l‘\ ’7 7 DAYS 9 ((4 I .. Runoff Characteristics and Washoff Loads from Rainfall-Simulation Experiments on a Street Surface and a Native Pasture in the Denver Metropolitan Area, Colorado U.S.IGEOLOGICAL SURVEY\PROFESSIONAL PAPER 14’41 Prepared in cooperation with the Denver Regional Council of Governments gflib A . 931,: ,, is“??? f1,“ -~ ; ’. ! NOV 2 4 1987 _-2=‘F§- 3.: s 4 agony.”- W”, *A ' us. DEPosrrom' NOV 9 1987 Runoff Characteristics and Washoff Loads from Rainfall-Simulation Experiments on a Street Surface and a Native Pasture in the Denver Metropolitan Area, Colorado By MARTHA H. MUSTARD, SHERMAN R. ELLIS, and JOHNNIE W. GIBBS U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1441 Prepared in cooperation with the Denver Regional Council of Governments UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON:1987 UNITED STATES DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretmy GEOLOGICAL SURVEY Dallas L. Peck; Director Library of Congress Cataloging-in-Publication Data Mustard, Martha H. Runoff characteristics and washoff loads from rainfall-simulation experiments on a street surface and a native pasture in the Denver metropolitan area, Colorado. (Geological Survey professional paper ; 1441) Bibliography: p. Supt. of Docs. 110.: I 19.16zl441 1. Urban runoff—Colorado—Denver Metropolitan Area. I. Ellis. Sherman R. I]. Gibbs, Johnnie W. III. Denver Regional Council of Governments. IV. Title: Runoff characteristics and washoff loads from rainfall- simulation experiments on a street surface and a native pasture in the Denver Metropolitan area, Colorado. VII. Series. GB991.C6M87 1986 551.48'8'09'78883 86-600105 For sale by the Books and Open-File Reports Section U.S. Geological Survey Federal Center Box 25425 Denver, CO 80225 CONTENTS P Glossary ........................................... “3 Denver Federal Center simulated-rainfall runoff study on a Abstract ........................................... 1 street surface—Continued Introduction ....................................... 1 Constituent deposition and washoff loads ........... Purpose ........................................ 1 Statistical analysis ............................... Acknowledgments ............................... 2 Rooney R‘mCh simulated rainfall-runoff study on a native Study area ..................................... 2 pasture ------------------------------------------ Denver Federal Center simulated-rainfall runoff study on a St‘IdY P1°t5 ------------------------------------- street surface ..................................... 3 Data collection methods -------------------------- Study plots ..................................... 3 Simulated rainfall ---------------------------- Data collection methods .......................... 3 Runoff ...................................... Simulated rainfall ............................ 3 Soil moisture ................................ Runoff ...................................... 5 Runoff quantity --------------------------------- Constituent deposition ........................ 5 Infiltration rates -------------------------------- Related measurements ........................ 5 Water-quality relations --------------------------- Runoff quantity ................................. 6 Conclusions ........................................ Runoff quality .................................. 9 References ......................................... ILLUSTRATIONS FIGURE 1. Map showing location of Denver Federal Center study site and Rooney Ranch study site ................... 2. Schematic of the Denver Federal Center plots showing sprinkler and flume locations ....................... 3-11. Graphs of runoff and washoff loads of selected water-quality constituents for Denver Federal Center: 3. Plot 1, June 2. 1980 ....................................................................... 4. Plot 2, June 2. 1980 ....................................................................... 5. Plot 3, June 3, 1980 ....................................................................... 6. Plot 4, June 3, 1980 ....................................................................... 7. Plot 5, June 4, 1980 ....................................................................... 8. Plot 6, June 4, 1980 ....................................................................... 9. Plot 7, June 5, 1980 ....................................................................... 10. Plot 8. June 5, 1980 ....................................................................... 11 Plot 9, June 6, 1980 ....................................................................... 12—18. Graphs showing: 12. Total suspended solids washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6, 1980 ............... 13. Total lead washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots. June 2—6. 1980 ........................... 14. Total zinc washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots. June 2—6. 1980 ........................... 15. Total manganese washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2-6, 1980 ...................... 16. Total nitrogen washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6. 1980 ...................... 17. Total phosphorus washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2-6, 1980 ...................... 18. Total organic carbon washoff loads versus number of days since street washing for the Denver Federal Center plots. June 2—6, 1980 .................................................................. 19. Topographic maps of plots 1 and 2 at the Rooney Ranch rainfall simulation site ........................... 20. Schematic of the sprinkler layout at the Rooney Ranch plots ........................................... 21. Graphs of rainfall. runoff, and infiltration versus time for the simulated rainfall storms at the Rooney Ranch plots, May 20, 1981 ................................................................................ III Page 19 23 24 24 24 24 24 24 25 26 27 29 Page “A 16 17 18 19 20 21 22 25 26 28 IV TABLE 1. .N’ 10. CONTENTS TABLES Characteristics of simulated rainfall on the Denver Federal Center plots. resulting runoff, and impervious retention Washoff and mean washoff loads of selected water-quality constituents from plots 1—9 at the Denver Federal Center Event mean concentrations of selected water-quality constituents in the runoff from plots 1-9 at the Denver Federal Center and concentrations in the applied water ....................................................... Maximum, minimum. and mean event mean concentrations for all storm runoff sampled at station 0671 1635 North Avenue Storm Drain at the Denver Federal Center, at Lakewood in 1980 and 1981 ............................... Deposition of selected water-quality constituents measured by vacuum-strip sampling. open-space bucket accumulation, and street-bucket accumulation on the Denver Federal Center plots ...................................... Correlation coefficients between selected water-quality constituent washoff loads and number of days since street washing, intensity of rainfall, total rainfall, open-space constituent deposition, street constituent deposition, and traffic for the Denver Federal Center plots .................................................................... Antecedent soil moisture, rainfall, runoff, and runoff-to-rainfall ratios for the simulated rainstorms at Rooney Ranch and natural rainstorms at station 06710610 Rooney Gulch at Rooney Ranch, 1980 and 1981 .................... Soil-moisture and bulkdensity data for the Rooney Ranch rainfall simulation plots ............................ Loads of selected water-quality constituents and percentage of loads carried by the first 25 percent of the runoff from the Rooney Ranch rainfall simulation plots ........................................................... Event mean concentrations of selected water-quality constituents in the runoff from simulated rainfall at Rooney Ranch and the range of event mean concentrations in the runoff from natural rainstorms at station 06710610 Rooney Gulch at Rooney Ranch ................................................................................. Pass 15 15 15 20 23 23 27 29 30 30 GLOSSARY METRIC CONVERSION TABLE Multiply inch-pound unit By To obtain metric unit acre 4047 square meter bar 100 kilopascal cubic foot 0.02832 cubic meter cubig foot per second 0.02832 cubic meter per second (ft /s) cubic inch (in?) 16.39 cubic centimeter foot (ft) 0.3048 meter inch (in.) 25.40 millimeter inch per hour (in/hr) 25.40 millimeter per hour mile 1.609 kilometer part per billion (ppb) 1 microgram per liter part per million (Ppm) 1 milligram per liter pound (lb) 0.4536 kilogram pound per acre (lb/acre) 1.121 kilogram per hectare pound per acre per inch 0.004413 kilogram per cubic meter (lb/acre-in.) pound per second (lb/s) 0.4536 kilogram per second pound per square inch 6.895 kilopascal (lb/in?) square foot (ftz) 0.09290 square meter GLOSSARY constituent deposition. —Material deposited from the atmosphere on the land surface by gravity. precipitation, or wind. correlation coefficient (r).—A number that expresses the degree of correlation between two math- ematical variables. r= 1 indicates perfect positive correlation. r=—1 indicates perfect negative cor- relation, and r=0 indicates no correlation. event mean concentration. —The average concentration of a selected constituent in storm runoff determined as the storm load divided by the storm runoff. first flush of constituent load. —The occurrence of a disproportionately high portion of a constitu- ent storm load being carried by the first part of the storm runoff. In this paper. a first flush of a constituent load is considered to have occurred if the first 25 percent of storm runoff carries 50 percent or more of the constituent storm load. impervious retention. —The amount of water falling on impenetrable surfaces that does not runoff. load. ——The material that is moved or carried by a stream or the quantity of that material in a given time. moisture retention capability—The weight of water per unit weight of soil that a soil will hold at 0.22 bars of soil moisture retention force (Miller and McQueen, 1978). It is roughly synonymous with field capacity. rational method of runoff calculation —Method of determining runoff based on the rational formula. The rational formula states that the peak rate of runoff is equal to the intensity of rainfall times the drainage basin area times a runoff coefficient. steady-state condition—The condition wherein thstant in magnitude and direction. Thiessen polygon method. —A method of calculating basin rainfall by weighting the rainfall measured at each rain gage by the percent of the basin area which is closer to that rain gage than to any other rain gage. washoff load. —The part of the constituent load carried by the runoff that has been washed off the basin, as opposed to the portion that is present in the runoff due to presence of the constituent in the applied water. RUNOF F CHARACTERISTICS AND WASHOF F LOADS FROM RAINFALL-SIMULATION EXPERIMENTS ON A STREET SURFACE AND A NATIVE PASTURE IN THE DENVER METROPOLITAN AREA, COLORADO By MARTHA H. MUSTARD, SHERMAN R. ELLIS, and JOHNNIE W. GIBBS ABSTRACT Rainfall simulation studies were conducted in conjunction with the Denver Regional Urban Runoff Program to: (1) Compare runoff quan- tity and quality from two different intensities of rainfall on imper- vious plots having identical antecedent conditions, (2) document a first flush of constituent loads in runoff from 1,000—square-foot street- surface plots, (3) compare runoff characteristics from a street surface subjected to simulated rainfall with those from a 69-acre urban basin of mixed land use subjected to natural rainfall, (4) perform statistical analysis of constituent loads in the runoff with several independent variables. and (5) compare the quantity and quality of runoff from 400-square-foot plots of native grasses used for pasture and subjected to simulated rainfall with that from a 405-acre basin covered with native grasses used for pasture and subjected to natural rainfall. The rainfall simulations conducted on the street surface showed that higher intensity simulated rainfall produced a higher percentage of runoff than lower intensity rainfall. A first flush of constituent loads occurred for most constituents in the runoff from most rainfall simula- tions on the street surface; however, a first flush did not occur in the runoff from simulated rainfall on the pasture. The event mean con- centrations of constituents in the runoff from simulated storms on the street surface were generally much smaller than the event mean concentrations of constituents in the runoff from an adjacent urban basin. Analysis of the data from the rainfall simulations on a street sur- face indicates that intensity of rainfall and total rainfall are impor- tant variables determining constituent loads. The design of the experiment was such that intensity of rainfall and total rainfall were highly correlated, thus precluding the development of useful regres- sion equations to predict washoff loads. The quality of runoff from the simulated rainfall on the pasture was influenced by the disturbed perimeters of the plots; however, the runoff-to-rainfall ratios for the simulated storms fell within the range of ratios measured for natural storms over the adjacent 405-acre basin. INTRODUCTION From 1979 through 1982, the US. Geological Survey, in cooperation with the Denver Regional Council of Governments (DRCOG), participated in the Denver Regional Urban Runoff Program as part of the Nation- wide Urban Runoff Program (NURP) sponsored by the US. Environmental Protection Agency and the US. Geological Survey. The purposes of the nationwide pro- gram were to: 1. Collect data to establish a data base for typical urban drainage basins; 2. Determine the water-quality