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Coral Mtn Geotechnical Investigation Report_SladdenGEOTECHNICAL INVESTIGATION ANDALUSIA WEST SIDE DEVELOPMENT WEST OF MADISON STREET BETWEEN AVENUE 58 & AVENUE 60 LA QUINTA, CALIFORNIA -Prepared By- Sladden Engineering 45-090 Golf Center Parkway, Suite F Indio, California 92201 (760) 863-0713 Sladden Engineering Madden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 86MS47 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 26, 2019 Project No. 544-19025 19-01-049 Meriwether Companies 2440 Junction Place, Suite 200 Boulder, Colorado 80301 Subject: Geotechnical Investigation Project: Andalusia West Side Development West of Madison Street Between Avenue 58 & Avenue 60 La Quinta, California Sladden Engineering is pleased to present the results of the geotechnical investigation performed for the Andalusia West Side development in the City of La Quinta, California. Our services were completed in accordance with our proposal for geotechnical engineering services dated December 12, 2018 and your authorization to proceed with the work. The purpose of our investigation was to explore the subsurface conditions at the site to provide recommendations for foundation design and site preparation relative to the development of the project. Evaluation of environmental issues and hazardous wastes was not included within the scope of services provided. The opinions, recommendations and design criteria presented in this report are based on our field exploration program, laboratory testing and engineering analyses. Based on the results of our investigation, it is our professional opinion that the remainder of the project remains feasible. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned. Respectfully submitted, R�FESS/a SI.ADDEN ENGINEERING Q �lEl Rev BRETTL, G ANDERSON 73 coo a. C45389 MATTHE~W'J. COHRT { � CMt. Av w ENGINEE1ZNG Matthew J. Cohrt U 2634 y Brett L. A eri Principal Geologist Principal Engine Ail �TFQF CA0. 0� James W. Minor III Project Geologist SER/jrn Copies: 4Addressee Sladden Engineering GEOTECHNICAL INVESTIGATION ANDALUSIA WEST SIDE DEVELOPMENT LA QUINTA, CALIFORNIA TABLE OF CONTENTS INTRODUCTION.................................................................................................................................... 1 PROJECTDESCRIPTION....................................................................................................................... 1 SCOPEOF SERVICES............................................................................................................................. 2 SITECONDITIONS................................................................................................................................ 2 GEOLOGICSETTING............................................................................................................................ 3 SUBSURFACECONDITIONS................................................................................................................3 SEISMICITYAND FAULTING.............................................................................................................. 4 CBCDESIGN PARAMETERS................................................................................................................5 GEOLOGICHAZARDS.......................................................................................................................... 6 CONCLUSIONS...................................................................................................................................... 8 EARTHWORKAND GRADING.......................................................................................................... 8 Stripping........................................................................................................................................... 8 Preparation of Residential Building Areas................................................................................... 8 Preparation of Hotel Building Areas............................................................................................. 9 Compaction....................................................................................................................................... 9 Shrinkageand Subsidence..............................................................................................................10 FOUNDATIONS CONVENTIONAL SHALLOW SPREAD FOOTINGS.......................................10 POSTTENSIONED SLABS....................................................................................................................11 SLABS-ON-GRADE................................................................................................................................11 RETAININGWALLS.................................................................................................12 PRELIMINARY PAVEMENT DESIGN................................................................................................12 CORROSIONSERIES.............................................................................................................................12 UTILITY TRENCH BACKFILL.............................................................................................................13 EXTERIOR CONCRETE FLATWORK.................................................................................................13 DRAINAGE..............................................................................................................................................13 LIMITATIONS.........................................................................................................................................13 ADDITIONALSERVICES......................................................................................................................14 REFERENCES..........................................................................................................................................15 FIGURES - Site Location Map Regional Geologic Map Borehole Location Plan Lineament Photograph APPENDIX A - Field Exploration APPENDIX B- Laboratory Testing APPENDIX C- Liquefaction Analyses APPENDIX D- Seismic Design Map and Report Deaggregation Output Sladden Engineering February 26, 2019 1 Project No. 544-19025 19-01-049 INTRODUCTION This report presents the results of the geotechnical investigation performed by Sladden Engineering (Sladden) for the Andalusia West Side mixed -use resort/residential development proposed for the project site located on the southwest comer of Avenue 58 and Madison Street in the City of La Quinta, California. The central portion of the site development is located at approximately 33.6212 degreesnorth latitude and 116.2570 degrees west longitude. The approximate location of the site is indicated on the Site Location Map (Figure 1). Our investigation was conducted in order to evaluate the engineering properties of the near surface and subsurface materials throughout the currently undeveloped site to evaluate their in -situ characteristics in order to provide recommendations for site preparation and design criteria for foundation design as well as the design of various site improvements. This study also includes a review of published and unpublished geotechnical reports and geological literature regarding seismicity and potential geologic hazards that may impact the subject site. PROJECT DESCRIPTION Based on the preliminary site plans (Vita, 2018), it is our understanding that the proposed project will consist of constructing new residential structures, a multi -story hotel complex, a wave lagoon and various outdoor amenities. Sladden anticipates that the project will also include new concrete flatwork, swimming pools, underground utilities, landscape areas, access roadways, parking areas and various surface improvements. For our analyses we expect that the proposed new residential structures and hotel structures will consist of relatively lightweight one (1) or two (2) story wood -frame structures supported on conventional spread footings and concrete slabs -on -grade or post -tensioned slabs. Sladden anticipates that grading will consist of generally minor cuts and fills in order to accomplish the desired pad elevations and to provide adequate gradients for site drainage. Significant excavation is expected to accomplish wave lagoon and lake construction. This does not include the removal and re - compaction of loosely placed stockpiled soil that exists within portions of the site. Upon completion of the foundation plans and precise grading plans, Sladden should be retained to verify that the recommendations presented within in this report are incorporated into the design of the proposed project. Structural foundation loads were not available at the time of this report. Based on our experience with relatively lightweight wood -frame structures, we expect that isolated column loads will be less than 30 kips and continuous wall loads will be less than 3.0 kips per linear foot. If these assumed loads vary significantly from the actual loads, we should be consulted to verify the applicability of the recommendations provided. Sladden Engineering February 26, 2019 SCOPE OF SERVICES Project No. 544-19025 19-01-049 The purpose of our investigation was to determine specific engineering characteristics of the surface and near surface soil and evaluate potential geologic and seismic hazards in order to develop foundation design criteria and recommendations for site preparation. Exploration of the site was achieved by drilling ten (10) exploratory boreholes to depths of between approximately 21 and 51 feet below the existing ground surface (bgs). Specifically, our site characterization consisted of the following tasks: • Site reconnaissance to assess the existing surface conditions on and adjacent to the site. • Advancing ten (10) exploratory boreholes to depths between approximately 21 and 51 feet bgs in order to characterize the subsurface soil conditions. Representative samples of the soil were classified in the field and retained for laboratory testing and engineering analyses. • Advancing five (5) exploratory trenches to depths of approximately 5 feet bgs in order evaluate the subsurface conditions along previously identified vegetation linaments. • The performance of laboratory testing on selected samples to evaluate their engineering characteristics. • The review of available geologic literature and the discussion of potential geologic hazards. • The review of various geotechnical reports previously prepared for the project site. • The performance of engineering analyses to develop recommendations for foundation design and site preparation. • The preparation of this report summarizing our work at the site. SITE CONDITIONS The Andalusia-Westside development occupies a total area of approximately 377.20 acres. At the time of our investigation, the site was vacant and generally undeveloped with the exception of an old dilapidated farm house located in the central portion of the property. In addition, CVWD (Coachella Valley Water District) irrigation mains were observed on the site along with numerous dirt roads and hiking trails. Various desert vegetation is found throughout the site. The site is located on the west side of Madison Street between Avenue 58 and Avenue 60 in the City of La Quinta, California. According to the USGS 7.5' Valeria, Martinez Mountain, La Quinta and Indio Quadrangle maps (USGS, 2015), the site is situated at an elevation of between 30 feet and 50 feet below mean sea level (MSL). No natural ponding water or surface seepage was observed at or near the site during our field investigations. Site drainage appears to be controlled via sheet flow and surface infiltration. Sladden Engineering February 26, 2019 3 Project No. 544-19025 19-01-049 GEOLOGIC SETTING The project site is located within the Colorado Desert Physiographic Province (also referred to as the Salton Trough) that is characterized as a northwest -southeast trending structural depression extending from the Gulf of California to the Banning Pass. The Salton Trough is dominated by several northwest trending faults, most notably the San Andreas Fault system. The Salton Trough is bounded by the Santa Rosa — San Jacinto Mountains on the southwest, the San Bernardino Mountains on the north, the Little San Bernardino - Chocolate — Orocopia Mountains on the east and extends through the Imperial Valley into the Gulf of California on the south. A relatively thick sequence (20,000 feet) of sediment has been deposited in the Coachella Valley portion of the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in nature with some lacustrian (lake) and minor marine deposits. The major contributor of these sediments has been the Colorado River. The mountains surrounding the Coachella Valley are composed primarily of Precambrian metamorphic and Mesozoic "granitic" rock. The Salton Trough is an internally draining area with no readily available outlet to Gulf of California and with portions well below sea level (-253' msl). The region is intermittently blocked from the Gulf of California by the damming effects of the Colorado River delta (current elevation +30'msl). Between about 300AD and 1600 AD (to 1700) the Salton Trough has been inundated by the River's water, forming ancient Lake Cahuilla (max. elevation +58' msl). Since that time the floor of the Trough has been repeatedly flooded with other "fresh" water lakes (1849, 1861, and 1891), the most recent and historically long lived being the current Salton Sea (1905). The sole outlet for these waters is evaporation, leaving behind vast amounts of terrestrial sediment materials and evaporite minerals. The site has been mapped by Rogers (1965) to be immediately underlain by undifferentiated Quaternary - age lake deposits (Ql), alluvium (Qal) and Mesozoic granitic rocks (gr). The regional geologic setting for the site vicinity is presented on the Regional Geologic Map (Figure 2). SUBSURFACE CONDITIONS The subsurface conditions at the site were investigated by drilling ten (10) exploratory boreholes on -site. The approximate locations of the boreholes are illustrated on the Borehole Location Plan (Figure 3). The boreholes were advanced using a truck -mounted Mobile B-61 drill rig equipped with 8-inch outside diameter (O.D.) hollow stem augers. A representative of Sladden was present to log the materials encountered and retrieve samples for laboratory testing and engineering analysis. During our field investigation a thin mantle of disturbed soil was encountered to a depth of approximately one (1) to two (2) feet below existing grade in the area of our bores. The disturbed soil consisted of silty sand (SM) and sandy silt (ML). Underlying the fill soil and extending to the maximum depth explored, native alluvium was encountered. Native materials consisted primarily of silty sand (SM) and sandy silt (ML) with minor portions of clay (CL/CH). Generally, granualar materials appeared grayish brown, slightly moist to moist, loose to dense and fine-grained. Cohesive layers appeared grayish to olive brown, slightly moist to wet and exhibited low to high plasticity characteristics. Sladden Engineering February 26, 2019 4 Project No. 544-19025 19-01-049 The final logs represent our interpretation of the contents of the field logs, and the results of the laboratory observations and tests of the field samples. The final logs are included in Appendix A of this report. The stratification lines represent the approximate boundaries between soil types although the transitions may be gradual and variable across the site. Groundwater was encountered at depths of approximately 47 feet below existing grade for BH-2 and BH- 6 during our field investigation on February 6, 2019. Currently, ongoing aquifer recharge operations are being conducted by Coachella Valley Water District (CVWD). Based on potential impacts to existing nearby developments (including inundation of low-lying improvements), we do not expect that recharging operations will allow groundwater to reach historical high depths in the site vicinity. We anticipate a high groundwater depth of 20 feet or more below existing grade. Sladden's trench investigation of the site commenced on February 5, 2019 with the excavation of exploratory trenches T-1, T-2 and T-3. Exploratory trenches T-4 and T-5 were excavated on February 6, 2019 (Figures 3 & 4). All five (5) exploratory trenches were excavated to a total depth of approximately five (5) feet bgs. Exploratory trenches were excavated by Sladden Engineering utilizing a track mounted mini excavator equipped with a 2.0-foot wide bucket. The exploratory trenches were excavated to expose the near surface soil in an effort to locate and observe any discontinuities of the soil profile indicative of surface rupture or ground fissures. Geologic logging of all the exploratory trenches was provided by Sladden's Project Geologist working with or under the direction of a State of California Certified Engineering Geologist. As part of the actual geologic logging process of the trenches, the trench walls were first evaluated to identify the soil stratigraphy and to group soil units. The identified contacts between soil units within the trenches were based on their stratigraphic position, soil type, and the nature of bounding contacts. Once all the preparation was completed, the actual geologic logging was performed by or under the direction of a California Certified Engineering Geologist utilizing the trench wall profiles at a scale of 1 inch equals 5 feet. The trench logs are presented within Appendix A (Plates 1-5). As a result of Sladden's lineament trench investigation, features indicative of active surface faulting were not encountered within the exploratory trenches excavated. SEISMICITY AND FAULTING The southwestern United States is a tectonically active and structurally complex region, dominated by northwest trending dextral faults. Faults in the region are often part of complex fault systems composed of numerous subparallel faults that splay or step from main fault traces. Strong seismic shaking could be produced by any of these faults during the design life of the proposed project. Sladden considers the most significant geologic hazard to the project to be the potential for moderate to severe seismic shaking that is likely to occur during the design life of the project. The proposed project is located in the highly seismic Southern California region within the influence of several fault systems that are considered to be active or potentially active. An active fault is defined by the State of California as a "sufficiently active and well defined fault" that has exhibited surface displacement within the Holocene epoch (about the last 11,000 years). A potentially active fault is defined by the State as a fault with a history of movement within Pleistocene time (between 11,000 and 1.6 million years ago). Sladden Engineering February 26, 2019 5 Project No. 544-19025 19-01-049 Based on our research, the site is not currently located within any State of California or County of Riverside designated fault zone (CGS, 2015; RCPR, 2019). Table 1 lists the closest known potentially active faults that was generated in part using the EQFAULT computer program (Blake, 2000), as modified using the fault parameters from The Revised 2002 California Probabilistic Seismic Hazard Maps (Cao et al, 2003). This table does not identify the probability of reactivation or the on -site effects from earthquakes occurring on any other faults in the region. TABLE 1 CLOSEST KNOWN ACTIVE FAULTS Fault Name Distance (Km) Maximum Event San Andreas - Coachella 13.9 7.2 San Andreas - Southern 13.9 7.2 San Jacinto - Anza 27.3 7.2 San Jacinto - Coyote Creek 29.3 6.8 Bumt Mountain 37.7 6.5 Eureka Peak 39.2 6.4 San Andreas - San Bernardino 39.3 7.5 2016 CBC SEISMIC DESIGN PARAMETERS Sladden has reviewed the 2016 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structures. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed structure. The 2016 CBC Seismic Design Parameters are summarized below. The project Design Map Reports are included within Appendix C (SEAC, 2019). Risk Category (Table 1.5-1):11 Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.5g SI (Figure 1613.3.1): 0.6g Fa (Table 1613.3.3(1)): 1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.5g Sml (Equation 16-38 (Fv X S1)): 0.901g SDS (Equation 16-39 (2/3 X Sms)):1.0g SDI (Equation 16-40 (2/3 X SmI)): 0.6g Seismic Design Category: D Sladden Engineering February 26, 2019 6 Project No. 544-19025 19-01-049 GEOLOGIC HAZARDS The subject site is located in an active seismic zone and will likely experience strong seismic shaking during the design life of the proposed project. In general, the intensity of ground shaking will depend on several factors including: the distance to the earthquake focus, the earthquake magnitude, the response characteristics of the underlying materials, and the quality and type of construction. Geologic hazards and their relationship to the site are discussed below. I. Surface Rupture. Surface rupture is expected to occur along preexisting, known active fault traces. However, surface rupture could potentially splay or step from known active faults or rupture along unidentified traces. Based on our review of Jennings (1994), CGS (2015), Rodgers (1965) and RCPR (2019) known faults are not mapped on or projecting towards the site. In addition, no signs of active surface faulting were observed during our review of non -stereo digitized photographs of the site and site vicinity (Google, 2019). Finally, no signs of active surface fault rupture or secondary seismic effects (lateral spreading, lurching etc.) were identified on -site during our field investigation. Therefore, it is our opinion that risks associated with primary surface ground rupture should be considered "low". IL Ground Shaking. The site has been subjected to past ground shaking by faults that traverse through the region. Strong seismic shaking from nearby active faults is expected to produce strong seismic shaking during the design life of the proposed project. A probabilistic approach was employed to the estimate the peak ground acceleration (am.) that could be experienced at the site. Based on the USGS Unified Hazard Tool (USGS, 2019) shear wave velocity (Vs30) of 259 m/s, the site could be subjected to ground motions on the order of 0.53g. The peak ground acceleration at the site is judged to have a 475 year return period and a 10 percent chance of exceedence in 50 years. III. Liquefaction/ Dry Sand Settlement. Liquefaction is the process in which loose, saturated granular soil loses strength as a result of cyclic loading. The strength loss is a result of a decrease in granular sand volume and a positive increase in pore pressures. Generally, liquefaction can occur if all of the following conditions apply: liquefaction -susceptible soil, groundwater within a depth of 50 feet or less, and strong seismic shaking. We have performed seismic settlement calculations utilizing a magnitude of 7.34 (USGS, 2019). Anticipated high groundwater depths were selected at 20 feet bgs. Calculations indicate potential total seismic settlements of up to 2.10 inches and 1.03 inches for BH-2 and BH-6, respectively. The potential seismically related differential settlements are expected to be less than 1.0 inches. Based upon the general uniformity of the soil and groundwater conditions underlying the site, we expect the maximum differential settlement to occur over a horizontal distance of approximately 50 feet. Accordingly, risks associated with seismic settlements should be considered "low". Our seismic settlement calculations are summarized below and included within Appendix D. BOREHOLE PGAm* Ma .-* F.O.S. Settlement (in.) Differential Settlement (in.) BH-2 0.513g 7.34 1.3 2,10 < 1.0 BH-6 0.513g 7.34 1.3 1.03 < 1.0 Sladden Engineering February 26, 2019 7 Project No. 544-19025 19-01-049 IV. Tsunamis and Seiches. Because the site is situated at an elevated inland location and is not immediately adjacent to any impounded bodies of water, risk associated with tsunamis and seiches is considered negligible. V. Slope Failure. The site is located on relatively flat ground except for the ascending slope is located on the west side of the subject site. It is our professional opinion that risks associated with slope instability should not be a controlling factor is project design Vl. Expansive Soil. Expansion Index testing of select samples was performed to evaluate expansive potential of the materials underlying the site. Based the results of our laboratory testing (EI = 1 & 66) the materials underlying the site are considered to have "very low" to "medium" expansion potential for the sandy and silty soil layers, respectively. Because significant grading is expected the expansion potential should be re-evaluated after grading. VII. Settlement. Static settlement resulting from the anticipated foundation loads should be minimal provided that the recommendations included in this report are considered in foundation design and construction. The ultimate static settlement is estimated to be less than one inch when using the recommended foundation bearing pressures. As a practical matter, differential static settlement between footings can be assumed as one-half of the total static settlement. VIII. Subsidence. Land subsidence can occur in valleys where aquifer systems have been subjected to extensive groundwater pumping, such that groundwater pumping exceeds groundwater recharge. Generally, pore water reduction can result in a rearrangement of skeletal grains and could result in elastic (recoverable) or inelastic (unrecoverable) deformation of an aquifer system. Previous studies by ESSW (2012) were conducted to evaluate existing distress to structures, roadways and improvements within the existing Andalusia development (SEC Madison and Avenue 58) and to evaluate the potential for areal subsidence to affect current and future development. ESSW (2012) did not find conclusive evidence of observed distress that could be directed attributed to areal subsidence. The lineament evaluation performed as a part of this investigation indicates that the previously identified surface lineaments do not appear to be the result of subsidence. IX. Flooding and Erosion. Surface erosion was observed along the southwestern portion of our site during our field investigation conducted on February 1, 2019. Risks associated with flooding and erosion should be evaluated and mitigated by the project design Civil Engineer. X. Debris Flows. Debris flows are viscous flows consisting of poorly sorted mixtures of sediment and water and are generally initiated on slopes steeper than approximately six horizontal to one vertical (6I-I:1 V), Subject: Concrete Mix Designs Sladden Engineering February 26, 2019 8 Project No. 544-19025 19-01-049 CONCLUSIONS Based on the results of our investigation and our review of the previous geotechnical reports prepared for the property, it is our professional opinion that the project remains feasible from a geotechnical perspective provided that the recommendations included in this report are incorporated into foundation design and carried out through construction. The main geotechnical concerns are the presence of potentially compressible and expansive near -surface native soil and potential seismic settlements. We recommend that remedial grading within the proposed new building areas include the removal and re -compaction of any loose surface soil. Specific recommendations for site preparation are presented in the Earthwork and Grading section of this report. Groundwater was encountered at a depth of approximately 47 feet bgs within BH-2 and BH-6. Based on the current depth and anticipated high groundwater depth, we do not expect that groundwater will impact grading operations or construction. Caving did occur to varying degrees within each of our exploratory bores and the surface soil may be susceptible to caving within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the subsoil will conform to that described by CalOSHA as Type B or C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. The following preliminary design recommendations present more detailed design criteria that have been developed on the basis of our field and laboratory investigation. EARTHWORK AND GRADING All earthwork including excavation, backfill and preparation of the subgrade soil, should be performed in accordance with the geotechnical recommendations presented in this report and portions of the local regulatory requirements, as applicable. All earthwork should be performed under the observation and testing of a qualified soil engineer. The following geotechnical engineering recommendations for the proposed project are based on observations from the field investigation program, laboratory testing and geotechnical engineering analyses. a. Striooine. Areas to be graded should be cleared of the vegetation, associated root systems and debris. All areas scheduled to receive fill should be cleared of old fills and any irreducible matter. The strippings should be removed off -site, or stockpiled for later use in landscape areas. Undocumented fill soil or loose soil should be removed in its entirety and replaced as engineered fill. Voids left by obstructions should be properly backfilled in accordance with the compaction recommendations of this report. b. Preparation of the Residential Building Areas: In order to provide firm and uniform foundation bearing conditions, the primary foundation bearing soil should be over -excavated and re - compacted. Over -excavation should extend to a minimum depth of 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. Once adequate removals have been verified, the exposed native soil should be scarified, moisture -conditioned and compacted to a minimum of 90 percent relative compaction. Siadden Engineering February 26, 2019 9 Project No. 544-19025 19-01-049 C. Preparation of the Hotel Building Areas. In order to provide firm and uniform bearing foundation bearing conditions, we recommend over -excavation and re -compaction throughout the building and foundation areas. All artificial fill soil and low density near surface native soil should be removed to a depth of at least 4 feet below existing grade or 4 feet below the bottom of the footings, whichever is greater. Remedial grading should extend laterally, a minimum of five feet beyond the building perimeter. The exposed surface should then be scarified, moisture conditioned to within two percent of optimum moisture content, and compacted to at least 90 percent relative compaction. d. Compaction. Soil to be used as engineered fill should be free of organic material, debris, and other deleterious substances, and should not contain irreducible matter greater than six (6) inches in maximum dimension. All fill materials should be placed in thin lifts not exceeding six inches in a loose condition. If import fill is required, the material should be of a non -expansive nature and should meet the following criteria: Plastic Index Less than 12 Liquid Limit Less than 35 Percent Soil Passing #200 Sieve Between 15% and 35% Maximum Aggregate Size 3 inches The subgrade and all fill material should be compacted with acceptable compaction equipment, to at least 90 percent relative compaction. The bottom of the exposed subgrade should be observed by a representative of Sladden Engineering prior to fill placement. Compaction testing should be performed on all lifts in order to verify proper placement of the fill materials. Table 2 provides a summary of the excavation and compaction recommendations. TABLE2 SUMMARY OF RECOMMENDATIONS *Remedial Grading Over -excavation and re -compaction within the residential building areas and extending laterally for 5 feet beyond the building limits and to a minimum of 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. Over -excavation and re -compaction within the hotel building areas and extending laterally for 5 feet beyond the building limits and to a minimum of 4 feet below existing grade or 4 feet below the bottom of the footings, whichever is deeper. Native / Import Engineered Fill Place in thin lifts not exceeding 6 inches in a loose condition, compact to a minimum of 90 percent relative compaction. Asphalt Concrete Sections Compact the top 12 inches to at least 95 percent compaction within 2 percent of optimum moisture content. `Actual depth may vary and should be determined by a representative of Sladden Engineering in the field during construction. Sladden Engineering February 26, 2019 10 Project No. 544-19025 19-01-049 d. Shrinkage and Subsidence. Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that the shrinkage could vary from 10 to 25 percent. Subsidence of the surfaces that are scarified and compacted should be between 1 and 3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. FOUNDATIONS: CONVENTIONAL SHALLOW SPREAD FOOTINGS Conventional shallow spread footings may be used for building support provided that the potential seismic settlements are accommodated in design. Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedment depth of 18 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have minimum widths of 18 inches and 24 inches, respectively. Continuous and isolated footings placed on compact engineered fill soil may be designed using allowable (net) bearing pressures of 1800 and 2000 pounds per square foot (psf), respectively. Allowable increases of 250 psf for each additional I foot in width and 250 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be 3,000 psf. The allowable bearing pressures apply to combined dead and sustained live loads. The allowable bearing pressure may be increased by one-third when considering transient live loads, including seismic and wind forces. All footings should be reinforced in accordance with the project structural engineers recommendations. Based on the allowable bearing pressures recommended above, total static settlement of the shallow footings is anticipated to be less than one -inch, provided that foundation area preparation conforms to the recommendations described in this report. Differential static settlement is anticipated to be approximately one-half of the total settlement for similarly loaded footings spaced up to approximately 50 feet apart. The previously discussed seismic settlement should also be considered in design. Lateral load resistance for the spread footings will be developed by passive soil pressure against the sides of the footings below grade and by friction acting at the base of the concrete footings bearing on compacted fill. An allowable passive pressure of 250 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.40 may be used for dead and sustained live loads to compute the frictional resistance of the footing placed directly on compacted fill. Under seismic and wind loading conditions, the passive pressure or the frictional resistance may be increased by one-third. All footing excavations should be observed by a representative of the project geotechnical consultant to verify adequate embedment depths prior to placement of forms, steel reinforcement or concrete. The excavations should be trimmed neat, level and square. All loose, disturbed, sloughed or moisture - softened soils and/or any construction debris should be removed prior to concrete placement. Excavated soil generated from footing and/or utility trenches should not be stockpiled within the building envelope or in areas of exterior concrete flatwork. Sladden Engineering February 26, 2019 11 Project No. 544-19025 19-01-049 POST -TENSIONED SLABS Post -tensioned slabs may be considered for the proposed structures. We have evaluated the on -site soil for construction of post -tensioned foundation systems in general accordance with design specifications of the Post Tensioning Institute. Post -tensioned slabs should be designed to be rigid and capable of spanning areas of non -uniform support and meet the following criteria: 1. Bearing Capacity =1500 psf 2. Potential Liquefaction Induced Differential Settlement = 1.00 inches (over a horizontal distance of 50 feet) 3. Coefficient of Friction = 0.40 SLABS -ON -GRADE In order to reduce the risk of heave, cracking and settlement, concrete slabs -on -grade should be placed on properly compacted soil as outlined in the previous sections of this report. The slab subgrades should remain near optimum moisture content and should not be permitted to dry prior to concrete placement. All slab subgrades should be firm and unyielding. Disturbed soil should be removed and then replaced and compacted to a minimum of 90 percent relative compaction. Slab thickness and reinforcement should be determined by the Structural Engineer. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid - height. Final slab -on -grade designs should be in accordance with the structural engineer's recommendations. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride (pvc) membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. RETAINING WALLS Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soil with level free -draining backfill conditions. The active pressure should be increased to 55 pcf equivalent fluid pressure where sloping backfill conditions (up to 2 to 1 FIN) are expected. At rest pressures should be used for retaining walls that are restrained from movement. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf for native backfill soil with level drained conditions. Seismic pressures must be considered in the design of retaining walls in excess of 6 feet in height. Seismic pressures can be provided once specific wall heights and configurations are known. Siadden Engineering February 26, 2019 12 Project No. 544-19025 19-01-049 PRELIMINARY PAVEMENT DESIGN Asphalt concrete pavements should be designed in accordance with Topic 608 of the Caltrans Highway Design Manual based on R-Value and Traffic Index. R-Values of 10 for silty soil and 66 for sandy soil were determined by testing. A design R-Value of 50 was assumed to develop the following preliminary pavement design sections. The subgrade soil should be tested for R-Value after grading and the final pavement design should be based upon the R-Value of subgrade soil. For Pavement design, a Traffic Index (TI) of 6.0 was used for the light duty pavements (on site residential streets and parking areas) and a Traffic Index of 7.5 was assumed for heavy duty pavements (collector streets). We assumed Asphalt Concrete (AC) over Class II Aggregate Base (AB). The preliminary flexible pavement design is as follows: RECOMMENDED ASPHALT PAVEMENT SECTION LAYER THICKNESS Pavement Material Recommended Thickness TI=6.0 TI=7.5 Asphalt Concrete Surface Course 3.0 inches 4.0 inches Class II Aggregate Base Course 4.5 inches 6.0 inches Compacted Subgrade Soil 12.0 inches 12.0 inches Asphalt concrete should conform to Sections 203 and 302 of the latest edition of the Standard Specifications for Public Works Construction ("Greenbook") or Caltrans Section 39. Class II aggregate base should conform to Section 26 of the Caltrans Standard Specifications, or Greenbook latest edition. The aggregate base course should be compacted to at least 95 percent of the maximum dry density and subgrade should be compacted to at least 90 percent of maximum dry density as determined by ASTM Test Method D 1557. CORROSION SERIES The soluble sulfate concentrations of the surface soil were determined to be 600 and 280 parts per million (ppm). The soil is considered to have a "negligible" corrosion potential with respect to concrete. However, based upon our previous experience in the project vicinity, the use of Type V cement and special sulfate resistant concrete mixes may be necessary for structural concrete. The soluble sulfate content of the surface soil should be reevaluated after grading and appropriate concrete mix designs should be established based upon post -grading test results. The pH levels of the surface soil was determined to be 9.0. Based on soluble chloride concentration testing (180 and 90 ppm), the soil is considered to have a "low" corrosion potential with respect to normal grade steel. The minimum resistivity of the surface soil was found to be 970 and 2600 ohm -cm, that indicates the site soil is considered to have a "severe" corrosion potential with respect to ferrous metal installations. A corrosion expert should be retained to provide appropriate corrosion protection measures for corrosion sensitive installations. Sladden Engineering February 26, 2019 13 Project No. 544-19025 19-01-049 UTILITY TRENCH BACKFILL All utility trench backfill should be compacted to a minimum of 90 percent relative compaction. Trench backfill materials should be placed in lifts no greater than six inches in a loose condition, moisture conditioned (or air-dried) as necessary to achieve near optimum moisture conditions, and then mechanically compacted in place to a minimum relative compaction of 90 percent. A representative of the project geotechnical consultant should test the backfill to verify adequate compaction. EXTERIOR CONCRETE FLATWORK To minimize cracking of concrete flatwork, the subgrade soil below concrete flatwork areas should first be compacted to a minimum relative compaction of 90 percent. A representative of the project geotechnical consultant should observe and verify the density and moisture content of the soil prior to pouring concrete. DRAINAGE All final grades should be provided with positive gradients away from foundations to provide rapid removal of surface water runoff to an adequate discharge point. No water should be allowed to be pond on or immediately adjacent to foundation elements. In order to reduce water infiltration into the subgrade soil, surface water should be directed away from building foundations to an adequate discharge point. Subgrade drainage should be evaluated upon completion of the precise grading plans and in the field during grading. LIMITATIONS The findings and recommendations presented in this report are based upon an interpolation of the soil conditions between the exploratory bore locations and extrapolation of these conditions throughout the proposed building areas. Should conditions encountered during grading appear different than those indicated in this report, this office should be notified. The use of this report by other parties or for other projects is not authorized. The recommendations of this report are contingent upon monitoring of the grading operation by a representative of Sladden Engineering. All recommendations are considered to be tentative pending our review of the grading operation and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering. We recommend that a pre -job conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of the recommendations presented in this report as they apply to the actual grading performed. Sladden Engineering February 26, 2019 14 Project No. 544-19025 19-01-049 ADDITIONAL SERVICES Once completed, final project plans and specifications should be reviewed by us prior to construction to confirm that the full intent of the recommendations presented herein have been applied to design and construction. Following the review of plans and specifications, observation should be performed by the Soil Engineer during construction to document that foundation elements are founded on/or penetrate into the recommended soil, and that suitable backfill soil is placed upon competent materials and properly compacted at the recommended moisture content. Tests and observations should be performed during grading by the Soil Engineer or his representative in order to verify that the grading is being performed in accordance with the project specifications. Field density testing shall be performed in accordance with acceptable ASTM test methods. The minimum acceptable degree of compaction should be 90 percent for subgrade soil and 95 percent for Class II aggregate base as obtained by the ASTM Test Method D1557. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction. Sladden Engineering February 26, 2019 15 Project No.544-19025 19-01-049 Blake, T., 2000, EQFAULT and EQSEARCH, Computer Programs for Deterministic and Probabilistic Prediction of Peak Horizontal Acceleration from Digitized California Faults. Boggs, S. Jr., (2001), "Principles of Sedimentology and Stratigraphy", Prentice Hall, third edition California Building Code (CBC), 2016, California Building Standards Commission. Cao T., Bryant, W.A., Rowshandel B., Branum D., Wills C.J., 2003, "The Revised 2002 California Probabilistic Seismic Hazard Maps". California Geological Survey (CGS), 2015, Earthquake Zones of Required Investigation, Indio Quadrangle, released December 4, 2015. Earth Systems Southwest (ESSW), 2005, Geotechnical Engineering Report, Andalusia at Coral Mountain West Side Properties, Southwest Corner Madison Street and Avenue 58 La Quinta, California; File No. 09305-04, Document No. 05-05-703, dated July 27, 2005. Earth Systems Southwest (ESSW), 2012, Summary of Preliminary Fissure Hazards Evaluation, Andalusia Development, Madison Avenue & Avenue 58, La Quinta Area, Riverside County, California; File No. 09305-17, Document No. 12-09-715, dated September 14, 2012. Earth Systems Southwest (ESSW), 2012, Special Proposal Geologic Exploration By Trenching Western Lineaments West of Madison Avenue & South of Avenue 58 Andalusia @ Coral Mountain La Quinta, Riverside County, California; Proposal No.: SWP-12-098, dated August 1, 2012. GoogleEarth.com, 2019, Vertical Aerial Photograph for the La Quinta area, California, Undated, Variable Scale. Jennings, Charles W. (Compiler), 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Geologic Data Map No. 6 Riverside County Parcel Report (RCPR), 2019, available at https://gis.countyofriverside.us/Html5 Viewer/?viewer-MMC_Publ is Rogers T.H (compiler), Jenkins, O.P (edition), 1965, Geologic Map of California, Santa Ana Sheet, sixth printing 1992, California Division of Mines and Geology, 1: 250,000. Sladden Engineering, 2018, Supplemental Geotechnical Investigation Andalusia -Remaining Phases East of Madison Street Between Avenue 58 & Avenue 60 La Quinta, California; Project No.: 544-18139, Report No.:18-06-296, dated July 5, 2018. Sladden Engineering, 2018, Geotechnical Investigation Andalusia -Remaining Phases Tract No. 31681 East of Madison Street Between Avenue 58 & Avenue 60 La Quinta, California; Project No.: 544-18139, Report No.: 18-09-441, dated September 5, 2018. Structural Engineer Association (SEA), 2019, Seismic Design Maps; available at: https://seismicmaps.org/ Sladden Engineering February 26, 2019 16 Project No. 544-19025 19-01-049 United States Geological Survey (USGS), 2007, "Detection and Measurement of Land Subsidence Using Global Positioning System and Interferometric Synthetic Aperture Radar, Coachella Valley, California, 1996-2005", Scientific Investigations Report 2007-5251. United States Geological Survey (USGS), 2015, Indio 7.5 Minute Quadrangle Map, 1:24000. United States Geological Survey (USGS), 2015, Valerie 7.5 Minute Quadrangle Map, 1:24000. United States Geological Survey (USGS), 2019, Unified Hazard Tool; available at: https.//earthquake.usgs.gov/hazards/interactive/ Vita Planning and Landscape Architecture, 2019, Preliminary Master Plan- Irrigation Easement Overlay, The Wave Coral Mountain. Sladden Engineering FIGURES SITE LOCATION MAP REGIONAL GEOLOGIC MAP BOREHOLE LOCATION PLAN LINEAMENT PHOTOGRAPH Sladden Engineering EXPLANATION OF SITE UNITS e 4 c. - 3'4s f _t;sl?`s.�it;t.." QE�.{1 €1a�.ir:tr`. 77 . a! ' •iRLfi<. �lW=':/�L',... :p�p:..'drtlt - �;y a's� j - _ > �' "[ �V a •' � ��"I i`�• � !'fit y IQ SITE V <..w 3";t `•„ � u� �'.'-� M.q1-.'sews - ': ,� � r j -�:n zHC> F i.t.'�cSikTCC3A ...�A A, LIU- `. JA' ` L b`y , g •�x' .lea f i ., r4 �.t r, --•'� �. REGIONAL GEOLOGIC MAP ]FIGURE Pro'eet Number: 544-19025 Report Number: 19-01--049 Sladden Engineering pate: February 26, 2019 LEGEND SH-10 Approximate Exploratory Borehole Location /TF-5 Approximate Exploratory Trench Location i R-1 /TP-4 — THE llfSAF 04 W ERRIGATICAJ L3tdi; EASEME?si aR4 b ,... TRAIL HEAD- BRANDEiD 8H 8 ## BH 1n rsUM HOTEL R•s AMEWTIES CAL lyi+ UNTAIN w i TRAIL HE AD .. _. WT4 Vita (2019) BOREHOLE LOCATION PLAN FIGURE Project Number- 544-19025 Report Number: 19-01-049 Sladden Engineering Date: February 26, 2019 ii, APPENDIX A FIELD EXPLORATION Sladden Engineering APPENDIX A FIELD EXPLORATION For our field investigation ten (10) exploratory bores were excavated on February 1, 2019 utilizing a truck mounted rig (Mobile B-61) equipped with 8-inch outside diameter (O.D.) augers. Continuous logs of the materials encountered were made by a representative of Sladden Engineering. Sladden's linement trench investigation was conducted on February 5, 2019 with the excavation of exploratory trenches T-1, T-2 and T-3 and February 6, 2019 for T-4 and T-5. All five (5) exploratory trenches were excavated to a total depth of approximately five (5) feet bgs. Exploratory trenches were excavated by Sladden Engineering utilizing a track mounted mini excavator equipped with a 2.0-foot wide bucket. Materials encountered in the boreholes were classified in accordance with the Unified Soil Classification System which is presented in this appendix. Representative undisturbed samples were obtained within our borings by driving a thin -walled steel penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT) sampler with a 140 pound automatic -trip hammer dropping approximately 30 inches (ASTM D1586). The number of blows required to drive the samplers 18 inches was recorded in 6-inch increments and blowcounts are indicated on the boring logs. The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of 2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5 inches. Undisturbed samples were removed from the sampler and placed in moisture sealed containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing. Sladden Engineering UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS TYPICAL NAMES GW WELL GRADED GRAVEL -SAND MIXTURES [� GRAVELS CLEAN GRAVELS WITH LITTLE OR NO F1NE5 GP POORLY GRADED GRAVELS, GRAVEL -SAND o MIXTURES N z MORE THAN HALF y COARSE FRACTION IS GM SILTY GRAVELS, POORLY -GRADED GRAVEL - LARGER THAN No.4 SIEVE GRAVELS WITH OVER SAND -SILT MIXTURES Q F SIZE 12%FINES GC CLAYEY GRAVELS, POORLY GRADED GRAVEL - SAND -CLAY MIXTURES O W SW WELL GRADED SANDS, GRAVELLY SANDS SANDS CLEAN SANDS WITH O LITTLE OR NO FINES O z SP POORLY GRADED SANDS, GRAVELLY SANDS d Ex., MORE THAN HALF COARSE W FRACTION IS SMALLER SM SILTY S ANDS, POORLY GRADED SAND -SILT p THAN No.4 SIEVE SIZE SANDS WITH OVER 12% MIXTURES FINES Sc CLAYEY SANDS, POORLY GRADED SAND -CLAY MIXTURES o INORGANIC SILTS & VERY FINE SANDS, ROCK ML FLOUR, SILTY OR CLAYEY FINE SANDS, OR z CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS AND CLAYS INORGANIC CLAYS OF LOW TO MEDIUM F LIQUID LIMIT LESS THAN 50 CL PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, CLEAN CLAYS OL ORGANIC CLAYS AND ORGANIC SILTY CLAYS OFLOWPLASTICITY m INORGANIC SILTS, MICACEOUS OR c's MH DIATOMACIOUS FINE SANDY OR SILTY SOILS, z ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT SILTS AND CLAYS LIQUID LIMIT GREATER THAN x 50 CLAYS F W OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS EXPLANATION OF BORE LOG SYMBOLS California Split -spoon Sample ®unrecovered Sample Standard Penetration Test Sample Note: The stratification lines on the borelogs represent the approximate _Groundwater depth boundaries between the soil types; the transitions may be gradual. A-1 OSLADDEId ENGINEERING BORELOG Drill Rig: Mobile B-61 Date Drilled: 1/30/2019 Elevation: -20 Ft (MSL) Boring No: BH-1 o v 0 o Q E o '� c v Description �+ E O 0 N 7 v En m ra m o e C] 0 u Sandy Silt (ML); grayish brown, dry, low plasticity with gravel 2 _ F I/Disturbed). 5/6/11 37.1 1.9 4 6 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained, [ � with gravel (QI-Qal). 8 6/6/9 26.5 13 10� Silty Sand (SM); grayish brown, dry, medium dense, fine-grained, 12 with gravel (QI-Qal). 14 6/7/9 49.4 2,5 16 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained, with gravel (QI-Qal). 18 7/9/15 56.4 2.8 20 Sandy Silt (ML); grayish brown, slightly moist, very stiff, low 22 lasticiQI-Qal). 24 Terminated at -21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 40 42 44 a6 48 50 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Report No: 19-01-049 Page ], OSLA®®EN9 ENGINEERING BORELOG Drill Rig: Mobile B-61 Date Drilled: 1/30/2019 Elevation: -40 Ft (MSL) Boring No: BH-2 m v o 0 0 E o Description N U op v� Ri m w o v C] Ll C7 Silt (ML); grayish brown, dry, low plasticity (Fill/Disturbed). 8/15/20 1 66 97.8 4.4 85.4 2 Silt (ML); grayish brown, slightly moist, very stiff, medium 4 plasticity with shells (QI-Qal). 8/14/19 97.7 5.8 88.5 6 Silt (ML); grayish brown, slightly moist, very stiff, medium plasticity with shells (QI-Qal). 8 5/6/9 13.4 1.6 70 si[ Silty Sand (SM); grayish brown with orange mottling, dry, medium 12 :: dense, fine-grained (QI-Qal). 14 d 8/10/15 90.1 10.3 96.3 16 Sandy Clay (CL); grayish brown with orange mottling, moist, very stiff, medium plasticity (QI-Qal). IB 7/8/14 64.3 10.6 20 22 Silt (ML); grayish brown, moist, very stiff, low plasticity with shells (QI-Qal). 24 8/14/19 64.3 5.9 132.4 26 Silt (ML); grayish brown, moist, very stiff, low plasticity with shells (QI-Qal). 26 8/10/10 35.6 5.5 30 i'. Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- 32 ;[ " grained (QI-Qa]). 17/24/41 7.1 2.2 117.4 34 36 .::: Gravelly Sand (SW); grayish brown, slightly moist, dense, fine -to � coarse-grained (Ql-Qal). 38 6/10/30 48.4 17.4 40 -. €� Silty Sand (SM); grayish brown, very moist, medium dense, fine- 42 grained (Ql-Qal). 44 .. 4/5/11 81.1 30.2 92.5 46 , Clayey Silt (ML); grayish brown, very moist, stiff, medium plasticity with shells (QI-Qal). 48 5/9/15 45.9 23.5 50 '� Silty Sand (SM); grayish brown, wet, loose, fine-grained (QI-Qal). Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT Terminated at -51.5 Feet bgs. WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 No Bedrock Encountered. Project No: 544-19025 Groundwater Encountered at -47.0 Feet bgs. Report Page 2 No: 19-01-049 OSLA®®EN ENGINEERING BORELOG Drill Rig: Mobile B-61 Date Drilled: 1/30/2019 Elevation: -40 Ft (MSL) Boring No: BH-3 axi V o a o m _G V Description 3 Lo y { Ln R; m w a° o p C] C7 Silt (ML); grayish brown, dry, low plasticity with shells 2 (Fill/Distmbed). 4 41618 88.0 5.1 6 Silt (ML); grayish brown, slightly moist, stiff, low plasticity with shells (QI-Qal). B 8116/24 96.4 9.1 90.6 0 Clayey Silt (ML); grayish brown with orange mottling, slightly 12 moist, very stiff, friable, low to medium plasticity with shells (QI- Qal)- 4 8/8/9 29.6 2.2 16 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained (QI-Qal). 16 '; 11/17/24 74.7 7.3 100.2 Silt (ML); grayish brown, dry, very stiff, low plasticity with shells -22 (QI-Qal). 24 Terminated at-21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 3a 36 38 40 42 44 46 48 50 Completion Notes: ANDALUSIA- WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Page 3 No: 19-01-049 Report OSLADDEN ENGINEERING BORELOG Drill Rig: MobileB-61 Date Drilled: 1/30/2019 Elevation: -45 Ft (MSL) Boring No: BH-4 w 00 o 0 o m `� .4 v Desorption v rG U o m y m a as w �n w w w o e Q A C7 Silt (ML); grayish brown, dry, low plasticity with shells 2 (Fill/Disturbed). 4 12/12/18 94.7 6.3 842 6 Silt (ML); grayish brown, slightly moist, very stiff, low plasticity with shells (Ql-Qal). 8 7/11/14 21.3 1.5 10 s Silty Sand (SM); grayish brown, dry, medium dense, fine-grained 12 t';i (QI-Qal). 4 7/12/I5 37.0 1.8 305.8 l!j� SiltySand (SM); grayish brown, dry, medium dense, fine-grained 16 .[ (QI-Qal). 18 8111/12 33.4 1.9 20 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained 22 (Ql-Qal . 24 Terminated at -21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 40 42 44 46 48 50 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 k AVE. 60 N0: 544-19025 Proj Ret Page 4 porect No: 19-01-049 BORELOG ENGINEERING Drill Rig: Mobile B-61 Date Drilled: 1/30/2019 Elevation: -40 Ft (MSL) Boring No: BH-5 HSLADDEN 0 m .2 c v Description >:: Gravelly Sand (SP); grayish brown, dry, fine -to coarse -grained (Fill). 2 4 4/416 15.9 1.4 6 Silty Sand (SM); grayish brown, slightly moist, loose, fine -to coarse- grained with gravel (QI-Qal). g .. 10/14/20 18.6 1.2 111.0 10 s[' Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- ly - _> to coarse -grained with gravel and shells (Ql-Qal). 5/10/9 24.5 1.7 14 16 >[': Silty Sand (SM); grayish brown, slighBy moist, medium dense, fine - to coarse -grained with gravel and shells (QI-Qal). 18 12/13/18 17.1 1.2 113.9 20 ai Silty Sand (SM); grayish brown with orange mottling, slightly moist, -22 medium dense, fine -to coarse -grained with gravel and shells (Ql- ;[i Qal). 8/10/13 12.9 12 24 26 �Ei� Silty Sand (SM); grayish brown with orange mottling, slightly moist, medium dense, fine -to coarse -grained with gravel and shells (Ql- 2& 12/21/24 20.4 1.4 112.3 30 Silty Sand (SM); grayish brown with orange mottling, slightly moist, 32 ,>� medium dense, fine -to coarse -grained with gravel and shells (Ql- Qa]). 34 Terminated at -31.5 Ft. bgs. 36 No Bedrock Encountered. No Groundwater or Seepage Encountered. 36 40 42 44 46 48 50 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Page 5 Report No: 19-01-049 ENGINEER/PIG BORELOG Driil Rig: Mobile B-61 Date Drilled: 2/1/2019 Elevation: -55 Ft (MSL) Boring No: BH-6 x hSLADDEN o m ` °1 Description [[ Silty Sand (SM); grayish brown, dry, fine -to coarse -grained with 2 avel(Fill). ljw�jj Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- 8/1723 14.6 3.8 104.3 4 ?>j; grained (QI-Qal). 7/9111 13.4 0.7 * Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- 6 ;:;:;:: grained (Ql-Qal). 6 12/23/29 78.8 63 98.6 10 Silt (ML); grayish brown, slightly moist, very hard, low plasticity (Ql 12 Qal)' 14 6/13/25 92.1 8.9 16 Silt (ML); grayish brown, slightly moist, very hard, low plasticity (Q1 Qal). 18 8/16/20 39.9 3.5 101.8 20 i SBty Sand (SM); grayish brown, slightly moist, medium dense, fine- -22 i[E[! grained (Ql-Qa]). 24 9/13/15 41.0 3.0 26 11, Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- grained (QI-Qal). 28 75/21/32 11.7 1.8 107.6 30 Sand (SP); grayish brown, slightly moist, dense, fine-grained (Ql- 32 34 5/6/10 75.3 14.9 36 Clayey Silt (ML),. grayish brown, moist, stiff, friable, medium plasticity (QI-Qal). 38 AL 6/10/25 84.9 27.7 94.0 40IQal). Silty Clay (CL/CH); olive brown, moist, very stiff, high plasticity (Ql- 42Qal). 44 41416 95.6 34.6 46Sandy Clay (CL/CH); olive brown, moist, stiff, high plasticity (QI- Qal). 48 5/6/12 84.6 34.4 89.2 50Sandy Clay (CL/CH); olive brown, moist, stiff, high plasticity (QI- Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT Terminated at-51.5 Feet bgs. WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 No Bedrock Encountered. Project No: 544-19025 Groundwater Encountered at -47.0 Feet bgs. Page 6 Report No: 19-01-049 EPd EPIGIIdEERIBJG BORE LOG Drill Rig: Mobile B-61 Date Drilled: 2/1/2019 Elevation: -45 Ft (MSL) Boring No: BH-7 h�-A, 2 0Desorption W o o !J q (2 Silty Sand (SM); grayish brown, dry, fine-grained (Fill/Disturbed). 2 4 8/15/25 12.1 0.7 100.6 6 ':>` Silty Sand (SM); grayish brown, dry, medium dense, fine-grained (QI-Qal). 8 8/12/16 21.0 1.7 10 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained 12 .ii E3'! (QI-Qal). 14 10/15/24 12.8 1.0 104.2 16 `i Silty Sand (SM); grayish brown, dry, medium dense, fine-grained (QI-Qal). 18 i 15/24/31 86.1 6.7 20 Silt (ML); grayish brown, dry to slightly moist, hard, low plasticity 22- Ql-Qal). 24 Terminated at-21.5Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 40 42 44 46 48 50 Completion Notes: ANDALUSIA, - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Report Page 7 No: 19-01-049 OSLADDEN�I EN�/GIPNEEN@IN,G BORE LOG Drill Rig: MobileB-61 Date Drilled: 2/1/2019 Elevation: -55 It (MSL) Boring No: BH-8 x v m o v o 0 0. E o w Description U [tE SiltySand (SM); grayish brown, slightly moist, fine-grained (QI- a Qal). 5/7/I1 13.8 0.9 4 6 3 Silty Sand m (SM); grayish brown, dry, mediudense, fine-grained (QI-Qal). B E 8/12/I6 91.8 15.2 94.1 10 Sandy Silt (ML); grayish brown, moist, very stiff, low plasticity (Ql- 2 Qal). 8/12/13 46.8 52 4 16 €i Silty Sand (SM); grayish brown, slightly moist, medium dense, fine- grained (QI-Qal). IB 8/16/20 15.2 2.6 100.6 20 s' fine-grained Silty Sand (SM); grayish brown, slightly moist, dense, 22 i :it with clay (QI-Qal). 