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Home My WebLink AboutParcel Map 17454 Geotech Report Wildomar Fault I _I I I I I I I I I , I I I I I I I I .' , I I IBtWli" i.ic ~il!~&'fi:?":~;":',--: 'r'1I\ \ 1 <:t~~ S h f 0" Associates C Be er Ixon REPORT ON GEOTECHNICAL INVESTIGATION OF THE WILDOMAR FAULT NORTH PLAZA AREA RANCHO CALIFORNIA RIvERSIDE COUNTY, CALIFORNIA For: RANCHO CALIFORNIA DEVELOPMENT COMPANY 27405 Ynez Road Rancho California, California 92390 By: Schaefer Dixon Associates, Inc. 2168 South Hathaway Street Santa Ana, California 92705 August 31, 1987 70-250 \ I I I I I I I I I I I 'I I I I I I I I August 31, 1987 70-250 If you have any questions regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, SCHAEFER DIXON ASSOCIATES, INC. Paul Davis Principal Geologist CEG #320 PD:AOM:SLH:dk/87 Distribution: (6) (1) Addressee Roy J. Sh1emon, Ph.D. [2 ] S h f O. Associates c ae er Ixon ')-' I I' I I I I I I I I I I I I I * * I * I Geotechnical Engineers 2168 South Hathaway Street Santa Ana. Gal.forma 92705 (714) 546.6602 (800) 245.1701 ,-,}~~1:.'-' f'~_.-ii..',:' S h f O. Associates c ae er Ixon Schaefer J Dixon Ellis J. Jones Rober! J. Lynn Paul Davis William J. Monahan James J. Weaver John J. Bulelo Joseph F Montagna James M. Bell John H. Fosler DenniS V. Long Kyle D. Emerson August 31, 1987 70-250 Rancho California 27405 Ynez Road Rancho California, California 92390 Attention: Mr. Csaba Ko Subject: Report on Geotechnical Investigation of the Wi1domar Fault North Plaza Area Rancho California Riverside County, California Gentlemen: We are pleased to submit the subject report in accordance with Contract Nos.. CJ036-87 and CJ055-87 dated June 5, 1987 and July 27, 1987, respec.tive1y. This report delineates the surface trace of the active wi1domar fault across the site within the Alquist-Priolo Special Studies Zone. The locations of fault traces were deter- mined utilizing Cone Penetrometer Testing and borehole sampling in the low-lying areas, and backhoe trench logging on the hillsides. A description of our investigation, and a summary of our findings, conclusions and recommendations are presented in this report. The investigation was performed by Ann O. Meeker, Project Geologist, and Scott L. Hardman, Staff Geotechnical Engineer, under the supervision of the undersigned. Rancho California was very helpful in providing logistical support. We especially appreciate the technical expertise and guidance provided throughout the study by Dr. Roy J. Sh1emon. o I I I I I I I I I I I I I I 'I I I I I August 31, 1987 TABLE OF CONTENTS 1; 0 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1 General ...................................... 1.2 Purpose and Scope of Investigation ........... FIGURE .1 - LOCATION MAP OF PLAZA NORTH AREA RANCHO CALIFORNIA 1.3 Site Description ............................. 1.4 Geologic Setting ............................. 1.5 Previous Studies ............................. 2;0 INVESTIGATION METHODS ............................. 2.1 General Approach ............................. 2.2 Literature and Aerial Photography Review..... 2.3 Reconnaissance Geologic Mapping .............. 2.4 Exploratory Trenching ........................ 2.5 Cone Penetrometer Testing (CPT) Study........ 3;0 RESULTS OF INVESTIGATION .......................... 3.1 Geologic Units ............................... 3.2 Photo-Lineaments.. . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.3 Faulting.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.4 Results of Cone Penetrometer Study........... 4; 0 CONCLUSIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.1 Location of the Wildomar Fault ............... 4.2 Pre-Holocene Faults .......................... 5; 0 RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REFERENCES APPENDIX A -EXPLORATORY TRENCH LOGS :Figures A-1 through A-13 - Trench Logs A through M 70-250 PAGE NO. 1 1 1 2 3 3 4 4 4 5 5 6 7 7 8 9 10 12 12 13 13 APPENDIX B -CONE PENETROMETER TESTING RESULTS AND BOREHOLE LOGS iFigure B-1- Typical Electronic Friction Cone Tip iFigures B-2.l through B-2.106 - Cone Penetrometer Test Results iFigures B-3.1 through B-3.5 - Boring Logs IFigure B-4- Key to Boring Logs IFigure B-5- Geologic Section for CPT Line A IFigure B-6- Geologic Section for CPT Lines B, C and D PLATE 1 - GEOTECHNICAL MAP S h f O. Associates c ae er Ixon A.. I I I I I I ! I I , I I I I I I I I I I I August 31, 1987 70-250 1.0 INTRODUCTION 1.1 General The site is located in Rancho California, Riverside County, Cali fornia (Figure 1). It is situated wi thin an Alquist-Priolo Special Stud.ies Zone, delineated by the State Geologist based on the presence of the active Wi1domar fault. The Special Studies Zone was established to regulate construction of habitable struc- tures along known active faults until geologic investigations demonstrate that the site is not subject to possible surface displacement from future faulting. The location of the Special Studies Zone, at the site is depicted on the site Location Map (Figure 1). 1.2 Purpose and Scope of Investigation The principal purposes of this investigation were (1) to deli- neate the active (Holocene) trace(s) of the Wi1domar fault within the North Plaza site area, in compliance with the Alquist-Priolo Special Studies Zones Act, (2) to evaluate the presence of any other previously unrecognized faults in the area, and (3) to iden- tify those areas demonstrably free of active (Holocene) faults. To accomplish these goals, subsurface investigations were extended across the southwestern part of the site beyond the Special Studies Zone for completeness, and recommended building setback zones have been established along the active fault trace. The scope of work consisted of the following main tasks: (1) Review of pertinent published and unpublished reports, and interpretation of stereographic aerial photographs for analysis of 1ineamentsl (2) Geologic field reconnaissancel (3) Excavation and geologic logging of 19l5 feet of backhoe trenches in hillside areas to delineate faults and stra- tigraphic unitsl (4) Perform a total of 3000 feet of Cone Penetrometer Tests (CPT) in the flat-lying areas, with known high ground- water tab1el [1] S h f O. Associates c ae er Ixon ~ I ... I r I I ~ c I ~ I o I g f- U I 3 a: 0- I I I I I I I I I I I I I I I I REFERENCES: CALIFORNIA SPECIA MURIETTA AND TEM~~~~~IES ZONE MAPS, (EFFECTIVE 1980); KEN NED QUADRANGLES Y, M.P., (19771. I o LOCATION MAP Schaefer Dixon Associates f1 NORTH I 2,000 I 4,000 FEET FIGURE 1, ~ I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 (5 ) Excavation, boreholes, ment, and; logging and soil samp1 ing five exploratory utilizing hollow stem auger drilling equip- (6) Preparation of this report and accompanying graphics. The trenches were excavated and subsequently backfilled by equipment provided by Rancho California Development Company. The CPT equipment was subcontracted from The Earth Technology Corporation of Long Beach. Drilling equipment was subcontracted from F & C Drilling of San Diego. 