234.3010 207.00200 1 .4454 1.07769 S2 0.75000 37.010 209.73331 317.32450 2.71900 2:.0244 53 0.00000 44.96410 259.55U 353.14711 2.00 10 2 12535 54 0.05000 40.11322 29 .030101 3.304420 2.17499 2.0001 SS 0 .0000 52.14270 330.16003 04. 02533 2.60174 1.04560 04 0.00000 51.25407 202.55475 330.60404 5.29030 1.71151 57 1.00000 0 S. S0.0 2.60 1 244.74323 2 34574 1.75420 50 1 10000 71.20224 200.47340 440.25107 2 39$26 1.79352 90 1.10000 0.40:7 420.03224 472.44111 0 2 5.750 1.09749 401 1, 000.00004 471230400 532.00222 2 .2500 1.97101 01 1.40000 132. I24110 .74512 507.27fU 2 74371 2.0S1OS 42 1.S0000 142.72266 400.60211 5017.3527 2.50333 .01400 42 1.0000 201.74217 624.11743 635.16003 2.55689 1.11215 44 1.70000 105.1411 404.03220 610.40054 2.31240 1.72030 4SS 10000 171.07094 S020S19 597.10140 2.13874 1.0144 66 1.00000 16$0.5201 603.74227 557.72408 1.00026 1.41227 07 2.00000 152.32760 564.11273 476.74060 1.54330 1.21403 00 2.20000 13.371440 477.50345 390.46170 1.14274 0.05534 00 2.40000 U71100 440.7 .3..2 .s2so.500 .4207 70 2.40000 145.50441 42253032 251.62707 0.617363 .0034 71 2.00000 1l.3S705 474.70474 350.0 64 0.30775 0.o404017 72 3.00000 144.70000 453:13740 203.24611 0.4020 0.04310 73 3.20000 142.04 4 445.00254 260I7501 10.0 440 0.4213 74 3.40000 140.27238 43 63 1 25. 22275 .402.0 0.20,5 75 3S00000 130.021IL 435.30935 240 .0024 .. 42337 0.32424 76 3.00000 122.1203 430 9711 21.77544 0.37470 0.20020 77 4.00000 145.43021 410.472 220.44127 0.53921 0.27611 70 4.20000 153.17749 400.70075 22.15300 .35257 .2436 70 4.40000 101.40472 205.40200 220 2 0.3240 0.25232

0 4.0000 157.60002 204.64504 215 279722 .'0120 22532 01 4 .0000 1.5:60202 273.4005 200.01030 0.20111 0.21022

• 2 0.00000 164.772 244717S0 205.0271... 0.2700 0.2020255

• 2 50.0000 24.31405 22.2.0000 187.71284 0.22201 .14404 4 0.00000 134.01110 200 41015 105 417 0 .. 20000 0.15070 05 6.50000 173.35015 2..07400 147.56863 0.16643 0.12444 00 7.00000 1564.2620 247.50165 140.17157 0.12023 0.00404 87 7.50000 164.34372 278 74023 131.35579 0.12000 0.00 0:1

$8 6.00000 205.42021 270.3121 161.49374 0.12985 .0A0710 0  : ,O00 252.21222 269.34150 186.42402 0.14147 0. 0500 0 0.000000 251.09931 256.53802 100.4001§ 0 .. 012054 0.0 007 31 .50000 257.75140 268121000 170.47171 . 01000 0:.0 1 02 10.00000 230.82245 274.85574 145.0300 I0.003.0 0.07021 02 11.00000 171 54047 20.37000 101.0207 0:0I200 0.04160 04 12.00000 1582.7553 231.5505 4

• 3.14010 0.0405 0 0.505 5 13.00000 147.45014 206.12275 71.24030 0.03800 0.02908 94 14.00000 130.05101 283.01447 *2.7440 0.03255 0 02434 07 15.00000 134.08040 281.4520 56.0S010 0 0211 0.02102 Page 4 of 19

GEO.HBIP.02.07 Rev. 1 Attachment F PD1AO1.O0O Pi2A01DS00 P512A. MOGMDT MAY. MSIX? srl 4. 5063. 04/2003 12000 pint. 0 at p-r..r s a005 a t..d. .wps..r 17 1 0.01000 0.00330 0.00432 2.07105 1.32656 1.00190 2 0.01500 0.00743 0 21702 3.11122 1.32843 1.00332 3 0.02000 0.01321 0.39127 4.16114 1.33256 1.00643 4 0.02005 5002077 0. 2447 S 22031 1.3274 1 .0101.

0.03000 023004 0.91711 6.29003 1.34414 1.01516 6 0.02500 0.04119 1.30130 7.23500 1353118 1.02200 7 0.000Go 0.05490 1.82110 *.80747 1 37850 1.0412 o 5.04200 0.0110 2.00000 0.1000 1:35100 1.00209 O 0.04400 0.08522 2.45284 0.74200 1.41354 1.07137 10 0 04800 0.07833 2.55061 10.45453 1.45423 1.0988 11 0.04300 0.0I862 3.77783 11.33140 1.51200 1 14108 12 0.05000 0.0172. 43 4745 12.20514 1.53702 1.17642 13 0.05100 0.1145S 4.42737 13.31459 1.55440 1.17329 14 0.08000 0.12502 5. 1105 14.13010 1.51321 1.14287 15 0.06500 0.16371 4.3453 4 15.82014 1.58245 1.18082 18 0.07000 0.15554 3.89782 17.55347 1.80427 2.3114 17 0.07500 0.22136 11.35458 18.54454 1 .0640 1.13105 10 0.0000 0.22769 12.51004 21.007 1.6e230 1.27357 1a 0.08500 0.30392 15.31040 22.445a4 1.89503 1.21023 20 0.05000 0.36686 15.34134 25.81190 1.8270 1.0055 21 0.05500 0 40303 17 48340 28.89042 1.80807 1.24557 22 0.10000 0.45708 20.79039 20.71901 1.83687 1.3947 23 0.11000 081050 17.074 34.01404 11485 1.59723 24 012000 0 00305 30 3772 4204508 2 25497 1.70309 25 0.13000 0.58,10 35.70744 47.0513 2.35341 1.77760 28 0.14000 1.117U I3.20511 50.18870 2 97434 1.73233 01500 1 26231 4 44500 52.8703 2.25774 1.70515 29 0.18000 1.01535 S.OS841 71.205U1 2.8870' 2.1471 25 0.17009 2;00140 6811390 74.08971 2.75843 2.11204 20 0.28000 2.43293 73 04127 7 . 87074 3.05716 2.33117 31 0.19000 2.57110 75.04095 85.02407 2.87257 2 18055 32 0.20000 3.309332 0.14080 105353 35204

.9525 2 53237 33 0.22000 4 21735 106.04855 120.44724 3.52134 2.855O 24 0.24005 4.03679 112.02550 11.77252 3.10590 2.40634 25 0.36000 5 1208 12 2.033 127.60017 U.10236 2.33841 34 0.23000 4 S.727 150.57764 14.01314 3 4382 2 51729 37 0.30000 7 87438 141.56441 164.92042 3.53287 2.7127 33 032000 9.02033 188.11130 174.1700 3.05751 2.98889 39 0.34000 3.48090 158.87262 180.05305 3.03022 2.28342 40 0.32000 5.27322 185.70843 141.8604 2.8 322 2.19505 41 0.38500 3.1020 160 72838 157.16333 2.68100 2.00573 42 0.40000 11.4502 168.72920 17.2495s 2.87728 2 .518 43 0.42006 12. 7013 179.01404 188.04875 2. 8212 2.1767 44 0.44000 14.08331 208.03242 201.10918 2.t4325 2.22293 48 0046000 148477 154.88234 203.05353 2.84244 2.14879 4 0.48000 13.81108 171.41353 1805.3124 1.42314 1 $3041 47 0.50000 13.54274 150.76845 195.31613 2.51291 1.30790 40 0.55000 19.37275 185.41371 221.31427 2.53801 1.05483 49 0.60000 23 20736 173.10257 232.08020 2 49102 1.03137 10 5..5000 26 1233 220516643 260.14636 2 57251 1.04297 01 0.70000 22.13700 234 60625 283.46223 2.64504 2.00117 12 0.70000 27.04630 269.I334 310.0573 2.71493 2.0007 52 0.80000 41503479 29. 78354 353.70242 2.34423 2.14973 54 0.31000 45.26253 298.98315 302.55637 2.75324 2.07142 55 0..0.000 .22244 316.6159% 384.5832: 2.60172 1.3801 SC 0I.90001.43038 302.91889 340 13079 2.30209 1L73I28 57 1000500 .135001o2 .02452 365.2701 30 24031 1.7427 58 1.20000 71. 1463 290.76458 410.77039 2.40123 2.85383 59 1.20000 *0.54079 431.05523 474.11234 2.54012 1.92346 40 1.30000 110.18253 478.33975 532.53638 2.83778 1.9222 41 1.40000 133.21342 811.0603 597.86041 2. 74641 207426 62 1.50500 143.8185 810.23712 513.23712 2.51508 1.S372 63 1.60000 181.2012:a 624 .114 635050146 2.55820 1.03221 84 1.70009 185.28404 804.30094 818.82513 2 31401 1.74789 85 1.10000 171.20082 513.4387 557.0318 2.4023 1.41644 86 1.90000 188.76021 803.4270 550.14800 1.3072 1.4271 87 2.00000 112.48a5603.68652 479.0421 1.54406I 1.1817 83 2.20000 136.81114 47715076 O 30.73169 1.14460 0 .6447 8I 2.40000 131.40503 439.7871 344.01767 0.12697 0.70011 79 2.8000 1415.002 423 35532 351.11001 0.87404 0.4015 71 2.80000 11543011 474.56430 351.02335 08 008 0.63021 72 3.00000 144 84688 452.1187 302.38812 0 .1529 0.49311

.73 3.20000 142 02775 444.76243 290.03441 0.50702 0.42836 74 3.40000 140031009 438.41918 255.20242 0.45322 0.37251 75 3.60000 136.06027 25.15201 240.98083 0.4370 0 3276 74 3.60000 122.3415S 430.72773 218. 396 0.37438 0.28314 77 4.00000 145.45442 410.68088 282.47528 0.36.28 0.27350 70 4.20000 103.10812 404.50645 229518387 0.35262 0.23632 79 4.40000 161 51205 3503.2367 230.63287 0.33744 0.25488 60 4.80000 157.82430 334.37407 215.30060 0.30133 0.22758 1 8.80000 15.18 27 . 209.1213 0.21 1 0.21232 62 5.00000 186.1842 384.45776 209.00835 0.27095 0.2041 63 5050000 164.31344 313.67936 137.71147 0.22213 9.1"77 34 6.00000 1661132 280.28806 115.42627 0.20040 0.15831 65 6.50000 173.3551 284.54289 167.57657 0.18444 0.12571 00 7.00000 158.10377 387.21838 140.17407 0 12023 0.05780 87 7.500000 168836255 276.43438 139.37157 0.12010 0.05071 08 3.00000 205.84372 27. 59277 181.51221 0.12504 0.09808 0 8.50000 252.22404 26 .03364 136.44357 0.14148 0.106 50 9 00000 4 ? 256.00027 130.60141 0.12954 0.007 2 s.50000 257.72038 287.5973 170.4571 0 5.1107 5.08788 92 10.00000 230 .122 278.05036 15.0277 0.09392 0.07003 2 11.00005 178.54341 280 75452 101.50374 0.00101 0.04813 0 12.00000 1503.1301 287.47711 83.1141 0.04811 0.0383" 30 13.000 147.60201 230.53115 71.33868 0.03205 0.02941 16 14.00000 139.09439 232.7007 42.78446 0.0323S 0.02481 97 15 00000 1234.915 2 31037 56.54110 0.02013 0.02125 Page 5 of 19

GEO.HBIP.02.07 Rev.1 Attachment F PDlA02.050 POUoL2.05D PIDL: NMUM07r MAY. XS3S31 SITE 4, 01:. 06/2003 12000 point. 0.00 dt p-r .r.r- t.4v~ pw..asr 97 1 o.01000 0.00227 0.00424 2.05505 1.32125 1.00112 2 0.01500 0.0073S 0.21909 2.09007 1.32247 1.00350 2 0.03000 0.0215 0.3o451 4.13235 1.12321 1.00449 4 0.02000 0.02062 0.02754 5.10240 1.32776 1.00987 5 0.02000 0.02001 0.02027 4.25402 1.22028 1.01500 0 o.04108 1.30175 7.2 400 1.24042 1.02435 7 0 00oo 0.054o2 1.82200 8.57952 1.17442 1,04527 9 0.04200 0.06090 ..

2.10000 I 48 13904 r05770 9 0.04o00 0.08010 2.45757 0.71112 1.41349 1 07500 10 0.04400 0.07020 9 2.722 10.1 014 1.4511 1 10371 0.04000 0.0020 2 72178 11 290 1.50072 1.14000 11 12 0.0o000 0.0081 4.95007 12.104) 1.55222 1.1S142 13 0.00000 0.11501 0.43500 12322948 1.54057 1.17554 5.70224 14.21750 1.5155 1.15294 14 0.0000 15 1 O 00 0..1277 0.405 0.1:40S 4.399 4.3ss 69 5 ~

15.a58153 az 1.50704 1.579 1.10101 lss 1.21510 10 0.07o000 0 9.71300 17.47844 17 0.07500 8.22230 114 7502 10.07220 I.s945 1 21210 0.27014 12.0755 21.2103 1.7000 1.20831 13 0.0000 19 0.o.950 0.20104 15.5121 22.25253 1.08300 1.27291 0.3 447 I 32100 25.40000 1.10647 1.38108 2 0.00000 21 0.0950 0.40152 17.0099 20.55012 1.79882 1.3881 22 0.1000O 8.45450 20 .3099 20.56714 1.82950 1.10149 22 0.11000 0.02351 26.71fl7 25.01505 2.09474 1.00504 24 0.12000 0.7 005 21.S 553 41 38313 2i21737 1.68051 25 0.12000 0.98445 39.48247 47. 083 2.34542 1.73290 24 1.11303 42.35254 4.09s218 2.28120 1.72970 I27 0.O1 1.24958 45.70050 52.2423, 2 2270 1.70124 28 0.10000 1.73501 0592441 70.80733 2.19:25 2.14428 0.17000 1.07203 04.71241 72.38782 2.74880 2.40070 20 oI.aooo 2.43420 71.0027 84.07129 2.02729 2.1001 20 31 8.19000 2.52193 74.68237 83.31859 2 .1077 2 14202 12 0 20000 2.2334 94.41001 l0l,15340 3.28628 2.49000 32 0.22000 4.15240 104.21072 118.0 402 3.411 2.02704 24 0.24000 4.07928 10340 117.2471 2.14540 2. s205 25 0.20000 5.22101 125.42444 120.17155 2.12242 2.27487 0.23000 4S.7522 143.26005 147.05009 2.29143 2 .5948 28 0.20000 7.76050 139.34274 162.53685 324850 2.05112 37 18 II 0.22000 723 103.05589337422402 23.50540 2.04810 0.34000 3.57082 157 40802 158 9628 2.95980 2.28001 39 40 0.32000 .'1215 007.17423 160.42332 2.379 2.13 01 0.26005 9.41840 17 27 150.0205 2.04202 2.01017 2.17560 42 .40000 11.22000 145.9200 177.S2442 2.80042 42 0 42000 12.54022 173.7804 187.48127 2.07004 2.18748 44 0.4000 14.07226 205.127 200.95148, 2. 4012 2.22023 40 044000 04.3174 105.93000 202.04282 2. 3320 2.15725 40 0.43000 12.1540 171.12508 180.84428 2.42230 1.44212 47 O.5OOOO 15.54540 15 .11194 195.24 2.51221 1.01105 40 0.650000 19.3800 1.1092 221.4729 2.094 1.9690 49 0.o0000 22.24000 173.17503 2232.1760 2.40458 1.60724 sooo SISIt 206.219s2 2s S6619 51692 l 2:7O so o 0500 00 2 2.569 1.00002 30 0.450 0050 201 0.70005 3221SSS2 234.S2214 288.05802 2.05449 2.0107 51 52 0.75000 28.83094 238.98423 l218.4284 2.73029 1.07402 02 0.200005 45.005 1070560 504.20240 2.5020 2.10784 o.35000 49.2459 207.0740 304.02521 2.7570 2.09071 54 55 0.o0000 52.2025 217.13340 200.03273 2. 0020 1.90400 50 0.95000 51.50542 203.1514 40.65007 1...4.0 1.7119 57 1.00000 58.21014 227.1417 305.70512 2.35228 1 78912 53 1.10000 71.90 g0 201.00242 411.20473 2.40400 1.63122 59 1.20000 00.6217 431.27142 014.5301 2.54240 1.02271 00 1.20000 110.20405 478.26441 522.02475 2.03975 2.00774 01 .40000 1233.2100 411.2 829 509.27952 2.74301 2.0S071 32 1.50000 142.0314 611.05104 500.S50125 2.5650 1.00212 03 1.00500 161.00003 324.09074 030.30725 2.55138 1.045 44 1.70000 105.2077 604.55570 611.19824 2.21546 1..1I11 Is 190000 171.20385 593.01223 501.99071 2.14157 1 .2005 0 1.90000 108.39254 603.541333553.501 1.89201 1.43903 67 2.00000 152.5S905 5063 124 4710.2091 1.54497 I.1S701 53 2.20000 134.80444 470S.8600220.1015 1.14535 0.87114 40 2.40000 1314417 421.57733 2 344.18503 0.0273 0.70534 70 2.80000 2544720 422.1509 51.97244 0.87445 0.60510 71 2.90000 15 .40714 474.24120 2. 3 0.003 0.01404 2.00000 344.06340 402.717 303.40SS3 0.03 0.4)079 72 72 3.20000 143.8079O 444.55292 230.91315 0.50717 0.43120 74 .40000 140.24895 43822032 259.28.24 0.01 .O7524 75 .60000 138.00474 424.9S941 241.028s0 84228'1 8.22995 70 2.8000 132.3791 420.51721 218.33508 0.2740 0.28519 77 4000000 145.08285 419.4108 228 .2300 0.24026 0.2053 4.20000 151.21754 400.21135 22 21225 0.266 O 0.20823 78 .02544 79 4.40000 101.53708 305.14240220.04142 0.33748 s0 4.50000 101.0201 1.10,1477 215.315 0. 30135 0.22920 81 4.00000 159.6043 570.3520 209 .0397 0 28115 0.21324 82 5.00000 164 8S405 364.25854 209 67612 0.27099 0.20011 82 5.00000 104.33215 323.47800 137.73238 0 22222 0.10902 84 4.00000 184.42402 210.22006 195.43285 0.20110 0.15942 85 6.50000 173 39032 244.30747 107.06069 0.10647 0.12002 80 7.00000 150 17474 244.17901 140.18212 0.12022 0.00820 37 7.50000 160.38173 273.16931 130.31763 0.12011 0.09130 30 3.00050 205.04598 271837524 101.012S0 0.120S0 0.09877

.0000 252.27441 20.8.0380 108.46080 0.1415l 0.10703 8 0.12054 0.080 23.70851563985 90 80000 100.61124 O lS 0 0' 053 O25 10 00Oooo 258.10605 256.3085 9.00000 257 7338 237189505 170.46526 0.11407 8.0828 91 92 10.00000 23006 802 10.50047 I45.85801 0.00200 0.57142 93 11.00000 178.43462215.05320 101 92278 0112

.0 0.0404 94 12.00000 158.47819 287.32600 $0.08371 'I 0.040 0.02358 90 12.85000 107.74771 20S5.49S 71 40071 0.03901 0.02907 90 14.00000 130.042 283 .54510 62.78016 0.03262 8.02402 1 .0 2817 0.02142 97 15.00000 135.1144 281.45420 5 .405, Page 6 of 19

GEO.HBIP.02.07 Rev.1 Attachment F PD3AOO.OiO DWO .0C50 PD7A, KH D! 3UY. 1Srsl. 5n 4. 0G&t. 04/2003 12000 points 0.005 de pWrat-fr ar t..d..v.p"v..a 07 1 0.01000 0.00301 0.07051 1.09101 1.21207 1.00104 2 0.01500 0.00079 0.15970 2.030I 1.21419 1.00213 3 0 02000 0.0120 0.23009 79742 1.21412 1.00373 4 0.02500 0.01832 0.0191 4.7557" 1.21834 1.00055 0 0.0000 0 02732 0.098 0.72194 1.22150 1.00324 S 0.0500 0.03731 0.903 0.49700 1.22505 1.01159 7 0.04000 0.04894 1.37010 7.09743 1.23123 1.02625 8 0 04200 0.05409 1.55142 0.09223 1.23410 1.01802 9 0.04400 0.0054 1 773- 4 0.50209 1.23748 1.02125 10 0.0100 0.04503 2.03025 8.91330 1.24134 1 02404

'1I 0.04300 0.07121 2 33055 9.32134 1.243S0 1.02045 12 O0.5000 0.07719 2.81247 0.70006 1.24315 1.02603 123 0 0050 0.00091 4.33258 10.04201 1.26301 1.04303 14 0.04000 0.11915 031227 12.47774 1.13587 1.10254 15, 004500 0124241 7.0474 11.70044 1.3618 1.12404 14 0.07000 0.15970 0.79034 14 34222 1.31130 1.00230 17 0.07500 0.10073 11.33979 14.64095 1.41909 1.17100 1 I00.0000 0.24928 11.18141 19.57039 1.50054 1 2940 19 0.0s500 0.21s40 13.17015 20.95499 1.37010 1.3020 20 0.09000 0.33030 14.81940 23.41249 1.40022 1.37709 21 0.00000 0.3009 16.32734 25.13828 1.70450 1.406081 22 0.10000 0.41252 16.09175 25.31)22 1 .649 1 31296 23 0.11000 0.4)S12: 0.7100 2S.45244 1.0470 1.2 743 24 0.12000 0-:7010 2. 37078 30.00443 1.83257 1.55377 2S 0.12000 0 .9792 37.71123 44.04442 2.31185 1.08080 26 0.14000 1.19938 313$2132 528201 2 47717 2.04405 27 0.15000 1.38190 44.0505l 57.0000 2.47704 2.0443 28 0.16000 1.60234 47.07743 82.0245 2.53000 2.08020 29 0.17000 1.05354 52 .0002 0000:4) 2.06700 2.12518 38 0.1000 2.03434 03.0074 71.01171 2.52932 2.00757 31 0 19000 3.50850 4722.1 U226 2.730 2.80370 2.31400 22 0.200009 935 .2000 92 22409 2.90140 2.4442 33 0.22000 3.31080 73.30020 94.05417 2.75774 2.27610 14 0.24000 3.91144 08.64105 102.40124 2.74103 2 26230 25 0.105009 4.040 94. 02402 1.2116.4 2.70002 2.20974 20 0.28000 0.09805 107.12921 127 80733 2.03407 2 42103 37 0.30000 7.01106 130.2sl30 140.03974 3.14644 2.59707 3 0.32000 7.34208 134.40341 144.14142 2.8)654 2.39015 39 0.34 00 8.35037 153. 8000 154.42531 2 92150 2.41130 40 0.34800 .033)1 153.04622 154.28001 2 75770 3.27011 41 0.38000 9.74071 149.53473 14139044 2.7304 2 253S0 42 0.40000 11.04043 152.33090 172142200 2.79100 2.30342 42 0.2000 12.000) 170.1140 10211455 2.9507 2.44201 44 0.4000 14.56092 203.71500 20.105050 3.04400 2.51243 43 0 6000 15.04014 20. 43104 205.43500 2.67252 2 37004 40 0.48000 10.47252 220.00115 2150.2492 2.89016 2.3 53) 47 0.30000 10. 7004 243.41342 237.20337 3.00028 2.51754 8 0. 55000 232.0377 255.78902 272.04750 3 19307 2.03540 49 0.00000 21.22991 3109.3229 394.0 494 3.231 2.70063

