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BCPR2019-0011 Geotechnical Report 1st SubmittalGEOTECHNICAL INVESTIGATION SILVER ROCK RESORT COMPLEX SWC AVENUE 52 & JEFFERSON STREET LA QUINTA, CALIFORNIA -Prepared By- Sladden Engineering 45090 Golf Center Parkway, Suite F Indio, California 92201 (760) 7 r 2.3893 waaaen cngmutm my www.SladdenEngineering.com Sladden Engineering 45M Golf Center Parkway, Suite F, Indio, California 92201 (760) 863-0713 Fax (760) 863-0847 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 10, 2017 Project No. 544-14059 17-01-011 The Robert Green Company c/o Michael Baker International 74130 Country Club Drive, Suite 201 Palm Desert, California 92260 Subject: Geotechnical Investigation Project: Silver Rock Resort Complex SWC Avenue 52 and Jefferson Street La Quinta, California Sladden Engineering is pleased to present the results of the geotechnical investigation performed for the proposed Silver Rock Resort complex located on the southwest comer of Avenue 52 and Jefferson Street in the City of La Quinta, California. Our services were completed in accordance with our proposal for geotechnical engineering services dated March 25, 2016 and your authorization to proceed with the work. The purpose of our investigation was to explore the subsurface conditions at the site in order to provide recommendations for foundation design and site preparation. 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 proposed project should be feasible from a geotechnical perspective provided that the recommendations presented in this report are implemented in design and carried out through construction. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned. fti Respectfully submitted, SLADTWN-ENGJNEET Principal Geologist SER/ab Copies: 4/Addressee Brett L. Anderson Principal Engineer Sladden Engineering www.SladdenEngineering.com GEOTECHNICAL INVESTIGATION SILVER ROCK RESORT COMPLEX SWC AVENUE 52 & JEFFERSON STREET LA QUINTA, CALIFORNIA February 10, 2017 TABLE OF CONTENTS INTRODUCTION....................................... ........................................................................................................................ I PROJECTDESCRIPTION.................................................................................................................................................. 1 SCOPEOF SERVICES........................................................................................................................................................ 2 SITECONDTTIONS............................................................................................................................................................ 2 GEOLOGICSETTING ............................ ._........................................................................................................ ................. 3 SUBSURFACECONDITIONS............................................................................................................................................ 3 SEISMICITYAND FAULTING...........................................................................................................................................4 CBCDESIGN PARAMETERS.............................................................................................................................................5 GEOLOGICHAZARDS......................................................................................................................................._..............5 CONCLUSIONS.......................................................... .............. .................................. .............................................. I........ 8 EARTHWORK AND GRADING............................................................................._.....................................................-- 8 Stripping..................................................................................................................................................................... 8 Preparation of Hotel and Golf Clubhouse Areas................................................................................................... 8 Preparationof Residential Areas.............................................................................................................................. 9 FillPlacement and Compaction ............................................................................................................................... 9 Shrinkageand Subsidence.........................................................................................................................................10 CONVENTIONAL SHALLOW SPREAD FOOTINGS..................................................................................................10 POST -TENSIONED SLABS...............................................................................................................................................10 SLABS-ON-GRADE..................................................................I................_................................»......................................1 l RETAININGWALLS .........................................................................................................................................................12 PRELIMINARY PAVEMENT DESIGN...........................................................................................................................12 CORROSIONSERIES.......................................................... ............................. .................................................................. 13 UTILITYTRENCH BACKFILL........................................................................................................................................13 EXTERIORCONCRETE FLATWORK.... ......................................................................................................................... 13 DRAINAGE.........................................................................................................................................................................13 LIMITATIONS....................................................................................................................................................................13 ADDITIONALSERVICES...................................................................................................................................I.............14 REFERENCES...........................................................................................................................................I..........................15 FIGURES - Site Location Map Regional Geologic Map Borehole Location Plan Subsidence Contour Map Ground Fissures APPENDIX A - Field Exploration APPENDIX B - Laboratory Testing APPENDIX C - 2016 Seismic Design Map and Report Vs30 Gradient Map PSH Deaggregation Output APPENDIX D- Seismic Settlement Analysis Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 1 - Project No. 544-14059 17-01-011 INTRODUCTION This report presents the results of the geotechnical investigation performed by Sladden Engineering (Sladden) for the proposed Silver Rock Resort complex located on the southwest corner of Avenue 52 and Jefferson Street in the City of La Quinta, California. The site is located at approximately 33.6674 degrees north latitude and 116.2773 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 subsurface materials, to evaluate their in -situ characteristics, and to provide engineering recommendations and design criteria for site preparation, foundation design and the design of various site improvements. This study also includes a review of published and unpublished geotechnical and geological literature regarding seismicity at and near the subject site. PROJECT DESCRIPTION Based on the preliminary site plan, (The Robert Green Company, 2016), it is our understanding that the proposed project will consist of constructing new residential developments to the northwest and east of the existing Coachella Canal, mixed -use commercial buildings, hotels, a conference/shared service facility and a new golf clubhouse. Sladden anticipates that the proposed project will also include the extension of Silver Rock Way traversing the project site, a pedestrian bridge across the existing Coachella Canal, paved roadways and parking areas, new golf courses, landscaping and various associated site improvements. Grading plans were not available at the time of this report. However, based on the relatively level nature of the site, Sladden expects that grading will consist primarily of remedial over -excavation and re - compaction along with the placement of engineered fill soil to attain the design grades. Upon completion of the project plans, Sladden should be retained in order to ensure 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 -framed, reinforced masonry and steel -framed structures, we expect that isolated column loads will be less than 20 kips and continuous wall loads will be less than 2.0 kips per linear foot for residential structures. Column loads of up to 50 kips and wall loads of up to 4.0 kips per linear foot are expected for the hotel building and golf clubhouse If these assumed loads vary significantly from the actual loads, we should be consulted to verify the applicability of the recommendations provided. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 2 - Project No. 544-14059 17-01-011 SCOPE OF SERVICES The purpose of our investigation was to determine specific engineering characteristics of the surface and near surface soil in order to develop foundation design criteria and recommendations for site preparation. Exploration of the site was achieved by drilling seven (7) exploratory boreholes to depths of approximately 21.5 and 51.5 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 seven (7) exploratory boreholes to depths of approximately 21.5 and 51.5 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. • Performing laboratory testing on selected samples to evaluate their engineering characteristics. • Reviewing geologic literature and discussing geologic hazards. • Performing 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 site is located on the southwest comer of Avenue 52 and Jefferson Street within the Silver Rock Resort development in the City of La Quinta, California. At the time of our investigation, the site was occupied by the existing portions of the Silver Rock Resort golf course and vacant land covered in scattered vegetation in the north, east, and southern portions of the property. Generally, the site is bounded by Avenue 52 to the north, Avenue 54 to the south, Jefferson Street to the east and by the existing Silver Rock Resort golf course to the west. Based on our review of the La Quinta Quadrangle (USES, 2012), the site ranges in elevation from 10 feet to 38 feet above mean sea level (MSL). No natural ponding of water or surface seeps were observed at or near the site during our investigation conducted on December 16, 2016. Site drainage appears to be controlled by sheet flow and surface infiltration. Regional drainage is provided by the Whitewater River that is located approximately 3.0 miles north of the project site. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 3 - Project No. 544-14059 17-01-011 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 evaporate minerals. The site has been mapped by Rogers (1965) to be immediately underlain by undifferentiated Quaternary - age alluvial and lake deposits (Q]-Qal). 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 seven (7) exploratory boreholes to depths of approximately 21.5 and 51.5 feet bgs. 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 hollow stem augers. A representative of Sladden was on -site to log the materials encountered. During our field investigation, a thin mantel of artificial fill soil was encountered to depths between approximately two (2) and five (5) feet bgs. Underlying the fill soil and extending to the maximum depths explored, native alluvium was encountered. The native soil throughout the site consists primarily of fine - to coarse -grained silty sand (SM) and sandy silt (ML). The native soil was found to be dry to moist, loose to medium dense and dark to grayish brown in in -situ color. Cohesive soils were found to be medium stiff to hard and exhibited low plasticity characteristics. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 4 - Project No. 544-14059 17-01-011 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/or variable across the site. Groundwater was not encountered to a maximum explored depth of 51 feet bgs during our field investigation. As such, it is our opinion that groundwater should not be a factor during construction of the proposed project. SEISMICITY AND FAULTING The southwestern United States is a tectonically active and structurally complex region, dominated by northwest trending dextral faults. The faults of the region are often part of complex fault systems, composed of numerous subparallel faults which 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. We consider the most significant geologic hazard to the project to be the potential for moderate to strong 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). As previously stated, the site has been subjected to strong seismic shaking related to active faults that traverse through the region. Some of the more significant seismic events near the subject site within recent times include: M6.0 North Palm Springs (1986), M6.1 Joshua Tree (1992), M7.3 Landers (1992), M6.2 Big Bear (1992) and M7.1 Hector Mine (1999). 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 at, 2003). This table does not identify the probability of reactivation or the on -site effects from earthquakes occurring on any of the other faults in the region. TABLE 1 CLOSEST KNOWN ACTIVE FAULTS Fault Name Distance (Km) Maximum Event San Andreas - Coachella 11.4 *7.2 San Andreas - Southern 11.4 *7.2 San Jacinto - Anza 30.8 7.2 San Jacinto - Coyote Creek 31.8 6.8 Burnt Mountain 32.3 6.5 Eureka Peak 33.8 6.4 San Andreas — San Bernardino 34.1 *7.5 San Jacinto - Borrego 52.5 6.6 * 8.1 for multiple segment rupture Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 5 - Project No. 544-14059 17-01-011 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. Risk Category (Table 1.5-1):1/11/111 Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1): 1.500g S1 (Figure 1613.3.1): 0.6459 Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.500g Smi (Equation 16-38 (Fv X Si I): 0.968g Sams (Equation 16-39 12/3 X Smsl):1.000g SDI (Equation 16-40 (2/3 X Smi)): 0.645g Seismic Design Category: D 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. 1. 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 Rogers (1965), Jennings (1994), CDOC (2017) and RCPR (2017), 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, 2017; Terra Server 2002). 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". Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 6 - Project No. 544-14059 17-01-011 H. Ground Shakine. 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 (a.) that could be experienced at the site. Based on the USGS Interactive Deaggregation (USGS, 2008) and shear wave velocity (Vs30) of 300 m/s (USGS, 2017a), the site could be subjected to ground motions on the order of 0.49g (USGS, 2017b). 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. M. 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 6.87 (USGS, 2008) and peak ground acceleration of 0.562g (PGAm). Historic high and anticipated high groundwater depths were determined to be approximately 35 feet bgs (CVCWD,1975). The seismic settlement calculations are included within Appendix D. Calculations indicate potential total seismic settlements of up to 0.83 inches for BH-1 and 2.21 inches for BH-4. The potential seismically related differential settlements are expected to be approximately 1 inch. 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 100 feet. IV. Tsunamis and Seiches. Because the site is situated at an inland location, and is not immediately adjacent to any impounded bodies of water, risk associated with tsunamis and seiches are considered negligible. V. Slope Failure, Landsliding, Rock Falls. No signs of slope instability in the form of landslides, rock falls, earthflows or slumps were observed at or near the subject site. The site is situated on relatively flat ground and not immediately adjacent to any slopes or hillsides. As such, risks associated with slope instability should be considered negligible. V1. Expansive Soil. Generally, the site soil consists of silty sand (SM) and sandy silt (ML). Based on the results of our laboratory testing (EI=3), the materials underlying the site are considered to have a "very low" expansion potential. However, the expansion potential of the surface soil should be reevaluated after remedial grading. VII. Settlement. 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 estimated ultimate settlement is calculated to be approximately one -inch when using the recommended bearing pressures. As a practical matter, differential settlement between footings can be assumed as one-half of the total settlement. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 7 - Project No. 544-14059 17-01-011 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. Sneed and Brandt (USGS, 2007) have reported significant land subsidence measurements within the area of La Quinta as measured between 1996 and 2005. According to the aforementioned authors, the subject site is part of the broader "La Quinta subsidence area". This northwest -southeast trending subsidence zone is generally defined as an elongated subsidence bowl bounded by the westward extension of Avenue 48 to the north, Avenue 60 to the south, the Santa Rosa Mountains to the west and varying streets from Jefferson Street to Monroe Street to the East (Figure 4). Measurements of the northern portion of this subsidence zone from May 7, 2003 and September 25, 2005 have indicated subsidence of approximately 0.52 feet. The Coachella Valley Water District has publically acknowledged regional subsidence throughout the southern portion of the Coachella Valley and has indicated a commitment to groundwater replenishment programs that are intended to limit future subsidence. At this time, subsidence is considered a regional problem requiring regional mitigation not specific to the project vicinity. Recent investigations have documented significant subsidence within the Coachella Valley area (USGS, 2007) including the area of the project site. In addition, fissures and other surficial evidence of subsidence have been previously observed at the subject site. In our opinion, the documented subsidence warrant structural integrity within the vicinity of the previously documented ground fissures. The use of post -tensioned slabs is recommended for subsidence areas. 