1.3 Site Description The project site is located approximately one mile north of the town of Ternecu1a, along the foothills at the northeast side of Temecu1a Valley (Figure 1). The site consists of about 40 acres adjoining the existing Rancho California Plaza commercial develop- ment on the north. The property is bounded by Interstate Highway 15 (Escondido Freeway) on the west and Ynez road on the east. ;~ low-lying, nearly level area characterizes the western por- tion of the site adjacent to the freeway, and an upper, graded pad area forms the eastern part of the property next to Ynez Road. The two, partially rough-graded pad areas are separated by a southwest- facing natural slope approximately 40 feet in height, which varies in inclination between about 2t:l and 4:1 (horizonta1:vertical). The natural slope is dissected by several drainages which emanate from the eastern foothills. The largest canyon, at the southeast side of the property, contains man-made fill used to support Ynez Road and a paved access road which crosses the site along the base of the slopes. No structures are present on the upper pad. A. small commercial storage structure is present on the lower pad area. Man-made fill to about five feet thick and dump debris are pre- sent on the lower pad level. A pond surrounded by thick brush is present at the southeast corner of the property. Natural chaparral mantles the slopes. [2] S h f D. Associates c ae er Ixon "\ - I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 1.4 Geologic Setting Temecu1a Valley forms a topographic and structural trough bounded by low hills on the northeast and by steep and rugged slopes on the southwest. The Valley trough at the project area is approximately one mile wide, and is bounded by the Willard fault on the southwest, and the Wi1domar fault on the northeast (Figure 1). Pleistocene-age Pauba Formation sediments under1 ie the hilly terrain on the east s ide of the si te, whereas the low1ying west side contains late-Pleistocene to Holocene-age lake or pond depo- sits and alluvium. The pauba sediments consist mainly of gent1y- d~pping sandstones with siltstone interbeds. The pond deposits are comprised chiefly of horizontal deposits of clay-silt mixtures. The Wi1domar fault forms a narrow band of northwest-trending faults along the base of the natural slope, at the eastern margin of the lake beds. The fault trace is characterized by strong geomorphic expression, photo-lineaments, shallow groundwater seeps, and sag ponds. Any geomorphic expression of the fault which may have existed across the low-lying lake beds has been eradicated by farming and grading. 1.5 Previous Studies The most pertinent geologic description of the site region is that by Kennedy (1977), who delineated the wildomar fault based mainly on geomorphic expression and photographic interpretation. Later, a geotechnical study was performed by pioneer Consultants (1980), specifically to locate the trace of the Wildomar fault. Their investigations utilized a magnetometer survey in the flat, low-lying areas to delineate subsurface anomalies which were interpreted as evidence of possible Holocene faulting. As a result, they recommended a restricted use zone between 250 and 350 feet wide across the site. A considerable amount of our investiga- tive effort has been concentrated in and adjacent to this zone. Information from these previous studies has been considered in this inv.estigation. [3] Associates Schaefer Dixon to - I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 2.0 INVESTIGATION METHODS 2.1 General Approach Fault locations were evaluated through a phased study. This sequence basically consisted of (1) identification of photo- lineaments, (2) geologic reconnaissance mapping (3) subsurface exploration across natural lineaments and other areas suspected of being fault related, and (4) evaluation of recency of fault displa- cements using soil stratigraphy, geomorphic features and fau1 t- stratigraphic relationships (in the absence of radiometrically dateable materials). Cone Penetrometer Tests (CPT) were used to explore the lower flat-lying site areas underlain by saturated fine-grained sediments and high groundwater. The CPT is an in-situ testing technique that measures soil properties directly as an electronically instrumented cone is pushed through subsurface soils. The CPT was used to trace tl1e continuity of alluvial and pond deposits for several hundred feet within the special studies zones and within the restricted use zone recommended by pioneer Consultants (1980). Five hollow-stem auger boreholes were excavated, sampled, and logged in order to correlate CP'I~ data with soil type. Locations of trenches, CPT soundings and boreholes are shown on Plate 1. These locations were determined by land survey methods, with reference to the California State Plane Coordinate System. Each phase of' our study is summarized in the following sections. 2~2 Literature and Aerial Photography Review Published geologic reports (Mann, 1955; Kennedy 1977) and unpublished geotechnical studies by others (Pioneer Consultants, 1980; Leighton and Associates, 1987) were reviewed prior to com- mencing our 'studies. Pertinent data from these reports, such as boring and trench logs and magnetometer anomalies, were considered in planning our field exploratory program and in evaluating the results of our studies. Exploratory trenches and magnetometer lines by Pioneer Consultants are shown on the Geotechnical Map (PLate 1). Stereographic aerial photographs flown during 1962, 1974 and 1978 at scales ranging from 1:2400 to 1:24,000 were reviewed to identify photo-lineaments that trend across the site. The photo- [4 ] S h f D. Associates .c ae er Ixon l\ I I I I I I I I I I I I I I I I I I I Aug.ust 31, 1987 70-250 lineaments are plotted on the Geotechnical Map (Plate 1), and are labeled lineament L-1 through lineament L-4. 