,0 0.05000 32 20709 313.22300 311.32785 32.0445 2 54575 51 0.70000 35.77027 301.39010 321.07321 2.1462 2.41214 52 0.75000 40.32295 307.41129 337.84225 2.09572 2.38908 53 0. 0000 44.00202 290.31441 352.58103 2.83484 2.3273 Y4 0.85000 47.40002 297.70111 351 .04240 2.05892 2.132S3 55 0.90000 54.57102 38.00143 34.94443 2825)5 2. 3240 00 0.05009 4.13332 403.74530 410 .4224 2.70402 2 29770 57 1.00000 72.20919 434.33034 454.2920 2.9229 2.41248 58 1.10000 77.00571 437.27240 445.45370 2.00383 2.14907 50 1 20000 1050.0441 553.87543 553.10040 2.16600 2.44906 00 1.30000 110.30533 575.23134 572.23045 2.83428 2.33927 41 1.40000 110 410910 27.51104 522.48710 2.40110 1.90247 a 1.50000 135 .291215 79407 5S4 8.727 2.43434 2.00520 43 1.00000 142.40775 542.02936 059.4003 2.25078 1.05740 04 1.70000 142 .0575 51a0.4304 527.141S 1.1SS1 1.44001 65 1.00000 139.37500 4980.8002 400.51080 1.74107 1.42899 40 1.90000 137.15530 415.0.225 453.56430 1.5344$ 1.20040 67 2.00000 187.15472 579.73401 587.093wB 1.92179 1.0 222 00 2.20000 201.09854 5S7.39190 574.23600 1.40152 1.30780 48 2.40000 174 04010 020 0155 402.49503 1.24212 1.02510 70 2.10000 131214125 357 03363 331.03350 0.82710 0.6020) 71 2.80000 11. 00129 325.70207 201.17291 0.01072 0.00902 72 3.00000 14I.50102 375.7)004 29S.30025 0.03700 0.52501 73 3.20000 152.820S4 331.81500 30o 07404 0.00480 0.50002 74 3.40000 183.00147 240.30011 33229.431 0.04238 0.53019 75 3..00o0 175.77783 314.5900 304.79031 0.55004 0.45390 70 3.ooo 122.00511 133.80472 21.24055 0. 3157 0.32310 77 4.0000 150.7401 211.71552 248.77458 0 40062 0.12000 78 &20000 180.22834 307 99)60 2077057 0.41417 0.34184 79 4.40000 107.95753 32214 000 28 40274 0.39S41 0.32S35 00 4.60000 104.42024 331.0145 201.90144 0.35538 0.21273 1 *1.00000 17 .04250 327.29141 233.05040 0.31552 0.20041 82 I.00000 171.0007 224 11572 218.02491 0.28330 0.23302 02 5050000 177.02502 325.00015 202.91S33 0 23707 01 9010 04 4.00000 231.01192 301.7000 241 1512 0.26124 0.21563 05 0.50000 204.2470 :2227024 2036.0103 0.23754 0.19405 00 7.00000 204.02012 34 .4459 15.13521 0.17203 0.1014 87 7.50000 17U.2S523 321.24370 147 s4702 0.12809 0.10572 00 0.00000 154.70937 2)0.30821 121.50885 0.0907 0.0140 89 0.50000 149.71700 287.74705 110.07102 0.00401 0.07000 90 9.00000 142.10411 27 .20787 13.20478 0.07288 0.80015 91 9.50000 133.0 923 249.90350 08.11902 0.00232 0.05144 2 10.00000 127.51007 203.19772 88.116)4 0.05411 0.04400 92 11.00000 120.49414 254.50551 0.082431 0.04291 0.03541 94 1220000 11. 30585 250.002550 ,008740 0.03543 0.02925 05 1300000 111i5t01 247. 55539 52 91940 0.02948 0.02433 90 14.00000 101.43251 24.19893 47.70600 0.02455 0.02027 07 1. 00000 1020045 24 .20207 45 24504 0.02153 0.01731 Page 7 of 19

GEO.HBIP.02.07 Rev. 1 Attachment F PD3AOi.050 5004AD1.050 W3A. HUMOWDT SAY. XFSl. S"T 4, P*E. 06/2003 12000 poiont. 0.00 at p-r t." -. v 07 1 0.01000 O.00302 0.07023 1.89521 1.21303 1.00074 2 0.01500 0.00450 0.15050 2. 4444 1.2154B 1.00220 3 0.02000 0.01210 0.20033 .I0221 1.21704 1.00200 4 0.02500 0.01095 0.4 009 4.74289 1.22017 1.0007 5 0.0300 0.02734 0.6370s 5.72999 1.22339 1.00062 4 0.03500 0.03733 0.01037 6.70101 1.22442 1.01122 7 0.04000 0.046099 1.0273 7.40400 1.23248 1.01012 I 0.04200. 0.02414 1.53 00071 1.23014 1.01031

• 0.04400 0.00030 1 .1113 *120702 1 23s10 1.02100 10 0.04:00 0.00520 2.02450 *.81443 1.241SO 1.02380 11 0.04800 0.07123 2 34117 9.22344 1.24323 1 02547 12 0.05000 0 07710 2.242 3 .S 02 1.2430A 1 02485 13 0.00500 0041 ..

4.230.3 . 10.75679 1.25354 1.033'.

14 0.04000 0.11031 50.1022 1236030 1.32025 1.00342 IS 0.0O000 0.14114 7.00040 13 44330 1.34987 1.11210 10 0.07000 0.10022 0.75100 14.38250 1.31434 1.0a402 17 0 07500 0.10672 11.35704 14.020 1.40040 1.13122 19 0.06000 0.24700 11.2243 10.4.1(3 1.05411 1.12316 10 0.03000 0.20221 13.00040 20.30103 1.00044 1.20212 20 0.00000 0.13,33 14.75033 23 27302 1.0426 1.37159 21 .O ..00 0.3754 14.03480 25.0337 1.000S4 12.3070 22 0.10000 0.40 90 15.460lO 25.41564 l1.S12O SlSU0 23 0.11000 0. 1055 20.64545 28.02016 1.64030 1 30241 24 0 12000 0.60356 24.10513 34.74372 1.86314 1.03110 25 0.11000 0. 11 137.127 440.100 2.27835 1 .7030 26 0.14000 1.13024 30.371 3 32022 2.45170 2.02131 27 01000 1.36011 43.40403 5.07200 2.44026 2.01217 20 0.1000 1.57601 44.8U 314 2133 2.41113 2.00301 20 0 17000 1.82408 51.41002 67.41108 2.54024 2.10089 30 0.18000 1.000 02.27007 01.6004 2.3270 2.04693 31 0.19000 2.4033 0 1400 01. 4200 2.76277 2.27776 32 0.20D00 12.0347 77.2104 10.20721 2.51502 2.4065S 33 0.22000 3.25002 71.04022 03.00102 2.71074 2.23201 34 0.24000 3.85701 (7.30747 100.7030 2.70301 2.22010 3S 0.24000 4.42304 02.S002 111.72130 2 7.123 2.27450 36 0.28000 5.62416 105.44203 120.20576 2.00705 32.3047 37 0.30000 0.02012 133.02031 144.23456 3.10S00 2 .0147 30 0.32000 7.2000 131.7027 142.4112 2.04401 2.3213 30 0.24000 3. 2019 151.:1105 152 71254 2.30700 2.38100 40 0.36000 *.70615 1500.4790 153.12173 2.74407 2.20234 41 0.38000 0.73444 140.74010 100.05605 2 72360 2 24504 42 0.40000 21.007*0 l1l01.424 172.01100 2.7.324 2.204.2 43 0.42000 12 .0211 178.54514 132.71590 2 51101 2 43370 44 0 44000 14.0414 203.14350 207.03234 3 03916 2. 0560 40 0.40000 15.03220 20.5.5011 205.32730 .211 1234701 40 0.40000 1.4 0104 210.00200 210..0723 21.8207 2.30010

• 7 0.50000 10 2003 242 .00 237.01l01 3.05744 2.52070 40 0.55000 232.017 204.71447 273.4490 3 20223 2 .44007 40 0.60000 20.310 311.o4400 307.02321 2.29200 2.71483 50 0.45000 32.29B30 314.05162 312.21042 3.00324 2.50022 S1 0.70000 l35.301030 .20139 322.050 2.4 509 2 43707 52 0.75000 40 41401307.27771 332057400 2.00195 2.39251 02 0.30000 *44.0137 20.370401 353. 1270 2.0300 2.34065 04 0.I000 47.04014 203.74210 01.40224 2.60020 2 19327 55 0. 0000 5.64027 230.. 3.40 305 4233s 2.2053 2.33220 56 0.05000 02.23207 404.20740 411.00040 2.78033 2.20004 57 1 .00000 72.41073 437 10000 455 02000 2.02790 2 41301 00I1.10000 7 0.0220 47.721943 446.04105 2.60742 2.14906 S9 1.20000 105 70300 0045310 503.72031 2 .0042 2.44014 00 1.30000 11.21 070.00000 072.37001 2.83747 I75 2.3 30 (2 1.40000 11.i2t.20 027.5712 022.32371 2..0300 1.00102 02 1.S0000 130.42720 OO0.2034 007.27012 2.43440 2.00091 03 2.00000 142.07701 042.40604 090.00004 2.25210 13 0581 04 1.70000 142.40095 528.5$423 526.30847 2.00045 1.04027 03 1.30000 130 43251 400.07042 414.41601 1.74214 1.43632 66 1.00000 137.21120 40020300 453.74915 1.53512 1 20563 07 2.00000 107 .24124 050.007 003.23702 1.19367 1.012A 00 2.20000 201 .21312 007.00427 074.00323 1.0211 1 3.710 00 2.40000 176 .7303 528.20443 402.40030 1.2362 1 02440 70 2.60000 132.10243 357 .2610 333 .3301 0.02720 0.0214 71 2 .0000 119.10773 3250.220S 27.27713 0.0100 0 .50865 72 3.00000 141.05458 375.09340 206.47122 0.63732 0.02S44 73 I3 0000 152:00l01 331.07003 300.10004 0.0000 00'0040 74 3.40000 10332134 34 0.0010 239.70197 0.64240 0.52047 75 3. 0000 170.2100 314.540 3 00.0710 0.0 010 0.40300 70 3.0000 130.37124 324.11777 231.27200 0.30102 0. 2227 71 4.00000 158.38345 317.03123 248 .7081 0.40043 0.33030 78 4.20000 10.235370 300.13005 200.50862 0.41422 0 34150 70 4.40000 137.9102 32l 78000 241.48142 0.39514 0.3260

• 0 4.*0000 164.40600 331.55-75 251.05130 0.35514 0.29344

'1 4.80000017a.042 327.33243 233.1203. 031sa 0.2(020 82 0.00000 173 5614 32.283146 218 10373 0.28341 0.23200 03 S.00000 177.63540 335.04755 202.03362 0.23707 0.10000 a4 *.0000 231.04730 307.80579 241.5213 0.20120 0.21542 IS 0.50000 244.20100 333.03430 23.14322 0 23758 0.10080 3* 7.00000 204.00000 340.7414 13310050 4.17200 0.14186 87 7.50000 176.293020 321.41005 147.49005 0.12011 0.10502 03 8.00000 154.71004 290.30566 121.50040 0.00573 0.08140 0 *8.00000 140.67574 207.00304 110.04001 0.0471 0 .0090

• 0 i.00000 142.00410 273.20020 00.11043 0.072a5 0.06000 01 .50000 133.82000 260.4040 0.5.1352 0.00232 0.0317 02 10.00000 127.48034 263.2511 000.0982 0.05400 0.0 44so 03 11.00000 120 54007 254.57278 00.05781 0.04290 0.03544 00 12.00000 112.31131 200.04401 600.0125 0.03543 0.02921 95 13.00000 11.01408 247.00652 53.00022 0.02949 0.02432 00 14.00000 106.43447 246.15720 47.76857 0.02455 0.02024 57 15.00000 103.35855 24S.4073 45.S38123 0.02104 0.01714 Page 8 of 19

GEO.BBIP.02.07 Rev. 1 Anachment F PD3AO2.050 P93AD2.050 P035A H01Ub40.r DAY. Is1rsi St 4* PG&Z. 0612003 12000 points 0.005 dt p rt-rs ar. t.ad.npv.

07 I 0.01000 0. 0302 001OCS1 1.0859 12.21434 1.00060 2 0:.01500 0.000 0.1573) 2.04037 1.21671 1.00250 3 0.02000 0 01205 0.247 3.743 1.21670 1.00241 4 0.02s00 0.01095 0u.007 4.742?7 1.22032 1.00553 S 0.03004 0 02727 0.43212 1.7313 1.22321 1.00840 46 0.0350 0.3732 0.17237 4.70220 1.22664 1.01073 7 0.04000 0.04501 V15075 7.49704 1.2 220 1.01004 3 0.0200 0.0417 if.5341S C.10351 1 23501 1. 1020 0 0.04400 0.05961 1.71245 0.1124 1.23007 1 02000 10 0.04004 0.06532 2.00730 8.02140 1.24254 1.02384 11 0.04300 0.07124 2.4074 0.32720 1.24412 1.02030 12 O.OS000 0.07720 2.01230 .7018 1 4330 1.02453 23 0.05500 0.01346 4.30440 10 .7402 1 24411 1.02512 14 0.0000 0.11742 5.74114 12.29042 1 31427 1.0$450 15 0.04500 0.14020 4.92403 13 55240 1.33760 1.10224 14 .07000 0.16034 *.47032 14.20283 1.21504 1.08422 17 0.07500 0.1O510 11.24*4 14.34405 1 285S 1.15243 10 0.00000 0.24515 11.02021 10.21400 15.4502 1.27302 1 0 0.5000 0.28131 12.00030 20.79457 1.54344 1.20025 20 0.0000 0.33104 14.50001 23.1:447 1.45083 1.34410 21 0.0500 0. 7722 15.05417 24.04067 1.08042 2.30124 22 0.10000 0.40724 14 27004 25.58751 1.44001 1.35200 23 0.11000 0.40303 20.40204 27.41012 1.61560 1.33130 24 0.12000 0.45000 25 80151 24.30013 1.4413 1.51050 25 0.13000 0.03057 364.4947 45.41124 2.24422 1a1053 24 0.14000 1.1774 3 8.3032 52.01173 2.42920 2.00005 27 0.15000 1.340 42.82041 54.1042 2.40704 1.00404 20 0.16000 1.55520 44.27310 41.07270 2.45770 2.0251 20 0.17000 1.0001 10.7102 4.55ss2 2.51511 2.07241 20 0.10000 1.54447 1.42422 48.519)2 2.44357 2.01347 31 0.1000 2.42752 00.00243 *00.0710 2.72703 2.24773 32 0.20000 2.95025 76.25272 05.75052 2.00305 2 37555 33 0.22000 3.21415 70.78271 01.25310 2.08030 2.20840 34 0.24000 3.0105 S4.14330 00.76004 2.00092 2.10072 3S 0.260000 0.7000 S1.21501 110.44052 2.72027 2.2140 34 0.20000 5456302 104 00483 124.02330 2.04532 2.16090 37 0.30000 4.84557 131.40446 143.38151 2.07340 2 51245 30 0.32000 7.10540 129 5024 141.14457 2 03631 2.33707 32 0.34000 S.1004 150 40761 151 32276 2.06173 3.2S002 40 0.36000 0.74114 140 .441 102. 100 2 732300 2 25274 4 0.38000 111401 140.10373 140 .1038 2 71054 2 2400 41 0.40000 10.04243 151.72586 172.51154 2 77737 2.20051 o} 0.42000 12 .3242 178. 2671 192 42134 1.20404 2.42914 44 0.44000 14.54445 202.74321 207. 4421 3.0257 2.00135 45 0.44000 15.03243 205.38100 205.23218 2.07242 2.36433 44 0.40004 1 .1379 215.02811 214.10674 2.00420 26.3042 47 0.50000 1. 07147 242.480 30 .43044 2 2.2 204 48 0.5O000 24.0143 257.57705 274.3000 13.21047 2.64555 40 0.60000 20.30056 312.32217 307.07144 2.30103 2 72074 S0 0.45000 32.31143 314.97177 313.01309 3.10123 2.55534 51 0 35.97854 300.12030 470000 322.0427* 2.64420 2.44245 52 0.75000 40.45249 307.37410 330.22010 2.90752 2.33575 53 0.80000 45002303 297.44044 3523.1002 2.04207 2.34248 04 OS.0000 47.60433 299.43042 351.8005 2.00332 2.10453 55 0. 0000 54.70223 340.04100 305.05403 2.83274 2.33414 04 055000 62.32220 S04. 1723 412.10072 2.70225 2 30077 57 1.00000 72.52734 437..0140 450 70274 3.5312 2.01615 50 1.10000 70.10400 430.14478 444.40103 3.01041 2.15110 0S 1.20000 105. 6056 560.07272 554.20455 3.07240 2.4421 40 1.20000 110.4455 576.50720 573.4402 2.4022 3.3402 41 1 40000 114.00275 520.37486 523 .31189 2.40540 1.4224 42 1.50000 135.54200 401.15S67 567.75730 2.42374 2.00048 42 1.00000 142.505 502.17241 505.210S1 2.25344 1.05460 44 1.700000 143.02402 520.45011 520.45544 2.00175 1.64942 00 1 .0000 130.5405 400.23001 407.00853 1.74312 1.43631 00 1.10000 111.30004 000.00490 403.01232 1.52048 1.24510 67 2.00000 107.32024 500.40184 50s039S 1.80444 1.54100 4s 2.20000 301.31500 5S7.80054 574.94553 1.4030 1.30700 40 1.0000 170.79422 S1 .54340 402 .9447 1.24301 1.02420 70 2 60000 13 21)04 357.40044 334.02364 0.02740 0.40103 71 2.0000 115.14771 325.03645 247.36402 0.61715 0.50051 72 1.00000 141 .59921 375.07041 216.56470 0.0 752 0.52531 73 3.20000 152.50793 302.12030 300.23401 0.40710 0 50024 74 3.40000 1isI3038 347.00450 325.73520 0 .4251 0.52)42 75 2.40000 175 .0074 314.40533 204.03404 0.55031 0.45345 74 3.00000 1320.0050 324.23270 331.30142 0.35147 0.32273 7 4.0000 150.35714 317 3 2580 240.0)5 0.4O05 0.33013 74 4.20000 110037230 301.22481 241.03444 0.41425 0.34130 70 4 40000 130.02080 320.8531 264.40321 0.30555 0.32503 00 4.60000 104.50525 331.41502 252.01755 0.35403 0.29336 Il 0 174.14803 327.37318 233.10022 10000 0.31570 0.26013 12 5.00000 173. 010 322.21744 21 0.3034 0.2235315440 02 5.50000 177.45349 335 .07141 202.5007 0.23740 0.19584 04 4 0000 231.04493 307.01307 241 97063 0.26129 0.21520 05 .50000 244.30017 333.15203 236.15126 0.23758 0.39577 06 7.00000 204.12427 346.38623 203.22331 0.17200 0.14170 01 7.50000 174.24414 221.40002 147.44731 0.1280 0.0505 8 0a.0000 154.72712 230841033 121.5150) 0.O0173 0 00130 0* 0.50000 140.47011 201.07070 110.44105 0.05477 0.54505

• 0 3.00000 142 09425 2720 405 0920050 0.0725 0.04003 01 0.50000 133. 5050270.03842 0.531720 0.04232 0 05135 02 10.00000 127 .4754 263.34242 *0.10007 0.05409 0.04457 33 11.00000 120.44777 254I 2491 40.81102 0.04205 0.03530 04 12 05000 1134041 250 11575 C00 2045 0.51543 0.02919 5 13 .00000 11154514 247. 4010 52.1222 0.0244 .02427 0 14.00000 10 52414 344.32550 47.00015 0.02452 002021 7 15.00C00 100.12322 245.43825 45.20055 0.Q2160 0.01760 Page9 of 19

• GEO.JBIP.02.07 Rev.!