constituent load- ings from these typical basins; 3. Develop methods of estimating loadings from ungaged basins; and 4. Test the effectiveness of various Best Manage- ment Practices (US. Geological Survey/US. Environmental Protection Agency Technical Coordination Plan on urban runoff studies, written commun., 1979). The US. Geological Survey collected storm runoff data from seven small basins in the metropolitan Denver area while DRCOG collected storm runoff data and dry-weather flow data at four stations on the South Platte River and at one tributary in metropolitan Denver (Gibbs, 1981; Gibbs and Doerfer, 1982). Regres- sion equations for urban runoff based on precipitation variables and drainage basin characteristics have been developed from these data (Ellis and others, 1984). PURPOSE As a special study in the Denver Regional Urban Runoff Program, the US. Geological Survey conducted simulated-rainfall runoff studies at two locations in metropolitan Denver, Colorado. The first location was a moderately used, paved street surface on the Denver Federal Center and the second was a pasture of native grass used for horse grazing at Rooney Ranch. 1 105°UU' RUNOFF CHARACTERISTICS AND WASHOFF LOADS. DENVER, COLORADO 104"45' JEFFERSON Cr oGolden 1 Denver Fede al Centerl - l r s S: y tUdYO angoodI LAKQWooo GL Rooney Ranch study site C' ‘0‘ LN ‘ 9f ornsgn Bear Creek Lake -— —-—1—|—'—‘—‘—"—_, l ' ““ ‘ -- ¥ —— — —— '——‘ ’’ Northglenn Smudley O ADAMS T Luke I ”Thornton 2 I Rdlslan I O 1(1. O S I R [start I - ‘ C ”éservoil [Westminster :Y Map area DENVER w T I 'bhe' \\ Van 8' Grand Junction COLORADO ! ai an // r}; d l uke \r I' \ T 0’} ARAPAHOE 5 CI 5 1o 15 MILES ____i (A) l I 1 6 ' I I 7 a 0 5 10 15 KILOMHERS Q 39" DOUGLAS 30’ R71W Hmw ngw HBBW H67W Hsew FIGURE 1.—Location of Denver Federal Center study site and Rooney Ranch study site. The objectives of the study on the street surface were to: . 1. Compare the runoff quantity and quality resulting from simulated rainfall intensities of approximately one-half inch per hour and two inches per hour; Determine if a first flush of constituent loads was observed; Compare the runoff characteristics from the street surface with those of an adjacent basin monitored for natural storm runoff over a period of 2 years; Compare the runoff constituent loads to the con- stituent deposition; and Perform statistical analysis of washoff con- stituent loads with several independent variables. The objective of the study on the pasture was to compare runoff volumes and water-quality loads, normalized to area, and concentrations from the 400-square-foot plots with those from a 405-acre monitored basin. The runoff quantity and quality were compared to test the validity of data extrapolation from small basins. ACKNOWLEDGMENTS The Colorado Department of Highways supplied the traffic counter used in the Denver Federal Center study. The DRCOG conducted the vacuum sampling part of i the Denver Federal Center study. William Jackson of the Special Studies Group, Colorado River Salinities Study. US. Bureau of Land Management, provided the equipment and assisted in the operation of the Rooney Ranch study. Gregg Lusby of the Public Lands Hydrol- ogy Program, Water Resources Division, US. Geolog- ical Survey, provided the equipment and personnel to conduct the Denver Federal Center rainfall simulations. STUDY AREA The study was conducted at two locations in the Denver metropolitan area, Colorado (fig. 1). The first location is the eastbound lane of North Avenue on the Denver Federal Center in Lakewood. The second loca- tion is Rooney Ranch, a pasture used for horse grazing about 4 miles southwest of the Denver Federal Center site. Both locations are on the edge of the plains next SIMULATED RAINFALL ON A STREET SURFACE 3 to the foothills of the Rocky Mountains. The climate is semiarid, and about 14 inches of precipitation fall in an average year. These locations were chosen because of their proximi- ty to larger basins studied in the N URP. Data for the rainfall simulation study on a street surface were col- lected at the Denver Federal Center. In addition, data on natural rainfall runoff from an adjacent 69-acre ur- ban basin were collected during a 2-year period at sta- tion 06711635 North Avenue Storm Drain at Denver Federal Center as another part of the NURP. Data for the rainfall simulation study on a native pasture were collected at two 400-square-foot plots at Rooney Ranch. These rainfall simulation plots are ap- proximately 1,000 feet downstream from a 405-acre basin monitored for rainfall runoff during a 2-year period at station 06710610 Rooney Gulch at Rooney Ranch as another part of the NURP. DENVER FEDERAL CENTER SIMULATED-RAINFALL RUNOFF STUDY ON A STREET SURFACE STUDY PLOTS North Avenue, a four-lane major access to the Denver Federal Center, was selected as the street site. A grassed, elevated median divides the two westbound and the two eastbound lanes. Except during extremely intense rainfall, rain falling on the median does not run off to the street. There is a concrete curb on the median side of the street and an asphalt curb on the other side. The asphalt surface of the street was in good condition, having been repaired prior to the study. The study plots were in the eastbound lanes which are 25-feet wide and slope downward 4.9 percent from west to east and 1.7 percent from north to south. The street was divided into nine study plots of 25 feet by 40 feet with buffer zones of 50 to 60 feet between each plot to ensure that the simulated rainfall intended for one plot did not fall on another. The curbs provided boundaries on the north and south and other boundaries were created on the east and west ends using wooden boards backed with sand bags, covered with plastic sheets, and sealed with roofing sealant and duct tape. A 1-inch cut-throat flume was installed at the outfall of each plot. The slope of each plot is given below: Plot Slope (percent) North to South West to East 1 1.6 3.6 2 1.1 4.1 3 1.4 5.2 4 6.5 2.9 5 2.4 5.4 6 2.4 5.5 7 2.4 5.4 8 4.1 6.7 9 2.1 5.4 DATA COLLECTION METHODS On June 1, 1980, the street used for this study was washed down by a fire hose and for the next 5 days simulated rainfall experiments were conducted on sec- tions of the street using an assembly described by Lusby (197 7 ). One storm of one-half inch per hour in- tensity and one storm of 2 inches per hour intensity were generated on each day for the 4 succeeding days and one rainfall simulation of one-half inch per hour in- tensity was conducted on the 5th day. Rainfall, runoff, and selected constituent deposition were measured. Samples of runoff were collected for water-quality analysis. Constituent deposition was measured by use of collection buckets and by vacuuming of the street by DRCOG personnel. The 840-foot length of street was washed using high- pressure fire hoses, 1 day prior to the first rainfall simulations, thus allowing approximately 1 day of