1X. Ground Fissures. No surface features indicative of ground fissuring were identified on the site during our field investigation. However, ground fissures have been previously encountered on the site and within the site vicinity (Figure 5). The on -site fissures were encountered within the northern portion of the Silver Rock Resort parking lot. Accordingly, risks associated with ground fissuring should be considered in design. 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 (6H:1V). Based on the flat nature of the site and the composition of the surface soil, we judge that risks associated with debris flows should be considered remote. X1. Flooding and Erosion. No signs of flooding or erosion were observed during our field investigation. However, flooding and erosion should be evaluated and mitigated by the project design Civil Engineer. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 8 - Project No. 544-14059 17-01-011 CONCLUSIONS Based on the results of our investigation, it is our professional opinion that the project should be feasible from a geotechnical perspective provided that the recommendations provided in this report are incorporated into design and carried out through construction. The main geotechnical concerns are the presence of loose native surface soil throughout the subject site and potential seismic and subsidence related settlements. We recommend that remedial grading within all proposed building areas include over -excavation and re - compaction of the primary foundation bearing soil. Specific recommendations for site preparation are presented in the Earthwork and Grading section of this report. 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 C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. The following 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. Stripping: Areas to be graded should be cleared of any vegetation, associated root systems, and debris. All areas scheduled to receive fill should be cleared of old fill and any irreducible matter. The strippings should be removed off site, or stockpiled for later use in landscape areas. Voids left by obstructions should be properly backfilled in accordance with the compaction recommendations of this report. b. Preparation of Hotel and Golf Clubhouse Areas: All undocumented artificial fill and low density native surface soil should be removed and re -compacted. In order to provide for firm and uniform foundation bearing conditions and to mitigate potential seismic and subsidence related settlements, the primary foundation bearing soil should be overexcavated and recompacted. Over -excavation should extend to a minimum depth of 5 feet below existing grade or 5 feet below the bottom of the footings, whichever is deeper. Once adequate removals have been verified, the exposed native soil should be moisture conditioned to within two percent of optimum moisture content and compacted to at least 90 percent relative compaction. The previously removed material may then be placed as compacted engineered fill as outlined below. Removals should extend at least 5 feet laterally beyond the footing limits. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 9 - Project No. 544-14059 17-01-011 Preparation of Residential Areas: All undocumented artificial fill and low density native surface soil should be removed and re -compacted. In order to provide for firm and uniform foundation bearing conditions and to mitigate potential seismic and subsidence related settlements, the primary foundation bearing soil should be over -excavated and re -compacted. Over -excavation should extend to a minimum depth of 4 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 moisture conditioned to within two percent of optimum moisture content and compacted to at least 90 percent relative compaction. The previously removed material may then be placed as compacted engineered fill as outlined below. Removals should extend at least 5 feet laterally beyond the footing limits. d. Fill Placement and 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 three 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 low to non -expansive nature and should meet the following criteria: Plastic Index Less than 12 Liquid Limit Less than 35 Percent Soil Passing 9200 Sieve Between 15% and 35% Maximum Aggregate Size 3 inches The subgrade and all fill 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. Table 2 SUMMARY OF RECOMMENDATIONS *Remedial Grading Excavation and recompaction within the building envelope and extending laterally for 5 feet beyond the building limits. Minimum of 4 feet (Residential) and 5 feet (Hotel/Clubhouse) below existing grade or 3 feet (Residential) and 5 feet (Hotel/Clubhouse) below bottom of footings, whichever is deeper. Native / Import Engineered Fill Place in thin lifts not exceeding 6 inches in a loose condition and compact to a minimum of 90 percent relative compaction within 2 percent of the optimum moisture content. *Actual depth may vary and should be determined by a representative of Sladden Engineering in the field during construction. Sladden Engineering www.SladdenEngineering.com February 10, 2017 -10 - Project No. 544-14059 17-01-011 e. Shrinkage and Subsidence. Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage should be between 15 and 25 percent. Subsidence of the surface soil that is scarified and compacted is expected to range from 1 tenth to 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. CONVENTIONAL SHALLOW SPREAD FOOTINGS Conventional spread footings are expected to provide adequate support for the proposed residential, hotel, and clubhouse structures. All footings should be founded upon properly compacted engineered fill and should have a minimum embedment depth of 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should have minimum widths of 12 inches and 24 inches, respectively. Continuous and isolated footings supported upon properly compacted 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 1 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 3000 psf. The allowable bearing pressure applies to combined dead and sustained live loads. The allowable bearing pressures 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 engineer's recommendations. Based on the recommended allowable bearing pressures, the total static settlement of the shallow footings is anticipated to be less than one -inch, provided foundation preparations conform to the recommendations described in this report. Static differential settlement is anticipated to be approximately one-half of the total settlement for similarly loaded footings spaced up to approximately 50 feet apart. Lateral load resistance for the spread footings will be developed by passive pressure against the sides of the footings below grade and by friction acting at the base of the footings. 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 and 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. POST -TENSIONED SLABS Post -tensioned slabs are recommended for the residential structures within potential subsidence areas in order to mitigate potential seismic and subsidence related settlements within potential subsidence areas. 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: Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 11 - Project No. 544-14059 17-01-011 Table 3 Post -Tensioned Foundation DesignRecommendations Design Criteria Category I Very Low to Low Expansion Potential (EI 0-50 Center Lift hm center 9.0 sm center 0.46 Ern edge 4.8 Edge Lift Ym edge 1.03 Seismic Settlement (inches) 1.25 Angular Distortion 1:960 Perimeter Footing Depth 12 (inches) Allowable Bearing Capacity 2,000 ( sf) Resistance to lateral loads may be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used for the sides of footings that are placed against properly compacted native or approved import soil. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). SLABS -ON -GRADE In order to provide uniform and adequate support, concrete slabs -on -grade must be placed on properly compacted engineered fill 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, slab subgrade should be firm and unyielding. Disturbed soil should be removed and replaced with engineered fill soil compacted to a minimum of 90 percent relative compaction. Slab thickness and reinforcement should be determined by the Project Structural Engineer. We recommend a minimum floor slab thickness of 5.0 inches and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride 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. Sladden Engineering www. SladdenEngineering. corn February 10, 2017 -12- Project No. 544-14059 17-01-011 RETAINING WALLS Retaining walls/wing walls may be required to accomplish the proposed construction. 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. "At Rest" pressures should be utilized for restrained walls. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf for native backfill soil with level drained backfill conditions. PRELIMINARY PAVEMENT DESIGN Asphalt concrete pavements should be designed in accordance with the Caltrans Highway Design Manual based on R-Value and Traffic Index. The R-Value of the near surface soil is expected to exceed 50. On -site soil and any imported soil should be tested for R-Value prior to establishing final pavement design sections. For preliminary pavement design, Traffic Indices (TI) of 6.0 and 7.5 were used for the light duty and heavy duty pavements, respectively. We assumed Asphalt Concrete (AC) over Class II Aggregate Base (AB). The preliminary flexible pavement layer thickness 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 45 inches 6.0 inches Compacted Subgrade Soil 12 inches 12 inches Asphalt concrete should conform to the latest edition of the Standard Specifications for Public Works Construction or Caltrans. 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 as determined by ASTM Method D 1557. CORROSION SERIES The soluble sulfate concentrations of the surface soil were determined to be 400 parts per million (ppm). The soil is considered to have a "negligible" corrosion potential with respect to concrete. The use of Type V cement and special sulfate resistant concrete mixes may be necessary. 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 level of the surface soil was 8.4. Based on soluble chloride concentration testing (150 ppm) the soil is considered to have "moderate" corrosive with respect to normal grade steel. The minimum resistivity of the surface soil was found to be 1030 ohm -cm, which suggests the site soil is considered to have a "very severe" corrosion potential with respect to ferrous metal installations. A corrosion expert should be consulted regarding appropriate corrosion protection measures. Sladden Engineering www.SladdenEngineering.com February 10, 2017 - 13 - Project No. 544-14059 17-01-011 UTILITY TRENCH BACKFILL All utility trench backfill should be compacted to a minimum relative compaction of 90 percent. 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 soil engineer 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 concrete placement. 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 www.SladdenEngineering.com February 10, 2017 -14 - Project No. 544-14059 17-01-011 ADDITIONAL SERVICES Once completed, final project plans and specifications should be reviewed by use prior to construction to confirm that the full intent of the recommendations presented herein have been applied to design and construction. Following 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 engineered fil 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 www.SladdenEngineering.com February 10, 2017 - 1 - Project No. 544-14059 17-01-011 REFERENCES Blake, T., 2000, EQFAULT and EQSEARCH, Computer Programs for Deterministic and Probabilistic Prediction of Peak Horizontal Acceleration from Digitized California Faults. Califomia Building Code (CBC), 2016, California Building Standards Commission. California Department of Conservation (CDOC), 2017, Regulatory Maps; available at: www.quake.ca.gov/gmaps/Wh/regulatory maps.htm. Cao T., Bryant, W.A., Rowshandel B., Branum D., Wills C.J., 2003, "The Revised 2002 California Probabilistic Seismic Hazard Maps". Coachella Valley County Water District (CVCWD), 1975, Depth to Groundwater measurements. Earth Consultants International, Inc (ECI), 2010, Technical Background Report to the Safety Element of the La Quinta 2035 General Plan Update, Seismic Hazards, Geologic Hazards, Flooding Hazards; Revised September 7, 2010, June 2010. GoogleEarth.com, 2017, 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), 2017, available at http://www.tlma.co.riverside.ca.us/gis/gisdevelop.htm]. 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. TerraServer, Inc., 2002, Aerial Photographs and Topographic Maps at Various Scales. Available at www.terraserve.com Tyley, S.J., 1974, Analog Model Study of the Ground -Water Basin of the Upper Coachella Valley, California, Geological Survey Water -Supply Paper 2027. United States Geological Survey (USGS), 2012, La Quinta 7.5 Minute Quadrangle Map, 1:24000. United States Geological Survey (USGS), 2008, Interactive Deaggregations; available at: https://geohazards.usgs.gov/deaggint/2008/ United States Geological Survey (USGS), Sneed, M., Brandt, J.T., 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 State Geological Survey (USGS), 2017a, Custom Vs30 Mapping; available at: http://earthquake.usgs.gov/hazards/apps/vs30/custom.php Sladden Engineering www.SladdenEngineering.com February 10, 2017 -16 - Project No. 544-14059 17-01-011 United State Geological Survey (USGS), 2017b, U.S. Seismic Design Maps; available at: http-Hearthquake.usgs.gov/designmaps/us/application.php Sladden Engineering www.SladdenEngineering.com FIGURES SITE LOCATION MAP REGIONAL GEOLOGIC MAP BOREHOLE LOCATION PLAN SUBSIDENCE CONTOUR MAP GROUND FISSURES Sladden Engineering www.SladdenEngineering.com �r SITE �5 � ii �1�#.iiili L ..� ,�: ' `- .:.a - . ,: �. �► until IN iN b. 1 USGS 2012 SITE LOCATION MAP FIGURE Pro ect Number: 544-14059 Report Number. 17-01-011 Sladden Engineering Date_ February 10, 2017 9 +1 -- Pa I (YIS CPA,. -�v � 4 _ G F!e -s�+c .:� -'a.•� ' � _-.s... _ems_ _ :� � _'y�r' vy1 � 1� � i i �i p ' . �_ fire. U"ttt y 1 ` `9 y . • P •�, pi 5: r - �r f , N C r J�g}�l , r„ ',�' Q � * . -1 SITE Radio -Q, R 4 OI p! Cos hell . R 8 oaf - aeeARus U AEP T5 •-- if - ;•_ `�� Vt��/� ��.,� ` 1 � l � ,f�i '�� 1, ,� • '.,, 1,~ �, c,,�j� )f ,.c� � t -;� �� c,r \ i >� p l IC r t� �t r :-1, :; s : ! HIG SH0 1-LIN AN N�KK CO�i U� EXPLANATION OF SITE UNITS 6tCs ` Ct_Gtt CAL.AREC US FA DaiG ",0 T Alluvium +-• � �L - A C IV, S7t L)1:E + ? ? eif n Inke t}t-^nv"t4 '`r '` �._� ret; IN f DJA N SERV Rogers 1965 �_ . ►1- 4'..7 f flrt! l7►. yam. 1 REGIONAL GEOLOGIC MAP FIGURE Project Number: 544-14059 2 Report Number: 17-01-011 Sladden Engineering Date: February 10, 2017 LEGEND f �,U BH-7 Borehole Location ' kwh�►. , ,• L POTF\7IM. FIIIIM I.44'ZIMA Wtf-L GOLF OUK L COR(I0\ OF Pi 11) *- F RFER\ E, L18t.Ii LIT I kKI=LL.S GOLF CLUBI iOUSH LIFL-IILE BR \VhD — - - KL�IDFNTI:1L DF\ H OPINIFV _v I'IF 4t 1K-L RA 3 LU\UKI BK \NDED .' ,�j RL IDLt I ! 1L DL\'EL�� If 1`, i .ti l t i - 7- t I\ 1 H t � .( LKl � IF.. -I .. RN 2 � � f K" TI I I \L. • FlllllRt (,;��LI .r. LLMIM WILL iOURaf i u, - P=\ II KLAPIVI•IPUBLIC; G`YF COUR f USE i \KC[! \ ILL\C.F \h t \ I I^4 t u i Eh" P\ a \ 1 PR \1F1\D!- \tI\l D it l t 11\D Ll.+ LI,tiirl• AR) W\ttil'fh+lli. A05 1411 II', �t * I� ��• I � Il1CJnIlR-,'�DI.L`AG`:lGC.t'T7,r LRB..i,4�p w�. 1! � f� I ! ! ..3.sxlxc i\Fa7nain: �a1:,3,n 's RL�`I(I KIADI_`IIAI,. , ,til:Ilk B#nSXXDMAXIM ILMl..IMTr VJ H! 1ILLaCE ML1k \.riE WJD %t ' 714-u-r >Rr., I ns wo 1 t I .,,l ilmi` 1"r,w .vo�cn�:nu.uu rdtir ,u f H-7 1'. \ I(1f3 1 ! •a R711r�rtLL \tu �:.�lr�Jll�a-ie ;a �'. t/ V0IF\I1\LIUTLIRF • �,�• sr 1 J [,.�tic..`E.IR�t ttirklat: III IM f!- I LEI I?.\Ft 1 t - ' 1''t ice' uc K , T'he Robert Green Lompimy (2016) BOREHOLE LOCATION PLAN4t hlr�ulzt Project Number: a44-14059 Report Number: 17-01-011 Sladden Engineering Late: February. 10, 2017 7 Zo r 50 MAGF Palm Desert Area 1 d� vd eft �0 'tf 0 DEEP «eUs (Area 2 k Sd� d USGS 2007 *04 Subsidence Contour -Interval 10 mm La Qainta (Aria Consolidated Roc k or Partly Consolidated Deposits ©COTID CGPS station and identifier ®OSDO GPS station and identifier 0 2 Miles 0 2 Kilometers Sr Rock Yt r� AP FIGUKF. 4 201 AiI .6 00 ,��. irviY� "� �' rss�!s'• ty�,�i�.M!'h4f� ``,�,�.,•.rr � ,-� Ground Fissures Observed i oe on ' ,i}� .`. R�« t eirM fir"" � -��` ��,�� y E � _ � i 3 � • WOW — IL vow — Alto q�. G �, ti J 1y, I 4'J• Aft NO �►� a •. -9. X� die r wk r _ r 1�" • �r ^71Fissures (FC y11Si + i on �yt Y' c �.lr�'��ys'•;, �y ._t�� •i1�1;�r1`, 't�`,1A+ ;A� . �'K.� i • - v4 r`Ii1�" ,!"9-R M1 fir' SN" s� ._` M }t • 1•r ��' .;dP ..�inaK�'#` `!+' aMslw70 �7EP. ` � � ,E` ' :_1 ''.� •»v,`.! l .. APPENDIX A FIELD EXPLORATION Sladden Engineering www.SladdenEngineering.com APPENDIX A FIELD EXPLORATION For our field investigation, seven (7) exploratory bores were excavated utilizing a truck -mounted drill rig equipped with 8 inch (O.D.) hollow -stem augers (Mobile B-61). Continuous logs of the materials encountered were made by a representative of Sladden Engineering. 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 www.SladdenEngineering.com UNIFIED SOIL CLASSIFICATION SYSTEM MANOR DIVISIONS TYPICAL NAMES GW WELL GRADED GRAVEL -SAND MIXTURES GRAVELS CLEAN GRAVELS WITH POORLY GRADED GRAVELS, GRAVEL -SAND LITTLE OR NO FINES c GP MIXTURES c N SILTY GRAVELS, POORLY -GRADED GRAVEL- z MORE THAN HALF z COARSE FRACTION IS GM SAND -SILT MIXTURES LARGER THAN No.4 SIEVE GRAVELS WITH OVER = SIZE 12% FINES CLAYEY GRAVELS, POORLY GRADED GRAVEL- z GC SAND -CLAY MIXTURES SW WELL GRADED SANDS, GRAVELLY SANDS SANDS CLEAN SANDS WITH ¢ ¢ LITTLE OR NO FINES o x SP POORLY GRADED SANDS, GRAVELLY SANDS z SILTY SANDS, POORLY GRADED SAND -SILT Fx MORE THAN HALF COARSE rz FRACTION IS SMALLER SM MIXTURES p THAN No.4 SIEVE SIZE SANDS WITH OVER 12% SC CLAYEY SANDS, POORLY GRADED SAND -CLAY FINES MIXTURES INORGANIC SILTS & VERY FINE SANDS, ROCK c ML FLOUR, SILTY OR CLAYEY FINE SANDS, OR z CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM SILTS AND CLAYS CL PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, ✓� E a x LIQUID LIMIT LESS THAN 50 SILTY CLAYS, CLEAN CLAYS ORGANIC CLAYS AND ORGANIC SILTY CLAYS ✓0� w OL OF LOW PLASTICITY z En> x 012 INORGANIC SILTS, MICACEOUS OR MIDI DIATOMACIOUS FINE SANDY OR SILTY SOILS, z ELASTIC SILTS z SILTS AND CLAYS: LIQUID LIMIT GREATER THAN CH INORGANIC CLAYS OF HIGH PL.ASTICCTTY. FAT x 50 CLAYS E- OH ORGANIC CLAYS OF MEDIUM TO HIGH 0 PLASTICITY, ORGANIC SILTS z HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS EXPLANATION OF BORE LOG SYMBOLS _California Split -spoon Sample ®Unrecovered Sample m 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 BORE LOG ® SLADDEN ENGINEERING Drill Rig: Mobile B-61 Date Drilled: 12/16/2016 Elevation: 25 Ft (MSL) Boring No: 3171-1 o S S o y cv Description U d m m w o o a7 C) Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained 10/21/23 1 3 63.8 5.6 109.4 2 w/ gravel and trace of clay (Fill). Sandy Silt (ML); slightly moist, dark brown, very stiff, low plasticity 4 w/ clay (QI-Qal). 