Attachment F PDlB00.050 T91800.050 FIvi MaUKDOw Ur. Xrs. Sam 4. P0&E. 0612003 12000 pais. 0.005 dt p-r0.r at. cd v pav aa v 97 1 0.01000 0.0066 0.0ID 57 21.2949 1.47630 1 2 0.01500 0.01041 0.19420 4.35234 1.17474 1 3 0.02000 0.01066 0.34557 5.05220 1.87730 1..002030 4 0.02500 0.0717 0.33111 7.33201 237340 I .00142

,.00253 5 0.03000 0.04203 0.76470 480351 1.07952 21.00202 0 0.03500 0.05724 1.04452 10.27572 1.53019 2I.00253 7 - O.04006 0.07406 12S9213 11.75Q3 1.50210 1X.00231 O 0.04200 0.05260 1.55995 S2.35624 1.03424 1.004 54 9 0.04400 0.09073 1.73244 12.95576 1.34005 1 00510 10 0.04600 0.09931 1.94941 13.5U45S 12.3371 11.00412 11 0.04500 0.10029 2.24892 14.13797 1.19334 11.00926 12 0.05000 0.11775 2.72236 16.7)747 1.59572 1.01055 1.3 0.05500 0.14245 32.9097 16.29C25 12.9365 1.01222 14 0.0(000 0.17128 4.37458 17.32304 1.91343 11.02010 IS 0Q.30Q O 0.19351 .71593 29.13913 1.39136 1.00833 16 0.07000 0.22930 7.42737 20.56171 1.69330 1.00406 17 0.07500 0.27187 9.03220 22.77526 1.94030 1.03789 13 0.00000 0.31111 10.03157 24.43944 1.9l005 11.04533 19 0.03500 0.37258 10.17715 27.54134 2.07727 1110744 20 9.09000 0.43740 11.33142 30.53032 2.17141 1.15753 21 0.09500 0.50997 11.30290 33.72350 2.27234 1.21144 22 0.10000 0.52933 15 .4161 31.21576 2.13327 1.13730 23 0.11000 0.061 217.71920 35.05959 2.21972 1.12833 24 O.2000 0.90923 31.32276 47.61510 2.54055 1.32576 25 0.12000 1.17314 37.42690 50.70119 2.30116 1.49334 26 0.14000 1.35320 45.24044 *0.72305 2.78169 1.1.4829 27 01S0OO0 1.75793 45.45400 72.C1057 3.15571 1..60l239 20 0.16000 1.75045 49.270123 6*74010 2.75359 1..47007 29 0.17000 1.33257 53.01317 09.57962 2.62289 1139833 30 0.19000 2.S1901 55.122719 7C.120 2.72493 1..45272 31 0.13000 2.55567 71.90599 34.51430 2.35900 1.I52420 22 0.20000 23.5002 76.31224 97.0371 3.13505 1.l.53z0 33 0.22000 2.039a2 91.41123 109.05919 3.20955 1.71109 34 0.24000 5.45305 126.03106 142.74206 32.2770 2..040.4 35 0.2(000 7.52504 107.50s05 101.30522 4.49784 2.39791 36 0.24000 7.15595 150.35011 160.57910 32.9263 1. 663 37 5250000 7 12501 1Sl.U5123 14W.22588 3.19247 1.963603 23 0.32009 9.83324 129.07030 193.07520 2.37493 2..0658 29 0.34000 3.33580 139.41226 101.70617 3.43361 1.33054 40 0.36000 10.77571 150.00193 160.07119 3.25305 1.7.802 41 0.3000 12.47231 190.32851 222.75055 3.77052 2.01037 42 0.40000 13.81350 203.17322 217.00140 3.49232 1. 30104 43 0.42000 15.32023 207.53(29 229.27992 3.51341 1.£7303 56840 2.32492 44 0.44000 20.90651 240.95853 293.54419 4.26093 45 0.46000 25.40229 235.20221 340.97235 4.84782 2.423 46 0.44000 26.55010 240.13504 347.54001 4.05713 2.

47 0.50000 23.95719 250.97033 3632.8311 4.08037 2.09522 48 0.55D00 30.47252 2407.5045 541.11726 4.06705 2. elso 09 0.60000 37.1S097 232.32153 389.44289 4.17078 2. 23254 50 0.05000 450.3741 337.73474 439.21793 4.34315 2.: 31544 51 0.70000 44.51831 322.43869 399.59604 3.66020 1.!95504 52 0.75000 50.28304 354.59325 421.29203 3.60952 12192432 53 0.30000 54.79030 391.54052 430.32596 3.40321 1.'5l4476 54 0.15000 01.41217 413.19203 453.90262 3.43663 1.1*3215 55 0 50000 71.10447 47U.70421 500.5U101 32.5307 1.110905 10 0.95000 $1.54994 525.02325 029.30145 3.05500 1.154857 57 1.00000 69.82914 556.34243 5S4.41315 3.03157 1.!03608 5$ 1.10000 92.08339 517.23312 525.97906 3.07624 1.114002 1.20000 109.46072 577.90179 573.23211 2.07500 1.111712 59 1.30000 133.10044 643.37714 007.49S04 3.30599 .106251 60 01 1.40000 137.00414 600.3020017.63521 2.34139 1.S.1401 42 1.50000 136005200 501.11475 0S9.39355 2.44216 1.110190 03 1.60000 161.29240 553.52722 023.39010 2.54352 1.2I5617 04 1.70000 160.45100 523.60107 022.59504 2.35562 1.225564 05 1.50000 167.5775 520.0010 450.76929 2.3419 1.224l 66 1.1000 220.16019 6296.8190 72.05Cs64 2.46979 1.331571 67 2.00000 241.88151 731.06470 757.37594 2.43805 1.29976 63 2.20000 270.04464 152.72235 730.43972 2.23085 1.2 603 1.0.3804 59 2.40000 215.92825 620.53790 74.050841 2.00421 70 2.60000 338.71198 545.S4816 010.5345 2.02S00 1.0 71 2.30000 355.11256 310.21100 790.30045 1.83174 0.9 97555 72 3.00000 357.27138 301.46351 740.28210 1.40470 3.3 05550 3.20000 305.36234 *00.10750 7506.5717 1.52105 0.3 1093 73 3.40000 410.49420 781.55323 750.59149 1.43929 0.7 *6732 74 75 3.00000 423.52993 722.57255 739.19745 1.32152 0.7 0453 3.80000 435.99056 701.03027 720.09557 1.22091 0.4 {5000 70 77 4.50000 U 645.4111 722.6710 4951.0361 1.12631 3.4 40044 4.20000 441.14360 697.23285 059.94946 1.01343 0.5 78 4.40000 425.70441 570.12354 007.90440 0.39214 0.4 47512 79

• 0 4.60000 438.97040 004.04522 599.5940 0.53776 0.4 063 81 0.00000 440.94092 000.24847 603.37024 0.81058 0.4 53230 82 5.00000 470.16934 056.95709 590.3221 0.76177 0.4 33 9.50000 429.01111 011.07S31 502.21054 0.05390 0.5: 31440 4.00000 431.55594 550.70474 451.09394 0.45410 0.11 54 05 C.50OOo 455.09921 543.43025 439.91335 0.43790 0.2: 23340 36 7.00000 490.59443 577.25629 440.35657 0.40871 0.21 67 7.50000 477.00525 531.04000 399.01099 0.34743 0.11 5l525 38 8.00000 449.89593 5933.0312 353.33100 0.265(2 0.15 >462l 39 .050000 435.14075 5 7.50220 221.C5527 0.24745 0.1: 13203 90 9.00000 422.21710 555.32463 201.74451 0.21190 0.1211707 9561 91 9.50000 430.77454 551.2150 23S.90881 0.19617 0.10 10453 92 10.00000 422.62701 554.12334 205.54440 0.17263 0.01>203 93 11.00000 402.12722 5U43.2664 229.32300 0.13717 03072713 12.00000 411.07513 531.0D018 215.21750 0.11971 O0M 20 94 95 13.0D000 4017.9134 506645410 1.StU71 0CID203 0.00'5440 90 14.00000 398.52092 957.13995 17399042 0.03660 0.04.021 97 15.00000 390.5705 55A101I4 I53-6Sl f-0070424 D 0-51 Page 10 of 19

GEO.HBEP.02.07 Rev. 1 Attachment F PD1BO1.050 MM10. 050 PVIt, HURDONW 0Y1. 23732. SXTr 4. PG40, 06/2003 12000 point. 0.005 dt prtat.en at- tr.dsneptV..sa 97 I .01000 0.004O 03.0S17 2.53011 1. 04587 1. 000 50 1.00045 0.01100 0.01042 0.10115 4.37007 1161311 i ,coool 0.0302000 0.01156 0.23400 1.13021 1 .8714 1I00004 0.02100 0 02.00 .2S1004 7.1925 l.84757 1.00105 0.032000 0.04100 0.7004 *.71202 1 .00177 0.01500 O OS60 4 1 .074510.22235 I. 87078 1. 00201 12 0.04000 0.07441 1.423C1 111.0700 1.7154 2.00322 12 1.53) 4 12.11840 1. 672511 1.00374 10.04200 0.00208 l %725 0.04400 0.00014 1.74794 12 .7536 1l07420 1.004 69 0.04000 0.07070 1.06827 13 .4011 1.07720 1.00430 I0.04800 0.10774 2.20635 14.10200 1.0$200 1.00 08, 0.01000 0.11708 2.1 452 14.71211 1. 06502 1.01544 10 .OSS100 0.14105 3.30054 26.20458 1.8022 1 01214 I0.0000 0.17013 4 .5040 1 7.15 1.90102 1.01351 16 27 0.00500 0.19725 3.74005 10.00401 1.872 I.00732 10 0.07000 0.22103 7.04930 20.46810 1. 1264 0.07S00 0.27000 0.0144 22.00102 1.04412 10 0.00000 0.21025 10.0247 24.27471 2.02006 I1.10337

.04:13 207 1. 35150 0.0500 0.32130 10.12040 27 45230 0.0000 0.43023 11.27502 30.4S461 1.10009 21 2.26072 I 21412 22 0.09500 0.50901 11.03521 332.7205 0.10000 0.52708 1.056822 33.15485 2.12015 1 14013 22 0.64540 27.72013 38.00732 2 21425 1.1a000 0.11000 24 0.12000 0.50721 31.35105 47.10108 2.54050 I.32614 25 0.12000 1.17031 37.70067 06.73744 2.00260 1.50235 24 0.14000 1.35020 43.20020 40.00412 2.78I10 1 4 454 27 I 5000 1.74773 41.40423 73.20174 1.13048 1. 6038 25 U.1000 1.74006 40.00001 00216 2 .74303 1 47021 20 0.17000 1.01141 57.0210 00.20724 2. 0772 1.3 078 30 0.10000 2.17700 55.43221 70.50172 2 .70722 1I45110

£ 1 0.10000 2.13141 71.27214 02.04444 2.02703 1.52078 3211510 1..0402 322 0.20000 .3e270 75.72710 30.04505 22 0.22000 3.0314 0.506521 108.01735 3.17853 1,703:2 34 0.24000 5.40249 124.73482 141.43467 3.70180 2.0321 30 0.26000 7.40275 145.82774 110012709 4.45370 2 03741 24 0.16000 7.00472 154.41778 150.00002 2.45533 1.95073 0230000 7.00002 131.34505 148.45110 3.17506 1I70232 27

0. 2000 0.70053 120.42854 102.04024 3 0541* 2.06"00 0.34000 0.70001 120.44075 100.93555 2.41712 1.82215 0.3 000 10.72010 155.56252 1 7.27721 X.33173 1.73023 40 3.22972 0.23000 13.40447 100.23050 221.43211 2.75137 2 .01121 42 0.40000 13.75028 201.07531 215.98005 3.47510 1...20 02 0.42000 15 24760 204.10614 220.10500 2.43542 I 07300 44 0.44000 20.0217 232020441 207 05426 4.22544 2.32212

4. 0S252 2.54657 45 0.44000 25.26240 224.07225 245 .2001 4e 0.46000 20.44101 230.7020 340 11210 4.s 6760 2. 40104 447 0.50000 26.03903 255.40 90 322.41321 4. 06103 24 0050 0.11000 20.2303 246.03523 247.10400 4.05647 2.17443 48 4* 12 60 0.00000 27.11543 202 004.2388 67392 2.23232 50 0.01000 40.2040323 241708420.42122 4*23522 2 32390 51 0.70000 *44.4772 3224.11250 200.5 154 52 0.75000 50.20372 354.05216 422.00450 3 60724 1. 0572 03 0.00000 504.5901 301.02215 430. 0290 3.46452 I .:5734 54 O.1000 01.4013 410.50702 414.14001 3. 44031 1.04447 0.00000 71.73207 477 11300 501.20231 3.50.10 1 02100 00 0.01000 010 46001525 41614 540.00122 1.04154 57 1.00000 00.91240 556.0620 505.10032 2.081022 1.94933 50 1.30000 92.22954 510.350675 526 .0017 3. 62062 I:65151 1 20500 100.04890 570.02354 574 .11975 1.075500 1. 84001 1.30000 138.21040 44b.01287 460.03280 1.77257 61 1.40000 137.00441 007.22910 410.44472 3.54424 1.52463

£2 .S0000 134.15402 101.52310 70.22440 2.44 001 1 .3 1000 1.40000 141.243 054 01074 7 32 00960 2.54546 1.36447 1.70000 1052100 522 .0224 6322.0084 0.35 5I7 1.21334 05314 1 .25605 1.0000 107.109:1 524.41044 2.34220 1.0000 220.25240 020.3049 720.2157 2147070 1.32444 2.00000 241 20222 731.3470 757 75910 2 . 43 22 1.307 52 72 1.23022 64 2.20000 27.21602 842.53500 700.07264 2.40000 204.04120 021.04427 7410.0640  ;

2.00527 1. 7404 05 2.40000 320.00820 046.12372 010.17621 L.0273C 46 2.00000 355.24233 014.34471 707.20670 LI :3223 0I 3215 07 3.00000 357.382156 01.47345 740.459023 1.60516

.20000 325.45040 007.04071 75.14204 2 I.02147 0. 1517 70 3.40000 410.57020 781.70173 750.7460 2 1.42957 0.77167 71 32.0000 423.62109 722.07473 70.24000 L.32115 0.7007 32.0000 432.00213 700 027 721.00513 1 110 L.22 0 651400 72 4.00000 445.51471 712 44043 0300.1287 L.12655 0.60380 4.20000 441.22055 004.93518 440.07642 L.01302 0O.54334 74 4.40000 425.77005 070.40100 400.01221 .00 220 0.47030 75 4.40000 439.00073 404.37262 100.04634 03702 0.44310 4.80000 400.93564 060.57721 603.4411 C 0.43471 C0.7 1096 5.00000 470.23217 607.26190 530.91393 0 7618, 0. 4040 5.50000 43*.69525 011.03704 502.30667 0 0.32624 70 77 C 0.00000 431.35171 0500 5715 451.71054 0.48417 4.500000 415.14313 541.832 432.04120 CC.43703 0.21900 7.00000 400.60721 117.00254 440.34001 C.40870 0 1002047 02 7.50000 477.05420 551.00034 3595.1607 C0.34752 03 0.00000 4495.7217 531204103 353.40732 C 4067 0.15474 6.50000 435.1804 5073511 3221.00067 C0.24707 0.123270 C0 2196'1 0.11774 1.00000 432.31174 555.0274 201.01052 .62100 9.50000 430.1740 551.50378 24.03750 C 0 10517 07' 10.00000 422.55933 554 .3810 265.52701 C0.17264 0.09254 11.00000 402.50760 5600.2843 220.011185 C0. 13728 0.07353 12.00000 411.17130 501.20027 2105.20070 .211075 0.00413 123 .00000 40 14600 5.5 5000 17 .20720 00.10207 0.05471 14.00000 393012050 587.44208 170.03870 C.00671 0.0464a 1S.00000 230.11152 005.29063 163.702764 0.07429 0.03952 Page 11 of 19

GEO.HBIP.02.07 Rev. 1 Attachment F PD1BO2.050 D1d02 .050 PDI0 00BO. 803.I5322 SITZ 4. ISFI.S 06/2003 12000 point. 0.00 dt p0r.o.. .. t.**v.p-v -- a 1 0.4100 0.00442 0.06421 2.90141 I.SOIX 1.0001I 2 O.1SOO 0.01039 0.1971S 4 .35239 1.0545 1.00025 3 0.02000 0.01641 0.33648 5.60522 1.5 I 1.0005 4 0.02500 0.02089 0.54519 7 26161 1.06042 1.00131 5 0 03000 0.04163 0.77150 6.71020 1.8612S 1.00178 0 O.0 0.0569 1.07644 0.17740 1.06240 1.00238 7 04.00. 0.07411 1.42974 21.640I 1.06404 100320 a 0 0420r 0.00174 1.59004 12.22783 1.86404 1800360 I 0.04400 0.00071 1.77000 12.0W15 1 .0320 1 00445 10 0 04600 0 00026 1 9.703 13.42144 1.0626 1.00607 11 0.04300 4.107 29 2.2617 14.04374 1.07406 1.00I4S 12 0.05000 0.11657 2.73920 14.44803 1.67720 1.0a629 13 0.00100 0.14127 4 01106 14.1341 1.l6076 1 01226 14 0.66000 0.1040 4.6O006 17.73024 1.00306 1.0V102 1 0.06s00 0 5.76140 140 9290 1.6103 1.00702 16 0.07000 0.22103 7.6491 20.37773 1.6464 1.0035 17 0.07500 0.27016 0.0031 n2 2.322 1.03. 6 104071 10 0.08000 0.30936 10.02142 24.23070 1.4003 1.04712 1i 0.0600 0.37030 10.05099 27.3784* 2.06.65 1.11177 20 0.0000 0 43037 11.22503 30.39444 2.167 1 26342 21 0.00000 0.50032 11.93301 33.61995 2.200I7 1.1058 22 0.10000 0.02611 1.05114 33.00417 2.119 1.14167 23 0 11000 0.56493 27.75097 37.90090 2.21509 1 10220 24 0.12000 0.90671 31.41001 47.47010 2.52642 1. 6623 25 0.13000 1.17010 37.79951 54 .4372 2."0764 1.01123 26 0.14000 1.35808 43.20640 60.95020 2.7)297 1.50323 27 0.15000 1.73911 45.0.027 72.84783 3.144 1.66170 2e 0.06000 1.73049 40.727 67.0637 2.72075 1 o.460 20 0.17000 1.841SO 57.1803 610306 2.00406 1.39610 30 0.1000 2.1646 54.9822 75 .5602 2.65178 1.44877 31 0.19000 2351714 70.6440 0 253177 1.1722 1.51033 32 0.20000 3.06170 75.23710 56.10099 310400 1 .6521 33 0.22000 2 77305 90.11505 107.78098 3.15372 1.09730 34 0.24000 503049 123 .7723 140.23730 1.76252 2.02506 31 0.26000 7.3462 I64 46054 17 .70396 4.41045 2.37620 24 0.28000 7.02702 153.15045 157.9717 3.62141 1.5160 37 0.3000 7.05751 130.01615 147.01210 3 .1216 1.70113 36 0. 32000 073760 127.41602 101.10732 3.81726 2 06529 30 0.34000 *.75304 137.n7n1s 10.2S23s 3.40 03 1.83205 40 0.34000 10.627 104.70602 181.62301 5.32013 3.1n26 41 0.38000 13 31037 180.26403 120.74429 3.73400 2.01127 42 0.40000 13 .954 200.44571215.12332 3.46142 1.86300 43 0.42000 15.10440 205.03023 227.15405 3.460$7 1.87353 44 0.44060 20.71440 237.73012 291.0221 *.31141 1.3566 40 0.46000 25 1312 23. 94020 343 17876 4.80465 2.58703 46 0.46000 26.35141 238.00100 344.94100 4.02100 2.48736 47 0.50000 21074360 324. 4661 341.20279 4.66000 2S50007 48 0.55000 30.31631 24 .10932 346.33267 4.04131 2.17614 49 0.60000 37.06152 21 .30556 300 10727 4 15643 2323707 SO 0.40000 4.2W066 331.46244 437.79056 4.32008 2 32900 51 0.70000 44.40004 327.10244 390.62100 3.1003 1.O6$63 52 0.75000 50o 2203 254.74146 420.79713 3.S0613 1.40*2 53 0.30000 S4.034 312.33127 431.42307 3.40954 1 $6737 54 0.01000 *1 57004 410.0027 455.32463 3 44520 1.00411 SS 0.0000 71.87001 477.01007 501So0l75 3.S0086 1.03101 S6 0.00,00 *1.74641 525.85710 SA .O075 2.66210 1.07101 57 1.00000 10007257 557.20240 065.436 2 3 .6412 1.0004 S0 1.10000 92.30415 510.02289 527 .0276 3.004 1."O:

00 1 20000 109.80472 570.31152 574.03614 3.07087 1.6576S 60 1.30000 131.32590 650.51300 646.5596s 3.11121 1 76216 61 1.40000 137 .3004 6078.1770 611.05407 2.04691 1.62226 62 1.00000 136.20061 501.05023 570.72523 1.46072 1.31634 63 1.50000 161.40100 014.4109 434.17401 2.54694 1.37042 64 1 70000 160.61464 134.35425 423.1902 2 3.176 1.26006

• 5 1.80000 207.73677 526.76620 655.32400 2.34416 1.26167 4 1 .0000 220.34113 30.1663 728.547 2.47175 1.330,4

• 7 2.00000 241.31000 731. 635 7S011507 2.44032 1 31343 o 2.210000 276.35660 e6463419 7n1.7156 2.31111 1.24383 40 2.40000 284.10152 621.53485 741.22144 2.00601 1 07067 70 2.60000 33.8 0944 64 .40469 8181.0529 2.02771 1.00140 71 2.80000 350 342052 16.00091 707 43124 1.03270 0.06634 72 3200000 1137.7411 601.10 01 746 .O"4 I 1..00 0.06415 731 .20000 361 .4330 107.20420 707.01215 1.03103 0.08100 74 3.40000 416.0 543 71.085207 751.00502 1.43003 0.77400 75 3.40000 421.71210 721.33470 730.51727 1.32213 0.71140 74 1.60000 432.16494 700.66158 721.11664 1.22143 0. 5740 77 *.00000 440.0471 71.2 6302 600.421 1.12077 0.0445 70 4.20000 441.30176 496.70127 460.100 1.01373 0.SS64 70 4.40000 422.8000 70 .863 6.11371 0.83243 0.48032 6* 4.6*000 410.04140 644 72107 0S0.40105 0*.3737 0.41096 81 4.80000 441.01513 640.0087 403.49353 0.81102 0.43600 62 0S0000 470.31442 457.40266 081.01453 0.74202 0.41013

• 3 S.50000 430 76304 612.13444 502.30287 0.50004 0.31757 4 *.00000 431.36023 551.20001 401.71930 0.48417 0.26010 80 6.50000 455 17670 040 97407 433.00387 0.37906 0.23572 86 7.00000 400S46 577 701:7 440.43030 06 0074 0.22000 87 7.50000 477.13305 091.09447 29072272 0.34707 0.10707 la 6.00000 450.0426 S 415401 353.47842 0.2 873 0.10540 09 0.50000 433.25016 560.04236 321.74283 0.24771 0.23332 00 *.00000 432.40436 551 .6317 301.87518 0.22068 0.12824 21 .00000430.66950 051.73026 264.08511 0.19625 0.10562 32 10.00000 422.66750 004.63061 265. 6.85 0.17270 0.0.2.0 93 11.00000 402. 50050 06009503 22 13..77 0.13721 0.07300 04 12.00000 411.143095 501.193 215.27440 0.11073 0.04444 00 13300000 403.23221 507. 1011 107.30700 0.10200 0.00400 04 14.00000 3 73389 587.64178 17.105135 0.00667 0.04660 07 15.00000 300.02406 585.64203 143.70834 0.07430 0.03090 Page 12 of 19