con- stituent depositon. Starting at the lower end of the street, a rainfall storm was simulated on each plot and the resulting runoff was measured and sampled. The first simulation each day had an intensity of approx- imately one-half inch per hour and lasted about 1 hour. The second simulation was on the nearest plot, had an intensity of approximately 2 inches per hour, and lasted about one-half hour. There were five storms of about one-half inch per hour intensity and four storms of about 2 inches per hour intensity. There was no natural rainfall during the time of the study. SIMULATED RAINFALL Rainfall was simulated using equipment described by Lusby (1977). Water was supplied by a tank truck and supplemental storage bags through a feeder hose and supply lines connected to sprinklers set on 10-foot risers. The sprinklers were arranged in a grid to allow rain from adjacent sprinklers to overlap. The pressure 4 RUNOFF CHARACTERISTICS AND WASHOFF LOADS. DENVER. COLORADO at each sprinkler was regulated to approximately 28 pounds per square inch to provide uniform cover- age at an intensity of about 2 inches per hour. The system was modified by deleting some sprinklers for the one-half inch per hour intensity storms. These intensities were target intensities—the actual inten- sities were somewhat different, primarily because the relative elevations of the sprinklers to the tank truck varied, and the feeder hoses leaked during the simulated rainfall on plots 5 and 7. The leaking feeder hoses did not introduce any water onto the plots. The rainfall was momentarily halted and the leaks repaired. Hose supports made of reinforcing bars elevated the supply lines above the street surface to pre- vent overland-flow restrictions. Figure 2 illustrates the layout of the sprinklers. O Curb O Street Curb 0 10 20 FEET Plots receiving about one-half inch per hour simulated rainfall Curb EXPLANATION O G Sprinkler [Flume G EXPLANATION O Q Study plot 0 Sprinkler O G O G Street 0 Curb O G O O O 0 O o 10 20 FEET Plots receiving about 2 inches per hour simulated rainfall FIGURE 2.—Denver Federal Center plots showing sprinkler and flume locations. SIMULATED RAINFALL ON A STREET SURFACE ' 5 The simulated rainfall was measured using five storage rain gages in each plot. The average rainfall on each plot was calculated using the Theissen polygon method (Linsley and Franzini, 1972). RUNOFF The flow was measured at the outfall of each plot using a 1-inch cut-throat flume (Holtan and others, 1962). The flume was rated at the study site using volumetric measurements. Discrete water-quality samples were collected by hand at the flume outflow and were analyzed for total suspended solids, total lead, total zinc, total manganese, total nitrogen, total phos- phorus, and total organic carbon. The analyses were per- formed by the U.S. Geological Survey Denver Central Laboratory according to “Techniques of Water- Resources Investigations of the United States Geolog- ical Survey” (US. Geological Survey, 1979). The total recoverable method was used for trace element analyses, and the total phase method was used for all other constituents. CONSTITUENT DEPOSITION Constituent deposition was determined daily by the amount of constituent accumulation in plastic buckets which had been scrubbed, rinsed with distilled water, and then placed either along the street or approximately 300 feet from the street in an open space. Twenty clean buckets were placed during the day of street washing. On each day of rainfall simulation, two buckets from along the street were collected, their contents com- bined, and the contents analyzed by the US. Geologi- cal Survey Denver Central Laboratory. The consti- tuents selected for analysis and the analytical methods used were the same as those for the runoff. The con- tents of the buckets in the open space were treated similarly. Deposition of constituents was also determined by measuring the amounts of constituents vacuumed from the street surface each day by DRCOG personnel. Each day, for the 5-day period of rainfall simulations, a measured area of the street surface adjacent to the area selected for study was vacuumed and the contents of the vacuum cleaner sent to the Soils Testing Labora- tory, Colorado State University at Fort Collins, Colo. for chemical analysis. The method of analysis for trace elements, unfortunately, did not correspond to the method used for the water samples analyzed in this study. The plant-available method (Lindsay and Norvell, 1978), a mild digestion, was used for the vacuumed samples. To compare the data from the vacuumed samples with all other trace-element data in this study, replicates of five vacuumed samples of street deposition were analyzed by both methods and average adjustment factors determined. Adjustment factors of 2.1 for lead, 5.9 for zinc, and 11 for manganese were developed from the replicate data. The plant-available method results were multiplied by these adjustment fac- tors for comparability. Analytical methods for total nitrogen, total phosphorus, and total suspended solids were consistent with analysis methods for all other samples collected in the study. The Soils Testing Laboratory was unable to analyze for total organic carbon. RELATED MEASUREMENTS The temperatures of the street surface, runoff, and air were measured for each simulated storm. The street and air temperatures were measured before the simu- lated rainfall began. The runoff temperature was meas- ured near the end of the runoff period. The data collected during this experiment are given below and may be used by other personnel for different applications. Plot Temperature, in degrees Celsius Street Runoff Air 1 17.0 24.0 16.0 2 26.5 25.0 23.5 3 23.5 27.5 23.5 4 25.5 24.0 25.5 5 26.0 29.5 23.5 6 33.5 30.5 28.0 7 29.0 29.0 26.5 8 28.0 23.0 29.0 9 27.0 32.0 27.0 Vehicular traffic between the time of street washing and each rainfall simulation was measured by a traffic counter. The street was open to incoming rush-hour traf- fic each morning. The eastbound lanes were then closed to traffic only for the duration of the two experiments. The street was reopened by lunchtime. The traffic data are given below: Plot Traffic since street washing, in number of vehicles 1, 2 943 3, 4 2,518 5, 6 4.366 7, 8 6,327 9 7,990 6 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO ,_ 0.016 I 8.0 ‘8 E EXPLANATION a m ——— Runoff U) e 9 C: 0.012 — 6.0 o m g g Total suspended solids g 0 >3 2 U U 2 Z a 0.008 0 Sample analyzed _ 40 E 8 0 mm “m8 ._._, :3 Z (1) LL 0- U) O 0.004 —‘ 2.0 0: Z .J Lu 3 E 0. o: O 0.000 0.0 ,_. 8.0 I 8.0 U) “P EXPLANATION U) “I“ D 53 _ ——— Total lead __ o 2 Q 2 6.0 6.0 o z < D X ’4 —— Total zinc Z 3 X 520 ’ NOD _‘ 2 g 4.0 _ 0 Sample analyzed _ 4.0 i g 3 Egg #18 E n. U) \ .9 ,5, U) 2 E 2'0 — \\ \ — 20 m E / D. \o____o// \ < D. 0.0 0.0 8.0 I 1.2 $ (1) a /\ EXPLANATION h I E g 2 60 / ——— Total manganese _ 09 E 8 :9 <3x ‘ - ' wzx (D 0 Total nitrogen O D 2 a. 0 II o o < Z (Z) 0 Sample analyzed __ 06 I: D- g 5 _ o 2 Z _J If LU 2‘ ~ 8 E E U) 03 '— Z a) U, cc “ - O <0 01 E g m o 0. 