16/I7/19 63.4 10.7 114.8 6 Sandy Silt (ML); slightly moist, dark brown, very stiff, low plasticity w/ clay (Ql-Qal). 8 13/16/16 61.1 9.0 ]o 12 Sandy Silt (ML); slightly moist, dark brown, hard, low plasticity w/ clay (QI-Qal). ]4 7/12/14 55.1 7.4 101.7 16 Sandy Silt (ML); slightly moist, dark brown, very stiff, low plasticity w/ clay (QI-Qal). 18 4/5/6 72.1 9.2 20 22 Sandy Silt (ML); slightly moist, dark brown, stiff, low plasticity w/ clay (QI-Qal). 24 717/8 812 8.6 85.2 Silty Clay (CL); slightly moist, grayish brown, stiff, low to medium 26 plasticity (Ql-Qa1). 28 617/9 85.5 6.2 30 32 Silty Clay (CL); slightly moist, grayish brown, stiff, low to medium plasticity (Ql-Qal). 34 7112/15 882 10.5 95.1 36 Silty Clay (CL); slightly moist, grayish brown, very stiff, low to medium plasticity (Ql-Qal), 38 5/7/7 85A 16.8 � 42 Silty Clay (CL); moist, grayish brown, stiff, low to medium plasticity (Q]-Qal). 44 7/11/12 84.6 19.1 99.1 46 Silty Clay (CL); wet, grayish brown, stiff, low to medium plasticity (QI-Qal). 48 5/7/8 1 1 1 81.0 23.4 50 Silty Clay (CL); wet, grayish brown, stiff, low to medium plasticity QI-Qal. Completion Notes: SILVER ROCK RESORT COMPLEX Terminated @ 51.5 Feet bgs. NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 544-14059 Page 1 No Groundwater or Seepage Encountered. Report No: 17-01-017 No Bedrock Encountered. BORE LOGDrill SLADDEN ENGINEERING �J Rig: MobileB-67 Date Drilled: 12/16/2016 Elevation: 25 Ft (MSL) Boring No: BH-2 x o £ = w Description C+ a E U o kn a o Q R m w U s Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained 2 w/ ravel and trace of clay (Fill). 10/14/14 47.2 6.4 4 '': Silty Sand (SM); slightly moist, dark brown, medium dense, fine -to - 6 coarse grained w/ clay (Ql-Qal). 8 16/26/31 69.5 12.5 124.1 ]0 Sandy Silt (NIL); moist, dark brown, hard, low plasticity w/ day (Ql- 12 Qal). 13! 1 61.7 7.6 14 16 Sandy Silt (ML); slightly moist, dark brown, medium stiff, low plasticity w/ clay (Ql-Qai). is „5 30.7 3.4 92.4 20 Silty Sand (SM); dry, grayish brown, loose, fine -to -coarse grained w/ .;_ day (QI-Qal). 41i; lii 84.9 19.2 24 26 Silty Clay (CL); wet, grayish brown, very stiff, low to medium plasticity (QI-Qal). 28 7110/15 91.7 29.9 88.6 30 Silty Clay (CL); wet, grayish brown, very stiff, low to medium 32 plasticity (QI-Qal). Terminated @ 31.5 Feet bgs. No Groundwater or Seepage Encountered. 36 No Bedrock Encountered. 38 40 42 44 46 48 101 Completion Notes: SILVER ROCK RESORT COMPLEX NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 544-140,59 Page 2 Report No: 17-01-01 ] BORELOG ® SLADDEN ENGINEERING Drill Rig: Mobile B-61 Date Drilled: 12/16/2016 Elevation: 25 Ft (MSL) Boring No: BH-3 a, o Z u o w —� Description 5 �0�r cn O oo cc w C] C] U 2 Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained w/ gravel and trace of clay (Fill). 4 11/18/22 58.9 8.7 116.9 6 Sandy Silt (ML); slightly moist, dark brown, very stiff, low plasticity w/ clay (QI-Qal). 8 7/12/12 80.8 14.4 10 12 Sandy Silt (ML); moist, dark brown, very stiff, low plasticity w/ clay (QI-Qal). l4 6/7/8 65.9 7.6 87.8 16 Sandy Silt (ML); slightly moist, dark brown, stiff, low plasticity w/ clay (Ql-Qal). t8 8/11/12 11.5 1.1 20 22 . Sand (SP-SM); dry, grayish brown, medium dense, fine -to -coarse grained w/ trace of silt (Ql-Qal). 24 8/12/12 62.5 3.7 94.0 26 Sandy Silt (ML); dry, grayish brown, stiff, low plasticity w/ trace of clay (Q]-Qal). z8 7/7/8 76.3 2.5 30 32 Sandy Silt (ML); dry, grayish brown, stiff, low plasticity w/ trace of clay (Ql-Qal). 34 Terminated G 31.5 Feet bgs. No Groundwater or Seepage Encountered. 36 No Bedrock Encountered. 3e 40 42 44 46 98 50 Completion Notes: SILVER ROCK RESORT COMPLEX NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 544-14059 Page 3 Report No: 17-01-011 BORE LOG �� SLADDEN ENGINEERING Drill Rig: MobileB-6I Date Drilled: 12/1612016 Elevation: 25 Ft (MSL) Boring No: N 1 4 Description x Uj 8_1 Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained 2 w/ gravel and trace of day (Fill). 8/13/13 8.4 4 6 - Sandy Silt (ML); slightly moist dark brown, very stiff, low plasticity wl gravel and clay (Q]-Qal). 8/11/15 443 2.1 98.9 M- Silty Sand (SM); dry, dark brown, medium dense, fine -to -coarse -- 12 grained w/ gravel and clay (QI-Qal). 14 6/9/6 12.8 1.9 - 16- Silty Sand (SM); dry, dark brown, medium dense, fine -to -coarse grained w/ gravel and clay (QI-W). -18- 7/9/15 35.2 2.9 100.2 20-!' Silty Sand (SM), dry, dark brown, medium dense, fine -to -coarse 22-:::. grained w/ gravel and clay (QI-Qal). 3/9/12 65.3 14.0 24-: -26- Sandy Silt (ML); moist, grayish brown, very stiff, low plasticity wl clay (Q]-Qal). -28- 15/IS/17 17.1 2.5 101.9 30-- - - i � . Silty Sand (SM); dry, grayish brown, medium dense, fine-to-coar'w -32-. grained w/ clay (Q]-Qal). 4/7/7 44.6 9.4 -34- -36- Silty Sand (SM); slightly moist, grayish brown, medium dense, fine - to -coarse grained w/ clay (QI-Qal). -38- 89.1 163 95.9 40 Silty Clay (CL); moist, grayish brown, stiff, low to medium plasticity -42 (QI-Qal)- 10111/11 30.0 4-1 -44 46 Silty Sand (SM); dry, grayish brown, medium dense, fine -to --coarse grained w/ day (QI-Qal). -48- 50 - Silty Clay (CL); wet, grayish brown, stiff, low to medium plasticity 7/9/12 1 188.1119.51 88.2 F (Q]-Qal). Completion Notes: SILVER ROCK RESORT COMPLEX Terminated @ 51.5 Feet bgs. NWC JEFFERSON STREET & AVENUE 54, LA QUINTA No Groundwater or Seepage Encountered. Project No: 544-14059 Page 4 Report No: 17-01-011 1 No Bedrock Encountered. 1 BORE LOG SLADDEN ENGINEERING Drill Pig: Mobile B-6EL Date Drilled: 12/16/2016 Elevation: 25 Ft (h4SL) Boring No: BH-5 x Q) B, 0 E 0 Description CL 0 0 —Ps x LU fu Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained 2 - W/ gravel and trace of clay (Fill). 4 7/18/18 64.1 8.2 113.7 Sandy Silt (ML); slightly moist, darkbrown, very stiff, low plasticity 6 - - wl clay (QI-Qal). 8 - 9/10/15 53.7 5.0 10- 12- Sandy Silt (N-11); slightly moist, dark brown, very stiff, low plasticity w/ clay (QI-Qal). 14- 10/14/16 31.5 1.1 103.0 Silty Sand (SM); dry, grayish brown, medium dense, fine -to -coarse 16- grained wl trace of clay (QI-Qal). 18- 4/7/6 87.6 9.5 20 -22 Silty Clay (CL), slightly moist, grayish brown, stiff, low -to -medium plasticity (QI-Qal). -24 11/12/17 61.7 2.2 98.0 Sandy Silt (UL); dry, grayish brown, very stiff, low plasticity w/ day 26- (QI-Qal). -28- 6110/10 34.4 3.1 30 - 32- L Silty Sand (SM); dry, grayish brown, medium stiff, fine -to -coarse grained w/ clay (Q]-Qal), Terminated @ 31.5 Feet bgs. -34- No Groundwater or Seepage Encountered. -36- No Bedrock Encountered_ -38- -40- -42- -44- -46- -48- 50- Completion Notes: SILVER ROCK RESORT COMPLEX NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 544-14059 Page 1 5 lReport No: 17-01-011 BORE LOG SLADDEN ENGINEERING �J Drill Rig: MobileB-61 Date Drilled: 12/16/2016 Elevation: 25 Ft (MSL) Boring No: BH-6 uxi o g ell o 6 0 v , u Description .2 it U o A x v a v ar a cn m ado w e 3' 0 u Q U Silty Sand (SM); slightly moist, dark brown, fine -to -coarse grained 2 - w/ gravel and trace of clay (Fill). 7/12/15 20.2 1.2 4 6 Silty Sand (SM); dry, grayish brown, medium dense, fine -to -coarse grained w/ trace of clay (QI-Qal). 8 . 11/12/18 40.7 3.6 105.1 10 Silty Sand (SM); dry, grayish brown, medium dense, fine -to -coarse 12 grained w/ trace of clay (Ql-Qal). 8/8/8 41.5 2.8 14 Silty Sand (SM); drv, grayish brown, medium dense, fine -to -coarse t6 grained w/ trace of clay (Ql-Qal). 18 12/20/29 7.1 0.8 118.2 20 Gravelly Sand (SP); dry, grayish brown, dense, fine -to -coarse 22 rained w/ trace of clay (QI-Qal). 24 Terminated @ 21.5 Feet bgs. No Groundwater or Seepage Encountered. 26 No Bedrock Encountered. 28 30 32 34 36 38 40 42 44 46 48 50 Completion Notes: SILVER ROCK RESORT COMPLEX NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 544-14059 Page 6 Report No: 17-01-011 BORE LOG ® SLADGEN ENGINEERING Drill Rig: Mobile B-61 Date Drilled: 12/16/2016 Elevation: 25 Ft (MSL) Boring_ No: BH-7 x � 00 o o Description A y J 3 C oIL o E cn m xx w o 0 �. 0 U Silty Sand (SM); slightly moist, grayish brown, fine -to -coarse 2 grained w/ ravel and trace of clay(Fill). 4 8/10/17 58.3 1.5 99.6 Sandy Silt (ML); dry, grayish brown, very stiff, low plasticity w/ 6 trace of clay (QI-Qal). 8 4/4/5 16.2 1.6 10 12 Silty Sand (SM); dry, grayish brown, loose, fine -to -coarse grained w/ trace of clay (Ql-Qal). 14 5/'9/11 39.8 4.5 99.2 Silty Sand (SM); dry, grayish brown, medium dense, fine -to -coarse 16 grained w/ trace of clay (Ql -Qal). 18 4/4/4 71.0 7.8 20 - 22 Et Sandy Silt (ML); slightly moist, grayish brown, medium stiff, low plasticityw/ trace of clayQl-Qal . Terminated @ 21.5 Feet bgs. 24 No Groundwater or Seepage Encountered. No Bedrock Encountered. 26 28 30 32 34 36 38 40 42 44 46 48 50 Completion Notes: SILVER ROCK RESORT COMPLEX NWC JEFFERSON STREET & AVENUE 54, LA QUINTA Project No: 541-14059 Page % Report No: 17-01-011 APPENDIX B LABORATORY TESTING Sladden Engineering www.SladdenEngineering.com 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 soils 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. Graphic representations of the results of this testing are presented 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: One (1) bulk sample was selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4-inch 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 Testing: One (1) bulk sample was 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. Sladden Engineering www.SladdenEngineering.com Consolidation/Hydro-Collapse Testing: Two (2) 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. 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. Sladden Engineering www.SladdenEngineering.com Sladden Engineering 450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: 544-14059 Project Name: Silver Rock Resort Lab ID Number: LN6-16057 Sample Location: BH-1 Bulk 1 @ 0-5' Description: Dark Brown Silty Sand (SM) Maximum Density: 118 pef Optimum Moisture: 12.5% 145 140 135 130 a 125 .N c A 120 a.. A 115 110 105 100 0 Sieve Size % Retained 3/4" 3/8" #4 0.5 <----- Zero Air Voids Lines, sg =2.65, 2.70, 2.75 5 10 15 Moisture Content, % January 9, 2017 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 Job Number: Job Name: Lab ID Number: Sample ID: Soil Description Expansion Index ASTM D 4829 544-14059 Silver Rock Resort LN6-16057 BH-1 Bulk 1 (aJ 0-5' Dark Brown Silty Sand (SM) W t of Soil + Ring: 562.6 %Veieht of Rinu: 191.1 Wt of Wet Soil: 371.5 herCeTlt A'lOislure: 10.5% Sample Height. in 0.95 Wet Density, ef: 118.5 Dry Denstiy, pcf: 1 107.2 Saturation: 1 49.6 Expansion Rack # 4 Date/1 ittle 1/5/2017 1 3:10 PM Initial Readin&' 0.0000 Final Reacting 0.0046 Expansion Index (Final - Initial) x 1000 5 January 9, 2017 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: 544-14059 Job Name Silver Rock Resort Lab ID No. LN6-16057 Sample ID BH-1 Bulk 1 ( 0-5' Classification Dark Brown Silty Sand (SM) Sample Type Remolded @ 90% of Maximum Density January 9, 2017 Initial Dry Density: 105.9 pcf Initial Mosture Content: 12.7 % Peak Friction Angle (0): 30' Cohesion (c): 60 psf Test Results 1 2 3 4 Average Moisture Content, % 20.3 20.3 20.3 20.3 20.3 Saturation, % 92.8 92.8 92.8 92.8 92.8 Normal Stress, kps 1 0.739 1 1.479 1 2.958 5.916 Peak Stress, kps 1 0.468 1 0.881 1 1.778 3.405 • Peak Stress l .incar (Peak Stress) 6.0 5.0 -- a 4.0 3.0 zn - 1.0 L 0.0 0 1 2 3 4 5 6 Normal Stress, kps 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: 544-14059 Project Name: Silver Rock Resort Lab ID Number: LN6-16057 Sample ID: BH-1 Bulk I @ 0-5' January 9, 2017 Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 2" 50.8 100.0 1 1/2" 38.1 100.0 1" 25.4 100.0 3/4" 19.1 100.0 1 /2" 12.7 99.9 3/8" 9.53 99.8 #4 4.75 99.5 #8 2.36 99.3 #16 1.18 97.0 #30 0.60 96.1 #50 0.30 93.4 # 100 0.15 73.9 #200 0.075 41.5 10.000 1.000 0.100 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 R C136 Project Number: 544-14059 Project Name: Silver Rock Resort Lab ID Number: LN6-16057 Sample 1D: BH-2 R-4 @ 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 2.36 100.0 #16 1.18 99.9 #30 0.60 99.7 450 0.30 97.2 9100 0.15 77.8 9200 0.074 36.6 January 9, 2017 ;' 'IIII■■r�rilll�■r�llll��s■IIIII■■■■IIIII■�■� IIII■■■■IIIII■■■■IIIII■■\�■IIIII■■■■IIIII■■■ IIIII■■■IIIII■■■■IIIII■■��IIIII■■■■IIIII■■■■ 1111�■■■IIIII■■�11111�■■\�11 1 ■■■IIIII■■■■ .' 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Resistivity per CA 417 per CA 422 per CA 643 ppm ppm ohm -cm 400 150 1030 C Rpt 544-14059 010917 APPENDIX C 2016 SEISMIC DESIGN MAP AND REPORT VS30 GRADIENT MAP PSH DEAGGREGATION OUPUT Sadden Engineering www.SladdenEngineering.com 1/9i2017 Design Maps Summary Report W. USGS Design Maps Summary Report User -Specified Input Report Title 544-14059 Mon January 9, 2017 19:14:08 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.667370N, 116.27725°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/1I/III '. A7tPrlt - Mirage Palm Deserter Indio r '.coachetla- -' la Quints ,F 4. +I queg1c3f.C?:h1:4,1 kgnlAifvort - O 4, - - - r,.Mecca USGS-Provided Output SS = 1.500 g SMS = 1.500 g Sps = 1.000 g Si = 0.645 g SN1 = 0.968 g SD1 = 0.645 g For information on how the SS and Sl values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum 1.65 1.su t.25 1.20 1.05 Oi 0.50 H 0.?5 0.6o 0.45 0.20 0.15 0.00 0.00 0.20 0.40 0.60 0.30 1.00 1.20 1.40 1.60 1.20 2.00 Period T (sec) Design Response Spectrum 1.10 0.99 0.88 0.7i Q� 0.66 y 0.55 0.44 0.32 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) For PGAMr T„ CRs, and Ca, values, please vow the detailed report. Although this information Is a product of the U.S. Geological Survey, we provice no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. httpJ/earthquake.usgs.gov/designmaps/uslsummary.php?templato=minimal&latitude=33.6673688longitude--116-Y"252&sitedass=3&riskcategory=0&editioa-- . 1/1 1i9;2017 Design Maps Detailed Report -1622.USGS Design Maps Detailed Report ASCE 7-10 Standard (33.667370N, 116.277251W) Site Class D - "Stiff Soil", Risk Category 1/II/111 Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are For the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain S.) and 1.3 (to obtain S,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 t�1 From Figure 22-212) Section 11.4.2 — Site Class SS = 1.500 g Sl = 0.645 g The authority having jurisdiction (not the USGS), site -specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class VS N orN,, S. A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: Plasticity index PI > 20, • Moisture content w ? 40%, and • Undrained shear strength s. < 500 psf y F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1 For SI: 1ft/s = 0.3048 m/s llb/ft2 = 0.0479 kN/m2 http://earthquake.usgs.gavfdesignmaps/us/reporLphpAemplate=minimal&latitude=33.667368&longitude=-116.277252&sitedass=3&riskcategory=Mod hon=asc... 1/6 VM017 Design Maps Detailed Report Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCEF) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient Fa Site Class Mapped MCE K Spectral Response Acceleration Parameter at Short Period SS :- 0.25 S5 = 0.50 S, - 0.75 S�, = 1.00 S5 ? 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and SS = 1.500 g, Fe = 1.000 Table 11.4-2: Site Coefficient F Site Class Mapped MCE Spectral Response Acceleration Parameter at 1-s Period S150.10 S.=0.20 S,=0.30 S,=0.40 S,>_0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S. For Site Class = D and S, = 0.645 g, F = 1.500 http://earttiquake.usgs.gov/clesignrn apsluslreport.php?template= minim al&latitude=33,667368&1 ongi lude=-116.277252&siteclass=3&riskcategory- 0&edition--asc. 2r6 1/9/2017 Design Maps Detailed Report Equation (11.4-1): Sr,s = F,,Ss = 1.000 x 1.500 = 1.500 g Equation (11.4-2): Sr,t = F S, = 1.500 x 0.645 = 0.968 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): SoS = % SMS = 2/ x 1.500 = 1.000 g Equation (11.4-4): S,, = 1/, SN1, = 2/, x 0.968 = 0.645 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 t31 T, = 8 seconds r Figure 11.4-1: Design Response Spectrum T<Ts: S.=Sm(0.4+0.6T/To) ToSTSTr.: S.=SOB S.x = 1.000 - - TS<TST,;So=SmJT T>T,:S,=SmT,1T2 S:n = 0.64 T, = 0.129 T, = 0.645 LOGO Period, T (sec) hdpl/earthquake.usW.gov/designmaps/uslreportphp?template=m inimai&latitude=33.667368&longitude---116.277252&siteclass=3&riskcategory=08 edition=asc.. 3/6 1/9/2017 Design Maps Detailed Rep3rt Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCE, Response Spectrum is determined by multiplying the design response spectrum above by 1.5. S,.; = 1.500 A rn c 0 �a a sr, = 0 968 v u Q tV u r 0 a v cc ff m n T; = 0.129 T, = 0.645 1.000 Period, T (sec) http://earthquake.usgs.govidasignrn aps/us/repnrt.ptip7ternptate=minimal&latitude= 33.667368&longitude`-116.2T7252&si tedass=3&nskcategory=0&edition=asc.. 4/b 1)e;2017 Design Maps Detailed Repnrt Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Fi ure 22-7 tat PGA = 0.562 Equation (11.8-1): PGA, = FPc,PGA = 1.000 x 0.562 = 0.562 g Table 11.8-1: Site Coefficient F,,, Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA 5 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA >_ 0.50 A 0.8 0,8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation fog intermediate values of PGA For Site Class = D and PGA = 0.562 g, FPr;p = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17151 CPS = 1.051 From Figure 22-1801 C,, = 1.016 http //earthquake.usgs.gov/designm aps/us/re-port,php?template-m inimal&latitude=33.567368&longitude=-116.277252&sl tac1a99=3&rrskcategory=0&edi Oon=asc.. 516 V11/2017 Design Maps Detaled Report Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Desian Catecory Based on Short Period Resoonse Acceleration Parameter VALUE OF Sos RISK CATEGORY I or II III IV S, < 0.167g A A 6 A 0.167g <_ Sps < 0.339 B C 0.33g 5 Sos < 0.50g C C D 0.50g 5 S" D D D For Risk Category = I and Sus = 1.000 g, Seismic Design Category = D Table 11.6-2 Seismic Desiqn Category Based on 1-S Period Resoonse Acceleration Parameter VALUE OF Sol RISK CATEGORY I or II TIT IV Sp, < 0.067g A A A 0.067g 5 SDI < 0.1339 B B C 0.133g <_ S,„ < 0.20g C C D 0.20g <_ SDI D D D For Risk Category = I and Sp, = 0.645 g, Seismic Design Category = D Note: When S, is greater than or equal to O.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category - "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs-/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: http://earthquake.tisgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figiire_22-12.pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfsJ2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-17.pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCF-7_Figure_22-18.pdf http://eathgLjake.usgs.gw/designmaps/us/report.ptip?template=minimal&latitude=33.6673688.longitude=-116.277252&siteclass=3&riskcategory=08editicn=asc, . 66 EM a017.