24 Terminated at-21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 40 4 44 46 48 50 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Page 8 Report No: 19-01-049 OSLADDEN ENGINEERING BORE LOG Drill Rig: Mobile B-61 Date Drilled: 2/1/2019 Elevation: -50 Ft (MSL) Boring No: BB-9 v 3 v o 0 oDescription Sandy Silt (NIL); grayish brown, dry, low plasticity (Fill/Disturbed). 2 4 9/16/20 51.8 15.3 98.3 6 Sandy Silt (ML); grayish brown, moist, very stiff, low plasticity (Ql- Qal). 8 7/9/13 15.5 1.7 10 €< Silty Sand (SM); grayish brown, dry, medium dense, fine-grained 12 (Qt-Qal). 14 -' 8/20/21 29.5 3.5 109.3 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained i6 with clay (Ql-Qal). 18 4/7/8 88.1 23.3 20 Sandy Silt (ML); grayish brown, moist, stiff, low plasticity (Ql-Qal). 22 va Terminated at -21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 40 42 44 46 48 50 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 No: 544-19025 Page 9 Project No: 19-01-049 Report ENGINEERING BORELOG Drill Rig: Mobile B-61 DateDrilled: 2/1/2019 Elevation: -50 Ft (MSL) Boring No: BH-10 hSLADDIEN DesQiptlon vw a` o q p C9 IffM Silt (ML); grayish brown, slightly moist, low plasticity 2 (Fill/Disturbed . 7/10/13 30.6 1.6 4 6 Silty Sand (SM); grayish brown, dry, medium dense, fine-grained pis (Ql-Qal). 6 13/18/23 14.8 1.8 103.6 10 [i Silty Sand (SM); grayish brown with orange mottling, dry, medium 12 dense, fine-grained (QI-Qal). 8/12/12 36.5 3.8 14 16 Silty Sand (SM); grayish brown with orange mottling, dry, medium dense, fine-grained fine-Qal). 18 7/15/21 71.6 8.4 99.6 20 Sandy Silt (ML); grayish brown, slightly moist to moist, very stiff, low plasticity (Ql-Qal). 24 Terminated at-21.5 Ft. bgs. No Bedrock Encountered. 26 No Groundwater or Seepage Encountered. 28 30 32 34 36 38 90 a2 49 46 48 80 Completion Notes: ANDALUSIA - WESTSIDE DEVELOPMENT WEST OF MADISON ST., BETWEEN AVE. 58 & AVE. 60 Project No: 544-19025 Report No: 19-01-049 Page 10 APPENDIX B LABORATORY TESTING Sladden Engineering APPENDIX B LABORATORY TESTING Representative bulk and relatively undisturbed soil samples were obtained in the field and returned to our laboratory for additional observations and testing. Laboratory testing was generally performed in two phases. The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soil underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The second phase consisted of soil mechanics testing. This testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of the soil. CLASSIFICATION AND COMPACTION TESTING Unit Weight and Moisture Content Determinations: Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its moisture content. This was used in order to determine the dry density of the soil in its natural condition. The results of this testing are shown on the Boring Logs. Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil. Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses. This provides information for developing classifications for the soil in accordance with the Unified Soil Classification System which is presented in the preceding appendix. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing is very useful in detecting variations in the soil and in selecting samples for further testing. SOIL MECHANIC'S TESTING Expansion Testing: Two (2) bulk samples were selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding flinch diameter by 1-inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion is then measured until complete. Direct Shear Tests: Two (2) bulk samples were selected for Direct Shear testing. This test measures the shear strength of the soil under various normal pressures and is used to develop parameters for foundation design and lateral design. Tests were performed using a recompacted test specimen that was saturated prior to tests. Tests were performed using a strain controlled test apparatus with normal pressures ranging from 800 to 2300 pounds per square foot. Siadden Enaineerinn Consolidation Test: Four (4) relatively undisturbed samples were selected for consolidation testing. For this test, a one -inch thick test specimen was subjected to vertical loads varying from 575 psf to 11520 psf applied progressively. The consolidation at each load increment was recorded prior to placement of each subsequent load. The specimens were saturated at 575 psf or 720 psf load increment. Corrosion Series Testing: The soluble sulfate concentrations of the surface soil were determined in accordance with California Test Method Number (CA) 417. The pH and Minimum Resistivity were determined in accordance with CA 643. The soluble chloride concentrations were determined in accordance with CA 422. Slarlrlan Fnninnnrinr Sladden Engineering 450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: Project Name: Lab ID Number: Sample Location: Description: Maximum Density: Optimum Moisture: 145 140 135 130 a 125 . rr .y G q 120 115 110 I05 100 0 544-19025 Andalusia - Westside Development LN6-19062 BH-2 Bulk I @ 0-5' Olive Brown Silt (ML) 111 pef 16% Sieve Size % Retained 3/4" 3/8" #4 0.0 <— Zero Air Voids Lines, sg =2.65, 2.70, 2.75 5 10 15 Moisture Content, % February 12, 2019 ASTM D-1557 A Rammer Type: Machine 20 25 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: Project Name: Lab ID Number: Sample Location: Description: Maximum Density: Optimum Moisture: 145 140 135 130 a 125 -. Lam' F p 120 L Q 115 110 105 100 0 544-19025 Andalusia - Westside Development LN6-19062 BH-6 Bulk 2 @ 0-5' Dark Brown Silty Sand (SM) 109.5 pef 14% Sieve Size % Retained 3/4" 3/8" 44 0.0 <---- Zero Air Voids Lines, sg =2.65, 2.70, 2.75 5 10 15 Moisture Content, % February 12, 2019 ASTM D-1557 A Rammer Type: Machine 20 25 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Expansion Index ASTM D 4829 Job Number: 544-19025 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-2 Bulk I @ 0-5' Soil Description: Olive Brown Silt (ML) Wt of Soil + Ring; 532.9 Weight of Ring: 194.9 Wt of Wet Soil: 338.0 Percent Moisture: 14.5% Sample Height. in 0.95 Wet Density, pc£ 107.8 Dry Denstiy, pcf: 94.2 Saturation: 1 49.6 Expansion Rack # 1 Date/Time 2/11/2019 1 2:00 PM Initial Reading 0.0000 Final Reading 0.0663 Expansion Index (Final -initial) x 1000 February 12, 2019 Buena Park • Palm Desert ^ Hemet EngineeringSladden 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Expansion Index ASTM D 4829 Job Number: 544-19025 February 12, 2019 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-6 Bulk 2 @ 0-5' Soil Description: Dark Brown Silty Sand (SM) Saturation: 48.4 Rack # 4 Date/ I ime 2/11/2019 1 2:20 PM Initial Reading 0.0000 0.0006 Expansion Index 1 (Final - Initial) x 1000 Buena Park ^ Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Direct Shear ASTM D 3080-04 (modified for unconsolidated condition) Job Number: 544-19025 Job Name Andalusia - Westside Development Lab ID No. LN6-19062 Sample ID BH-2 Bulk-1 @ 0-5' Classification Olive Brown Silt (ML) Sample Type Remolded @ 90% of Maximum Density February 12, 2019 Initial Dry Density: 100.3 pef Initial Mosture Content: 15.8 % Peak Friction Angle (PJ): 290 Cohesion (c): 200 psf Test Results 1 2 3 Moisture Content, % 27.2 27.2 27.2 22 Saturation, % 107.9 107.9 107.9 T4Average 107.9 Normal Stress, kps 0.739 1.479 2.958 5.Peak Stress, kps 0.649 1.002 1.761 3. Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Direct Shear ASTM D 3080-04 (modified for unconsolidated condition) Job Number: 544-19025 Job Name Andalusia - Westside Development Lab ID No. LN6-19062 Sample ID BH-2 Bulk-1 @ 0-5' Classification Dark Brown Silty Sand (SM) Sample Type Remolded @ 90% of Maximum Density February 12, 2019 Initial Dry Density: 98.4 pcf Initial Mosture Content: 13.8 % Peak Friction Angle (0): 31 ° Cohesion (c): 140 psf Test Results 1 2 3 4 Average Moisture Content, % 23.6 23.6 23.6 23.6 23.6 Saturation, % 89.6 89.6 89.6 89.6 89.6 Normal Stress, kps 0.739 1.479 2.958 5.916 Peak Stress, kps 0.540 1.041 1.959 3.655 ® Peak Stress —Linear (Peak Stress) 6.0 5.0 a 4.0 Y vi N 3.0 L = 2.0 Cn 1.0 0.0 0 1 2 3 4 5 6 Normal Stress, lips Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM Cl 17 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-6 Bulls-2 @ 0-5' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 2" 50.8 100.0 11/2" 38.1 100.0 i" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 416 1.18 99.8 430 0.60 99.6 #50 0.30 93.1 #100 0.15 63.4 #200 0.075 24.9 100.0 90.0 80.0 70.0 by 60.0 c 50.0 0. 0 40.0 30.0 20.0 10.0 0.0 100.000 ro.uuu 1.000 0J00 0.010 0.001 Sieve Size, mm Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-2 S-3 @ 10' Soil Classification: SM Sieve Sieve Percent Size, in Size, min Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 99.9 930 0.60 99.6 #50 0.30 77.6 9100 0.15 36.8 #200 0.074 13.4 Buena Park ^ Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM Cl 17 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-2 R-8 @ 35' Soil Classification: SW-SM Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 99.4 #4 4.75 95.9 #8 2.36 86.4 #16 1.18 65.9 #30 0.60 44.0 450 0.30 23.6 #100 0.15 12.7 #200 0.074 7.1 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-3 S-3 @ 15' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 99.9 #16 1.18 99.7 #30 0.60 99.4 #50 0.30 97.9 #100 0.15 76.4 #200 0.074 29.6 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C 17 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-5 S-1 @ 5' Soil Classification: SM Sieve Sieve Percent Size, in Size, man Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 97.6 #4 4.75 96.1 48 2.36 91.3 #16 1.18 84.9 #30 0.60 74.4 #50 0.30 54.3 4100 0.15 33.1 #200 0.074 15.9 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTMCI7&C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-6 R-5 @ 20' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 99.8 #16 1.18 99.3 #30 0.60 98.7 #50 0.30 95.5 #100 0.15 74.2 #200 0.074 39.9 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-8 R-4 @ 20' Soil Classification: SM Sieve Sieve Percent Size, in Size, nun Passing it, 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 99.9 #8 2.36 99.8 #16 1.18 99.7 #30 0.60 99.4 #50 0.30 92.4 #100 0.15 54.6 #200 0.074 15.2 Buena Park • Palm Desert - Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-19025 February 12, 2019 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-10 S-1 @ 5' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 1" 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 44 4.75 100.0 48 2.36 100.0 #16 1.18 99.9 #30 0.60 99.6 #50 0.30 98.2 9100 0.15 78.2 4200 0.074 30.6 Buena Park ° Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-19025 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-2 R-2 @5' Soil Description: Olive Brown Clay (CL) U a -3 -4 -5 -6 -7 4 February 12, 2019 Initial Dry Density, pcf: 90.9 Initial Moisture, %: 5.8 Initial Void Ratio: 0.834 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram --e Before Saturation -�4--After Saturation --a Rebound --®--Hydro Consolidation 3 i i i H 1.0 10.0 100.0 Normal Load (kst) Buena Park 0 Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One (Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-19025 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-3 R-2 @ 10' Soil Description: Olive Brown Clay (CL) U 5 4 3 2 1 -3 -4 -5 -6 0.1 February 12, 2019 Initial Dry Density, pcf: 91.2 Initial Moisture, %: 9.1 Initial Void Ratio: 0.827 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram - 0 Before Saturation --A —After Saturation -E) Rebound --m—Hydro Consolidation t.0 Normal Load (list) 10.0 100.0 Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-19025 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-8 R-2 @ 10' Soil Description: Olive Brown Clay (CL) ° -5 -6 -7 -8 -9 February 12, 2019 Initial Dry Density, pef: 89.6 Initial Moisture, %: 15.2 Initial Void Ratio: 0.861 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram —e Before Saturation —9—After Saturation —e—Rebound --15 Hydro Consolidation Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-19025 Job Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BH-9 R-1 @ 5' Soil Description: Dark Brown Sandy Silt (ML) -6 February 12, 2019 Initial Dry Density, pci 96.0 Initial Moisture, %: 15.3 Initial Void Ratio: 0.736 Specific Gravity: 2.67 % Change in Height vs Normal Presssure Diagram --0 Before Saturation —A After Saturation --B—Rebound --0 Hydro Consolidation Normal Load (kst) Buena Park • Palm Desert • Hemet la en Engineering 6782 Stanton Ave., Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-DB47 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: February 12, 2019 Account No.: 544-19025 Customer: Meriwether Companies Location: SWC Madison Street & Avenue 58, La Quinta Analytical Report Corrosion Series pH Soluble Sulfates Soluble Chloride per CA 643 per CA 417 per CA 422 PPm PPm 131-1-2 @ 0-5' 9.0 600 180 BH-6 @ 0-5' 9.0 280 90 Min. Resistivity per CA 643 ohm -cm M WE C Rpt 544-19025 021219 Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 RESISTANCE 'R' VALUE AND EXPANSION PRESSURE CTm 301 February 20, 2019 Project Number: 544-19025 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: BB-2 Bulk 1 @ 0-5' Sample Description: Olive Brown Silt (ML) Specified Traffic Index:5.0 EXUDATION PRESSURE CHART 9" 81 7( 6C 50 a C 40 30 20 10 0 800 700 600 500 400 300 200 100 0 EXUDATION PRESSURE, psi 0.2 Dry Density @ 300 psi Exudation Pressure: 103.5-pcf %Moisture @ 300 psi Exudation Pressure: 19.0% R-Value - Exudation Pressure: 45 R-Value - Expansion Pressure: 10 R-Value @ Equilibrium: 10 EXPANSION PRESSURE CHART 0.2 0.4 0.6 0.9 1.0 ]:2 1.4 1.6 1.8 2.0 COVER THICKNESS BY EXPANSION PRESSURE, It Buena Park • Palm Desert • Hemet OSladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 RESISTANCE 'R' VALUE AND EXPANSION PRESSURE CTM 301 February 20, 2019 Project Number: 544-19025 Project Name: Andalusia - Westside Development Lab ID Number: LN6-19062 Sample ID: 1311-6 Bulk 2 @ 0-5' Sample Description: Dark Brown Silty Sand (SM) Specified Traffic Index: 5.0 EXUDATION PRESSURE CHART 9^ 81 7( 6( 50 a C 40 30 20 10 0 800 700 600 500 400 300 200 100 0 EXUDATION PRESSURE, psi 2. BI I.f O ti G� C IA G z 0 4 l� 0 x a 1..0 m z 0.8 V U S F 0.6 C L-� O U OA 0.2 0.0 0.0 Dry Density @ 300 psi Exudation Pressure: 108.6-pcf %Moisture @ 300 psi Exudation Pressure: 13.6% R-Value - Exudation Pressure: 71 R-Value - Expansion Pressure: 66 R-Value @ Equilibrium: 66 EXPANSION PRESSURE CHART 0.2 0.4 0.6 0.8 1.0 12 1.4 1.6 1.8 2.0 COVER MCKNESS BY EXPANSION PRESSURE, ft Buena Park • Palm Desert • Hemet Dessication Cracks Bioturbation Qs: Dune sand (SM); grayish brown, dry, fine- grained. Qsl: Dune sand (SM); grayish brown, dry, fine- grained, gastropod shells throughout. Qs2: Silty Sand (SM); mottled orangish and grayish brown, dry, fine-grained, dessication cracks present, well -laminated and gastropod shells throughout. Qs3: Silty Sand (SM); mottled orangish and grayish brown, dry, fine-grained, well -laminated Cracks Deformation SCALE: 1"=5' HORIZONTAL = VERTICAL Drainage (Organic) Interbedded SM/ML Layer r _ Rip -Up Clast Gravel Skolithos Scour Margin Oxidized Metal Debris Qa: Sand (SP); grayish brown, dry, fine to coarse - grained. Qs: Dune sand (SM); grayish brown, dry, fine- grained, gastropods throughout. Qs1: Dune sand (SM); grayish brown, dry, fine- grained, well -laminated. Qs2: Silty sand ISM); grayish brown, dry, fine- grained, well -laminated, interbedded with SM/ML layers. Qs3: Silty sand ISM); grayish brown, dry, fine to coarse -grained, well -laminated, gastropods throughout. QI: lacutrine deposits (ML/CL); grayish brown, slighlty moist, exhibitted low to medium plasticity characteristics.. Interbedded SM/ML Layer Rootlets Interbedded SM/ML Layer QS Cross -Bedding Sladden Eneineei a Erosiona Contact 11 Flame Structures/ Up Clast TP-4 21, SCALE: 1"=5' HORIZONTAL= VERTICAL PLATE Undulating Drainage layer (organic) y - lets Dlscountlnuous ML L ,- — _ ayer Q � of ets Qs1- - -. � Discountinuous ML Layer- � �-� _- � Q� f— / 7__ Qs: Organic rich silty sand (SM); grayish brown, dry, fine-grained, gastropods throughout. QS1: Silty sand (SM); grayish brown, dry, fine-grained, well -laminated, interbedded with silt (ML) layers, gastropods throughout. QI: clayey silt (ML) lacutrine deposits; grayish brown, slighlty moist, exhibitted low to medium plasticity characteristics.. Sladden Eneinno. ML Layer ct Number: rt Number: Date: TP-5 544-19025 19-01 049 vary SCALE: 1"=5' HORIZONTAL= VERTICAL PLATE 5 APPENDIX C SEISMIC DESIGN MAPS AND REPORTS DEAGGREGATION OUTPUT 214/2019 U.S. Seismic Design Maps C�uNgfxA Latitude, Longitude: 33.621233,-116.257031 VA o :e Date 21412019, 9:45:00 AM Design Code Reference Document ASCE7-10 Risk Category Il Site Class D - Stiff Soil Type Value Description Ss 1.5 NIGER ground motion. (for 0.2 second period) S, 0.6 MCER ground motion. (for 1.0s period) SMs 1.5 Site -modified spectral acceleration value SMi 0.901 Site -modified spectral acceleration value SDS 1 Numeric seismic design value at 0.2 second SA Spi 0.6 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.513 MCEG peak ground acceleration FpGA 1 Site amplification factor at PGA PGA, 0.513 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.964 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.841 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.728 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.706 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.513 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 1.067 Mapped value of the risk coefficient at short periods CR1 1.031 Mapped value of the risk coefficient at a period of 1 s OSH PD Map data 0: 2019 Goode 112 hftps:ltseismicrnaps.org/ 2/4/2019 1.5 1.0 ar CO 0.5 1.00 0.75 U5 0.00 0.0 U.S. Seismic Design Maps MCER Response Spectrum 2.5 5.0 7.5 Period. T (sec) — Sa(g) Design Response Spectrum 2.5 5.0 7.6 Period, T (sec) — Sa(g) DISCLAIMER While the information presented on this website is believed to be correct, SEAOC, IOSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. https:ffseismicmaps.org/ 212 2/4/2019 Unified Hazard Tool U.S. Geological Survey - Earthquake Hazards Program Please do not use this tool to obtain ground motion parameter values for the design code reference documents covered by the U.S. Seismic Design Maps web tools (e.g., the International Building Code and the ASCE 7 or41 Standard). The values returned by the two applications are not identical. ^ Input Edition Spectral Period Dynamic: Conterminous U.S. 2014 (v4.1. Peak ground acceleration Latitude Time Horizon Decimal degrees Return period in years 33.621233 75 Longitude Decimal degrees, negative values for western longitudes -116.257031 Site Class 259 m/s (Site class D) https://earthquake.usgs.gov/hazards/interactive/ 115 2/a/201 g Hazard Curve Unified Hazard Tool https:llearthquake.usgs.gov/hazards/interactive/ 215 2/4/2019 Unified Hazard Tool ^ Deaggregation Component ■ E=(--..-2.5) F = [-2.5 .. -2) E _ [-2.. 1.5) Ol PI [0 0.5) E _ [0,5.. 1) [z .. 1.5) z = [1.5 .. 2) [2- 2.5) E = [2.5 .. +-) https:llearthquake_usgs.govlhazardslinteractivel 315 2/4/2019 Unified Hazard Tool Summary statistics for, Deaggregatiorl: Total Deaggregation targets Recovered targets Return period: 475 yrs Return period: 512.06357 yrs Exceedancerate: 0.0021052632 yr' Exceedancerate: 0.0019528825 yr' PGA ground motion: 0.53248168 g Totals Mean (for all sources) Binned: 100 % r: 16.62 km Residual: 0 % m: 6.96 Trace: 0.24 % En: 0.82 a Mode (largest r-m bin) Mode (largest � bin) r: 13.92 km r: 13.96 km m: 7.34 m: 7.34 En: 0.54 a E.: -0.28 a Contribution: 10.99 % Contribution: 4.41 % Discretization Epsilon keys r: min =0.0,max =1000.0,A=20.0km EO: [--..-2.5) m: min=4.4,max=9.4,A=0.2 El: [-2.5..-2.0) E: min=-3.0,max=3.0,A=0.5a E2: [-2.0..-1.5) E3: [-1.5 .. -1.0) E4: [-1.0 .. -0.5) E5: (-0.5 .. 0.0) E6: [0.0.. 0.5) E7: [0.5 .. 1.0) E8: [1.0 - 1.5) E9: [1.5.. 2.0) E10: [2.0.. 2.5) Ell: [2.5.. +-] https://earthquake.uEgs.govihazardsTinteractivel 4/5 2/4/2019 Unified Hazard Tool Deaggregation Contributors Source Set y Source UC33brAvg_FM31 San Andreas (Coachella) rev [2] San Jacinto (Clark) rev [1] San Jacinto (Anza) rev [5] UC33brAvg-FM32 San Andreas (Coachella) rev [2] San Jacinto (Anza) rev [5] San Jacinto (Clark) rev [1] UC33brAvg-FM31(opt) PointSourceFinite:-116.257, 33.662 PointSourceFinite:-116,257, 33.662 Point5ourceFinite:-116.257, 33.671 Point5ourceFinite:-116.257, 33.671 PointSourceFinite:-116.257, 33.752 PointSourceFinite:-116.257, 33.752 UC33brAvg-FM32 (opt) PointSourceFinite:-116.257. 