0.004 _ —0.5 w a: z 2' E a l- o.ooo \ 0.0 E 2.0 I 1.0 s EXPLANATION h m b m 'o o P —-——- Total lead 0 ‘— o z x _ 0 Z x <12 3 Total zmc Z 8 520 N19 _| 2 g 10 _ 0 Sample analyzed __ 05 :(J 2 O < —— Q l— — U I— ~ Lu 0 at“ 0 g 0‘) ’— N U) +- 0: U) ”E W Lu < Lu <2 0. '3- 0.0 0.0 6.0 200 Lu (1) m EXPLANATION o I g g :9 ———--- Total manganese E ‘8 2 <2 8 X Total nitrogen 8 :2) X gas 50% < E O 30 _ 0 Sample analyzed _ 10 E E O E c‘ 8 _. 18 —-l < < E (I) |_ 2 U) l- a) E O m E l9 < n_ I— < 0. 0.0 0.0 m w EXPLANATION g m I a 8 .9 —-—— Total phosphorus E (8 ‘3 o z X 3-0 — — 6.0 o z ' X I Z) \ Total organIc carbon 0 3 ace —oo 0: O 2 0 _ \o\ 0 Sample analyzed _ 40 <2): 0- g I — U \ (5 Z 0 o. . LLI \ n: . Lu .1 “- U) \o—————o\ o o (I) :2 2 E 10 — \ — 2.0 _: w E O n- \ E < m 1- \ O 0.0 0.0 I— 900 1000 1100 TIME, IN HOURS FIGURE 5.—Runoff and washoff loads of selected water-quality constituents for Denver Federal Center plot 3, June 3, 1980. volume of runoff before steady-state conditions were reached, and (c) the volume of runoff after rainfall ceased. The impervious retention calculated by this method is the difference between the quantity of rain- fall and the sum of the volumes of runoff, all normal- ized to area. The results of these two methods and their averages are presented in table 1. The average impervious retention for all nine plots was about 0.05 inch. This value of impervious retention is fairly con- sistent with the values of impervious retention deter- mined for a larger urban basin in the area (Ellis and others, 1984). SIMULATED RAINFALL ON A STREET SURFACE 9 (If I_ 0.060 I 9.0 o E EXPLANATION 3 “- ——— Runoff 8 E U I— _ D _ _ 60 o (I) m 2 0.040 Total suspended - LL! o X D O solids 0 Z O U 8 2 D Z Z m L“ O O _ 0 Sample analyzed 0- LL 0 u: D: _ — 30 m 2 Lu LI. LU 0.020 - D _ m o D. U) a: Z .1 2 g E: A) O 0.000 00 ,__ 8.0 4.0 EXPLANATION 'T r~ U) 8 b 0 ———Total lead 30 o 9 o 2 P 6- — — - Q 2 < 8 X Total zinc Z 8 E Ll.l Q N -' 0- z 0 Sample analyzed _ 0 _, 0' g 3:" Z O 4-0 _ 2' < Z 0 I- if '— c‘ L“ O '9 m (R O N (I) l- ‘L _ — 1.0 '— I U) E 2.0 2 LU < D. b\ n" ‘0‘ ,o—— 0.0 ’ \S" 0.0 EXPLANATION b”: w “I m “3 Lu 0 2 ——— Total manganese E O O z z 6.0 — — 3.0 0 z '— 5 8 E Total nitrogen O D X n: o o 2 0' Z _ 0 Sample analyzed I: o. 2 < z 8 4-0 R — 2.0 2 z o 2 5w —' _~ 8 .1 w \ < z m < E 20 — ’— I- U) E ' \ — 1 0 I'D- (<0 E E < CL 0. —0/"\. 0.0 A 00 1.2 1.2 8 U) D EXPLANATION Z I Q a (I) o ——— Total phosphorus 9 8 b 0 g F 0.9 — - 0-9 Z O. '— E D E Total organic carbon 5 Z X _ D (D O I ~ 0 a. C2) 0.6 _ 0 Sample analyzed _ 0.6 O o g I E U _l U) U G. _ Lu < < Lu _l D. (D I— Z V) < m a: 0.3 — —— 03 E o 0: 5 < E: an L0 l- E n' 0.0 0-0 U 1000 1100 1200 TIME, IN HOURS FIGURE 6.—Runoff and washoff loads of selected water-quality constituents for Denver Federal Center plot 4. June 3, 1980. RUNOFF QUALITY elements were analyzed using the total recoverable method and are referred to hereafter as total trace ele- Samples for water-quality analysis were collected dur- ments. Runoff-sample collection times are indicated on ing the rainfall simulation at varied frequencies to pro- the hydrographs in figures 3-11. In addition, composite vide data to calculate the washoff loads of selected samples of applied water collected from sprinklers dur- constituents in the runoff from the nine plots. Trace ing various stages of each rainfall simulation were 10 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO 0.016 I 4.0 g E __ [~\ EXPLANATION 3 L” F’ \ I ~I ___._ ff 0 1' (I: O 0.012 -— / \ I \ Runo _ 3_0 u) 9 E Z // \Lf/ \ — Total suspended solids B 8 X D O D U 8 0,003 _ I \ 0 Sample analyzed _ 20 g g 2 Z“ \ E28 . n: I U) u.| t E _ l a 2 z m o 0.004 1.0 w a: Z i E E 4 5 0.000 0.0 ’_ 2.0 2.0 h T EXPLANATION U) ' h D 2 ——-— Total lead 8 b o z 1 5 — — 1 5 o z P E 8: Total zinc Z 8 X — D j n. 2 _ 0 Sample analyzed _ 2 CL z < Z 8 1 0 1'0 < Z O '— ‘ l— —_o O ‘0 fi 0 c a l- o- _ _ |_ N (D cc 0.5 0.5 U) D: < E < If 0.0 0.0 2.0 2.0 EXPLANATION Lu (/3 h ‘f, 3.1 g '0 1 5 ——— Total manganese 1 5 E ‘8 2 Z ‘— ‘ _ _ . < 3 X Total nitrogen 8 g X (D 2 D n: o D z 2 __ 0 Sample analyzed _ t a. Z < z 1.0 10 o 2—8 220 r _, — .4 c |.l.l . Lu < E a) # E z m l— a: 0-5 “‘ 0.5 o a) a: ‘0 Lu .9 < E l— < l 0.0 0.0 4.0 4.0 2 U) EXPLANATION O 3 m T g u: 'f’ o —-—— t I has horus 0 “CD“ 3.0— Toap p -3.0 < (J 2: E 8 D 4'0 _ Total zinc — 4.0 E D X —1 D. z N 8 D _l O 0 Sample analyzed __, Z < E o < z o l— ~ l— " 0 .o L“ ~ Lu .9 a. U3 2.0 —' _ 2.0 8 g (I) (2 E w E 0' < o. 00 OD 8-0 4.0 % U) Nb EXPLANATION '0 § 3 - 60 __ —"'— Total manganese _ 30 E ‘8 '9 g 8 E Total nitrogen 8 :2) g 0- n: E E g 4.0 _ 0 Sample analyzed _ 20 E 2 g ~ L) 2: .1 c L” —: -. Ed <2“ 52w F— a: 20 —- ._ L0 CD 03‘: E 2 E l— < E 0.0 \A 0.0 2.0 1.2 2: (I) a EXPLANATION 8 Q a ‘0 <5 ——-— Total phosphorus a: w b o g " 1.5 — . -— 0.9 5 D '- E D E Total organic carbon 0 g X 8 E Z 0 Sample analyzed 2 E E o 10 — — 06 < O I 2 o 2 CL — LL] (9 ._ U _l a: U) 8 L5 ”(DJ E m E 0,5 — — 0.3 _J U) C: O < m < < E " 5 0 0 F- '1000 1100 00 1200 TIME, IN HOURS FIGURE 8.—Runoff and washoff loads of selected water-quality constituents for Denver Federal Center plot 6, June 4, 1980. graphs of washoff loads from the other plots have a single peak in washoff loads. The flume used to mea- sure the runoff from plot 6 was slightly misaligned, resulting in a backwater effect and a small pond up- gradient of the fume, where deposition was observed. The small pond was agitated toward the end of the simulation, and the deposited materials were trans- ported through the weir, where samples were collected. The double peak of washoff loads depicted in figure 8 is not indicative of the washoff mechanisms from 12 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO 0.016 4.0 05 E EXPLANATION l g , E ——-— Runoff ,r———\ {\fi / 8 e on 0012— I —— \rr \ —3.0 mx 5 2 Total suspended ll \ B Q :) 8 solids I \ D 2 g QLu 0.008— I —2.0 $80 g (I) 0 Sample analyzed \ D- o. 8 LL- E \ 8 z w “- 0- _ — 1 o m a: o 0.004 \ Lu 2 \ 2’ CL 2 \ 5 0.000 A 0.0 ,_ 1.5 l 1.5 'T EXPLANATION (I) ,r 8 9 {R -—— Total lead 0 2 2 2 g X 10—. / \ —Total zinc _1_0 (2):) X NJ 0 D N O D -' 0- Z \ 0 Sample analyzed '3- Z 3' Z O \ 3:1 Z O l- _~ 8 l— E 8 0 -° m 0.5 — — 0.5 O N m l— °- +— 0) m a) o: u.| Lu < m < D. ’ 0.0 0.0 2.0 l 4.0 EXPLANATION L“ U) '7 ——— Total man anese 5° $02 9 582 <2: g X 1'5 _ Total nitrogen _ 3‘0 g g X g 2 a Sample analyzed E 8 g <2: 2 o 1.0 — — 2.0 E o 2:8 ggfi _| s 2 3: o. _ -10 5 i 2’: O 2 E - \O‘T‘W/’\ '— < E '— \ 0.0 0.0 4.0 I 4.0 Z (:1; h EXPLANATION 8 r W 'o -—'—'— Total hos horus 0: U) o 80‘— 30— p p —3.0 «1%.— I :2) X Total organic carbon 0 3 X n- o o 9 o o W LL 2 0 Sample analyzed 2 o. z O O 2 0 — —— 2 O < O E Z 0 (3 Z 0 . Lu 0: ~ u.