�in 919:t58 -116.279167 33.687500 254 -116.270836 33.687500 241 -116.262497 33.687500 236 -116.254166 33.687500 239 -116.279167 33.679165 253 -116.270836 33.679165 241 -116.262497 33.679165 237 -116.254166 33.679165 239 -116.279167 33.670834 451 -116.270836 33.670834 244 -116.262497 33.670834 251 -116.254166 33.670834 254 -116.279167 33.662498 633 -116.270836 33.662498 425 -116.262497 33.662498 242 -116.254166 33.662498 248 -116.279167 33.654167 513 -116.270836 33.654167 449 -116.262497 33.654167 207 -116.254166 33.654167 206 Vs30 544-14059 Page 1 0�. 60 h0 ss w cl - Q � o o `Q' o N V N r, 0 V w V V w V "T c? V Wn V V VO A ■ � O V o N Q c w c° v SS 6 V V V kn c c T N a` v ■ . .0 0 PCvezey of uQgnqujuoo % a d z E 0 a 0 0 3 m 1192017 1)t4ps1'geohazards.usgs.govldeaggintl20D8/auU544-14059_2017.01.09_19.19.48.txt *** Deaggregation of Seismic Hazard at One Period of Spectral Accel. *** *** Data from U.S.G.S. National Seismic Hazards Mapping Project, 2008 version *"* PSHA Deaggregation. %contributions. site: 544-14059 long: 116.277 W., lat: 33.667 N. Vs30(m/s)= 300.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 475 yrs. Exceedance PGA-0.4883 g. Weight * Computed_Rate_Ex 0.211E-02 #Pr[at least one eq with median motion>=PGA in 50 yrs]=e.00356 #This deaggregation corresponds to Mean Hazard w/all GMPEs DIST(KM) MAG(MW) ALL_FPS EPSILON>2 1<FPS<2 O<EPS<1-1<EPS<O-2<EPS<-1 EPS<-2 7.9 5.05 1.203 0.569 0.634 0.000 0.000 0.000 0.000 13.3 5.05 0.237 0.237 0.000 0.000 0.000 0.000 0.000 7.9 5.20 2.497 0.968 1.412 0.116 0.000 0.000 0.000 13.5 5.20 0.608 0.589 0.021 0.000 0.000 0.000 0.000 8.0 5.4e 2.526 0.708 1.587 0.232 0.000 0.000 0.000 13.8 S.40 0.801 0.715 0.087 0.000 0.000 0.000 0.000 8.0 5.60 2.365 0.504 1.523 0.339 0.000 0.000 0.000 14.1 5.60 0.949 0.744 0.205 0.000 0.000 0.000 0.000 22.7 5.61 0.058 0.058 0.000 0.000 0.000 0.000 0.000 8.1 S.80 2.072 0.360 1.299 0.413 0.000 0.000 0.000 14.4 5.80 1.013 0.691 0.322 0.000 0.000 0.000 0.000 23.3 S.81 0.106 0.106 0.000 0.000 0.000 0.000 0.000 7.5 6.01 2.574 0.332 1.514 0.728 0.000 0.000 0.000 14.7 6.01 1.176 0.676 0.501 0.000 0.000 0.000 0.000 24.2 6.01 0.170 0.170 0.000 0.000 0.000 0.000 0.000 7.5 6.20 3.333 0.358 1.841 1.128 0.006 0.000 0.000 14.9 6.20 1.267 0.574 0.684 0.009 0.000 0.000 0.000 24.2 6.21 0.327 0.311 0.016 0.000 0.000 0.00e 0.000 33.9 6.22 0.053 0.053 0.000 0.000 0.000 0.000 0.000 7.6 6.40 3.080 0.266 1.496 1.292 0.027 0.000 0.000 14.7 6.40 1.376 0.442 0.900 0.034 0.000 0.000 0.000 23.9 6.41 0.440 0.37S 0.064 0.000 0.000 0.000 0.000 33.5 6.42 0.162 0.161 0.e01 0.000 0.000 0.000 0.000 5.4 6.60 0.818 0.054 0.317 0.418 0.029 0.000 0.000 12.1 6.66 2.706 0.65e 1.886 0.170 0.000 0.000 0.000 23.9 6.61 0.256 0.218 0.039 0.000 0.000 0.000 0.000 32.9 6.59 0.143 0.138 0.006 0.000 0.000 0.000 0.000 S.5 6.80 0.627 0.038 0.222 0.335 0.032 0.000 0.000 11.8 6.85 11.308 2.235 7.896 1.177 0.000 0.000 0.000 23.4 6.80 0.330 0.234 0.097 0.000 0.000 0.000 0.000 33.3 6.80 0.206 0.184 0.022 0.000 0.000 0.000 0.000 53.0 6.82 0.110 0.110 0.000 0.000 0.000 0.000 0.000 5.5 6.95 0.248 0.014 0.084 0.136 0.014 0.000 0.000 12.0 7.00 11.773 1.987 8.011 1.774 0.000 0.000 0.000 25.4 6.99 0.203 0.117 0.086 0.000 0.000 0.000 0.000 33.0 6.99 0.302 0.231 0.071 0.000 0.000 0.000 0.000 54.5 7.02 0.142 0.141 0.001 0.000 0.000 0.000 0.000 12.2 7.18 9.025 1.347 5.431 2.247 0.000 0.000 0.000 27.9 7.23 0.363 0.147 0.215 0.001 0.000 0.000 0.000 32.8 7.21 0.890 0.502 0.388 0.000 0.000 0.000 0.000 56.4 7.19 0.201 0.194 0.007 0.000 0.000 0.000 0.000 12.S 7.41 7.774 1.001 4.294 2.478 0.000 0.000 0.000 28.3 7.41 2.196 0.935 1.211 0.050 0.000 0.000 0.000 32.9 7.42 0.429 0.206 0.223 0.000 0.000 0.000 0.000 56.7 7.37 0.174 0.154 0.020 0.000 0.000 0.000 0.000 12.4 7.62 4.725 0.573 2.443 1.67S 0.034 0.000 0.000 28.8 7.59 3.853 1.181 2.389 0.282 0.000 0.000 0.000 58.9 7.58 0.170 0.137 0.033 0.000 0.000 0.000 0.000 12.3 7.78 4.246 0.417 1.907 1.876 0.046 0.000 0.000 28.9 7.79 1.941 0.525 1.218 0.198 0.000 0.000 0.000 65.8 7.77 0.068 0.055 0.013 0.000 0.000 0.000 0.000 12.1 7.98 4.596 0.431 1.954 2.076 0.135 0.000 0.000 27.9 7.98 0.205 0.043 0.129 0.033 0.000 0.000 0.000 59.7 7.98 0.093 0.066 0.027 0.000 0.000 0.000 0.000 11.9 8.19 0.913 0.076 0.352 0.439 0.045 0.000 0.000 httpsJlgeohatards.usgs.qov/cleagginV2008/out/544-14059 2017.01.09 19.19.48.tx1 1/5 1/9/2017 hllps-//geohazards.usgs.govldeagginU200&'ouU544-14059 2017.01.09_19.19.48.txt Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 100.0 Mean src-site R= 14.1 km; M= 6.86; epsO= 0.98. Mean calculated for all sources. Modal src-site R= 12.0 km; M= 7.00; epsO= 0.94 from peak (R,M) bin MODE R*= 12.0km; M*= 7.00; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 8.011 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon@ (mean values). California A -faults 64.18 15.3 7.30 0.90 CA Compr. crustal gridded 30.99 10.3 5.91 1.09 San Gorgonio Zone gridded 3.59 18.1 7.1.0 1.20 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon@ Site-to-src azimuth(d) San lacinto;A+C aPriori 2.64 28.9 7.50 1.36 -144.0 S. S.Andr.;CO aPriori 6.23 11.6 6.97 0.93 44.4 S. S.Andr.;SSB+BG aPriori 2.38 13.7 7.32 0.84 12.1 S. S.Andr.;BG+CO aPriori 2.43 11.6 7.36 0.67 44.7 S. San Andreas;CO MoBal 21.79 11.6 6.95 0.96 44.4 S. San Andreas Unsegmented A-fl 3.69 13.2 7.70 0.59 36.7 #*********End of deaggregation corresponding to Mean Hazard w/all GMPEs *********tt PSHA Deaggregation. %contributions. site: 544-14059 long: 116.277 W., lat: 33.667 N. Vs30(m/s)= 300.0 (some WUS atten. models use Site Class not V00). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 475 yrs. Exceedance PGA=0.4883 g. Weight * Computed_Rate_Ex 0.906E-03 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00258 #This deaggregation corresponds to Boore-Atkinson 2008 DIST(KM) MAG(Mk) ALL_EPS EPSILON>2 1<EPS<2 O<EPS<l-1<EPS<O-2<EPS<-1 EPS<-2 7.5 5.05 0.122 0.120 0.002 0.000 0.000 0.000 0.000 7.7 5.20 0.295 0.263 0.032 0.000 0.000 0.000 0.000 12.6 5.21 0.024 0.024 0.000 0.000 0.000 0.000 0.000 7.8 5.40 0.348 0.291 0.057 0.000 0.000 0.000 0.000 13.4 5.41 0.063 0.063 0.000 0.000 0.000 0.000 0.000 7.9 5.60 0.381 0.287 0.094 0.000 0.000 0.000 0.000 14.2 5.61 0.116 0.116 0.000 0.000 0.000 0.000 0.000 7.9 5.80 0.393 0.245 0.147 0.000 0.000 0.000 0.000 14.7 5.80 0.175 0.175 0.000 0.000 0.000 0.000 0.000 23.5 5.81 0.027 0.027 0.000 0.000 0.000 0.000 0.000 7.3 6.02 0.589 0.290 0.299 0.000 0.000 0.000 0.000 15.0 6.01 0.256 0.252 0.004 0.000 0.000 0.000 0.000 24.6 6.01 0.062 0.062 0.000 0.000 0.000 0.000 0.000 7.3 6.20 0.813 0.341 0.472 0.000 0.000 0.000 0.000 15.1 6.20 0.314 0.297 0.017 0.000 0.000 0.000 0.000 24.5 6.21 0.133 0.133 0.000 0.000 0.000 0.000 0.000 34.1 6.23 0.038 0.038 0.000 0.000 0.000 0.000 0.000 7.5 6.40 0.765 0.262 0.499 0.005 0.000 0.000 0.000 14.9 6.40 0.367 0.314 0.053 0.000 0.000 0.000 0.000 24.2 6.41 0.187 0.187 0.000 0.000 0.000 0.000 0.000 33.4 6.42 0.129 0.129 0.001 0.000 0.000 0.000 0.000 5.3 6.60 0.199 0.054 0.142 0.002 0.000 0.000 0.000 12.0 6.67 1.284 0.369 0.832 0.084 0.000 0.000 0.000 24.1 6.61 0.172 0.167 0.005 0.000 0.000 0.000 0.000 32.9 6.59 0.133 0.127 0.006 0.000 0.000 0.000 0.000 5.4 6.80 0.161 0.038 0.120 0.003 0.000 0.000 0.000 11.8 6.85 5.641 1.021 4.037 0.583 0.000 0.000 0.000 23.8 6.80 0.225 0.194 0.031 0.000 0.000 0.000 0.000 33.3 6.80 0.192 0.171 0.021 0.000 0.000 0.000 0.000 44.2 6.79 0.029 0.029 0.000 0.000 0.000 0.000 0.000 53.0 6.82 0.110 0.110 0.000 0.000 0.000 0.000 0.000 5.4 6.95 0.064 0.014 0.049 0.001 0.000 0.000 0.000 12.0 6.99 5.452 0.895 3.745 0.812 0.000 0.000 0.000 26.0 6.99 0.147 0.100 0.047 0.000 0.000 0.0e0 0.000 33.1 6.99 0.262 0.195 0.066 0.000 0.000 0.000 0.000 44.7 6.99 0.027 0.027 0.000 0.000 0.000 0.000 0.000 hUps,79eohazards_usgs.govldeaggintf20M'ouU544-14059 2017.01.09_19.19.48.txt 2/5 1i912017 https,ligeohazards.usgs.gov/ceagginU2008/ouV544-14059 2017.01.09_19.19.48.bd 54.6 7.02 0.142 0.140 0.001 0.000 0.000 0.000 0.000 12.2 7.17 4.580 0.660 2.867 1.052 0.000 0.000 0.000 28.0 7.22 0.248 0.103 0.144 0.001 0.000 0.000 0.000 32.8 7.21 0.751 0.389 0.362 0.000 0.000 0.000 0.000 44.1 7.19 0.023 0.023 0.000 0.000 0.000 0.000 0.000 56.4 7.19 0.197 0.190 0.007 0.000 0.000 0.000 0.000 12.6 7.41 3.792 0.476 2.159 1.158 0.000 0.000 0.000 28.5 7.42 1.749 0.597 1.109 0.043 0.000 0.000 0.000 32.9 7.41 0.336 0.144 0.193 0.000 0.000 0.000 0.000 44.0 7.40 0.032 0.030 0.003 0.000 0.000 0.000 0.000 56.7 7.36 0.166 0.146 0.020 0.000 0.000 0.000 0.000 12.5 7.63 2.280 0.264 1.197 0.819 0.000 0.000 0.000 28.9 7.59 2.502 0.608 1.618 0.276 0.000 0.000 0.000 34.0 7.57 0.031 0.016 0.014 0.000 0.000 0.000 0.000 58.9 7.58 0.158 0.125 0.033 0.000 0.000 0.000 0.000 65.7 7.58 0.043 0.039 0.004 0.000 0.000 0.000 0.000 12.3 7.78 1.911 0.168 0.909 0.834 0.000 0.000 0.000 28.9 7.79 1.264 0.270 0.809 0.194 0.000 0.000 0.000 59.0 7.79 0.036 0.025 0.010 0.000 0.000 0.000 0.000 65.8 7.76 0.063 0.050 0.013 0.000 0.000 0.000 0.000 12.1 7.98 2.104 0.170 0.940 0.971 0.024 0.000 0.000 28.0 7.98 0.125 0.022 0.081 0.023 0.000 0.000 0.000 59.7 7.98 0.076 0.050 0.026 0.000 0.000 0.000 0.000 11.9 8.19 0.422 0.030 0.171 0.208 0.014 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 43.0 Mean src-site R= 16.6 km; M= 7.11; epsO= 1.01. Mean calculated for all sources. Modal src-site R= 11.8 km; M= 6.85; epsO= 1.01 from peak (R,M) bin MODE R*= 11.7km; M*= 6.85; EPS.INTFRVAL: 1 to 2 sigma % CONTRIB.= 4.037 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon@ (mean values). California A -faults 33.85 16.8 7.30 0.91 CA Compr. crustal gridded 6.40 11.4 6.08 1.33 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon@ Site-to-src azimuth(d) San 3acinto;A+C aPriori 1.87 28.9 7.49 1.25 -144.0 S. S.Andr.;CO aPriori 3.06 11.6 6.97 0.89 44.4 S. S.Andr.;SSB+BG aPriori 1.21 13.7 7.31 0.79 12.1 S. S.Andr.;BG+CO aPriori 1.14 11.6 7.36 0.66 44.7 S. San Andreas;CO MoBal 10.74 11.6 6.94 0.91 44.4 S. San Andreas Unsegmented A-flt 1.85 13.9 7.69 0.63 36.7 #*********End of deaggregation corresponding to Boore-Atkinson 2008 *********# PSHA Deaggregation. %contributions. site: 544-14059 long: 116.277 W., lat: 33.667 N. Vs30(m/s)= 300.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 475 yrs. Exceedance PGA=0.4883 g. Weight * Computed_Rate_Ex 0.228E-03 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00048 #This deaggregation corresponds to Campbell-Bozorgnia 2008 DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<EPS<2 O<EPS<l-1<EPS<0-2<EPS<-1 EPS<-2 7.8 5.05 0.264 0.222 0.042 0.000 0.000 0.000 0.000 12.4 5.05 0.023 0.023 0.000 0.000 0.000 0.000 0.000 7.9 5.20 0.625 0.471 0.154 0.000 0.000 0.000 0.000 12.8 5.21 0.090 0.090 0.000 0.000 0.000 0.000 0.000 8.0 5.40 0.737 0.469 0.268 0.000 0.000 0.000 0.000 13.5 5.41 0.180 0.180 0.000 0.000 0.000 0.000 0.000 8.1 5.60 0.714 0.391 0.323 0.000 0.000 0.000 0.000 13.9 5.60 0.241 0.240 0.000 0.000 0.000 0.000 0.000 22.4 5.61 0.009 0.009 0.000 0.000 0.000 0.000 0.000 8.1 5.80 0.591 0.301 0.299 0.000 0.000 0.000 0.000 14.2 5.80 0.242 0.236 0.006 0.000 0.000 0.000 0.000 22.9 5.81 0.017 0.017 0.000 0.000 0.000 0.000 0.000 7.6 6.01 0.678 0.305 0.374 0.00e 0.000 0.000 0.000 https:Ugechazards.usgs.govide:lggni/20081oW544-14059 2017.01.09_19.19.48.txt 3/5 119d2017 httpsJ/geot.azards.usgs.gcrv.'deaggi ntr"81ouV574-14059_2017.01.09_19.19.48.W 14.5 6.01 0.268 0.253 0.015 0.000 0.000 0.000 0.000 23.8 6.01 0.025 0.025 0.000 0.000 0.000 0.000 0.000 7.5 6.20 0.881 0.344 0.537 0.000 0.000 0.000 0.000 14.7 6.20 0.286 0.262 0.024 0.000 0.000 0.000 0.000 23.8 6.21 0.052 0.052 0.000 0.000 0.000 0.000 0.000 7.6 6.40 0.854 0.262 0.586 0.006 0.000 0.000 0.000 14.5 6.40 0.314 0.263 0.050 0.000 0.000 0.000 0.000 23.6 6.41 0.074 0.074 0.000 0.000 0.000 0.000 0.000 33.6 6.41 0.008 0.008 0.000 0.000 0.000 0.000 0.000 5.4 6.60 0.274 0.054 0.205 0.015 0.000 0.000 0.000 12.8 6.63 0.244 0.202 0.043 0.000 0.000 0.000 0.000 23.5 6.60 0.034 0.034 0.000 0.000 0.000 0.000 0.000 5.4 6.80 0.196 0.038 0.147 0.011 0.000 0.000 0.000 12.1 6.84 0.594 0.484 0.110 0.000 0.000 0.000 0.000 22.5 6.80 0.038 0.038 0.000 0.000 0.000 0.000 0.000 5.5 6.95 0.076 0.014 0.057 0.004 0.000 0.000 6.000 12.6 7.01 0.524 0.353 0.171 0.000 0.000 0.000 0.000 23.4 6.98 0.017 0.017 0.000 0.000 0.000 0.000 0.000 12.6 7.18 0.528 0.297 0.231 0.000 0.000 0.000 0.000 25.8 7.21 0.013 0.013 0.000 0.000 0.000 0.000 0.000 32.8 7.20 0.007 0.007 0.000 0.000 0.000 0.000 0.000 12.7 7.41 0.391 0.225 0.165 0.000 0.000 0.000 0.000 25.5 7.40 0.040 0.039 0.001 0.000 0.000 0.000 0.000 12.8 7.62 0.231 0.128 0.103 0.000 0.000 0.000 0.000 27.9 7.57 0.051 0.a50 0.001 0.000 0.000 0.000 0.000 12.1 7.78 0.144 0.078 0.066 0.000 0.000 0.000 0.000 28.9 7.79 0.021 0.021 0.000 0.000 0.000 0.000 0.000 12.1 7.97 0.162 0.089 0.073 0.000 0.000 0.000 0.000 12.0 8.21 0.027 0.016 0.011 0.000 0.000 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 10.8 Mean src-site R= 10.6 km; M= 6.26; epsO= 1.33. Mean calculated for all sources. Modal src-site R= 7.5 km; M- 6.20; epsO= 0.81 from peak (R,M) bin MODE R*= 7.6km; M*= 6.40; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 0.58G Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilenO (mean values). CA Compr. crustal gridded 7.94 9.6 5.92 1.17 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilonO Site-to-src azimuth(d) San Jacinto;A+C aPriori 0.03 28.9 7.50 2.41 -144.0 S. S.Andr.;CO aPriori 0.26 11.6 6.99 1.90 44.4 S. S.Andr.;SSB+BG aPriori 0.09 13.7 7.31 1.83 12.1 S. S.Andr.;BG+CO aPriori 0.11 11.6 7.36 1.67 44.7 S. San Andreas;CO Modal 0.90 11.6 6.96 1.93 44.4 S. San Andreas Unsegmented A-flt 0.05 11.9 7.70 2.21 36.7 #*********End of deaggregation corresponding to Campbell-Bozorgnia 2008 ******** # PSHA Deaggregation. %contributions. site: 544-14059 long: 116.277 W., lat: 33.667 N. Vs30(m/s)= 300.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 475 yrs. Exceedance PGA=0.4883 g. Weight * Computed_Rate_Ex 0.974E-03 #Pr[at least one eq with median motion> -PGA in 50 yrs]=0.00992 #This deaggregation corresponds to Chiou-Youngs 2008 DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<FPS<2 O<EPS<l-1<EPS<e-2<EPS<-1 EPS<-2 8.0 5.05 0.816 0.518 0.298 0.000 0.000 0.000 0.000 13.4 5.05 0.210 0.210 0.000 0.000 0.000 0.000 0.000 8.0 5.20 1.577 0.902 0.675 0.000 0.000 0.000 0.000 13.7 5.20 0.494 0.494 0.000 0.000 0.000 0.000 0.000 8.1 5.40 1.441 0.693 0.748 0.000 0.000 0.000 0.000 14.0 5.40 0.559 0.546 0.013 0.000 0.000 0.000 0.000 22.3 5.41 0.024 0.024 0.000 0.000 0.000 0.000 0.600 8.1 5.60 1.270 0.495 0.776 0.000 0.000 0.000 0.000 14.2 5.60 0.592 0.555 0.036 0.000 0.000 0.000 0.000 hays rJcleohazards.usgs.govldoagrynt/2008/ouV543-14059_2017.01.09_19.19.48.txt 415 1;9/2017 https://gedwards.usgs.gov/deaggint/20aBout/544-14059 2017.01.09 19.19.48.txt 22.8 5.61 0.042 0.042 0.000 0.000 0.000 0.000 0.000 8.1 5.80 1.088 0.350 0.725 0.013 0.000 0.000 0.000 14.4 5.80 0.596 0.520 0.076 0.000 0.000 0.000 0.000 23.2 5.80 0.063 0.063 0.000 0.000 0.000 0.000 0.000 7.6 6.01 1.307 0.328 0.954 0.025 0.000 0.000 0.000 14.7 6.01 0.653 0.515 0.138 0.000 0.000 0.000 0.000 24.1 6.00 0.084 0.084 0.000 0.000 0.000 0.000 0.000 7.6 6.20 1.639 0.358 1.240 0.040 0.000 0.000 0.000 14.8 6.20 0.668 0.476 0.192 0.000 6.000 0.000 0.000 24.0 6.20 0.142 0.142 0.000 0.000 0.000 0.000 0.000 7.7 6.40 1.461 0.266 1.119 0.076 0.000 0.000 0.000 14.6 6.39 0.695 0.400 0.294 0.000 0.000 0.000 0.000 23.7 6.40 0.179 0.178 0.001 0.000 0.000 0.000 0.000 33.5 6.41 0.025 0.025 0.000 0.000 0.000 0.000 0.000 5.4 6.60 0.346 0.054 0.252 0.039 0.000 0.000 0.000 12.0 6.67 1.178 0.358 0.745 0.074 0.000 0.000 0.000 23.4 6.61 0.050 0.050 0.000 0.000 0.000 0.000 0.000 S.5 6.80 0.270 0.038 0.191 0.041 0.000 0.000 0.000 11.7 6.85 5.072 0.981 3.542 0.549 0.000 0.000 0.000 22.6 6.80 0.068 0.068 0.000 0.000 0.000 0.000 0.000 5.5 6.95 0.109 0.014 0.075 0.019 0.000 0.000 0.000 11.9 7.00 5.775 0.971 3.904 0.900 0.000 0.000 0.000 24.1 6.98 0.039 0.037 0.002 0.000 0.000 0.000 0.000 32.8 7.01 0.036 0.036 0.000 0.000 0.000 0.000 0.000 12.2 7.19 3.940 0.578 2.269 1.093 0.000 0.000 0.000 27.4 7.22 0.071 0.049 0.022 0.000 0.000 0.000 0.000 32.7 7.23 0.132 0.115 0.016 0.000 0.000 0.000 0.000 12.5 7.41 3.608 0.453 1.948 1.20/ 0.000 0.000 0.000 28.2 7.42 0.S97 0.420 0.177 0.000 0.000 0.000 0.000 32.8 7.42 0.088 0.065 0.023 0.000 0.000 0.000 0.000 12.3 7.63 2.430 0.260 1.178 0.958 0.034 0.000 0.000 28.8 7.60 1.140 0.515 0.625 0.001 0.000 0.000 0.000 12.3 7.78 1.959 0.165 0.874 0.874 0.046 0.000 0.000 28.8 7.79 0.657 0.234 0.409 0.014 0.000 0.000 0.000 12.1 7.97 2.275 0.168 0.914 1.083 0.111 0.000 0.000 27.7 7.98 0.077 0.019 0.048 0.010 0.000 0.000 0.000 12.1 8.18 0.517 0.034 0.197 0.255 0.032 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPF(%): 46.2 Mean src-site R= 12.5 km; M= 6.77; epsO= 0.87. Mean calculated for all sources. Modal src-site R= 11.9 km; M= 7.00; epsO= 0.91 from peak (R,M) bin MODE R*= 11.9km; M*= 7.00; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 3.904 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon0 (mean values). California A -faults 28.10 13.7 7.30 0.81 CA Compr. crustal gridded 16.66 10.2 5.84 0.96 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilonO Site-to-src azimuth(d) San Jacinto;A+C aPriori 0.74 28.9 7.51 1.60 -144.0 S. S.Andr.;CO aPriori 2.91 11.6 6.97 0.89 44.4 S. S.Andr.;SSB+BG aPriori 1.07 13.7 7.32 0.82 12.1 S. S.Andr.;BG+CO aPriori 1.18 11.6 7.36 0.59 44.7 S. San Andreas;CO MoBal 10.16 11.6 6.95 0.91 44.4 S. San Andreas Unsegmented A-flt 1.80 12.6 7.72 0.49 36.7 #*********End of deaggregation corresponding to Chiou-Youngs 2008 *********# Southern California https-,I/geahazafds.Lisgs.gov/deaggint/200&out/544-14059 2017.0U919.19.48.txt 5/5 APPENDIX D SEISMIC SETTLEMENT ANALYSIS Sladden Engineering www.SladdenEngineering.com 10 _30 [:� �-- 50 SEISMIC SETTLEMENT ANALYSIS 544-14059 Hole No.=BH-1 Water Depth=35 ft Surface Elev.=25 Ft Shear Stress Ratio 0 Shaded Zone has Liquefaction Potential © Sladden Engineering Silver Rock Resort Magnitude= 7.0 Acceleration=0.562g `actor o' Safety Settlement 1 0 1 5 0 (in.) 1 i S-0.83in. Saturated Unsaturat. Plate A-1 BH-1 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 , 1/10/2017 7:5 5:54 AM Input File Name: F:\Liquefy5\Silver Rock Resort BH-l.liq Title: 544-14059 Subtitle: Silver Rock Resort Surface Elev.=25 Ft Hole No.=BH-1 Depth of Hole= S 1.00 ft Water Table during Earthquake= 35.00 ft Water Table during In -Situ Testing= 52.00 ft Max. Acceleration= O.56 g Earthquake Magnitude= 7.00 Input Data: Surface Elev.=25 Ft Hole No.