33.662 Point5ourceFinite:-116.257, 33.662 Point5ourceFinite:-116.257, 33.671 Point5ourceFinite:-116.257, 33.671 PointSourceFinite:-116.257, 33.752 Point5ourceFinite:-116.257, 33.752 Type r in eo Ion [at az % System 32.14 13.97 7.61 0.39 116.150'W 33.710'N 45.15 21.93 25.87 7.64 0.92 116.420'W 33.433'N 215.79 3.48 27.90 7.97 0.76 116.513'W 33.490'N 238.41 3.32 System 31.98 13.97 7.61 0.40 116.150'W 33.710'N 45.15 21.80 27.90 7.96 0.77 116.513'W 33.490'N 238.41 3.39 25.87 7.65 0.91 116.420'W 33.433'N 215.79 3.36 Grid 17.94 6.61 5.72 0.72 116.257'W 33.662'N 0.00 2.04 6.61 5.72 0.72 116.257'W 33.662'N 0.00 2.03 7.38 5.63 0.86 116.257'W 33.671'N 0.00 128 7.38 5.63 0.86 116257'W 33.671'N 0.00 1.27 14.10 5.85 1.37 116.257'W 33.752'N 0.00 127 14.10 5.85 1.37 116.257'W 33.752'N 0.00 1.25 Grid 17.93 6.61 5.72 0.72 116.257'W 33.662'N 0,00 2.04 6.61 5.72 0.72 116.257'W 33.662'N 0.00 2.03 7.38 5.63 0.86 116.257'W 33.671'N 0.00 128 7.38 5.63 0.86 116.257'W 33.671'N 0.00 1.27 14.10 5.84 1.37 116257'W 33.752'N 0.00 1.27 14.10 5.84 1.37 116.257'W 33.752% 0.00 125 https://earthquake.usgs.govlhazardsrntemcfvel 515 APPENDIX D LIQUEFACTION ANALYSES Sladden Engineering LIQUEFACTION ANALYSIS Andalusia-Westside ®evelopMent Hole No.=BH--2 Wafer Depth-20 ft Surface Elev.=-4Q Magnitude=7.34 Shear Stress Ratio Accelerati0n=0.513g — n Settlement 0 (in.) 10 31 40 50 70 CivitTech Corporation 544-i 9025 Unsaturat. -� Plate A-i BH-2 Summary Liquefy.sum ************************************************************************************ ******************* LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltech.com ******************* Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 2/14/2019 10:19:01 AM Input File Name: G:\Liquefy5\444-04194 Sage BH-l.liq Title: Andalusia-Westside Development Subtitle: 544-19025 Surface Elev.=-40 Hole No.=BH-2 Depth of Hole= 51.00 ft Water Table during Earthquake= 20.00 ft Water Table during In -Situ Testing= 47.00 ft Max. Acceleration= 0.51 g Earthquake Magnitude= 7.34 Input Data: Surface Elev.=-40 Hole No.=BH-2 Depth of Hole=51.00 ft Water Table during Earthquake= 20.00 ft Water Table during In -Situ Testing= 47.00 ft Max. Acceleration=0.51 g Earthquake Magnitude=7.34 No -Liquefiable Soils: Based on Analysis 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Modify Stark/Olson 4. Fine Correction for Settlement: During Liquefaction* S. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce = 1.25 7. Borehole Diameter, Cb= 1 8. Sampling Method, Cs= 1 9. User request factor of safety (apply to CSR) User= 1.3 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options Page 1 In -Situ Test Data: BH-2 Summary Liquefy.sum Depth SPT gamma Fines ft pcf y Output Results: Settlement of Saturated Sands=1.99 in. Settlement of unsaturated Sands=0.11 in. Total Settlement of Saturated and Unsaturated Sands=2.10 in. Differential Settlement=1.050 to 1.386 in. Depth CRRm CSRfs F.S. S_sat. S_dry Sall ft in. in. in. 0.00 0.53 0.43 5.00 1.99 0.11 2.10 0.05 0.53 0.43 5.00 1.99 0.11 2.10 0.10 0.53 0.43 5.00 1.99 0.11 2.10 0.IS 0.53 0.43 5.00 1.99 0.11 2.10 0.20 0.53 0.43 5.00 1.99 0.11 2.10 0.25 0.53 0.43 5.00 1.99 0.11 2.10 0.30 0.53 0.43 5.00 1.99 0.11 2.10 0.35 0.53 0.43 5.00 1.99 0.11 2.10 0.40 0.53 0.43 5.00 1.99 0.11 2.10 0.45 0.53 0.43 5.00 1.99 0.11 2.10 0.50 0.53 0.43 5.00 1.99 0.11 2.10 0.55 0.53 0.43 5.00 1.99 0.11 2.10 0.60 0.53 0.43 5.00 1.99 0.11 2.10 0.65 0.53 0.43 5.00 1.99 0.11 2.10 0.70 0.53 0.43 5.00 1.99 0.11 2.10 0.75 0.53 0.43 5.00 1.99 0.11 2.10 0.80 0.53 0.43 5.00 1.99 0.11 2.10 0.85 0.53 0.43 5.00 1.99 0.11 2.10 0.90 0.53 0.43 5.00 1.99 0.11 2.10 0.95 0.53 0.43 5.00 1.99 0.11 2.10 1.00 0.53 0.43 5.00 1.99 0.11 2.10 Page 2 BH-2 Summary Liquefy.sum 1.05 0.53 0.43 5.00 1.99 0.11 2.10 1.10 0.53 0.43 S.00 1.99 0.11 2.10 1.15 0.S3 0.43 5.00 1.99 0.11 2.10 1.20 0.53 0.43 5.00 1.99 0.11 2.10 1.25 0.53 0.43 5.00 1.99 0.11 2.10 1.30 0.53 0.43 5.00 1.99 0.11 2.10 1.35 0.53 0.43 5.00 1.99 0.11 2.10 1.40 0.53 0.43 5.00 1.99 0.11 2.10 1.45 0.53 0.43 5.00 1.99 0.11 2.10 1.50 0.S3 0.43 5.00 1.99 0.11 2.10 1.55 0.53 0.43 5.00 1.99 0.11 2.10 1.60 0.53 0.43 5.00 1.99 0.11 2.10 1.65 0.53 0.43 5.00 1.99 0.11 2.10 1.70 0.53 0.43 5.00 1.99 0.11 2.10 1.75 0.53 0.43 5.00 1.99 0.11 2.10 1.80 0.53 0.43 5.00 1.99 0.11 2.10 1.85 0.53 0.43 5.00 1.99 0.11 2.10 1.90 0.53 0.43 5.00 1.99 0.11 2.10 1.95 0.53 0.43 5.00 1.99 0.11 2.10 2.00 0.53 0.43 5.00 1.99 0.11 2.10 2.05 0.53 0.43 5.00 1.99 0.11 2.10 2.10 0.53 0.43 5.00 1.99 0.11 2.10 2.15 0.53 0.43 5.00 1.99 0.11 2.10 2.20 0.53 0.43 5.00 1.99 0.11 2.10 2.25 0.53 0.43 5.00 1.99 0.11 2.10 2.30 0.53 0.43 5.00 1.99 0.11 2.10 2.35 0.53 0.43 5.00 1.99 0.11 2.10 2.40 0.53 0.43 5.00 1.99 0.11 2.10 2.45 0.53 0.43 5.00 1.99 0.11 2.10 2.50 0.53 0.43 5.00 1.99 0.11 2.10 2.55 0.53 0.43 5.00 1.99 0.11 2.10 2.60 0.53 0.43 5.00 1.99 0.11 2.10 2.65 0.53 0.43 5.00 1.99 0.11 2.10 2.70 0.53 0.43 5.00 1.99 0.11 2.10 2.75 0.53 0.43 5.00 1.99 0.11 2.10 2.80 0.53 0.43 5.00 1.99 0.11 2.10 2.85 0.53 0.43 5.00 1.99 0.11 2.10 2.90 0.53 0.43 5.00 1.99 0.11 2.10 2.95 0.53 0.43 5.00 1.99 0.11 2.10 3.00 0.53 0.43 5.00 1.99 0.11 2.10 3.05 0.53 0.43 5.00 1.99 0.11 2.10 3.10 0.53 0.43 5.00 1.99 0.11 2.10 3.15 0.53 0.43 5.00 1.99 0.11 2.10 3.20 0.53 0.43 5.00 1.99 0.11 2.10 3.25 0.53 0.43 5.00 1.99 0.11 2.10 3.30 0.53 0.43 5.00 1.99 0.11 2.10 3.35 0.53 0.43 5.00 1.99 0.11 2.10 3.40 0.53 0.43 5.00 1.99 0.11 2.10 Page 3 BH-2 Summary Liquefy.sum 3.45 0.53 0.43 5.00 1.99 0.11 2.10 3.50 0.53 0.43 5.00 1.99 0.11 2.10 3.55 0.53 0.43 5.00 1.99 0.11 2.10 3.60 0.53 0.43 5.00 1.99 0.11 2.10 3.65 0.53 0.43 5.00 1.99 0.11 2.10 3.70 0.53 0.43 5.00 1.99 0.11 2.10 3.75 0.53 0.43 5.00 1.99 0.11 2.10 3.80 0.53 0.43 S.00 1.99 0.11 2.10 3.85 0.53 0.43 5.00 1.99 0.11 2.10 3.90 0.53 0.43 5.00 1.99 0.11 2.10 3.95 0.53 0.43 5.00 1.99 0.11 2.10 4.00 0.53 0.43 5.00 1.99 0.11 2.09 4.05 0.53 0.43 5.00 1.99 0.11 2.09 4.10 0.53 0.43 5.00 1.99 0.11 2.09 4.15 0.53 0.43 5.00 1.99 0.11 2.09 4.20 0.53 0.43 5.00 1.99 0.11 2.09 4.25 0.53 0.43 5.00 1.99 0.11 2.09 4.30 0.53 0.43 5.00 1.99 0.11 2.09 4.35 0.53 0.43 5.00 1.99 0.11 2.09 4.40 0.53 0.43 5.00 1.99 0.11 2.09 4.45 0.53 0.43 5.00 1.99 0.11 2.09 4.50 0.53 0.43 5.00 1.99 0.10 2.09 4.55 0.53 0.43 5.00 1.99 0.10 2.09 4.60 0.53 0.43 5.00 1.99 0.10 2.09 4.65 0.53 0.43 5.00 1.99 0.10 2.09 4.70 0.53 0.43 5.00 1.99 0.10 2.09 4.75 0.53 0.43 5.00 1.99 0.10 2.09 4.80 0.53 0.43 5.00 1.99 0.10 2.09 4.85 0.53 0.43 5.00 1.99 0.10 2.09 4.90 0.53 0.43 5.00 1.99 0.10 2.09 4.95 0.53 0.43 5.00 1.99 0.10 2.09 5.00 0.53 0.43 5.00 1.99 0.10 2.09 5.05 0.53 0.43 5.00 1.99 0.10 2.09 5.10 0.53 0.43 5.00 1.99 0.10 2.09 5.15 0.53 0.43 5.00 1.99 0.10 2.09 5.20 0.53 0.43 5.00 1.99 0.10 2.09 5.25 0.53 0.43 5.00 1.99 0.10 2.09 5.30 0.53 0.43 5.00 1.99 0.10 2.09 5.35 0.53 0.43 5.00 1.99 0.10 2.09 5.40 0.53 0.43 5.00 1.99 0.10 2.09 5.45 0.53 0.43 5.00 1.99 0.10 2.09 5.50 0.53 0.43 5.00 1.99 0.10 2.09 5.55 0.53 0.43 5.00 1.99 0.10 2.09 5.60 0.53 0.43 5.00 1.99 0.10 2.09 5.65 0.53 0.43 5.00 1.99 0.10 2.09 5.70 0.53 0.43 5.00 1.99 0.10 2.09 5.75 0.53 0.43 5.00 1.99 0.10 2.09 5.80 0.53 0.43 5.00 1.99 0.10 2.09 Page 4 BH-2 Summary Liquefy.sum 5.85 0.53 0.43 5.00 1.99 0.10 2.09 5.90 0.53 0.43 5.00 1.99 0.10 2.09 5.95 0.53 0.43 S.00 1.99 0.10 2.09 6.00 0.53 0.43 5.00 1.99 0.10 2.09 6.05 0.53 0.43 5.00 1.99 0.10 2.09 6.10 0.53 0.43 5.00 1.99 0.10 2.09 6.15 0.53 0.43 5.00 1.99 0.10 2.09 6.20 0.53 0.43 5.00 1.99 0.10 2.09 6.25 0.53 0.43 5.00 1.99 0.10 2.09 6.30 0.53 0.43 5.00 1.99 0.10 2.09 6.3S 0.53 0.43 5.00 1.99 0.10 2.09 6.40 0.53 0.43 5.00 1.99 0.10 2.09 6.45 0.53 0.43 5.00 1.99 0.10 2.09 6.50 0.53 0.43 5.00 1.99 0.10 2.09 6.55 0.53 0.43 5.00 1.99 0.10 2.09 6.60 0.53 0.43 5.00 1.99 0.10 2.09 6.65 0.53 0.43 5.00 1.99 0.10 2.09 6.70 0.53 0.43 5.00 1.99 0.10 2.09 6.75 0.53 0.43 5.00 1.99 0.10 2.09 6.80 0.53 0.43 5.00 1.99 0.10 2.09 6.85 0.53 0.43 5.00 1.99 0.10 2.09 6.90 0.53 0.43 5.00 1.99 0.10 2.09 6.95 0.53 0.43 5.00 1.99 0.10 2.09 7.00 0.53 0.43 5.00 1.99 0.10 2.09 7.05 0.53 0.43 5.00 1.99 0.10 2.09 7.10 0.53 0.43 5.00 1.99 0.10 2.09 7.15 0.53 0.43 5.00 1.99 0.10 2.09 7.20 0.53 0.43 5.00 1.99 0.10 2.09 7.25 0.53 0.43 5.00 1.99 0.10 2.09 7.30 0.53 0.43 5.00 1.99 0.10 2.09 7.35 0.53 0.43 5.00 1.99 0.10 2.09 7.40 0.53 0.43 5.00 1.99 0.10 2.09 7.45 0.53 0.43 5.00 1.99 0.10 2.09 7.50 0.53 0.43 5.00 1.99 0.10 2.09 7.55 0.S3 0.43 5.00 1.99 0.10 2.09 7.60 0.53 0.43 5.00 1.99 0.10 2.09 7.65 0.53 0.43 5.00 1.99 0.10 2.09 7.70 0.53 0.43 5.00 1.99 0.10 2.09 7.75 0.S3 0.43 5.00 1.99 0.10 2.09 7.80 0.53 0.43 5.00 1.99 0.10 2.09 7.85 0.53 0.43 5.00 1.99 0.10 2.09 7.90 0.53 0.43 5.00 1.99 0.10 2.09 7.95 0.S3 0.43 5.00 1.99 0.10 2.09 8.00 0.53 0.43 5.00 1.99 0.10 2.09 8.05 0.53 0.43 5.00 1.99 0.10 2.09 8.10 0.53 0.43 5.00 1.99 0.10 2.09 8.15 0.53 0.43 5.00 1.99 0.10 2.08 8.20 0.53 0.43 5.00 1.99 0.10 2.08 Page 5 BH-2 Summary Liquefy.sum 8.25 0.53 0.43 5.00 1.99 0.10 2.08 8.30 0.53 0.43 5.00 1.99 0.10 2.08 8.35 0.53 0.43 5.00 1.99 0.10 2.08 8.40 0.53 0.42 5.00 1.99 0.09 2.08 8.45 0.53 0.42 5.00 1.99 0.09 2.08 8.50 0.53 0.42 5.00 1.99 0.09 2.08 8.55 0.53 0.42 5.00 1.99 0.09 2.08 8.60 0.53 0.42 5.00 1.99 0.09 2.08 8.65 0.53 0.42 5.00 1.99 0.09 2.08 8.70 0.53 0.42 5.00 1.99 0.09 2.08 8.75 0.53 0.42 5.00 1.99 0.09 2.08 8.80 0.53 0.42 5.00 1.99 0.09 2.08 8.85 0.53 0.42 5.00 1.99 0.09 2.08 8.90 0.53 0.42 5.00 1.99 0.09 2.08 8.95 0.53 0.42 5.00 1.99 0.09 2.08 9.00 0.53 0.42 5.00 1.99 0.09 2.08 9.05 0.53 0.42 5.00 1.99 0.09 2.08 9.10 0.53 0.42 5.00 1.99 0.09 2.08 9.15 0.53 0.42 5.00 1.99 0.09 2.08 9.20 0.53 0.42 5.00 1.99 0.09 2.08 9.25 0.53 0.42 5.00 1.99 0.09 2.08 9.30 0.53 0.42 5.00 1.99 0.09 2.08 9.3S 0.53 0.42 5.00 1.99 0.09 2.08 9.40 0.53 0.42 5.00 1.99 0.09 2.08 9.45 0.53 0.42 5.00 1.99 0.09 2.08 9.50 0.48 0.42 5.00 1.99 0.09 2.08 9.55 0.43 0.42 5.00 1.99 0.09 2.08 9.60 0.41 0.42 5.00 1.99 0.09 2.08 9.65 0.39 0.42 5.00 1.99 0.09 2.08 9.70 0.38 0.42 5.00 1.99 0.09 2.08 9.75 0.36 0.42 5.00 1.99 0.09 2.08 9.80 0.35 0.42 5.00 1.99 0.09 2.07 9.85 0.34 0.42 5.00 1.99 0.08 2.07 9.90 0.34 0.42 5.00 1.99 0.08 2.07 9.95 0.33 0.42 5.00 1.99 0.08 2.07 10.00 0.32 0.42 5.00 1.99 0.08 2.07 10.05 0.32 0.42 5.00 1.99 0.08 2.07 10.10 0.33 0.42 5.00 1.99 0.08 2.07 10.15 0.33 0.42 5.00 1.99 0.08 2.07 10.20 0.33 0.42 5.00 1.99 0.08 2.07 10.25 0.34 0.42 5.00 1.99 0.08 2.07 10.30 0.34 0.42 5.00 1.99 0.08 2.07 10.35 0.34 0.42 5.00 1.99 0.08 2.07 10.40 0.35 0.42 5.00 1.99 0.08 2.07 10.45 0.35 0.42 5.00 1.99 0.08 2.06 10.50 0.35 0.42 5.00 1.99 0.07 2.06 10.55 0.36 0.42 5.00 1.99 0.07 2.06 10.60 0.36 0.42 5.00 1.99 0.07 2.06 Page 6 BH-2 Summary Liquefy.sum 10.65 0.37 0.42 5.00 1.99 0.07 2.06 10.70 0.37 0.42 5.00 1.99 0.07 2.06 10.75 0.38 0.42 5.00 1.99 0.07 2.06 10.80 0.38 0.42 5.00 1.99 0.07 2.06 10.85 0.39 0.42 5.00 1.99 0.07 2.06 10.90 0.39 0.42 5.00 1.99 0.07 2.06 10.95 0.40 0.42 5.00 1.99 0.07 2.06 11.00 0.41 0.42 5.00 1.99 0.07 2.06 11.05 0.41 0.42 5.00 1.99 0.07 2.06 11.10 0.42 0.42 5.00 1.99 0.07 2.05 11.15 0.44 0.42 5.00 1.99 0.06 2.05 11.20 0.45 0.42 5.00 1.99 0.06 2.05 11.25 0.48 0.42 5.00 1.99 0.06 2.05 11.30 0.53 0.42 5.00 1.99 0.06 2.05 11.35 0.53 0.42 5.00 1.99 0.06 2.05 11.40 0.53 0.42 5.00 1.99 0.06 2.05 11.45 0.53 0.42 5.00 1.99 0.06 2.05 11.50 0.53 0.42 S.00 1.99 0.06 2.05 11.55 0.53 0.42 5.00 1.99 0.06 2.05 11.60 0.53 0.42 5.00 1.99 0.06 2.05 11.65 0.53 0.42 5.00 1.99 0.06 2.05 11.70 0.53 0.42 5.00 1.99 0.06 2.05 11.75 0.53 0.42 5.00 1.99 0.06 2.05 11.80 0.53 0.42 5.00 1.99 0.06 2.04 11.85 0.53 0.42 5.00 1.99 0.05 2.04 11.90 0.53 0.42 5.00 1.99 0.05 2.04 11.95 0.53 0.42 5.00 1.99 0.05 2.04 12.00 0.53 0.42 5.00 1.99 0.05 2.04 12.05 0.53 0.42 5.00 1.99 0.05 2.04 12.10 0.53 0.42 5.00 1.99 0.05 2.04 12.15 0.53 0.42 5.00 1.99 0.05 2.04 12.20 0.53 0.42 5.00 1.99 0.05 2.04 12.25 0.53 0.42 5.00 1.99 0.05 2.04 12.30 0.53 0.42 5.00 1.99 0.05 2.04 12.35 0.53 0.42 5.00 1.99 0.05 2.04 12.40 0.53 0.42 5.00 1.99 0.05 2.04 12.45 0.53 0.42 5.00 1.99 0.05 2.04 12.50 0.S3 0.42 5.00 1.99 0.05 2.04 12.55 0.53 0.42 5.00 1.99 0.05 2.04 12.60 0.53 0.42 5.00 1.99 0.05 2.04 12.65 0.53 0.42 5.00 1.99 0.05 2.04 12.70 0.53 0.42 5.00 1.99 0.05 2.03 12.75 0.53 0.42 5.00 1.99 0.05 2.03 12.80 0.53 0.42 5.00 1.99 0.04 2.03 12.85 0.53 0.42 5.00 1.99 0.04 2.03 12.90 0.53 0.42 5.00 1.99 0.04 2.03 12.95 0.53 0.42 5.00 1.99 0.04 2.03 13.00 0.53 0.42 5.00 1.99 0.04 2.03 Page 7 BH-2 Summary Liquefy.sum 13.05 0.53 0.42 5.00 1.99 0.04 2.03 13.10 0.53 0.42 5.00 1.99 0.04 2.03 13.15 0.53 0.42 5.00 1.99 0.04 2.03 13.20 0.53 0.42 5.00 1.99 0.04 2.03 13.25 0.53 0.42 5.00 1.99 0.04 2.03 13.30 0.53 0.42 5.00 1.99 0.04 2.03 13.35 0.53 0.42 5.00 1.99 0.04 2.03 13.40 0.53 0.42 5.00 1.99 0.04 2.03 13.45 0.53 0.42 5.00 1.99 0.04 2.03 13.S0 0.S3 0.42 5.00 1.99 0.04 2.03 13.55 0.53 0.42 5.00 1.99 0.04 2.03 13.60 0.53 0.42 5.00 1.99 0.04 2.03 13.65 0.53 0.42 5.00 1.99 0.04 2.03 13.70 0.53 0.42 5.00 1.99 0.04 2.03 13.75 0.53 0.42 5.00 1.99 0.04 2.03 13.80 0.53 0.42 5.00 1.99 0.04 2.03 13.85 0.53 0.42 5.00 1.99 0.04 2.03 13.90 0.53 0.42 5.00 1.99 0.04 2.03 13.95 0.53 0.42 5.00 1.99 0.04 2.03 14.00 0.53 0.42 5.00 1.99 0.04 2.03 14.05 0.53 0.42 5.00 1.99 0.04 2.03 14.10 0.53 0.42 5.00 1.99 0.04 2.03 14.15 0.53 0.42 5.00 1.99 0.04 2.03 14.20 0.53 0.42 5.00 1.99 0.04 2.03 14.25 0.S3 0.42 5.00 1.99 0.04 2.03 14.30 0.53 0.42 5.00 1.99 0.04 2.03 14.35 0.53 0.42 5.00 1.99 0.04 2.02 14.40 0.53 0.42 5.00 1.99 0.04 2.02 14.45 0.53 0.42 5.00 1.99 0.04 2.02 14.50 0.53 0.42 5.00 1.99 0.04 2.02 14.55 0.53 0.42 5.00 1.99 0.03 2.02 14.60 0.53 0.42 5.00 1.99 0.03 2.02 14.65 0.53 0.42 5.00 1.99 0.03 2.02 14.70 0.53 0.42 5.00 1.99 0.03 2.02 14.75 0.53 0.42 5.00 1.99 0.03 2.02 14.80 0.53 0.42 5.00 1.99 0.03 2.02 14.85 0.53 0.42 5.00 1.99 0.03 2.02 14.90 0.53 0.42 5.00 1.99 0.03 2.02 14.95 0.53 0.42 5.00 1.99 0.03 2.02 15.00 0.53 0.42 5.00 1.99 0.03 2.02 15.05 0.53 0.42 5.00 1.99 0.03 2.02 15.10 0.53 0.42 5.00 1.99 0.03 2.02 15.15 0.53 0.42 5.00 1.99 0.03 2.02 15.20 0.53 0.42 S.00 1.99 0.03 2.02 15.25 0.53 0.42 5.00 1.99 0.03 2.02 15.30 0.53 0.42 5.00 1.99 0.03 2.02 15.35 0.53 0.42 5.00 1.99 0.03 2.02 15.40 0.53 0.42 5.00 1.99 0.03 2.02 Page 8 BH-2 summary Liquefy -sum 15.45 0.53 0.42 5.00 1.99 0.03 2.02 15.50 0.53 0.42 5.00 1.99 0.03 2.02 15.55 0.53 0.42 5.00 1.99 0.03 2.02 15.60 0.53 0.42 5.00 1.99 0.03 2.02 15.65 0.53 0.42 5.00 1.99 0.03 2.02 15.70 0.53 0.42 5.00 1.99 0.03 2.02 15.75 0.53 0.42 5.00 1.99 0.03 2.02 15.80 0.53 0.42 5.00 1.99 0.03 2.02 15.85 0.53 0.42 5.00 1.99 0.03 2.02 15.90 0.53 0.42 5.00 1.99 0.03 2.02 15.95 0.53 0.42 5.00 1.99 0.03 2.02 16.00 0.53 0.42 5.00 1.99 0.03 2.02 16.05 0.53 0.42 5.00 1.99 0.03 2.02 16.10 0.53 0.42 5.00 1.99 0.03 2.02 16.15 0.53 0.42 5.00 1.99 0.03 2.02 16.20 0.53 0.42 5.00 1.99 0.03 2.02 16.25 0.53 0.42 5.00 1.99 0.03 2.02 16.30 0.53 0.42 5.00 1.99 0.03 2.01 16.35 0.53 0.42 5.00 1.99 0.03 2.01 16.40 0.53 0.42 5.00 1.99 0.03 2.01 16.45 0.53 0.42 5.00 1.99 0.02 2.01 16.50 0.53 0.42 5.00 1.99 0.02 2.01 16.55 0.53 0.42 5.00 1.99 0.02 2.01 16.60 0.53 0.42 5.00 1.99 0.02 2.01 16.65 0.53 0.42 5.00 1.99 0.02 2.01 16.70 0.53 0.42 5.00 1.99 0.02 2.01 16.75 0.53 0.42 5.00 1.99 0.02 2.01 16.80 0.53 0.42 5.00 1.99 0.02 2.01 16.85 0.53 0.42 5.00 1.99 0.02 2.01 16.90 0.53 0.42 5.00 1.99 0.02 2.01 16.95 0.53 0.42 5.00 1.99 0.02 2.01 17.00 0.53 0.42 5.00 1.99 0.02 2.01 17.05 0.53 0.42 5.00 1.99 0.02 2.01 17.10 0.53 0.42 5.00 1.99 0.02 2.01 17.15 0.53 0.42 5.00 1.99 0.02 2.01 17.20 0.53 0.42 5.00 1.99 0.02 2.01 17.2S 0.53 0.42 5.00 1.99 0.02 2.01 17.30 0.53 0.42 5.00 1.99 0.02 2.01 17.35 0.53 0.42 5.00 1.99 0.02 2.01 17.40 0.53 0.42 5.00 1.99 0.02 2.01 17.45 0.53 0.42 5.00 1.99 0.02 2.01 17.50 0.53 0.42 5.00 1.99 0.02 2.01 17.55 0.53 0.42 5.00 1.99 0.02 2.01 17.60 0.53 0.42 5.00 1.99 0.02 2.01 17.65 0.53 0.42 5.00 1.99 0.02 2.01 17.70 0.53 0.42 5.00 1.99 0.02 2.01 17.75 0.53 0.42 5.00 1.99 0.02 2.01 17.80 0.S3 0.42 5.00 1.99 0.02 2.01 Page 9 BH-2 Summary Liquefy.sum 17.85 0.53 0.42 5.00 1.99 0.02 2.01 17.90 0.53 0.42 5.00 1.99 0.02 2.01 17.95 0.53 0.42 5.00 1.99 0.02 2.00 18.00 0.53 0.42 5.00 1.99 0.02 2.00 18.05 0.53 0.42 5.00 1.99 0.01 2.00 18.10 0.53 0.42 5.00 1.99 0.01 2.00 18.15 0.53 0.42 5.00 1.99 0.01 2.00 18.20 0.53 0.42 5.00 1.99 0.01 2.00 18.25 0.53 0.42 5.00 1.99 0.01 2.00 18.30 0.53 0.41 5.00 1.99 0.01 2.00 18.35 0.53 0.41 5.00 1.99 0.01 2.00 18.40 0.53 0.41 5.00 1.99 0.01 2.00 18.45 0.53 0.41 5.00 1.99 0.01 2.00 18.50 0.53 0.41 5.00 1.99 0.01 2.00 18.55 0.53 0.41 5.00 1.99 0.01 2.00 18.60 0.53 0.41 5.00 1.99 0.01 2.00 18.65 0.53 0.41 5.00 1.99 0.01 2.00 18.70 0.53 0.41 5.00 1.99 0.01 2.00 18.75 0.53 0.41 5.00 1.99 0.01 2.00 18.80 0.53 0.41 5.00 1.99 0.01 2.00 18.85 0.53 0.41 5.00 1.99 0.01 2.00 18.90 0.53 0.41 5.00 1.99 0.01 2.00 18.95 0.53 0.41 5.00 1.99 0.01 2.00 19.00 0.53 0.41 5.00 1.99 0.01 2.00 19.05 0.53 0.41 5.00 1.99 0.01 2.00 19.10 0.53 0.41 5.00 1.99 0.01 2.00 19.15 0.53 0.41 5.00 1.99 0.01 2.00 19.20 0.53 0.41 5.00 1.99 0.01 2.00 19.25 0.53 0.41 5.00 1.99 0.01 2.00 19.30 0.53 0.41 5.00 1.99 0.01 2.00 19.35 0.53 0.41 5.00 1.99 0.01 1.99 19.40 0.53 0.41 5.00 1.99 0.01 1.99 19.45 0.53 0.41 5.00 1.99 0.00 1.99 19.50 0.53 0.41 5.00 1.99 0.00 1.99 19.55 0.53 0.41 5.00 1.99 0.00 1.99 19.60 0.53 0.41 5.00 1.99 0.00 1.99 19.65 0.53 0.41 5.00 1.99 0.00 1.99 19.70 0.53 0.41 5.00 1.99 0.00 1.99 19.75 0.53 0.41 5.00 1.99 0.00 1.99 19.80 0.53 0.41 5.00 1.99 0.00 1.99 19.85 0.53 0.41 5.00 1.99 0.00 1.99 19.90 0.53 0.41 5.00 1.99 0.00 1.99 19.95 0.53 0.41 5.00 1.99 0.00 1.99 20.00 0.53 0.41 5.00 1.99 0.00 1.99 20.05 0.53 0.41 1.28 1.99 0.00 1.99 20.10 0.53 0.41 1.28 1.99 0.00 1.99 20.15 0.53 0.41 1.27 1.99 0.00 1.99 20.20 0.53 0.42 1.27 1.99 0.00 1.99 Page 10 BH-2 summary Liquefy -sum 20.25 0.53 0.42 1.27 1.99 0.00 1.99 20.30 0.53 0.42 1.27 1.99 0.00 1.99 20.35 0.53 0.42 1.27 1.99 0.00 1.99 20.40 0.53 0.42 1.27 1.99 0.00 1.99 20.45 0.53 0.42 1.26 1.99 0.00 1.99 20.50 0.53 0.42 1.26 1.99 0.00 1.99 20.55 0.53 0.42 1.26 1.99 0.00 1.99 20.60 0.53 0.42 1.26 1.99 0.00 1.99 20.65 0.53 0.42 1.26 1.99 0.00 1.99 20.70 0.53 0.42 1.25 1.99 0.00 1.99 20.75 0.53 0.42 1.25 1.99 0.00 1.99 20.80 0.53 0.42 1.25 1.99 0.00 1.99 20.85 0.53 0.42 1.25 1.99 0.00 1.99 20.90 0.53 0.42 1.25 1.99 0.00 1.99 20.95 0.53 0.42 1.25 1.99 0.00 1.99 21.00 0.53 0.42 1.24 1.99 0.00 1.99 21.05 0.53 0.43 1.24 1.99 0.00 1.99 21.10 0.53 0.43 1.24 1.99 0.00 1.99 21.15 0.53 0.43 1.24 1.99 0.00 1.99 21.20 0.53 0.43 1.24 1.99 0.00 1.99 21.25 0.53 0.43 1.24 1.99 0.00 1.99 21.30 0.53 0.43 1.23 1.99 0.00 1.99 21.35 0.53 0.43 1.23 1.99 0.00 1.99 21.40 0.53 0.43 1.23 1.99 0.00 1.99 21.45 0.53 0.43 1.23 1.99 0.00 1.99 21.50 0.53 0.43 1.23 1.99 0.00 1.99 21.55 0.53 0.43 1.23 1.99 0.00 1.99 21.60 0.53 0.43 1.22 1.99 0.00 1.99 21.65 0.53 0.43 1.22 1.99 0.00 1.99 21.70 0.53 0.43 1.22 1.99 0.00 1.99 21.75 0.53 0.43 1.22 1.99 0.00 1.99 21.80 0.53 0.43 1.22 1.99 0.00 1.99 21.85 0.53 0.43 1.22 1.99 0.00 1.99 21.90 0.53 0.43 1.22 1.99 0.00 1.99 21.95 0.53 0.44 1.21 1.99 0.00 1.99 22.00 0.53 0.44 1.21 1.99 0.00 1.99 22.05 0.53 0.44 1.21 1.99 0.00 1.99 22.10 0.53 0.44 1.21 1.99 0.00 1.99 22.15 0.53 0.44 1.21 1.99 0.00 1.99 22.20 0.53 0.44 1.21 1.99 0.00 1.99 22.25 0.53 0.44 1.21 1.99 0.00 1.99 22.30 0.53 0.44 1.20 1.99 0.00 1.99 22.35 0.53 0.44 1.20 1.99 0.00 1.99 22.40 0.53 0.44 1.20 1.99 0.00 1.99 22.45 0.53 0.44 1.20 1.99 0.00 1.99 22.50 0.53 0.44 1.20 1.99 0.00 1.99 22.55 0.53 0.44 1.20 1.99 0.00 1.99 22.60 0.53 0.44 1.20 1.99 0.00 1.99 Page 11 BH-2 Summary Liquefy.sum 22.65 0.53 0.44 1.19 1.99 0.00 1.99 22.70 0.53 0.44 1.19 1.99 0.00 1.99 22.75 0.53 0.44 1.19 1.99 0.00 1.99 22.80 0.53 0.44 1.19 1.99 0.00 1.99 22.85 0.53 0.44 1.19 1.99 0.00 1.99 22.90 0.53 0.44 1.19 1.99 0.00 1.99 22.95 0.53 0.45 1.19 1.99 0.00 1.99 23.00 0.53 0.45 1.18 1.99 0.00 1.99 23.05 0.53 0.45 1.18 1.99 0.00 1.99 23.10 0.53 0.45 1.18 1.99 0.00 1.99 23.15 0.53 0.45 1.18 1.99 0.00 1.99 23.20 0.53 0.45 1.18 1.99 0.00 1.99 23.25 0.53 0.45 1.18 1.99 0.00 1.99 23.30 0.53 0.45 1.18 1.99 0.00 1.99 23.35 0.53 0.45 1.18 1.99 0.00 1.99 23.40 0.53 0.45 1.17 1.99 0.00 1.99 23.45 0.53 0.45 1.17 1.99 0.00 1.99 23.50 0.53 0.45 1.17 1.99 0.00 1.99 23.55 0.53 0.45 1.17 1.99 0.00 1.99 23.60 0.53 0.45 1.17 1.99 0.00 1.99 23.65 0.53 0.45 1.17 1.99 0.00 1.99 23.70 0.53 0.45 1.17 1.99 0.00 1.99 23.75 0.53 0.45 1.17 1.99 0.00 1.99 23.80 0.53 0.45 