2.3 Reconnaissance Geologic Mapping Ground locations of photo-lineaments and nearby areas were field checked by reconnaissance mapping and were subsequently investigated by exploratory trenches. Some lineaments were deter- mined not to be fault related, but rather a result of differential erosion withing the pauba Formation. Other photo-lineaments were f(!)und to be fault-related and additional trenches were excavated along their traces to evaluate the extent and characteristics of faults. 2.4 Exploratory Trenching Thirteen backhoe excavations, with a total length of 1,915 linear feet, were placed across the entire northern half of the site, in the hilly terrain. Continuous excavation to the south across the lower valley floor was abandoned owing to high ground- water. Most of these trenches were specifically sited across the photo-lineaments and fault traces. The trenches were designated Trench A through Trench M, from northwest to southeast (Plate 1). Most trenches were sited across a strong photo-lineament (li,neament L-l) at the abrupt change in slope corresponding to previously-identified traces of the Wi1domar fault (Kennedy, 1987; Pio.neer consultants, 1980; Plate 1>. Additionally, a 558 feet-long tli"ench (Trench H) was excavated across the upper pad area from the tqp-of-s1ope to Ynez Road. Trenches were also excavated as far downslope as practical at the lower portion of the property, into high groundwater. CPT lines were extended westerly where trenching was impractical. Generally, the north wall of all trenches was prepared for logging by removing all caked and smeared materials with hand tools to 'e2tpOSe a fresh surface. A string and nail baseline was leveled, and geologic features were measured by hand-held tape from the baseline. Trench walls were mapped at a scale of one inch equals ten feet (1:120), one inch equals twenty feet (1:240) and, where more detail was considered necessary, at one inch equals one foot (1:12). The position of lithologic contacts and planar features (fr,actures and faults) was preserved for ease of logging with nails and flagging. Unit colors are presented using Munsell notation. [5 ] S h f D. Associates c ae er Ixon \0 - I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 Trench logs A through M are presented in Appendix A, as Figures A-1 through A-13. 2.5 Cone Penetrometer Testing (CPT) Study Four lines of CPT soundings were conducted in the southern, low-lying area of the site across the Alquist-Priolo Special S.tudies Zone. These lines, designated A through D, were placed across areas believed most likely to exhibit Holocene-age faulting. Sounding lines were extended northeastward to the slope toe, and upslope as far as practical in order to overlap trench exposures. Soundings were more closely spaced in areas where exploratory trenches indicated possible fault traces, and in areas where anoma- lies were reported in the previously conducted magnetometer survey (Pioneer Consultants, 1980). Locations of the CPT lines and indi- vidual CPT soundings are shown on Plate 1. The CPT .is particularly applicable to fault studies where high groundwater conditions prohibit trenching to depths sufficient to produce the required geologic information. Therefore, in the south part of the site, the CPT was used to delineate continuous or possibly offset, near-horizontal subsurface beds at depths useful to this study. Through use of the cone, it was possible to trace the continuity of alluvial soils and ancient pond deposits, and then to determine the presence or absence of any apparent vertical offsets or geologic anomalies. The cone penetrometer is an electronic probe which, when pushed through the soil, gives high-resolution data corre1atab1e with soil type and engineering properties of the materials penetrated. Layers a few' inches thick may be identified and accurately located in'the soil profile with the CPT. A summary of current practice in the use and interpretation of the cone penetrometer is given in Appendix B (see Figure B-l). CPT soundings were conducted to depths between 22 and 54 feet. Soundings were spaced 50 feet apart where Line A extends outside the A1quist-'Prio1o Special Studies Zone, but were placed 5 to 30 feet apart within the zone. Given the close spacing, thinly-bedded horizontal strata and the high resolution of CPT data, an apparent vertical offset of one foot or greater should be detectable along the CPT lines. Cone penetrometer sounding logs are presented in Appendix B, Figures B-2.1 through B-2.106 (not inclusive). [6 ] S h f D. Associates c ae er Ixon \\ I I I I I I I I I I I I I I I I I I I I I Aug,ust 31, 1987 70-250 Five boreholes were excavated to correlate CPT data and soil types. Boreholes were dr il1ed us ing a hollow stem auger, and representative soil samples were obtained. Soil types were deter- mined visually. Boring logs are presented in Appendix B, Figures B-3.1 through B-3.5. 3.0 RESOLTS OF INVESTIGATION 3.1 Geologic Units General. Two major geologic units occur in the North Plaza area, the Pleistocene-age pauba Formation (Qps) and Quater- nary-age alluvial/pond deposits (Qa1). The northeastern half of the si te, or foothills area, is underlain by the pauba Formation and the southwestern low-lying area is generally underlain by alluvial/pond deposits. Minor amounts of slope- wash were exposed on the flanks of the foothills in the central part of the site. Each of these units is described below, and detailed geologic unit descriptions are presented on Figures A-1 through A-13 (Appendix A) and on the boring logs (Appendix B). pauba Formation (Qps). The pauba Formation consists of inter- bedded siltstones and sandstones separated by both gradational and erosional contacts. These alternating facies are thinly to thickly bedded, slightly to moderately well-cemented and laterally continuous for about 100 feet or more where unfau1ted. Beds generally dip less than 10 degrees to the northeast, except where cut/fill channel structures were observed, and near major faults where drag folds and steep1y- dipping beds are common. Alluvial/Pond Deposits (Qa1l. Horizontally-bedded silts, sands and clays were encountered in the hollow stem auger borings, CPT soundings and trenches in low-lying areas of the site. These deposits apparently represent low-energy pond or lake beds interbedded with overbank alluvial deposits. They were encountered to a depth of almost 60 feet (Boring B-1 l, and are probably much thicker. The pond deposits consist of unconsolidated, moist to wet, dark grey, thickly-bedded sandy silts and clays with organic- rich zones, to a depth of 20 to 30 feet. These fine-grained deposit!! are underlain by coarser deposits of medium dense, [7] Associates Schaefer Dixon \V I I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 dark brown to light