=BH-1 Depth of Hole=S1.00 ft Water Table during Earthquake= 35.00 ft Water Table during In -Situ Testing= 52.00 ft Max. Acceleration=0.56 g Earthquake Magnitude=7.00 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 Plot one CSR curve (fsl=User) 10. Use Curve Smoothing: Yes* * Recommended Options In -Situ Test Data: Depth SPT gamma Fines ft pcf % ----------------------------------- 0.00 29.33 115.50 63.80 2.00 29.33 115.50 63.80 5.00 24.00 127.20 63.40 10.00 32.00 127.20 61.10 Page 1 BH-1 Liquefy.sum 15.00 17.33 109.20 55.10 20.00 11.00 109.20 72.10 25.00 10.00 92.50 81.20 30.00 16.00 92.50 85.50 35.00 18.00 105.10 88.20 40.00 14.00 105.10 85.40 45.00 15.33 118.10 84.60 50.00 ------------------------------------ 15.00 118.10 81.00 Output Results: Settlement of Saturated Sands=0.25 in. Settlement of Unsaturated Sands=0.58 in. Total Settlement of Saturated and Unsaturated Sands=0.83 in. Differential Settlement=0.413 to 0.545 in. Depth CRRm CSRfs F.S. S-sat. S-dry S-all ft in. in. in. --- --------------------------------------------------- 0.00 0.60 0.47 5.00 0.25 0.58 0.83 0.05 0.60 0.47 5.00 0.25 0.58 0.83 0.10 0.60 0.47 5.00 0.25 0.58 0.83 0.15 0.60 0.47 5.00 0.25 0.58 0.83 0.20 0.60 0.47 5.00 0.2S O.S8 0.83 0.25 0.60 0.47 5.00 0.25 0.58 0.83 0.30 0.60 0.47 5.00 0.2S 0.58 0.83 0.35 0.60 0.47 5.00 0.25 0.58 0.83 0.40 0.60 0.47 5.00 0.2S 0.58 0.83 0.45 0.60 0.47 5.00 0.25 0.58 0.83 0.50 0.60 0.47 5.00 0.25 0.58 0.83 0.55 0.60 0.47 5.00 0.25 0.58 0.83 0.60 0.60 0.47 5.00 0.25 0.58 0.83 0.65 0.60 0.47 5.00 0.2S 0.58 0.83 0.70 0.60 0.47 5.00 0.25 0.58 0.83 0.75 0.60 0.47 5.00 0.25 0.58 0.83 0.80 0.60 0.47 5.00 0.25 0.58 0.83 0.85 0.60 0.47 5.00 0.25 0.58 0.83 0.90 0.60 0.47 5.00 0.25 0.58 0.83 0.95 0.60 0.47 5.00 0.25 0.58 0.83 1.00 0.60 0.47 5.00 0.25 0.S8 0.83 1.0S 0.60 0.47 5.00 0.25 0.58 0.83 1.10 0.60 0.47 5.00 0.25 0.58 0.83 1.15 0.60 0.47 5.00 0.25 0.58 0.83 1.20 0.60 0.47 5.00 0.25 0.58 0.83 1.25 0.60 0.47 5.00 0.25 0.58 0.83 1.30 0.60 0.47 5.00 0.25 0.58 0.82 1.35 0.60 0.47 5.00 0.25 0.58 0.82 1.40 0.60 0.47 5.00 0.25 0.58 0.82 1.45 0.60 0.47 5.00 0.25 0.58 0.82 1.50 0.60 0.47 5.00 0.25 0.58 0.82 1.55 0.60 0.47 5.00 0.25 0.58 0.82 1.60 0.60 0.47 5.00 0.25 0.58 0.82 1.65 0.60 0.47 5.00 0.25 0.58 0.82 1.70 0.60 0.47 5.00 0.25 0.58 0.82 1.75 0.60 0.47 5.00 0.25 0.58 0.82 Page 2 BH-1 Liquefy.sum 1.80 0.60 0.47 5.00 0.25 0.58 0.82 1.85 0.60 0.47 5.00 0.25 0.58 0.82 1.90 0.60 0.47 5.00 0.25 0.58 0.82 1.95 0.60 0.47 5.00 0.25 0.58 0.82 2.00 0.60 0.47 S.00 0.25 O.S8 0.82 2.05 0.60 0.47 5.00 0.25 0.58 0.82 2.10 0.60 0.47 5.00 0.25 0.58 0.82 2.15 0.60 0.47 5.00 0.25 0.58 0.82 2.20 0.60 0.47 5.00 0.25 0.58 0.82 2.25 0.60 0.47 S.00 0.25 0.58 0.82 2.30 0.60 0.47 5.00 0.25 0.58 0.82 2.35 0.60 0.47 S.00 0.25 0.58 0.82 2.40 0.60 0.47 5.00 0.25 0.S8 0.82 2.4S 0.60 0.47 S.00 0.25 0.58 0.82 2.50 0.60 0.47 5.00 0.25 0.58 0.82 2.55 0.60 0.47 5.00 0.25 0.58 0.82 2.60 0.60 0.47 5.00 0.25 0.58 0.82 2.65 0.60 0.47 5.00 0.25 0.58 0.82 2.70 0.60 0.47 5.00 0.25 0.58 0.82 2.75 0.60 0.47 5.00 0.25 0.58 0.82 2.80 0.60 0.47 5.00 0.25 0.58 0.82 2.8S 0.60 0.47 5.00 0.25 0.58 0.82 2.90 0.60 0.47 5.00 0.25 0.58 0.82 2.95 0.60 0.47 5.00 0.25 0.58 0.82 3.00 0.60 0.47 5.00 0.25 0.58 0.82 3.05 0.60 0.47 5.00 0.25 0.58 0.82 3.10 0.60 0.47 5.00 0.25 0.58 0.82 3.15 0.60 0.47 5.00 0.25 0.58 0.82 3.20 0.60 0.47 5.00 0.25 0.58 0.82 3.25 0.60 0.47 S.00 0.25 0.57 0.82 3.30 0.60 0.47 5.00 0.25 O.S7 0.82 3.35 0.60 0.47 5.00 0.25 0.57 0.82 3.40 0.60 0.47 S.00 0.25 O.S7 0.82 3.45 0.60 0.47 S.00 0.25 0.57 0.82 3.50 0.60 0.47 5.00 0.25 0.57 0.82 3.55 0.60 0.47 5.00 0.25 0.57 0.82 3.60 0.60 0.47 5.00 0.25 O.S7 0.82 3.65 0.60 0.47 5.00 0.25 0.57 0.82 3.70 0.60 0.47 S.00 0.25 0.S7 0.82 3.7S 0.60 0.47 5.00 0.2S 0.57 0.82 3.80 0.60 0.47 S.00 0.25 0.57 0.82 3.85 0.60 0.47 5.00 0.25 0.57 0.82 3.90 0.60 0.47 5.00 0.25 0.57 0.82 3.95 0.60 0.47 5.00 0.25 0.57 0.82 4.00 0.60 0.47 5.00 0.25 0.57 0.82 4.05 0.60 0.47 5.00 0.25 0.57 0.82 4.10 0.60 0.47 5.00 0.25 0.57 0.82 4.15 0.60 0.47 5.00 0.25 0.57 0.82 4.20 0.60 0.47 5.00 0.25 0.57 0.82 4.25 0.60 0.47 S.00 0.25 0.57 0.82 4.30 0.60 0.47 5.00 0.25 0.57 0.82 4.35 0.60 0.47 5.00 0.25 0.57 0.82 4.40 0.60 0.47 5.00 0.25 0.57 0.82 4.45 0.60 0.47 5.00 0.25 0.57 0.82 4.SO 0.60 0.47 S.00 0.25 0.57 0.82 Page 3 BH-1 Liquefy.sum 4.55 0.60 0.47 5.00 0.25 0.57 0.82 4.60 0.60 0.47 5.00 0.25 0.57 0.82 4.65 0.60 0.47 5.00 0.25 0.S7 0.82 4.70 0.60 0.47 5.00 0.2S 0.S7 0.82 4.75 0.60 0.47 S.00 0.25 O.S7 0.82 4.80 0.60 0.47 5.00 0.25 0.S7 0.82 4.85 0.60 0.47 S.00 0.25 0.S7 0.82 4.90 0.60 0.47 5.00 0.25 0.S7 0.82 4.95 0.60 0.47 S.00 0.25 0.57 0.82 5.00 0.60 0.47 5.00 0.2S 0.57 0.82 5.05 0.60 0.47 5.00 0.25 0.57 0.82 5.10 0.60 0.47 5.00 0.25 0.57 0.82 5.15 0.60 0.47 5.00 0.25 0.57 0.82 5.20 0.60 0.47 5.00 0.25 0.57 0.82 5.25 0.60 0.47 5.00 0.25 0.57 0.82 5.30 0.60 0.47 5.00 0.25 0.57 0.82 5.35 0.60 0.47 5.00 0.25 0.57 0.82 5.40 0.60 0.47 5.00 0.25 0.57 0.82 5.45 0.60 0.47 5.00 0.2S 0.57 0.82 5.50 0.60 0.47 S.00 0.25 0.57 0.82 5.55 0.60 0.47 S.00 0.25 O.S7 0.82 5.60 0.60 0.47 5.00 0.25 0.57 0.82 5.65 0.60 0.47 5.00 0.25 0.57 0.82 5.70 0.60 0.47 5.00 0.25 0.57 0.82 S.75 0.60 0.47 5.00 0.25 0.57 0.82 5.80 0.60 0.47 5.00 0.25 0.57 0.82 5.85 0.60 0.47 5.00 0.25 0.57 0.82 5.90 0.60 0.47 5.00 0.25 0.57 0.82 5.95 0.60 0.47 5.00 0.25 0.57 0.82 6.00 0.60 0.47 5.00 0.25 0.57 0.82 6.05 0.60 0.47 5.00 0.25 0.57 0.82 6.10 0.60 0.47 5.00 0.25 0.57 0.82 6.15 0.60 0.47 5.00 0.25 O.S7 0.81 6.20 0.60 0.47 5.00 0.25 0.57 0.81 6.25 0.60 0.47 5.00 0.25 0.57 0.81 6.30 0.60 0.47 5.00 0.25 0.57 0.81 6.35 0.60 0.47 5.00 0.25 0.57 0.81 6.40 0.60 0.47 5.00 0.25 0.57 0.81 6.45 0.60 0.47 5.00 0.25 0.S7 0.81 6.50 0.60 0.47 5.00 0.25 0.57 0.81 6.55 0.60 0.47 5.00 0.25 0.57 0.81 6.60 0.60 0.47 5.00 0.2S 0.57 0.81 6.65 0.60 0.47 5.00 0.25 0.57 0.81 6.70 0.60 0.47 5.00 0.25 0.57 0.81 6.75 0.60 0.47 5.00 0.25 0.57 0.81 6.80 0.60 0.47 5.00 0.25 O.S7 0.81 6.85 0.60 0.47 5.00 0.25 0.57 0.81 6.90 0.60 0.47 5.00 0.25 0.57 0.81 6.95 0.60 0.47 5.00 0.25 0.57 0.81 7.00 0.60 0.47 5.00 0.25 0.57 0.81 7.05 0.60 0.47 S.00 0.25 0.57 0.81 7.10 0.60 0.47 5.00 0.25 0.57 0.81 7.15 0.60 0.47 S.00 0.25 0.56 0.81 7.20 0.60 0.47 5.00 0.25 0.S6 0.81 7.25 0.60 0.47 5.00 0.25 0.56 0.81 Page 4 BH-1 Liquefy.sum 7.30 0.60 0.47 5.00 0.25 0.56 0.81 7.35 0.60 0.47 5.00 0.25 0.56 0.81 7.40 0.60 0.47 5.00 0.25 0.56 0.81 7.45 0.60 0.47 5.00 0.25 O.S6 0.81 7.50 0.60 0.47 5.00 0.25 0.56 0.81 7.55 0.60 0.47 5.00 0.25 0.56 0.81 7.60 0.60 0.47 5.00 0.25 0.56 0.81 7.65 0.60 0.47 5.00 0.25 0.56 0.81 7.70 0.60 0.47 5.00 0.25 0.56 0.81 7.75 0.60 0.47 5.00 0.25 0.56 0.81 7.80 0.60 0.47 5.00 0.25 0.56 0.81 7.85 0.60 0.47 5.00 0.25 0.56 0.81 7.90 0.60 0.47 5.00 0.25 0.56 0.81 7.95 0.60 0.47 5.00 0.2 S 0.56 0.81 8.00 0.60 0.47 5.00 0.25 0.56 0.81 8.05 0.60 0.47 5.00 0.25 0.56 0.81 8.10 0.60 0.47 5.00 0.25 0.56 0.81 8.15 0.60 0.47 5.00 0.25 0.56 0.81 8.20 0.60 0.47 5.00 0.25 0.56 0.81 8.25 0.60 0.47 5.00 0.25 0.56 0.81 8.30 0.60 0.47 5.00 0.25 0.56 0.81 8.35 0.60 0.47 5.00 0.25 0.56 0.81 8.40 0.60 0.47 5.00 0.25 0.56 0.81 8.45 0.60 0.47 5.00 0.25 0.56 0.81 8.50 0.60 0.47 5.00 0.25 0.56 0.81 8.55 0.60 0.47 5.00 0.25 0.56 0.81 8.60 0.60 0.47 5.00 0.25 0.56 0.81 8.65 0.60 0.47 5.00 0.25 0.56 0.81 8.70 0.60 0.47 5.00 0.25 0.56 0.81 8.75 0.60 0.47 5.00 0.25 0.56 0.81 8.80 0.60 0.47 5.00 0.25 0.56 0.81 8.85 0.60 0.47 5.00 0.25 0.56 0.81 8.90 0.60 0.47 S.00 0.25 0.56 0.81 8.95 0.60 0.46 5.00 0.25 0.56 0.81 9.00 0.60 0.46 5.00 0.25 0.56 0.80 9.05 0.60 0.46 5.00 0.25 0.56 0.80 9.10 0.60 0.46 5.00 0.25 0.56 0.80 9.15 0.60 0.46 5.00 0.25 0.56 0.80 9.20 0.60 0.46 5.00 0.25 0.56 0.80 9.25 0.60 0.46 5.00 0.25 0.56 0.80 9.30 0.60 0.46 5.00 0.25 0.56 0.80 9.35 0.60 0.46 5.00 0.25 0.56 0.80 9.40 0.60 0.46 5.00 0.25 0.56 0.80 9.45 0.60 0.46 5.00 0.25 0.56 0.80 9.50 0.60 0.46 5.00 0.25 0.56 0.80 9.55 0.60 0.46 5.00 0.25 0.56 0.80 9.60 0.60 0.46 5.00 0.25 0.56 0.80 9.65 0.60 0.46 5.00 0.25 0.S6 0.80 9.70 0.60 0.46 5.00 0.2S 0.56 0.80 9.75 0.60 0.46 5.00 0.25 0.55 0.80 9.80 0.60 0.46 5.00 0.25 0.55 0.80 9.8 S 0.60 0.46 5.00 0.25 0.55 0.80 9.90 0.60 0.46 5.00 0.2 S 0. S S 0.80 9.95 0.60 0.46 5.00 0.25 0.55 0.80 10.00 0.60 0.46 5.00 0.2 5 0.55 0.80 Page 5 BH-1 Liquefy.sum 10.05 0.60 0.46 5.00 0.25 0.55 0.80 10.10 0.60 0.46 5.00 0.25 0.55 0.80 10.15 0.60 0.46 5.00 0.25 0.55 0.80 10.20 0.60 0.46 5.00 0.25 0.55 0.80 10.25 0.60 0.46 5.00 0.25 0.55 0.80 10.30 0.60 0.46 5.00 0.25 0.55 0.80 10.35 0.60 0.46 S.00 0.2S 0.5 5 0.80 10.40 0.60 0.46 S.00 0.2S O.SS 0.80 10.45 0.60 0.46 5.00 0.25 0.55 0.80 10.50 0.60 0.46 S.00 0.25 0.55 0.80 10.55 0.60 0.46 5.00 0.25 0. S 5 0.80 10.60 0.60 0.46 5.00 0.25 O.SS 0.80 10.65 0.60 0.46 5.00 0.25 0.55 0.80 10.70 0.60 0.46 5.00 0.2S 0.55 0.80 10.7S 0.60 0.46 S.00 0.2S 0.S5 0.80 10.80 0.60 0.46 S.00 0.25 0.55 0.80 10.85 0.60 0.46 5.00 0.2S 0.5 5 0.80 10.90 0.60 0.46 5.00 0.25 0.55 0.80 10.95 0.60 0.46 S.00 0.2S 0.55 0.80 11.00 0.60 0.46 5.00 0.25 0.55 0.80 11.05 0.60 0.46 S.00 0.25 0.55 0.80 11.10 0.60 0.46 5.00 0.25 0.55 0.80 11.15 0.60 0.46 5.00 0.25 0. S 5 0.80 11.20 0.60 0.46 5.00 0.25 O.SS 0.80 11.25 0.60 0.46 5.00 0.25 0.55 0.80 11.30 0.60 0.46 5.00 0.25 0.55 0.80 11.35 0.60 0.46 5.00 0.25 0.55 0.79 11.40 0.60 0.46 5.00 0.25 0.5 5 0.79 11.45 0.60 0.46 5.00 0.25 0.55 0.79 11.50 0.60 0.46 S.00 0.2S 0.55 0.79 11.55 0.60 0.46 5.00 0.2S 0.55 0.79 11.60 0.60 0.46 5.00 0.25 0.5 S 0.79 11.65 0.60 0.46 5.00 0.25 0.55 0.79 11.70 0.60 0.46 S.00 0.25 0.55 0.79 11.7S 0.60 0.46 5.00 0.2S 0.55 0.79 11.80 0.60 0.46 5.00 0.25 0.55 0.79 11.85 0.60 0.46 5.00 0.25 0.55 0.79 11.90 0.60 0.46 S.00 0.25 0.54 0.79 11.95 0.60 0.46 S.00 0.2S 0.54 0.79 12.00 0.60 0.46 5.00 0.25 0.54 0.79 12.05 0.60 0.46 5.00 0.25 0.54 0.79 12.10 0.60 0.46 5.00 0.25 0.S4 0.79 12.15 0.60 0.46 5.00 0.25 0.54 0.79 12.20 0.60 0.46 5.00 0.25 0.54 0.79 12.2 S 0.60 0.46 5.00 0.2S 0.54 0.79 12.30 0.60 0.46 5.00 0.2S 0.54 0.79 12.35 0.60 0.46 5.00 0.2S 0.54 0.79 12.40 0.60 0.46 S.00 0.25 0.54 0.79 12.45 0.60 0.46 S.00 0.25 0.54 0.79 12.50 0.60 0.46 5.00 0.25 0.54 0.79 12.55 0.60 0.46 5.00 0.25 0.54 0.79 12.60 0.60 0.46 5.00 0.25 0.54 0.79 12.65 0.60 0.46 5.00 0.25 0.54 0.79 12.70 0.60 0.46 5.00 0.25 0.S4 0.79 12.75 0.60 0.46 S.00 0.25 0.54 0.79 Page 6 BH-1 Liquefy.sum 12.80 0.60 0.46 S.00 0.25 0.54 0.79 12.85 0.60 0.46 5.00 0.25 0.54 0.79 12.90 0.60 0.46 5.00 0.25 0.54 0.79 12.95 0.60 0.46 5.00 0.25 0.54 0.78 13.00 0.60 0.46 5.00 0.2S 0.54 0.78 13.05 0.60 0.46 5.00 0.25 0.54 0.78 13.10 0.60 0.46 5.00 0.2S 0.54 0.78 13.15 0.60 0.46 5.00 0.25 0.54 0.78 13.20 0.60 0.46 5.00 0.25 0.54 0.78 13.25 0.60 0.46 5.00 0.25 0.54 0.78 13.30 0.60 0.46 5.00 0.25 0.53 0.78 13.3 5 0.60 0.46 5.00 0.25 0.53 0.78 13.40 0.60 0.46 5.00 0.25 0.53 0.78 13.45 0.60 0.46 5.00 0.25 0.53 0.78 13.50 0.60 0.46 5.00 0.25 0.53 0.78 13.5 S 0.60 0.46 5.00 0.25 0.53 0.78 13.60 0.60 0.46 5.00 0.25 0.S3 0.78 13.65 0.60 0.46 5.00 0.25 0.53 0.78 13.70 0.60 0.46 5.00 0.25 0.53 0.78 13.7S 0.60 0.46 5.00 0.25 0.53 0.78 13.80 0.60 0.46 5.00 0.25 0.53 0.78 13.85 0-60 0.46 5.00 0.25 0.53 0.78 13.90 0.60 0.46 5.00 0.25 0.53 0.78 13.95 0.60 0.46 5.00 0.25 0.53 0.77 14.00 0.60 0.46 5.00 0.25 0.53 0.77 14.05 0.60 0.46 5.00 0.25 0.53 0.77 14.10 0.60 0.46 5.00 0.25 0.53 0.77 14.15 0.60 0.46 5.00 0.25 0.53 0.77 14.20 0.60 0.46 5.00 0.2S 0.S2 0.77 14.25 0.60 0.46 5.00 0.25 0.52 0.77 14.30 0.60 0.46 5.00 0.25 0.52 0.77 14.35 0.60 0.46 5.00 0.25 0.52 0.77 14.40 0.60 0.46 5.00 0.2S 0.52 0.77 14.45 0.60 0.46 5.00 0.25 0.52 0.77 14.50 0.60 0.46 5.00 0.25 0.52 0.77 14.S5 0.60 0.46 5.00 0.25 0.52 0.77 14.60 0.60 0.46 5.00 0.25 0.52 0.76 14.65 0.60 0.46 5.00 0.25 0.52 0.76 14.70 0.60 0.46 5.00 0.25 0.52 0.76 14.75 0.60 0.46 5.00 0.25 0.52 0.76 14.80 0.60 0.46 5.00 0.25 0.51 0.76 14.8S 0.60 0.46 5.00 0.25 0.51 0.76 14.90 0.60 0.46 5.00 0.25 0.51 0.76 14.9 S 0.60 0.46 5.00 0.2S 0.51 0.76 15.00 0.60 0.46 5.00 0.25 0.51 0.76 15.05 0.60 0.46 5.00 0.25 0.51 0.76 15.10 0.60 0.46 5.00 0.25 0.51 0.76 15.15 0.60 0.46 5.00 0.25 0.51 0.75 15.20 0.60 0.46 5.00 0.25 0.51 0.7S 1S.25 0.60 0.46 5.00 0.25 0.51 0.75 1S.30 0.60 0.46 5.00 0.25 0.50 0.75 1S.3S 0.60 0.46 5.00 0.25 0.50 0.75 15.40 0.60 0.46 S.00 0.25 0.S0 0.75 15.45 0.60 0.46 S.00 0.25 O.SO 0.7S 15.50 0.60 0.46 5.00 0.25 O.SO 0.75 Page 7 BH-1 Liquefy.sum 1S.55 0.60 0.46 5.00 0.25 0.50 0.75 15.60 0.60 0.46 5.00 0.25 0.50 0.75 15.65 0.60 0.46 5.00 0.25 0.50 0.74 15.70 0.60 0.46 5.00 0.25 0.50 0.74 15.75 0.60 0.46 5.00 0.25 0.50 0.74 15.80 0.60 0.46 5.00 0.25 0.49 0.74 15.85 0.60 0.46 5.00 0.25 0.49 0.74 15.90 0.60 0.46 5.00 0.25 0.49 0.74 15.95 0.60 0.46 5.00 0.25 0.49 0.74 16.00 0.60 0.46 5.00 0.25 0.49 0.74 16.05 0.60 0.46 5.00 0.25 0.49 0.74 16.10 0.60 0.46 5.00 0.25 0.49 0.73 16.15 0.60 0.46 5.00 0.25 0.49 0.73 16.20 0.60 0.46 5.00 0.25 0.48 0.73 16.25 0.60 0.46 5.00 0.25 0.48 0.73 16.30 0.60 0.46 5.00 0.25 0.48 0.73 16.3 S 0.60 0.46 5.00 0.25 0.48 0.73 16.40 0.60 0.46 5.00 0.25 0.48 0.73 16.45 0.60 0.46 5.00 0.25 0.48 0.73 16.50 0.60 0.46 S.00 0.25 0.48 0.72 16.5S 0.60 0.46 5.00 0.25 0.48 0.72 16.60 0.60 0.46 5.00 0.2S 0.47 0.72 16.65 0.60 0.46 5.00 0.25 0.47 0.72 16.70 0.60 0.46 5.00 0.25 0.47 0.72 16.7S 0.60 0.46 5.00 0.25 0.47 0.72 16.80 0.60 0.46 5.00 0.25 0.47 0.72 16.85 0.60 0.46 5.00 0.2S 0.47 0.71 16.90 0.60 0.46 5.00 0.25 0.47 0.71 16.95 0.60 0.46 S.00 0.25 0.46 0.71 17.00 0.60 0.46 S.00 0.25 0.46 0.71 17.OS 0.60 0.46 5.00 0.2S 0.46 0.71 17.10 0.60 0.46 5.00 0.2S 0.46 0.71 17.15 0.60 0.46 5.00 0.2S 0.46 0.71 17.20 0.60 0.46 5.00 0.2S 0.46 0.70 17.25 0.60 0.46 5.00 0.2S 0.46 0.70 17.30 0.60 0.46 5.00 0.25 OAS 0.70 17.35 0.60 0.46 5.00 0.25 0.45 0.70 17.40 0.60 0.46 5.00 0.2S 0.45 0.70 17.45 0.60 0.46 5.00 0.25 0.45 0.70 17.50 0.60 0.46 5.00 0.25 0.45 0.69 17.55 0.60 0.46 5.00 0.25 0.45 0.69 17.60 0.60 0.46 5.00 0.2S 0.44 0.69 17.65 0.60 0.46 5.00 0.25 0.44 0.69 17.70 0.60 0.46 5.00 0.25 0.44 0.69 17.7S 0.60 0.46 5.00 0.25 0.44 0.69 17.80 0.60 0.46 S.00 0.25 0.44 0.68 17.85 0.60 0.46 S.00 0.25 0.43 0.68 17.90 0.60 0.46 5.00 0.25 0.43 0.68 17.95 0.60 0.46 5.00 0.25 0.43 0.68 18.00 0.60 0.45 5.00 0.25 0.43 0.68 18.05 0.60 0.45 5.00 0.25 0.43 0.67 18.10 0.60 OAS 5.00 0.2S 0.42 0.67 18.15 0.60 0.45 5.00 0.25 0.42 0.67 18.20 0.60 0.45 5.00 0.25 0.42 0.67 18.25 0.60 0.45 5.00 0.25 0.42 0.67 Page 8 BH-1 Liquefy.sum 18.30 0.58 0.45 5.00 0.25 0.42 0.66 18.35 0.56 0.45 5.00 0.25 0.41 0.66 18.40 0.54 0.45 5.00 0.25 0.41 0.66 18.45 0.53 0.45 5.00 0.25 0.41 0.66 18.50 0.52 0.45 5.00 0.25 0.41 0.66 18.55 0.51 0.45 5.00 0.25 0.41 0.65 18.60 0.S1 0.45 5.00 0.25 0.40 0.65 18.6S 0.50 OAS 5.00 0.25 0.40 0.65 18.70 0.49 0.45 5.00 0.25 0.40 0.65 18.75 0.49 OAS 5.00 0.25 0.40 0.64 18.80 0.48 0.45 5.00 0.25 0.40 0.64 18.85 0.48 OAS 5.00 0.25 0.39 0.64 18.90 0.48 OAS S.00 0.2S 0.39 0.64 18.95 0.47 0.45 5.00 0.25 0.39 0.63 19.00 0.47 0.45 5.00 0.25 0.39 0.63 19.05 0.47 0.45 5.00 0.25 0.38 0.63 19.10 0.46 OAS 5.00 0.25 0.38 0.63 19.15 0.46 0.45 5.00 0.25 0.38 0.63 19.20 0.46 0.45 5.00 0.25 0.38 0.62 19.25 0.45 0.45 5.00 0.25 0.37 0.62 19.30 0.45 0.45 5.00 0.25 0.37 0.62 19.35 OAS 0.45 5.00 0.25 0.37 0.61 19.40 0.45 0.45 5.00 0.25 0.37 0.61 19.45 0.44 0.45 5.00 0.25 0.36 0.61 19.50 0.44 0.45 5.00 0.25 0.36 0.61 19.55 0.44 0.45 5.00 0.25 0.36 0.60 19.60 0.44 OAS 5.00 0.25 0.35 0.60 19.65 0.44 0.45 5.00 0.25 0.35 0.60 19.70 0.43 0.45 5.00 0.25 0.35 0.60 19.75 0.43 0.45 5.00 0.25 0.35 0.59 19.80 0.43 OAS 5.00 0.25 0.34 0.59 19.85 0.43 OAS 5.00 0.25 0.34 0.59 19.90 0.43 OAS 5.00 0.25 0.34 0.58 19.95 0.43 0.45 5.00 0.25 0.33 0.58 20.00 0.42 0.45 5.00 0.25 0.33 O.S8 20.OS 0.42 OAS 5.00 0.25 0.33 0.S8 20.10 0.42 0.45 5.00 0.25 0.33 0.57 20.15 0.42 OAS 5.00 0.2S 0.32 0.57 20.20 0.42 0.45 5.00 0.25 0.32 0.57 20.25 0.42 0.45 5.00 0.2S 0.32 O.S6 20.30 0.42 0.45 5.00 0.25 0.31 0.56 20.35 0.42 0.45 S.00 0.25 0.31 0.S6 20.40 0.42 0.45 5.00 0.25 0.31 0.55 20.45 0.42 0.45 5.00 0.25 0.30 0.55 20.50 0.42 OAS 5.00 0.2S 0.30 0.55 20.55 0.42 0.45 5.00 0.25 0.30 0.54 20.60 0.42 0.45 5.00 0.25 0.29 0.54 20.65 0.42 0.45 5.00 0.25 0.29 0.54 20.70 0.42 0.45 S.00 0.25 0.29 0.53 20.7S 0.42 OAS 5.00 0.25 0.29 0.53 20.80 0.42 OAS 5.00 0.25 0.29 O.S3 20.8S 0.42 OAS 5.00 0.25 0.28 0.53 20.90 0.42 OAS 5.00 0.25 0.28 0.53 20.95 0.42 0.45 5.00 0.25 0.28 0.53 21.00 0.42 0.45 5.00 0.25 0.28 0.53 Page 9 BH-1 Liquefy.sum 21.05 0.42 0.45 5.00 0.2S 0.28 0.53 21.10 0.42 0.45 5.00 0.25 0.28 0.53 21.15 0.42 0.45 5.00 0.25 0.28 0.52 21.20 0.42 0.45 5.00 0.25 0.28 0.S2 21.2S 0.42 0.45 5.00 0.25 0.28 0.52 21.30 0.42 OAS 5.00 0.25 0.27 0.52 21.35 0.42 0.45 5.00 0.25 0.27 0.52 21.40 0.42 0.45 5.00 0.25 0.27 O.S2 21.45 0.42 0.45 5.00 0.25 0.27 0.52 21.50 0.42 OAS 5.00 0.25 0.27 0.S2 21.SS 0.42 0.45 5.00 0.25 0.27 0.52 21.60 0.42 0.45 S.00 0.25 0.27 0.52 21.65 0.42 OAS S.00 0.25 0.27 0.51 21.70 0.42 0.45 5.00 0.25 0.27 0.51 21.75 0.42 0.45 S.00 0.25 0.27 0.51 21.80 0.42 0.45 5.00 0.25 0.26 0.51 21.8S 0.42 0.45 5.00 0.2S 0.26 0.51 21.90 0.42 0.45 5.00 0.25 0.26 0.51 21.95 0.42 0.45 5.00 0.25 0.26 0.51 22.00 0.42 OAS 5.00 0.25 0.26 0.51 22.05 0.42 0.45 5.00 0.25 0.26 0.51 22.10 0.42 OAS 5.00 0.2S 0.26 0.50 22.15 0.42 0.45 5.00 0.25 0.26 0.50 22.20 0.42 0.45 5.00 0.2S 0.26 0.50 22.25 0.42 0.45 S.00 0.25 0.25 0.50 22.30 0.42 OAS 5.00 0.2S 0.25 0.50 22.35 0.42 0.45 5.00 0.25 0.25 0.50 22.40 0.42 OAS S.00 0.25 0.25 0.50 22.45 0.42 0.45 5.00 0.25 0.2S 0.50 22.50 0.42 0.45 S.00 0.25 0.2S 0.S0 22.SS 0.42 OAS 5.00 0.25 0.25 0.49 22.60 0.42 0.45 S.00 0.25 0.2S 0.49 22.65 0.42 OAS 5.00 0.25 0.25 0.49 22.70 0.42 0.45 5.00 0.25 0.24 0.49 22.75 0.42 OAS S.00 0.25 0.24 0.49 22.80 0.42 OAS 5.00 0.25 0.24 0.49 22.85 0.42 0.45 5.00 0.25 0.24 0.49 22.90 0.42 0.45 5.00 0.2S 0.24 0.49 22.95 0.42 0.45 5.00 0.25 0.24 0.49 23.00 0.42 OAS 5.00 0.25 0.24 0.48 23.05 0.42 0.45 5.00 0.25 0.24 0.48 23.10 0.42 0.45 5.00 0.25 0.24 0.48 23.15 0.42 0.45 5.00 0.25 0.23 0.48 23.20 0.42 OAS 5.00 0.25 0.23 0.48 23.25 0.42 0.45 5.00 0.25 0.23 0.48 23.30 0.42 0.45 5.00 0.25 0.23 0.48 23.35 0.42 0.45 5.00 0.25 0.23 0.48 23.40 0.42 0.45 5.00 0.25 0.23 0.47 23.45 0.42 OAS 5.00 0.25 0.23 0.47 23.50 0.42 0.45 5.00 0.2S 0.23 0.47 23.55 0.42 OAS 5.00 0.25 0.22 0.47 23.60 0.42 0.45 5.00 0.25 0.22 0.47 23.65 0.42 OAS 5.00 0.25 0.22 0.47 23.70 0.42 0.45 5.00 0.25 0.22 0.47 23.75 0.42 0.45 5.00 0.25 0.22 0.47 Page 10 BH-1 Liquefy. sum 23.80 0.42 0.45 5.00 0.25 0.22 0.47 23.85 0.42 0.45 5.00 0.25 0.22 0.46 23.90 0.42 0.45 5.00 0.25 0.22 0.46 23.95 0.42 0.45 5.00 0.25 0.21 0.46 24.00 0.42 0.45 5.00 0.2S 0.21 0.46 24.05 0.42 0.45 5.00 0.25 0.21 0.46 24.10 0.42 0.45 5.00 0.25 0.21 0.46 24.15 0.42 0.45 5.00 0.25 0.21 0.46 24.20 0.42 0.45 5.00 0.25 0.21 0.46 24.25 0.42 0.45 5.00 0.25 0.21 0.45 24.30 0.42 0.45 5.00 0.25 0.21 0.45 24.35 0.42 0.45 5.00 0.25 0.21 0.45 24.40 0.42 0.45 5.00 0.25 0.20 0.45 24.45 0.42 0.45 5.00 0.25 0.20 0.45 24.50 0.42 0.45 5.00 0.25 0.20 0.45 24.55 0.42 0.45 5.00 0.25 0.20 0.45 24.60 0.42 0.45 5.00 0.25 0.20 0.4S 24.65 0.42 0.45 5.00 0.25 0.20 0.44 24.70 0.42 0.45 5.00 0.25 0.20 0.44 24.7S 0.42 0.45 5.00 0.25 0.20 0.44 24.80 0.42 0.45 5.00 0.25 0.19 0.44 24.85 0.43 0.45 5.00 0.25 0.19 0.44 24.90 0.43 0.45 5.00 0.25 0.19 0.44 24.95 0.43 0.45 5.00 0.25 0.19 0.44 25.00 0.43 0.45 5.00 0.25 0.19 0.44 25.05 0.43 0.45 5.00 0.25 0.19 0.43 25.10 0.43 0.4S 5.00 0.25 0.19 0.43 25.15 0.43 0.45 5.00 0.2S 0.19 0.43 2S.20 0.44 0.45 5.00 0.25 0.18 0.43 25.25 0.44 0.45 5.00 0.25 0.18 0.43 25.30 0.44 0.45 S.00 0.25 0.18 0.43 25.35 0.44 0.45 5.00 0.25 0.18 0.43 25.40 0.45 0.45 5.00 0.25 0.18 0.43 25.45 0.45 0.45 5.00 0.25 0.18 0.42 25.50 0.45 0.45 5.00 0.25 0.18 0.42 2S.55 0.46 0.45 5.00 0.25 0.18 0.42 25.60 0.46 0.4S 5.00 0.25 0.17 0.42 25.65 0.46 0.45 5.00 0.25 0.17 0.42 25.70 0.47 0.45 5.00 0.25 0.17 0.42 25.75 0.47 0.4S 5.00 0.2S 0.17 0.42 25.80 0.48 0.45 5.00 0.2S 0.17 0.42 25.85 0.48 0.45 5.00 0.2S 0.17 0.42 25.90 0.49 0.45 5.00 0.25 0.17 0.41 2S.95 0.49 0.45 5.00 0.25 0.17 0.41 26.00 0.50 0.45 5.00 0.2S 0.16 0.41 26.05 0.51 0.45 5.00 0.25 0.16 0.41 26.1.0 0.52 0.45 5.00 0.25 0.16 0.41 26.15 0.53 0.45 S.00 0.25 0.16 0.41 26.20 0.54 0.45 5.00 0.2S 0.16 0.41 26.25 0.56 0.45 5.00 0.25 0.16 0.41 26.30 0.58 0.45 5.00 0.25 0.16 0.40 26.35 0.60 0.4S 5.00 0.25 0.16 0.40 26.40 0.60 0.45 S.00 0.25 0.16 0.40 26.45 0.60 0.45 