1.16 1.99 0.00 1.99 23.85 0.53 0.45 1.16 1.99 0.00 1.99 23.90 0.53 0.45 1.16 1.99 0.00 1.99 23.95 0.53 0.45 1.16 1.99 0.00 1.99 24.00 0.53 0.46 1.16 1.99 0.00 1.99 24.05 0.53 0.46 1.16 1.99 0.00 1.99 24.10 0.53 0.46 1.16 1.99 0.00 1.99 24.15 0.53 0.46 1.16 1.99 0.00 1.99 24.20 0.53 0.46 1.16 1.99 0.00 1.99 24.25 0.53 0.46 1.15 1.99 0.00 1.99 24.30 0.53 0.46 1.15 1.99 0.00 1.99 24.35 0.53 0.46 1.15 1.99 0.00 1.99 24.40 0.53 0.46 1.15 1.99 0.00 1.99 24.45 0.53 0.46 1.15 1.99 0.00 1.99 24.50 0.53 0.46 1.15 1.99 0.00 1.99 24.55 0.53 0.46 1.15 1.99 0.00 1.99 24.60 0.53 0.46 1.15 1.99 0.00 1.99 24.65 0.53 0.46 1.15 1.99 0.00 1.99 24.70 0.53 0.46 1.14 1.99 0.00 1.99 24.75 0.53 0.46 1.14 1.99 0.00 1.99 24.80 0.53 0.46 1.14 1.99 0.00 1.99 24.85 0.53 0.46 1.14 1.99 0.00 1.99 24.90 0.53 0.46 1.14 1.99 0.00 1.99 24.95 0.53 0.46 1.14 1.99 0.00 1.99 25.00 0.53 0.46 1.14 1.99 0.00 1.99 Page 12 BH-2 Summary Liquefy.sum 25.05 0.53 0.46 1.14 1.99 0.00 1.99 25.10 0.53 0.46 1.14 1.99 0.00 1.99 25.15 0.53 0.47 1.14 1.99 0.00 1.99 25.20 0.53 0.47 1.13 1.99 0.00 1.99 25.25 0.53 0.47 1.13 1.99 0.00 1.99 25.30 0.53 0.47 1.13 1.99 0.00 1.99 25.35 0.53 0.47 1.13 1.99 0.00 1.99 25.40 0.53 0.47 1.13 1.99 0.00 1.99 25.45 0.53 0.47 1.13 1.99 0.00 1.99 25.50 0.53 0.47 1.13 1.99 0.00 1.99 25.55 0.53 0.47 1.13 1.99 0.00 1.99 25.60 0.53 0.47 1.13 1.99 0.00 1.99 25.65 0.53 0.47 1.13 1.99 0.00 1.99 25.70 0.53 0.47 1.12 1.99 0.00 1.99 25.75 0.53 0.47 1.12 1.99 0.00 1.99 25.80 0.53 0.47 1.12 1.99 0.00 1.99 25.85 0.53 0.47 1.12 1.99 0.00 1.99 25.90 0.53 0.47 1.12 1.99 0.00 1.99 25.95 0.53 0.47 1.12 1.99 0.00 1.99 26.00 0.53 0.47 1.12 1.99 0.00 1.99 26.05 0.53 0.47 1.12 1.99 0.00 1.99 26.10 0.53 0.47 1.12 1.99 0.00 1.99 26.15 0.53 0.47 1.12 1.99 0.00 1.99 26.20 0.53 0.47 1.12 1.99 0.00 1.99 26.25 0.53 0.47 1.11 1.99 0.00 1.99 26.30 0.53 0.47 1.11 1.99 0.00 1.99 26.35 0.53 0.47 1.11 1.99 0.00 1.99 26.40 0.53 0.47 1.11 1.99 0.00 1.99 26.45 0.53 0.48 1.11 1.98 0.00 1.98 26.50 0.53 0.48 1.11 1.98 0.00 1.98 26.55 0.53 0.48 1.11 1.98 0.00 1.98 26.60 0.53 0.48 1.11 1.98 0.00 1.98 26.65 0.53 0.48 1.11 1.98 0.00 1.98 26.70 0.53 0.48 1.11 1.98 0.00 1.98 26.75 0.53 0.48 1.11 1.98 0.00 1.98 26.80 0.53 0.48 1.11 1.98 0.00 1.98 26.85 0.53 0.48 1.10 1.98 0.00 1.98 26.90 0.53 0.48 1.10 1.98 0.00 1.98 26.95 0.53 0.48 1.10 1.98 0.00 1.98 27.00 0.53 0.48 1.10 1.97 0.00 1.97 27.05 0.53 0.48 1.10 1.97 0.00 1.97 27.10 0.53 0.48 1.10 1.97 0.00 1.97 27.15 0.53 0.48 1.10 1.97 0.00 1.97 27.20 0.53 0.48 1.10 1.97 0.00 1.97 27.25 0.53 0.48 1.10 1.97 0.00 1.97 27.30 0.53 0.48 1.10 1.97 0.00 1.97 27.35 0.53 0.48 1.10 1.96 0.00 1.96 27.40 0.53 0.48 1.10 1.96 0.00 1.96 Page 13 BH-2 summary Liquefy.sum 27.45 0.53 0.48 1.10 1.96 0.00 1.96 27.50 0.53 0.48 1.09 1.96 0.00 1.96 27.55 0.53 0.48 1.09 1.96 0.00 1.96 27.60 0.53 0.48 1.09 1.95 0.00 1.95 27.65 0.53 0.48 1.09 1.95 0.00 1.95 27.70 0.53 0.48 1.09 1.95 0.00 1.95 27.75 0.53 0.48 1.09 1.94 0.00 1.94 27.80 0.53 0.48 1.09 1.94 0.00 1.94 27.85 0.53 0.48 1.09 1.94 0.00 1.94 27.90 0.53 0.49 1.09 1.93 0.00 1.93 27.95 0.53 0.49 1.09 1.93 0.00 1.93 28.00 0.53 0.49 1.09 1.93 0.00 1.93 28.05 0.53 0.49 1.09 1.93 0.00 1.93 28.10 0.53 0.49 1.09 1.92 0.00 1.92 28.15 0.53 0.49 1.08 1.92 0.00 1.92 28.20 0.53 0.49 1.08 1.92 0.00 1.92 28.25 0.53 0.49 1.08 1.91 0.00 1.91 28.30 0.53 0.49 1.08 1.91 0.00 1.91 28.35 0.53 0.49 1.08 1.91 0.00 1.91 28.40 0.53 0.49 1.08 1.90 0.00 1.90 28.45 0.53 0.49 1.08 1.90 0.00 1.90 28.50 0.53 0.49 1.08 1.90 0.00 1.90 28.55 0.53 0.49 1.08 1.89 0.00 1.89 28.60 0.53 0.49 1.08 1.89 0.00 1.89 28.65 0.53 0.49 1.08 1.89 0.00 1.89 28.70 0.53 0.49 1.08 1.88 0.00 1.88 28.75 0.53 0.49 1.08 1.88 0.00 1.88 28.80 0.53 0.49 1.08 1.87 0.00 1.87 28.85 0.50 0.49 1.01 1.87 0.00 1.87 28.90 0.47 0.49 0.96* 1.87 0.00 1.87 28.95 0.45 0.49 0.92* 1.86 0.00 1.86 29.00 0.44 0.49 0.89* 1.86 0.00 1.86 29.05 0.43 0.49 0.87* 1.85 0.00 1.85 29.10 0.42 0.49 0.85* 1.85 0.00 1.85 29.15 0.41 0.49 0.84* 1.84 0.00 1.84 29.20 0.41 0.49 0.83* 1.84 0.00 1.84 29.25 0.40 0.49 0.82* 1.83 0.00 1.83 29.30 0.40 0.49 0.80* 1.83 0.00 1.83 29.35 0.39 0.49 0.79* 1.82 0.00 1.82 29.40 0.39 0.49 0.78* 1.82 0.00 1.82 29.45 0.38 0.49 0.78* 1.81 0.00 1.81 29.50 0.38 0.49 0.77* 1.81 0.00 1.81 29.55 0.38 0.50 0.76* 1.80 0.00 1.80 29.60 0.37 0.50 0.75* 1.80 0.00 1.80 29.65 0.37 0.50 0.74* 1.79 0.00 1.79 29.70 0.37 0.50 0.74* 1.78 0.00 1.78 29.75 0.36 0.50 0.73* 1.78 0.00 1.78 29.80 0.36 0.50 0.72* 1.77 0.00 1.77 Page 14 BH-2 Summary Liquefy.sum 29.85 0.36 0.50 0.72* 1.77 0.00 1.77 29.90 0.35 0.50 0.71* 1.76 0.00 1.76 29.95 0.35 0.50 0.71* 1.76 0.00 1.76 30.00 0.35 0.50 0.70* 1.75 0.00 1.75 30.05 0.35 0.50 0.71* 1.74 0.00 1.74 30.10 0.36 0.50 0.72* 1.74 0.00 1.74 30.15 0.36 0.50 0.73* 1.73 0.00 1.73 30.20 0.37 0.50 0.73* 1.72 0.00 1.72 30.25 0.37 0.50 0.74* 1.72 0.00 1.72 30.30 0.37 0.50 0.75* 1.71 0.00 1.71 30.35 0.38 0.50 0.76* 1.71 0.00 1.71 30.40 0.38 0.50 0.77* 1.70 0.00 1.70 30.45 0.39 0.50 0.78* 1.70 0.00 1.70 30.50 0.39 0.50 0.79* 1.69 0.00 1.69 30.55 0.40 0.50 0.80* 1.69 0.00 1.69 30.60 0.40 0.50 0.81* 1.68 0.00 1.68 30.65 0.41 0.50 0.83* 1.68 0.00 1.68 30.70 0.42 0.50 0.84* 1.67 0.00 1.67 30.75 0.43 0.50 0.86* 1.67 0.00 1.67 30.80 0.44 0.50 0.89* 1.66 0.00 1.66 30.85 0.46 0.50 0.92* 1.66 0.00 1.66 30.90 0.49 0.50 0.97* 1.65 0.00 1.65 30.95 0.53 0.50 1.06 1.65 0.00 1.65 31.00 0.53 0.S0 1.06 1.64 0.00 1.64 31.05 0.53 0.50 1.05 1.64 0.00 1.64 31.10 0.53 0.50 1.05 1.64 0.00 1.64 31.15 0.53 0.50 1.05 1.63 0.00 1.63 31.20 0.53 0.S0 1.05 1.63 0.00 1.63 31.25 0.53 0.50 1.05 1.62 0.00 1.62 31.30 0.53 0.50 1.05 1.62 0.00 1.62 31.35 0.53 0.50 1.05 1.62 0.00 1.62 31.40 0.53 0.50 1.05 1.61 0.00 1.61 31.45 0.53 0.50 1.05 1.61 0.00 1.61 31.50 0.53 0.50 1.05 1.61 0.00 1.61 31.55 0.53 0.50 1.05 1.60 0.00 1.60 31.60 0.53 0.50 1.05 1.60 0.00 1.60 31.65 0.53 0.50 1.05 1.60 0.00 1.60 31.70 0.53 0.50 1.05 1.59 0.00 1.59 31.75 0.53 0.50 1.05 1.59 0.00 1.59 31.80 0.52 0.50 1.05 1.59 0.00 1.59 31.85 0.S2 0.50 1.05 1.59 0.00 1.59 31.90 0.52 0.50 1.05 1.59 0.00 1.59 31.95 0.52 0.50 1.05 1.58 0.00 1.58 32.00 0.52 0.50 1.04 1.58 0.00 1.58 32.05 0.52 0.S0 1.04 1.58 0.00 1.58 32.10 0.52 0.50 1.04 1.S8 0.00 1.58 32.15 0.52 0.50 1.04 1.58 0.00 1.58 32.20 0.52 0.50 1.04 1.58 0.00 1.58 Page 15 BH-2 Summary Liquefy.sum 32.25 0.52 0.50 1.04 1.58 0.00 1.58 32.30 0.52 0.50 1.04 1.57 0.00 1.57 32.35 0.52 0.50 1.04 1.57 0.00 1.57 32.40 0.52 0.50 1.04 1.57 0.00 1.57 32.45 0.52 0.50 1.04 1.57 0.00 1.57 32.50 0.52 0.50 1.04 1.57 0.00 1.57 32.55 0.52 0.50 1.04 1.57 0.00 1.57 32.60 0.52 0.50 1.04 1.57 0.00 1.57 32.65 0.52 0.50 1.04 1.57 0.00 1.57 32.70 0.52 0.50 1.04 1.57 0.00 1.57 32.75 0.52 0.50 1.04 1.57 0.00 1.57 32.80 0.52 0.50 1.04 1.56 0.00 1.56 32.85 0.52 0.50 1.04 1.56 0.00 1.56 32.90 0.52 0.50 1.04 1.56 0.00 1.56 32.95 0.52 0.50 1.04 1.56 0.00 1.56 33.00 0.52 0.50 1.03 1.56 0.00 1.56 33.05 0.52 0.50 1.03 1.56 0.00 1.56 33.10 0.52 0.50 1.03 1.56 0.00 1.56 33.15 0.52 0.50 1.03 1.56 0.00 1.56 33.20 0.52 0.50 1.03 1.56 0.00 1.56 33.25 0.52 0.50 1.03 1.56 0.00 1.56 33.30 0.52 0.50 1.03 1.56 0.00 1.56 33.35 0.52 0.50 1.03 1.56 0.00 1.56 33.40 0.52 0.50 1.03 1.56 0.00 1.56 33.45 0.52 0.50 1.03 1.56 0.00 1.56 33.50 0.52 0.50 1.03 1.56 0.00 1.56 33.55 0.52 0.50 1.03 1.56 0.00 1.56 33.60 0.52 0.50 1.03 1.56 0.00 1.56 33.65 0.52 0.50 1.03 1.56 0.00 1.56 33.70 0.52 0.50 1.03 1.56 0.00 1.56 33.75 0.52 0.50 1.03 1.56 0.00 1.56 33.80 0.52 0.50 1.03 1.56 0.00 1.56 33.85 0.52 0.50 1.03 1.56 0.00 1.56 33.90 0.52 0.50 1.03 1.56 0.00 1.56 33.95 0.52 0.50 1.03 1.56 0.00 1.56 34.00 0.52 0.50 1.03 1.56 0.00 1.56 34.05 0.52 0.50 1.03 1.56 0.00 1.56 34.10 0.52 0.50 1.03 1.56 0.00 1.56 34.15 0.52 0.50 1.02 1.56 0.00 1.56 34.20 0.52 0.51 1.02 1.56 0.00 1.56 34.25 0.52 0.51 1.02 1.56 0.00 1.56 34.30 0.52 0.51 1.02 1.56 0.00 1.56 34.35 0.52 0.51 1.02 1.56 0.00 1.56 34.40 0.52 0.51 1.02 1.56 0.00 1.56 34.45 0.52 0.51 1.02 1.56 0.00 1.56 34.50 0.52 0.51 1.02 1.56 0.00 1.56 34.55 0.52 0.51 1.02 1.56 0.00 1.56 34.60 0.52 0.51 1.02 1.56 0.00 1.56 Page 16 BH-2 Summary Liquefy.sum 34.65 0.52 0.51 1.02 1.56 0.00 1.56 34.70 0.52 0.51 1.02 1.56 0.00 1.56 34.75 0.52 0.51 1.02 1.56 0.00 1.56 34.80 0.52 0.51 1.02 1.56 0.00 1.56 34.85 0.52 0.51 1.02 1.56 0.00 1.56 34.90 0.52 0.51 1.02 1.56 0.00 1.56 34.95 0.52 0.51 1.02 1.56 0.00 1.56 35.00 0.51 0.51 1.02 1.56 0.00 1.56 35.05 0.51 0.51 1.02 1.56 0.00 1.56 35.10 0.51 0.51 1.02 1.56 0.00 1.56 35.15 0.51 0.51 1.02 1.56 0.00 1.56 35.20 0.51 0.51 1.02 1.56 0.00 1.56 35.25 0.51 0.51 1.02 1.56 0.00 1.56 35.30 0.51 0.51 1.02 1.56 0.00 1.56 35.35 0.51 0.51 1.01 1.56 0.00 1.56 35.40 0.51 0.51 1.01 1.56 0.00 1.56 35.45 0.51 0.51 1.01 1.56 0.00 1.56 35.50 0.51 0.51 1.01 1.56 0.00 1.56 35.55 0.51 0.51 1.01 1.56 0.00 1.56 35.60 0.51 0.51 1.01 1.56 0.00 1.56 35.65 0.51 0.51 1.01 1.56 0.00 1.56 35.70 0.51 0.51 1.01 1.56 0.00 1.56 35.75 0.51 0.51 1.01 1.56 0.00 1.56 35.80 0.51 0.51 1.01 1.56 0.00 1.56 35.85 0.51 0.51 1.01 1.56 0.00 1.56 35.90 0.51 0.51 1.01 1.56 0.00 1.56 35.95 0.51 0.51 1.01 1.56 0.00 1.56 36.00 0.51 0.51 1.01 1.56 0.00 1.56 36.05 0.51 0.51 1.01 1.56 0.00 1.56 36.10 0.51 0.51 1.01 1.56 0.00 1.56 36.15 0.51 0.51 1.01 1.56 0.00 1.56 36.20 0.51 0.51 1.01 1.56 0.00 1.56 36.25 0.51 0.51 1.01 1.56 0.00 1.56 36.30 0.51 0.51 1.01 1.56 0.00 1.56 36.35 0.51 0.51 1.01 1.56 0.00 1.56 36.40 0.51 0.51 1.01 1.56 0.00 1.56 36.45 0.51 0.51 1.01 1.56 0.00 1.56 36.50 0.51 0.51 1.01 1.56 0.00 1.56 36.55 0.51 0.51 1.01 1.56 0.00 1.56 36.60 0.51 0.51 1.01 1.56 0.00 1.56 36.65 0.51 0.51 1.01 1.56 0.00 1.56 36.70 0.51 0.51 1.01 1.56 0.00 1.56 36.75 0.51 0.51 1.00 1.56 0.00 1.56 36.80 0.51 0.51 1.00 1.56 0.00 1.56 36.85 0.51 0.51 1.00 1.55 0.00 1.55 36.90 0.51 0.51 1.00 1.55 0.00 1.55 36.95 0.51 0.51 1.00 1.55 0.00 1.55 37.00 0.51 0.51 1.00 1.55 0.00 1.55 Page 17 BH-2 Summary Liquefy.sum 37.05 0.51 0.51 1.00 1.55 0.00 1.55 37.10 0.51 0.51 1.00 1.55 0.00 1.55 37.15 0.51 0.51 1.00 1.55 0.00 1.55 37.20 0.51 0.51 1.00 1.55 0.00 1.55 37.25 0.51 0.51 1.00 1.55 0.00 1.55 37.30 0.51 0.51 1.00 1.55 0.00 1.55 37.35 0.51 0.51 1.00 1.55 0.00 1.55 37.40 0.S1 0.51 1.00 1.54 0.00 1.54 37.45 0.51 0.51 1.00 1.54 0.00 1.54 37.50 0.51 0.51 1.00* 1.54 0.00 1.54 37.55 0.51 0.51 1.00* 1.54 0.00 1.54 37.60 0.51 0.51 1.00* 1.54 0.00 1.54 37.65 0.51 0.51 1.00* 1.54 0.00 1.54 37.70 0.51 0.51 1.00* 1.54 0.00 1.54 37.75 0.51 0.51 1.00* 1.54 0.00 1.54 37.80 0.51 0.51 1.00* 1.53 0.00 1.53 37.85 0.51 0.51 1.00* 1.53 0.00 1.53 37.90 0.51 0.51 1.00* 1.53 0.00 1.53 37.95 0.51 0.51 1.00* 1.53 0.00 1.53 38.00 0.51 0.51 1.00* 1.53 0.00 1.53 38.05 0.51 0.51 1.00* 1.52 0.00 1.52 38.10 0.51 0.51 1.00* 1.52 0.00 1.52 38.15 0.51 0.51 1.00* 1.52 0.00 1.52 38.20 0.51 0.51 1.00* 1.51 0.00 1.51 38.25 0.51 0.51 1.00* 1.51 0.00 1.51 38.30 0.51 0.51 1.00* 1.51 0.00 1.51 38.35 0.51 0.51 0.99* 1.50 0.00 1.50 38.40 0.51 0.51 0.99* 1.50 0.00 1.50 38.45 0.51 0.51 0.99* 1.50 0.00 1.50 38.50 0.50 0.51 0.99* 1.49 0.00 1.49 38.55 0.50 0.51 0.99* 1.49 0.00 1.49 38.60 0.50 0.51 0.99* 1.49 0.00 1.49 38.65 0.50 0.51 0.99* 1.48 0.00 1.48 38.70 0.50 0.51 0.99* 1.48 0.00 1.48 38.75 0.50 0.51 0.99* 1.47 0.00 1.47 38.80 0.50 0.51 0.99* 1.47 0.00 1.47 38.85 0.50 0.51 0.99* 1.47 0.00 1.47 38.90 0.48 0.51 0.94* 1.46 0.00 1.46 38.95 0.45 0.51 0.89* 1.46 0.00 1.46 39.00 0.43 0.51 0.85* 1.45 0.00 1.45 39.05 0.42 0.51 0.83* 1.45 0.00 1.45 39.10 0.41 0.51 0.81* 1.44 0.00 1.44 39.15 0.40 0.51 0.79* 1.44 0.00 1.44 39.20 0.39 0.51 0.78* 1.43 0.00 1.43 39.25 0.39 0.51 0.76* 1.43 0.00 1.43 39.30 0.38 0.51 0.75* 1.42 0.00 1.42 39.35 0.38 0.51 0.74* 1.42 0.00 1.42 39.40 0.37 0.51 0.73* 1.41 0.00 1.41 Page 18 BH-2 Summary Liquefy.sum 39.45 0.37 0.51 0.72* 1.41 0.00 1.41 39.50 0.36 0.51 0.72* 1.40 0.00 1.40 39.55 0.36 0.51 0.71* 1.40 0.00 1.40 39.60 0.36 0.51 0.70* 1.39 0.00 1.39 39.65 0.35 0.51 0.70* 1.39 0.00 1.39 39.70 0.35 0.51 0.69* 1.38 0.00 1.38 39.75 0.35 0.51 0.68* 1.38 0.00 1.38 39.80 0.34 0.51 0.68* 1.37 0.00 1.37 39.85 0.34 0.51 0.67* 1.36 0.00 1.36 39.90 0.34 0.51 0.66* 1.36 0.00 1.36 39.95 0.33 0.51 0.66* 1.35 0.00 1.35 40.00 0.33 0.51 0.65* 1.35 0.00 1.35 40.05 0.33 0.51 0.65* 1.34 0.00 1.34 40.10 0.33 0.51 0.65* 1.33 0.00 1.33 40.15 0.33 0.51 0.65* 1.33 0.00 1.33 40.20 0.33 0.51 0.65* 1.32 0.00 1.32 40.25 0.33 0.51 0.65* 1.31 0.00 1.31 40.30 0.33 0.51 0.65* 1.31 0.00 1.31 40.35 0.33 0.51 0.65* 1.30 0.00 1.30 40.40 0.33 0.51 0.65* 1.30 0.00 1.30 40.45 0.33 0.51 0.65* 1.29 0.00 1.29 40.50 0.33 0.51 0.65* 1.28 0.00 1.28 40.55 0.33 0.51 0.65* 1.28 0.00 1.28 40.60 0.33 0.51 0.65* 1.27 0.00 1.27 40.65 0.33 0.51 0.64* 1.27 0.00 1.27 40.70 0.33 0.51 0.64* 1.26 0.00 1.26 40.75 0.33 0.51 0.64* 1.25 0.00 1.25 40.80 0.33 0.51 0.64* 1.25 0.00 1.25 40.85 0.33 0.51 0.64* 1.24 0.00 1.24 40.90 0.33 0.51 0.64* 1.23 0.00 1.23 40.95 0.33 0.51 0.64* 1.23 0.00 1.23 41.00 0.32 0.51 0.64* 1.22 0.00 1.22 41.05 0.32 0.51 0.64* 1.22 0.00 1.22 41.10 0.32 0.51 0.64* 1.21 0.00 1.21 41.15 0.32 0.51 0.64* 1.20 0.00 1.20 41.20 0.32 0.51 0.64* 1.20 0.00 1.20 41.25 0.32 0.51 0.64* 1.19 0.00 1.19 41.30 0.32 0.51 0.64* 1.18 0.00 1.18 41.35 0.32 0.51 0.64* 1.18 0.00 1.18 41.40 0.32 0.51 0.64* 1.17 0.00 1.17 41.45 0.32 0.51 0.64* 1.17 0.00 1.17 41.50 0.32 0.51 0.63* 1.16 0.00 1.16 41.55 0.32 0.51 0.63* 1.15 0.00 1.15 41.60 0.32 0.51 0.63* 1.15 0.00 1.15 41.65 0.32 0.51 0.63* 1.14 0.00 1.14 41.70 0.32 0.51 0.63* 1.13 0.00 1.13 41.75 0.32 0.51 0.63* 1.13 0.00 1.13 41.80 0.32 0.51 0.63* 1.12 0.00 1.12 Page 19 BH-2 Summary Liquefy.sum 41.85 0.32 0.51 0.63* 1.12 0.00 1.12 41.90 0.32 0.51 0.63* 1.11 0.00 1.11 41.95 0.32 0.51 0.63* 1.10 0.00 1.10 42.00 0.32 0.51 0.63* 1.10 0.00 1.10 42.05 0.32 0.51 0.63* 1.09 0.00 1.09 42.10 0.32 0.51 0.63* 1.08 0.00 1.08 42.15 0.32 0.51 0.63* 1.08 0.00 1.08 42.20 0.32 0.51 0.63* 1.07 0.00 1.07 42.25 0.32 0.51 0.63* 1.07 0.00 1.07 42.30 0.32 0.51 0.63* 1.06 0.00 1.06 42.35 0.32 0.51 0.63* 1.05 0.00 1.05 42.40 0.32 0.51 0.63* 1.05 0.00 1.05 42.45 0.32 0.51 0.63* 1.04 0.00 1.04 42.50 0.32 0.51 0.63* 1.03 0.00 1.03 42.55 0.32 0.51 0.63* 1.03 0.00 1.03 42.60 0.32 0.51 0.62* 1.02 0.00 1.02 42.65 0.32 0.51 0.62* 1.02 0.00 1.02 42.70 0.32 0.51 0.62* 1.01 0.00 1.01 42.75 0.32 0.51 0.62* 1.00 0.00 1.00 42.80 0.32 0.51 0.62* 1.00 0.00 1.00 42.85 0.32 0.51 0.62* 0.99 0.00 0.99 42.90 0.31 0.51 0.62* 0.98 0.00 0.98 42.95 0.31 0.51 0.62* 0.98 0.00 0.98 43.00 0.31 0.51 0.62* 0.97 0.00 0.97 43.05 0.31 0.51 0.62* 0.96 0.00 0.96 43.10 0.31 0.51 0.62* 0.96 0.00 0.96 43.15 0.31 0.51 0.62* 0.95 0.00 0.95 43.20 0.31 0.51 0.62* 0.95 0.00 0.95 43.25 0.31 0.51 0.62* 0.94 0.00 0.94 43.30 0.31 0.51 0.62* 0.93 0.00 0.93 43.35 0.31 0.51 0.62* 0.93 0.00 0.93 43.40 0.31 0.51 0.62* 0.92 0.00 0.92 43.45 0.31 0.51 0.62* 0.91 0.00 0.91 43.50 0.31 0.51 0.62* 0.91 0.00 0.91 43.55 0.31 0.51 0.62* 0.90 0.00 0.90 43.60 0.31 0.51 0.62* 0.89 0.00 0.89 43.65 0.31 0.51 0.62* 0.89 0.00 0.89 43.70 0.31 0.50 0.62* 0.88 0.00 0.88 43.75 0.31 0.50 0.62* 0.88 0.00 0.88 43.80 0.31 0.50 0.62* 0.87 0.00 0.87 43.85 0.31 0.50 0.62* 0.86 0.00 0.86 43.90 0.31 0.50 0.62* 0.86 0.00 0.86 43.95 0.31 0.50 0.62* 0.85 0.00 0.85 44.00 0.31 0.50 0.62* 0.84 0.00 0.84 44.05 0.31 0.50 0.62* 0.84 0.00 0.84 44.10 0.31 0.50 0.62* 0.83 0.00 0.83 44.15 0.31 0.50 0.62* 0.82 0.00 0.82 44.20 0.31 0.50 0.62* 0.82 0.00 0.82 Page 20 BH-2 Summary Liquefy.sum 44.25 0.31 0.50 0.61* 0.81 0.00 0.81 44.30 0.31 0.50 0.61* 0.81 0.00 0.81 44.35 0.31 0.50 0.61* 0.80 0.00 0.80 44.40 0.31 0.50 0.61* 0.79 0.00 0.79 44.45 0.31 0.50 0.61* 0.79 0.00 0.79 44.50 0.31 0.50 0.61* 0.78 0.00 0.78 44.55 0.31 0.50 0.61* 0.77 0.00 0.77 44.60 0.31 0.50 0.61* 0.77 0.00 0.77 44.65 0.31 0.50 0.61* 0.76 0.00 0.76 44.70 0.31 0.50 0.61* 0.75 0.00 0.75 44.75 0.31 0.50 0.61* 0.75 0.00 0.75 44.80 0.31 0.50 0.61* 0.74 0.00 0.74 44.85 0.31 0.50 0.61* 0.74 0.00 0.74 44.90 0.31 0.50 0.61* 0.73 0.00 0.73 44.95 0.31 0.50 0.61* 0.72 0.00 0.72 45.00 0.31 0.50 0.61* 0.72 0.00 0.72 45.05 0.31 0.50 0.61* 0.71 0.00 0.71 45.10 0.31 0.50 0.61* 0.70 0.00 0.70 45.15 0.31 0.50 0.61* 0.70 0.00 0.70 45.20 0.31 0.50 0.61* 0.69 0.00 0.69 45.25 0.31 0.50 0.62* 0.68 0.00 0.68 45.30 0.31 0.50 0.62* 0.68 0.00 0.68 45.35 0.31 0.50 0.62* 0.67 0.00 0.67 45.40 0.31 0.50 0.62* 0.67 0.00 0.67 45.45 0.31 0.50 0.62* 0.66 0.00 0.66 45.50 0.31 0.50 0.62* 0.65 0.00 0.65 45.55 0.31 0.50 0.62* 0.65 0.00 0.65 45.60 0.31 0.50 0.62* 0.64 0.00 0.64 45.65 0.31 0.50 0.62* 0.63 0.00 0.63 45.70 0.31 0.50 0.62* 0.63 0.00 0.63 45.75 0.31 0.50 0.62* 0.62 0.00 0.62 45.80 0.31 0.50 0.62* 0.61 0.00 0.61 45.85 0.31 0.50 0.62* 0.61 0.00 0.61 45.90 0.31 0.50 0.62* 0.60 0.00 0.60 45.95 0.31 0.50 0.62* 0.60 0.00 0.60 46.00 0.31 0.50 0.62* 0.59 0.00 0.59 46.05 0.31 0.50 0.63* 0.58 0.00 0.58 46.10 0.31 0.50 0.63* 0.58 0.00 0.58 46.15 0.31 0.50 0.63* 0.57 0.00 0.57 46.20 0.31 0.50 0.63* 0.56 0.00 0.56 46.25 0.31 0.50 0.63* 0.56 0.00 0.56 46.30 0.31 0.50 0.63* 0.55 0.00 0.55 46.35 0.32 0.50 0.63* 0.55 0.00 0.55 46.40 0.32 0.50 0.63* 0.54 0.00 0.54 46.45 0.32 0.50 0.63* 0.53 0.00 0.53 46.50 0.32 0.50 0.63* 0.53 0.00 0.53 46.55 0.32 0.50 0.63* 0.52 0.00 0.52 46.60 0.32 0.50 0.63* 0.52 0.00 0.52 Page 21 BH-2 Summary Liquefy.sum 46.65 0.32 0.50 0.63* 0.51 0.00 0.51 46.70 0.32 0.50 0.63* 0.50 0.00 0.50 46.75 0.32 0.50 0.63* 0.50 0.00 0.50 46.80 0.32 0.50 0.63* 0.49 0.00 0.49 46.85 0.32 0.50 0.63* 0.48 0.00 0.48 46.90 0.32 0.50 0.63* 0.48 0.00 0.48 46.95 0.32 0.50 0.64* 0.47 0.00 0.47 47.00 0.32 0.50 0.64* 0.47 0.00 0.47 47.05 0.32 0.50 0.64* 0.46 0.00 0.46 47.10 0.32 0.50 0.64* 0.45 0.00 0.45 47.15 0.32 0.50 0.64* 0.45 0.00 0.45 47.20 0.32 0.50 0.64* 0.44 0.00 0.44 47.25 0.32 0.50 0.64* 0.44 0.00 0.44 47.30 0.32 0.50 0.64* 0.43 0.00 0.43 47.35 0.32 0.50 0.64* 0.42 0.00 0.42 47.40 0.32 0.50 0.64* 0.42 0.00 0.42 47.45 0.32 0.50 0.64* 0.41 0.00 0.41 47.50 0.32 0.50 0.64* 0.40 0.00 0.40 47.55 0.32 0.50 0.64* 0.40 0.00 0.40 47.60 0.32 0.50 0.65* 0.39 0.00 0.39 47.65 0.32 0.50 0.65* 0.39 0.00 0.39 47.70 0.32 0.50 0.65* 0.38 0.00 0.38 47.75 0.32 0.50 0.65* 0.37 0.00 0.37 47.80 0.32 0.50 0.65* 0.37 0.00 0.37 47.85 0.32 0.50 0.65* 0.36 0.00 0.36 47.90 0.32 0.50 0.65* 0.36 0.00 0.36 47.95 0.32 0.50 0.65* 0.35 0.00 0.35 48.00 0.32 0.50 0.65* 0.34 0.00 0.34 48.05 0.32 0.50 0.65* 0.34 0.00 0.34 48.10 0.33 0.50 0.65* 0.33 0.00 0.33 48.15 0.33 0.50 0.65* 0.33 0.00 0.33 48.20 0.33 0.50 0.65* 0.32 0.00 0.32 48.25 0.33 0.50 0.66* 0.31 0.00 0.31 48.30 0.33 0.50 0.66* 0.31 0.00 0.31 48.35 0.33 0.50 0.66* 0.30 0.00 0.30 48.40 0.33 0.50 0.66* 0.30 0.00 0.30 48.45 0.33 0.50 0.66* 0.29 0.00 0.29 48.50 0.33 0.50 0.66* 0.28 0.00 0.28 48.55 0.33 0.50 0.66* 0.28 0.00 0.28 48.60 0.33 0.50 0.66* 0.27 0.00 0.27 48.65 0.33 0.50 0.66* 0.27 0.00 0.27 48.70 0.33 0.50 0.66* 0.26 0.00 0.26 48.75 0.33 0.50 0.66* 0.25 0.00 0.25 48.80 0.33 0.50 0.66* 0.25 0.00 0.25 48.85 0.33 0.50 0.67* 0.24 0.00 0.24 48.90 0.33 0.50 0.67* 0.24 0.00 0.24 48.95 0.33 0.50 0.67* 0.23 0.00 0.23 49.00 0.33 0.50 0.67* 0.23 0.00 0.23 Page 22 BH-2 Summary Liquefy.sum 49.05 0.33 0.50 0.67* 0.22 0.00 0.22 49.10 0.33 0.50 0.67* 0.21 0.00 0.21 49.15 0.33 0.50 0.67* 0.21 0.00 0.21 49.20 0.33 0.50 0.67* 0.20 0.00 0.20 49.25 0.33 0.50 0.67* 0.20 0.00 0.20 49.30 0.33 0.50 0.67* 0.19 0.00 0.19 49.35 0.33 0.50 0.67* 0.19 0.00 0.19 49.40 0.33 0.50 0.67* 0.18 0.00 0.18 49.45 0.33 0.50 0.68* 0.17 0.00 0.17 49.50 0.33 0.50 0.68* 0.17 0.00 0.17 49.55 0.34 0.49 0.68* 0.16 0.00 0.16 49.60 0.34 0.49 0.68* 0.16 0.00 0.16 49.65 0.34 0.49 0.68* 0.15 0.00 0.15 49.70 0.34 0.49 0.68* 0.15 0.00 0.15 49.75 0.34 0.49 0.68* 0.14 0.00 0.14 49.80 0.34 0.49 0.68* 0.13 0.00 0.13 49.85 0.34 0.49 0.68* 0.13 0.00 0.13 49.90 0.34 0.49 0.68* 0.12 0.00 0.12 49.95 0.34 0.49 0.68* 0.12 0.00 0.12 50.00 0.34 0.49 0.69* 0.11 0.00 0.11 50.05 0.34 0.49 0.68* 0.11 0.00 0.11 50.10 0.34 0.49 0.68* 0.10 0.00 0.10 50.15 0.34 0.49 0.68* 0.10 0.00 0.10 50.20 0.34 0.49 0.68* 0.09 0.00 0.09 50.25 0.34 0.49 0.68* 0.08 0.00 0.08 50.30 0.34 0.49 0.68* 0.08 0.00 0.08 50.35 0.34 0.49 0.68* 0.07 0.00 0.07 50.40 0.34 0.49 0.68* 0.07 0.00 0.07 50.45 0.34 0.49 0.68* 0.06 0.00 0.06 50.50 0.34 0.49 0.68* 0.06 0.00 0.06 50.55 0.34 0.49 0.68* 0.05 0.00 0.05 50.60 0.34 0.49 0.68* 0.04 0.00 0.04 S0.65 0.34 0.49 0.68* 0.04 0.00 0.04 50.70 0.34 0.49 0.68* 0.03 0.00 0.03 50.75 0.34 0.49 0.68* 0.03 0.00 0.03 50.80 0.34 0.49 0.68* 0.02 0.00 0.02 50.85 0.34 0.49 0.68* 0.02 0.00 0.02 50.90 0.34 0.49 0.68* 0.01 0.00 0.01 50.95 0.34 0.49 0.68* 0.01 0.00 0.01 51.00 0.33 0.49 0.68* 0.00 0.00 0.00 * F.S.<1, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Welcome to LiquefyPro! 