GEO.HBIP.02.07 Rev.l Attachment F PD3BOO.O0O 023000.050 Pf230 HUMBOLDTDaY ISFI. STTX 4. PG&E. 06/2003 12000 points 0.005 dt par- t-r. .ad P nr pn..--r 97 1 0.01000 0.00431 0.06024 2.72037 1.74254 1.00110 2 0.01500 0.00975 0.13624 4.0304 1 .7442 1.00229 3 0.02000 0.01727 0.24377 5.45400 1.74728 1.00332 4 0.02500 0.02715 0.33302 6.32430 1 75105 1.0050 5 0.03000 0.03926 O.s090 1.223.0 1.71530 1.00874 1 0.03500 0.05362 0.77042 .62520 1.74134 1.01101 7 0.04000 0.01031 1.04224 11.06452 1.76340 1.01590 0 0.04200 0.07765 1.18057 11.s2063 1 77207 1.01306 0 0.04400 0.44542 1.32029 12.10753 1.77552 1.02004 10 0.04600 0.09206 1.48906 13.7930 1.77023 1.02218 11 0.04100 0.10217 I.7440 13 37434 1.70446 1.02513 12 0.05000 0.11304 1.0071 13.05432 1.7016 1.02733 13 0.00000 0.13404 2.52032 15.42002 1.79440 1 03220 14 0.06000 0.14009 2.00349 17.28236 1.84702 1.06112 15 0.04500 0.19700 3.30429 10.04234 1.07629 1.07702 16 0.07000 0.22732 4.0060 20.40107 1.86131 1.07273 17 0.07500 0.26344 6.3104 22.07022 1.08326 1.00104 18 0.03000 0. 0797 6.70147 24.18760 1.03740 1.11304 10 0.01500 0.3403 7.04321 21.72407 1.03720 1.11293 20 0.00000 0.37007 0.20860 25.30047 1.34402 1.04054 21 0.00500 0 41420 10.26514 27.38012 1 .443 1.06074 22 0.10000 0.47530 11.34775 259.0371 1.1333 1.00024 23 0.11000 0.65464 15.45132 37.50970 2 10300 1.354I 24 .012000 0.34058 22.44396 44 43133 2.36050 1.36121 25 6.13000 0.01010 321.2214 42.00703 2.14005 1.24464 24 0.14000 0.04523 20.2004 422400 1.4404 1.1147 27 0.15000 1.05030 330361 44.37577 1 .0490 1.00977 20 0.16080 1.51037 40.31419 50.64500 2.3830 1 .37214 30 0.17000 5.26232 45.45030 83.61501 3.15464 1.01225 30 0.13000 .750104 07.77423 050.0435 3.21324 1.97131 21 0.10008 2.44042 67.72236 0721725 2.00082 1.40526 32 0.20000 2.84477 71.0071 0.06237 2.501 1.450 33 0.22000 2.05210 75.73610 101.45023 2.04126 1.70125 34 0.24000 4.60922 75.57745 121.7814f 2.102 1.7323 35 0.26000 5.0843 07.35002 144.23302 1.16000 2.64867 36 0.20000 7.33704 120.81022 160.7401 2.00428 2.28562 37 0.30000 0.30502 104.24147 14. 0276 4.17004 2.3010 38 0.32000 10.36444 17 .44244 2032.0001 4.08013 2.34022 32 0.34000 10 .6793 183.77024 107.4731 3 73000 2:14305 40 0.26000 tS11440 19.0 8426 109.2102 1.00113 2.04414 41 0 .3000 11.48504 179.04047 180.00161 3 21222 1.04001 42 0.40000 13 52355 142.34024 212.42744 3241287 1.06070 43 0.42000 12.04055 158.26221 202.70134 3.10067 2.78134 44 0.44000 ' .03202 173.70270 186.10000 2 72510 1.56558 40 0.44000 13.41240 172.85047 10S.20250 2.54337 2.47206 46 0.43000 1 .57124 104.21040 203287049 2.73342 1.57032 47 0.50000 10.42S52 220.13300 231.0447 2.08220 1.71333 43 0.55000 1.S7410t204.8121 225.00107 2.43090 1.0060 40 0.40000 21.11524 173238001 221.12082 2.34705 1.35900 50 0. 5000 31.3183 303.20934 300.2008 3.04812 1.75118 51 0.70000 45.7154 40 51 4090486 2 5461 2.10702 02 0.75000 54.75041 42804471 475.50324 4.07608 2 34172 53 0.30008 64.03721 4332.2313 502.23971 4.04004 2.32562 54 0 .5000 64.40410 392.11409 474.07817 3.60086 2.07147 05 O.00000 48.00302 3922.4792 40.37344 3.46445 2.00072 0 0.00000 70.20701 421.2757614307144 3.27420 1 93849 07 1.00000 07.70260 52 .70251 051.05200 3.54511 2.03S20 50 1:10000 37.70224 404.74133 500.05401 2.03000 1.64332 09 1.20000 97.00038 394.12081 13 20240S 2.74331 1.57604 00 1 30000 120.05152 02 .47791 471 58310 3.1012 1.90640

'01 1.40000 136.81834 733.124 838.4 2.14057 2 21102 2 1.50000 200.20300 701.07732 833.4343 3.00072 2.04422 63 1.60000 221.44279 014.97522 300.02417 3.57058 2.00544 64 1.70000 253.41010 014.38190 03.6.0167 3 54500 2.03690 40 1.80000 270.08411 011.44252 044.51072 23.716,1 1.03274 86 1 90000 270.10504 911.05217 022.08352 3.13701 2.79644

• 7 2 00000 279233017 873.9701 317.04162 2.82413 1.62247 43 2.20000 270.5 92 304.3929 787.08363 2 30075 1.32170 80 2.40000 309.72050 015.432:10 0 0121 12.17701 1.25114 70 2.00000 330.07305 832 07916 701.0106 1.07974 1.13707 71 2.00000 357.05244 320.2578 801.22601 1. 4841 1.01302 72 3200000 371.40300 03052624 777.90219 1.37040 0.05900 73 3 20000 20.10400 002.00304 175.17212 1.50093 0.90015 74 3.400040 41122611 16.54071 760.07200 1 44012 0.32735 15 2.40000 415.67031 756.52374 725 0.454 1.3002 06747012 78 32.0000 431.17140 711.40431 712.12902 1 20906 0.3507 77 4.00000 457 34022 705.49200 110.2050 1.15372 0.46454 70 4.20000 481.10087 744.27400 710.73273 1.10461 0.63440 70 4.40000 40413180 778.032$6 705.70432 1.03421 0.50416 00 4 0000 Sn1.5980 800.04150 371.5311 0.94072 054045 01 *.80000 412.02003 790.64210 022.01000 0.04050 0.4S151 32 5.00000 480.12266 773.83702 410.40362 0.79330 0.45500 03 0.50000 470.0134 704.41633 037.05642 0.412220 0.2325 04 6.00000 434.10370 649.40017 404 59244 0.40000 0.28144 00 0.50000 424.06075 600.60423 4O0.0003 0.4050 0.23414 80 100000 450.91617 803.09329 404.74142 0.37242 0.21395 07 7.00000 493.5729 622.36940 413 .0437 0.3554 0.20423 a3 .00000 031.77115 413.3707 417.45240 0.33710 0.10387 I0 8.00000 550 035709 0 0.0067 407.25010 0.31097 0.17645 00 0.00000 549.66840 675.01372 381.64401 0.27430 0.15377 01 0.50000 523.04287 371.40076 341.02043 0.22739 0.13633 92 10.00000 407.02349 403.10072 304.01119 0 19872 0.11416 03 11.00000 431.69334 610.737 50.50100 0.10122 0.0:660 04 12.00000 471.35058 572.41050 246.00270 0.13477 0.07050 0 13 00000 484.37332 53 .07324 234.10820 0.12018 0.04905 96 14 00000 407.30814 500535120 210.70338 0.10489 0 00026 07 15.00000 481.5s324 402 . 52 203.10100 0.09164 0.0s23 Pagre 13 of 19

GEO.HBIP.02.07 Rev. I Attachment F PD3BO1.050 DlB01.050 0D3B IW7LDM UY. ISM1. 5 4. Mr. 04/2003 12000 Poist. 0.005 4t p. t. .-

.r 07 1 .01000 0.0041o 0.06017 2.7003 1.73339 1.00001 1 0.01500 0 00.70 0 133, 2 4 06370 1.73511 1.00180 3 0.02000 0.03727 0.24253 5.42471 1.73783 1 00338 4 0.02500 0.02705 0.30247 9.70005 1 74200 1.00570 S 0.03000 0.03900 0. 50606 .1114 1.74676 1.00I54 6 0.03500 0.0$333 0.77010 5.07450 1.75193 1.01152 7 0.04000 0.00603 1.04012 30.09120 1.70072 1.01544 a 0.04200 - 0.07727 1.175000 11.5057 1 74255 1 03765 O 0.04400 0.06494 1.32SAS 12.13227 1.74583 1.01204 10 0 04600 0.09301 1.09305 12 11243 1.74900 1.0226 11 0.04000 0.10141 1.03345 13.30126 1.77473 1 .02474 12 0.0000 0.11011 1.60474 13.80750 1.76002 1.02774 23 0.05500 0.13431 2.51983 15.34320 1.70791 1.03221 14 0.06000 0.14445 2.97563 17.22116 2.63041 1.04203 1s 0.04500 0.10410 3.81010 19.95020 1. 6732 1.07014 14 0.07000 0.22506 4.04511 20.26238 1 .5738 1.07240 17 0.07500 0.26192 6.34615 21.434 1. 7282 1.0A132 16 0.06000 0.30 01 6.70534 24.07210 1.02761 1.1215 10 0.0OS00 0.34435 7. 2521 25.50239 1 .1722 1 11273 20 0.09000 0.30606 9.26177 25.82790 1.64080 1.04283 21 0.9000 0...0. 10.2061 27.15102 1.63020 105071 22 0.10000 0.47241 11 24731 20.41052 I1.0945 1.02511 23 0.11000 0.S1 1215.30134 37.10067 23.144 1.23513 24 0.12000 0.04201 22.20191 44.00745 2.35286 1.25640 25 0.13000 0.00444 30.00131 43.72330 2.15640 1.24625 26 0.14000 0.03007 21 .501 42 10041 1.02010 1.21387 217 O.1000 1.040332.84740 43.04640 1.7037 1.0I010 20 0.10000 1.50030 30.2100 00.0174 2.30075 1.36303 .i 29 0.17000 2.2325 44.5sit2 82 5-10 3.10905 1.70560 30 0.1000 2.71456 56.4150 04.74500 3.3676 1.05544 31 0.10000 2.01000 6.13037 84.33054 2.1060 1 .6070 32 0.20000 2.63355 69.26803 0.P01674 2.6 302 1.00303 33 0.22000 3.00096 73.8744 4 0.S0024 2. 1802 1.09470 24 0.24000 4.5229 732.2393 120.22007 3.2101 1.5432 35 6.20000 5.88355 05.37002 542.10252 3.51520 2.63362 36 0 2&000 7.20305 110.03537 141.44230 3.7011 2 1.00 37 0.30000 0.17544 151.30173 102.1703 4 11732 I 2.37723 36 0.32000 10.22594 173.85126 200.76584 4.03435 2.32932 39 0.34000 10.04003 161. 4022 195.12674 32.9104 2.13143 40 0.34000 11.27330 167.1097 1 16.7S702 3.51427 2.02905 41 0.30000 11.34721 176.40178 17.62262 3. 7400 1.83310 42 0.40000 13.41443 15.056307 210 7133 1 3.3I00 1 .5487 43 0.42000 1.44880 157.52113 201.10434 3.07810 1.77726 44 0.44000 12.0500: 172:77150 164.03730 2.70564 1.54123 40 0.44000 13 .3614 172.80000 12 .15070 2.54030 1.47190 44 0....000 15.50073 19 4203 102.9257 2.72209 1.57106 47 0 50000 10.36570 234.17474 230.70022 23.7101 1.71573 49 0.5000 10.77670 203.38340 225.02150 1.3007 1.2367 40 0.60000 21.14131 172.39606 221.39209 2.33699 1.10030 50 0.40000 3II.4III 300.62372 300.76147 3.05294 1.76248 51 0.70000 4560230 401.75044 010.13307 3.76431 2.17341 52 0.7000 56.8150 425 96170 474. 3240 4.08325 2.35756 53 0.00000 44.14051 434.37756 503.21544 4.05254 2 33003 54 0.J500D 44450171 302.74222 475.42507 3.40847 2.00343 Ss 0 .0000 70.04454 303.31400 400.003314 2.4040 2.02003 54 0.0000 75.37479 426.49907 406.51040 3.37710 1.4080 57 1.00000 17.62304 026.3011 2.5 001.81415 000 2.04072 5S 1.10000 7.1214 4'7 47128 S01.00176 2.03376 1.6309 00 1.20000 09.07511 34 3753 012.52045 2.74601 1.58547 00 1.30000 130.0472 5013.7721 672.05290 3.32244 1 1771

• 1 1.40000 164.03059744.05511 .30.0400 3 .5204 2.22349 02 1.00000 20D.39467 782.72003 *39 41125 1359571 2.07760 63 1.40000 224.00023 857.45331 800.44505 3.58217 2.04825 64 1.70000 253.56319 014.73566 937 24127 32.4707 2.04945 65 1. 0000 270.74644 012.33575 045.040323 373744 1.05062 46 1.90000 17I250. 2 912.32086 623.44588 3.12061 1.80630 47 2.00000 279.48132 974.20355 879.01640 2.82047 1..3146 40 2.20000 275 72220 907.33148 757.44070 2 30134 1.32002 40 2.40000 3091 007 310.63202 11. 18055 2 17800 1.25794 70 2.60000 230.00307 839.20670 790.6110 1.6048 1 14347 72 2.80000 357 17700 020.1742 601.50346 1.64002 1.04527 72 3.00000 371.00015 639.24043 7701.2732 1.7.122 0.0 402 73 3.20000 3290.0700 662.0450 700 3343I 1.00126 0.01200 70 1 40000 411.*ll04 816.72475 740.26453 1.44040 0.63170 75 3.60000 *15.77005 75.70700 725.64 9s 1.30009 0.75091 74 3.0000 43.237643 718. 5764 713.10204 1.21013 0.40070 77 I 4.00000 457.4404 705.53927 714.04564 1.10701 8.4603 78 4.20000 461.1014 744.50009 71.9S6009 1 10470 0.43767 19 4.40000 414.24535 778.14700 705.0.927 1.03437 0.59722

• 0 4.60000 491.74570 100. 40005 71.40048 0. 4090 0.54325 01 4.80000 402.00550 704.90344 *32.12130 0.0473 0.40003 02 5.00000 480.9 741 773.6413 1.85,11SS 0.79349 0.408014 83 5.50000 470.05325 707.04364 539.01064 0.03234 0.34511 64 *.00000 434 16044 040.94410 404.5170 0.4000 0.A285 3I 6.50000 424 .0305 600.14795 410 72002 0.40757 0.23532 06 7.00000 400.04000 S0O.53004 404.74361 0.37244 0.21504 87 7.50000 493.60301 622.81287 412.590102S 0.550 0.20024 08 0.00000 S31.00517 640.l3582 417.79124 0.32711 0.1446 09 8.50000 550.97966 648.40300 407.28323 0.3100 0.17054 00 '

0.00000 046 70455 70.20171 301.72760 0.37430 0.15050 01 9.00000 523.05031 72 0140 344.53070 0.23730 0 13704 92 10.00000 437.00047 450.56432 306.0003 0.10674 0.11470 03 11.00000 438.7625 417.05016 200.4411 2 0.15124 0.08732 04 12. 00000 471.4000 572 .73840 24.312640 0 13671 0.07380 05 13.00000 484.47372 035.02490 234.15673 0.12021 0.04640 06 14 00000 487.20120 500.28002 213.0540 0.10430 0.04000 07 1.00000 405.90250 40*2.57600203.53021 0.09176 0.05200 Page 14 of 19

GEO.HBIP.02.07 Rev. 1 Attachment F PD3BO2.050 0033, 002000WT 3M.y. ISM,? SrlK 4. PG&E. 0612003 12000 p~it0. 0.005 dt Ps-."oo o .d.~....

'7 1.00064 1 0.01000

~~~~~~~~~~~~~~~~0.00964d 0.00420 2 O.01S00 0.04000 2.49433 0.123493 4.04507 1.72572 1.7274 1.10 1 .0"024 M

.02000 0.01720 0.41717 5.40314 1.7'045 4 0.2500 IL.02452 0.31172 0.76754 1.72305 1.00530 O 0.03000 0.00400. 0544.111 1.14220 1.73943 1.-004,.00 6 0.03000 .05300 0.744620 3.53104 1.74403 1.01120 7 0.04000 0.00941 1.03214 20.93500 1.75008 1.02527 001.4042000.0091: l1.1425 2111.103 1.75447 1.02735 9 .040 0.0 4 1 1.2130 12.07523 1.7077* 1.02927 10 0.04400 0.02644 1.47914 12.4541g1 1 212 1.02170 11 0.04000 0.0112 1.07001 12.22473 1.744053 1.021434 1.2 0.00000 0.13003 1.60100 13.82505 1.77191 1.02746 12 .00500 0.13372 2.49775 15.27630 1.77910 1.02203 14 :0.0400 0.1427 2.9312 17.14931 1.43150 1.06201 10 .0 0.19021

'.0 3.730 120.7023 1.000057 1.07771 14 0.07000 0.22474 4.92644 2 .17612 1.003 1.0717:

17 0.07500 0.26052 4.343220 21.82480 1.04348 1.09054 1s 0.00000 0.30505 4.737323 2.05834 1.91004 1.11220 19 0.00000 9.234445 7.74042 25.470046 1.010856 1.22241 29 0.09000 0.0000S 91.19423 20.72027 1.234 1.04122 21 0.095000 0.407 20.122074 26.97024 .1774 1.040 22 0.000 0.427 11.14224 20.42234 1.80645 1.03980 23 0.100 044004 10.22011 10.03021 5.15030 1.2 444 24 .1'2'000.0.:43421 2i1.0024 4.74374 2.233282 1.20401 20 ".300 09900 30.42742 42.4::I112.112400 1-2.24004 24 0.1000 0.01322 4.3404 I 1.0404 1.0122 1.117 27 0.100 1.04104 32.43075 6244414 1050 1.0179 20 0.14000 1.43546 30.844085.347 2.304 1359..*

2.204117 43.73049 41.01379 3.077'9i2 3.70474 29 01700

~~~1000 02.29757 93.00000 30 0.~~~~~~~~~~~~~~~

2.474 .491 2.04240 32 0.20000 2005 4.070 2450 23.92422 1.644462 23 0.22000 3.45494 72.27320 09.73000 2.08229 1.67122 34 0.24000 4.03449 72.55853 110.77013 3.17622 1.04176 35 0.26000 0.1305 02.72559 140.47847 3.47307 2.012900 240.00007.15771 114.43102 14.13 .04 .4934 37 0.:30000 9.04420 140.027 09330 .06022 2.290 3a 0.22000 10.12000 171.44141 190~1 5 :104 3I0000

-. 2.21.22 39 0.24000 10.44001 179.0221015001 .07 2.172 40 0.34000 11.13510 1.4.74742 I14.40322 2.47704 2.0"105 41 0.33000 11.23130 174.13221 100.70010 2.14271 1.03232 42 0.40000 13.32377 157.25047 200.202,23 .342303 1.90027 43 0.42000 1.303077 154.90858 190.90149 3.05970 1.71420 44 0.44004 12.04041 172.00513 184.00320 3.4921290 3-.51211 40 0.44004 132.27044172.24.07 101.:32112 2.202 1.4710 44 0.48000 10.4303 2194.941220220619 2.71227 1.57330 47 0.50009 10.32023 233.39012 230.210 I .45 1.7142 40 0.50000 10.70330 202.20329 224.00479 2.047 1.03110 4, 0.40000* 21.16700 171.59055 2221.442 .7201 1.275sat 00 0.45000 31.09628 304.16704 309.'22024973.05755 1.77295 51 0.700004.07 4129 041.12430 2.77319 2.18702 523 0.75000 424.00900 477.15440 956.512 4.06090 2.17107 53 0.00000 64.23030 41134.212454.64342 a 4.05612 2.31229 54 0.950000 64.49473 9322547 474.77347 3.411224 2.00401 53 0.00000 70.09209 303.7492 4a9.33514 3.50092 2.03005 54 9.90000 5404 2.270"'490.90440 2.30013 1.54 07 1000 0.37 5224.05929552.51239 3.5342 2.022 53 1.20000D 07.01230443.2400 502.15240 .027116 1.70214 59 1.20000 9.159151 394.4:102 0, 13.0,4033 2.724440 1.130349 40 1.30000 1M3.1590 5.32099 72.430 3.32251 1.2717 401 1.40000147.041238 765.122123 39.430746 2.053251 2.23435 62 1.0 000 250.4%454 703.44362433.03705 2402 ..