grey, thinly to thickly-bedded silty to clayey sands. The sands become dense to very dense approxima- tely 40-50 feet below the ground surface. The fine-grained silts and clays observed in the upper 20 to 30 feet of the low-lying area were probably deposited in a quiet-water environment such as in a small lake or sag pond along the wi1domar fault. The underlying coarser sand layers were likely deposited as alluvial overbank or flood deposits from Murrieta Creek or the adjacent side canyons. A radiocarbon date was obtained in fine-grained pond deposits located about 1/4 mile to the southeast in a similar geomorphic setting (Dr. Roy J. Sh1emon, personal communica- tion, 1987). Results indicated a mean residence time (MRT) date of approximately 4,000 years before present at a depth of about 12 feet. Accordingly, the contact of the fine-grained upper pond deposits with the underlying coarser beds at a depth of 20 to 30 feet may correlate with the Pleistocene-Holocene transition, a time of regional changes in climatic: and sedimentation regimes. Slopewash (Qsw) and Fill (af). Slopewash deposits, as much as 10 feet thick, were exposed in trenches B, C, F, G, I, K, L and M near the base of the natural slope (Plate 1). These deposit!! generally consisted of loose to medium dense, brown silty sand with some clay and scattered gravels. These rela- tively young soils were observed in fault contact with the pauba Formation bedrock in trenches C, F, G, I, K and M (see Logs of Trenches in Appendix A). Man-made or artificial fill to five feet thick was observed in Borings 1-3 and 5 and trenches K and M (Plate 1). The fill consists mainly of unconsolidated silty sands and appears to be the 'result of road construction as well as grading for a former fair grounds in the southcentral part of the site. 3.2 Photo-Lineaments Several photo-lineaments were observed in the site area on aerial photographs (see References). These northwest-trending features, with a photo-lineament described by Kennedy in 1977, are shown by symbol on Plate 1. A brief description of each feature follows, and their relationship to faults, if any, is presented in Section 3.3. [8 ] S h f . Associates c ae er DIxon \'?7 I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 Photo-Lineament L-1. Photo-lineament L-1 is a dominant, strong ,through-going feature across the site. It roughly parallels the break-in-s1ope between the foothills and low- lying area and is enhanced by vegetation tonal changes. Sag ponds are visible along this trend, at and beyond the site area, on the older stereographic photographs. Photo-Lineament L-2. Several minor breaks in the natural slope angle near elevation 1050 and vegetation tonal changes suggest a possible fault at the location of L-2. This northwest- trending lineament is discontinuous and very subtle. Photo-Lineament L-3. Lineament L-3 is a relatively diffuse and discontinuous feature near the top of the natural slope, roughly parallel to L-2. This lineament is defined by vegeta- tion tonal changes and widely-spaced, but well-defined breaks- in-slope. Photo-Lineament L-4. Kennedy (l977l inferred a roughly north-south-trending splay off the main trace of the wi1domar fault based on linear topographic features. Lineament L-4 is an indistinct and discontinous feature, visible on stereo aerial photographs across the higher foothill elevations. 3.3 Faultin9 General. A continuous, through-going alignment of northwest- trending faults disp1ac ing pauba Formation bedrock and slope- wash or alluvial materials was exposed along the base of the natural slopes. In addition,. relatively minor, discontinuous fault breaks were detected on the hillsides northeast of the main fault alignment. Both styles of faulting are described below and are shown on Plate 1. Jhrouqh-Goinq Major Faults. Through-going, major faults are present along the base of the foothills substantially coin- cident with and subparallel to photo-lineament L-1. Generally, pauba Formation bedrock is juxtaposed against younger slopewash or alluvial mater ia1s. Mappable units were not corre1atab1e across these faults. Therefore, apparent vertical offset observed is a minimum offset, and the actual total amount of vertical displacement is probably much larger. Signif icant horizontal movement has also clearly occurred, but the extent is not measureab1e. Major fault planes dip steeply between [ 9] Associates Schaefer Dixon \A. _./ I * I I I I I I I I I I I I - I I I I August 31, 1987 70-250 about 70 and 90 degrees, and strike between north 50 and north 70 degrees west. Fault traces are generally distinct within the pauba formation, and become less linear and more diffuse where they trend into slopewash or alluvium. Seepage is common along major fault breaks. The location and extent of these major faults are shown on Plate 1, and graphic descriptions of the faults are presented on Logs of Trenches B, C, F, G, I, K and M in Appendix A. Discontinuous Minor Faults. Other north to northwest-trending faults were observed in the hillside area of the site, but differ markedly from the major faults described above. These relatively minor, discontinuous faults displace only the pauba formation. Apparent vertical offsets are on the order of one to seven feet. vertical offsets diminished significantly over several tens to hundreds of feet, as the faults either died out or splayed into a broad zone of offsets, each on the order of several inches in magnitude. Minor, discontinuous faults were oriented between 35 and 60 degrees west of north and dip 65 to 90 degrees to the south. A series of minor breaks was observed in Trenches B, D and E subparallel to photo-lineament L-2 (see Plate 1). Typically, the apparent vertical offsets were observed to decrease to the east, from over seven feet to less than five feet, with no evi- dence of faulting in Trench H, 300 feet farther east. No faults were observed in the vicinity of photo-lineaments L-3 and L-4. In summary, several splays or traces of discontinuous faults wi th measureab1e offsets occur in the pauba Formation in the foothills area northeast of the main fault trace at photo- lineament L-l. However, these short faults were observed to terminate or decrease in amount of offset, are not through- going, and do not align with strong geomorphic or photographic lineaments. Given their limited vertical displacement and lack of geomorphic expression, these minor offsets are believed to be Pleistocene in age, comparable to other "intra-Pauba" faults in the region (Leighton, 1987). 