1 atm (atmosphere) = 1 tsf (ton/ft2) Page 23 BH-2 Summary Liquefy.sum CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRsf 5—sat Settlement from saturated sands S_dry Settlement from Unsaturated Sands Sall Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 24 LIQUEFACTION ANALYSIS Andalusia-westside Development Hole No- BH--6 Water Depth=20 ft Surface Elev.-455 Magnitude-7.34 Acceferation=0.513g Shear Stress Ratio Factor of Safety Settlement ft 5 0 (in.) 10 iTTTfi�r a - 20 J 30 F F i 40 50 fsf=1.30 CRR ---- CSR fsl-- S = 1.03 in. Shaded Zone has Liquefaction potential Saturated Unsaturat. 60 70 . Irwlj ! Vul-I %+Qrporavoln 544-19025 Plate A.j BH-6 Summary Liquefy.sum ************************************************************************************ ******************* LIQUEFACTION ANALYSIS SUMMARY Copyright by CivilTech Software www.civiltech.com ************************************************************************************ ******************* Font: Courier New, Regular, Size 8 is recommended for this report. Licensed to , 2/14/2019 10:26:35 AM Input File Name: G:\Liquefy5\544-19025 BH-2.liq Title: Andalusia-Westside Development Subtitle: 544-19025 Surface Elev.=-55 Hole No.=BH-6 Depth of Hole= 51.00 ft Water Table during Earthquake= 20.00 ft Water Table during In -Situ Testing= 47.00 ft Max. Acceleration= 0.51 g Earthquake Magnitude= 7.34 Input Data: Surface Elev.=-55 Hole No.=BH-6 Depth of Hole=51.00 ft Water Table during Earthquake= 20.00 ft Water Table during In -Situ Testing= 47.00 ft Max. Acceleration=0.51 g Earthquake Magnitude=7.34 No -Liquefiable Soils: Based on Analysis 1. SPT or BPT Calculation. 2. Settlement Analysis Method: Tokimatsu, M-correction 3. Fines Correction for Liquefaction: Modify Stark/Olson 4. Fine Correction for Settlement: During Liquefaction* 5. Settlement Calculation in: All zones* 6. Hammer Energy Ratio, Ce = 1.25 7. Borehole Diameter, Cb= 1 8. Sampling Method, Cs= 1 9. User request factor of safety (apply to CSR) User= 1.3 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options Page 1 BH-6 Summary Liquefy.sum In -Situ Test Data: Depth SPT gamma Fines ft pcf % 0.00 26.66 108.20 14.60 2.00 26.66 108.20 14.60 5.00 13.33 104.80 13.40 10.00 52.00 104.80 78.80 15.00 25.33 105.40 92.10 20.00 36.00 105.40 39.90 25.00 18.66 109.50 41.00 30.00 53.00 109.50 11.70 35.00 10.66 120.00 75.30 40.00 35.00 120.00 84.90 45.00 6.66 119.90 95.60 50.00 18.00 119.90 84.60 Output Results: Settlement of Saturated Sands=0.96 in. Settlement of Unsaturated Sands=0.08 in. Total Settlement of Saturated and Unsaturated Sands=1.03 in. Differential Settlement=0.517 to 0.683 in. Depth CRRm CSRfs F.S. S_sat. S_dry Sall ft in. in. in. 0.00 1.03 0.53 0.43 5.00 0.96 0.08 0.05 0.53 0.43 5.00 0.96 0.08 1.03 0.10 0.53 0.43 5.00 0.96 0.08 1.03 0.15 0.53 0.43 5.00 0.96 0.08 1.03 0.20 0.53 0.43 5.00 0.96 0.08 1.03 0.25 0.53 0.43 5.00 0.96 0.08 1.03 0.30 0.53 0.43 5.00 0.96 0.08 1.03 0.35 0.53 0.43 5.00 0.96 0.08 1.03 0.40 0.53 0.43 5.00 0.96 0.08 1.03 0.45 0.53 0.43 5.00 0.96 0.08 1.03 0.50 0.53 0.43 5.00 0.96 0.08 1.03 0.55 0.53 0.43 5.00 0.96 0.08 1.03 0.60 0.53 0.43 5.00 0.96 0.08 1.03 0.65 0.53 0.43 5.00 0.96 0.08 1.03 0.70 0.53 0.43 5.00 0.96 0.08 1.03 0.75 0.53 0.43 5.00 0.96 0.08 1.03 0.80 0.53 0.43 5.00 0.96 0.08 1.03 0.85 0.53 0.43 5.00 0.96 0.08 1.03 0.90 0.53 0.43 5.00 0.96 0.08 1.03 0.95 0.53 0.43 5.00 0.96 0.08 1.03 1.00 0.53 0.43 5.00 0.96 0.08 1.03 Page 2 BH-6 Summary Liquefy.sum 1.05 0.53 0.43 5.00 0.96 0.08 1.03 1.10 0.53 0.43 5.00 0.96 0.08 1.03 1.15 0.53 0.43 5.00 0.96 0.08 1.03 1.20 0.53 0.43 5.00 0.96 0.08 1.03 1.25 0.53 0.43 5.00 0.96 0.08 1.03 1.30 0.53 0.43 5.00 0.96 0.08 1.03 1.35 0.53 0.43 5.00 0.96 0.08 1.03 1.40 0.53 0.43 5.00 0.96 0.08 1.03 1.45 0.53 0.43 5.00 0.96 0.08 1.03 1.50 0.53 0.43 5.00 0.96 0.08 1.03 1.55 0.53 0.43 5.00 0.96 0.08 1.03 1.60 0.53 0.43 5.00 0.96 0.08 1.03 1.65 0.53 0.43 5.00 0.96 0.08 1.03 1.70 0.53 0.43 5.00 0.96 0.08 1.03 1.75 0.53 0.43 5.00 0.96 0.08 1.03 1.80 0.53 0.43 5.00 0.96 0.08 1.03 1.85 0.53 0.43 5.00 0.96 0.08 1.03 1.90 0.53 0.43 S.00 0.96 0.08 1.03 1.95 0.53 0.43 5.00 0.96 0.08 1.03 2.00 0.53 0.43 5.00 0.96 0.08 1.03 2.05 0.53 0.43 5.00 0.96 0.08 1.03 2.10 0.53 0.43 5.00 0.96 0.07 1.03 2.15 0.53 0.43 5.00 0.96 0.07 1.03 2.20 0.53 0.43 5.00 0.96 0.07 1.03 2.25 0.53 0.43 5.00 0.96 0.07 1.03 2.30 0.53 0.43 5.00 0.96 0.07 1.03 2.35 0.53 0.43 5.00 0.96 0.07 1.03 2.40 0.53 0.43 5.00 0.96 0.07 1.03 2.45 0.53 0.43 5.00 0.96 0.07 1.03 2.50 0.53 0.43 5.00 0.96 0.07 1.03 2.55 0.53 0.43 5.00 0.96 0.07 1.03 2.60 0.53 0.43 5.00 0.96 0.07 1.03 2.65 0.53 0.43 5.00 0.96 0.07 1.03 2.70 0.53 0.43 5.00 0.96 0.07 1.03 2.75 0.53 0.43 5.00 0.96 0.07 1.03 2.80 0.53 0.43 5.00 0.96 0.07 1.03 2.85 0.53 0.43 5.00 0.96 0.07 1.03 2.90 0.53 0.43 5.00 0.96 0.07 1.03 2.95 0.53 0.43 5.00 0.96 0.07 1.03 3.00 0.53 0.43 5.00 0.96 0.07 1.03 3.05 0.53 0.43 5.00 0.96 0.07 1.03 3.10 0.53 0.43 S.00 0.96 0.07 1.03 3.15 0.53 0.43 5.00 0.96 0.07 1.03 3.20 0.53 0.43 5.00 0.96 0.07 1.03 3.25 0.53 0.43 5.00 0.96 0.07 1.03 3.30 0.53 0.43 5.00 0.96 0.07 1.03 3.35 0.53 0.43 5.00 0.96 0.07 1.03 3.40 0.53 0.43 5.00 0.96 0.07 1.03 Page 3 BH-6 Summary Liquefy.sum 3.45 0.53 0.43 5.00 0.96 0.07 1.03 3.50 0.53 0.43 5.00 0.96 0.07 1.03 3.55 0.53 0.43 5.00 0.96 0.07 1.03 3.60 0.53 0.43 5.00 0.96 0.07 1.03 3.65 0.53 0.43 5.00 0.96 0.07 1.03 3.70 0.53 0.43 5.00 0.96 0.07 1.03 3.75 0.53 0.43 5.00 0.96 0.07 1.03 3.80 0.53 0.43 5.00 0.96 0.07 1.03 3.85 0.53 0.43 5.00 0.96 0.07 1.03 3.90 0.53 0.43 5.00 0.96 0.07 1.03 3.95 0.53 0.43 5.00 0.96 0.07 1.03 4.00 0.53 0.43 5.00 0.96 0.07 1.03 4.05 0.51 0.43 5.00 0.96 0.07 1.03 4.10 0.44 0.43 5.00 0.96 0.07 1.03 4.15 0.41 0.43 5.00 0.96 0.07 1.03 4.20 0.40 0.43 5.00 0.96 0.07 1.03 4.25 0.38 0.43 5.00 0.96 0.07 1.03 4.30 0.37 0.43 5.00 0.96 0.07 1.03 4.35 0.36 0.43 5.00 0.96 0.07 1.03 4.40 0.35 0.43 5.00 0.96 0.07 1.02 4.45 0.34 0.43 5.00 0.96 0.07 1.02 4.50 0.33 0.43 5.00 0.96 0.07 1.02 4.55 0.33 0.43 5.00 0.96 0.07 1.02 4.60 0.32 0.43 5.00 0.96 0.07 1.02 4.65 0.31 0.43 5.00 0.96 0.07 1.02 4.70 0.31 0.43 5.00 0.96 0.07 1.02 4.75 0.30 0.43 5.00 0.96 0.06 1.02 4.80 0.29 0.43 5.00 0.96 0.06 1.02 4.85 0.29 0.43 5.00 0.96 0.06 1.02 4.90 0.28 0.43 5.00 0.96 0.06 1.02 4.95 0.28 0.43 5.00 0.96 0.06 1.02 5.00 0.27 0.43 5.00 0.96 0.06 1.02 5.05 0.28 0.43 5.00 0.96 0.06 1.02 5.10 0.30 0.43 5.00 0.96 0.06 1.02 5.15 0.31 0.43 5.00 0.96 0.06 1.02 5.20 0.32 0.43 5.00 0.96 0.06 1.02 5.25 0.34 0.43 5.00 0.96 0.06 1.02 5.30 0.36 0.43 5.00 0.96 0.06 1.02 5.35 0.38 0.43 5.00 0.96 0.06 1.02 5.40 0.42 0.43 5.00 0.96 0.06 1.02 5.45 0.53 0.43 5.00 0.96 0.06 1.02 5.50 0.53 0.43 5.00 0.96 0.06 1.02 5.55 0.53 0.43 5.00 0.96 0.06 1.02 5.60 0.53 0.43 5.00 0.96 0.06 1.02 5.65 0.53 0.43 5.00 0.96 0.06 1.02 5.70 0.53 0.43 5.00 0.96 0.06 1.02 5.75 0.53 0.43 5.00 0.96 0.06 1.02 5.80 0.53 0.43 5.00 0.96 0.06 1.02 Page 4 BH-6 Summary Liquefy.sum 5.85 0.53 0.43 5.00 0.96 0.06 1.02 5.90 0.53 0.43 5.00 0.96 0.06 1.02 5.95 0.53 0.43 5.00 0.96 0.06 1.02 6.00 0.53 0.43 5.00 0.96 0.06 1.01 6.05 0.53 0.43 5.00 0.96 0.06 1.01 6.10 0.53 0.43 5.00 0.96 0.06 1.01 6.15 0.53 0.43 5.00 0.96 0.06 1.01 6.20 0.53 0.43 5.00 0.96 0.06 1.01 6.25 0.53 0.43 5.00 0.96 0.06 1.01 6.30 0.53 0.43 5.00 0.96 0.06 1.01 6.35 0.53 0.43 5.00 0.96 0.06 1.01 6.40 0.53 0.43 5.00 0.96 0.06 1.01 6.45 0.53 0.43 5.00 0.96 0.06 1.01 6.50 0.53 0.43 5.00 0.96 0.06 1.01 6.55 0.53 0.43 5.00 0.96 0.06 1.01 6.60 0.53 0.43 5.00 0.96 0.06 1.01 6.65 0.53 0.43 5.00 0.96 0.06 1.01 6.70 0.53 0.43 5.00 0.96 0.06 1.01 6.7S 0.53 0.43 5.00 0.96 0.06 1.01 6.80 0.53 0.43 5.00 0.96 0.06 1.01 6.85 0.53 0.43 5.00 0.96 0.06 1.01 6.90 0.53 0.43 5.00 0.96 0.05 1.01 6.95 0.53 0.43 5.00 0.96 0.05 1.01 7.00 0.53 0.43 5.00 0.96 0.05 1.01 7.05 0.53 0.43 5.00 0.96 0.05 1.01 7.10 0.53 0.43 5.00 0.96 0.05 1.01 7.15 0.53 0.43 5.00 0.96 0.05 1.01 7.20 0.53 0.43 5.00 0.96 0.05 1.01 7.25 0.53 0.43 5.00 0.96 0.05 1.01 7.30 0.S3 0.43 5.00 0.96 0.05 1.01 7.35 0.53 0.43 5.00 0.96 0.05 1.01 7.40 0.53 0.43 5.00 0.96 0.05 1.01 7.45 0.53 0.43 5.00 0.96 0.05 1.01 7.50 0.53 0.43 5.00 0.96 0.05 1.01 7.55 0.53 0.43 5.00 0.96 0.05 1.01 7.60 0.53 0.43 5.00 0.96 0.05 1.01 7.65 0.53 0.43 5.00 0.96 0.05 1.01 7.70 0.53 0.43 5.00 0.96 0.05 1.01 7.75 0.53 0.43 5.00 0.96 0.05 1.01 7.80 0.53 0.43 5.00 0.96 0.05 1.01 7.85 0.53 0.43 5.00 0.96 0.05 1.01 7.90 0.53 0.43 5.00 0.96 0.05 1.01 7.95 0.53 0.43 5.00 0.96 0.05 1.01 8.00 0.53 0.43 5.00 0.96 0.05 1.01 8.05 0.53 0.43 5.00 0.96 0.05 1.01 8.10 0.53 0.43 5.00 0.96 0.05 1.01 8.15 0.53 0.43 5.00 0.96 0.05 1.01 8.20 0.53 0.43 5.00 0.96 0.05 1.01 Page 5 n 8H-6 Summary Liquefy.sum 8.25 0.53 0.43 5.00 0.96 0.05 1.01 8.30 0.53 0.43 5.00 0.96 0.05 1.01 8.35 0.53 0.43 5.00 0.96 0.05 1.01 8.40 0.53 0.42 5.00 0.96 0.05 1.01 8.45 0.53 0.42 5.00 0.96 0.05 1.01 8.50 0.53 0.42 5.00 0.96 0.05 1.01 8.55 0.53 0.42 5.00 0.96 0.05 1.01 8.60 0.53 0.42 5.00 0.96 0.05 1.01 8.65 0.53 0.42 5.00 0.96 0.05 1.01 8.70 0.53 0.42 5.00 0.96 0.05 1.01 8.75 0.53 0.42 5.00 0.96 0.05 1.01 8.80 0.53 0.42 5.00 0.96 0.05 1.01 8.85 0.53 0.42 5.00 0.96 0.05 1.01 8.90 0.53 0.42 5.00 0.96 0.05 1.01 8.95 0.53 0.42 5.00 0.96 0.05 1.01 9.00 0.53 0.42 5.00 0.96 0.05 1.01 9.05 0.53 0.42 5.00 0.96 0.05 1.01 9.10 0.53 0.42 5.00 0.96 0.05 1.01 9.15 0.53 0.42 5.00 0.96 0.05 1.01 9.20 0.53 0.42 5.00 0.96 0.05 1.01 9.25 0.53 0.42 5.00 0.96 0.05 1.01 9.30 0.53 0.42 5.00 0.96 0.05 1.01 9.35 0.53 0.42 5.00 0.96 0.05 1.01 9.40 0.53 0.42 5.00 0.96 0.05 1.01 9.45 0.53 0.42 5.00 0.96 0.05 1.01 9.50 0.53 0.42 5.00 0.96 0.05 1.01 9.S5 0.53 0.42 5.00 0.96 0.05 1.01 9.60 0.53 0.42 5.00 0.96 0.05 1.01 9.65 0.53 0.42 S.00 0.96 0.05 1.00 9.70 0.53 0.42 5.00 0.96 0.05 1.00 9.75 0.53 0.42 5.00 0.96 0.05 1.00 9.80 0.53 0.42 5.00 0.96 0.05 1.00 9.85 0.53 0.42 5.00 0.96 0.05 1.00 9.90 0.53 0.42 5.00 0.96 0.05 1.00 9.95 0.53 0.42 5.00 0.96 0.05 1.00 10.00 0.53 0.42 5.00 0.96 0.05 1.00 10.05 0.53 0.42 5.00 0.96 0.05 1.00 10.10 0.53 0.42 5.00 0.96 0.05 1.00 10.15 0.53 0.42 5.00 0.96 0.05 1.00 10.20 0.53 0.42 5.00 0.96 0.05 1.00 10.25 0.53 0.42 5.00 0.96 0.05 1.00 10.30 0.53 0.42 S.00 0.96 0.05 1.00 10.35 0.53 0.42 5.00 0.96 0.05 1.00 10.40 0.53 0.42 5.00 0.96 0.05 1.00 10.45 0.53 0.42 5.00 0.96 0.05 1.00 10.50 0.53 0.42 5.00 0.96 0.05 1.00 10.55 0.53 0.42 5.00 0.96 0.05 1.00 10.60 0.53 0.42 5.00 0.96 0.04 1.00 Page 6 BH-6 Summary Liquefy.sum 10.65 0.53 0.42 5.00 0.96 0.04 1.00 10.70 0.53 0.42 5.00 0.96 0.04 1.00 10.75 0.53 0.42 5.00 0.96 0.04 1.00 10.80 0.53 0.42 5.00 0.96 0.04 1.00 10.85 0.53 0.42 5.00 0.96 0.04 1.00 10.90 0.53 0.42 5.00 0.96 0.04 1.00 10.95 0.53 0.42 5.00 0.96 0.04 1.00 11.00 0.53 0.42 5.00 0.96 0.04 1.00 11.05 0.53 0.42 5.00 0.96 0.04 1.00 11.10 0.53 0.42 5.00 0.96 0.04 1.00 11.15 0.53 0.42 5.00 0.96 0.04 1.00 11.20 0.53 0.42 5.00 0.96 0.04 1.00 11.25 0.53 0.42 5.00 0.96 0.04 1.00 11.30 0.53 0.42 5.00 0.96 0.04 1.00 11.35 0.53 0.42 5.00 0.96 0.04 1.00 11.40 0.53 0.42 5.00 0.96 0.04 1.00 11.4S 0.53 0.42 5.00 0.96 0.04 1.00 11.50 0.53 0.42 5.00 0.96 0.04 1.00 11.55 0.53 0.42 5.00 0.96 0.04 1.00 11.60 0.53 0.42 5.00 0.96 0.04 1.00 11.65 0.53 0.42 5.00 0.96 0.04 1.00 11.70 0.53 0.42 5.00 0.96 0.04 1.00 11.75 0.S3 0.42 5.00 0.96 0.04 1.00 11.80 0.53 0.42 5.00 0.96 0.04 1.00 11.85 0.53 0.42 5.00 0.96 0.04 1.00 11.90 0.53 0.42 5.00 0.96 0.04 1.00 11.95 0.53 0.42 5.00 0.96 0.04 1.00 12.00 0.53 0.42 5.00 0.96 0.04 1.00 12.05 0.53 0.42 5.00 0.96 0.04 1.00 12.10 0.53 0.42 5.00 0.96 0.04 1.00 12.15 0.53 0.42 5.00 0.96 0.04 1.00 12.20 0.53 0.42 5.00 0.96 0.04 1.00 12.25 0.53 0.42 5.00 0.96 0.04 1.00 12.30 0.53 0.42 5.00 0.96 0.04 1.00 12.35 0.53 0.42 5.00 0.96 0.04 1.00 12.40 0.53 0.42 5.00 0.96 0.04 1.00 12.45 0.53 0.42 5.00 0.96 0.04 1.00 12.50 0.53 0.42 5.00 0.96 0.04 1.00 12.55 0.53 0.42 5.00 0.96 0.04 1.00 12.60 0.53 0.42 5.00 0.96 0.04 1.00 12.65 0.53 0.42 5.00 0.96 0.04 1.00 12.70 0.53 0.42 5.00 0.96 0.04 1.00 12.75 0.53 0.42 5.00 0.96 0.04 1.00 12.80 0.53 0.42 5.00 0.96 0.04 1.00 12.85 0.53 0.42 5.00 0.96 0.04 1.00 12.90 0.53 0.42 5.00 0.96 0.04 1.00 12.95 0.53 0.42 5.00 0.96 0.04 1.00 13.00 0.53 0.42 5.00 0.96 0.04 1.00 Page 7 BH-6 Summary Liquefy.sum 13.05 0.53 0.42 5.00 0.96 0.04 1.00 13.10 0.53 0.42 5.00 0.96 0.04 1.00 13.15 0.53 0.42 5.00 0.96 0.04 0.99 13.20 0.53 0.42 5.00 0.96 0.04 0.99 13.25 0.53 0.42 5.00 0.96 0.04 0.99 13.30 0.53 0.42 5.00 0.96 0.04 0.99 13.35 0.53 0.42 5.00 0.96 0.04 0.99 13.40 0.53 0.42 5.00 0.96 0.04 0.99 13.45 0.53 0.42 5.00 0.96 0.04 0.99 13.50 0.53 0.42 5.00 0.96 0.04 0.99 13.55 0.53 0.42 5.00 0.96 0.04 0.99 13.60 0.53 0.42 5.00 0.96 0.04 0.99 13.65 0.53 0.42 5.00 0.96 0.04 0.99 13.70 0.53 0.42 5.00 0.96 0.04 0.99 13.75 0.53 0.42 5.00 0.96 0.04 0.99 13.80 0.53 0.42 5.00 0.96 0.04 0.99 13.85 0.53 0.42 5.00 0.96 0.03 0.99 13.90 0.53 0.42 5.00 0.96 0.03 0.99 13.95 0.53 0.42 5.00 0.96 0.03 0.99 14.00 0.53 0.42 5.00 0.96 0.03 0.99 14.05 0.53 0.42 5.00 0.96 0.03 0.99 14.10 0.53 0.42 5.00 0.96 0.03 0.99 14.15 0.53 0.42 5.00 0.96 0.03 0.99 14.20 0.53 0.42 5.00 0.96 0.03 0.99 14.25 0.53 0.42 5.00 0.96 0.03 0.99 14.30 0.53 0.42 5.00 0.96 0.03 0.99 14.35 0.53 0.42 5.00 0.96 0.03 0.99 14.40 0.53 0.42 5.00 0.96 0.03 0.99 14.45 0.53 0.42 5.00 0.96 0.03 0.99 14.50 0.53 0.42 5.00 0.96 0.03 0.99 14.55 0.53 0.42 5.00 0.96 0.03 0.99 14.60 0.53 0.42 5.00 0.96 0.03 0.99 14.65 0.53 0.42 5.00 0.96 0.03 0.99 14.70 0.53 0.42 5.00 0.96 0.03 0.99 14.75 0.53 0.42 5.00 0.96 0.03 0.99 14.80 0.53 0.42 5.00 0.96 0.03 0.99 14.85 0.53 0.42 5.00 0.96 0.03 0.99 14.90 0.53 0.42 5.00 0.96 0.03 0.99 14.95 0.53 0.42 5.00 0.96 0.03 0.99 15.00 0.53 0.42 5.00 0.96 0.03 0.99 15.05 0.53 0.42 5.00 0.96 0.03 0.99 15.10 0.53 0.42 5.00 0.96 0.03 0.99 15.15 0.53 0.42 5.00 0.96 0.03 0.99 15.20 0.53 0.42 5.00 0.96 0.03 0.99 15.25 0.53 0.42 5.00 0.96 0.03 0.99 15.30 0.53 0.42 5.00 0.96 0.03 0.99 15.35 0.53 0.42 5.00 0.96 0.03 0.99 15.40 0.53 0.42 5.00 0.96 0.03 0.99 Page 8 BH-6 Summary Liquefy.sum 15.45 0.53 0.42 5.00 0.96 0.03 0.99 15.50 0.53 0.42 5.00 0.96 0.03 0.98 15.55 0.53 0.42 5.00 0.96 0.03 0.98 15.60 0.53 0.42 5.00 0.96 0.03 0.98 15.65 0.53 0.42 5.00 0.96 0.03 0.98 15.70 0.53 0.42 5.00 0.96 0.03 0.98 15.75 0.53 0.42 5.00 0.96 0.03 0.98 15.80 0.53 0.42 5.00 0.96 0.03 0.98 15.85 0.53 0.42 5.00 0.96 0.03 0.98 15.90 0.53 0.42 5.00 0.96 0.03 0.98 15.95 0.53 0.42 5.00 0.96 0.03 0.98 16.00 0.53 0.42 5.00 0.96 0.03 0.98 16.05 0.53 0.42 5.00 0.96 0.02 0.98 16.10 0.53 0.42 5.00 0.96 0.02 0.98 16.15 0.53 0.42 5.00 0.96 0.02 0.98 16.20 0.53 0.42 5.00 0.96 0.02 0.98 16.25 0.53 0.42 5.00 0.96 0.02 0.98 16.30 0.53 0.42 5.00 0.96 0.02 0.98 16.35 0.53 0.42 5.00 0.96 0.02 0.98 16.40 0.53 0.42 5.00 0.96 0.02 0.98 16.45 0.53 0.42 5.00 0.96 0.02 0.98 16.50 0.53 0.42 5.00 0.96 0.02 0.98 16.55 0.53 0.42 5.00 0.96 0.02 0.98 16.60 0.53 0.42 5.00 0.96 0.02 0.98 16.65 0.53 0.42 5.00 0.96 0.02 0.98 16.70 0.53 0.42 5.00 0.96 0.02 0.98 16.75 0.53 0.42 5.00 0.96 0.02 0.98 16.80 0.53 0.42 5.00 0.96 0.02 0.98 16.85 0.53 0.42 5.00 0.96 0.02 0.98 16.90 0.53 0.42 5.00 0.96 0.02 0.98 16.95 0.53 0.42 5.00 0.96 0.02 0.98 17.00 0.53 0.42 5.00 0.96 0.02 0.98 17.05 0.53 0.42 5.00 0.96 0.02 0.98 17.10 0.53 0.42 5.00 0.96 0.02 0.98 17.15 0.53 0.42 5.00 0.96 0.02 0.98 17.20 0.53 0.42 5.00 0.96 0.02 0.98 17.25 0.53 0.42 5.00 0.96 0.02 0.98 17.30 0.53 0.42 5.00 0.96 0.02 0.98 17.35 0.53 0.42 5.00 0.96 0.02 0.98 17.40 0.53 0.42 5.00 0.96 0.02 0.97 17.45 0.53 0.42 5.00 0.96 0.02 0.97 17.50 0.53 0.42 5.00 0.96 0.02 0.97 17.55 0.53 0.42 5.00 0.96 0.02 0.97 17.60 0.53 0.42 5.00 0.96 0.02 0.97 17.65 0.S3 0.42 5.00 0.96 0.02 0.97 17.70 0.53 0.42 5.00 0.96 0.02 0.97 17.75 0.53 0.42 5.00 0.96 0.02 0.97 17.80 0.53 0.42 5.00 0.96 0.02 0.97 Page 9 BH-6 Summary Liquefy.sum 17.85 0.53 0.42 5.00 0.96 0.01 0.97 17.90 0.53 0.42 5.00 0.96 0.01 0.97 17.95 0.53 0.42 5.00 0.96 0.01 0.97 18.00 0.53 0.42 5.00 0.96 0.01 0.97 18.05 0.53 0.42 5.00 0.96 0.01 0.97 18.10 0.53 0.42 5.00 0.96 0.01 0.97 18.15 0.53 0.42 5.00 0.96 0.01 0.97 18.20 0.53 0.42 5.00 0.96 0.01 0.97 18.25 0.53 0.42 5.00 0.96 0.01 0.97 18.30 0.53 0.41 5.00 0.96 0.01 0.97 18.35 0.53 0.41 5.00 0.96 0.01 0.97 18.40 0.53 0.41 5.00 0.96 0.01 0.97 18.45 0.53 0.41 5.00 0.96 0.01 0.97 18.50 0.53 0.41 5.00 0.96 0.01 0.97 18.55 0.53 0.41 5.00 0.96 0.01 0.97 18.60 0.53 0.41 5.00 0.96 0.01 0.97 18.65 0.53 0.41 5.00 0.96 0.01 0.97 18.70 0.53 0.41 5.00 0.96 0.01 0.97 18.75 0.53 0.41 5.00 0.96 0.01 0.97 18.80 0.53 0.41 5.00 0.96 0.01 0.97 18.85 0.53 0.41 5.00 0.96 0.01 0.97 18.90 0.53 0.41 5.00 0.96 0.01 0.97 18.95 0.53 0.41 5.00 0.96 0.01 0.97 19.00 0.53 0.41 5.00 0.96 0.01 0.96 19.05 0.53 0.41 5.00 0.96 0.01 0.96 19.10 0.53 0.41 5.00 0.96 0.01 0.96 19.15 0.53 0.41 5.00 0.96 0.01 0.96 19.20 0.53 0.41 5.00 0.96 0.01 0.96 19.2S 0.53 0.41 5.00 0.96 0.01 0.96 19.30 0.53 0.41 5.00 0.96 0.01 0.96 19.35 0.53 0.41 5.00 0.96 0.01 0.96 19.40 0.53 0.41 5.00 0.96 0.00 0.96 19.45 0.53 0.41 5.00 0.96 0.00 0.96 19.50 0.53 0.41 5.00 0.96 0.00 0.96 19.55 0.53 0.41 S.00 0.96 0.00 0.96 19.60 0.S3 0.41 5.00 0.96 0.00 0.96 19.6S 0.53 0.41 5.00 0.96 0.00 0.96 19.70 0.53 0.41 5.00 0.96 0.00 0.96 19.75 0.53 0.41 5.00 0.96 0.00 0.96 19.80 0.S3 0.41 5.00 0.96 0.00 0.96 19.85 0.53 0.41 5.00 0.96 0.00 0.96 19.90 0.53 0.41 5.00 0.96 0.00 0.96 19.95 0.53 0.41 5.00 0.96 0.00 0.96 20.00 0.53 0.41 5.00 0.96 0.00 0.96 20.05 0.53 0.41 1.28 0.96 0.00 0.96 20.10 0.53 0.41 1.28 0.96 0.00 0.96 20.15 0.53 0.41 1.27 0.96 0.00 0.96 20.20 0.53 0.41 1.27 0.96 0.00 0.96 Page 10 BH-6 Summary Liquefy.sum 20.25 0.53 0.42 1.27 0.96 0.00 0.96 20.30 0.53 0.42 1.27 0.96 0.00 0.96 20.35 0.53 0.42 1.27 0.96 0.00 0.96 20.40 0.53 0.42 1.27 0.96 0.00 0.96 20.45 0.53 0.42 1.26 0.96 0.00 0.96 20.50 0.53 0.42 1.26 0.96 0.00 0.96 20.55 0.53 0.42 1.26 0.96 0.00 0.96 20.60 0.53 0.42 1.26 0.96 0.00 0.96 20.65 0.53 0.42 1.26 0.96 0.00 0.96 20.70 0.53 0.42 1.26 0.96 0.00 0.96 20.75 0.53 0.42 1.25 0.96 0.00 0.96 20.80 0.53 0.42 1.25 0.96 0.00 0.96 20.85 0.53 0.42 1.25 0.96 0.00 0.96 20.90 0.53 0.42 1.25 0.96 0.00 0.96 20.95 0.53 0.42 1.25 0.96 0.00 0.96 21.00 0.53 0.42 1.25 0.96 0.00 0.96 21.05 0.53 0.42 1.25 0.96 0.00 0.96 21.10 0.53 0.42 1.24 0.96 0.00 0.96 21.15 0.53 0.43 1.24 0.96 0.00 0.96 21.20 0.53 0.43 1.24 0.96 0.00 0.96 21.25 0.53 0.43 1.24 0.96 0.00 0.96 21.30 0.53 0.43 1.24 0.96 0.00 0.96 21.35 0.53 0.43 1.24 0.96 0.00 0.96 21.40 0.53 0.43 1.23 0.96 0.00 0.96 21.45 0.53 0.43 1.23 0.96 0.00 0.96 21.50 0.53 0.43 1.23 0.96 0.00 0.96 21.55 0.53 0.43 1.23 0.96 0.00 0.96 21.60 0.53 0.43 1.23 0.96 0.00 0.96 21.65 0.53 0.43 1.23 0.96 0.00 0.96 21.70 0.53 0.43 1.23 0.96 0.00 0.96 21.75 0.53 0.43 1.22 0.96 0.00 0.96 21.80 0.53 0.43 1.22 0.96 0.00 0.96 21.85 0.53 0.43 1.22 0.96 0.00 0.96 21.90 0.53 0.43 1.22 0.96 0.00 0.96 21.95 0.53 0.43 1.22 0.96 0.00 0.96 22.00 0.53 0.43 1.22 0.96 0.00 0.96 22.05 0.53 0.43 1.22 0.96 0.00 0.96 22.10 0.53 0.43 1.21 0.96 0.00 0.96 22.15 0.53 0.44 1.21 0.96 0.00 0.96 22.20 0.53 0.44 1.21 0.96 0.00 0.96 22.25 0.53 0.44 1.21 0.96 0.00 0.96 22.30 0.53 0.44 1.21 0.96 0.00 0.96 22.35 0.53 0.44 1.21 0.96 0.00 0.96 22.40 0.53 0.44 1.21 0.96 0.00 0.96 22.45 0.53 0.44 1.20 0.96 0.00 0.96 22.50 0.53 0.44 1.20 0.96 0.00 0.96 22.55 0.53 0.44 1.20 0.96 0.00 0.96 22.60 0.53 0.44 1.20 0.96 0.00 0.96 Page 11 BH-6 Summary Liquefy.sum 22.65 0.53 0.44 1.20 0.96 0.00 0.96 22.70 0.53 0.44 1.20 0.96 0.00 0.96 22.75 0.53 0.44 1.20 0.96 0.00 0.96 22.80 0.53 0.44 1.20 0.96 0.00 0.96 22.85 0.53 0.44 1.19 0.96 0.00 0.96 22.90 0.53 0.44 1.19 0.96 0.00 0.96 22.95 0.53 0.44 1.19 0.96 0.00 0.96 23.00 0.53 0.44 1.19 0.96 0.00 0.96 23.05 0:S3 0.44 1.19 0.96 0.00 0.96 23.10 0.53 0.44 1.19 0.96 0.00 0.96 23.15 0.53 0.45 1.19 0.96 0.00 0.96 23.20 0.53 0.45 1.18 0.96 0.00 0.96 23.25 0.53 0.45 1.18 0.96 0.00 0.96 23.30 0.53 0.45 1.18 0.96 0.00 0.96 23.35 0.53 0.45 1.18 0.96 0.00 0.96 23.40 0.53 0.45 1.18 0.96 0.00 0.96 23.45 0.53 0.45 1.18 0.96 0.00 0.96 23.50 0.53 0.45 1.18 0.96 0.00 0.96 23.55 0.53 0.45 1.18 0.96 0.00 0.96 23.60 0.53 0.45 1.18 0.96 0.00 0.96 23.65 0.53 0.45 1.17 0.96 0.00 0.96 23.70 0.53 0.45 1.17 0.96 0.00 0.96 23.75 0.53 0.45 1.17 0.95 0.00 0.95 23.80 0.53 0.45 1.17 0.95 0.00 0.95 23.85 0.53 0.45 1.17 0.95 0.00 0.95 23.90 0.53 0.45 1.17 0.95 0.00 0.95 23.95 0.53 0.45 1.17 0.95 0.00 0.95 24.00 0.53 0.45 1.17 0.95 0.00 0.95 24.05 0.53 0.45 1.16 0.95 0.00 0.95 24.10 0.53 0.45 1.16 0.95 0.00 0.95 24.15 0.53 0.45 1.16 0.95 0.00 0.95 24.20 0.53 0.46 1.16 0.94 0.00 0.94 24.25 0.53 0.46 1.16 0.94 0.00 0.94 24.30 0.53 0.46 1.16 0.94 0.00 0.94 24.35 0.53 0.46 1.16 0.94 0.00 0.94 24.40 0.53 0.46 