5.00 0.25 0.15 0.40 26.50 0.60 0.45 5.00 0.25 0.15 0.40 Page 11 BH-1 Liquefy.sum 26.55 0.60 0.45 S.00 0.25 0.15 0.40 26.60 0.60 0.45 5.00 0.25 0.15 0.40 26.65 0.60 0.45 5.00 0.25 0.15 0.40 26.70 0.60 0.45 5.00 0.25 0.15 0.40 26.75 0.60 0.45 5.00 0.25 0.15 0.39 26.80 0.60 0.45 5.00 0.25 0.15 0.39 26.85 0.60 0.45 5.00 0.2S 0.15 0.39 26.90 0.60 0.45 5.00 0.25 0.14 0.39 26.95 0.60 0.45 5.00 0.25 0.14 0.39 27.00 0.60 0.44 5.00 0.25 0.14 0.39 27.05 0.60 0.44 5.00 0.25 0.14 0.39 27.10 0.60 0.44 5.00 0.25 0.14 0.39 27.15 0.60 0.44 5.00 0.2S 0.14 0.39 27.20 0.60 0.44 5.00 0.25 0.14 0.38 27.25 0.60 0.44 5.00 0.25 0.14 0.38 27.30 0.60 0.44 5.00 0.25 0.14 0.38 27.35 0.60 0.44 5.00 0.25 0.13 0.38 27.40 0.60 0.44 5.00 0.25 0.13 0.38 27.45 0.60 0.44 5.00 0.25 0.13 0.38 27.S0 0.60 0.44 5.00 0.25 0.13 0.38 27.55 0.60 0.44 5.00 0.25 0.13 0.38 27.60 0.60 0.44 5.00 0.25 0.13 0.38 27.6S 0.60 0.44 5.00 0.25 0.13 0.37 27.70 0.60 0.44 5.00 0.25 0.13 0.37 27.75 0.60 0.44 5.00 0.25 0.13 0.37 27.80 0.60 0.44 S.00 0.25 0.12 0.37 27.85 0.60 0.44 5.00 0.25 0.12 0.37 27.90 0.60 0.44 5.00 0.25 0.12 0.37 27.95 0.60 0.44 5.00 0.25 0.12 0.37 28.00 0.60 0.44 5.00 0.25 0.12 0.37 28.05 0.60 0.44 5.00 0.25 0.12 0.37 28.10 0.60 0.44 5.00 0.25 0.12 0.37 28.15 0.60 0.44 5.00 0.2S 0.12 0.36 28.20 0.60 0.44 5.00 0.25 0.12 0.36 28.25 0.60 0.44 5.00 0.2S 0.12 0.36 28.30 0.60 0.44 S.00 0.25 0.11 0.36 28.35 0.60 0.44 5.00 0.2S 0.11 0.36 28.40 0.60 0.44 5.00 0.2S 0.11 0.36 28.45 0.60 0.44 5.00 0.25 0.11 0.36 28.S0 0.60 0.44 5.00 0.25 0.11 0.36 28.55 0.60 0.44 5.00 0.25 0.11 0.36 28.60 0.60 0.44 5.00 0.25 0.11 0.36 28.65 0.60 0.44 5.00 0.25 0.11 0.36 28.70 0.60 0.44 5.00 0.2S 0.11 0.35 28.75 0.60 0.44 5.00 0.25 0.11 0.35 28.80 0.60 0.44 5.00 0.25 0.11 0.35 28.85 0.60 0.44 S.00 0.25 0.10 0.35 28.90 0.60 0.44 S.00 0.25 0.10 0.35 28.95 0.60 0.44 5.00 0.25 0.10 0.35 29.00 0.60 0.44 5.00 0.2S 0.10 0.35 29.05 0.60 0.44 5.00 0.25 0.10 0.35 29.10 0.60 0.44 5.00 0.25 0.10 0.35 29.15 0.60 0.44 5.00 0.25 0.10 0.35 29.20 0.60 0.44 5.00 0.25 0.10 0.34 29.25 0.60 0.44 5.00 0.25 0.10 0.34 Page 12 BH-1 Liquefy.sum 29.30 0.60 0.44 5.00 0.25 0.10 0.34 29.35 0.60 0.44 5.00 0.25 0.10 0.34 29.40 0.60 0.44 5.00 0.2S 0.09 0.34 29.45 0.60 0.44 5.00 0.2S 0.09 0.34 29.50 0.60 0.44 5.00 0.25 0.09 0.34 29.5 S 0.60 0.44 5.00 0.25 0.09 0.34 29.60 0.60 0.44 5.00 0.2S 0.09 0.34 29.6 S 0.60 0.44 5.00 0.25 0.09 0.34 29.70 0.60 0.44 5.00 0.25 0.09 0.34 29.75 0.60 0.44 5.00 0.25 0.09 0.34 29.80 0.60 0.44 5.00 0.25 0.09 0.33 29.85 0.60 0.44 5.00 0.25 0.09 0.33 29.90 0.60 0.44 5.00 0.25 0.09 0.33 29.95 0.60 0.44 5.00 0.25 0.08 0.33 30.00 0.60 0.44 5.00 0.25 0.08 0.33 30.05 0.60 0.44 5.00 0.25 0.08 0.33 30.10 0.60 0.44 5.00 0.2S 0.08 0.33 30.15 0.60 0.44 5.00 0.25 0.08 0.33 30.20 0.60 0.44 5.00 0.2S 0.08 0.33 30.25 0.60 0.44 5.00 0.25 0.08 0.33 30.30 0.60 0.44 5.00 0.25 0.08 0.33 30.3S 0.60 0.44 5.00 0.25 0.08 0.32 30.40 0.60 0.44 5.00 0.25 0.08 0.32 30.45 0.60 0.44 5.00 0.2S 0.08 0.32 30.50 0.60 0.44 5.00 0.25 0.08 0.32 30.5S 0.60 0.44 5.00 0.25 0.07 0.32 30.60 0.60 0.44 5.00 0.25 0.07 0.32 30.65 0.60 0.44 5.00 0.2S 0.07 0.32 30.70 0.60 0.44 5.00 0.25 0.07 0.32 30.75 0.60 0.44 5.00 0.25 0.07 0.32 30.80 0.60 0.44 S.00 0.25 0.07 0.32 30.85 0.60 0.44 5.00 0.25 0.07 0.32 30.90 0.60 0.44 5.00 0.25 0.07 0.32 30.9S 0.60 0.44 5.00 0.25 0.07 0.31 31.00 0.60 0.44 5.00 0.2S 0.07 0.31 31.0S 0.59 0.44 5.00 0.2S 0.07 0.31 31.10 0.59 0.44 5.00 0.25 0.07 0.31 31.15 0.59 0.44 5.00 0.25 0.06 0.31 31.20 0.59 0.44 5.00 0.25 0.06 0.31 31.25 0.59 0.44 S.00 0.25 0.06 0.31 31.30 0.59 0.44 S.00 0.25 0.06 0.31 31.3S 0.59 0.44 S.00 0.25 0.06 0.31 31.40 0.59 0.44 5.00 0.25 0.06 0.31 31.45 0.59 0.44 5.00 0.2S 0.06 0.31 31.50 0.59 0.44 5.00 0.25 0.06 0.31 31.55 0.59 0.44 S.00 0.25 0.06 0.30 31.60 0.59 0.44 S.00 0.25 0.06 0.30 31.65 0.59 0.44 5.00 0.2S 0.06 0.30 31.70 0.59 0.44 5.00 0.25 0.06 0.30 31.7S 0.59 0.43 5.00 0.25 0.05 0.30 31.80 0.59 0.43 S.00 0.25 0.05 0.30 31.8S 0.59 0.43 5.00 0.25 0.05 0.30 31.90 0.59 0.43 5.00 0.25 0.05 0.30 31.95 0.59 0.43 5.00 0.2S 0.05 0.30 32.00 0.59 0.43 5.00 0.25 0.05 0.30 Page 13 BH-1 Liquefy.sum 32.05 0.59 0.43 5.00 0.25 0.05 0.30 32.10 0.59 0.43 5.00 0.25 0.05 0.30 32.15 0.59 0.43 S.00 0.25 0.05 0.29 32.20 0.S9 0.43 5.00 0.25 0.05 0.29 32.25 0.S9 0.43 S.00 0.25 0.05 0.29 32.30 O.S9 0.43 5.00 0.25 0.05 0.29 32.35 0.59 0.43 5.00 0.25 0.04 0.29 32.40 O.S9 0.43 5.00 0.2S 0.04 0.29 32.45 0.59 0.43 S.00 0.25 0.04 0.29 32.50 0.59 0.43 5.00 0.25 0.04 0.29 32.55 0.59 0.43 5.00 0.25 0.04 0.29 32.60 0.59 0.43 5.00 0.25 0.04 0.29 32.6S 0.59 0.43 S.00 0.25 0.04 0.29 32.70 0.59 0.43 S.00 0.25 0.04 0.29 32.75 0.59 0.43 5.00 0.25 0.04 0.28 32.80 0.59 0.43 S.00 0.25 0.04 0.28 32.85 0.59 0.43 5.00 0.25 0.04 0.28 32.90 0.59 0.43 5.00 0.25 0.04 0.28 32.95 0.59 0.43 5.00 0.25 0.03 0.28 33.00 0.S9 0.43 5.00 0.25 0.03 0.28 33.05 0.59 0.43 5.00 0.25 0.03 0.28 33.10 0.59 0.43 5.00 0.25 0.03 0.28 33AS 0.59 0.43 5.00 0.25 0.03 0.28 33.20 0.59 0.43 5.00 0.25 0.03 0.28 33.25 0.59 0.43 5.00 0.25 0.03 0.28 33.30 0.59 0.43 S.00 0.25 0.03 0.28 33.3S 0.59 0.43 5.00 0.25 0.03 0.27 33.40 0.59 0.43 5.00 0.25 0.03 0.27 33.45 0.59 0.43 5.00 0.2S 0.03 0.27 33.50 0.59 0.43 5.00 0.25 0.03 0.27 33.S5 0.59 0.43 5.00 0.25 0.02 0.27 33.60 0.59 0.43 5.00 0.25 0.02 0.27 33.65 0.59 0.43 5.00 0.25 0.02 0.27 33.70 O.S9 0.43 5.00 0.25 0.02 0.27 33.75 0.59 0.43 S.00 0.25 0.02 0.27 33.80 0.59 0.43 5.00 0.25 0.02 0.27 33.85 0.59 0.43 5.00 0.25 0.02 0.27 33.90 0.59 0.43 5.00 0.2S 0.02 0.27 33.95 0.59 0.43 5.00 0.25 0.02 0.26 34.00 0.59 0.43 S.00 0.25 0.02 0.26 34.05 0.59 0.43 5.00 0.25 0.02 0.26 34.10 0.59 0.43 S.00 0.25 0.02 0.26 34.15 0.59 0.43 5.00 0.25 0.01 0.26 34.20 0.59 0.43 S.00 0.25 0.01 0.26 34.2S 0.59 0.43 S.00 0.25 0.01 0.26 34.30 0.S9 0.42 5.00 0.2S 0.01 0.26 34.3S 0.59 0.42 5.00 0.25 0.01 0.26 34.40 0.59 0.42 5.00 0.25 0.01 0.26 34.45 0.59 0.42 5.00 0.25 0.01 0.26 34.50 0.59 0.42 5.00 0.25 0.01 0.26 34.55 0.59 0.42 5.00 0.25 0.01 0.26 34.60 0.58 0.42 5.00 0.25 0.01 0.25 34.65 0.58 0.42 5.00 0.2S 0.01 0.25 34.70 0.58 0.42 5.00 0.25 0.01 0.25 34.75 0.58 0.42 5.00 0.25 0.00 0.25 Page 14 BH-1 Liquefy.sum 34.80 0.58 0.42 5.00 0.2S 0.00 0.25 34.85 0.58 0.42 5.00 0.25 0.00 0.25 34.90 0.58 0.42 S.00 0.25 0.00 0.25 34.95 0.58 0.42 5.00 0.25 0.00 0.25 35.00 0.58 0.42 S.00 0.25 0.00 0.25 35.05 0.58 0.42 1.38 0.2S 0.00 0.25 35.10 0.58 0.42 1.38 0.25 0.00 0.25 35.15 0.58 0.42 1.38 0.25 0.00 0.25 35.20 0.58 0.42 1.38 0.25 0.00 0.25 35.25 0.58 0.42 1.38 0.25 0.00 0.25 35.30 0.58 0.42 1.38 0.25 0.00 0.25 35.35 0.58 0.42 1.38 0.25 0.00 0.25 35.40 0.58 0.42 1.38 0.25 0.00 0.25 35.45 0.58 0.42 1.38 0.25 0.00 0.25 35.50 0.58 0.42 1.38 0.25 0.00 0.25 35.55 0.58 0.42 1.37 0.25 0.00 0.2S 35.60 0.58 0.42 1.37 0.25 0.00 0.25 35.65 0.58 0.42 1.37 0.25 0.00 0.25 35.70 0.58 0.42 1.37 0.25 0.00 0.25 35.75 0.58 0.42 1.37 0.25 0.00 0.25 35.80 0.58 0.42 1.37 0.25 0.00 0.25 35.8S 0.58 0.42 1.37 0.25 0.00 0.25 35.90 0.58 0.42 1.37 0.25 0.00 0.25 35.95 0.58 0.42 1.37 0.25 0.00 0.25 36.00 0.58 0.42 1.37 0.25 0.00 0.25 36.05 0.S8 0.42 1.37 0.25 0.00 0.25 36.10 0.58 0.43 1.37 0.2S 0.00 0.25 36.15 0.58 0.43 1.37 0.25 0.00 0.25 36.20 0.58 0.43 1.36 0.25 0.00 0.25 36.25 0.58 0.43 1.36 0.25 0.00 0.25 36.30 0.58 0.43 1.36 0.25 0.00 0.25 36.35 0.58 0.43 1.36 0.25 0.00 0.25 36.40 0.58 0.43 1.36 0.25 0.00 0.25 36.45 0.58 0.43 1.36 0.25 0.00 0.25 36.50 0.58 0.43 1.36 0.25 0.00 0.2S 36.55 0.58 0.43 1.36 0.25 0.00 0.25 36.60 0.58 0.43 1.36 0.25 0.00 0.2S 36.65 0.58 0.43 1.36 0.25 0.00 0.25 36.70 0.58 0.43 1.36 0.25 0.00 0.25 36.75 0.58 0.43 1.36 0.25 0.00 0.2S 36.80 0.58 0.43 1.36 0.25 0.00 0.25 36.85 0.58 0.43 1.35 0.25 0.00 0.25 36.90 0.58 0.43 1.35 0.25 0.00 0.25 36.95 0.58 0.43 1.35 0.25 0.00 0.25 37.00 0.58 0.43 1.35 0.2S 0.00 0.25 37.05 0.58 0.43 1.35 0.25 0.00 0.25 37.10 0.58 0.43 1.3S 0.2S 0.00 0.25 37.15 0.58 0.43 1.35 0.25 0.00 0.25 37.20 0.58 0.43 1.35 0.2S 0.00 0.2S 37.25 0.58 0.43 1.35 0.25 0.00 0.25 37.30 0.58 0.43 1.35 0.25 0.00 0.25 37.35 0.58 0.43 1.3S 0.25 0.00 0.25 37.40 0.58 0.43 1.35 0.25 0.00 0.25 37.45 0.S8 0.43 1.3S 0.25 0.00 0.25 37.50 0.58 0.43 1.35 0.25 0.00 0.25 Page 15 BH-1 Liquefy.sum 37.55 0.58 0.43 1.34 0.25 0.00 0.25 37.60 0.58 0.43 1.34 0.25 0.00 0.25 37.65 0.58 0.43 1.34 0.25 0.00 0.25 37.70 0.58 0.43 1.34 0.25 0.00 0.25 37.75 0.58 0.43 1.34 0.25 0.00 0.25 37.80 O.S8 0.43 1.34 0.25 0.00 0.25 37.85 0.58 0.43 1.34 0.25 0.00 0.25 37.90 0.58 0.43 1.34 0.25 0.00 0.25 37.95 0.58 0.43 1.34 0.25 0.00 0.25 38.00 0.58 0.43 1.34 0.25 0.00 0.25 38.05 0.58 0.43 1.34 0.25 0.00 0.25 38.10 0.57 0.43 1.34 0.25 0.00 0.25 38.15 0.57 0.43 1.34 0.25 0.00 0.25 38.20 0.S7 0.43 1.34 0.25 0.00 0.25 38.25 0.57 0.43 1.34 0.2S 0.00 0.25 38.30 0.57 0.43 1.33 0.25 0.00 0.25 38.35 0.57 0.43 1.33 0.25 0.00 0.2S 38.40 0.57 0.43 1.33 0.25 0.00 0.25 38.45 0.57 0.43 1.33 0.25 0.00 0.25 38.50 0.57 0.43 1.33 0.25 0.00 0.25 38.55 0.57 0.43 1.33 0.25 0.00 0.25 38.60 0.57 0.43 1.33 0.25 0.00 0.25 38.65 0.57 0.43 1.33 0.25 0.00 0.25 38.70 0.57 0.43 1.33 0.25 0.00 0.2S 38.75 0.57 0.43 1.33 0.25 0.00 0.25 38.80 0.S7 0.43 1.33 0.25 0.00 0.25 38.85 0.57 0.43 1.33 0.25 0.00 0.25 38.90 0.57 0.43 1.33 0.25 0.00 0.25 38.95 0.57 0.43 1.33 0.2S 0.00 0.25 39.00 0.57 0.43 1.33 0.25 0.00 0.25 39.05 0.57 0.43 1.32 0.2S 0.00 0.2S 39.10 0.57 0.43 1.32 0.25 0.00 0.2S 39.15 0.57 0.43 1.32 0.25 0.00 0.25 39.20 0.57 0.43 1.32 0.25 0.00 0.25 39.25 0.57 0.43 1.32 0.25 0.00 0.25 39.30 0.57 0.43 1.32 0.25 0.00 0.25 39.35 0.57 0.43 1.32 0.25 0.00 0.25 39.40 0.57 0.43 1.32 0.24 0.00 0.24 39.45 0.57 0.43 1.32 0.24 0.00 0.24 39_50 0.S7 0.43 1.32 0.24 0.00 0.24 39.55 0.57 0.43 1.32 0.24 0.00 0.24 39.60 0.57 0.43 1.32 0.24 0.00 0.24 39.65 0.57 0.43 1.32 0.24 0.00 0.24 39.70 0.57 0.43 1.32 0.24 0.00 0.24 39.7S 0.57 0.43 1.32 0.24 0.00 0.24 39.80 O.S7 0.43 1.32 0.24 0.00 0.24 39.85 0.57 0.43 1.32 0.24 0.00 0.24 39.90 0.57 0.43 1.31 0.24 0.00 0.24 39.95 0.57 0.43 1.31 0.24 0.00 0.24 40.00 0.57 0.43 1.31 0.24 0.00 0.24 40.05 0.57 0.43 1.31 0.23 0.00 0.23 40.10 0.57 0.43 1.31 0.23 0.00 0.23 40.15 0.57 0.43 1.31 0.23 0.00 0.23 40.20 0.57 0.43 1.31 0.23 0.00 0.23 40.25 0.57 0.43 1.31 0.23 0.00 0.23 Page 16 BH-1 Liquefy.sum 40.30 0.57 0.43 1.31 0.23 0.00 0.23 40.35 0.57 0.43 1.31 0.23 0.00 0.23 40.40 0.57 0.43 1.31 0.23 0.00 0.23 40.45 O.S7 0.43 1.31 0.23 0.00 0.23 40.SO O.S7 0.43 1.31 0.23 0.00 0.23 40.55 0.57 0.43 1.31 0.23 0.00 0.23 40.60 0.57 0.43 1.31 0.23 0.00 0.23 40.65 0.57 0.43 1.31 0.22 0.00 0.22 40.70 0.57 0.43 1.31 0.22 0.00 0.22 40.75 0.57 0.43 1.31 0.22 0.00 0.22 40.80 0.57 0.44 1.30 0.22 0.00 0.22 40.8S 0.57 0.44 1.30 0.22 0.00 0.22 40.90 0.57 0.44 1.30 0.22 0.00 0.22 40.95 0.57 0.44 1.30 0.22 0.00 0.22 41.00 0.57 0.44 1.30 0.22 0.00 0.22 41.05 0.57 0.44 1.30 0.22 0.00 0.22 41.10 0.57 0.44 1.30 0.22 0.00 0.22 41.15 0.57 0.44 1.30 0.22 0.00 0.22 41.20 0.57 0.44 1.30 0.22 0.00 0.22 41.2S 0.57 0.44 1.30 0.21 0.00 0.21 41.30 0.57 0.44 1.30 0.21 0.00 0.21 41.35 0.S7 0.44 1.30 0.21 0.00 0.21 41.40 0.57 0.44 1.30 0.21 0.00 0.21 41.45 0.S7 0.44 1.30 0.21 0.00 0.21 41.50 0.57 0.44 1.30 0.21 0.00 0.21 41.55 0.57 0.44 1.30 0.21 0.00 0.21 41.60 0.57 0.44 1.30 0.21 0.00 0.21 41.65 0.57 0.44 1.30 0.21 0.00 0.21 41.70 0.56 0.44 1.30 0.21 0.00 0.21 41.75 0.56 0.44 1.29 0.21 0.00 0.21 41.80 0.56 0.44 1.29 0.21 0.00 0.21 41.85 0.56 0.44 1.29 0.20 0.00 0.20 41.90 0.56 0.44 1.29 0.20 0.00 0.20 41.95 0.56 0.44 1.29 0.20 0.00 0.20 42.00 0.56 0.44 1.29 0.20 0.00 0.20 42.05 0.56 0.44 1.29 0.20 0.00 0.20 42.10 0.56 0.44 1.29 0.20 0.00 0.20 42.15 0.56 0.44 1.29 0.20 0.00 0.20 42.20 0.56 0.44 1.29 0.20 0.00 0.20 42.25 0.56 0.44 1.29 0.20 0.00 0.20 42.30 0.56 0.44 1.29 0.20 0.00 0.20 42.3S 0.56 0.44 1.29 0.20 0.00 0.20 42.40 0.56 0.44 1.29 0.20 0.00 0.20 42.45 0.56 0.44 1.29 0.19 0.00 0.19 42.50 0.56 0.44 1.29 0.19 0.00 0.19 42.55 0.56 0.44 1.29 0.19 0.00 0.19 42.60 0.56 0.44 1.29 0.19 0.00 0.19 42.65 0.56 0.44 1.29 0.19 0.00 0.19 42.70 O.S6 0.44 1.29 0.19 0.00 0.19 42.75 0.56 0.44 1.28 0.19 0.00 0.19 42.80 0.56 0.44 1.28 0.19 0.00 0.19 42.85 0.56 0.44 1.28 0.19 0.00 0.19 42.90 0.56 0.44 1.28 0.19 0.00 0.19 42.95 O.S6 0.44 1.28 0.19 0.00 0.19 43.00 0.56 0.44 1.28 0.19 0.00 0.19 Page 17 BH-1 Liquefy.sum 43.05 O.S6 0.44 1.28 0.19 0.00 0.19 43.10 0.56 0.44 1.28 0.18 0.00 0.18 43.15 O.S6 0.44 1.28 0.18 0.00 0.18 43.20 0.56 0.44 1.28 0.18 0.00 0.18 43.25 0.56 0.44 1.28 0.18 0.00 0.18 43.30 0.56 0.44 1.28 0.18 0.00 0.18 43.35 0.56 0.44 1.28 0.18 0.00 0.18 43.40 O.S6 0.44 1.28 0.18 0.00 0.18 43.45 0.56 0.44 1.28 0.18 0.00 0.18 43.50 0.S6 0.44 1.28 0.18 0.00 0.18 43.SS O.S6 0.44 1.28 0.18 0.00 0.18 43.60 0.56 0.44 1.28 0.18 0.00 0.18 43.65 0.56 0.44 1.28 0.18 0.00 0.18 43.70 0.56 0.44 1.28 0.17 0.00 0.17 43.75 0.56 0.44 1.28 0.17 0.00 0.17 43.80 0.56 0.44 1.28 0.17 0.00 0.17 43.85 0.56 0.44 1.27 0.17 0.00 0.17 43.90 0.56 0.44 1.27 0.17 0.00 0.17 43.95 0.56 0.44 1.27 0.17 0.00 0.17 44.00 0.56 0.44 1.27 0.17 0.00 0.17 44.05 0.56 0.44 1.27 0.17 0.00 0.17 44.10 0.56 0.44 1.27 0.17 0.00 0.17 44.15 0.56 0.44 1.27 0.17 0.00 0.17 44.20 0.56 0.44 1.27 0.17 0.00 0.17 44.25 0.56 0.44 1.27 0.17 0.00 0.17 44.30 0.56 0.44 1.27 0.16 0.00 0.16 44.35 0.56 0.44 1.27 0.16 0.00 0.16 44.40 0.56 0.44 1.27 0.16 0.00 0.16 44.45 0.56 0.44 1.27 0.16 0.00 0.16 44.50 0.56 0.44 1.27 0.16 0.00 0.16 44.55 0.56 0.44 1.27 0.16 0.00 0.16 44.60 0.56 0.44 1.27 0.16 0.00 0.16 44.6S 0.56 0.44 1.27 0.16 0.00 0.16 44.70 0.56 0.44 1.27 0.16 0.00 0.16 44.75 0.56 0.44 1.27 0.16 0.00 0.16 44.80 0.56 0.44 1.27 0.16 0.00 0.16 44.85 0.56 0.44 1.27 0.16 0.00 0.16 44.90 0.56 0.44 1.27 0.15 0.00 0.15 44.95 0.56 0.44 1.27 0.15 0.00 0.15 45.00 0.56 0.44 1.27 0.15 0.00 0.15 45.05 0.56 0.44 1.26 0.15 0.00 0.15 4S.10 0.56 0.44 1.26 0.15 0.00 0.15 4S.15 0.56 0.44 1.26 0.15 0.00 0.15 45.20 0.56 0.44 1.26 0.15 0.00 0.15 45.2S 0.55 0.44 1.26 0.15 0.00 0.15 45.30 0.55 0.44 1.26 0.15 0.00 OAS 45.35 0.55 0.44 1.26 0.15 0.00 OAS 45.40 0.55 0.44 1.26 0.15 0.00 0.15 45.45 0.55 0.44 1.26 0.15 0.00 OAS 45.50 0.55 0.44 1.26 0.14 0.00 0.14 45.55 0.55 0.44 1.26 0.14 0.00 0.14 45.60 0.55 0.44 1.26 0.14 0.00 0.14 45.65 0.55 0.44 1.26 0.14 0.00 0.14 45.70 0.55 0.44 1.26 0.14 0.00 0.14 45.75 0.55 0.44 1.26 0.14 0.00 0.14 Page 18 BH-1 Liquefy.sum 45.80 0.55 0.44 1.26 0.14 0.00 0.14 45.85 0.55 0.44 1.26 0.14 0.00 0.14 4S.90 0.55 0.44 1.26 0.14 0.00 0.14 4S.95 0.5S 0.44 1.26 0.14 0.00 0.14 46.00 0.55 0.44 1.26 0.14 0.00 0.14 46.05 0.55 0.44 1.26 0.13 0.00 0.13 46.10 0.55 0.44 1.26 0.13 0.00 0.13 46.1S 0.55 0.44 1.26 0.13 0.00 0.13 46.20 0.55 0.44 1.26 0.13 0.00 0.13 46.25 0.S5 0.44 1.26 0.13 0.00 0.13 46.30 0.5S 0.44 1.26 0.13 0.00 0.13 46.35 0.S5 0.44 1.26 0.13 0.00 0.13 46.40 0.55 0.44 1.26 0.13 0.00 0.13 46.45 0.55 0.44 1.2S 0.13 0.00 0.13 46.50 0.55 0.44 1.25 0.13 0.00 0.13 46.5S 0.55 0.44 1.25 0.12 0.00 0.12 46.60 0.55 0.44 1.25 0.12 0.00 0.12 46.65 O.SS 0.44 1.25 0.12 0.00 0.12 46.70 0.5 S 0.44 1.2S 0.12 0.00 0.12 46.7S 0.55 0.44 1.25 0.12 0.00 0.12 46.80 0.55 0.44 1.25 0.12 0.00 0.12 46.8 S 0.55 0.44 1.25 0.12 0.00 0.12 46.90 0.55 0.44 1.25 0.12 0.00 0.12 46.95 0.55 0.44 1.25 0.12 0.00 0.12 47.00 0.55 0.44 1.25 0.12 0.00 0.12 47.OS 0.55 0.44 1.25 0.11 0.00 0.11 47.10 0.55 0.44 1.25 0.11 0.00 0.11 47.15 0.55 0.44 1.25 0.11 0.00 0.11 47.20 0.55 0.44 1.25 0.11 0.00 0.11 47.25 0.55 0.44 1.25 0.11 0.00 0.11 47.30 O.SS 0.44 1.25 0.11 0.00 0.11 47.35 0.55 0.44 1.25 0.11 0.00 0.11 47.40 0.55 0.44 1.25 0.11 0.00 0.11 47.45 0.55 0.44 1.25 0.11 0.00 0.11 47.50 0.55 0.44 1.25 0.11 0.00 0.11 47.55 0.5S 0.44 1.25 0.10 0.00 0.10 47.60 0.55 0.44 1.25 0.10 0.00 0.10 47.65 0.55 0.44 1.2S 0.10 0.00 0.10 47.70 0.55 0.44 1.25 0.10 0.00 0.10 47.7S O.SS 0.44 1.25 0.10 0.00 0.10 47.80 0.55 0.44 1.25 0.10 0.00 0.10 47.85 O.SS 0.44 1.25 0.10 0.00 0.10 47.90 O.SS 0.44 1.25 0.10 0.00 0.10 47.9S 0.55 0.44 1.25 0.10 0.00 0.10 48.00 0.55 0.44 1.24 0.09 0.00 0.09 48.05 0.55 0.44 1.24 0.09 0.00 0.09 48.10 0.55 0.44 1.24 0.09 0.00 0.09 48.15 0.55 0.44 1.24 0.09 0.00 0.09 48.20 0. S 5 0.44 1.24 0.09 0.00 0.09 48.25 0. S 5 0.44 1.24 0.09 0.00 0.09 48.30 0.55 0.44 1.24 0.09 0.00 0.09 48.35 0.5 5 0.44 1.24 0.09 0.00 0.09 48.40 0.55 0.44 1.24 0.09 0.00 0.09 48.45 0.55 0.44 1.24 0.08 0.00 0.08 48.50 0.55 0.44 1.24 0.08 0.00 0.08 Page 19 BH-1 Liquefy.sum 48.55 0.55 0.44 1.24 0.08 0.00 0.08 48.60 0.55 0.44 1.24 0.08 0.00 0.08 48.65 0.55 0.44 1.24 0.08 0.00 0.08 48.70 0.55 0.44 1.24 0.08 0.00 0.08 48.75 0.55 0.44 1.24 0.08 0.00 0.08 48.80 0.54 0.44 1.24 0.08 0.00 0.08 48.85 0.54 0.44 1.24 0.07 0.00 0.07 48.90 0.54 0.44 1.24 0.07 0.00 0.07 48.95 0.54 0.44 1.24 0.07 0.00 0.07 49.00 0.54 0.44 1.24 0.07 0.00 0.07 49.0S 0.54 0.44 1.24 0.07 0.00 0.07 49.10 0.54 0.44 1.24 0.07 0.00 0.07 49.15 0.54 0.44 1.24 0.07 0.00 0.07 49.20 0.54 0.44 1.24 0.07 0.00 0.07 49.25 0.54 0.44 1.24 0.06 0.00 0.06 49.30 0.54 0.44 1.22 0.06 0.00 0.06 49.35 0.53 0.44 1.20 0.06 0.00 0.06 49.40 0.52 0.44 1.19 0.06 0.00 0.06 49.45 0.52 0.44 1.17 0.06 0.00 0.06 49.50 0. S 1 0.44 1.16 0.06 0.00 0.06 49.SS 0.50 0.44 1.15 0.06 0.00 0.06 49.60 0.50 0.44 1.14 0.05 0.00 0.05 49.65 0.50 0.44 1.13 0.05 0.00 0.05 49.70 0.49 0.44 1.12 0.05 0.00 0.05 49.75 0.49 0.44 1.11 0.05 0.00 0.05 49.80 0.48 0.44 1.10 0.05 0.00 0.05 49.85 0.48 0.44 1.10 0.05 0.00 0.05 49.90 0.48 0.44 1.09 0.04 0.00 0.04 49.95 0.47 0.44 1.08 0.04 0.00 0.04 50.00 0.47 0.44 1.07 0.04 0.00 0.04 50.05 0.47 0.44 1.07 0.04 0.00 0.04 50.10 0.47 0.44 1.07 0.04 0.00 0.04 50.15 0.47 0.44 1.07 0.03 0.00 0.03 50.20 0.47 0.44 1.07 0.03 0.00 0.03 50.25 0.47 0.44 1.06 0.03 0.00 0.03 50.30 0.47 0.44 1.06 0.03 0.00 0.03 50.35 0.46 0.44 1.06 0.03 0.00 0.03 50.40 0.46 0.44 1.06 0.02 0.00 0.02 50.45 0.46 0.44 1.05 0.02 0.00 0.02 50.S0 0.46 0.44 1.05 0.02 0.00 0.02 50.55 0.46 0.44 1.05 0.02 0.00 0.02 50.60 0.46 0.44 1.05 0.02 0.00 0.02 50.65 0.46 0.44 1.05 0.01 0.00 0.01 50.70 0.46 0.44 1.05 0.01 0.00 0.01 50.75 0.46 0.44 1.04 0.01 0.00 0.01 S0.80 0.46 0.44 1.04 0.01 0.00 0.01 S0.85 0.46 0.44 1.04 0.01 0.00 0.01 50.90 0.45 0.44 1.04 0.00 0.00 0.00 50.95 0.45 0.44 1.04 0.00 0.00 0.00 51.00 0.45 0.44 1.03 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: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Page 20 BH-1 Liquefy.sum Settlement = in. --------------------------- -------------------------------------------------- I atm (atmosphere) = 1 tsf (ton/ft2) 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 S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 21 SEISMIC SETTLEMENT ANALYSIS 544-14059 Hole No.-BH-4 Water Depth-35 ft Surface Elev.=25 Ft Shear Stress Ratio rnt 0 0 I I A 20 `„ - 50 1 fs1=1.30 o _ CRR CSR fsi L Shaded Zone has Liquefaction Potential U3 _ 3 3 Magnitude-7.0 Acceleration-0.562g Factor of Safety Settlement 1 0 1 5 0 (in.) 10 S = 2.21 in. Sahirntati Unsaturat. 0 Sladden Engineering Silver Rock Resort Plate A-1 BH-4 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 , 1/10/2017 8:03:21 AM Input File Name: F:\Liquefy5\Silver Rock Resort BH-4.liq Title: 544-14059 Subtitle: Silver Rock Resort Surface Elev.=25 Ft Hole No.=BH-4 Depth of Hole= 51.00 ft Water Table during Earthquake= 35.00 ft Water Table during In -Situ Testing= 52.00 ft Max. Acceleration= 0.56 g Earthquake Magnitude= 7.00 Input Data: Surface Elev.=25 Ft Hole No.