| .1 n. U) o O (I) < m n: 1.0 — / — 1.0 .J (n 0: 5< Ip\ Total nitrogen 8 g X 0 g o. g 20 _ l 0 Sample analyzed _ 1.0 E E g < Z o ' E Z 0 E c. 8 I —' _ 8 _1 < ~ < 2 U) __ \ _ Z (I) 5 u: E 1.0 /p \p\ \ M 0.5 16 (2 E '— < ‘L / 0"— °\ '— m 00 I O 00 5.0 | 5.0 2 (n EXPLANATION g m a) 'r _ ______ _ (n . a D (‘3 4.0 Total phosphorus 4.0 E g g g g X /\ Total organic carbon 0 3 X moo 30’ o _3-0 Boo o a. Z I 0 Sample analyzed 2 LL 2 I Z 0 <1: 2 O o. _ 8 2.0 F _ 2-0 (D _. 8 2' n.‘ (I) ll g 0 ‘0 1— U) c: _ _ _, (n n: O < Lu 1.0 1.0 < I.IJ 0.0 0.0 l— 900 1000 1100 TIME, IN HOURS FIGURE 11.—Runoff and washoff loads of selected water-quality constituents for Denver Federal Center plot 9, June 6. 1980. acres. This suggests that relatively small areas of im- pervious area may have a first flush of load, but due to timing of runoff from various sections of the basin the resultant basin loads are attenuated. That is, each small runoff event may progressively move the available constituents toward the basin outlet. The distribution of available constituents throughout a basin prior to a runoff event may also be a determining factor in the distribution of the constituent load throughout the runoff period. The washoff loads versus number of days since street washing are presented in figures 12—18 for the two SIMULATED RAINFALL ON A STREET SURFACE 15 TABLE l.—Characteristics of simulated rainfall on the Denver Federal Center plots, resulting runoff; and impervious retention . Peak flow Impervious retentionl Rainfall Measured predicted by Rainfall intensity Runoff-to- peak flow rational method Method Method Rainfall duration (inches Runoff rainfall (cubic feet (cubic feet 1 2 Average Plot (inches) (hours) per hour) (inches) ratio per second) per second) (inches) (inches) (inches) 1 ..... 0.53 0.95 0.56 0.43 0.81 0.012 0.013 0.046 0.048 0.047 2 ..... 1.08 .60 1.80 1.05 .97 .041 .042 .073 .064 .068 3 ..... .53 .85 .62 .43 .81 .012 .014 .043 .028 .036 4 ..... 1.17 .59 1.98 1.13 .97 .044 .046 .058 .011 .034 5 ..... .42 .66 .64 .37 .88 .014 .015 .040 .020 .030 6 ..... 1.22 .53 2.30 1.19 .98 .053 .053 .086 .058 .072 7 ..... .59 .93 .63 .46 .78 .013 .015 .037 -- —— 8 ..... 1.25 .57 2.19 1.22 .98 .050 .051 .061 .022 .042 9 ..... .55 .98 .56 .46 .84 .011 .013 .044 .046 .045 lSee page 7 for explanation of methods used to determine impervious retention. TABLE 2.— Washoff and mean washoff loads of selected water-quality constituents from plots 1—9 at the Denver Federal Center [Except for intensity of rainfall, all units are in pounds per acre] Intensity of Days Total rainfall since (inches per street suspended organic Plot hour) washing solids lead zinc manganese nitrogen phosphorus carbon 1 0.56 1 2.6 0.0026 0.0016 0.0047 0.055 0.022 1.0 2 1.80 1 11 .0060 .0014 .012 .14 .026 2.3 3 .62 2 6.4 .0051 .0063 .0022 .046 .021 2.0 4 1.98 2 13 .011 .0047 .014 .041 .014 2.7 5 .64 3 8.6 .0049 .0030 .0081 .13 .012 1.4 6 2.30 3 25 .0099 .012 .024 .052 .034 2.6 7 .63 4 8.9 .0063 .0044 .0091 .20 .014 1.7 8 2.19 4 42 .031 .018 .043 .064 .049 3.3 9 .56 5 14 .0091 .0068 .014 .082 .017 1.7 Mean 15 .0095 .0065 .015 .090 .023 2.1 TABLE 3.—Event mean concentrations of selected water-quality constituents in the runoff from plots 1-9 at the Denver Federal Center and concentrations in the applied water [mg/L = milligrams per liter; ug/L = micrograms per liter; concentrations in the applied water are shown in parentheses and are not included in the event mean concentrations] Intensity Total of Days rainfall since suspended organic (inches street solids lead zinc manganese nitrogen phosphorus carbon Plot per hour) washing (mg/L) (pg/L) ills/Ll (Mg/L) (mg/L) (mg/L) (mg/L) 1 ..... 0.56 1 27(18) 27(4) 17 (50) 49(20) 0.57(1.2) 0.23 (0.15) 10 (4.4) 2 ..... 1.80 1 45(12) 25(14) 5.8(90) 52(10) .58(1.1) .11 ( .10) 9.8(3.3) 3 ..... .62 2 66(7) 53(9) 66 (80) 22(70) .47(1.7) .22 ( .01) 20 (3.4) 4 ..... 1.98 2 49(9) 44(8) 19 (50) 54(10) .16(1.7) .051( .09) 11 (2.9) 5 ..... .64 3 100(10) 60(1) 36 (50) 98(10) 1.5 ( .66) .15 ( .01) 17 (3.5) 6 ..... 2.30 3 92(24) 37(36) 46 (60) 91(10) .19(1.2) .13 ( .02) 9.9(3.7) 7 ..... .63 4 85(29) 60(3) 42 (30) 87(10) 1.9 (2.1) .13 ( .01) 16 (3.4) 8 ..... 2.19 4 150(20) 110(4) 66 (60) 160(10) .23(2.9) .18 ( .02) 12 (3.8) 9 ..... .56 5 130(21) 88(0) 66 (40) 140(20) .80( .95) .16 ( .01) 17 (4.0) 16 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER, COLORADO "’00 _ I | | I | i a III I _ l3 EXPLANATION 500 — . — O Loads generated by simulated rainfall of about " one-half inch per hour ' _ A Loads generated by simulated rainfall of about _ 2 inches per hour E _ El Deposition measured by vacuum-strip sampling _ O < 85 0. III (I) D 100 — _ Z _ _ 3 _ O n. _ _ Z _ _ (3 50 —- _ j _ El A ‘ O (I) _ D _ u.I g A LU _ n. _ U) D 0') a A A e O — ._ '_ 10 _ o _ LL 0 — O _ (I) _ _ D _ (D _ < 9 5 — - G 1 I I I I I 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 12.—Total suspended solids washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots. June 2—6, 1980. rainfall intensities. Also indicated are the deposition loads of each constituent measured by vacuum-strip sampling. The loads produced from the higher intensi- ty rainfall generally increase with the number of days since street washing. The loads produced by the lower intensity rainfall show an inconsistent pattern. This sug- gests that antecedent dry days may be a more impor- tant factor in determining loads from higher intensity rainfall-runoff events than from lower intensity events. Another possible explanation is that the variability and SIMULATED RAINFALL ON A STREET SURFACE 17 1 _ l EXl’LANATION l l l - : 0 Loads generated by simulated rainfall of about : one-half inch per hour _ 0 5 _ A Loads generated by simulated rainfall of about _ I 2 inches per hour l3 Deposition measured by vacuum-strip sampling El El E3 Lu a: 2% 0.1 :' _: m —l Lu n. _ _ w _. g _ 3 0.05 — __ 0 El Q_ - _ Z c; - A - < LU _l .J — _ < l.- ,9 .5 E! A 8 0.01 — A —~ < ' o ‘ O _ _l _ _ ‘ A 0 _ 0.005 — Q G _ O — 1 l | l l I 0.001 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 13.—Total lead washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6, 1980. error of the measurement are a larger percent of the value for the loads from lower intensity storms. The event mean concentrations of the selected con- stituents in the runoff are presented in table 3. The event mean concentrations of total suspended solids, total lead, total zinc, and total manganese generally in- creased with the number of days since street washing. The event mean concentrations of total phosphorus and total organic carbon remained fairly constant with the increase in the number of days since street washing. 18 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO 1 _ I I I I I _ ' EXPLANATION - : (D Loads generated by simulated rainfall of about : 0 5 one-half inch per hour - A Loads generated by simulated rainfall of about _ 2 inches per hour ‘ — El Deposition measured by vacuum-strip sampling _ Lu 6 < 0.1 — d m l- — LU “ I ‘L _ El _ 8 g 0 05 E — o ' El 0. _ _ Z 0‘ — _ Z N _l E - _ O A '— LI. 0 A 8 0 01 — é : El : —‘ _ _ O — G) 1 0.005 ~ — A O _ r G — a _ O A l | l l l 0'0010 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 14.