1.16 0.93 0.00 0.93 24.45 0.53 0.46 1.16 0.93 0.00 0.93 24.50 0.53 0.46 1.15 0.93 0.00 0.93 24.S5 0.53 0.46 1.15 0.92 0.00 0.92 24.60 0.51 0.46 1.10 0.92 0.00 0.92 24.65 0.46 0.46 1.00 0.91 0.00 0.91 24.70 0.44 0.46 0.95* 0.91 0.00 0.91 24.75 0.42 0.46 0.91* 0.91 0.00 0.91 24.80 0.41 0.46 0.89* 0.90 0.00 0.90 24.85 0.40 0.46 0.86* 0.90 0.00 0.90 24.90 0.39 0.46 0.85* 0.89 0.00 0.89 24.95 0.38 0.46 0.83* 0.89 0.00 0.89 25.00 0.38 0.46 0.81* 0.88 0.00 0.88 Page 12 BH-6 Summary Liquefy.sum 25.05 0.38 0.46 0.83* 0.88 0.00 0.88 25.10 0.40 0.46 0.85* 0.87 0.00 0.87 25.15 0.41 0.46 0.88* 0.87 0.00 0.87 25.20 0.43 0.46 0.92* 0.86 0.00 0.86 25.25 0.45 0.46 0.97* 0.86 0.00 0.86 25.30 0.51 0.46 1.09 0.85 0.00 0.85 25.35 0.53 0.47 1.14 0.85 0.00 0.85 25.40 0.53 0.47 1.13 0.85 0.00 0.85 25.45 0.53 0.47 1.13 0.84 0.00 0.84 25.50 0.53 0.47 1.13 0.84 0.00 0.84 25.55 0.53 0.47 1.13 0.83 0.00 0.83 25.60 0.53 0.47 1.13 0.83 0.00 0.83 25.65 0.53 0.47 1.13 0.83 0.00 0.83 25.70 0.53 0.47 1.13 0.83 0.00 0.83 25.75 0.53 0.47 1.13 0.82 0.00 0.82 25.80 0.53 0.47 1.13 0.82 0.00 0.82 25.85 0.53 0.47 1.13 0.82 0.00 0.82 25.90 _ 0.53 0.47 1.12 0.82 0.00 0.82 25.95 0.53 0.47 1.12 0.82 0.00 0.82 26.00 0.53 0.47 1.12 0.82 0.00 0.82 26.05 0.53 0.47 1.12 0.82 0.00 0.82 26.10 0.53 0.47 1.12 0.82 0.00 0.82 26.15 0.53 0.47 1.12 0.82 0.00 0.82 26.20 0.53 0.47 1.12 0.82 0.00 0.82 26.25 0.53 0.47 1.12 0.81 0.00 0.81 26.30 0.53 0.47 1.12 0.81 0.00 0.81 26.35 0.53 0.47 1.12 0.81 0.00 0.81 26.40 0.53 0.47 1.11 0.81 0.00 0.81 26.45 0.53 0.47 1.11 0.81 0.00 0.81 26.50 0.53 0.47 1.11 0.81 0.00 0.81 26.55 0.53 0.47 1.11 0.81 0.00 0.81 26.60 0.53 0.48 1.11 0.81 0.00 0.81 26.65 0.53 0.48 1.11 0.81 0.00 0.81 26.70 0.53 0.48 1.11 0.81 0.00 0.81 26.75 0.53 0.48 1.11 0.81 0.00 0.81 26.80 0.53 0.48 1.11 0.81 0.00 0.81 26.85 0.53 0.48 1.11 0.81 0.00 0.81 26.90 0.53 0.48 1.11 0.81 0.00 0.81 26.9S 0.53 0.48 1.10 0.81 0.00 0.81 27.00 0.53 0.48 1.10 0.81 0.00 0.81 27.05 0.53 0.48 1.10 0.81 0.00 0.81 27.10 0.53 0.48 1.10 0.81 0.00 0.81 27.15 0.53 0.48 1.10 0.81 0.00 0.81 27.20 0.53 0.48 1.10 0.81 0.00 0.81 27.25 0.53 0.48 1.10 0.81 0.00 0.81 27.30 0.53 0.48 1.10 0.81 0.00 0.81 27.35 0.53 0.48 1.10 0.81 0.00 0.81 27.40 0.53 0.48 1.10 0.81 0.00 0.81 Page 13 BH-6 Summary Liquefy.sum 27.45 0.53 0.48 1.10 0.81 0.00 0.81 27.50 0.53 0.48 1.09 0.81 0.00 0.81 27.55 0.53 0.48 1.09 0.81 0.00 0.81 27.60 0.53 0.48 1.09 0.81 0.00 0.81 27.65 0.53 0.48 1.09 0.81 0.00 0.81 27.70 0.S3 0.48 1.09 0.81 0.00 0.81 27.75 0.53 0.48 1.09 0.81 0.00 0.81 27.80 0.53 0.48 1.09 0.81 0.00 0.81 27.85 0.53 0.49 1.09 0.81 0.00 0.81 27.90 0.53 0.49 1.09 0.81 0.00 0.81 27.95 0.53 0.49 1.09 0.81 0.00 0.81 28.00 0.53 0.49 1.09 0.81 0.00 0.81 28.05 0.53 0.49 1.09 0.81 0.00 0.81 28.10 0.53 0.49 1.08 0.81 0.00 0.81 28.15 0.53 0.49 1.08 0.81 0.00 0.81 28.20 0.53 0.49 1.08 0.81 0.00 0.81 28.25 0.53 0.49 1.08 0.81 0.00 0.81 28.30 0.53 0.49 1.08 0.81 0.00 0.81 28.35 0.53 0.49 1.08 0.81 0.00 0.81 28.40 0.53 0.49 1.08 0.81 0.00 0.81 28.45 0.53 0.49 1.08 0.81 0.00 0.81 28.50 0.53 0.49 1.08 0.81 0.00 0.81 28.55 0.53 0.49 1.08 0.81 0.00 0.81 28.60 0.53 0.49 1.08 0.81 0.00 0.81 28.65 0.53 0.49 1.08 0.81 0.00 0.81 28.70 0.53 0.49 1.08 0.81 0.00 0.81 28.75 0.53 0.49 1.07 0.81 0.00 0.81 28.80 0.53 0.49 1.07 0.81 0.00 0.81 28.85 0.53 0.49 1.07 0.81 0.00 0.81 28.90 0.53 0.49 1.07 0.81 0.00 0.81 28.95 0.53 0.49 1.07 0.81 0.00 0.81 29.00 0.53 0.49 1.07 0.81 0.00 0.81 29.05 0.53 0.49 1.07 0.81 0.00 0.81 29.10 0.53 0.49 1.07 0.81 0.00 0.81 29.15 0.53 0.49 1.07 0.81 0.00 0.81 29.20 0.53 0.49 1.07 0.81 0.00 0.81 29.25 0.53 0.50 1.07 0.81 0.00 0.81 29.30 0.53 0.50 1.07 0.81 0.00 0.81 29.35 0.53 0.50 1.07 0.81 0.00 0.81 29.40 0.53 0.50 1.06 0.81 0.00 0.81 29.45 0.53 0.50 1.06 0.81 0.00 0.81 29.50 0.53 0.50 1.06 0.81 0.00 0.81 29.55 0.53 0.50 1.06 0.81 0.00 0.81 29.60 0.53 0.50 1.06 0.81 0.00 0.81 29.65 0.53 0.50 1.06 0.81 0.00 0.81 29.70 0.S3 0.50 1.06 0.81 0.00 0.81 29.75 0.53 0.50 1.06 0.81 0.00 0.81 29.80 0.53 0.50 1.06 0.81 0.00 0.81 Page 14 BH-6 Summary Liquefy.sum 29.85 0.53 0.50 1.06 0.81 0.00 0.81 29.90 0.53 0.50 1.06 0.81 0.00 0.81 29.95 0.S3 0.50 1.06 0.81 0.00 0.81 30.00 0.53 0.50 1.06 0.81 0.00 0.81 30.05 0.53 0.50 1.06 0.81 0.00 0.81 30.10 0.53 0.S0 1.06 0.81 0.00 0.81 30.15 0.53 0.50 1.05 0.81 0.00 0.81 30.20 0.53 0.50 1.05 0.81 0.00 0.81 30.25 0.53 0.50 1.05 0.81 0.00 0.81 30.30 0.53 0.50 1.05 0.81 0.00 0.81 30.35 0.53 0.50 1.05 0.81 0.00 0.81 30.40 0.53 0.50 1.05 0.81 0.00 0.81 30.45 0.53 0.50 1.05 0.81 0.00 0.81 30.50 0.53 0.50 1.05 0.81 0.00 0.81 30.55 0.53 0.50 1.06 0.81 0.00 0.81 30.60 0.53 0.50 1.06 0.81 0.00 0.81 30.65 0.S3 0.50 1.06 0.81 0.00 0.81 30.70 0.53 0.50 1.06 0.81 0.00 0.81 30.75 0.53 0.50 1.06 0.81 0.00 0.81 30.80 0.53 0.50 1.06 0.81 0.00 0.81 30.85 0.53 0.50 1.05 0.81 0.00 0.81 30.90 0.53 0.50 1.05 0.81 0.00 0.81 30.95 0.53 0.50 1.05 0.81 0.00 0.81 31.00 0.53 0.50 1.05 0.81 0.00 0.81 31.05 0.53 0.50 1.05 0.81 0.00 0.81 31.10 0.53 0.50 1.05 0.81 0.00 0.81 31.15 0.53 0.50 1.05 0.81 0.00 0.81 31.20 0.53 0.50 1.05 0.81 0.00 0.81 31.25 0.53 0.50 1.05 0.81 0.00 0.81 31.30 0.53 0.50 1.05 0.81 0.00 0.81 31.35 0.53 0.50 1.05 0.81 0.00 0.81 31.40 0.53 0.50 1.05 0.81 0.00 0.81 31.45 0.53 0.50 1.05 0.81 0.00 0.81 31.50 0.53 0.51 1.05 0.81 0.00 0.81 31.55 0.53 0.51 1.05 0.81 0.00 0.81 31.60 0.53 0.51 1.05 0.81 0.00 0.81 31.65 0.53 0.51 1.05 0.81 0.00 0.81 31.70 0.53 0.51 1.04 0.81 0.00 0.81 31.75 0.53 0.51 1.04 0.81 0.00 0.81 31.80 0.53 0.51 1.04 0.81 0.00 0.81 31.85 0.53 0.51 1.04 0.81 0.00 0.81 31.90 0.53 0.51 1.04 0.81 0.00 0.81 31.95 0.53 0.51 1.04 0.81 0.00 0.81 32.00 0.53 0.51 1.04 0.81 0.00 0.81 32.05 0.53 0.51 1.04 0.81 0.00 0.81 32.10 0.53 0.51 1.04 0.81 0.00 0.81 32.15 0.53 0.51 1.04 0.81 0.00 0.81 32.20 0.53 0.51 1.04 0.81 0.00 0.81 Page 15 BH-6 Summary Liquefy.sum 32.2S 0.53 0.51 1.04 0.81 0.00 0.81 32.30 0.53 0.51 1.04 0.81 0.00 0.81 32.35 0.53 0.51 1.04 0.81 0.00 0.81 32.40 0.53 0.51 1.04 0.81 0.00 0.81 32.45 0.53 0.51 1.04 0.81 0.00 0.81 32.50 0.53 0.51 1.04 0.81 0.00 0.81 32.55 0.53 0.51 1.04 0.81 0.00 0.81 32.60 0.53 0.51 1.03 0.81 0.00 0.81 32.65 0.53 0.51 1.03 0.81 0.00 0.81 32.70 0.53 0.51 1.03 0.81 0.00 0.81 32.75 0.53 0.51 1.03 0.81 0.00 0.81 32.80 0.52 0.51 1.03 0.81 0.00 0.81 32.85 0.52 0.51 1.03 0.81 0.00 0.81 32.90 0.52 0.51 1.03 0.81 0.00 0.81 32.95 0.52 0.51 1.03 0.81 0.00 0.81 33.00 0.52 0.51 1.03 0.81 0.00 0.81 33.05 0.52 0.51 1.03 0.81 0.00 0.81 33.10 0.52 0.51 1.03 0.81 0.00 0.81 33.15 0.52 0.51 1.03 0.81 0.00 0.81 33.20 0.52 0.S1 1.03 0.81 0.00 0.81 33.25 0.52 0.51 1.03 0.81 0.00 0.81 33.30 0.52 0.51 1.03 0.81 0.00 0.81 33.35 0.52 0.51 1.03 0.81 0.00 0.81 33.40 0.52 0.51 1.03 0.81 0.00 0.81 33.45 0.52 0.51 1.03 0.81 0.00 0.81 33.50 0.52 0.51 1.03 0.81 0.00 0.81 33.55 0.52 0.51 1.03 0.81 0.00 0.81 33.60 0.52 0.51 1.02 0.81 0.00 0.81 33.65 0.52 0.51 1.02 0.81 0.00 0.81 33.70 0.52 0.51 1.02 0.81 0.00 0.81 33.75 0.S2 0.51 1.02 0.81 0.00 0.81 33.80 0.52 0.51 1.02 0.80 0.00 0.80 33.85 0.52 0.51 1.02 0.80 0.00 0.80 33.90 0.52 0.51 1.02 0.80 0.00 0.80 33.95 0.52 0.51 1.02 0.80 0.00 0.80 34.00 0.52 0.51 1.02 0.80 0.00 0.80 34.05 0.52 0.51 1.02 0.79 0.00 0.79 34.10 0.52 0.51 1.02 0.79 0.00 0.79 34.15 0.52 0.51 1.02 0.79 0.00 0.79 34.20 0.52 0.51 1.02 0.78 0.00 0.78 34.25 0.52 0.51 1.02 0.78 0.00 0.78 34.30 0.52 0.51 1.02 0.78 0.00 0.78 34.35 0.52 0.51 1.02 0.77 0.00 0.77 34.40 0.46 0.51 0.90* 0.77 0.00 0.77 34.45 0.43 0.51 0.84* 0.76 0.00 0.76 34.50 0.41 0.51 0.80* 0.76 0.00 0.76 34.55 0.40 0.51 0.77* 0.75 0.00 0.75 34.60 0.39 0.51 0.75* 0.75 0.00 0.75 Page 16 BH-6 Summary Liquefy.sum 34.65 0.38 0.51 0.73* 0.74 0.00 0.74 34.70 0.37 0.51 0.72* 0.74 0.00 0.74 34.75 0.36 0.51 0.70* 0.73 0.00 0.73 34.80 0.35 0.51 0.69* 0.73 0.00 0.73 34.85 0.35 0.51 0.68* 0.72 0.00 0.72 34.90 0.34 0.51 0.66* 0.71 0.00 0.71 34.95 0.33 0.51 0.65* 0.71 0.00 0.71 35.00 0.33 0.51 0.64* 0.70 0.00 0.70 35.05 0.33 0.51 0.6S* 0.69 0.00 0.69 35.10 0.34 0.51 0.66* 0.69 0.00 0.69 35.15 0.34 0.51 0.67* 0.68 0.00 0.68 35.20 0.35 0.51 0.68* 0.68 0.00 0.68 35.25 0.36 0.51 0.70* 0.67 0.00 0.67 35.30 0.36 0.51 0.71* 0.66 0.00 0.66 35.35 0.37 0.51 0.72* 0.66 0.00 0.66 35.40 0.38 0.51 0.74* 0.65 0.00 0.65 35.45 0.39 0.51 0.76* 0.65 0.00 0.65 35.50 0.40 0.51 0.78* 0.64 0.00 0.64 35.55 0.41 0.51 0.81* 0.64 0.00 0.64 35.60 0.43 0.51 0.85* 0.63 0.00 0.63 3S.65 0.47 0.51 0.92* 0.63 0.00 0.63 35.70 0.52 0.51 1.01 0.62 0.00 0.62 35.75 0.52 0.51 1.01 0.62 0.00 0.62 35.80 0.52 0.51 1.01 0.62 0.00 0.62 35.85 0.52 0.51 1.01 0.61 0.00 0.61 35.90 0.52 0.51 1.01 0.61 0.00 0.61 35.95 0.52 0.51 1.00 0.60 0.00 0.60 36.00 0.52 0.51 1.00 0.60 0.00 0.60 36.05 0.52 0.51 1.00 0.60 0.00 0.60 36.10 0.52 0.51 1.00 0.59 0.00 0.59 36.15 0.52 0.51 1.00 0.59 0.00 0.59 36.20 0.51 0.51 1.00 0.59 0.00 0.59 36.25 0.51 0.51 1.00 0.59 0.00 0.59 36.30 0.51 0.51 1.00 0.59 0.00 0.59 36.35 0.51 0.51 1.00 0.58 0.00 0.58 36.40 0.51 0.51 1.00 0.58 0.00 0.58 36.45 0.51 0.51 1.00 0.58 0.00 0.58 36.50 0.51 0.51 1.00 0.S8 0.00 0.58 36.55 0.51 0.51 1.00 0.58 0.00 0.58 36.60 0.51 0.51 1.00 0.58 0.00 0.58 36.65 0.51 0.51 1.00* 0.58 0.00 0.58 36.70 0.51 0.51 1.00* 0.58 0.00 0.58 36.75 0.51 0.51 1.00* 0.S7 0.00 0.57 36.80 0.51 0.51 1.00* 0.57 0.00 0.57 36.85 0.51 0.51 1.00* 0.57 0.00 0.57 36.90 0.51 0.51 1.00* 0.57 0.00 0.57 36.95 0.51 0.51 1.00* 0.57 0.00 0.57 37.00 0.51 0.51 1.00* 0.57 0.00 0.57 Page 17 BH-6 Summary Liquefy.sum 37.05 0.51 0.51 1.00* 0.57 0.00 0.57 37.10 0.51 0.51 1.00* 0.57 0.00 0.57 37.15 0.51 0.51 1.00* 0.57 0.00 0.57 37.20 0.51 0.51 1.00* 0.57 0.00 0.57 37.25 0.51 0.51 1.00* 0.57 0.00 0.57 37.30 0.51 0.51 1.00* 0.57 0.00 0.57 37.35 0.51 0.51 1.00* 0.57 0.00 0.57 37.40 0.51 0.51 0.99* 0.57 0.00 0.57 37.45 0.51 0.51 0.99* 0.57 0.00 0.57 37.50 0.51 0.51 0.99* 0.57 0.00 0.57 37.55 0.51 0.51 0.99* 0.57 0.00 0.57 37.60 0.51 0.51 0.99* 0.57 0.00 0.57 37.65 0.51 0.51 0.99* 0.57 0.00 0.57 37.70 0.51 0.51 0.99* 0.57 0.00 0.57 37.75 0.51 0.51 0.99* 0.57 0.00 0.57 37.80 0.51 0.51 0.99* 0.57 0.00 0.57 37.85 0.51 0.51 0.99* 0.57 0.00 0.57 37.90 0.51 0.51 0.99* 0.57 0.00 0.57 37.95 0.51 0.51 0.99* 0.57 0.00 0.57 38.00 0.51 0.51 0.99* 0.57 0.00 0.57 38.05 0.51 0.51 0.99* 0.57 0.00 0.57 38.10 0.51 0.51 0.99* 0.57 0.00 0.57 38.15 0.51 0.51 0.99* 0.57 0.00 0.57 38.20 0.51 0.51 0.99* 0.57 0.00 0.57 38.25 0.51 0.51 0.99* 0.57 0.00 0.57 38.30 0.51 0.51 0.99* 0.57 0.00 0.S7 38.35 0.51 0.51 0.99* 0.57 0.00 0.57 38.40 0.51 0.51 0.99* 0.57 0.00 0.57 38.45 0.51 0.51 0.99* 0.57 0.00 0.57 38.50 0.51 0.51 0.99* 0.57 0.00 0.57 38.55 0.51 0.51 0.99* 0.57 0.00 0.57 38.60 0.51 0.51 0.99* 0.57 0.00 0.57 38.65 0.51 0.51 0.99* 0.57 0.00 0.57 38.70 0.51 0.51 0.99* 0.57 0.00 0.57 38.75 0.51 0.51 0.99* 0.57 0.00 0.57 38.80 0.S1 0.51 0.99* 0.57 0.00 0.57 38.85 0.51 0.51 0.99* 0.57 0.00 0.57 38.90 0.51 0.51 0.99* 0.57 0.00 0.57 38.95 0.51 0.51 0.99* 0.57 0.00 0.57 39.00 0.51 0.51 0.99* 0.57 0.00 0.57 39.05 0.51 0.51 0.99* 0.57 0.00 0.57 39.10 0.51 0.51 0.98* 0.57 0.00 0.57 39.15 0.51 0.51 0.98* 0.57 0.00 0.57 39.20 0.51 0.51 0.98* 0.57 0.00 0.57 39.25 0.51 0.51 0.98* 0.57 0.00 0.57 39.30 0.51 0.51 0.98* 0.57 0.00 0.57 39.35 0.51 0.51 0.98* 0.57 0.00 0.S7 39.40 0.51 0.51 0.98* 0.S7 0.00 0.57 Page 18 BH-6 Summary Liquefy.sum 39.45 0.51 0.51 0.98* 0.57 0.00 0.57 39.50 0.51 0.S1 0.98* 0.57 0.00 0.57 39.55 0.51 0.51 0.98* 0.57 0.00 0.57 39.60 0.S1 0.51 0.98* 0.57 0.00 0.57 39.65 0.51 0.51 0.98* 0.57 0.00 0.57 39.70 0.50 0.51 0.98* 0.57 0.00 0.57 39.75 0.50 0.51 0.98* 0.57 0.00 0.57 39.80 0.50 0.51 0.98* 0.57 0.00 0.57 39.85 0.50 0.51 0.98* 0.57 0.00 0.57 39.90 0.50 0.51 0.98* 0.57 0.00 0.57 39.95 0.50 0.51 0.98* 0.57 0.00 0.57 40.00 0.50 0.51 0.98* 0.57 0.00 0.57 40.05 0.50 0.51 0.98* 0.57 0.00 0.57 40.10 0.50 0.51 0.98* 0.57 0.00 0.57 40.15 0.50 0.51 0.98* 0.57 0.00 0.57 40.20 0.50 0.51 0.98* 0.57 0.00 0.57 40.25 0.50 0.51 0.98* 0.57 0.00 0.57 40.30' 0.50 0.51 0.98* 0.57 0.00 0.57 40.35 0.50 0.51 0.98* 0.57 0.00 0.57 40.40 0.50 0.51 0.98* 0.57 0.00 0.57 40.45 0.50 0.51 0.98* 0.57 0.00 0.57 40.50 0.50 0.51 0.98* 0.57 0.00 0.57 40.55 0.50 0.51 0.98* 0.57 0.00 0.57 40.60 0.S0 0.51 0.98* 0.57 0.00 0.57 40.65 0.50 0.51 0.98* 0.57 0.00 0.57 40.70 0.50 0.51 0.98* 0.57 0.00 0.57 40.75 0.50 0.51 0.98* 0.57 0.00 0.57 40.80 0.50 0.51 0.98* 0.57 0.00 0.57 40.85 0.50 0.51 0.98* 0.57 0.00 0.57 40.90 0.50 0.51 0.98* 0.57 0.00 0.57 40.95 0.50 0.51 0.98* 0.57 0.00 0.57 41.00 0.50 0.51 0.98* 0.57 0.00 0.57 41.05 0.50 0.51 0.98* 0.57 0.00 0.57 41.10 0.50 0.51 0.98* 0.57 0.00 0.57 41.15 0.50 0.51 0.98* 0.57 0.00 0.57 41.20 0.50 0.51 0.97* 0.57 0.00 0.57 41.25 0.50 0.51 0.97* 0.57 0.00 0.57 41.30 0.50 0.51 0.97* 0.57 0.00 0.57 41.35 0.50 0.51 0.97* 0.57 0.00 0.57 41.40 0.50 0.51 0.97* 0.57 0.00 0.57 41.45 0.50 0.51 0.97* 0.57 0.00 0.57 41.50 0.50 0.51 0.97* 0.57 0.00 0.57 41.55 0.50 0.51 0.97* 0.57 0.00 0.57 41.60 0.50 0.51 0.97* 0.57 0.00 0.57 41.6S 0.50 0.51 0.97* 0.57 0.00 0.57 41.70 0.50 0.51 0.97* 0.57 0.00 0.57 41.75 0.50 0.S1 0.97* 0.57 0.00 0.57 41.80 0.50 0.51 0.97* 0.57 0.00 0.57 Page 19 BH-6 Summary Liquefy.sum 41.85 0.50 0.51 0.97* 0.57 0.00 0.57 41.90 0.50 0.51 0.97* 0.57 0.00 0.57 41.95 0.50 0.51 0.97* 0.57 0.00 0.57 42.00 0.50 0.51 0.97* 0.57 0.00 0.57 42.05 0.50 0.51 0.97* 0.57 0.00 0.57 42.10 0.50 0.51 0.97* 0.57 0.00 0.57 42.15 0.50 0.51 0.97* 0.57 0.00 0.57 42.20 0.50 0.51 0.97* 0.57 0.00 0.57 42.25 0.50 0.51 0.97* 0.57 0.00 0.57 42.30 0.50 0.51 0.97* 0.57 0.00 0.57 42.35 0.50 0.51 0.97* 0.57 0.00 0.57 42.40 0.50 0.51 0.97* 0.57 0.00 0.57 42.45 0.50 0.51 0.97* 0.57 0.00 0.57 42.50 0.50 0.51 0.97* 0.57 0.00 0.57 42.55 0.50 0.51 0.97* 0.57 0.00 0.57 42.60 0.50 0.51 0.97* 0.57 0.00 0.57 42.65 0.50 0.51 0.97* 0.57 0.00 0.57 42.70 0.50 0.51 0.97* 0.57 0.00 0.57 42.75 0.50 0.51 0.97* 0.57 0.00 0.57 42.80 0.50 0.51 0.97* 0.57 0.00 0.57 42.85 0.50 0.51 0.97* 0.57 0.00 0.57 42.90 0.50 0.51 0.97* 0.57 0.00 0.57 42.95 0.50 0.51 0.97* 0.57 0.00 0.57 43.00 0.50 0.51 0.97* 0.57 0.00 0.57 43.05 0.50 0.51 0.97* 0.57 0.00 0.57 43.10 0.50 0.51 0.97* 0.57 0.00 0.57 43.15 0.50 0.51 0.97* 0.57 0.00 0.57 43.20 0.50 0.51 0.97* 0.57 0.00 0.57 43.25 0.50 0.51 0.97* 0.57 0.00 0.57 43.30 0.50 0.51 0.97* 0.57 0.00 0.57 43.35 0.50 0.51 0.97* 0.56 0.00 0.56 43.40 0.49 0.51 0.97* 0.56 0.00 0.56 43.45 0.49 0.51 0.97* 0.56 0.00 0.56 43.50 0.49 0.51 0.97* 0.56 0.00 0.56 43.55 0.49 0.51 0.97* 0.56 0.00 0.56 43.60 0.49 0.51 0.97* 0.56 0.00 0.56 43.65 0.49 0.51 0.97* 0.56 0.00 0.56 43.70 0.49 0.51 0.97* 0.56 0.00 0.56 43.75 0.49 0.51 0.97* 0.55 0.00 0.55 43.80 0.49 0.51 0.97* 0.55 0.00 0.55 43.85 0.49 0.51 0.97* 0.55 0.00 0.55 43.90 0.49 0.51 0.97* 0.55 0.00 0.55 43.95 0.49 0.51 0.97* 0.54 0.00 0.54 44.00 0.49 0.51 0.97* 0.54 0.00 0.54 44.05 0.49 0.51 0.97* 0.54 0.00 0.54 44.10 0.49 0.51 0.96* 0.53 0.00 0.53 44.15 0.49 0.51 0.96* 0.53 0.00 0.53 44.20 0.49 0.51 0.96* 0.53 0.00 0.53 Page 20 BH-6 Summary Liquefy.sum 44.25 0.49 0.51 0.96* 0.52 0.00 0.52 44.30 0.49 0.51 0.96* 0.52 0.00 0.52 44.35 0.44 0.51 0.85* 0.51 0.00 0.51 44.40 0.41 0.51 0.80* 0.51 0.00 0.51 44.45 0.39 0.51 0.77* 0.50 0.00 0.50 44.50 0.38 0.51 0.75* 0.50 0.00 0.50 44.55 0.37 0.51 0.73* 0.49 0.00 0.49 44.60 0.36 0.51 0.71* 0.49 0.00 0.49 44.65 0.36 0.51 0.70* 0.48 0.00 0.48 44.70 0.35 0.S1 0.68* 0.48 0.00 0.48 44.75 0.34 0.51 0.67* 0.47 0.00 0.47 44.80 0.34 0.51 0.66* 0.47 0.00 0.47 44.85 0.33 0.S1 0.65* 0.46 0.00 0.46 44.90 0.33 0.51 0.64* 0.45 0.00 0.45 44.95 0.32 0.51 0.63* 0.45 0.00 0.45 45.00 0.32 0.51 0.62* 0.44 0.00 0.44 45.05 0.32 0.51 0.62* 0.44 0.00 0.44 45.10 0.32 0.51 0.63* 0.43 0.00 0.43 45.15 0.32 0.51 0.63* 0.42 0.00 0.42 45.20 0.32 0.51 0.63* 0.42 0.00 0.42 45.25 0.32 0.51 0.64* 0.41 0.00 0.41 45.30 0.33 0.51 0.64* 0.41 0.00 0.41 45.35 0.33 0.51 0.64* 0.40 0.00 0.40 45.40 0.33 0.51 0.64* 0.39 0.00 0.39 45.45 0.33 0.51 0.65* 0.39 0.00 0.39 4S.50 0.33 0.51 0.65* 0.38 0.00 0.38 45.55 0.33 0.51 0.65* 0.37 0.00 0.37 45.60 0.33 0.51 0.66* 0.37 0.00 0.37 45.65 0.34 0.S1 0.66* 0.36 0.00 0.36 45.70 0.34 0.51 0.66* 0.36 0.00 0.36 45.75 0.34 0.51 0.66* 0.35 0.00 0.35 45.80 0.34 0.51 0.67* 0.35 0.00 0.35 45.85 0.34 0.51 0.67* 0.34 0.00 0.34 45.90 0.34 0.51 0.67* 0.33 0.00 0.33 45.95 0.34 0.51 0.68* 0.33 0.00 0.33 46.00 0.35 0.51 0.68* 0.32 0.00 0.32 46.05 0.35 0.51 0.68* 0.32 0.00 0.32 46.10 0.35 0.51 0.69* 0.31 0.00 0.31 46.15 0.35 0.51 0.69* 0.31 0.00 0.31 46.20 0.35 0.51 0.70* 0.30 0.00 0.30 46.25 0.36 0.51 0.70* 0.29 0.00 0.29 46.30 0.36 0.51 0.70* 0.29 0.00 0.29 46.35 0.36 0.51 0.71* 0.28 0.00 0.28 46.40 0.36 0.51 0.71* 0.28 0.00 0.28 46.45 0.36 0.51 0.72* 0.27 0.00 0.27 46.50 0.37 0.51 0.72* 0.27 0.00 0.27 46.55 0.37 0.51 0.73* 0.26 0.00 0.26 46.60 0.37 0.51 0.73* 0.26 0.00 0.26 Page 21 BH-6 Summary Liquefy.sum 46.65 0.37 0.51 0.74* 0.25 0.00 0.25 46.70 0.38 0.51 0.74* 0.25 0.00 0.25 46.75 0.38 0.51 0.75* 0.24 0.00 0.24 46.80 0.38 0.51 0.75* 0.24 0.00 0.24 46.85 0.38 0.51 0.76* 0.23 0.00 0.23 46.90 0.39 0.51 0.77* 0.23 0.00 0.23 46.95 0.39 0.51 0.77* 0.22 0.00 0.22 47.00 0.40 0.51 0.78* 0.22 0.00 0.22 47.05 0.40 0.51 0.79* 0.21 0.00 0.21 47.10 0.41 0.51 0.80* 0.21 0.00 0.21 47.15 0.41 0.51 0.81* 0.20 0.00 0.20 47.20 0.42 0.51 0.83* 0.20 0.00 0.20 47.25 0.43 0.51 0.85* 0.20 0.00 0.20 47.30 0.44 0.51 0.87* 0.19 0.00 0.19 47.35 0.45 0.51 0.90* 0.19 0.00 0.19 47.40 0.47 0.51 0.93* 0.18 0.00 0.18 47.45 0.49 0.51 0.96* 0.18 0.00 0.18 47.50 0.49 0.51 0.96* 0.17 0.00 0.17 47.55 0.49 0.51 0.96* 0.17 0.00 0.17 47.60 0.48 0.51 0.96* 0.17 0.00 0.17 47.65 0.48 0.51 0.96* 0.16 0.00 0.16 47.70 0.48 0.51 0.96* 0.16 0.00 0.16 47.75 0.48 0.51 0.96* 0.15 0.00 0.15 47.80 0.48 0.51 0.96* 0.15 0.00 0.15 47.85 0.48 0.51 0.96* 0.14 0.00 0.14 47.90 0.48 0.50 0.96* 0.14 0.00 0.14 47.95 0.48 0.50 0.96* 0.14 0.00 0.14 48.00 0.48 0.50 0.96* 0.13 0.00 0.13 48.05 0.48 0.50 0.96* 0.13 0.00 0.13 48.10 0.48 0.50 0.96* 0.13 0.00 0.13 48.15 0.48 0.50 0.96* 0.12 0.00 0.12 48.20 0.48 0.50 0.96* 0.12 0.00 0.12 48.25 0.48 0.50 0.96* 0.11 0.00 0.11 48.30 0.48 0.50 0.96* 0.11 0.00 0.11 48.35 0.48 0.50 0.96* 0.11 0.00 0.11 48.40 0.48 0.50 0.96* 0.10 0.00 0.10 48.45 0.48 0.50 0.96* 0.10 0.00 0.10 48.50 0.48 0.50 0.96* 0.10 0.00 0.10 48.55 0.48 0.50 0.96* 0.09 0.00 0.09 48.60 0.48 0.50 0.96* 0.09 0.00 0.09 48.65 0.48 0.50 0.96* 0.09 0.00 0.09 48.70 0.48 0.50 0.96* 0.08 0.00 0.08 48.75 0.48 0.50 0.96* 0.08 0.00 0.08 48.80 0.48 0.50 0.96* 0.08 0.00 0.08 48.85 0.48 0.50 0.96* 0.07 0.00 0.07 48.90 0.48 0.50 0.96* 0.07 0.00 0.07 48.95 0.48 0.50 0.96* 0.07 0.00 0.07 49.00 0.48 0.50 0.96* 0.07 0.00 0.07 Page 22 BH-6 Summary Liquefy.sum 49.05 0.48 0.50 0.96* 0.06 0.00 0.06 49.10 0.48 0.50 0.96* 0.06 0.00 0.06 49.15 0.48 0.50 0.96* 0.06 0.00 0.06 49.20 0.48 0.50 0.96* 0.06 0.00 0.06 49.25 0.48 0.50 0.96* 0.05 0.00 0.05 49.30 0.48 0.50 0.96* 0.05 0.00 0.05 49.35 0.48 0.50 0.96* 0.05 0.00 0.05 49.40 0.48 0.S0 0.96* 0.05 0.00 0.05 49.45 0.48 0.50 0.96* 0.04 0.00 0.04 49.50 0.48 0.50 0.96* 0.04 0.00 0.04 49.55 0.48 0.50 0.96* 0.04 0.00 0.04 49.60 0.48 0.50 0.96* 0.04 0.00 0.04 49.65 0.48 0.50 0.96* 0.04 0.00 0.04 49.70 0.48 0.50 0.96* 0.03 0.00 0.03 49.75 0.48 0.50 0.96* 0.03 0.00 0.03 49.80 0.48 0.50 0.96* 0.03 0.00 0.03 49.85 0.48 0.50 0.96* 0.03 0.00 0.03 49.90 0.48 0.50 0.96* 0.03 0.00 0.03 49.95 0.48 0.50 0.96* 0.03 0.00 0.03 50.00 0.48 0.50 0.96* 0.02 0.00 0.02 50.05 0.48 0.50 0.96* 0.02 0.00 0.02 50.10 0.48 0.50 0.96* 0.02 0.00 0.02 50.15 0.48 0.50 0.96* 0.02 0.00 0.02 50.20 0.48 0.50 0.96* 0.02 0.00 0.02 50.25 0.48 0.50 0.96* 0.02 0.00 0.02 50.30 0.48 0.50 0.96* 0.02 0.00 0.02 50.35 0.48 0.50 0.96* 0.02 0.00 0.02 50.40 0.48 0.50 0.96* 0.01 0.00 0.01 50.45 0.48 0.50 0.96* 0.01 0.00 0.01 50.50 0.48 0.50 0.96* 0.01 0.00 0.01 50.55 0.48 0.50 0.96* 0.01 0.00 0.01 50.60 0.48 0.50 0.96* 0.01 0.00 0.01 50.65 0.48 0.50 0.96* 0.01 0.00 0.01 50.70 0.48 0.50 0.96* 0.01 0.00 0.01 50.75 0.48 0.50 0.96* 0.01 0.00 0.01 50.80 0.48 0.50 0.97* 0.01 0.00 0.01 50.85 0.48 0.50 0.97* 0.00 0.00 0.00 50.90 0.48 0.50 0.97* 0.00 0.00 0.00 50.95 0.48 0.50 0.97* 0.00 0.00 0.00 S1.00 0.48 0.50 0.97* 0.00 0.00 0.00 * F.S.<l, Liquefaction Potential Zone (F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) Units: Welcome to LiquefyPro! 1 atm (atmosphere) = 1 tsf (ton/ft2) Page 23 BH-6 Summary Liquefy.sum CRRm Cyclic resistance ratio from soils CSRsf Cyclic stress ratio induced by a given earthquake (with user request factor of safety) F.S. Factor of Safety against liquefaction, F.S.=CRRm/CSRsf S sat Settlement from saturated sands S_dry Settlement from Unsaturated Sands Sall Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 24