00740 42 1.40000 24.0f.5324157.805909001.24345 3.004500 2.0705 44 1.70000 253.72904 915.07574 §37.11732 3.55002 3.05901 45 .00000270.09474. I13.95721945.0.010 3.30027 .1.0400 47 2.00000 279.410 974.4050 47a.44239 3.0S2704 1.6302 40 2.20000 275.93720 007.71545 707.789931 2.30279 1.33530 49 2.4000030a.9.... 914.100 911.469494 3.179I1 1.26369 70 2.40000 331.0997 939.47524 800.13002 1.90113 1.14070 71 2.10000 3072.2992102 203.024 001.75323 1.9457 1.:O0170 72 2.00000 371.71542 350.5757 774.52135 1.67172 0.04934 73 40.04:17 04.12.2010700.40020 3:.2.0009.11. 1.01154 0.9170 74 .400 419079 010.900001740.43317 1.44042 0..3404 70 3.40000 415.0404 754.0022 720.02220 1.3 007 9.75432 74 3.40000 431.2710471.747 71.00 1.21201 07019 77 4.00000 457.52567 705.58464 719..67942 1.15725 0.0710 74 4.210000491.241291I744.7019271.046745 1.20492 0.644070 791 141.400 494313 I 770.229003705.90320 1.03451 0.5907 09 4.40000 401.015200.94047 471.798119 0.04105 0.54561 01 4.800000442.94404 704.50464 422.220120 0.04090: 0.4223

~~~~ 774.02252 41S.50702 5.00000 42~~~~~~ 400.00243 I.500001470.99374 707.41377 234.06195 0.'7930 9.43240 0.401 0.3441 03 04 4.0000 434.21471 5035240 454.71069 0.44902 0.2040 02 4.50000 424.94429 409:.53303410.77173 0.40751 0.23434:

04 7.000 40.917041 4013:1.9330 4014.700:25 0.3724. 0.21090 47 7.00000 493.2171 23.11 413.49 35 0.20052 0.20615 00 .0000 031.S0I0440224 1.0 0.321 .154 49 0.50000 050.932543 .45 0 07.2323 0.3 109 0:.133 90 9.00000 544.70790 47.907 3241.72005 0.27430 0.160024 91 9.50000 524.04260 672.39429 346.59544 0.2273 .137417 92 10.00000 4t7.90012340.5 1110. 594 319074 0.3104 92 11.00000 438.417981417.4327143 250.40213 0.15125 0.00770 04 12.00000 471.37754 573.01575 244.81273 0.1347 0.0731 95 1I-.001009 :40442743 03.13000 234.13440 0.12020 0.04019 04 14 000 .. 47.37039 505.53042 210.73537 0.10404 0.04095 07 15.00000 403.1453 483.24004 230.49035 0.09175 0.05320 Page 15 of 19

GEO.HBB3.02.07 Rev.1 Attachment F S1AA.050 SL.A 050 0.O1 15999 p.it. 0.005 de p r-ct.rs r. ,-d..vp-v....

7 1 0.01000 0.00337 0.29937 2.11732 1.25S20 1.00l1s 2 0.01o00 0.00765 0.32e7a 3.20202 1.23702 1.01004 3 0.a20 0 0.170 1.42452 4.3l10 1.2000 1.02420 4 0.250 .2110 .2230 S.0204 1.41002 1.04120 5 0.03000 0.0322 J2.0215 6.I1a3 1.45300 1.07332 7 0.0 00 0.0oS20 .50 1243 1.200 47348 20 Of.0524 S 0.0o200 0.0o104 5.42170 0.43012 1.43457 1.0503 0 0.o 0 0.4005 $ 2028 6.1ss P.50274 .23l520 1.02295 10 o.04600 e.07414  :.:1201 10.12712 1.4 317 1.04210 11 0.04050 0.00422 4.24752 11.02450 1.472S 1.00720 12 0 o.soo 0.2441 s.05039 117414 11.1110 10007 12 0.05000 0.011590 *.4054 12.2202 15440 1.14007 14 0.00000 0.140 .4 0585 15.02512 1.0100 1.10227 15 0.06500 0.17183 7.72030 14.01507 1:.0329 1.20652 14 0.07000 0.10421 10.2 2459 17.1178 1.41336 1.1 137 17 0.07500 0.24355 1243757 20.40235 1.74171 1.20614 a1 0.08000 0.2748 14.4705 21 9007 1.75828 1.29337 10 0.05o00 0o2427 15.5724 21.7512S 1.38000 1.20950 20 0.0o000 0.20047 14.00740 251054 1.70042 1.22051 21 0.0o500 0.40 14.42900 24.0170 1.02524 1.34701 22 0.10000 4.40026 13.52530 23.960 1.0160 1.36734 22 0.11000 0.50744 2-4.1240 33.54574 1.51090 1.44141 24 0.12000 4.70473 25.94497. 20.3944 1.0040, 1.41753 25 0.13000 0.07102 332.2247 42.00011 2 07090 1 52370 24 1400 1.06047 35.70020 47. 026 2.19712 1.12287 27 0.15900 1 lz.55 25.01021 4Z.SS1S 2.07204 1.05005 28 o 0.10 1.53228 42.00437 60.16783 2.41348 1.73602 29 0.17000 1 72112 43.02725 02.01230 2.40000 1.77224 30 Zo10.127000 .I41 5.47424 a.21a5 aa 1 2.41282 2soosZ 1.0047 loo I ::

sl X s 21 0.o0000 2.10374 04.1071 722.570 2.4299 1.0177 32 0.2000 2.23440 79.944 3.05145 2.0756 2.11750 22 33 24 0.20 o 23ooo 3.24000 2.00744 09.24770 102.43226 3.5soZZ 104.09424 111.27349 4.25033 2.9949 2o ss z

2.80301

~l 2.21402 2.20112 SZ1lZZs 25 0.20000 0.:1432 121.39534 120.29433 1.09709 2.:2374 24 0.20o00 50032 12.7235 147 .915 2.249 2 40958 37 20 0.30000 3s o 3.35240 102.491 l0 3Zooo 0.32000 10.27074 27z ls7 10.4050 w"l7g ssls0 201.702 137.01120 ~ 2...774 0709 4 .073 2.3055 22.93 PP588 39 0. 4000. 10.4522 182.05258 102.70036 3.04022 2.70734 40 0.0 1.10130 192.00739 100.20211 3 254212 2.0132 41 0.23000 11.70542 19244357194 I4.3 2 3:2. 77 2.43592 42 0.4000 14.179 20 3.05 222.07420 3 57274 2.03822 4 0.42000 1S.51592 224.22050 222.170 2.55710 2.02611 4 044000 10.04654 241.2233002225.14407 23.5229 2.47554 45 0 00 17.15244 239.4 206 24.240s 2.27370 2.42114 43 0.4 000 15.0450 200.71042 205 .0475 2 75401 2 03615 47 0.50000 17.20010 1632.4022 216.9973S 2.79052 2 .002 40 0.5000 21.45372 171 26000 245.14401 2.383 2.11302 49 0.00000 24.47419 917.'4002 254.29312 2.74415 2.02105 50 0.05000 29.20452 22 .2104 22.3:07700 2.79970 2.00740 51 0 70000 243 101 2276. 210.22424 2.05072 2.10501 52 0.75000 40.12541 200.59421230.15204 2.0027 1.12038 52 0.30000 47.25026 322.33911 71.14S931 2.93028 2.20443 54 0.30S O 51.60455 325.75275 201.90344 2.80174 2.13535 55 0.90000 54.04202 322.9O042 332 57117 2 74227 2.02419 04 0.95000 .:0217 304.71079 350.37400 2.41201 1.70229 07 o1.00000 50. 320420.4254 200. 2.45.55 192003 1:.0909 58 1.10000 74 52 2:9.5.z20004423: 0951 2.41710 1.32002 S9 1.20000 02.73297 4.5722 35.54371 2 0011 1. 2017 0o 10000 112.71723 475.22742 544.75711 2.09775 1.9211 01 1.40000 130.46594 4260.7505 612.45770 2.31352 2.0796 02 1.00O0 144.44704 31.73272 005.06213 2.59275 1.13457 03 1.0000 104.42237 30.1425 45.39104 2.59012 1.12923 63 1.70000 108.25155 3132.9214 622.0220 2.35703 1.14051 05 1.:000 174.24490 603.00551 600.23645 2.17053 1.60870 4S  :.0000 171.:2709 09..00441 54.420305 .1.2017 1.41751 7 2.0500.0 105.120 570 1511 487.52305 1.57201 1.11191 43 2.20000 12370204 492.38821 :1.1 . 1 0.35797 45 2.40000 132.05 5.12 .047 4.00 .09407 2s2Boo ^.2353 *5§ 27432 346. 16 oso1 a 0z s4 70 2. 0000 147.44139 444 25827 200.25000 0.80025 0.05451 71 2.80000 157.40851 407.4347 252.22305 0.0122 o.599 72 2w.0000 145.02701 460.00407 305.00002 .015574 0.4022 72 2.20000 143.00342 459.18359 232.47516 0. 50?9 0.42087 74 3.4000011.23857 4 453.43420 261.00327 0.49646 0.06601 75 2.000139.13404 450.45239 242.3011 0.429 0.2224 74 2.30000 12 2.5257 440.58142 220. 9049 0 .7320 0.27923 n7 4 0.000145.00375 436202277 221.21075 0 3703 0.27345 71 4.20000 152.a0013 422.14093 225.8384 0.25257 0.24109 79 4.40000 141.7209 412.29047 230.04283 0 .3791 0.24952 30 4.0000 157.77242 403,51312 215.50251 .0120 0.224 31 4. 0000 159.83412 394.44043 200.20705 0.20119 0.20764

• 2 5.00000 17.32162 382.11418 210 24256 0.27284 0.20147 02 5.50000 144.41702 321.45124 107.l3025 0.22444 0.13573 04 0.00000 1 0.4524 284.02020 100.47549 0.20955 0.15474

• S *.50000 113.52430 211.0911 147.72005 0.14670 0.12230 36 7.00000 154.22705 203.07420 240.22930 0.12921 0.09541 37 7.50000 160.47481 94,.30557 1230.4312 0.12024 0.0037 3 l 0.00000 205.57771 204.4495 161.4036 0.12937 0.095S0 30 *.50000 252.23701 285.20041 186.45317 0.14145 0.20445 00 0.00000 253 72525 270.03222 100.2430 0.12958 0 0.500 01 .S0000 257.73124 272.50235 170.48018 0.11190 0.00502 22 10 00000 220:.9105 231.22004 145.08514 0.09201 0.00924 32 11.00000 173 55843 2 005320 101. 923 0.00200 0.04573 94 12:.00000 159217245 292.50232 32.44722 0.04897 0.03015

'S . 0 14 .005 2.14251 71.57010 0.02970 0 0298 90 14.00000 140.40201 230 970 02.04013 0.02250 0.02412 97 1l.00000 13S.49011 284.00981 54.75443 0 .0208 0.02140 Page 16 of 19

GEO.HBIP.02.07 Rev.!

Attachment F S3AA.050 20999 points 0.005 4t por.1.s _r t..tsv_.ps s.ar 1 0~~~~~~~~~~~~~~~

0.00351 ~~.01000 0.11685 0.00800: 0-1.7200 2.20421 3:.25207 1.41260 1.41220 1.02823 1.032922 2 0.01500 3 0.0200 .0140 I.17 I 44317 1.4150 1.2045 4 0.02500 0.021709 1.510074 . 0 1.040 1.01160 O 0.03000 0.03212 2.14320 64.5412 1.39647 1.00475 4 0.03500 0.04450 3.52104 .090272 1.46487 1.05591 0.04 000 0.04235 0.2405 9.7937 1.57748 1.13722 8 0.04206F 0.04711 5.4:0500 10.0329702 1.52627 1.10024 I 0.044001 0.007447 15.39200 10.3479 1.54990. 1.11725 1 0.040 0.07970 4.140 10.3934 1.52940 1.20242 11 4.04800 0.04082 4.44047 11.42424 1.55304 1.12004 12 0.05000 0.09420 7.02900 12.08924 1.54779 1.11540s 13 0.00100 0.12410 94402 14.1771 1.7190 1.01 140.04000 0.14101 11.11001 148042 1503 1129 19 0040 0.19344 12.74537 13.71778 I 13.024 1.32190 14 0.07000 0.2043 14.97925 18.34952 1.7241 1.21044 17 0.07500 0.23940 101.25-7-10 20.07774 1.27 1244 10 0.90000 0.29784 14.914005 23.39375 1.:81012 1.3154612 19 0.03900 0.1470 210.0,402525.77411 1.05740 1.100 20 0.09000 0.4"0799 20.44254 2 4.4321 2:.03102 1.1444 21 0.09500 0.45409 20.00200 20.00171 2.02762 1.4115 22 0.10000 0.4521219.87197 28.43270 1.82274 1.22.389 22 0.111000 0.54380 2:4.4440 22.20417 :1.80246 l1.30044 24 0.1200 0.783 28.2049 291300 2.122 1.14 21 0. 1.2000 0.09499 29.21031 4.2.35305 2.13049 1.54S4618 24 0.14000 1.17672 37.71243 52.81101 2.42658 1.14913 27, 0.100100 1.221457 4.24 05.90228 3.31226 1.72307 20 0100 1.541761 4.84 40.70480 2.4401I~ 1.10494 29 0.17000 1.7980 48.90924 4.799 2.51429 1.41279 20 0.190000 .4:001 57.3501 47.710218 2.41398 1.74004 31 0.19000 2.444120 0970 80.82422 2.73109 1.9482 32 0.20000 2.910' 7.9744 91 1451 2.02654 3.10902 33 0.22000 .3.0500 47.01028 9.134 2.70029 1iJ....

34 0.24000 4.07672 78.103514703 2.56..53 35 0.24009 5.02929 98.37157 121.05344 2.003124 2:.14400:

38 0.260009 4.21470 120.45498 139.50220 1.20241 2.202 37 4.300001 7.02472 159.29493 102.02205 1.5123 3 2.53284 38 0.3200 3.27011.4410 4.909 3 2.29743 2.40 39 43009 .79012 187.3404 1. 00..727 3.42444: 2.791 40 8.260009 10.95585 183.80924 191.21570 .144 2.44099 41 0.380000 12.20927 103.098 20.93 2498 2.47923 42 .4000011.2942 11402 200.1441 2.241019 2.41201 43 4.2000 10.21343 201.01021 I2.0838 2.109 .904 44 0.44000 17.44108 233.04249 249.00777 3.44045 2.62425 4 0.44000O 17.99290l224.99002 245.74179 3.70 2484 44G .*00 19.109 203.77294 254.9407 3.44284 2.04147 47 0.50000 22.30407 2095957209280.919713 :2.15057 2.40580 48 0.0500 28.44210 20.2. 4277 30.04771 2.527 2.5797 50 0.4S000 40 ~~~~~~~~~~~~~~~~~~0.4000 22.35447 249.44001 328.0732 35.27920 240.274 19 41.02472 2.42403l 2.41940 2.2790 .2499 11 0.70000 38.7812 327.25220 343.4871 13.14407 2.2481 52 0.750 41840320.4740130899 3.,09734 2.14'774 53 0.00000 44.53414 227.05832 240.4929. 2.9174 2.11725 54 0.8000 491712 310.423179343.522771 2.70071 1.9074 50S 0.00000 :72O.

00.942314 305445 411.492374 2.943406 2.12180 54 0.95000 04.57327 420.440457 427.073 2.89243 2.00070 57 1.00000 74.90412 45.3..7354471.399 .01200 2.055 S8 1.10000 00.045 4.32 5.14 2.47200 1.92440 59 1.20000 108.23844 07S.90924 544.73517 32.03902 2.15095 40 1.20009 121.121459.8000477 2.80930 .80 41 1.-40000 11.94 04.027001.34844 2.44251 1.401 42 1'.5000 130. S005014.21899 078.07049 2.40299 1.70979 43 1.40000 144.3214750 22 6.790 2.1759 1.64I11 44 1.70009 144.9594 0304044I 535.77039 2.02941 1.44290 45 1.80009 140.99520 508.78220 493.14414: 1-.74040 1:6.24092 44 I 1.0000, 131.13290 491.78835 458.70710 1.045 1.1140 47 2.0000 It 10.6440 S47.032246592.021 1.99 1.1740 40 2.20000 203.07073 574.00371 079.9914 1.4905 1.24534 49 .40000 177.92314 1332.14187440.00172 1.20073 0.9155l 70 2.40000 230.02721 200.049609335.73309 0.83197 0.00970 71 2.600000 19.70 2.4 2024.21 .2124 0.48 72 3.00000 142.33403 374.31305 297.10 0.420944 044128 73 2.20000 152.72041 300.41044 301.0403 0.41042 0.44001 74 3.40000 12.319503 350.4:0409240.022041 0.441278 0.44233 75 3.4000017.409 315240 30.9:470 0.5214 0201 7430000 19.904523314.7559 231.0047 0.391147 020232 77 4000151093 210.40051 248.82844 0.400391 0.204 74 4.20000 100.47549 312.34442 270.20993. 0.41514 0.39924 79 4.40000 100.48701 320.85440234.400 0.90 .2080 s0 4.60000 100.33422 331.0791525 2.13441 0.35792 0.257901

1 4400 170.94374 321.1730. 234.241867 0.31771 0.220901 82 0000174.20344 324.03859 219.019053 0.22000 0.30549 82 5.50000I577.80700 336.72905 202.89:781 0.233901 0.17154 04 4.00000 231.17020 310.44305 242.0043 0.24145 0.10040 05 4.50000 344.00725 233.02500 234.415132 0.238001 0.17154 04 7.00000 204.40 3720413.0098 0.17314 0.12440 87 7.50000 222.40000 147.71945

17.27110 0.12797 0.0224 It 0.00000 12.710304 009 121.514 .091 0.07146 05005 540 3004 302.0348 110.213 89 0.08440 0.009 09 9.00000 142.02745 292.4017 00.1304 0.07272 0.0534 91 9:.500001133.98400.20.24:20I 0.4.1720 0.04229 0.04400 12 1 0.005 137.0412277.0955 00.04 0.01415 0.01902 93 11.0000 120.07385 240.94044 4910 00.043507 10.03105 94 12.00000 114.912208 244.38500 6.22025 41 0.0325 0.020423 95 13.00000 112.23093 241.90094 54.24347 0.25 .212 04 1.00014.44 340.42981 44.00724 0.022445 0.01777 07 15.00000 008.806290259.70159 40.40078 0.021800 0.01571 Page 17 of 19

GEQ.HBIP.02.07 Rev.1 Attachment F S1B3B.050 013B0.00 153959 point. 0.005 dt p-r.0..a.r.- s~~.aa 97 2.02154 1.01055 1 0.02000 0.00502 0.22146 3.15153 2 IS 0.1300 0.01111 0.75310 4.0523? 1.00159 1.00003 3 0.20 0.12 1.70 0.04 1.90414 .00 4

0.210 O .3090 2.06 220 700 1995 .04 0 0000.0 .040 .331 .5357 1.9972 1.042 6 .01001. 0.0153 3.973 11'.132612 2.0300 1.2422 70.04000 0.0:112 I.54033 12.00179 2.05747 1.034444 3 0.04200 0.081309 0.31514 12.20777 3.02042 1.02200 0 -1:.

.0400 0.0701 .0220 13.91101 2.03709 1.02437 10 0.0400 0.1141 4.20009 14.84431 2.04009 1"0400 1 0.400 011940 1.01313 111.05610 2.09094 1~.0110 12 0.00000 0.12033 0.07229 14.10004 2.07103 1.04302 13 0.05000 0.150170 .340 13.24503 2.1220 1.00054 14 0.060000 0.1024 0004 101000 1 2.04120 1.02847 1s 0.04500 0.214 .772)0 20.42115 2.01102 1.01300 14 0.07000 0.20230 2.3. 54214 22.49059 2.07707 21.044152 17 0.7500 0.30801 15S.40442 25..0341 2.20330 1.11039 1600800 034370 16.2177378 .101 2.1444 1.0500 10 0.0301000 0.40070 14.30344 30.21070 2.2309 1.521 20 1101.0000 0. I03 13.23B324 23.02770 2.41140 1.21601 21 0.00500 0.18301.l I 17.011,L2 33:.407152 2.55100l 1.30540 22 0100 0034 20.120400 30.44104 2.1587 1.139 23 0.1000 0.109124 31.000 30.07 2.20021 1.35300 24 0.2000 0.940331 34.04013 50.0741 2.60704 1.31033 25 0.23000 1.23671 34.3I117 09.77291 2.00420 1.40050o 24 0.14000 1.203280 41.01754 S03.1023 2.43417 1.30340 27 s0.1000 1.62071 41.0'410 7.3311 47.10260:

2.91012 11I.44424 2.707201~ 1.I 0 21 0.145000 1.72145 44.0,040 29 0.17000 1.002236 30.15250 5190 2.671 1.12275 200100 2.13710 43.54205 74.34403 2.71023 17..70 31 0I.1900 2.52721 62.31424 33.57407 2.02330 1.42277 22 0.200000 2.173426 67.51103 37.47012 2.60032 1.4 1520 33 0.22000 3.45370 78.33603 03.40305 2.30507 1.400 34 0.240010 4.7000 17.50000 121.04720 3:0.30001 1:.6260 20 0.26000 4.4735414. 3 1 6.5004 3a343 1.605205 344200 (13084 135.04311 133.49037 3.13791 1.4020 37 0.30000 7.35124 110.416441 153.34407 3.203001 1.49535 36 0.32.000 3054100722 195.4)032 3S2.21 1.01403 33034000101203131.10460 134.83425 3.52900 1.77040 40 0.34000 11.244023I 16.44474 104.24522 3.43041 1.74320 41 0.310000 13.7(7413 717.51230227.44260: 3.64040 1.030001 42 0.40000. 12.97712 101.57421 2210.522 3.02430 21770 43 0.42000 10.0134311083.0014 230.38020 3.664071 .44 44 0.44000 22.02841 231.27534 315.37034 4.604241 2.13 45 0.44000 28.0407 34.5027 3412.52241 0060 2.55350 46 0.43000 271.7354S245S.7777534.4 2410 ... 2.45204 349 47 1 0.500 30.42242 204.61752 302.200353 4.11400 2.~41530 40  :

0.5.00 31.382(5 250.45434 344.2.2453 4.25512 2149 40 0.30000 30.35017 213.56170 415.30901 4.44702 2.244100 50 0.45000 4900374 300.25335 474.44500 4.40330 2.364445 51 070047.57417 201.44413 427.02476 3.02107 11.07040 52 0.75000 53.40033 39.1427 447.83629 3.33734 1.033242 530.30000 53.3 317 07.04235 457.95123 3.03179 1.35504 54 0.65000 644.00033432 .30920 473.00499 3.43427 1.02707I 05 0.0000 71.42670 404.75650 524.57770 2.06803 1.39701 04 0.300 355.35727540.33072 540.341542 3.02444 1.131)5 57 1.000 33.07434 573.37860 590.470706 3.807002 1014011 53 .1000 95.41533 030.06702 035.01453 31373 1 604 50 1.20.000112.27513 594.95123 007.87122 3.1503'3 1.53727 s5 1.20000 145.77'204442.11224 40.301,224 3.-36907 1.09773 S1 1.40000 140.54324 414.907 43.549 2.013 14 I7 42 1.5$0000137.4431253.532574.464107 2.47130. 1.24534 43 1..000 112.75044 563.07532 430.12030 2.54710 1.2934 44 1:.7000 149.4345 534.1104 424.07534 2.37120 1.10471 45 1.800000 3.5737 538.33003 450.50740 2.35306 1.1:333 406 2.90000 222.22041 622.43544 734.37012 24233 1.25574 47 2.00000 143.36132 737.05343 744.11450 2.4677 I1.243 03 2.20000 271.55942 300.43004 795.54304 3.32040 1.27340 (9 2.40500 107.2202 320.03002 751.05654 2.01439 1.0 143 70 2.30000 333.44497 303.42834 320.71419 2.03124 1.02343 71 2.10000 357.4952,4314.54437 3,02.21741 1:.34492 0.02955 72 2.00o0 53.a2599 04.0050 50.04730 .01 0.I1014 334.94:370 1.235033 707.991M 7~~~~~~~~~~~~~~~~~3:3210000 1537 0.64 74 3.40.00 4 1.521 73.97532 64103813 1.44392 0.72751 75 3.30000 424.94934d7'24.71?234741.74719 1.334634 3.440727 76 3.30000 437.34416730972.07418 1.22552 0.561722 77 4.00000 443.33203 711.159138701.00674 1.12023 0.5445 7* 4.1000a442.15222 606.35235 441.4531 1.1 2 0.51144 79 4.400000427.03047 610.33367 009.33092 6 0.301457 0.45032 30O 4.40001042.2054911404.00591 599.31541 0.33317 0.42221 3 4.30000040 1.582 411.03003 40.921 .13 .00 62 0.00041.013 57.77771 51.95300 0.73340 0.33468 33 5.50000 440.60574 412.54435 502.445 0.931 0399 84 4.00000 431.31001 051.515 451.447424 0.4:334 0.24238 35(50000 435.50142 543.03394 44.123 0.43744 0.22051 36 .0000O 401.33005 577.37241.02130 040024 02.20109 37 700000 473.23444 532.03474 40.4474 03430 0.7502 33 .00000 451.22023 534.24354 354.20757 023075 014099 398.0000 434.46430 5040.24344322.43370 0.24047 0.12212 910 9.00000 433.41514 002.97357 302.72046 0.22063 0.11110s 91 900000 431.00653 551.90344 230.12207 0.10704 0:.09027 92 10.000000422.61011 554.69977 265.0378 013723 .03 02 11.00000 402.31334 569.231 229.6012 0.131 0.04900 94 12 .0000 412.02005 531.72919 215.72220 0.11903 0.06010 3513.0000 400.21343 537.52234 197.73102 0.1302,04 0.005142 4 14.50 390.70000 500.01634 1713.2721 0.0064 0.04246 07 15:.00005, 200.54242 584.26465 1(3.50000 0.07422 0.03745 Page 18 of 19