3.4 Results of Cone Penetrometer Study Results from the CPT investigation are presented in Appendix B, Figures B-5 and B-6. These figures show geologic cross sections of [10 ] A . t S h f D. ssocla es c ae er Ixon \,6 I I I I I I I I I I I I I I I I I * I August 31, 1987 70-250 alluvial/pond deposi ts along the indiv idua1 CPT 1 ines. By inter- polation between adjacent CPT soundings, the lateral, overlapping continuity of individual soil layers and geologic contacts were traced over most of the area investigated. Geologic anomalies and/or offsets were identified near the toe of slope, in CPT lines A, ,B and C. Fault traces identified by the CPT study are shown on the cross sections, and on Plate 1. The cone tip resistance for each sounding is shown on Figures B-5 and B-6. Because of space limitations, the soundings are also shown at a reduced scale. A brief discussion of findings from each CPT line follows. CPT Line A. This area of the site is underlain by fine-grained pond deposits to depths of 23 to 28 feet (Figure B-5). The pond sediments consist of thickly-bedded silts and clays with some thin interbeds of sandy material. These deposits are underlain by alluvial soils, consisting of interbedded silty and clayey sand, and silt. The lateral continuity of stra- tigraphic: features within the pond deposits, and the pond deposits/alluvium contact, are shown in Figure B-5. Near the toe of slope (CPT-38 and northeastward), the contact between 'alluvial and pond deposits dips slightly westward. Also, a ,wedge of coarser sediments is overlapped by the pond deposi ts, from CPT-44 northeastward. This is most likely an alluvial fan deposit emanating from the nearby drainage chan- nel. ThE! lateral continuity of these sediments is evident. Continuity of soil units is traceable along CPT Line A from CPT-34 through CPT-47. Between CPT-47 and CPT-48, an offset of approximately two feet has been indentified along the pond deposits/alluvium contact. A complete change in the soil pro- file is evident at the slope toe, between CPT-50 and CPT-102 clearly .indicative of a strong anomaly. Fault traces iden- tif ied in nearby trenches M and K indicate this anomaly is fault-related. CPT Line B. Geologic units underlying CPT Line B (Figure B-6) are very similar to Line A. The through-going diagnostic con- tact between pond and alluvial deposits occurs at depths of 19 to 22 feet below the ground surface. Overlapping continuity of beds is traceable along Line B from CPT-51 through CPT-65. A discontinuity in the soil profile [11 ] S h f D. Associates c ae er Ixon ~ I I I I I I I I I I I I I I I I I I I I !\.ugust 31, 1987 70-250 exists between CPT-65 and CPT-66. This anomaly is interpreted as a fault trace, having undetermined vertical offset. ~PT Lines C and D. The pond deposits beneath CPT Lines C and D extend to depths of 20 to 28 feet (Figure B-61. The contact between these fine-grained soils and the underlying coarser alluvium is less distinct here than at Lines A and B, but is nonetheless laterally traceable across the site. The pond deposit/alluvium contact dips slightly near the slope base, similar to Line A. Alluvial fan deposits extend into the fine-grained unit northeastward of CPT-103 in Line C, and CPT-79 in Line D. Continuity of overlapping soil layers and geologic contacts is evident .in Line C from CPT-67 through CPT-105. A three to four-foot vertical offset in the alluvial fan deposit between CPT-105 and CPT-76 at the base of the natural slope indicates fault displacement between the two soundings. CPT Line D encountered continuous, cor relatable beds with no evidence of geologic anomalies that might be interpreted as fault related. 4.0 CONCLUSIONS 4.1 Location of the Wi1domar Fault The surface trace of the Wi1domar fault extends northwest- southeast across the si te along the base of the natural slopes, substantially coincident with a prominent through-going photo- lineament. The fault forms a narrow band of subparallel displace- ments that juxtapose alluvial and slopewash deposits on the southwest against pauba Formation on the northeast. Holocene-age displacement along the Wildomar fault at the site is indicated by (II disruption of probable Holocene-age soil horizons, (21 alluvium and pond deposits faulted against pauba sediments, and (3) offsets within Holocene-age pond deposits. CPT soundings, placed across the fault projection at the toe- of-slope, indicated apparent vertical offsets of as much as four feet within valley alluvium and pond deposits. Several lines of closely-spaced soundings along the valley floor west of the base of slope demonstrated continuous, overlapping beds to a depth of about 30 feet, with no evidence of displacements. These undisp1aced beds, at a depth of 20-30 feet, are earliest Holocene or late [12] Associates Schaefer Dixon \\ I I I I I I I I I I I I I I I I I i I I August 31, 1987 70-250 Pleistocene .in age, based on C-14 calibrated sedimentologic rates and on the climatically-controlled change of sedimentation from basal gravels and sands to overlying silts and pond sediments. 4.2 Pre-Holocene Faults Faults encountered in excavations easterly of the wi1domar fault displayed measureab1e apparent vertical offsets of 7 feet or less in Pleistocene-age Pauba Formation sediments. These displace- ments were observed to decrease in amount or terminate within short distances. 'Associated lineaments are weak and discontinuous. The small displacements and discontinuity of these faults suggest they are relatively minor, non-reoccurring pre-Holocene features. 5.0 RECOMMENDATIONS We recommend that no habitable structures be placed along the trace of the active wi1domar fault zone. A setback zone consistent with State Alquist-Priolo Special Studies Zones Act provisions has been established which incorporates the through-going fault traces, subparallel offshoot splinter faults and displacements in pond deposi ts interpreted between CPT soundings. The eastern limit of the Wildomar fault zone is delineated by continuous exposures in Trenches B, F, G, I, K and M. Accordingly, an approximately 25..,.foot setback is recommended here. The western side of the Wildomar fault zone is constrained by CPT data. However, because the western fault splays cannot be directly observed in the field, it is recommended that a 50-foot wide setback be established on the west side of the fault zone. The total width of the setback zone varies between 75 and 110 feet, as shown on Plate 1. The boundaries of the fault setback zone supersede those recom- mended by pioneer Consultants (1980). This revised zone is based mainly on newly available, high resolution CPT data not previously available. The boundaries of the setback zone have been defined by [13 ] S h f D. Associates c ae er Ixon W:J I I I I I I I I I I I I I I I I I I I August 31, 1987 70-250 coordinate points S-l through S-13, which are shown on Plate 1. California State Plane Coordinates for these points are as follows: SETBACK POINT NORTHING EASTING S-l S-2 S-3 S-4 S-5 S-6 S-7 8-8 S-9 S-lO S-l1 S-12 S-13 490,366 490,093 489,760 489,701 489,520 489,321 489,118 489,430 489,639 489,700 490,071 490,159 490,244 l,724,2l2 1,724,639 1,725,107 1,725,203 1,725,429 l,725,722 1,725,750 1,725,401 1,725,130 1,724,986 1,724,462 1,724,392 1,724,259 [l4] Associates Schaefer Dixon 'f\ ,.. < d 0 '" '" '" " >- z 0 0 0 '" >- ~ ~ '" 0 0: W .. W <Xl ~ c> 15 0 .t- ~ 0 IL W .