—Total zinc washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots. June 2-6, 1980. This suggests that antecedent dry days may be more im- The event mean concentrations of the selected con- portantindetermining washoff loads of trace elements stituents in runoff from the rainfall simulations are than of nutrients, however, this tendency was not sub- generally much smaller than the event mean concen- stantiated in the data collected from a larger basin dur- trations in storm runoff from the adjacent larger ing the Denver urban runoff study (Ellis and Alley, 1979). basin studied. The event mean concentrations in SIMULATED RAINFALL ON A STREET SURFACE 19 1 _ 1 l l l _ _ EXPLANATION _ — O Loads generated by simulated rainfall of about — — one-half inch per hour _ 0-5 '— ALoads generated by simulated rainfall of about _ _ 2 inches per hour _ ElDeposition measured by vacuum-strip sampling _ a _ UJ El 0: O < 0: El Lu 3 0.1 — ‘— 0 _ E] _ Z ... D _ O — _ o. g 0.05 — E u? — A A U) Lu 2 _ a < E A < — _. E _| < 5 A o '- A “5 0.01 — —_ u: " O _ D ’ O at . — _| r — 0.005 l— O — L _ L E] _ n— O _ 0.001 ' l l l ' 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 15.—Total manganese washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6, 1980. runoff measured at station 06711635 North Avenue CONSTITUENT DEPOSITION AND Storm Drain at the Denver Federal Center are sum- WASHOF F LOADS marized in table 4 by the maximum, minimum, and mean values for all storm runoff sampled in 1980 and Constituent deposition was measured by three 1981. methods once a day for the 5 days following street 20 RUNOFF CHARACTERISTICS AND WASHOFF LOADS. DENV ER. COLORADO 1 _ I I I I I _ EXPLANATION j — O Loads generated by simulated rainfall of about _ one-half inch per hour _ _ A Loads generated by simulated rainfall of about _ 0'5 2 inches per hour F IE Deposition measured by vacuum-strip sampling — Lu 0: U — _ < o: I.l.l o. ‘8 - o - Z 3 O 0- A Z G 2‘ (“5 0.1 — a _ 8 — _ ’Z _ E] 0 _ Z _ _ .4 < _ ‘3 _ '6 e l- 0.05 — A — 3 e w _ A _ D < O '_ _ _l _ El _ 0.01 13 1 | | I I 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 16.—Total nitrogen washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6, 1980. TABLE 4.—Maximum, minimum, and mean event mean concentrations for all storm runoff sampled at station 06711635 North Avenue Storm Drain at the Denver Federal Center, at Lakewood in 1980 and 1981 [mg/L = milligrams per liter. ug/L = micrograms per liter! Constituent Number (totslsl Units Maximum Minimum Mean of storms Suspended solids .................... mg/L 1,360 16 449 30 Lead ............................... ug/L 550 80 310 31 Zinc ............................... ug/L 790 50 440 31 Manganese ....... . .................. ug/L 950 50 410 31 Nitrogen ........................... mg/L 15 2.0 5.4 30 Phosphorus ......................... mg/L 2 2 .27 .77 31 Organic carbon ...................... mg/L 120 17 55 29 SIMULATED RAINFALL ON A STREET SURFACE 21 1 _ ' EXPLANATION l l i - 9 Loads generated by simulated rainfall of about -l — one-half inch per hour 4 - A Loads generated by simulated rainfall of about ‘ 2 inches per hour __ 0.5 — El Deposition measured by vacuum-strip sampling El E El E1 3 - l 1 Lu m (I) D _ _ 2 D O (1 E US E] a _ I '— _ n- _ (I) _ O _ _ I o. _ _ .1 E _ o 0.05 A l— 3 _ _ E U) D A g _ -4 —' A _ 0 o - G G A O | l l l I 0.01 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 17.—Total phosphorus washoff loads and deposition measured by vacuum-strip sampling versus number of days since street washing for the Denver Federal Center plots, June 2—6, 1980. washing. The three methods were vacuum-strip sam- pling, open-space bucket accumulation, and street- bucket accumulation. The amount of deposition measured using all three methods is shown in table 5. The values determined from vacuum-strip sampling were used in figures 12—17. The values determined by open-space bucket accumulation and by street-bucket accumulation are not shown in figures 12—18 because they are orders of magnitude smaller than either the washoff loads or the depositions measured by vacuum- strip sampling. Apparently the major source of con- stituents on the street surface is not conventional atmospheric deposition; this indicates that the traffic itself may be the major source. Traffic may contri- bute deposition to a street surface in several ways. One way is by tracking the transport of constituents into the study area from nearby areas by the action of vehicle tires. Another way is the direct depositing of 22 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO ‘0 _ I I I I I ‘ EXPLANATION ‘ _ O Loads generated by simulated rainfall of about - — one-half inch per hour — 5 — A Loads generated by simulated rainfall of about — 2 inches per hour LLl cc — _ 2 n: _ A _ E A 8 A g A E (9 a G O z‘ o O m m 5 1 — 9 fl. 2 _ Z ‘ _ <( _ _ O n: O — _ 2' 0 '_ .5 — O l— _ _ u. 0 (I) D - _ < O _I l_ _. 0.1 I I I I I 0 1 2 3 4 5 6 DAYS SINCE STREET WASHING FIGURE 18.—Total organic carbon washoff loads versus number of days since street washing for the Denver Federal Center plots. June 2—6. 1980. constituents on the street by exhaust emission. A third way traffic adds to deposition is by the physical action of the tires on the street surface, which erodes the sur- face, resulting in the production of fine particles which are available to be washed off by runoff. The washoff loads normalized to area were generally smaller than the constituent deposition measured by vacuuming. Nitrogen washoff loads did not follow the same pattern, probably due to error introduced in calculating the washoff load. There was only a small dif- ference between the concentrations in the applied water and the runoff (see page 12). The vacuuming process has the ability to remove par- ticles from the cracks and crevices that are not available to be washed off by runoff. Constituent deposition as measured by street vacuuming is considered to be the total load on a street surface, including that which is not available to be washed off by runoff. SIMULATED RAINFALL ON A STREET SURFACE 23 TABLE 5.—Deposition of selected water-quality constituents measured by vacuum-strip sampling, open-space bucket accumulation, and street- bucket accumulation on the Denver Federal Center plots [In pounds per acre X 10—6] Days Total smce Measuring street suspended phos- organic technique washing solids lead zinc manganese nitrogen phorus carbon Vacuuming ............................ 1 43,000,000 14,000 2,200 3,000 10,000 37,000 —— Open-space bucket ...................... 1 1,400 1.3 4.4 1.1 65 4.4 160 Street bucket .......................... 1 3,100 1.0 2.7 .91 150 2.7 16 Vacuuming ............................ 2 130,000,000 48.000 8.600 11,000 20,000 120,000 -- Open-space bucket ...................... 2 1,700 1.5 7.3 1.8 —- -- 160 Street bucket .......................... 