GEQ.HBIP.02.07 Rev. 1 Attachment F S3BB.O5O 129.030 13905 point. 0.000 dt p-t.-~ or-~4n~~.oS 17 0.01000 0.00460 0.10047 2.89292 1.05300 1.00221 2 0.015000 0.01000 0.59540 4.410271 1.00451 1.0021357 2 0.02000 0.01882 1.15274 0.13111.000 1.025I 4 .20000320201 1.424870 7,.410 .037 1.50 O0.03000 0.40 1.07 3.04 1.07922 1.0157541' 0 0.02300 S31:5 0.05544 .0200 0.00307 21.21082 0.00422 7 0.04000 0.07000 4.10023 11.28725 1.00274 1.03014 I 0.04200 0.00407 4.130::021-2.07000 ,002D 1.01050 1.02921, 0 0.0400 0.0260 4.0024 12.2345 1.277 1.04240 10 0.04400 0.10100 4.74113 12.80457 21.2232 1.04070 11, 0.048000 0.10904 4.80200 14I' 0 1:.02014 1.02000 12 005000 0.121082 0.27202 15.000 1. 72 1.06104 13 0.0550 0101 7.50474 10.001 1.04722 1.04511 14 0~~~~~~~~~~~~~~~~

0.10204 ~~.00000:

0.72053 20.10250 2.147221 1.1250 10 0.04500 0.22442 10.12271 21.0070 2.25122 1.14407 14 0.07000 0.247043 12.052057022.4.00047 2.0140041 1.1014' 17 0.07500 02 I7010.00 8 24.00007 2.0007 1.112 14 0.00000 0.34800 13.02010 27.204 2.13070 1.13000 19 0.00002505 10.20700 20.20100 2.10074 1.10002 20 0.00000 0.42100 1070771 20.15024 2.14205 1.15070 21 0.09000 0.47740 10.1.100 1.002 2121 1.10421 22 0.000 0.0270.162.22410 23.10000 2.2400 1.1400:7 22 0~O..1100 0.7417 21.14271 10.42247 2.20100 1.21000 24 0.12000 0.8040 20.01020 44.04409 2.5040 1.204:12 20 0.13000 0.:0221 30.01755 47.47214 2.5444 1.20039 20 0.111400 I.45111:.1070 41.01140 1.041 1.00 27 01000 3.424 0701 44.55270 1.00411 1. 02000 20 0:'14000- 1.47001 25.74000281 00.11102 2.32204 1.204 20 0.17000 2.22434 44.75190 02.20044 .250320 1.000614 20 0.110000 2.72700 54.10550 00.21104 2.40001 1.041703 231 0.000 2.42450 Oik,9 :44.7104 2.024105 1.50072 22 0.'290000'2.082100 04.030223 00.001006 2.04342 1:.54213 22 022000 3.42402 00.10222 0.01001 2.0421 1.427 24 0.2000 4.54041 721.00201100007 3.1344 1.7225 25 0.2000 B.3204 02.00879 142.4062101 3.01020 1.004021 24 0.120000 7.20406 110.00004 140.70410 3.00001 2.00007 27 0.30000 0.4000 0.24 0.00 .21 2.2002 20 02200 1.4121 04.::21002 20.00 .10001 2.2I70 20 0.34000 11.2043 100.00530 200.70745 3.05102 2.13007 40 3.2000 12.20702 204.00"1 212.0274 2.00725 2.04120 41 0380001 12.40 0.02 1.421232 3.70201 2.07 420.00010.4711 101.14000 242.41 3.004 2.11127 42 0.42000 15.30010 170.44000 229.00000 3.00043 1.00720 44 0.14000 14.67045 207.40713 200.02202 3.001 1.000 40 0.40000 10.00234 100.01702 204.010173 2.00775 1.00200 44 0.400 17.47000 200141124 220.00220 2.00704 1.60002 47 0.000 20.00103 204.73320 202.27041 2.30021 1.052 1.50041 49 40 ~~~~~~~~~~~~~~~~~~~0.000 0.50000 31.50017 22.04212 227.74002 244.70207 102.072: 22.270 2.0150 2.041102 1.370570 I9 0:.00000 32.8002 2 22.20327.60057 2.24010 1.70421 01 0.70000 At4I.172 43.4.300 431.00710 3.04270 2.14097 02 0.70000 51.5-1203t 440.71570 490.70110 4.20663 2.2774*,

02 0.600000 40.16750 462.14 101013.10000 4.01450 2.254001

.0.:00 72.2920 414.:71210 000. 40231 32.01715 1.50322 04 I 0.000 70.02312 430.14010 010.05552 3.4014 1 .00301 57 1000 0.42150.70571 5467.40 2.402 1.074 so 1.30000 00721 9 I 000 512.00207 1.70400 2.070 1.0224 59 1.2000 001001407.001 010.2203 2.77312 1.50407' 60 1.30000 140.22544 051.54070 477.72077 2340:101 1.01215 01 1.40000 100.0713 770.000S54 047.24434 3.00020 2.10540 62 1.00000202.1301 M9.21450 SO .40 1 1.3221 1.96701 42 1.00000 220.11009 142.09030 001.120711 3:2.4201 1.001242 44 1.70000 25040020035.05000 047.00000 3.504 1.027 40 1.80000 272.05300a03.15000 052.7390232.405221 1.042307 Al 1.00000201.0704 010.04037 0323.15474 2.15500 1.-700503 47 1.000201.04437 001.21151 000.70430 .502 1.0434 40 2.20000 277.2521 011.44142 702.22071 2.321410 1.25304 00 2.4 0000 21111.0471 2030002114.45034 21047 1.187)54 70 2.40000 3222.10041034 002.0544 1.00014 1.07602 71 2.00000 3200.04620 032.700 000.47230 1.0044 1.,00411 72 2.00000 272.1011 0330.0047 71409 100 .00 72 2.20000 401.02047 0000270 707.,41754 1.5810 05.0021 74 2.40000 42.5404 020120 702.27230 3441 .01 75 3.40000 410.00404 707.40300 727.70552 1.20431 0.010 74 2.00000 432.41441 720.043527140010 1.217 0."050 77, 4. ((0000 400.23071 711.77022 710.70090 1.10007 0.62747 70 4.30000 401.00521 747.10300 721.00217 1.10453 0.509001 79 4.40000 400.14117 774.00107 707.00004 1.02087 0.04002 00 400040.13a0.07501161 072.010023 .027 0.14 01 .00000 '402.90910 790.021 0220004 0.'0000 0.46000 02 0.000004020034 770.21000 014.09007 0.70420 0.430020 82 0.00000 471.57000 712.27001 030.73101 0030 0.2270 04 .00000 434.000 45.50045.037 0.00 0.24300 as 4.50000 424.02494 414.01010 410.7030 0452 2 .22117 04 7.00000 450.720082 40020:2041 404.0100 0274 7 0.073 071 7.30.000025242 4047241 413.45015 0.205121 0.11 226 a6 .00000 5321.00000 404. 310447 417.07051 0.33715 0.10231 00 0.00000 051.27040 573.0000407.07800 0.21110 0.10040 00 0.000001 047211000 001.3200 202.07413 0.27077 0.44 010 .500024.02037 07072717 240.18472 0.23794 0.12005 02 10.00009 400.02524 002.01044 300.452 0.10021 010785 02 11.0000 439.70004 020.43221 250.42041 0.103 0.20 04 12:.00000 471.32291 078.41040 240.70410 0.3127137 0. 07420 95 12.00 0.34100400.00000040 :0120 0.40 0 14000040.31747 500007301 210.70704 0.20510 0.0540 07 15.00000 484.12002 000.00700 2032.08300 0.09010 0.04900 Page 19 of 19

GEO.HBIP.02.07 Rev. 1 Attachment G Attachment G DEFORMP Input and Output Excerpts (see Table 7-7 for listing of files)

Page 1 of 17

GEO.HBIP.02.07 Rev. l Attachment G PDlASP.INP PDlASP.DAT 5,12000,0.005,5,0.6,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.005,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.65,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.01,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.7,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.015,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.75,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.02,1.0 PDlAOO.QSC (8F20.6) 5,12000,0.005,5,0.8,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.03,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.85,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.04,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.9,1.0 PDlAOO-.QSC SF10.6) .

5,12000,0.005,5,0.05,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.95,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.06,1.0 PDlAOO.QSC CBF10.6) 5,12000,0.005,5,1.0,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.07,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.1,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.08,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.2,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.09,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.3,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.10,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.4,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.11,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.5,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.12,1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,1.6,1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.13,1.0 (SF10.6)

PDlAOD.QSC 5,12000,0.005,5,0.14,1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.15,1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.2,1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005,5,0.3,1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.5,1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.55,1.0 (SF10.6)

PDlAOO.QSC Page 2 of 17

GEO.HBlP.02.07 Rev. 1 Attachment G PDIASP.DAT PDlASP.DAT Sumnary of Permanent deformation from Newmark's method Slip A. (g), Slip/Anx, Slip D.(ft), Amx, Scaling F., file 0.00500 0.00415 0.1999E+03 1.20556 1.00000 PDlAOO.QSC 0.01000 0.00829 0.1121E+03 1.2 0556 1.00000 PDlAOO.QSC 0.01500 0.01244 0.8307E+02 1.2,0556 1.00000 PDlAOO.QSC 0.02000 0.01659 0.6432E+02 1.2t0556 1.00000 PDlAOO.QSC' 0.03000 0.02488 0.4764E+02 1.210556 1.00000 PDlAOO.QSC 0.04000 0.03318 0.4019E+02 1.210556 1.00000 PDlAOO.QSC 0.05000 0.04147 0.3383E+02 1.210556 1.00000 PDlAOO.QSC 0.06000 0.04977 0.2825E+02 1.2t0556 1.00000 PDlAOO.QSC 0.07000 0.05806 0.2389E+02 1.210556 1.00000 PDlAOO.QSC 0.08000 0.06636 0.2082E+02 1.2(!556 1.00000 PD1AOO.QSC 0.09000 0.07465 0.1874E+02 1.2(!556 1.00000 PDlAOO.QSC 0.10000 0.08295 0.1692E+02 1.2Q)556 1.00000 PDlAOO.QSC 0.11000 0.09124 0.1534E+02 1.2C)556 1.00000 PDlAOO.QSC 0.12000 0.09954 0.1392E+02 1.2C)556- 1.00000 PDlAOO.QSC 0.13000 0.10783 0.1267E+02 1.2C)556 1.00000 PDlAOO.QSC 0.14000 0.11613 0.1161E+02 1.2C0556 1.00000 PDlAOO.QSC 0.15000 0.12442 0.1078E+02 1.2C0556 1. ooboo PDlAOO.QSC 0.20000 0.16590 0.7993E+01 1.2C1556 1. 00000 PDlAOO.QSC 0.30000 0.24885 0.4723E+01 l.ZC0556 1. 00000 PDlAOO.QSC 0.40000 0.33180 0.2963E+01 1.201556 1. 00000 PDlAOO.QSC 0.50000 0.41474 0.1850E+01 1.2C0556 1. 00000 PDlAOO.QSC 0.55000 0.45622 0.1423E+01 1.200556 1. 00000 PDlAOO.QSC 0.60000 0.49769 0.1063E+01 1.200556 1. 00000 PDlAOO.QSC 0.65000 0.53917 0.7520E+00 1.20 556 1. 00000 PD1AOO.QSC 0.70000 0.58064 0.4783E+00 1.200556 1. 00000 PDlAOO.QSC 0.75000 0.62212 0.3025E+00 1.20 556 1. 00000 PDlAOO.QSC 0.80000 0.66359 0.2161E+00 1.20 556 1. 00000 PDlAOO.QSC 0.85000 0.70507 0.1490E+00 1.20 556 1.00000 PDlAOO.QSC 0.90000 0.74 654 0.9753E-01 1.20 556 1. 00000 PDlAOO.QSC 0.95000 0.78801 0.5943E-01 1.20 556 1.00000 PDlAOO.QSC 1.00000 0.82949 0.3254E-01 1.20 556 1.00000 PDlAOO.QSC 1.10000 0.91244 0.5665E-02 1.20 556 1.00000 PDlAOO.QSC 1.20000 0.99539 0.1213E-04 1.20 556 1. 00000 PDlAOO.QSC 1.30000 1.07834 O.OOOOE+00 1.20 556 1.00000 PDlAOO.QSC 1.40000 1.16128 O.OOOOE+00 1.20 556 1. 00000 PDlAOO.QSC 1.50000 1.24423 O.OOOOE+00 1.20 556 1. 00000 PDlAOO.QSC 1.60000 1.32718 O.OOOOE+00 1.20 556 1. 00000 PDlAOO.QSC Page 3 of 17

GEO.HBIP.02.07 Rev. I Attachment G PDIASN.INP PDlASN.DAT 5,12000,0.005,5,0.6,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.005, -1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5.0.65,-1.0 PDlAOO.QSC (8F10.6) 5,12000, 0.005,5,0.01,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.7,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.015, -1.0 PDlAOO.QSC t8F10.6) 5,12000,0.005,5,0.75,-1.0 PDlAOO.QSC (8F2.0.6) 5,12000,0.005,5, 0.02,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.8,-1.0 PDIAOO.QSC (SF10.6) 5,12000, 0.005,5, 0.03,-1.0 PDlAOO.QSC (tF10.6) 5,12000,0.005,5,0.85,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.04,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.95,-1.0 rPDlAOO.QSC (8F10.6) 5,12000,0.005,5.0.05,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0:005,5,0.95,-1.0 PDLAOO.QSC (SF10.61 5,12000, 0.005,5,0.06,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,1.0,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.07,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.1,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,0.08,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,1.2,-1.0 PDlAOO.QSC (8F10.6) 5,12000, 0.005, 5,0.09,-1.0 PDiAOO.QSC (tF10.6) 5,12000,0.005,5,1.3,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.10,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,1.4,-1.0 PDlAOO.QSC (SF10.6) 5,12000, 0.005,5,0.11,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,1.5,-1.0 PDlAOO.QSC (SF10.6) 5,12000,0.005,5,0.12,-1.0 PDlAOO.QSC (8F10.6) 5,12000,0.005,5,1.6,-1.0 PDlAOO.QSC (SF10.6) 5,12000, 0.005,5,0.13, -1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005,5,0.14,-1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005, 5,0.15,-1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005,5, 0.2,-1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005,5,0.3,-1.0 (8F10.6)

PDlAOO.QSC 5,12000,0.005,5,0.4,-1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.5,-1.0 (SF10.6)

PDlAOO.QSC 5,12000,0.005,5,0.55,-1.0 (8F10.6)

PDlAOO.QSC Page 4 of 17

GEO.HBIP.02.07 Rev. I Attachment G PDlASN.DAT PDASN.DAT Suwrary of Permanent deformation from Newmark's method Slip A.(g), Slip/Amx, Slip D.jft), Amx, Scaling F., file 0.00500 0.00536 0.1290E+03 0.93294 -1.00000 PDlAOO.QSC 0.01000 0.01072 0.8519E+02 0.93294 -1.00000 PDlAOO.QSC 0.01500 0.01608 0.6581E+02 0.93294 -1.00000 PDlAOO.QSC

.0.02000 0.02144 0.5273E+02 0.93294 -1.00000 PDlAOO.QSC 0.03000 0.03216 0.3974E+02 0.93294 -1.00000 PDlAOO.QSC 0.04000 0.04288 0.3115E+02 0.93294 -1.00000 PDlAOO.QSC 0.05000 0.05359 0.2608E+02 0.93294 -1.00000 PDlAOO.QSC 0.06000 0.06431 0.2286E+02 0.93294 -1.00000 PDlAOO.QSC 0.07000 0.07503 0.2009E+02 0.93294 -1.00000 PDlAOO.QSC 0;08000 0.08575 0.1781E+02 0.93294 -1.00000 PDlAOO.QSC 0.09000 0.09647 0.1585E+02 0.93294 -1.00000 PDlAOO.QSC 0.10000 0.10719 0.1411E+02 0.93294 -1.00000 PDlAOO.QSC 0.11000 0.11791 0.1257E+02 0.93294 -1.00000 PD1AOO.QSC 0.12000 0.12863 0.1126E+02 0.93294 -1.00000 PDlAOO.QSC 0.13000 0.13934 0.1016E+02 0.93294 -1.00000 PDlAOO.QSC 0.14000 0.15006 0.9218E+01 0.93294 -1.00000 PDlAOO.QSC 0.15000 0.16078 0.8397E+01 0.93294 -1.00000 PDlAOOjQSC 0.20000 0.21438 0.5543E+01 0.93294 -1.00000 PDlAOO.QSC 0.30000 0.32156 0.2372E+01 0.93294 -1.00000 PDlAOO.QSC 0.40000 0.42875 0.8103E+00 0.93294 -1.00000 PDlAOO.QSC 0.50000 0.53594 0.2850E+00 0.93294 -1.00000 PD1AOO.QSC 0.55000 0.58953 0.1477E+00 0.93294 -1.00000 PDlAOO.QSC 0.60000 0.64313 0.8484E-01 0.93294 -1.00000 PDlAOO.QSC 0.65000 0.69672 0.5496E-01 0.93294 -1.00000 PDlAOO.QSC 0.70000 0.75031 0.3594E-01 0.93294 -1.00000 PDlAOO.QSC 0.75000 0.80391 0.2141E-01 0.93294 -1.00000 PDlAOO.QSC O.B0000 0.85750 0.1091E-01 0.93294 -1.00000 PDlAOO.QSC 0.85000 0.91110 0.4079E-02 0.93294 -1.00000 PDlAOO.QSC 0.90000 0.96469 0.6143E-03 0.93294 -1.00000 PDlAOO.QSC 0.95000 1.01828 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.00000 1.07188 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.10000 1.17907 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.20000 1.28625 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.30000 1.39344 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.40000 1.50063 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC 1.50000 1.60782 O.OOOOE+00 0.93294 -1.00000 PD1AOO.QSC 1.60000 1.71500 O.OOOOE+00 0.93294 -1.00000 PDlAOO.QSC Page 5 of 17

GEO.HBIP.02.07 Rev. I Attachment G PD3ASP.INP PD3ASP.DAT PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.6,1.0

• 5,12000,0.005,5,0.005,1.0 (SF10.6)

(BF10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.65,1.0 5,12000,0.005,5,0.01,1.0 (8F10.6)

• (8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.7,1.0 5,12000,0.005,5,0.015, 1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.75,1.0 5,12000,0.005, 5,0.02,1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.8,1.0 5,12000, 0.005, 5,0.03, 1.0 (8F10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,0.85,1.0 5,12000,0.005,5,0.04,1.0 (8F10.6)

(8F10.6) ,,j PD3AOO.QSC t. .

PD3AOO.QSC 5,12000,0.005,5,0.9,1.0 5,12000, 0.005, 5,0.05,1.0 (SF10.6) ,

(SF10.6) PD3AOO.QSC PD3AOO.QSC - 5,12000,0.005,5,0.95,1.0 5,12000, 0.005,5,0.06,1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.0,1.0 5,12000,0.005, 5,0.07,1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.1,1.0 5,12000,0.005,5, 0.08,1.0 (8F10.6)

(SF10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.2,1.0 5,12000, 0.005, 5, 0.09, 1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.3,1.0 5,12000,0.005,5, 0.10,1.0 (8F10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.4,1.0 5, 12000, 0.005, 5, 0. 11, 1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.5,1.0 5,12000,0.005,5,0.12,1.0 (SF10.6)