- C. >- >- Z <> '" 0 Z < Z ~ n 0: :>: < , '" IL '" 0: " <Xl W W < ,.. 0: '" ~ <Xl >- " ,.. 0: W => ...J 0: 0 <3 IL Z < < 0 , ; n. 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Associates c ae er Ixon ?P I I I I I I I I I I I I I I I, I I I I August 31, 1987 70-250 APPENDIX B CONE PENETROMETER TESTING RESULTS AND BOREHOLE LOGS The Cone Penetrometer Test (CPT) was introduced about 50 years ago in Europe as a method for estimating pile bearing capacity. In recent years, it has emerged as an effective and economical tech- nique for del ineating subsurface stratigraphy in certain types of sdi1s. Data derived from the CPT can also be used in soil identi- fication, estimating of strength parameters or density, and e'\1a1uation of liquefaction susceptibility of a soil mass. A com- p~ehensive study of current practice in the use of the cone pene- trometer and correlation of CPT data with soil properties has been published by Robertson & Campanella (1986). The standard cone penetrometer has a 600 apex angle, a 10 square centimeter (cm2) tip area, and a sleeve area of 150 cm2 (ASTM D-3441, see Figure B-1). The apparatus is advanced through the soil at a constant rate, by means of a hydraulic or mechanical jack. During testing, the tip resistance (qc) and sleeve friction (Fs) acting on the penetrometer are measured. The friction ratio (FR '" Fs/qc) is a useful parameter in correlating CPT data with soil type. As described in Section 2.5, 88 CPT soundings were conducted across the subject site along four separate lines (see Plate 1). These, soundings were completed from July 20 through July 26, 1987, by The Earth Technology Corporation under SDA's direction. The CPT equipment operated by The Earth Technology Corporation consists of a,cone assembly mounted at the end of a series of hollow rods. A specially designed all wheel drive 20-ton truck is used to transport and house the test equipment. I,ogs from CPT soundings are presented as Figures B-2.1 through B~2.106 (not inclusive). These diagrams show cone tip resistance and the calculated friction ratio, plotted versus depth. Boreholes B-'l 'through B-5 were conducted near CPT soundings 13, 33, 85, 55 and 74, respectively. Borehole logs are included as Figures B-3.1 through B-3.8. A key to the boring logs, Figure B-4 is also pre- sented. Geologic cross sections along CPT lines were prepared from the cone data and borehole logs. These cross sections show the unin- terrupted continuity of sedimentary strata beneath most of the covered area. Figure B-5 shows the geologic section for CPT Line A, and Lines B, C and D are shown in section on Figure B-6. S h f D. Associates c ae er Ixon 1Jf, I I'- "? ~ I C') '" w ~ I 0 c. '" I N 0 .... b '. Z l- t) UJ .., I 0 a: 0- I I I I I I I I I I I I I e 7 5 6 3 4 , , ' , ' ----: -- " 2 3 TYPICAL ELECTRONIC FRICTION CONE TIP S h f 0, Associates c ae er Ixon I Conical p\,inl (10 COlI) 2 Load cell 3 Strain gages 4 Friction sleeve (150 em2) 5 Adju!'\tmenl ring 6 Waterproof bushing 7 Cable 8 Connection with rods FIGURE B-1 1;>'" I I I I I I I I I I I I I I I I I I I CONE PENETROMETER TEST LOGS FIGURES B-2.! THROUGH B-2.106 (NOT INCLUSIVE) "h f D. Associates aC ae er Ixon ?;>'t> I I I z e~ wi;: 1-- "'II: I lI:u 0. '" a: w we I- -' Z _ -0 I '" I I I I I I I I I 'I I I I I w co " N ZN~ .... " :;; ~, ~ ;r.. '" 0 w:<O a: -- w u. Z ~ Co ", o o o N '" ~ '" :<l '" 0 '" N M M I , I '" " o " '" ... o , '" ., ... o '" '" N o ~ N o ;: " a: z " o ;: u a: u. '0 '" " '" o '" M o " '" o N o M '" '" '" OEPTH IN FEET ... N I III W a: :;) Cl u:: l- (/) llJ I- cr llJ I- llJ ::;:...... o I crl- I-~ llJU 2 llJ c.. o .. co lil UJ llJo:l 20 Ocr Uc.. CD ~ < ~ :5 Cl. ~ Q Z . < - i (;) u. - ...l (;) 5 .... 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'c""",' "0'''''''''''0 '0 ,- o '" , '" o ~ (" o I- <: a: z .. o ;:: u a: u. o g ~ '" o '" N '" DEPTH IN FEET o '" '" .. .. o '" '" '" " . CI ... N I CD W a:: :;) Cl f- ~ en UJ f- a: UJ~ t;:;O ~7 a: I- f-CL UJU Z UJ c.. .. UJ UJc:l ZO Oa: Uc.. '" ~ < i:5 :5 .... :: Ii 0 z . < - i 0 ... - ..J 0 5 .., N I 0 0 :: ... u z g! .. . 0 z .. l- I- U U ... ... ~ ~ '" ~ ~ .... .... \~ o N , I I' '"' , II " 0,,,,"', "-,, ,-,,,, IT" '" 'f- - '\ I- IfvVj \~I ^ on r N '( I~ vv 0 ~I N I~ \jI ~~ .. v\ V INI ~ I~~. '" - '" ",' , ." , .' "~,, '."""," '0:,'"'",""0 ,. , It) 0 q q It) I I I I I I I I I I I I I I I I I I I. Z Cl ~ "' l- I-- !:: Wa: a: 0 "-", r:tUJ wo /-. ...J ;;::: - - 0 '" w ~~ U N z",- '" :; ~i ~ -. l..-' 0 in~o a: ~... u, '" Z t- o Cl '" ... ~ o I- <l; a: z o ;:: u 0: u. o o '" '" ... o '" .- o '" o '" g '" o '" 0 N '" '" .. o .. '" '" ~ o '" N DEPTH IN FEET '" '" o c '" c f- en UJ f- a: UJlJ') t;:;O :2;..... o I a:~ f-CL UJU Z UJ c.. .. UJ UJc:l ZO Oa: Uc.. an o ... N I CD W a:: :;) S! ... ~ < i:5 < ..J .... :: I- '" 0 Z . < - i 0 ... - ..J 0 5 .., N I 0 0 :: ... u z g! .. , 0 Z .. l- I- U '-' ... ... ~ ~ m ~ .... .... \ZA I I I I I I I I I I I I I I I I I I I z co2 wI- 1-:= Wa: a:u "- '" a:w wo I- ...J z_ -0 '" o o .., '" '" .. o '" '" '" o .. .0 o o N ~ o ;:: <: a: z o ;:: u 0: u. 0,",'" ",_,,,,_,,,,N, II I , I II I I '" ~ I - '" ... '" "l II (Ii '" Iw'V M "",J It-- ~ 0 N .AI\fU~ !. 11 I~ j ""V~ \ -M .. i '" IUV "I '" "0'" ';'" '0" '" "'0' ""'''''0 11. I , '" '" ... o '" w '" U '" ZN- <: :; t; !2 Vi t) 0 w '"' 0 a: -- u. W", Z I- o U o o S! ~ '" '" .. '" N DEPTH IN fEET '" .. g c: ell o .... N I CD W a:: :;) Cl f- ~ en UJ f- a: UJ f- UJ :2; lO 00 a: ...... f- I UJu Z UJ c.. .. UJ UJc:l ZO Oa: Uc.. i:5 '" < i:5 :5 .... :: ~ 0 Z . < - i 0 ... - ..J 0 5 .., N I 0 0 :: ... u z g! .. , 0 Z l- I- e..> e..