=BH-4 Depth of Hole=51.00 ft Water Table during Earthquake= 35.00 ft Water Table during In -Situ Testing= 52.00 ft Max. Acceleration=0.56 g Earthquake Magnitude=7.00 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 In -Situ Test Data: Depth SPT gamma Fines ft pcf % ------------------------------------ 0.00 26.00 101.00 NoLiq 5.00 26.00 101.00 NoLiq 10.00 17.33 101.00 44.30 15.00 15.00 101.00 12.80 Page 1 BH-4 Liquefy.sum 20.00 16.00 103.00 35.20 25.00 21.00 103.00 NoLiq 30.00 21.33 104.40 17.10 35.00 14.00 104.40 4.60 40.00 14.67 111.50 NoLiq 45.00 22.00 111.50 30.00 50.00 ---------------------------- 14.00 105.50 NoLiq ------- Output Results: Settlement of Saturated Sands=1.16 in. Settlement of Unsaturated Sands=1.05 in. Total Settlement of Saturated and Unsaturated Sands=2.21 in. Differential Settlement=1.103 to 1.457 in. Depth CRRm CSRfs F.S. S-sat. S-dry S-all ft in. in. in. --- -------------------------------------------------- 0.00 2.00 0.47 5.00 1.16 1.05 2.21 0.05 2.00 0.47 5.00 1.16 1.05 2.21 0.10 2.00 0.47 5.00 1.16 1.05 2.21 0.15 2.00 0.47 5.00 1.16 1.05 2.21 0.20 2.00 0.47 5.00 1.16 1.05 2.21 0.25 2.00 0.47 5.00 1.16 1.05 2.21 0.30 2.00 0.47 5.00 1.16 1.05 2.21 0.35 2.00 0.47 5.00 1.16 1.05 2.21 0.40 2.00 0.47 5.00 1.16 1.05 2.21 0.45 2.00 0.47 5.00 1.16 1.05 2.21 0.50 2.00 0.47 5_00 1.16 1.05 2.21 0.55 2.00 0.47 5.00 1.16 1.05 2.21 0.60 2.00 0.47 5.00 1.16 1.05 2.21 0.65 2.00 0.47 5.00 1.16 1.05 2.21 0.70 2.00 0.47 5.00 1.16 1.05 2.21 0.75 2.00 0.47 5.00 1.16 1.05 2.21 0.80 2.00 0.47 5.00 1.16 1.05 2.21 0.85 2.00 0.47 5.00 1.16 1.05 2.21 0.90 2.00 0.47 5.00 1.16 1.05 2.21 0.95 2.00 0.47 5.00 1.16 1.05 2.21 1.00 2.00 0.47 5.00 1.16 1.05 2.21 1.05 2.00 0.47 5.00 1.16 1.05 2.21 1.10 2.00 0.47 5.00 1.16 1.05 2.21 1.15 2.00 0.47 5.00 1.16 1.05 2.21 1.20 2.00 0.47 5.00 1.16 1.05 2.21 1.25 2.00 0.47 5.00 1.16 1.05 2.21 1.30 2.00 0.47 5.00 1.16 LOS 2.21 1.35 2.00 0.47 5.00 1.16 1.05 2.21 1.40 2.00 0.47 5.00 1.16 LOS 2.21 1.45 2.00 0.47 5.00 1.16 1.05 2.21 1.50 2.00 0.47 5.00 1.16 1.05 2.21 1.55 2.00 0.47 5.00 1.16 1.05 2.21 1.60 2.00 0.47 5.00 1.16 1.05 2.21 1.65 2.00 0.47 5.00 1.16 1.05 2.21 1.70 2.00 0.47 5.00 1.16 1.05 2.21 1.75 2.00 0.47 5.00 1.16 1.05 2.21 1.80 2.00 0.47 5.00 1.16 1.05 2.21 Page 2 BH-4 Liquefy.sum 1.85 2.00 0.47 5.00 1.16 LOS 2.21 1.90 2.00 0.47 5.00 1.16 1.05 2.21 1.95 2.00 0.47 S.00 1.16 1.05 2.21 2.00 2.00 0.47 5.00 1.16 LOS 2.21 2.05 2.00 0.47 5.00 1.16 LOS 2.21 2.10 2.00 0.47 5.00 1.16 1.05 2.21 2.15 2.00 0.47 5.00 1.16 1.05 2.21 2.20 2.00 0.47 5.00 1.16 1.05 2.21 2.25 2.00 0.47 5.00 1.16 1.05 2.21 2.30 2.00 0.47 5.00 1.16 1.05 2.21 2.35 2.00 0.47 5.00 1.16 1.05 2.21 2.40 2.00 0.47 5.00 1.16 LOS 2.21 2.45 2.00 0.47 5.00 1.16 1.05 2.21 2.50 2.00 0.47 5.00 1.16 1.05 2.21 2.55 2.00 0.47 5.00 1.16 LOS 2.21 2.60 2.00 0.47 5.00 1.16 1.05 2.21 2.65 2.00 0.47 5.00 1.16 1.05 2.21 2.70 2.00 0.47 5.00 1.16 1.05 2.21 2.75 2.00 0.47 5.00 1.16 LOS 2.21 2.80 2.00 0.47 5.00 1.16 1.05 2.21 2.85 2.00 0.47 5.00 1.16 1.05 2.21 2.90 2.00 0.47 S.00 1.16 LOS 2.21 2.95 2.00 0.47 5.00 1.16 1.05 2.21 3.00 2.00 0.47 5.00 1.16 1.05 2.21 3.05 2.00 0.47 5.00 1.16 LOS 2.21 3.10 2.00 0.47 S.00 1.16 1.05 2.21 3.15 2.00 0.47 5.00 1.16 1.05 2.21 3.20 2.00 0.47 5.00 1.16 1.05 2.21 3.25 2.00 0.47 S.00 1.16 1.05 2.21 3.30 2.00 0.47 5.00 1.16 1.05 2.21 3.35 2.00 0.47 5.00 1.16 1.05 2.21 3.40 2.00 0.47 5.00 1.16 LOS 2.21 3.4S 2.00 0.47 5.00 1.16 1.05 2.21 3.50 2.00 0.47 5.00 1.16 1.05 2.21 3.55 2.00 0.47 S.00 1.16 1.05 2.21 3.60 2.00 0.47 5.00 1.16 1.05 2.21 3.65 2.00 0.47 5.00 1.16 1.05 2.21 3.70 2.00 0.47 5.00 1.16 LOS 2.21 3.75 2.00 0.47 5.00 1.16 1.05 2.21 3.80 2.00 0.47 5.00 1.16 LOS 2.21 3.8S 2.00 0.47 5.00 1.16 1.05 2.21 3.90 2.00 0.47 5.00 1.16 1.05 2.21 3.95 2.00 0.47 5.00 1.16 1.05 2.21 4.00 2.00 0.47 5.00 1.16 LOS 2.21 4.OS 2.00 0.47 S.00 1.16 1.05 2.21 4.10 2.00 0.47 5.00 1.16 LOS 2.21 4.1 S 2.00 0.47 5.00 1.16 1.05 2.21 4.20 2.00 0.47 5.00 1.16 1.05 2.21 4.25 2.00 0.47 5.00 1.16 1.05 2.21 4.30 2.00 0.47 5.00 1.16 1.05 2.21 4.35 2.00 0.47 5.00 1.16 1.05 2.21 4.40 2.00 0.47 5.00 1.16 1.05 2.21 4.45 2.00 0.47 5.00 1.16 LOS 2.21 4.50 2.00 0.47 5.00 1.16 1.05 2.21 4.55 2.00 0.47 5.00 1.16 1.05 2.21 Page 3 BH-4 Liquefy.sum 4.60 2.00 0.47 5.00 1.16 1.05 2.21 4.65 2.00 0.47 5.00 1.16 1.05 2.21 4.70 2.00 0.47 5.00 1.16 LOS 2.21 4.75 2.00 0.47 5.00 1.16 1.05 2.21 4.80 2.00 0.47 5.00 1.16 LOS 2.21 4.85 2.00 0.47 5.00 1.16 LOS 2.21 4.90 2.00 0.47 5.00 1.16 1.05 2.21 4.9S 2.00 0.47 5.00 1.16 1.05 2.21 5.00 0.60 0.47 5.00 1.16 1.05 2.21 5.05 0.60 0.47 S.00 1.16 1.05 2.21 5.10 0.60 0.47 5.00 1.16 1.05 2.21 5.15 0.60 0.47 5.00 1.16 LOS 2.21 S.20 0.60 0.47 S.00 1.16 1.05 2.21 S.25 0.60 0.47 S.00 1.16 LOS 2.21 5.30 0.60 0.47 S.00 1.16 1.05 2.21 S.35 0.60 0.47 5.00 1.16 LOS 2.21 SAO 0.60 0.47 5.00 1.16 1.05 2.21 SAS 0.60 0.47 S.00 1.16 1.05 2.21 S.50 0.60 0.47 5.00 1.16 1.05 2.21 S.55 0.60 0.47 S.00 1.16 1.05 2.21 5.60 0.60 0.47 5.00 1.16 1.05 2.21 5.65 0.60 0.47 5.00 1.16 LOS 2.21 S.70 0.60 0.47 5.00 1.16 1.05 2.21 S.7S 0.60 0.47 5.00 1.16 LOS 2.21 5.80 0.60 0.47 5.00 1.16 1.05 2.21 5.85 0.60 0.47 5.00 1.16 1.04 2.21 5.90 0.60 0.47 5.00 1.16 1.04 2.21 5.95 0.60 0.47 5.00 1.16 1.04 2.21 6.00 0.60 0.47 5.00 1.16 1.04 2.20 6.05 0.60 0.47 5.00 1.16 1.04 2.20 6.10 0.60 0.47 5.00 1.16 1.04 2.20 6.15 0.60 0.47 5.00 1.16 1.04 2.20 6.20 0.60 0.47 S.00 1.16 1.04 2.20 6.25 0.60 0.47 5.00 1.16 1.04 2.20 6.30 0.60 0.47 5.00 1.16 1.04 2.20 6.35 0.60 0.47 S.00 1.16 1.04 2.20 6.40 0.60 0.47 S.00 1.16 1.04 2.20 6.4S 0.60 0.47 S.00 1.16 1.04 2.20 6.50 0.60 0.47 5.00 1.16 1.04 2.20 6.5S 0.60 0.47 5.00 1.16 1.04 2.20 6.60 0.60 0.47 5.00 1.16 1.04 2.20 6.65 0.60 0.47 5.00 1.16 1.04 2.20 6.70 0.60 0.47 5.00 1.16 1.04 2.20 6.75 0.60 0.47 S.00 1.16 1.04 2.20 6.80 0.60 0.47 5.00 1.16 1.04 2.20 6.85 0.60 0.47 5.00 1.16 1.04 2.20 6.90 0.60 0.47 5.00 1.16 1.04 2.20 6.95 0.60 0.47 5.00 1.16 1.04 2.20 7.00 0.60 0.47 S.00 1.16 1.04 2.20 7.OS 0.60 0.47 5.00 1.16 1.04 2.20 7.10 0.60 0.47 5.00 1.16 1.04 2.20 7.15 0.60 0.47 S.00 1.16 1.04 2.20 7.20 0.60 0.47 5.00 1.16 1.04 2.20 7.25 0.60 0.47 S.00 1.16 1.04 2.20 7.30 0.60 0.47 5.00 1.16 1.04 2.20 Page 4 BH-4 Liquefy.sum 7.35 0.60 0.47 5.00 1.16 1.04 2.20 7.40 0.60 0.47 5.00 1.16 1.04 2.20 7.4S 0.60 0.47 5.00 1.16 1.04 2.20 7.50 0.60 0.47 5.00 1.16 1.04 2.20 7.55 0.60 0.47 5.00 1.16 1.04 2.20 7.60 0.60 0.47 5.00 1.16 1.04 2.20 7.65 0.60 0.47 5.00 1.16 1.04 2.20 7.70 0.60 0.47 5.00 1.16 1.04 2.20 7.75 0.60 0.47 5.00 1.16 1.04 2.20 7.80 0.60 0.47 S.00 1.16 1.04 2.20 7.85 0.60 0.47 5.00 1.16 1.04 2.20 7.90 0.60 0.47 5.00 1.16 1.04 2.20 7.95 0.60 0.47 5.00 1.16 1.04 2.20 8.00 0.60 0.47 5.00 1.16 1.04 2.20 8.05 0.60 0.47 S.00 1.16 1.04 2.20 8.10 0.60 0.47 5.00 1.16 1.04 2.20 8.15 0.60 0.47 5.00 1.16 1.04 2.20 8.20 0.60 0.47 5.00 1.16 1.04 2.20 8.25 0.60 0.47 5.00 1.16 1.04 2.20 8.30 0.60 0.47 5.00 1.16 1.04 2.20 8.35 0.60 0.47 5.00 1.16 1.04 2.20 8.40 0.60 0.47 S.00 1.16 1.04 2.20 8.45 0.60 0.47 5.00 1.16 1.04 2.20 8.50 0.60 0.47 5.00 1.16 1.04 2.20 8.55 0.60 0.47 5.00 1.16 1.04 2.20 8.60 0.60 0.47 5.00 1.16 1.04 2.20 8.6S 0.60 0.47 S.00 1.16 1.04 2.20 8.70 0.60 0.47 S.00 1.16 1.04 2.20 8.75 0.60 0.47 S.00 1.16 1.04 2.20 8.80 0.60 0.47 5.00 1.16 1.04 2.20 8.85 0.60 0.47 5.00 1.16 1.04 2.20 8.90 0.60 0.47 5.00 1.16 1.04 2.20 8.95 0.60 0.46 S.00 1.16 1.04 2.20 9.00 0.60 0.46 5.00 1.16 1.04 2.20 9.05 0.60 0.46 5.00 1.16 1.04 2.20 9.10 0.60 0.46 5.00 1.16 1.03 2.20 9.15 0.60 0.46 5.00 1.16 1.03 2.20 9.20 0.60 0.46 5.00 1.16 1.03 2.19 9.25 0.60 0.46 5.00 1.16 1.03 2.19 9.30 0.60 0.46 5.00 1.16 1.03 2.19 9.3 S 0.60 0.46 5.00 1.16 1.03 2.19 9.40 0.60 0.46 5.00 1.16 1.03 2.19 9.45 0.60 0.46 S.00 1.16 1.03 2.19 9.50 0.60 0.46 S.00 1.16 1.03 2.19 9.55 0.60 0.46 5.00 1.16 1.03 2.19 9.60 0.60 0.46 5.00 1.16 1.03 2.19 9.65 0.60 0.46 S.00 1.16 1.03 2.19 9.70 0.60 0.46 5.00 1.16 1.03 2.19 9.75 0.60 0.46 5.00 1.16 1.03 2.19 9.80 0.60 0.46 5.00 1.16 1.03 2.19 9.85 0.60 0.46 5.00 1.16 1.03 2.19 9.90 0.60 0.46 5.00 1.16 1.03 2.19 9.95 0.60 0.46 5.00 1.16 1.03 2.19 10.00 0.60 0.46 5.00 1.16 1.03 2.19 10.05 0.60 0.46 5.00 1.16 1.03 2.19 Page 5 BH-4 Liquefy.sum 10.10 0.60 0.46 5.00 1.16 1.03 2.19 10.15 0.60 0.46 5.00 1.16 1.03 2.19 10.20 0.60 0.46 S.00 1.16 1.03 2.19 10.25 0.60 0.46 5.00 1.16 1.03 2.19 10.30 0.60 0.46 5.00 1.16 1.03 2.19 10.35 0.60 0.46 5.00 1.16 1.02 2.18 10.40 0.60 0.46 5.00 1.16 1.02 2.18 10.45 0.60 0.46 5.00 1.16 1.02 2.18 10.50 0.60 0.46 5.00 1.16 1.02 2.18 10.5 5 0.60 0.46 5.00 1.16 1.02 2.18 10.60 0.60 0.46 5.00 1.16 1.02 2.18 10.6 S 0.60 0.46 5.00 1.16 1.02 2.18 10.70 0.60 0.46 5.00 1.16 1.02 2.18 10.75 0.60 0.46 5.00 1.16 1.02 2.18 10.80 0.60 0.46 5.00 1.16 1.02 2.18 10.85 0.60 0.46 5.00 1.16 1.02 2.18 10.90 0.60 0.46 5.00 1.16 1.01 2.17 10.95 0.60 0.46 5.00 1.16 1.01 2.17 11.00 0.60 0.46 S.00 1.16 1.01 2.17 11.05 0.60 0.46 5.00 1.16 1.01 2.17 11.10 0.60 0.46 S.00 1.16 1.01 2.17 11.15 0.60 0.46 5.00 1.16 1.01 2.17 11.20 0.60 0.46 5.00 1.16 1.01 2.17 11.25 0.60 0.46 5.00 1.16 1.00 2.16 11.30 0.60 0.46 5.00 1.16 1.00 2.16 11.35 0.60 0.46 5.00 1.16 1.00 2.16 11.40 0.60 0.46 5.00 1.16 1.00 2.16 11.45 0.60 0.46 S.00 1.16 1.00 2.16 11.50 0.60 0.46 5.00 1.16 1.00 2.16 11.55 0.60 0.46 5.00 1.16 1.00 2.16 11.60 0.60 0.46 S.00 1.16 1.00 2.16 11.65 0.60 0.46 5.00 1.16 1.00 2.16 11.70 0.60 0.46 S.00 1.16 1.00 2.16 11.75 0.60 0.46 5.00 1.16 1.00 2.16 11.80 0.57 0.46 5.00 1.16 1.00 2.16 11.85 0.52 0.46 5.00 1.16 1.00 2.16 11.90 0.S0 0.46 5.00 1.16 1.00 2.16 11.95 0.48 0.46 5.00 1.16 0.99 2.15 12.00 0.47 0.46 5.00 1.16 0.99 2.15 12.05 0.46 0.46 S.00 1.16 0.99 2.1 S 12.10 0.45 0.46 5.00 1.16 0.99 2.15 12.15 0.45 0.46 S.00 1.16 0.99 2.15 12.20 0.44 0.46 5.00 1.16 0.99 2.15 12.2 S 0.43 0.46 5.00 1.16 0.99 2.15 12.30 0.43 0.46 5.00 1.16 0.99 2.1 S 12.35 0.42 0.46 5.00 1.16 0.99 2.15 12.40 0.42 0.46 5.00 1.16 0.99 2.15 12.45 0.41 0.46 5.00 1.16 0.99 2.15 12.50 0.41 0.46 5.00 1.16 0.99 2.1 S 12.55 0.40 0.46 5.00 1.16 0.99 2.15 12.60 0.40 0.46 5.00 1.16 0.98 2.15 12.6S 0.39 0.46 5.00 1.16 0.98 2.14 12.70 0.39 0.46 5.00 1.16 0.98 2.14 12.75 0.38 0.46 5.00 1.16 0.98 2.14 12.80 0.38 0.46 5.00 1.16 0.98 2.14 Page 6 BH-4 Liquefy.sum 12.85 0.38 0.46 5.00 1.16 0.98 2.14 12.90 0.37 0.46 5.00 1.16 0.98 2.14 12.95 0.37 0.46 5.00 1.16 0.98 2.14 13.00 0.37 0.46 5.00 1.16 0.98 2.14 13.05 0.36 0.46 5.00 1.16 0.98 2.14 13.10 0.36 0.46 5.00 1.16 0.98 2.14 13.15 0.36 0.46 5.00 1.16 0.97 2.13 13.20 0.3 S 0.46 5.00 1.16 0.97 2.13 13.25 0.35 0.46 5.00 1.16 0.97 2.13 13.30 0.35 0.46 5.00 1.16 0.97 2.13 13.3 S 0.34 0.46 5.00 1.16 0.97 2.13 13.40 0.34 0.46 5.00 1.16 0.97 2.13 13.45 0.34 0.46 5.00 1.16 0.97 2.13 13.50 0.34 0.46 5.00 1.16 0.97 2.13 13.55 0.33 0.46 5.00 1.16 0.96 2.13 13.60 0.33 0.46 5.00 1.16 0.96 2.12 13.6S 0.33 0.46 5.00 1.16 0.96 2.12 13.70 0.32 0.46 5.00 1.16 0.96 2.12 13.75 0.32 0.46 5.00 1.16 0.96 2.12 13.80 0.32 0.46 S.00 1.16 0.96 2.12 13.85 0.32 0.46 5.00 1.16 0.96 2.12 13.90 0.31 0.46 5.00 1.16 0.95 2.12 13.95 0.31 0.46 5.00 1.16 0.95 2.11 14.00 0.31 0.46 5.00 1.16 0.95 2.11 14.05 0.31 0.46 5.00 1.16 0.95 2.11 14.10 0.31 0.46 5.00 1.16 0.95 2.11 14.15 0.30 0.46 S.00 1.16 0.95 2.11 14.20 0.30 0.46 5.00 1.16 0.95 2.11 14.25 0.30 0.46 5.00 1.16 0.94 2.10 14.30 0.30 0.46 5.00 1.16 0.94 2.10 14.3 S 0.29 0.46 5.00 1.16 0.94 2.10 14.40 0.29 0.46 5.00 1.16 0.94 2.10 14.45 0.29 0.46 5.00 1.16 0.94 2.10 14.S0 0.29 0.46 5.00 1.16 0.93 2.09 14.55 0.29 0.46 5.00 1.16 0.93 2.09 14.60 0.28 0.46 5.00 1.16 0.93 2.09 14.65 0.28 0.46 5.00 1.16 0.93 2.09 14.70 0.28 0.46 5.00 1.16 0.93 2.09 14.75 0.28 0.46 5.00 1.16 0.92 2.08 14.80 0.31 0.46 5.00 1.16 0.92 2.08 14.85 0.31 0.46 5.00 1.16 0.92 2.08 14.90 0.31 0.46 5.00 1.16 0.92 2.08 14.9S 0.30 0.46 5.00 1.16 0.91 2.08 15.00 0.30 0.46 5.00 1.16 0.91 2.07 15.05 0.30 0.46 5.00 1.16 0.91 2.07 15.10 0.30 0.46 5.00 1.16 0.91 2.07 15.15 0.30 0.46 5.00 1.16 0.91 2.07 15.20 0.30 0.46 S.00 1.16 0.90 2.07 15.25 0.30 0.46 5.00 1.16 0.90 2.06 1 S.30 0.30 0.46 5.00 1.16 0.90 2.06 15.35 0.30 0.46 5.00 1.16 0.90 2.06 15.40 0.31 0.46 5.00 1.16 0.90 2.06 15.45 0.31 0.46 5.00 1.16 0.89 2.06 15.50 0.31 0.46 5.00 1.16 0.89 2.05 15.55 0.31 0.46 5.00 1.16 0.89 2.05 Page 7 BH-4 Liquefy.sum 15.60 0.31 0.46 5.00 1.16 0.89 2.05 15.65 0.31 0.46 5.00 1.16 0.89 2.05 15.70 0.31 0.46 5.00 1.16 0.88 2.04 15.75 0.31 0.46 S.00 1.16 0.88 2.04 15.80 0.31 0.46 5.00 1.16 0.88 2.04 15.85 0.31 0.46 5.00 1.16 0.88 2.04 15.90 0.31 0.46 5.00 1.16 0.88 2.04 15.95 0.31 0.46 5.00 1.16 0.87 2.03 16.00 0.31 0.46 5.00 1.16 0.87 2.03 16.05 0.31 0.46 5.00 1.16 0.87 2.03 16.10 0.31 0.46 5.00 1.16 0.87 2.03 16.15 0.31 0.46 5.00 1.16 0.87 2.03 16.20 0.31 0.46 5.00 1.16 0.86 2.02 16.2S 0.31 0.46 5.00 1.16 0.86 2.02 16.30 0.32 0.46 5.00 1.16 0.86 2.02 16.35 0.32 0.46 S.00 1.16 0.86 2.02 16.40 0.32 0.46 5.00 1.16 0.85 2.02 16.45 0.32 0.46 5.00 1.16 0.85 2.01 16.S0 0.32 0.46 S.00 1.16 0.85 2.01 16.55 0.32 0.46 5.00 1.16 0.85 2.01 16.60 0.32 0.46 5.00 1.16 0.85 2.01 16.65 0.32 0.46 S.00 1.16 0.84 2.00 16.70 0.32 0.46 5.00 1.16 0.84 2.00 16.75 0.32 0.46 5.00 1.16 0.84 2.00 16.80 0.32 0.46 S.00 1.16 0.84 2.00 16.85 0.32 0.46 5.00 1.16 0.84 2.00 16.90 0.32 0.46 5.00 1.16 0.83 1.99 16.95 0.32 0.46 5.00 1.16 0.83 1.99 17.00 0.32 0.46 5.00 1.16 0.83 1.99 17.OS 0.33 0.46 5.00 1.16 0.83 1.99 17.10 0.33 0.46 5.00 1.16 0.82 1.98 17.15 0.33 0.46 5.00 1.16 0.82 1.98 17.20 0.33 0.46 5.00 1.16 0.82 1.98 17.25 0.33 0.46 5.00 1.16 0.82 1.98 17.30 0.33 0.46 5.00 1.16 0.82 1.98 17.35 0.33 0.46 5.00 1.16 0.81 1.97 17.40 0.33 0.46 S.00 1.16 0.81 1.97 17.45 0.33 0.46 S.00 1.16 0.81 1.97 17.50 0.33 0.46 5.00 1.16 0.81 1.97 17.55 0.33 0.46 5.00 1.16 0.80 1.96 17.60 0.33 0.46 5.00 1.16 0.80 1.96 17.65 0.33 0.46 5.00 1.16 0.80 1.96 17.70 0.33 0.46 5.00 1.16 0.80 1.96 17.75 0.33 0.46 S.00 1.16 0.79 1.96 17.80 0.34 0.46 5.00 1.16 0.79 1.95 17.85 0.34 0.46 5.00 1.16 0.79 1.95 17.90 0.34 0.46 S.00 1.16 0.79 1.95 17.95 0.34 0.46 5.00 1.16 0.79 1.95 18.00 0.34 0.4S 5.00 1.16 0.78 1.94 18.05 0.34 0.45 5.00 1.16 0.78 1.94 18.10 0.34 0.45 S.00 1.16 0.78 1.94 MIS 0.34 0.45 5.00 1.16 0.78 1.94 18.20 0.34 0.4S 5.00 1.16 0.77 1.93 18.25 0.34 0.4S 5.00 1.16 0.77 1.93 18.30 0.34 0.45 5.00 1.16 0.77 1.93 Page 8 BH-4 Liquefy.sum 18.35 0.34 0.4S 5.00 1.16 0.77 1.93 18.40 0.34 0.45 5.00 1.16 0.76 1.93 18.45 0.3S 0.45 5.00 1.16 0.76 1.92 18.50 0.35 0.45 5.00 1.16 0.76 1.92 18.55 0.35 0.45 5.00 1.16 0.76 1.92 18.60 0.35 0.45 S.00 1.16 0.76 1.92 18.65 0.35 0.45 S.00 1.16 0.7S 1.91 18.70 0.35 0.45 5.00 1.16 0.75 1.91 18.75 0.35 0.45 5.00 1.16 0.75 1.91 18.80 0.35 0.4S 5.00 1.16 0.7S 1.91 18.85 0.35 0.45 5.00 1.16 0.74 1.90 18.90 0.35 0.45 5.00 1.16 0.74 1.90 18.9S 0.35 0.4S 5.00 1.16 0.74 1.90 19.00 0.35 0.45 5.00 1.16 0.74 1.90 19.05 0.36 0.4S 5.00 1.16 0.73 1.89 19.10 0.36 0.45 5.00 1.16 0.73 1.89 19.15 0.36 0.45 S.00 1.16 0.73 1.89 19.20 0.36 0.45 5.00 1.16 0.73 1.89 19.25 0.36 OAS 5.00 1.16 0.72 1.89 19.30 0.36 OAS 5.00 1.16 0.72 1.88 19.35 0.36 0.45 5.00 1.16 0.72 1.88 19.40 0.36 0.4S 5.00 1.16 0.72 1.88 19.45 0.36 0.4S 5.00 1.16 0.72 1.88 19.50 0.36 0.45 5.00 1.16 0.71 1.87 19.55 0.36 0.45 5.00 1.16 0.71 1.87 19.60 0.37 0.45 S.00 1.16 0.71 1.87 19.65 0.37 OAS S.00 1.16 0.71 1.87 19.70 0.37 0.4S S.00 1.16 0.70 1.86 19.7S 0.37 0.45 S.00 1.16 0.70 1.86 19.80 0.37 0.45 S.00 1.16 0.70 1.86 19.85 0.37 0.45 5.00 1.16 0.70 1.86 19.90 0.37 0.45 5.00 1.16 0.69 1.8S 19.95 0.37 0.45 5.00 1.16 0.69 1.85 20.00 0.37 0.45 5.00 1.16 0.69 1.85 20.05 0.38 0.45 S.00 1.16 0.69 1.85 20.10 0.38 0.45 5.00 1.16 0.68 1.84 20.15 0.39 0.45 5.00 1.16 0.68 1.84 20.20 0.39 0.45 5.00 1.16 0.68 1.84 20.25 0.40 0.4S 5.00 1.16 0.68 1.84 20.30 0.40 0.45 5.00 1.16 0.67 1.83 20.35 0.41 0.45 5.00 1.16 0.67 1.83 20.40 0.42 0.45 5.00 1.16 0.67 1.83 20.4S 0.42 0.45 5.00 1.16 0.67 1.83 20.50 0.43 0.45 5.00 1.16 0.67 1.83 20.S5 0.44 0.45 5.00 1.16 0.66 1.82 20.60 0.4S 0.4S 5.00 1.16 0.66 1.82 20.6S 0.46 0.45 5.00 1.16 0.66 1.82 20.70 0.47 0.45 5.00 1.16 0.66 1.82 20.75 0.48 0.45 5.00 1.16 0.66 1.82 20.80 0.50 0.45 5.00 1.16 0.65 1.81 20.8S 0.54 0.45 5.00 1.16 0.65 1.81 20.90 0.60 0.45 S.00 1.16 0.65 1.81 20.95 0.60 0.45 5.00 1.16 0.65 1.81 21.00 0.60 0.4S 5.00 1.16 0.65 1.81 21.05 0.60 0.45 5.00 1.16 0.64 1.80 Page 9 BH-4 Liquefy.sum 21.10 0.60 0.45 S.00 1.16 0.64 1.80 21.15 0.60 0.45 5.00 1.16 0.64 1.80 21.20 0.60 0.45 5.00 1.16 0.64 1.80 21.25 0.60 0.45 5.00 1.16 0.64 1.80 21.30 0.60 0.45 5.00 1.16 0.64 1.80 21.35 0.60 0.45 5.00 1.16 0.63 1.79 21.40 0.60 0.45 5.00 1.16 0.63 1.79 21.45 0.60 OAS 5.00 1.16 0.63 1.79 21.50 0.60 0.45 5.00 1.16 0.63 1.79 21.55 0.60 0.45 5.00 1.16 0.63 1.79 21.60 0.60 0.45 5.00 1.16 0.63 1.79 21.65 0.60 OAS 5.00 1.16 0.62 1.79 21.70 0.60 0.45 5.00 1.16 0.62 1.78 21.75 0.60 0.45 5.00 1.16 0.62 1.78 21.80 0.60 0.45 5.00 1.16 0.62 1.78 21.85 0.60 OAS 5.00 1.16 0.62 1.78 21.90 0.60 OAS 5.00 1.16 0.62 1.78 21.95 0.60 0.45 5.00 1.16 0.62 1.78 22.00 0.60 0.45 5.00 1.16 0.61 1.78 22.05 0.60 OAS 5.00 1.16 0.61 1.77 22.10 0.60 0.45 5.00 1.16 0.61 1.77 22.15 0.60 OAS S.00 1.16 0.61 1.77 22.20 0.60 0.45 5.00 1.16 0.61 1.77 22.25 0.60 OAS 5.00 1.16 0.61 1.77 22.30 0.60 0.45 5.00 1.16 0.61 1.77 22.3S 0.60 0.45 5.00 1.16 0.61 1.77 22.40 0.60 0.45 5.00 1.16 0.60 1.77 22.45 0.60 0.45 S.00 1.16 0.60 1.76 22.SO 0.60 0.45 5.00 1.16 0.60 1.76 22.55 0.60 0.45 5.00 1.16 0.60 1.76 22.60 0.60 0.45 5.00 1.16 0.60 1.76 22.65 0.60 0.45 S.00 1.16 0.60 1.76 22.70 0.60 0.45 5.00 1.16 0.60 1.76 22.75 0.60 0.45 5.00 1.16 0.60 1.76 22.80 0.60 0.45 5.00 1.16 0.60 1.76 22.85 0.60 OAS 5.00 1.16 0.59 1.76 22.90 0.60 0.45 5.00 1.16 0.59 1.75 22.95 0.60 0.45 5.00 1.16 0.59 1.75 23.00 0.60 0.45 5.00 1.16 0.59 1.75 23.OS 0.60 OAS 5.00 1.16 0.59 1.75 23.10 0.60 0.45 5.00 1.16 0.S9 1.75 23.15 0.60 0.45 5.00 1.16 0.59 1.75 23.20 0.60 0.45 5.00 1.16 0.59 1.75 23.25 0.60 0.45 5.00 1.16 0.59 1.75 23.30 0.60 0.45 5.00 1.16 0.59 1.75 23.35 0.60 0.45 5.00 1.16 0.59 1.75 23.40 0.60 0.45 5.00 1.16 0.58 1.74 23.45 0.60 0.45 5.00 1.16 0.58 1.74 23.50 0.60 0.45 5.00 1.16 O.S8 1.74 23.55 0.60 0.45 5.00 1.16 0.58 1.74 23.60 0.60 OAS S.00 1.16 0.58 1.74 23.65 0.60 0.45 5.00 1.16 0.58 1.74 23.70 0.60 OAS 5.00 1.16 0.58 1.74 23.75 0.60 OAS 5.00 1.16 0.58 1.74 23.80 0.60 OAS 5.00 1.16 0.58 1.74 Page 10 BH-4 Liquefy.sum 23.8S 0.60 0.45 5.00 1.16 0.58 1.74 23.90 0.60 0.45 5.00 1.16 0.58 1.74 23.95 0.60 0.45 5.00 1.16 0.58 1.74 24.00 0.60 OAS 5.00 1.16 O.S7 1.73 24.OS 0.60 0.45 5.00 1.16 0.57 1.73 24.10 0.60 0.45 5.00 1.16 0.57 1.73 24.15 0.60 0.45 5.00 1.16 0.57 1.73 24.20 0.60 0.45 5.00 1.16 0.57 1.73 24.25 0.60 0.45 5.00 1.16 0.57 1.73 24.30 0.60 0.45 5.00 1.16 0.57 1.73 24.35 0.60 0.45 5.00 1.16 0.57 1.73 24.40 0.60 0.45 5.00 1.16 0.57 1.73 24.45 0.60 0.45 S.00 1.16 0.57 1.73 24.50 0.60 0.45 S.00 1.16 0.57 1.73 24.5 S 0.60 0.45 5.00 1.16 O.S7 1.73 24.60 0.60 0.45 5.00 1.16 0.57 1.73 24.65 0.60 0.45 5.00 1.16 0.57 1.73 24.70 0.60 0.45 5.00 1.16 0.57 1.73 24.7S 0.60 0.45 5.00 1.16 O.S7 1.73 24.80 0.60 0.45 5.00 1.16 0.S7 1.73 24.85 0.60 0.45 S.00 1.16 0.57 1.73 24.90 0.60 OAS 5.00 1.16 0.57 1.73 24.95 0.60 0.45 5.00 1.16 0.57 1.73 25.00 0.60 OAS 5.00 1.16 0.57 1.73 25.05 0.60 OAS S.00 1.16 0.57 1.73 25.10 0.60 OAS S.00 1.16 0.57 1.73 25.15 0.60 0.45 5.00 1.16 0.57 1.73 25.20 0.60 0.45 5.00 1.16 0.57 1.73 25.25 0.60 OAS 5.00 1.16 0.S7 1.73 25.30 0.60 0.45 5.00 1.16 0.57 1.73 25.35 0.60 OAS 5.00 1.16 0.57 1.73 25.40 0.60 0.45 5.00 1.16 0.57 1.73 25.45 0.60 0.45 5.00 1.16 0.56 1.73 25.50 