(8F10.6) PD3AOO.QSC PD3AOO.QSC 5,12000,0.005,5,1.6,1.0 5,12000,0.005,5,0.13,1.0 (BF10.6)

(8F10.6)

PD3AOO.QSC 5,12000,0.005, 5,0.14,1.0 (SF10.6)

PD3AOO.QSC 5,12000,0.005, 5,0. 15,1.0 (SF10.6)

PD3AOO.QSC 5,12000,0.005,5,0.2,1.0 (SF10.6)

PD3AOO.QSC 5,12000, 0.005,5, 0.3,1.0 (SF10.6)

PD3AOO.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)

PD3AOO.QSC 5,12000, 0.005,5, 0.5,1.0 (SF10.6)

PD3AOO.QSC 5,12000,0.005,5,0.55,1.0 (SF10.6)

Page 6 of 17

GEO.BBIP.02.07 Rev. 1 Attachment G PD3ASP.DAT PD3ASP.DAT Summary of Permanent deformation from Newmark's method Slip A.-g), Slip/Amx, Slip D.(ft). Amx, Scaling F., file 0.00539 0.2029E+03 0.9 278'5 1.00000 PD3ACOO.QSC 0.00500 0.01078 0.1371E+03 0.9 278!5 1.00000 PD3ACOO.QSC

0. 01000 0.01617 0.1199E+03 0.9.278!5 1.00000 PD3ACO0.QSC 0.01500 0.02000 0.02156 0.1073E+03 0.9:278'5 1.00000- PD3ACO0.QSC 0.03000 0.03233 0.8629E+02 0.9:278!5 1.00000 PD3ACOO.QSC 0.04000 0.04311 0.7170E+02 0.9:278!5 l.D0OOO PD3AC O.QSC 0.05389 0.6261E+02 0.9:278! 5 1.00000 PD3AOOO.QSC

0. 05000

0. 06000 0.06467 0.5591E+02 0.9:278!5 1.00000 PD3AO O.QSC 0.07000 0.07544 0.5046E+02 0.9;278!5 1.00000 PD3AO O.QSC 0.08622 0.4559E+02 0.9:278!5 1.00000 PD3AO 0.QSC 0.08000 0.09700 0.4127E+02 0.9:278! 5 1.00000 PD3AO 0O.QSC 0.09000 0.10778 0.3731E+02 0.9:278! 5 1.00000 PD3AO O.QSC 0.10000 0.11855 0.3375E+02 0.9:278!5 1.00000 PD3AO O.QSc 0.11000 0.12933 0.3045E+02 0.9i278!5 1.00000 PD3AO 0O.QSC 0.12000 0.14011 0.2767E+02 0.9. 2785 i 1.00000 PD3AO 0.QSC 0.13000 0.15089 0.2525E+02 0.9:2785 5 1.00000 PD3AO 0O.QSC 0.14000

'0.15000 0.16166 0.2320E+02 0.922785 1.00000: ;PD3AO 0.QSC 0.21555 0.1600E+02 0.92 2785 5 1.00000 PD3AO 0O.QSC 0.20000 0.32333 0.7647E+01 0.922785 1.00000 PD3AO,0O.QSC 0.30000 0.40000 0.43110 0.3451E+01 0.922785

• 1.00000 PD3AO O.QSC 0.50000 0.53888 0.1377E+01 0.922785 1.00000 PD3AO,O.QSC 0.59277 0.8141E+00 0.92 !785 1.00000 PD3AOID.QSC 0.55000 0.60000 0.64666 0.4289E+00 0.922785 1.00000 PD3AOID.QSC 0.70055 0.2457E+00 0.922785 1.00000 PD3AOID.QSC 0.65000 0.75443 0.1372E+00 0.922785 1.00000 PD3AOIDO.QSC 0.70000 0.80832 0.7418E-01 0.92 2785 1.00000 PD3AOI).QSC 0.75000 0.86221 0.3439E-01 0.922785 1.00000 PD3AOI3.QSC 0.80000 0.91610 0.1071E-01 0.922785 1.00000 PD3AOi).QSC 0.85000 0.96999 0.9560E-03 0.92 '785 1.00000 PD3AO(3.QSC 0.90000 1.02387 O.OOOOE+00 0.92 785 1.00000 PD3AOC3.QSC

0. 95000 1.07776 O.OOOOE+00 0.92 785 1.00000 PD3AO(3.QSC 1.00000 1.10000 1.18554 O.OOOOE+00 0.92 785 1.00000 PD3AO( 3.QSC 1.29331 O.OOOOE+00 0.92 785 1.00000 PD3AO().QSC 1.20000 1.30000 1.40109 O.OOOOE+00 0.92 785 1.00000 PD3AO().QSC 1.50887 O.OOOOE+00 0.92 785 1.00000 PD3AO(3.QSC 1.40000 1.61664 O.OOOOE+00 0.92 785 1.00000 PD3AOC )oQSC

1. 50000 1.72442 O.OOOOE+00 0.92 785 1.00000 PD3AOC O.QSC

1. 60000 Page 7 of 17

GEO.HBIP.02.07 Rev.l Attachment G PD3ASN.INP PD3ASN.DAT 5,12000,0.005,5,0.6,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.005,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.65,-1.0 PD3AOO. QSC (8F10.6) 5,12000,0.005,5,0.01,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.7,-1.0 PD3AOO.QSC (8F10.6) 5,12000, 0.005,5, 0.015, -1.0 PD3AOO.QSC (MF10.6) 5,12000,0.005,5,0.75,-l.0 PD3A00. QSC (8F10.6) 5,12000,0.005,5,0.02,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.8,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.03,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.85,-1.0 PD3A00.QSC (8710.6) 5,12000,0.005,5,0.04,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.9,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.05,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.95,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.06,-1.0 PD3AOO.QSC (BF10.6) 5,12000,0.005,5,1.0,-1.0 PD3A0O. QSC (8F10.6) 5,12000,0.005,5,0.07,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,1.1,-1.0 PD3AOO.QSC (8F70.6) 5,12000,0.005,5,0.08,-1.0 PD3AOO.QSC (8710.6) 5,12000,0.005,5,1.2,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.09,-1.0 PD3AOO.QSC (tF10.6) 5,12000,0.005,5,1.3,-1.0 PD3A00. QSC (8F10.6) 5,12000,0.005,5,0.10,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,1.4,-1.0 PD3AOO. QSC (8F10.6) 5,12000,0.005,5,0.11,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,1.5,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,0.12,-1.0 PD3AOO.QSC (8F10.6) 5,12000,0.005,5,1.6.-1.0 PD3AOO.QSC (8Fl0.6) 5,12000,0.005,5,0.13,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5, 0.14,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.15,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.2,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.3,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.4,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.5,-1.0 (8F10.6)

PD3AOO.QSC 5,12000,0.005,5,0.55,-1.0 (8F10.6)

PD3AOO.QSC Page 8 of 17

GEO.HBIP.02.07 Rev. I Attachment G PD3ASN.DAT PD3ASN.DAT Suumary of Permanent deformation from Newmark's method Slip D.(ft). Ax, Scaling F., file Slip A.(g), Slip/AmXi, 0.00500 0.00425 0.1249E+03 1.1 7737 -1.00000 PD3AOO.QSC 0.01000 0.00849 0.1068E+03 1.1'7737 -1.00000 PD3AOO.QSC 0.01274 0.9412E+02 1.1'7737 -1.00000 PD3AOO.QSC 0.01500 0.02000 0.01699 0.8529E+02 1.1'7737 -1.00000 PD3AOO.QSC 0.03000 0.02548 0.7293E+02 1.117737 -1.00000 PD3AOO.QSC 0.04000 0.03397 0.6323E+02 1.1'7737 -1.00000 PD3AOO.QSC 0.05000 0.04247 0.5508E+02 1.1 7737 -1.00000 PD3AOO.QSC 0.06000 0.05096 0.4840E+02 1.1 7737 -1.OOOOP PD3AOO.QSC

0. 07000 0.05945 0.4293E+02 1.117737 -1.00000 PD3AOO.QSC 0.08000 0.06795 0.3849E+02 1.177737 -1.00000 PD3AOO.QSC 0.09000 0.07644 0.3506E+02 1.17 1737 -1.00000 PD3AOO.QSC 0.10000 0.06493 0.3224E+02 1.17,737 -1.00000 PD3AOO.QSC 0.11000 0.09343 0.2966E+02 1.177737 -1. 00000 PD3AOO.QSC 0.12000 0.10192 0.2730E+02 1.17 7737 -1. 00000 PD3AOO.QSC 0.13000 0.11042 0.2511E+02 1.17 7737 -1.00000 PD3AOO.QSC 0.14000 0.11891 0.2310E+02 1.17 7737 -1.00000 PD3AOO.QSC 1.177737 -1.00000 PD3AOO.QSC .

0.15000 0.12740 0.2126E+02 0.20000 0.16987 0.1405E+02 1.177737 -1.00000 PD3AOO.QSC 0.30000 0.25480 0.6440E+01 1.17'737 -1.00000 PD3AOO.QSC 0.40000 0.33974 0.3098E+01 1.17 737 -1.00000 PD3AOO.QSC 0.50000 0.42467 0.1634E+01 1.17'737 -1. 00000 PD3AOO.QSC 0.55000 0.46714 0.1185E+01 1.17 737 -1.00000 PD3AOO.QSC 0.60000 0.50961 0.8577E+00 1.17 737 -1.00000 PD3AOO.QSC 0.65000 0.55208 0.6309E+00 1.17 737 -1. 00000 PD3AOO.QSC 0.70000 0.59454 0.4770E+00 1.17 737 -1.00000 PD3AOO.QSC 0.75000 0.63701 0.3544E+00 1.17 737 -1. 00000 PD3AOO.QSC 0.80000 0. 67948 0.2551E+00 1.17 737 -1.00000 PD3AOO.QSC

0. 85000 0.72195 0.1763E+00 1.17 737 -1.00000 PD3AOO.QSC 0.90000 0.76441 0.1155E+00 1.17 737 -1.00000 PD3AOO.QSC 0.95000 0.80688 0.7047E-01 1.17 737 -1.00000 PD3AOO.QSC 1.00000 0.84935 0.3890E-01 1.17 737 -1. 00000 PD3AOO.QSC 1.10000 0.93428 0.5674E-02 1.17 737 -1. 00000 PD3AOO.QSC 1.20000 1.01922 O.OOOOE+00 1.17 737 -1. 00000 PD3AOO.QSC 1.10415 O.OOOOE+00 1.17 737 -1.00000 PD3AOO.QSC 1.30000 1.40000 1.18909 O.OOOOE+00 1.17 737 -1.00000 PD3AOO.QSC 1.50000 1.27402 O.OOOOE+00 1.17 737 -1.00000 PD3AOO.QSC 1.60000 1.35896 O.OOOOE+00 1.17 737 -1 .00000 PD3AOO.QSC Page 9 of 17

GEO.HBIP.02.07 Rev. I Attachment G PDlBSP.INP PDlBSP.DAT 5,12000,0.005,5,0.6,1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.005,1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.65,1.0 PDlB01.QSC (8F10.6) 5,12000,0.005,5,0.01;1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0-.7,1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.015,1.0 PD0B01.QSC (SF10.6) 5,12000,0.005,5,0.75,1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.02,1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.8,1.0

• PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.03,1.0 PDlB01.QSC (8F10.6) 5,12000,0.005,5,0.85,1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.04,1.0 PDB101.QSC (SF10.6) 5,12000,0.005,5,0.9,1.0 t .,

PDlBOl.QSC (SF10.6) 5,12000,0.005.5,0.05,1.0 PDlBO1.QSC (8Flb.6) 5,12000,0.005,5,0.95,1.0 PDlBOl.QSC (SF10.6) 5,12000,0.005,5,0.06,1.0 P00lBO1.QSC (SF10.6) 5,12000,0.005,5,1.0,1.0 PD1BO1.QSC (SF10.6) 5,12000,0.005,5,0.07,1.0 PDlB01.QSC (SF10.6) 5,12000,0.005,5,1.1,1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.08,1.0 PDlBO1.QSC C F10.6) 5,12000,0.005,5,1.2,1.0 PDlBOl.QSC (SF10.6) 5,12000,0.005,5,0.09,1.0 PD1801.QSC (8F10.6) 5,12000,0.005,5,1.3,1.0 PDlB01. QSC (8F10.6) 5,12000,0.005,5,0.10,1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,1.4,1.0 PDlB1l.QSC (SF10.6) 5,12000,0.005,5,0.11,1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,1.5,1.0 PD1BO1.QSC (SF10.6) 5,12000,0.005,5,0.12,1.0 PD1BO1.QSC (8F10.6) 5,12000,0.005,5,1.6,1.0 PDlB01 .QSC (SF10.6) 5,12000,0.005,5,0.13,1.0 (SF10.6)

PDB101.QSC 5,12000,0.005,5,0.14,1.0 (SF10.6)

PDlB01.QSC 5,12000,0.005,5,0.15,1.0 (SF10.6)

PDlB01.QSC 5,12000,0.005,5,0.2,1.0 (SF10.6)

PD1BOl.QSC 5,12000,0.005,5,0.3,1.0 (SF10.6)

PDlBO1.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)

PDB101.QSC 5,12000,0.005,5,0.5,1.0 (8F10.6)

P0lBO1.QSC 5,12000,0.005,5,0.55,1.0 (SF10.6)

PlBO.QSC Page 10 of 17

GEO.HBIP.02.07 Rev. 1 Attachment G PD1BSP.DAT PDlBSP.DAT Sumzrary of Permanent deformation from Newmark's method Slip A.(g), Slip/Amx. Slip D.(ft), Amx, Scaling F., file 0.00500 0.00266 0.1915E+03 1.88243 1.00000 PD1BOl.QSC 0.01000 0.00531 0.1218E+03 1.88243 1.00000 PD1BOl.QSC 0.01500 0.00797 0.9619E+02 1.88243 1.00000 PDlBO1.QSC 0.02000 0.01062 0.8603E+02 1.88243 1.00000 PDlBO1.QSC 0.03000 0.01594 0.7245E+02 1.88243 1.00000 PD1BOl.QSC 0.04000 0.02125 0.6133E+02 1.88243 1.00000 PDlBO1.QSC 0.05000 0.02656 0.5349E+02 1.88243 1.00000 PD1BO1.QSC 0.06000 0.03187 0.4816E+02 1.88243 1.00000 PD10BI.QSC 0.07000 0.03719 0.4346E+02 1.88243 1.00000 PD1BOl.QSC 0.08000 0.04250 0.3932E+02 1.88243 1.00000 PDlBO1.QSC 0.09000 0.04781 0.3623E+02 1.88243 1.00000 PDlBOl .QSC 0.10000 0.05312 0.3349E+02 1.88243 1.00000 PD1BOl.QSC 0.11000 0.05843 0.3105E+02 1.88243 1.00000 PDlBOl QSC 0.12000 0.06375 0.2895E+02 1.88243 1.00000 PD1BO1. QSC 0.13000 0.06906 0.2706E+02 1.88243 1.00000 PDlBOl.QSC 0.14000 0.07437 0.2533E+02 1.88243 1.00000 PDlBOl.QSC 7' 0.15000 0.07968 0.2374E+02 1.88243 1.00000 PD1BOl.QSC 0.20000 0.10625 0.1864E+02 1.88243 1.00000 PD1BOl.QSC 0.30D00 0.15937 0.1255E+02 1.88243 '1.00000 PD1BOl.QSC 0.40000 0.21249 0.8951E+01 1.88243 1.00000 PDlBO1.QSC 0.50000 0.26561 0.6797E+01 1.88243 1.00000 PDlBO1.QSC 0.55000 0.29217 0.6028E+01 1.88243 1.00000 PDlBO1.QSC 0.60000 0.31874 0.5378E+01 1.88243 1.00000 PD1BO1.QSC 0.65000 0.34530 0.4803E+01 1.88243 1.00000 1PDlBO1.QSC 0.70000 0.37186 0.4291E+01 1.88243 1.00000 }PDlBOl.QSC 0.75000 0.39842 0.3835E+01 1.88243 1.00000 IPD1BOl.QSC 0.80000 0.42498 0.3427E+01 1.88243 1.00000 }PDlBO1.QSC 0.85000 0.45154 0.3061E+01 1.88243 1.00000 }?DlBO1.QSC 0.90000 0.47810 0.2725E+01 1.88243 1.00000 3PDlBO1.QSC 0.95000 0.50467 0.2414E+01 1.88243 1.00000 3PDlBOl.QSC 1.00000 0.53123 0.2124E+01 1.88243 1.00000 IPDlBOl . QSC 1.10000 0.58435 0.1607E+01 1.88243 1.00000 1PDlBOl.QSC 1.20000 0.63747 0.1168E+01 1.88243 1.00000 1PDlBOl.QSC 1.30000 0.69059 0.8029E+00 1.88243 1.00000 1PDlBOl.QSC 1.40000 0.74372 0.5091E+00 1.88243 1.00000 FPDlBOl .QSC 1.50000 0.79684 0.2885E+00 1.88243 1.00000 1PDlBOl.QSC 1.60000 0.84996 0.1405E+00 1.88243 1.00000 IPDlBOl.QSC Page 11 of 17

GEO.HBIP.02.07 Rev. 1 Attachment G PDIBSN.INP' PDlBSN.DAT 5,12000,0.005,5,0.6,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.005,-1.0 PDlBOl.QSC (BF10.6) 5,12000,0.005,5,0.65,-1.0 PDlBO1.QSC 18F10.6) 5,12000,0.005,5,0.01,-1.0 PDlBOl.QSC 18F10.6) 5,12000,0.005,5,0.7,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.015,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.75,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.02,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.8,-1.0 PD1B01.QSC (BF10.6) 5,12000,0.005,5,0.03,-1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.85,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.04,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.9,-1.0 PD1801.QSC (SF10.6) 5,12000,0.005,5,0.05,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.95,-1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.06,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,1.0,-1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,0.07,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,1.1,-1.0 PDlBOl.QSC (SF10.6) 5.12000,0.005,5,0.08,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,1.2,-1.0 PDlBOl.QSC (8F10.6) 5,12000,0.005,5,0.09,-1.0 PD1BO1.QSC (SF10.6) 5,12000,0.005,5,1.3,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.10,-1.0 PDlBOl.QSC (SF10.6) 5,12000,0.005,5,1.4,-1.0 PDlBO1.QSC (SF10.6) 5,12000,0.005,5,0.11,-1.0 PDlBO1.QSC (8F10.6) 5,12000,0.005,5,1.5,-1.0 PDlBO1.QSC (BF10.6) 5,12000,0.005,5,0.12,-1.0 PDlBOl.QSC (SF10.6) 5,12000,0.005,5,1.6,-1.0 PD1B01.QSC (SF10.6) 5,12000,0.005,5,0.13,-1.0 (8F10.6)

PDlBO1.QSC 5,12000,0.005,5,0.14,-1.0 (8F10.6)

PDlBO1.QSC 5,12000,0.005,5,0.15,-1.0 (8F10.6)

PDlBOl.QSC 5,12000,0.005,5,0-.2,-1.0 (8F10.6)

PDlBOl.QSC 5,12000,0.005,5,0.3,-1.0 (8F10.6)

PDlBOl.QSC 5,12000,0.005,5,0.4,-1.0 (8F10.6)

PDlBO1.QSC 5,12000,0.005,5,0.5,-1.0 (8F10.6)

PDlBO1.QSC 5,12000,0.005,5,0.55,-1.0 (SF10.6)

PDlBO1.QSC Paae 12 of 17

GEO.HBIP.02.07 Rev. l Attachment G PDlBSN.DAT PDlBSN.DAT Sumnary of Permanent deformation from Newmark's method Scaling F., file Slip A.(g), Slip/Anx, Slip D.(ft), Amx, 0.00500 0.00583 0.5173E+03 0.85821 -1.00000 PDlBO1.QSC 0.01000 0.01165 0.4079E+03 0.85821 -1.00000 PDlBOl.QSC 0.01500 0.01748 0.2999E+03 0.85821 -1.00000 PDlBOI.QSC 0.02000 0.02330 0.2271E+03 0.85821 -1.00000 PD1BOl.QSC 0.03000 0.03496 0.1563E+03 0.85821 -1.00000 PDlBOl.QSC 0.04000 0.04661 0.1218E+03 0.85821 -1.00000 PDIBOl.QSC 0.05000 0.05826 0.9825E+02 0.85821 -1.00000 PDlBOl.QSC 0.06000 0.06991 0.8488E+02 0.85821 -1.00000 PDlBOl.QSC 0.07000 0.08156 0.7327E+02 0.85821 -1.00000 PD1BOl.QSC 0.08000 0.09322 0.6422E+02 0.85821 -1.00000 PDlBO1.QSC 0.09000 0.10487 0.5764E+02 0.85821 -1.00000 PDlBOl.QSC 0.10000 0.11652 0.5176E+02 0.85821 -1.00000 PDlBO1.QSC 0.11000 0.12817 0.4636E+02 0.85821 -1.00000 PD1BOl.QSC 0.12000 0.13983 0.4232E+02 0.85821 -1.00000 PDlBO1.QSC 0.13000 0.15148 0.3870E+02 0.85821 -1.00000 PDlBO1.QSC 0.14000 0.16313 0.3537E+02 0.85821 -1.00000 PDlBO1.QSC 0.15000 0.17478 0.3222E+02 0.85821- -1.00000 PDlBO1.QSC 0.20000 0.23304 0.2083E+02 0.85821 -1.00000 PDlBOl.QSC 0.30000 0.34956 0.9382E+01 0.85821 -1.00000 PDlBOl.QSC 0.40000 0.46608 0.3266E+01 0.85821 -1.00000 PDlBOl.QSC 0.58261 0.1380E+01 0.85821 -1.00000 PDlBOl.QSC 0.50000 0.55000 0.64087 0.8971E+00 0.85821 -1.00000 PDlBO1.QSC 0.60000 0.69913 0.5500E+00 0.85821 -1.00000 PDlBO1.QSC 0.65000 0.75739 0.3051E+00 0.85821 -1.00000 PDlBO1.QSC 0.70000 0.81565 0.1442E+00 0.85821 -1.00000 PDlBO1.QSC 0.75000 0.87391 0.4968E-01 0.85821 -1.00000 PDlB01.QSC 0.80000 0.93217 0.8963E-02 0.85821 -1.00000 PDlBO1.QSC 0.85000 0.99043 0.9982E-04 0.85821 -1.00000 PDlBO1.QSC 0.90000 1.04869 O.OOOOE+00 0.85821 -1.00000 PDlBOl.QSC 0.95000 1.10695 O.OOOOE+00 0.85821 -1.00000 PDlBO1.QSC 1.00000 1.16521 O.OOOOE+00 0.85821 -1.00000 PD1BOl.QSC 1.10000 1.28173 O.OOOOE+00 0.85821 -1.00000 PDlBOl.QSC 1.20000 1.39825 O.OOOOE+00 0.85821 -1.00000 PDlBO1.QSC 1.30000 1.51478 O.OOOOE+00 0.85821 -1.00000 PD1BOl.QSC 1.40000 1.63130 O.OOOOE+00 0.85821 -1.00000 PD1BOl.QSC 1.50000 1.74782 O.OOOOE+00 0.85821 -1.00000 PD1BOl.QSC 1.60000 1.86434 O.OOOOE+00 0.85821 -1.00000 PDlBOl.QSC Page 13 of 17

GEO.HBIP.02.07 Rev. I Attachment G PD3BSP.INP PD39SP.DAT PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.6,1.0 5,12000,0.005,5, 0.005,1.0 (8F10.6)

(8F10.6) PD3BO1.QSC PD3BOl.QSC 5,12000,0.005,5,0.65,1.0 5,12000,0.005i5, 0. 01, 1. 0 (8F10.6)

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.7,1.0 5,12000, 0.005,5,0.015,1.0 (8F10.6)

(SF10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.75,1.0 5,12000,0.005,5,0.02,1.0 (tF10.6) t8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.8,1.0 5,12000,0.005,5,0.03,1.0 (SF10.6)

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.85,1.0 5,12000,0.005,5,0.04,1.0 (8F10.6) t8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,0.9,1.0 5,12000,0.005, 5,0.05,1.0 (8F10:6)

(8F10.6) PD3BOl.QSC PD3BO1.QSC 5,12000,0.005,5,0.95,1.0 5,12000.0.005,5,0.06,1.0 (8F10.6)

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,1.0,1.0 5,12000, 0.005,5, 0.07,1.0 (SF10.6)

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,1.1,1.0 5,12000,0.005,5,0.08,1.0 (SF10.6) -