> ... ... ~ ~ ~ 0 ~ '" .... .... ./ \,ZP I I I I I I I I I I I I I I I I I I I 5 h f 0, Associates c ao er Ixon BORING LOGS FIGURES B-3.l THROUGH B-3.5 \110 I I I I I I I I I I I I I I I I I I I BORING LOG Logged By: Date Drilled: Drill Rig: Boring Diameter: 80ring Elevation: SLH 8-10-87 ~lOB ILE B61 HSA 6" 1014.2 I Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative B-1 of subsurface conditions at other locations or times. . I- '" "" >- V> I- 0 IJ.J IJ../ l- I- ... V> 0 l- e< . - V> ... ... "'i =>1- V> IJ../ . ..J ..... ;1, DESeR! PTI ON I-z 20..... I- :: .c.. V> Cl V>IJ../ IJ.J U l- X :z :z: -I- oe. '" c.. < 0 ::> 020 ... IJ.J V> -' c:, XO >- :: 0 '" '" u e< I- Oll 0 0 - FILL: "\"SM) Silty SAND (F/C) w/gravel, med, dense, dry to sli, moist - SPT 11 ALLUVIUM/POND DEPOSITS: 17. - lSM) S11ty S~IJ l>) , med. dense J moist, oU ve 5 grey, m1caceous (CH) Fat CLAY, med. stiff, moist, verr dark - grey, w/trace of roots and orfan1c debris, micaceous, w/ 1 inch diam, Si ty Sand pod in sample - R 16 .I 43" 75 T - 10_ I - , becomes soft, wet - R 8 . 42.~ 79 - 15 , , ( CL-CH) S~lty CLAY, stiff, wet, very dark grey, 37. 84 .L 'R 21 m1.caceous , - - - 20 .R 21 35, 85 - - - (SM) S~lty SAND (M/C), med. dense, wet, dark grey, 20.1 25_ ' SPT 20 m1caceoUS - (CL) Silty CLAY, med, stiff , wet, grey (SM) Silty SAND (F/C), dense, wet, dark grey, micaceous, wI trace of clay, trace of gravel - (1" max, size) 30 SPT 31 15. : I ,. NU,: NI... : HAMMER WEIGHT: 140 Ib/30 in. 70-250 I 8-3.1 ~... I I I I BORING LOG Logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: .SLH 8-10-87 MOBILE B61 HSA 6" 1014.2 Descriptions on this boring log apply only at the specific boring location and at the time Boring Humber: the borjng was made. The descriptions on this log are not warranted to be representative B-1 of subsurface conditions at other locations or times. f- "" ".. >- V'l , f- 0 ~ f- f- u. V'l 0 f- ~ - V'l i .... <: "" . V'l .... ... =>f- . ...J .... 3: z4- f- :c Q.. V'l 0 OESeRI PTI ON f-z .... u f- :E :0: z: V'l.... co. '" c.. < 0 => -f- .... V'l 0 Oz >- :: .... ...J :EO Q "" "" '" f- <.ll U Q 0 - ALLUVIUM/POND DEPOSITS: (~M) ~~lty ~ANU (riM), med. densei wet, olive grey - SPT 24 micaceous, w/ trace of grave (1" max. size) 20.J (SP-SM) F/C SAND w/ Silt, med, dense, wet, liyht grey, . mi)aceous, w/ trace of gravel ( " - max sJ.ze - 35_ - - SPT 25 20, 40_ (SM) Silty SAND (F/M), med, dense, wet, light olive - grey, micaceous, w/ a few th~n layers (2-6" thick) of Silty CLAY (CL) - R 43 16.' 116 - 45_ - - SPT 33 19,L - 50_ - tSP-SMJ F/M SAND w/ Siltf v. densei wet, li~ht grey, w/ trace 0 gravel ( " max, S1ze) ,SPT 50+ 20,' r 55 . -.... -r-becomes (SM) Silt7 SAND (F){ v, dense, wet, olive - , 8:e~, w/ a few thm layers 1-2" thick) of Silty A (CL) - - I,SPT 50+ I/Bottom of Boring at 59! feet \ 16, - Groundwater Observed at 8,4 feet 60 PVC Piezometer Installed w/ Sand Backfill : .. 1'lv.: l't\..: HAMMER WEIGHT: 140 Ib,/30 in, 70-250 B-3.1 I I I I I I I ,. I I I I . I I \22> I BORING LOG Logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: SLH 8dO~87 MOBILE B61 HSA 6" 1013 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative B-2 of subsurface conditions at other locations or times. . I- '" ... >- V'l .... 0 .., .., l- I- ... v> 0 .... '" . - V'l ,L.U ... :i =>f- V'l .., . ,..J ..... DESCRIPTION ....20 2o'+- .... X :c.. V'l Q V'l.., .., U .... ::E =- 20 -.... Q Co "" ,< => .., c. v> 0 Q 020 >- X ... ..J :Eo Q "" '" u '" .... <.!l Q 0 : FILL: --on. ) F, Sandy SILT, med. dens e J sli. moist, light , ;SPT 23 brown 5.1 "- - , ALLUVIUM/POND DEPOSITS: . (~l..) :i~.lty l.;LAf'mea. stiff, moist, dark gre:(, 5 wltrace 0 roots and organic debris, m1.caceous, wi trace of F, Sand 35. 82 R 12 - T - 1 I - , becomes wet, clayey - 10_ - R 14 43. 82 - - 15_ - - - - (CL-CH) S~1ty CLAY, med, stiff , wet, dark grey, .- m1caceous - iR 13 34,e 87 ,- 20_ - 21 26, 96 ,I< /' (SC) Clayey SAND (HI C) , med. dens e , wet, dark - brown , micaceous 25_ (SP-SM) Silty SAND (F/C), dense, wet, light brown, micaceous SFT 37 18, c - - 30 \ ,. NU,: N\ ,: HAMMER UI<UJ:': 70-250 8-3,2 WEIGHT: 140 1 b ,/30 in. I I I I I I I I I I I I I I I I I I \15\ I BORING LOG Logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: SLH 8-10-87 MOBILE B61 HSA 6" 1013 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative B-2 of subsurface conditions at other locations or times. l- e:: ... >- V> I- 0 LLl LLl l- I- ... V> 0 l- e>:: . - V> LLl ... < =>1- V> ... . ....I ...... :I: DESCRIPTION I-z ,.,.... I- :: 0.. V> C ... U ~ z: V>LLl co. '" I- :0: -I- 0.. < 0 ::J 0,., ... ... V> ..J 0 ~o >- :<: c c:c c:: u '" f- <:. c 0 ALLUVIUM/pOND DEPOSITS: - (bM) b~~ty bANU ('/~), v, dense, wet! olive g~eYl micaceous, wi trace of gravel ( " max, Sl.ze 24., 103 R 50+ - - 35_ T - I - t - becomes F/M Sand, more Silty, med, dense, v. - dark grey 40 SPT 27 15,Q ~ottom ot Ilor~ng at 4U reet feet Groundwater Observed at 7.5 - Hole Backfilled and Tamped - - - 45_ - - - - 50_ - - - - 55_ - - - - 60 NV. : Nl .: : I HAMMER WEIGHT: 140 lb ,/30 in. 70-250 8-3,2 I I I I I I I I I I I I I I I I I I \?P I BORING LOG Logged'By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: SLH 8-11 -87 MOBILE B61 HSA 6" 1013 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative B-1 of subsurface conditions at other locations or times. >- <>: ". >- Vl >- 0 .... .... I- >- ... .VI 0 >- '" . - Vl .... ... ;l =>>- Vl .... . ,..J ..... DESCRIPTION >-20 2O'+- f- :: ,0- Vl Q Vl... .... U >- I:E =- 20 ->- Q Cl. '" 0- < 0 ::0 020 ... ... Vl ..J Q :Eo >- :: Q '" '" u '" >- ." Q 0 - FILL: Silty SAND (F/M), sli. moist. I ----nM ) loose, brown, I w/ trace of roots , SPT 7 14.3 - 5 ALLUVIUM/POND DEPOSITS: - Uti,) ~ , ::>>anay ::>.11.L, med, stiff, moist, dark grey, - micaceous 1 (CL) Silty CLAY, med, stiff, wet, v. dark grey, - w/trace of roots and organic debris, micaceous 39.E 80 R 14 - 10 - - R 10 40,( 82 - - 15_ ~CH) -- Fat CLAY, soft, wet, olive grey, micaceous .- - - - SPT 4 41.c . - - T 20_ I - '. becomes med, stiff, dark greyish brown R 11 39.5 83 - , ,. 25 I (Se) Clayey SAND (F/M), med. stiff. wet, light 26.' ~ SPT 6 grayish brown i ~ - 30 (8M) as described below : \ NU. : ,,,.. : HAMMER I WEIGHT: 140 Ib,/30 in. 70-250 B-3.3 I I I I I I I I I I I I I I I I I I V~\ BORING LOG Logged By: Da,te Dri 11 ed: Dri 11 Ri g: Boring Diameter: Boring Eleyation: SLH 8-11-87 MOBILE B61 HSA 6" 1013. Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: , the boring was made. The descriptions on this log are not w.rranted to be representative , of subsurface conditions at other locations or times. B-3 I . !- IX ... >- Vl !- e ...., f- !- ... Vl 0 1-' LU - Vl "" . ... ... :i =>!- Vl LU . ...I .... z.... !- :: .... Vl "', OESeR! PTI ON !-z LU U !- :E 3 z: VlLU QCl. '" "- ct 0 => - !