0.60 0.45 5.00 1.16 0.56 1.72 2S.55 0.60 0.45 S.00 1.16 0.56 1..72 25.60 0.60 OAS 5.00 1.16 0.56 1.72 25.65 0.60 OAS 5.00 1.16 0.56 1.72 25.70 0.60 0.45 5.00 1.16 0.56 1.72 25.75 0.60 0.45 5.00 1.16 0.56 1.72 25.80 0.60 OAS 5.00 1.16 0.56 1.72 25.85 0.60 0.45 5.00 1.16 0.56 1.72 25.90 0.60 OAS 5.00 1.16 0.56 1.72 25.95 0.60 0.45 5.00 1.16 0.56 1.72 26.00 0.60 0.45 5.00 1.16 0.56 1.72 26.05 0.60 0.45 5.00 1.16 0.S6 1.72 26.10 0.60 0.45 5.00 1.16 0.56 1.72 26.15 0.60 0.45 5.00 1.16 0.56 1.72 26.20 0.60 0.45 5.00 1.16 0.56 1.72 26.25 0.60 0.45 5.00 1.16 0.56 1.72 26.30 0.60 0.45 5.00 1.16 0.56 1.72 26.35 0.60 OAS 5.00 1.16 0.56 1.72 26.40 0.60 0.45 5.00 1.16 0.56 1.72 26.4S 0.60 0.45 5.00 1.16 0.56 1.72 26.50 0.60 0.45 5.00 1.16 0.56 1.72 26.55 0.60 OAS 5.00 1.16 0.56 1.72 Page 11 BH-4 Liquefy.sum 26.60 0.60 OAS 5.00 1.16 0.56 1.72 26.65 0.60 0.45 5.00 1.16 0.55 1.72 26.70 0.60 0.45 S.00 1.16 0.55 1.71 26.7S 0.60 0.45 5.00 1.16 0.55 1.71 26.80 0.60 0.45 5.00 1.16 0.55 1.71 26.8S 0.60 0.45 5.00 1.16 0.55 1.71 26.90 0.60 0.45 5.00 1.16 0.55 1.71 26.95 0.60 0.45 5.00 1.16 0.55 1.71 27.00 0.60 0.44 5.00 1.16 0.55 1.71 27.05 0.60 0.44 5.00 1.16 0.55 1.71 27.10 0.60 0.44 5.00 1.16 0.55 1.71 27.1S 0.60 0.44 S.00 1.16 O.SS 1.71 27.20 0.60 0.44 5.00 1.16 0.55 1.71 27.25 0.60 0.44 5.00 1.16 0.55 1.71 27.30 0.60 0.44 S.00 1.16 0.5S 1.71 27.35 0.60 0.44 5.00 1.16 0.55 1.71 27.40 0.60 0.44 5.00 1.16 0.5 S 1.71 27.45 0.60 0.44 S.00 1.16 0.55 1.71 27.50 0.60 0.44 5.00 1.16 0.5S 1.71 2 7.5 5 0.60 0.44 S.00 1.16 0.54 1.70 27.60 0.60 0.44 S.00 1.16 0.54 1.70 27.6S 0.60 0.44 S.00 1.16 0.54 1.70 27.70 0.60 0.44 5.00 1.16 0.54 1.70 27.75 0.60 0.44 S.00 1.16 0.54 1.70 27.80 0.60 0.44 5.00 1.16 0.54 1.70 27.8S 0.60 0.44 S.00 1.16 0.54 1.70 27.90 0.60 0.44 S.00 1.16 0.54 1.70 27.95 0.60 0.44 5.00 1.16 0.54 1.70 28.00 0.60 0.44 5.00 1.16 0.54 1.70 28.05 0.60 0.44 5.00 1.16 0.54 1.70 28.10 0.60 0.44 5.00 1.16 0.S4 1.70 28.15 0.60 0.44 S.00 1.16 0.54 1.70 28.20 0.60 0.44 S.00 1.16 0.53 1.69 28.25 0.60 0.44 5.00 1.16 0.53 1.69 28.30 0.60 0.44 S.00 1.16 0.53 1.69 28.35 0.60 0.44 5.00 1.16 0.53 1.69 28.40 0.60 0.44 5.00 1.16 0.53 1.69 28.45 0.60 0.44 5.00 1.16 0.53 1.69 28.50 0.60 0.44 5.00 1.16 0.53 1.69 28. S S 0.60 0.44 5.00 1.16 0.53 1.69 28.60 0.60 0.44 5.00 1.16 0.53 1.69 28.65 0.60 0.44 5.00 1.16 0.53 1.69 28.70 0.60 0.44 5.00 1.16 0.53 1.69 28.7S 0.60 0.44 5.00 1.16 0.52 1.68 28.80 0.60 0.44 5.00 1.16 0.52 1.68 28.85 O.S7 0.44 5.00 1.16 0.52 1.68 28.90 0.52 0.44 5.00 1.16 0.52 1.68 28.95 0.49 0.44 5.00 1.16 0.52 1.68 29.00 0.47 0.44 5.00 1.16 0.52 1.68 29.OS 0.46 0.44 5.00 1.16 0.52 1.68 29.10 OAS 0.44 5.00 1.16 0.52 1.68 29.15 0.44 0.44 5.00 1.16 0.52 1.68 29.20 0.43 0.44 5.00 1.16 0.51 1.67 29.25 0.42 0.44 5.00 1.16 0.51 1.67 29.30 0.41 0.44 5.00 1.16 0.51 1.67 Page 12 BH-4 Liquefy.sum 29.35 0.41 0.44 5.00 1.16 0.51 1.67 29.40 0.40 0.44 5.00 1.16 0.51 1.67 29.45 0.39 0.44 5.00 1.16 0.51 1.67 29.50 0.39 0.44 5.00 1.16 0.51 1.67 29.55 0.38 0.44 5.00 1.16 0.50 1.66 29.60 0.38 0.44 5.00 1.16 0.50 1.66 29.65 0.37 0.44 5.00 1.16 0.50 1.66 29.70 0.37 0.44 S.00 1.16 0.50 1.66 29.75 0.36 0.44 5.00 1.16 0.50 1.66 29.80 0.36 0.44 S.00 1.16 0.50 1.66 29.85 0.35 0.44 5.00 1.16 0.49 1.66 29.90 0.35 0.44 5.00 1.16 0.49 1.65 29.95 0.34 0.44 5.00 1.16 0.49 1.65 30.00 0.34 0.44 5.00 1.16 0.49 1.65 30.05 0.34 0.44 5.00 1.16 0.49 1.65 30.10 0.33 0.44 5.00 1.16 0.49 1.65 30.15 0.33 0.44 5.00 1.16 0.48 1.64 30.20 0.33 0.44 5.00 1.16 0.48 1.64 30.2S 0.33 0.44 5.00 1.16 0.48 1.64 30.30 0.32 0.44 S.00 1.16 0.48 1.64 30.3 S 0.32 0.44 5.00 1.16 0.48 1.64 30.40 0.32 0.44 5.00 1.16 0.47 1.63 30.45 0.32 0.44 5.00 1.16 0.47 1.63 30.50 0.32 0.44 S.00 1.16 0.47 1.63 30.55 0.31 0.44 5.00 1.16 0.47 1.63 30.60 0.31 0.44 S.00 1.16 0.47 1.63 30.65 0.31 0.44 5.00 1.16 0.46 1.62 30.70 0.31 0.44 5.00 1.16 0.46 1.62 30.75 0.31 0.44 S.00 1.16 0.46 1.62 30.80 0.30 0.44 5.00 1..16 0.46 1.62 30.85 0.30 0.44 5.00 1.16 0.45 1.62 30.90 0.30 0.44 5.00 1.16 0.45 1.61 30.95 0.30 0.44 5.00 1.16 0.45 1.61 31.00 0.30 0.44 5.00 1.16 0.45 1.61 31.05 0.29 0.44 5.00 1.16 0.45 1.61 31.10 0.29 0.44 5.00 1.16 0.44 1.60 31.1 S 0.29 0.44 5.00 1.16 0.44 1.60 31.20 0.29 0.44 5.00 1.16 0.44 1.60 31.2 S 0.29 0.44 5.00 1.16 0.43 1.60 31.30 0.28 0.44 5.00 1.16 0.43 1.59 31.35 0.28 0.44 5.00 1.16 0.43 1.59 31.40 0.28 0.44 S.00 1.16 0.43 1.S9 31.45 0.28 0.44 5.00 1.16 0.42 1.58 31.50 0.28 0.44 5.00 1.16 0.42 1.58 31.55 0.28 0.44 5.00 1.16 0.42 1.S8 31.60 0.27 0.44 5.00 1.16 0.42 1.58 31.65 0.27 0.44 5.00 1.16 0.41 1.S7 31.70 0.27 0.44 5.00 1.16 0.41 1.57 31.75 0.27 0.43 5.00 1.16 0.41 1.57 31.80 0.27 0.43 5.00 1.16 0.40 1.56 31.85 0.27 0.43 S.00 1.16 0.40 1.56 31.90 0.27 0.43 5.00 1.16 0.40 1.S6 31.95 0.26 0.43 5.00 1.16 0.39 1.55 32.00 0.26 0.43 5.00 1.16 0.39 1.55 32.05 0.26 0.43 S.00 1.16 0.39 1.55 Page 13 BH-4 Liquefy.sum 32.10 0.26 0.43 5.00 1.16 0.38 1.54 32.15 0.26 0.43 5.00 1.16 0.38 1.54 32.20 0.26 0.43 S.00 1.16 0.38 1.54 32.25 0.25 0.43 5.00 1.16 0.37 1.53 32.30 0.25 0.43 5.00 1.16 0.37 1.53 32.35 0.25 0.43 S.00 1.16 0.37 1.53 32.40 0.25 0.43 5.00 1.16 0.36 1.S2 32.4S 0.2S 0.43 S.00 1.16 0.36 1.52 32.50 0.2S 0.43 5.00 1.16 0.35 1.51 32.S5 0.24 0.43 5.00 1.16 0.35 1.S1 32.60 0.24 0.43 5.00 1.16 0.35 1.51 32.65 0.24 0.43 S.00 1.16 0.34 1.S0 32.70 0.24 0.43 5.00 1.16 0.34 1.50 32.75 0.24 0.43 S.00 1.16 0.33 1.49 32.80 0.24 0.43 5.00 1.16 0.33 1.49 32.85 0.23 0.43 5.00 1.16 0.32 1.48 32.90 0.23 0.43 5.00 1.16 0.32 1.48 32.95 0.23 0.43 5.00 1.16 0.32 1.48 33.00 0.23 0.43 5.00 1.16 0.31 1.47 33.05 0.23 0.43 5.00 1.16 0.31 1.47 33.10 0.23 0.43 5.00 1.16 0.30 1.46 33.15 0.23 0.43 5.00 1.16 0.30 1.46 33.20 0.22 0.43 S.00 1.16 0.29 1.45 33.2S 0.22 0.43 5.00 1.16 0.29 1.45 33.30 0.22 0.43 5.00 1.16 0.28 1.44 33.35 0.22 0.43 5.00 1.16 0.27 1.44 33.40 0.22 0.43 5.00 1.16 0.27 1.43 33.45 0.22 0.43 5.00 1.16 0.26 1.42 33.50 0.21 0.43 5.00 1.16 0.26 1.42 33.55 0.21 0.43 5.00 1.16 0.2S 1.41 33.60 0.21 0.43 5.00 1.16 0.2S 1.41 33.65 0.21 0.43 S.00 1.16 0.24 1.40 33.70 0.21 0.43 5.00 1.16 0.23 1.39 33.75 0.21 0.43 5.00 1.16 0.23 1.39 33.80 0.21 0.43 5.00 1.16 0.22 1.38 33.85 0.20 0.43 5.00 1.16 0.21 1.37 33.90 0.20 0.43 5.00 1.16 0.21 1.37 33.9S 0.20 0.43 5.00 1.16 0.20 1.36 34.00 0.20 0.43 5.00 1.16 0.19 1.35 34.05 0.20 0.43 5.00 1.16 0.19 1.35 34.10 0.20 0.43 5.00 1.16 0.18 1.34 34.15 0.20 0.43 5.00 1.16 0.17 1.33 34.20 0.19 0.43 5.00 1.16 0.16 1.32 34.2 S 0.19 0.43 5.00 1.16 0.16 1.32 34.30 0.19 0.42 5.00 1.16 0.15 1.31 34.3 5 0.19 0.42 5.00 1.16 0.14 1.30 34.40 0.19 0.42 S-00 1.16 0.13 1.29 34.4 S 0.19 0.42 5.00 1.16 0.12 1.28 34.50 0.19 0.42 S.00 1.16 0.11 1.27 34.55 0.18 0.42 5.00 1.16 0.10 1.26 34.60 0.18 0.42 5.00 1.16 0.09 1.26 34.6S 0.18 0.42 5.00 1.16 0.09 1.25 34.70 0.18 0.42 5.00 1.16 0.08 1.24 34.7S 0.18 0.42 S.00 1.16 0.07 1.23 34.80 0.18 0.42 5.00 1.16 0.06 1.22 Page 14 BH-4 Liquefy.sum 34.85 0.18 0.42 5.00 1.16 0.04 1.20 34.90 0.17 0.42 5.00 1.16 0.03 1.19 34.9 S 0.17 0.42 5.00 1.16 0.02 1.18 35.00 0.17 0.42 5.00 1.16 0.01 1.17 35.05 0.17 0.42 0.41* 1.16 0.00 1.16 35.10 0.18 0.42 0.42* 1.15 0.00 1.15 35.15 0.18 0.42 0.42* 1.14 0.00 1.14 35.20 0.18 0.42 0.43* 1.12 0.00 1.12 3 5.2 5 0.19 0.42 0.44* 1.11 0.00 1.11 35.30 0.19 0.42 0.44* 1.10 0.00 1.10 35.3S 0.19 0.42 0.45* 1.09 0.00 1.09 35.40 0.19 0.42 0.46* 1.08 0.00 1.08 3S.45 0.20 0.42 0.46* 1.07 0.00 1.07 35.50 0.20 0.42 0.47* LOS 0.00 1.05 35.55 0.20 0.42 0.48* 1.04 0.00 1.04 35.60 0.20 0.42 0.48* 1.03 0.00 1.03 35.65 0.21 0.42 0.49* 1.02 0.00 1.02 35.70 0.21 0.42 0.50* 1.01 0.00 1.01 35.75 0.21 0.42 O.SO* 1.00 0.00 1.00 35.80 0.22 0.42 0.51* 0.99 0.00 0.99 35.85 0.22 0.42 0.52* 0.98 0.00 0.98 35.90 0.22 0.42 0.52* 0.97 0.00 0.97 35.95 0.22 0.43 0.53* 0.96 0.00 0.96 36.00 0.23 0.43 0.53* 0.95 0.00 0.95 36.05 0.23 0.43 0.54* 0.94 0.00 0.94 36.10 0.23 0.43 0.55* 0.93 0.00 0.93 36.15 0.24 0.43 0.55* 0.92 0.00 0.92 36.20 0.24 0.43 0.56* 0.91 0.00 0.91 36.2S 0.24 0.43 0.57* 0.90 0.00 0.90 36.30 0.24 0.43 0.57* 0.89 0.00 0.89 36.35 0.25 0.43 0.58* 0.88 0.00 0.88 36.40 0.25 0.43 0.59* 0.87 0.00 0.87 36.45 0.25 0.43 0.59* 0.86 0.00 0.86 36.50 0.26 0.43 0.60* 0.85 0.00 0.85 36.55 0.26 0.43 0.61* 0.85 0.00 0.85 36.60 0.26 0.43 0.61* 0.84 0.00 0.84 36.65 0.27 0.43 0.62* 0.83 0.00 0.83 36.70 0.27 0.43 0.63* 0.82 0.00 0.82 36.75 0.27 0.43 0.64* 0.81 0.00 0.81 36.80 0.27 0.43 0.64* 0.80 0.00 0.80 36.85 0.28 0.43 0.65* 0.80 0.00 0.80 36.90 0.28 0.43 0.66* 0.79 0.00 0.79 36.95 0.28 0.43 0.66* 0.78 0.00 0.78 37.00 0.29 0.43 0.67* 0.77 0.00 0.77 37.05 0.29 0.43 0.68* 0.76 0.00 0.76 37.10 0.29 0.43 0.69* 0.76 0.00 0.76 37.15 0.30 0.43 0.70* 0.75 0.00 0.75 37.20 0.30 0.43 0.70* 0.74 0.00 0.74 37.25 0.31 0.43 0.71* 0.73 0.00 0.73 37.30 0.31 0.43 0.72* 0.73 0.00 0.73 37.35 0.31 0.43 0.73* 0.72 0.00 0.72 37.40 0.32 0.43 0.74* 0.71 0.00 0.71 37.45 0.32 0.43 0.75* 0.71 0.00 0.71 37.50 0.33 0.43 0.76-- 0.70 0.00 0.70 37.55 0.33 0.43 0.77* 0.69 0.00 0.69 Page 15 BH-4 Liquefy.sum 37.60 0.33 0.43 0.78* 0.69 0.00 0.69 37.65 0.34 0.43 0.79* 0.68 0.00 0.68 37.70 0.34 0.43 0.80* 0.67 0.00 0.67 37.75 0.35 0.43 0.81* 0.67 0.00 0.67 37.80 0.35 0.43 0.82* 0.66 0.00 0.66 37.85 0.36 0.43 0.83* 0.65 0.00 0.65 37.90 0.36 0.43 0.84* 0.65 0.00 0.65 37.95 0.37 0.43 0.85* 0.64 0.00 0.64 38.00 0.37 0.43 0.87* 0.64 0.00 0.64 38.05 0.38 0.43 0.88* 0.63 0.00 0.63 38.10 0.38 0.43 0.89* 0.63 0.00 0.63 38.15 0.39 0.43 0.91 * 0.62 0.00 0.62 38.20 0.40 0.43 0.92* 0.62 0.00 0.62 38.25 0.40 0.43 0.94* 0.61 0.00 0.61 38.30 0.41 0.43 0.95* 0.61 0.00 0.61 38.35 0.42 0.43 0.97* 0.60 0.00 0.60 38.40 0.43 0.43 0.99* 0.60 0.00 0.60 38.45 0.44 0.43 1.02 0.60 0.00 0.60 38.50 OAS 0.43 1.05 0.59 0.00 0.59 38.55 0.47 0.43 1.08 0.59 0.00 0.59 38.60 0.49 0.43 1.14 0.59 0.00 0.59 38.65 0.54 0.43 1.24 O.S9 0.00 0.59 38.70 0.58 0.43 1.34 0.59 0.00 0.59 38.7S 0.58 0.43 1.34 0.59 0.00 0.59 38.80 0.58 0.43 1.34 0.59 0.00 0.59 38.85 0.58 0.43 1.34 0.S8 0.00 0.58 38.90 0.S8 0.43 1.34 0.58 0.00 0.58 38.95 0.58 0.43 1.34 0.58 0.00 0.58 39.00 0.S8 0.43 1.34 0.58 0.00 0.58 39.05 0.S8 0.43 1.33 0.58 0.00 0.58 39.10 0.58 0.43 1.33 0.58 0.00 0.58 39.15 0.58 0.43 1.33 0.58 0.00 0.58 39.20 O.S8 0.43 1.33 0.58 0.00 O.S8 39.25 0.58 0.43 1.33 0.58 0.00 0.58 39.30 0.S8 0.43 1.33 0.58 0.00 O.S8 39.35 0.58 0.43 1.33 O.S8 0.00 0.58 39.40 0.58 0.43 1.33 0.58 0.00 0.58 39.45 0.58 0.43 1.33 0.58 0.00 0.58 39.50 0.58 0.43 1.33 0.58 0.00 0.58 39.S5 0.58 0.43 1.33 0.58 0.00 0.58 39.60 0.58 0.43 1.33 0.58 0.00 0.58 39.6S 0.58 0.43 1.33 0.S8 0.00 0.58 39.70 0.58 0.43 1.33 0.58 0.00 0.58 39.75 0.58 0.44 1.33 O.S8 0.00 0.58 39.80 0.58 0.44 1.32 0.S8 0.00 0.58 39.85 0.58 0.44 1.32 0.58 0.00 0.58 39.90 O.S8 0.44 1.32 0.58 0.00 0.58 39.95 0.58 0.44 1.32 0.58 0.00 0.58 40.00 0.S8 0.44 1.32 0.58 0.00 0.58 40.05 O.S8 0.44 1.32 0.58 0.00 O.S8 40.10 0.58 0.44 1.32 0.58 0.00 0.58 40.15 0.58 0.44 1.32 0.58 0.00 0.58 40.20 0.58 0.44 1.32 0.58 0.00 0.58 40.25 0.58 0.44 1.32 0.58 0.00 O.S8 40.30 O.S7 0.44 1.32 0.58 0.00 0.58 Page 16 BH-4 Liquefy.sum 40.35 0.57 0.44 1.32 0.58 0.00 O.S8 40.40 0.57 0.44 1.32 0.58 0.00 0.58 40.4S 0.S7 0.44 1.32 0.58 0.00 O.S8 40.50 0.S7 0.44 1.32 0.58 0.00 0.S8 40.S5 0.S7 0.44 1.32 0.58 0.00 0.58 40.60 0.S7 0.44 1.31 0.58 0.00 0.S8 40.65 0.57 0.44 1.31 0.58 0.00 0.58 40.70 0.57 0.44 1.31 0.58 0.00 0.58 40.75 0.57 0.44 1.31 0.58 0.00 0.S8 40.80 0.57 0.44 1.31 0.S8 0.00 0.58 40.85 0.57 0.44 1.31 0.58 0.00 0.58 40.90 0.57 0.44 1.31 0.58 0.00 0.58 40.95 0.57 0.44 1.31 0.58 0.00 0.58 41.00 0.57 0.44 1.31 0.58 0.00 O.S8 41.05 0.57 0.44 1.31 0.58 0.00 0.S8 41.10 0.57 0.44 1.31 0.58 0.00 0.S8 41.1. S 0.57 0.44 1.31 0.58 0.00 0.58 41.20 0.57 0.44 1.31 0.58 0.00 0.S8 41.25 O.S7 0.44 1.31 0.58 0.00 0.S8 41.30 0.57 0.44 1.31 0.58 0.00 0.58 41.35 0.57 0.44 1.31 0.58 0.00 0.58 41.40 0.57 0.44 1.30 0.58 0.00 0.58 41.4S 0.57 0.44 1.30 0.58 0.00 0.58 41.50 0.57 0.44 1.30 0.58 0.00 0.S8 41.55 0.57 0.44 1.30 0.58 0.00 0.58 41.60 0.57 0.44 1.30 0.58 0.00 0.58 41.65 0.57 0.44 1.30 0.58 0.00 0.58 41.70 0.57 0.44 1.30 0.58 0.00 0.58 41.75 O.S7 0.44 1.30 0.58 0.00 0.S8 41.80 0.57 0.44 1.30 0.S8 0.00 0.58 41.85 0.57 0.44 1.30 O.S8 0.00 0.58 41.90 0.57 0.44 1.30 0.57 0.00 0.57 41.9S 0.57 0.44 1.30 0.S7 0.00 O.S7 42.00 0.57 0.44 1.30 0.57 0.00 0.57 42.05 0.57 0.44 1.30 0.57 0.00 0.57 42.10 O.S7 0.44 1.30 0.57 0.00 0.57 42.15 0.S7 0.44 1.30 0.57 0.00 0.57 42.20 0.57 0.44 1.30 0.57 0.00 0.57 42.25 0.57 0.44 1.30 0.57 0.00 0.57 42.30 0.57 0.44 1.29 0.57 0.00 0.57 42.35 0.57 0.44 1.29 0.57 0.00 0.57 42.40 0.57 0.44 1.29 0.57 0.00 0.57 42.45 0.57 0.44 1.29 0.56 0.00 0.56 42.SO 0.57 0.44 1.29 0.56 0.00 0.56 42.55 0.S7 0.44 1.29 0.56 0.00 0.56 42.60 0.S7 0.44 1.29 O.S6 0.00 0.56 42.65 0.54 0.44 1.23 O.S6 0.00 0.56 42.70 0.51 0.44 1.16 0.56 0.00 0.56 42.7S 0.49 0.44 1.11 0.56 0.00 0.56 42.80 0.47 0.44 1.08 0.55 0.00 0.55 42.85 0.46 0.44 1.05 O.SS 0.00 0.55 42.90 0.45 0.44 1.03 0.55 0.00 0.5S 42.95 0.44 0.44 1.01 0.55 0.00 O.SS 43.00 0.44 0.44 0.99* 0.54 0.00 O.S4 43.05 0.43 0.44 0.98* 0.54 0.00 0.54 Page 17 BH-4 Liquefy.sum 43.10 0.43 0.44 0.97* 0.54 0.00 0.54 43.15 0.42 0.44 0.95* 0.53 0.00 0.53 43.20 0.42 0.44 0.94* 0.53 0.00 0.53 43.25 0.41 0.44 0.93* 0.53 0.00 0.53 43.30 0.41 0.44 0.92* 0.52 0.00 0.52 43.35 0.40 0.44 0.91* 0.52 0.00 0.52 43.40 0.40 0.44 0.90* 0.51 0.00 0.51 43.45 0.39 0.44 0.89* 0.51 0.00 0.51 43.50 0.39 0.44 0.88* 0.51 0.00 0.51 43.55 0.39 0.44 0.88* 0.50 0.00 0.50 43.60 0.38 0.44 0.87* 0.50 0.00 0.50 43.65 0.38 0.44 0.86* 0.49 0.00 0.49 43.70 0.38 0.44 0.85* 0.49 0.00 0.49 43.75 0.37 0.44 0.85* 0.48 0.00 0.48 43.80 0.37 0.44 0.84* 0.48 0.00 0.48 43.85 0.37 0.44 0.83* 0.47 0.00 0.47 43.90 0.36 0.44 0.82* 0.47 0.00 0.47 43.9S 0.36 0.44 0.82* 0.46 0.00 0.46 44.00 0.36 0.44 0.81 * 0.46 0.00 0.46 44.05 0.35 0.44 0.80* 0.45 0.00 0.45 44.10 0.3 S 0.44 0.80* 0.44 0.00 0.44 44.15 0.3 S 0.44 0.79* 0.44 0.00 0.44 44.20 0.35 0.44 0.78* 0.43 0.00 0.43 44.25 0.34 0.44 0.78* 0.43 0.00 0.43 44.30 0.34 0.44 0.77* 0.42 0.00 0.42 44.35 0.34 0.44 0.77* 0.41 0.00 0.41 44.40 0.34 0.44 0.76* 0.41 0.00 0.41 44.45 0.33 0.44 0.76* 0.40 0.00 0.40 44.50 0.33 0.44 0.7S* 0.39 0.00 0.39 44.55 0.33 0.44 0.74* 0.39 0.00 0.39 44.60 0.33 0.44 0.74* 0.38 0.00 0.38 44.65 0.32 0.44 0.73* 0.37 0.00 0.37 44.70 0.32 0.44 0.73* 0.37 0.00 0.37 44.75 0.32 0.44 0.72* 0.36 0.00 0.36 44.80 0.32 0.44 0.72* 0.35 0.00 0.35 44.85 0.32 0.44 0.71* 0.35 0.00 0.35 44.90 0.31 0.44 0.71* 0.34 0.00 0.34 44.95 0.31 0.44 0.70* 0.33 0.00 0.33 4S.00 0.31 0.44 0.70* 0.33 0.00 0.33 45.05 0.31 0.44 0.70* 0.32 0.00 0.32 45.10 0.31 0.44 0.70* 0.31 0.00 0.31 45.15 0.31 0.44 0.71* 0.31 0.00 0.31 45.20 0.31 0.44 0.71* 0.30 0.00 0.30 45.25 0.32 0.44 0.71* 0.29 0.00 0.29 45.30 0.32 0.44 0.72* 0.29 0.00 0.29 45.35 0.32 0.44 0.72* 0.28 0.00 0.28 45.40 0.32 0.44 0.73* 0.27 0.00 0.27 45.45 0.32 0.44 0.73* 0.27 0.00 0.27 45.50 0.32 0.44 0.73* 0.26 0.00 0.26 45.55 0.33 0.44 0.74* 0.25 0.00 0.25 45.60 0.33 0.44 0.74* 0.25 0.00 0.25 45.6 S 0.33 0.44 0.74* 0.24 0.00 0.24 45.70 0.33 0.44 0.75* 0.23 0.00 0.23 45.75 0.33 0.44 0.75* 0.23 0.00 0.23 45.80 0.33 0.44 0.76* 0.22 0.00 0.22 Page 18 BH-4 Liquefy.sum 45.85 0.34 0.44 0.76* 0.21 0.00 0.21 45.90 0.34 0.44 0.76* 0.21 0.00 0.21 45.95 0.34 0.44 0.77* 0.20 0.00 0.20 46.00 0.34 0.44 0.77* 0.20 0.00 0.20 46.05 0.34 0.44 0.78* 0.19 0.00 0.19 46.10 0.35 0.44 0.78* 0.18 0.00 0.18 46.15 0.35 0.44 0.79* 0.18 0.00 0.18 46.20 0.35 0.44 0.79* 0.17 0.00 0.17 46.25 0.35 0.44 0.80* 0.17 0.00 0.17 46.30 0.3 S 0.44 0.80* 0.16 0.00 0.16 46.35 0.36 0.44 0.81* 0.15 0.00 0.15 46.40 0.36 0.44 0.81* 0.15 0.00 0.15 46.45 0.36 0.44 0.82* 0.14 0.00 0.14 46.50 0.36 0.44 0.82* 0.14 0.00 0.14 46.55 0.37 0.44 0.83* 0.13 0.00 0.13 46.60 0.37 0.44 0.83* 0.13 0.00 0.13 46.65 0.37 0.44 0.84* 0.12 0.00 0.12 46.70 0.37 0.44 0.84* 0.12 0.00 0.12 46.75 0.38 0.44 0.85* 0.11 0.00 0.11 46.80 0.38 0.44 0.85-- 0.11 0.00 0.11 46.85 0.38 0.44 0.86* 0.10 0.00 0.10 46.90 0.38 0.44 0.87* 0.10 0.00 0.10 46.95 0.39 0.44 0.87* 0.09 0.00 0.09 47.00 0.39 0.44 0.88* 0.09 0.00 0.09 47.05 0.39 0.44 0.88* 0.08 0.00 0.08 47.10 0.40 0.44 0.89* 0.08 0.00 0.08 47.15 0.40 0.44 0.90* 0.08 0.00 0.08 47.20 0.40 0.44 0.91 * 0.07 0.00 0.07 47.25 0.41 0.44 0.91* 0.07 0.00 0.07 47.30 0.41 0.44 0.92* 0.06 0.00 0.06 47.35 0.41 0.44 0.93* 0.06 0.00 0.06 47.40 0.42 0.44 0.94* 0.06 0.00 0.06 47.4S 0.42 0.44 0.95* 0.05 0.00 0.05 47.50 0.43 0.44 0.96* 0.05 0.00 0.05 47.55 0.43 0.44 0.97* 0.05 0.00 0.05 47.60 0.44 0.44 0.99* 0.04 0.00 0.04 47.65 0.4S 0.44 1.00 0.04 0.00 0.04 47.70 0.45 0.44 1.02 0.04 0.00 0.04 47.75 0.46 0.44 1.04 0.04 0.00 0.04 47.80 0.47 0.44 1.07 0.03 0.00 0.03 47.85 0.49 0.44 1.10 0.03 0.00 0.03 47.90 0.51 0.44 1.15 0.03 0.00 0.03 47.95 0.54 0.44 1.22 0.03 0.00 0.03 48.00 0.55 0.44 1.2 5 0.02 0.00 0.02 48.05 0.55 0.44 1.25 0.02 0.00 0.02 48.10 0.55 0.44 1.2 S 0.02 0.00 0.02 48.15 0.55 0.44 1.25 0.02 0.00 0.02 48.20 0.55 0.44 1.25 0.02 0.00 0.02 48.2S 0.55 0.44 1.25 0.02 0.00 0.02 48.30 0.55 0.44 1.25 0.02 0.00 0.02 48.3S 0.5S 0.44 1.25 0.02 0.00 0.02 48.40 0.5 S 0.44 1.24 0.01 0.00 0.01 48.45 0.55 0.44 1.24 0.01 0.00 0.01 48.50 0.55 0.44 1.24 0.01 0.00 0.01 48.55 0.55 0.44 1.24 0.01 0.00 0.01 Page 19 BH-4 Liquefy.sum 48.60 0.55 0.44 1.24 0.01 0.00 0.01 48.65 0.55 0.44 1.24 0.01 0.00 0.01 48.70 0.55 0.44 1.24 0.01 0.00 0.01 48.75 0.55 0.44 1.24 0.01 0.00 0.01 48.80 0.5 S 0.44 1.24 0.01 0.00 0.01 48.85 0.55 0.44 1.24 0.01 0.00 0.01 48.90 0.55 0.44 1.24 0.01 0.00 0.01 48.95 0.55 0.44 1.24 0.00 0.00 0.00 49.00 0.55 0.44 1.24 0.00 0.00 0.00 49.05 0.55 0.44 1.24 0.00 0.00 0.00 49.10 0.55 0.44 1.24 0.00 0.00 0.00 49.15 0. S 5 0.44 1.24 0.00 0.00 0.00 49.20 0.55 0.44 1.24 0.00 0.00 0.00 49.25 0.55 0.44 1.24 0.00 0.00 0.00 49.30 0.55 0.44 1.24 0.00 0.00 0.00 49.3 S 0.5 5 0.44 1.24 0.00 0.00 0.00 49.40 0.55 0.44 1.24 0.00 0.00 0.00 49.4S 0.55 0.44 1.24 0.00 0.00 0.00 49.50 0.55 0.44 1.24 0.00 0.00 0.00 49.55 0.55 0.44 1.24 0.00 0.00 0.00 49.60 0.55 0.44 1.24 0.00 0.00 0.00 49.65 0.55 0.44 1.24 0.00 0.00 0.00 49.70 0.55 0.44 1.24 0.00 0.00 0.00 49.75 0.55 0.44 1.24 0.00 0.00 0.00 49.80 0.55 0.44 1.24 0.00 0.00 0.00 49.85 0. S S 0.44 1.24 0.00 0.00 0.00 49.90 0.55 0.44 1.24 0.00 0.00 0.00 49.95 0. S 5 0.44 1.24 0.00 0.00 0.00 50.00 0.55 0.44 1.24 0.00 0.00 0.00 50.05 2.00 0.44 5.00 0.00 0.00 0.00 50.10 2.00 0.44 5.00 0.00 0.00 0.00 50.15 2.00 0.44 5.00 0.00 0.00 0.00 50.20 2.00 0.44 5.00 0.00 0.00 0.00 50.25 2.00 0.44 5.00 0.00 0.00 0.00 50.30 2.00 0.44 5.00 0.00 0.00 0.00 50.35 2.00 0.44 5.00 0.00 0.00 0.00 50.40 2.00 0.44 5.00 0.00 0.00 0.00 50.45 2.00 0.44 5.00 0.00 0.00 0.00 50.50 2.00 0.44 5.00 0.00 0.00 0.00 50.55 2.00 0.44 5.00 0.00 0.00 0.00 50.60 2.00 0.44 5.00 0.00 0.00 0.00 50.65 2.00 0.44 5.00 0.00 0.00 0.00 50.70 2.00 0.44 5.00 0.00 0.00 0.00 50.75 2.00 0.44 5.00 0.00 0.00 0.00 50.80 2.00 0.44 5.00 0.00 0.00 0.00 50.85 2.00 0.44 5.00 0.00 0.00 0.00 50.90 2.00 0.44 5.00 0.00 0.00 0.00 S0.95 2.00 0.44 5.00 0.00 0.00 0.00 51.00 2.00 0.44 5.00 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: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in. Page 20 BH-4 Liquefy.sum ----- -------------------------- --------------------------- ---------------- ------- 1 atm (atmosphere) = 1 tsf (ton/ft2) 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 S-all Total Settlement from Saturated and Unsaturated Sands NoLiq No -Liquefy Soils Page 21