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,i2000,0.005,5,1.2,1.0 5,12000,0.005,5,0.09,1.0 (SF10.6)

SaF10.6) PD3BO1.QSC PD3301.QSC 5,12000,0.005,5,1.3,1.0 5,12000,0.005,5,0.10,1.0 (SF10.6)

(8F10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,1.4,1.0 5,12000,0.005,5,0.11,1.0 (8F10.6)

(SF10.6) I PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,1.5,1.0 5,12000,0.005,5,0.12,1.0 (8F10.6)

(SF10.6) PD3BO1.QSC PD3BO1.QSC 5,12000,0.005,5,1.6,1.0 5,12000,0.005,5,0.13,1.0 (SF10.6)

(8F10.6)

PD3BO1.QSC 5,12000,0.005,5,0.14,1.0 (SF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.15,1.0 (tF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.2,1.0 (8F10.6)

PD3BO1.QSC 5,12000,0.005,5,0.3,1.0 (BF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.4,1.0 (SF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.5,1.0 (tF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.55,1.0 (SF10.6)

Page 14 of 17

GEO.HBIP.02.07 Rev. I Attachment G PD3BSP.DAT PD3BSP.DAT Summary of Permanent deformation from Newmark's method Slip A.(g), Slip/Anx, Slip D.(ft), Amx, Scaling F., file 0.00500 0.00446 0.3271E+03 1.12135 1.00000 PD3BO1.QSC 0.01000 0.00892 0.2200E+03 1.12135 1.00000 PD3BO1.QSC 0.01500 0.01338 0.1626E+03 1.12135 1.00000 PD3BO1.QSC 0.02000 0.01784 0.1441E+03 1.12135 1.00000 PD3BO1.QSC 0.03000 0.02675 0.1156E+03 1.12135 1.00000 PD3BO1.QSC 0.04000 0.03567 0.9587E+02 1.12135 1.00000 PD3BO1.QSC 0.05000 0.04459 0.8047E+02 1.12135 1.00000 PD3BO1.QSC 0.06000 0.05351 0.6810E+02 1.12135 1.00000 PD3BO1.QSC 0.07000 0.06242 0.5839E+02 1.12135 1.00000 PD3BO1.QSC 0.08000 0.07134 0.5135E+02 1.12135 1.00000 PD3BO1.QSC 0.09000 0.08026 0.4595E+02 1.12135 1.00000 PD3BO1.QSC 0.10000 0.08918 0.4210E+02 1.12135 1.00000 PD3BO1.QSC 0.11000 0.09810 0.3864E+02 1.12135 1.00000 PD3BO1.QSC 0.12000 0.10701 0.3560E+02 1.12135 1.00000 PD3BO1.QSC 0.13000 0.11593 0.3300E+02 1.12135 1.00000 PD3BO1.QSC 0.14000 0.12485 0.3063E+02 1.12135 1.00000 PD3BO1.QSC 1 1.00000 PD3BO1.QSC 0.15000 0.13377- 0.2844E+02 1.12135 0.20000 0.17836 0.1936E+02 1.12135 1.00000 PD3BO1.QSC 0.30000 0.26753 0.8796E+01 1.12135 1.00000 PD3BO1.QSC 0.40000 0.35671 0.4039E+01 1.12135 1.00000 PD3BO1.QSC 0.50000 0.44589 0.1602E+01 1.12135 1.OOD00 PD3BO1.QSC 0.55000 0.49048 0.9138E+00 1.12135 1.00000 PD3BO1.QSC 0_60000 0.53507 0.5161E+00 1.12135 1.00000 PD3BO1.QSC 0.65000 0.57966 0.3512E+00 1.12135 1.00000 PD3BO1.QSC 0.70000 0.62425 0.2434E+00 1.12135 1.00000 PD3BO1.QSC 0.75000 0.66884 0.1717E+00 1.12135 1.00000 PD3BO1.QSC 0.80000 0.71343 0.1227E+00 1.12135 1.00000 PD3BO1.QSC 0.85000 0.75801 0.8489E-01 1.12135 1.00000 PD3BO1.QSC 0.90000 0.80260 0.5520E-01 1.12135 1.00000 PD3BO1.QSC 0.95000 0.84719 0.3267E-01 1.12135 1.00000 PD3BO1.QSC 1.00000 0.89178 0.1643E-01 1.12135 1.00000 PD3BO1.QSC 1.10000 0.98096 0.5638E-03 1.12135 1.00000 PD3BO1.QSC 1.20000 1.07014 O.OOOOE+00 1.12135 1.00000 PD3BO1.QSC 1.30000 1.15932 0.OOOOE+00 1.12135 1.00000 PD3BO1.QSC 1.40000 1.24849 O.OOOOE+00 1.12135 1.00000 PD3BO1.QSC 1.500D0 1.33767 O.OOOOE+00 1.12135 1.00000 PD3BO1.QSC 1.60000 1.42685 O.OOOOE+00 1.12135 1.00000 PD3BO1.QSC Page 15 of 17

GEO.HBIP.02.07 Rev.1 Attachment G PD3BSN.INP PD3BSN.DAT 5,12000,0.005,5,0.6,-1.0 '

PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.005,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.65,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.01,-1.0 PD3BO1.QSC (8F10.61 5,12000,0.005,5,0.7,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.015,-1.0 PD3BO1.QSC (BF10.6) 5,12000,0.005,5,0.75,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.02,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.8,-l.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.03,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.85,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.04,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.9,-1.0

..... PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.05,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.95,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.06,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,1.0,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.07,-1.0 PD3BOl.QSC (8F10.6) 5,12000,0.005,5,1.1,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.08,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,1.2,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.09,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,1.3,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.10,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,1.4,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.11,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,1.5,-1.0 PD3BO1.QSC (8F10.6) 5,12000,0.005,5,0.12,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,1.6,-1.0 PD3BO1.QSC (SF10.6) 5,12000,0.005,5,0.13,-1.0 (8F10.6)

PD3BO1.QSC 5,12000,0.005,5,0.14,-1.0 (SF10.6)

PD3BO1.QSC 5.12000,0.005,5,0.15,-1.0 (SF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.2,-1.0 (BF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.3,-1.0 (8F10.6)

PD3BO1.QSC 5,12000,0.005,5,0.4,-1.0 (8F10.6)

PD3BO1.QSC 5,12000,0.005,5,0.5,-1.0 (SF10.6)

PD3BO1.QSC 5,12000,0.005,5,0.55,-l.0 (SF10.6)

PD3BO1.QSC Page 16 of 17

GEO.IBIP.02.07 Rev. 1 Attachment G PD3BSN.DAT PD3BSN.DAT Suzmary of Permanent deformation from Newmark's method A. (g), Slip/Anx, Slip D. lft), Anx, Scaling F., file Slip 0.00500 0.00351 0.3783E+03 1.42349 -1.00000 PD3BO1.QSC 0.01000 0.00702 0.2648E+03 1.42349 -1.00000 PD3BO1.QSC 0.01500 0.01054 0.1911E+03 1.42349 -1.00000 PD3BO1.QSC 0.02000 0.01405 0.1581E+03 1.42349 -1.00000- PD3B01.QSC.

0.02107 0.1214E+03 1.42349 -1.00000 PD3BO1.QSC 0.03000 0.04000 0.02810 0.9732E+02 1.42349 -1.00000 PD3BO1.QSC 0.05000 0.03512 0.8218E+02 1.42349 -1.00000 PD3BO1.QSC 0.06000 0.04215 0.7330E+02 1.42349 -1.00000 PD3BO1.QSC 0.04917 0.6672E+02 1.42349 -1.00000 PD3B01.QSC 0.07000 0.05620 0.6074E+02 1.42349 -l.00000 PD3B01.QSC 0.08000 0.09000 0.06322 0.5565E+02 1.42349 -1.00000 PD3BO1.QSC 0.07025 0.5187E+02 1.42349 -1.00000 PD3BO1.QSC 0.10000 0.07727 0.4848E+02 1.42349 -1.00000 PD3BO1.QSC 0.11000 0.12000 0.08430 0.4549E+02 1.42349 -1.00000 PD3BO1.QSC 0.13000 0.09132 0.4291E+02 1.42349 -1.00000 PD3BO1.QSC 0.14000 0.09835 0.4055E+02 1.42349 -1.00000 PD3BO1.QSC

• 1-0.15000 0.10537 0.3838E*02 1.42349 -1.00000 PD3BO1.QSC 0.20000 0.14050 0.2952E+02 1.42349 -1.00000 PD3BO1.QSC 0.21075 0.1852E+02 1.42349 -1.00000 PD3BO1.QSC 0.30000 0.40000 0.2B100 0.1258E+02 1.42349 -1.00000 PD3BO1.QSC 0.35125 0.8564E+01 1.42349 -1.00000 PD3BO1.QSC 0.50000 0.55000 0.38637 0.7013E+01 1.42349 -1.00000 PD3B01.QSC 0.42150 0.5684E+01 1.42349 -1.00000 PD3B01.QSC 0.60000 0.65000 0.45662 0.4565E+01 1.42349 -1.00000 PD3BO1.QSC 0.49175 0.3638E+01 1.42349 -1.00000 PD3BO1.QSC 0.70000 0.75000 0.52687 0.2845E+01 1.42349 -1.00000 PD3BO1.QSC 0.80000 0.56200 0.2146E+01 1.42349 -1.00000 PD3BO1.QSC 0.85000 0.59712 0.1525E+01 1.42349 -1.00000 PD3BO1.QSC 0.90000 0.63225 0.1070E+01 1.42349 -1.00000 PD3BO1.QSC 0.95000 0.66737 0.8368E+00 1.42349 -1.00000 PD3BO1.QSC 1.00000 0.70250 0.6471E+00 1.42349 -1.00000 PD3BO1.QSC 2.10000 0.77275 0.3461E+00 1.42349 -1.00000 PD3BO1.QSC 1.20000 0.84300 0.1402E+00 1.42349 -1.00000 PD3BO1.QSC 0.91325 0.2593E-01 1.42349 -1.00000 PD3BO1.QSC 1.30000 0.98350 0.6227E-03 1.42349 -1.00000 PD3BO1.QSC 1.40000 1.05375 O.OOOOE+00 1.42349 -1.00000 PD3BO1.QSC 1.50000 1.12400 O.OOOOE+00 1.42349 -1.00000 PD3BO1.QSC 1.60000 Page 17 of 17

GEO.HBIP.02.07 Rev.1 Attachment H Attachment H CD-Rom-J.

Table of Contents Page 1 of 7

GEO.HBIP.02.07 Rev.1 Attachment H Table of Contents.txt file GEO.HBIP.02.07 Rev. 1 07/18/03 All files listed are ASCII files that can be read by any text file such as Notepad.

Directory UTEXAS4_files:

Section A-A' bluffs5.txt bluffs5.out bluffs5(dyn).txt bluffs5(dyn).out Section B-B' plant-s5c.txt plant-s5c.out plants5c(dyn).txt plants5c(dyn).out

• .txt files are input files. *.out are output files. (dyn) files are used to determine (dynamic) yield acceleration for each section.

Directory EXCEL-files:

For use in DEFORMP analyses:

Section A-A' Set 1 setlrot.xls slaa.prn Set 2 set2rot.xls s2aa.prn Set 3 set3rot.xls s3aa.prn Set 4 set4rot.xls s4aa.prn Section B-B' Set 1 setlrot.xls slbb.prn Set 2 set2rot.xls s2bb.prn Set 3 set3rot.xls s3bb.prn Set 4 set4rot.xls s4bb.prn

• .xls files are spreadsheet files. *.prn files are rotated motions output from the spreadsheets.

For use in SHAKE analyses:

Section A-A' SET 1 SETIFP.ACC SET1_FNFLING_BC.ACC SETlROT.XLS S1AA.AC8 SET 3 SET3_FP.ACC SET3_FN_FLINGBC.ACC Page 2 of 7

GEO.HBIP.02.07 Rev.1 Attachment H SET3ROT.XLS S3AA.ACB Section B-B' SET 1 SETi_FP.ACC SETiFNFLING__BC.ACC SETlROT.XLS S1BB.AC8 SET 3 SET3_FP.ACC SBT3_FN_FLINGBC.)ACC SBT3ROT.XLS S3BB.AC8S

• .ACC files are input components of ground motion from time history calculations. *.AC8 files are rotated surface motions used in SHAKE analyses.

Directory SHAZk_files:

Section A-A' SET 1 PDIA.INP S1AA .AC8 PDIA.OUT PDlA.PUN SET 3 PD3A.INP S3AA.AC8 PD3A.OUT PD3A.PUN Section B-3' SET 1 PD1B.INP SlBB.AC8 PDlB. OUT PD1B.PMN SET 3 PD3B. INP S3BB.AC8 PD3B.OUT PD3B.PUN Page 3 of 7

GEO.QBP.02.07 Rev.1 Attachment H

• .IN files are input files. *.OUT files are output files. *.PUN files are rotated outcrop motion files for use in QUAD4NU analyses.

Directory QUAD4MU files:

Section A-A' SET 1 PD1A.Q41 PDlA.Oll HBSOILNW.DAT PDlA.Q40 PDlAOO.QSC PDlAO1.QSC PDlAOO.Q4A PDlAO0.Q4A PDlA02.Q4A PD1AO3.Q4A PDlA04.Q4A PDlAO5.Q4A SET 3 PD3A.Q4X PD3A.011 BSoILNW.nDAT PD3A.Q40 PD3AOO.QSC PD3AOI.QSC PD3AOO.Q4A PD3AO1.Q4A PD3AO2.Q4A PD3A03.Q4A PD3AO4.Q4A PD3AO5.Q4A Section B-B' SET 1 PD1B.Q41 PDlB.0ll HBSOILNW.DAT PDlB.Q40 PDlBOO.QSC PDlBO1.QSC PDlBOO.Q4A PDlBO1.Q4A PDlB02.Q4A PDlBO3.Q4A PD1BO4.Q4A PD1BO5.Q4A SET 3 PD3B.Q41 Page 4 of 7

GEO.HBIP.02.07 Rev. I Attachment H PD3B.011 HBSOILNW.DAT PD3B.Q40 PD3B00.QSC PD3BOl.QSC PD3B00.Q4A PD3B01.Q4A PD3B02.Q4A PD3B03.Q4A PD3B04.Q4A PD3BO5.Q4A

• .011 files are rotated outcrop motions from SHAKE analyses.

E3SOILNW.DAT is input dynamic soil properties file. *.Q40 files are output files. *.QSC files are seismic coefficient files. *.Q4A files are nodal response time history files.

Directory SPECTRAD_files:

Section A-A' SET 1 SPECTRA1.INP SPECTRA2.INP S1AA.050 PDlAOO. 050 PDlA01. 050 PDLA02. 050 SET 3 SPECTRA1.INIP SPECTRA2.INP S3AA.050 PD3AOO. 050 PD3AO1. 050 PD3AO2. 050 Section 3-B' SET 1 SPECTRAl. INP SPECTRA22.INP SlBB.050 PDlB00. 050 PDlB1O. 050 PDlB02. 050 SET 3 SPECTRAl. INP SPECTRA2.INP S3BB.050 PD3B00. 050 PD3B01. 050 Page 5 of 7

GEO.HBIP.02.07 Rev.l Attachment H PD3BO2. 050 S*.050 files are spectra of rotated surface motion. PD*.050 files are spectra of nodes.

Directory DEFORMPfiles:

From QUAD4MU output:

Section A-A' SET 1 PDlASP.INP PDlASN. INP PDlA00.QSC PDlASP.DAT PDlASN.DAT SET 3 PD3ASP.INP PD3ASN.INP PD3A,00.QSC PD3ASP.DAT PD3ASN.DAT Section B-B' SET 1 PDlBSP.INP PDlBSN.INP PDlBO1.QSC PDlBSP.DAT PDlBSN. DAT SET 3 PD3BSP.INP PD3BSN.INP PD3BO1.QSC PD3BSP.DAT PD3BSN.DAT

• .QSC files are seismic coefficient input files from QUAD4MU output.

• .DAT files are output displacement files.

Directly from EXCEL output:

SECTION A-A'

(*.inp files) slap slan s2ap s2an Page 6 of 7

GEO.HBIP.02.07 Rev. 1 Attachment H s3ap s3an s4ap s4an SECTION B-B' slbp slbn s2bp s2bn s3bp s3bn s4bp s4bn

• jinp files are input files from EXCEL.

SECTION A-A'

(*.dat files) slap sian s2ap s2an s3ap s3an s4ap s4an SECTION B-3' slbp slbn s2bp s2bn s3bp s3bn s4bp s4bn

• .dat files are output displacement files.

Page 7 of 7

Page 1 of`3 Verification of GEO.HBIP.02.07, Rev 1 PACIFIC GAS AND ELECTRIC COMPANY Calc Number: GEO.HBIP.02.07 GEOSCIENCES DEPARTMENT Calc Revision: 1 CALCULATION DOCUMENT Calc Date: 7/18/03 Calc Preparer: Z. -L. Wang/

C. C. chin ITR Verification Method: A ITR FA7 T Mnkdid (name)

ITR: Ca Y (signature/date)

ITR:

(name)

ITR:

(signature/date)

1. INTRODUCTION As required by Geosciences Department Level Administrative Procedure CF3-GE1, Revision A for Quality Related Calculations, I have performed an independent technical review of Revision 1 of the above listed calculation. I have performed a step-by-step check of the calculation (Verification Method A). This ITR report is structured with similar section headings as those in the calculation. All issues raised with the preparers of this calculation have been addressed and resolved.

2. CALCULATION PURPOSE The purpose of the calculation in this Revision 1 is to repeat the dynamic response analyses performed in Revision 0, using an updated version (QUAD4MU) of the dynamic finite element program QUAD4M, and to update the earthquake-induced deformations. I have verified that the purpose for performing the additional analyses is clearly stated

3. CALCULATION ASSUMPTIONS Except for minor editorial changes, no changes were made to this section.

4. CALCULATION INPUTS No changes have been made to this section from the previous revision.

5. CALCULATION METHODOLOGY AND EQUATION

SUMMARY

Except for minor editorial changes, no changes were made to the methodology as described in this section in Revision 0. I have verified that the reference made to the original program QUAD4M, was changed to the updated (modified) version, QUAD4MU.

\\oak1\deptdata\Prqj ect\5000s\51 17.015\GEO.HBIP.02.07\GEO.HBIP.02.07_RV- IITR.doc

Page 2 of 3 Verification of GEO.HBIP.02.07, Rev 1

6. CALCULATION SOFTWARE The reference to the program QUAD4M has been changed to QUAD4MU (the updated version of the program). I have checked and verified that the updated program QUAD4MU has been documented and verified in Calculation GEO.DCPP.01.34. No other changes were made to this section in this revision.

7. CALCULATION BODY No changes have been made to Steps 1 though 6 of this section. In step 7, reference to the program QUAD4M has been changed to QUAD4MU.

Step 8 describes the repeat of the dynamic finite element analyses to compute the seismic coefficient time-histories for potential sliding masses on slopes adjacent to the ISFSI sites. It is stated that for expediency, the two cross-sections representing the slopes on either side of the ISFSI site (the bluff-side and the plant-side) were included in one finite element model. I concur with this practical approach and find it appropriate and reasonable.

I have checked and verified input files for the QUAD4MU analyses. I have verified that the outcrop time histories from the SHAKE runs were correctly used as input at the base of the finite element model in QUAD4MU. I compared and verified the seismic coefficient time history outputs from QUAD4MU by comparing the peak values listed in the output files with the plots shown on Figures 7-14 through 7-17.

I have verified that the seismic coefficient time histories from the output of QUAD4MU were correctly used as input to the DEFORMP displacement program. I have compared the peak seismic coefficient -

values with those shown on the displacement plots in Figures 7-22 through 7-25 and found them to be the same.

8. CALCULATION RESULTS AND CONCLUSIONS I have reviewed the results in this revision of the calculation and found them reasonable and consistent with the stated purpose and conclusions. The maximum revised earthquake-induced displacement for section A-A' (0.5 ft) are consistent and slightly lower than the 1.1 ft estimated in Revision 0. The maximum computed displacement for section B-B' (4.7) ft is similar and slightly greater than the 3.7 feet estimated in Revision 0.

9. CALCULATION LIMITATIONS I have reviewed and verified that the stated limitations are appropriate.

10. CALCULATION IMPACT EVALUATION I concur with the stated impact of the results of the calculation.

11. CALCULATION REFERENCES Except for the updated reference to the QUAD4MU program, no changes were made to this section in this revision.

\\oakl\deptdata\Project\5000s\5I 17.015\GEO.HBUI.02.07\GEO.HBIP.02.07_RV.ITrM.doc

Page 3 of 3 Verification of GEO.HBIP.02.07, Rev 1

12. CALCULATION ATTACHMENTS Attachments A, B, C and D remain unchanged from Revision 0. I have verified that the listed files and the printed excerpts of the input and output files in Attachments E, F and G, are accurate and sufficient to reproduce the analyses and calculations included in the CD. In addition, I have checked and verified that copies of the CD's are readable, and that each contained a "Read Me" file describing its contents.

\\oak I\deptdata\Project\5000s\51 17.015\GEO. HB1P.02.07\GE0.HB1P.02.07_RV-iITrR.doc