- LU Vl 0 Oz >- :: ... ..J :EO Q a:l "" '" I- c.!I u c e SPT 24 ALLUVIUM/POND DEPOSITS: 20. - (~M) ~1i"y ~ANU (.), med, dense, wet, greyish brownj micaceous, w/ a few thin layers (2-4" thick of Clayey SILT (ML) - - -, 35_ I - t - SPT 45 becomes light grey, dense 24,' - 40_ (SM) Silty SAND (F/M) , dense, wet, dark yrey, micaceous, w/a few thin layers of C ayey SILT - (ML) - R 43 15, - 45_ - I L :SPT 43 18 ,~ - 50 (SP-SM) F/e SAND w/ Silt~ v. dense! wet, olive' grey, w/ trace 0 gravel ( -2" max, size) - !R 50+ 16.! 114 ,- ,- 55_ - SPT 50+ 18,' ,- , - Bottom of Boring at 58t Feet Groundwater Observed at 7 Feet 60 Hole Backfilled and Tamoed Nl .: DROP: I, NU, : - I I I I I I I I I I I I I I I I I I I I HAMMER I WEIGHT: 140 lb./30 in, 70-250 B 3.3 \;!fV I I I I I I I I I I BORING LOG logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: SLH 8-12-87 MOBILE B61 HSA 6" 1010.0 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative B-4 of subsurface conditions at other locations or times. i I- 0< ... >- '" I I- 0 W l- I- , ... ,'" 0 ,"' w - '" '" .W ... r: :::>,.: '" ... . ...J '- z.... I- :: c.. '" c:, DESCRIPTION f-z wu I- % :31: 2: "'''' Co. 0< c.. cc 0 => - I- W Oz w '" ...J 0 %0 >- :: 0 1:0 Q:: '" I- <.<J U 0 0 - ALLUVIUM/POND DEPOSITS: \:iM) ~1l ty ~ArW \>), loose, sli. moist, greyish brown, w/ trace of roots - SPT 5 20,1 - - ---- - 5_ (CL-CH) Silty CLAY, med, stiff, moist, - -!- light olive grey, w/ trace of roots and T organic debrls, micaceous - R 23 I - t 10_ becomes soft, wet, dark greyish brown 33,' 89 - - R 9 - - 41.: 82 - - - -- - 15_ (CL) F. Sandy CLAY, med, stiff, wet, olive grey, micaceous - - R 19 19. 109 - 20_ (SM) S~lty SAND (F/M), dense, wet, greyish brown, - ml.caceous SPT 35 12,' - 25 SAND (M/C) w/ Silt, med. dense, (SM) Silty wet, 21. SPT 14 li ht brown~ micaceous, w/ a few thin layers - (4~6" thick of Silty CLAY (CL) - - - 30 NI .: : ! _1 NU.: I I I I I I I I I I HAMMER J WEIGHT: 140 lb./30 in. I 70-250 8-3.4 \??J I I I I I I I I I I I I BORING LOG Logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: SLH 8-12-87 HOBILE B61 HSA 6" 1010.0 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. B-4 I- '" ... >- V) I- 0 UJ UJ l- I- ... V) 0 I- 0:: . - V) ... ... :i =>1- V) UJ . -' ...... z..... f- X c.. V) Q DESCRIPTION I-z UJ v I- :E 3: z V'lUJ Q c- '" , -I- Q. cc 0 => Oz UJ UJ V'l ..J Q :Eo >- :: Q '" '" '" b <!l U Q ALLUVIUM/POND DEPOSITS: I ~ (~~-~M) "/~ ~ANU WI Silt, v. dense, wet) greyish I brown1 w~ a few thin layers (2-6" thick of Silty CLAY CL 20,/1 - SPT 50+ - 35 . - R 50+ 14,/ 121 - - - 40_ 6" thick gravel layer (1-3" max. size) -.(SM) S11;y SAND (F/!f) , med, dense, wet, greyish brown, m1caceous, w/ trace of clay 22,4 - SPT 6 - 45_ T - I SPT 11 V 24, - becomes M/C Silty SAND, med, dense, wet. grayish brown - 50_ - SFT 23 19, ' - T 55_ I becomes less Sil ty, v, dense - V SF! 50+ - Bottom of Boring at 58! Feet Groundwater Observed at 6,0 Feet 60 PVC Piezometer Installed w/ Sand Backfi 1 UKUr: ,~ NU,: Nl,: HAMMER WEIGHT: 140 lb ,/30 in. 70-250 8-3.4 I I I I I I I '8'0 I I II I I I I I I I I I I I I I I I I Logged By: SLH I- ... III ,.... ,....J ;Q. I~ III . :: I- .... ... Q - - - 5 - R - - - 10_ - - R - 15 - - - 20_ SPT I- o o ... ..... III ::a o ....J '" 13 8 17 35 28 BORING LOG Date Drilled: 8-12-87 Drill Rig: MOBILE B61 HSA Boring Diameter: 6" DESCRIPTION FILL: -at' up{>er 6" (SM) S11ty SAND (F), brown, wI trace ALLUVIUMlpOND DEPOSITS: l~L) ~1!ty ~LAY. med, trace of roots & med, dense} sli, moist, dark of gravel \1" max, size) stiff, moist, olive grey, wI organ~c debr1s, micaceous T Y_ J V becomes soft, wet T becomes Sandy (SC) Clayey SAND (M/C), med, dense, wet, olive grey, micaceous --- (SC/CL) Clayey SAND to Sandy CLAY, med, dense, wet, dark brown (SP-8M) F/M SAND wI Silt, med. dense, wet, light yellowish brown, micaceous \ riV. : 70-250 WEIGHT: 140 lb. 130 in, Boring Elevation: 1012.5 Boring Number: B-5 .... Q< . =>1- I-z; Ill.... -I- oz;>- :E 0 '" U Q r ...~ - III z;4- ... U Q Q. III I- III .... I- 0:: .... :: I- o Descriptions on this boring log apply only at the specific boring location and at the time the boring was made. "The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. '" .... I- :ii Q z; => o cr. c... 35,: 82 21.( 108 18" 15,( 120 19,1 N\ .: B-3.5 v~ I I I I I I I I I I I I I I I I I I I BORING LOG , Logged By: Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: I SLH 8-12-87 NOBILE B61 HSA 6" 1012.5 Descriptions on this boring log apply only at the specific boring location and at the time Boring Number: the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. B-5 . .,... ... ".. >- V> ! !-- 0 UJ UJ l- I- ... V> 0 I- ... . - V> UJ ... :i =>1- V> ... . ..J ...... z..... I- % e>- V> Q DESCRIPTION f-z UJ U l- :E :0: Z V>UJ Q c- '" Cl.. < 0 => -!-- ... oz UJ V> -' 0 :Eo >- :: 0 '" '" ... I- CD u <:> 0 R 47 ALLUVIUM/pOND DEPOSITS: 13" 125 - (~~) ~layey ~~u \~/M)i med. dense, wet, dark grey, - wi trace of grave (1" max size) - - - - --- - SPT 28 (sM/SC) Silty to Clayey SAND (M/C) , med, dense, wet, 21- 35 . licrht olive "rev - Bottom of Boring at 34t feet Groundwater Observed at 7,5 Feet - Hole Backfilled and Tamped - - 40_ - - - - 45_ - - - 50_ - - - - 55_ - - - - 60 ,1 l"<U.: J.'Il . : Ul<UI: \ HAMMER I WEIGHT: 140 Ib,/30 in. 70-250 B-3.5 ~ I I I I I II I I I I I I I I I I I I I I S h f 00 Associates c ae er Ixon KEY TO BORING LOGS FIGURE B-4 \ ?;)"V I II ~ I eo I ;:: ct Cl II o U"\ N I g I ~ l- U ... I ~ I I I I I I I I I I I I Logged By: I- ... '. :: I- .... ... Cl ,NOTES: .. >- co Cl ... > o '" .... "'- ct VI ... ..J .... :E < VI I- o o ... ..... VI :a o ..... J:Q BORING LOG Date Drilled: Drill Rig: Boring Diameter: Boring Elevation: Boring Number: DESCRIPTION CSMl Silty SAND, medium dense, moist, brown UNIFIED SOIL CLASSIFICATION WATER TABLE MEASURED ON DATE DRILLED NUMBER OF BLOWS REQUIRED TO ADVANCE SAMPLER ONE FOOT SAMPLE LOCATION AND IDENTIFICATION R: 3.25-INCH 0.0. SPLIT BARREL RING SAMPLER SPT: STANDARD PENETRATION TEST B: BULK SAMPLE IN-SITU MOISTURE CONTENT AND DRY DENSITY INDICATES SAMPLES TESTED FOR OTHER PROPERTIES S h f D. Associates c ae er Ixon Oescriptions on this boring log apply only at the specific boring location and at the time the boring was made. The descriptions on this log are not warranted to be representative of subsurface conditions at other locations or times. 0:: ... l- :i Cl z ::> o '" c.!l KEY TO BORING LOGS .. ... '" . ::>1- I-Z VI ... -I- OZ :EO u >- I- - VI z.... "'\.l ClQ. >- '" Cl VI I- VI ... I- 0:: ... :: I- o FIGURE 8-4 \'?*6 "r ' 'z o f- U W V> -- Z Cl Z W OJ <l: ,W Z ...JW '1-...... Ill.'" 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