2 2,600 2.3 9.2 2.7 —— —— 300 Vacuuming ............................ 3 690,000,000 260,000 47,000 84,000 67,000 370,000 -- Open-space bucket ...................... 3 2,000 1.9 4.6 2.7 29 3.7 470 Street bucket .......................... 3 3,800 5.7 1.0 5.5 60 18 230 Vacuuming ............................ 4 750,000,000 300,000 59,000 120,000 83,000 450,000 -- Open-space bucket ...................... 4 3,400 2.0 7.3 1.8 240 6.4 1,100 Street bucket .......................... 4 12,000 13 13 14 180 34 170 Vacuuming ............................ 5 750,000,000 260,000 74,000 180,000 98,000 370,000 -- Open-space bucket ...................... 5 4,400 2.3 4.8 2.3 49 5.5 1,100 Street bucket .......................... 5 19,000 14 12 15 87 19 270 STATISTICAL ANALYSIS Selected constituent washoff loads were correlated with the number of days since street washing, intensi- ty of rainfall, total rainfall, constituent deposition measured by open-space bucket accumulation and by street-bucket accumulation, and traffic count. The cor- relation coefficients are presented in table 6. The variables were chosen because values of these variables can be obtained by simple techniques or from the literature. Gibbs and Doerfer (1982) present values of constituent deposition measured in the Denver metropolitan area. The number of days since street washing is analogous to antecedent dry days (the number of days since some predetermined rainfall, usually about 0.10 inch, fell) and is often used in theoretical load computations. Data from Denver urban studies have indicated that antecedent dry days are not an important consideration in actual loads in storm runoff from urban areas in semiarid climates. The deposition may be offset by some removal procedure, such as traffic or wind, causing the resultant accumula- tion rate to approach zero. Also, the previous rainfall may not have been sufficient to wash the accumulated deposition from the impervious surfaces, therefore, creating an uneven base upon which further accumula- tion could take place. Open-space bucket accumulation and street-bucket accumulation are roughly analogous to atmospheric deposition, depending on the placement of the collector. Although deposition measured by vacuum-strip sampling may be related to washoff loads, it was not used in the regression equations because there are generally no data currently available, except that collected during this experiment. TABLE 6.—Correlation coefficients between selected watenquality constituent washoff loads and number of days since street washing, intensity of rainfall, total rainfall, open-space constituent deposition, street constituent deposition, and traffic for the Denver Federal Center plots Days Intensity Open-space Street Traffic since of rainfall Total deposition deposition (number Constituent street (inches per rainfall (pounds per (pounds per of (totals) washing hour) (inches) acre) acre) vehicles) Suspended solids ............... 0.44 0.73 0.72 0.38 0.34 0.45 Lead ......................... .43 .61 .63 .38 .51 .44 Zinc ......................... .54 .59 .58 .40 .61 .54 Manganese .................... .43 .73 .74 .19 .49 .44 Nitrogen .................................... No significant relations .............. Phosphorus ................... .10 .65 .65 .22 .23 .11 Organic carbon ................ .16 .89 .90 .25 .12 .15 24 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER, COLORADO Correlation coefficients in columns 1 and 6 in table 6 are very similar because the number of days since street washing and the number of vehicles are related. Likewise, values in columns 2 and 3 are very similar because in this study rainfall intensity and total rain- fall are related. Rainfall intensity and amount are the variables most highly correlated with washoff loads but are also highly correlated with each other in this study. Regression analysis was used in an attempt to develop models to predict constituent washoff load from street surfaces in the Denver metropolitan area. The independent variables used in the analysis were total rainfall, rainfall intensity, and dry days. The log- transformed method and simple regression techniques were applied to the data. The results of the regression analysis were inconsistent with observations of the load graphs. Figures 3—11 indicate that both total rainfall and intensity of rainfall are important variables which must be independent of each other. In this experiment total rainfall and intensity of rainfall were highly correlated. The design of the rainfall simulation precluded dis- tinguishing whether total rainfall or intensity is the more important parameter. Analysis of figures 3-11 indicates that the intensity of rainfall is the more im- portant parameter, but that after about 15—20 minutes most of the washoff had occurred. The total rainfall and intensity of the simulated rainfall are not representative of most natural rain storms monitored in the adjacent basin. Most storms monitored in the adjacent basin had total rainfalls of less than 0.20 inch (average storm rain- fall was 0.22 inch) and rainfall intensities of less than 0.05 inch per hour (average rainfall intensity was about 0.06 inch per hour), and the average storm duration was about 3.5 hours. The rainfall simulation was not de- signed to simulate average rainfall storms in the Denver area. ROONEY RANCH SIMULATED RAINFALL-RUNOFF STUDY ON A NATIVE PASTURE STUDY PLOTS Two plots at Rooney Ranch were artificially deline- ated by trenches and berms. An H-flume (Holtan and others, 1962) was installed at the outfall of each plot, which was approximately 400 square feet. Plot 1 had a slope of 0.20 and plot 2 a slope of 0.06. Topographic maps of the two plots are presented in figure 19. The plots‘were about 200 feet apart and about 1,000 feet downstream from monitoring station 06710610 Rooney Gulch at Rooney Ranch near Morrison. Although the two plots differed slightly in soil type and greatly in slope, both are representative of the clayey loam pastureland in the Rooney Gulch basin. DATA COLLECTION METHODS In May 1981, two rainfall-simulation experiments were conducted on each of the two runoff plots. The paired experiments were conducted using different levels of antecedent soil moisture. Rainfall and runoff were measured and samples of runoff were collected throughout the runoff period for water-quality analysis. In addition, soil samples were collected before and after each experiment to characterize antecedent and result- ant moisture contents. SIMULATED RAINFALL The rainfall was simulated by a system similar to that used at the Denver Federal Center site (see page 3). The setup of risers was a subset of the setup used at the Denver Federal Center site because the Rooney Ranch plots were smaller than the Denver Federal Center plots. A schematic is shown in figure 20. Hose supports were used to keep the supply lines from touching ground and restricting overland flow. The intensity of the simulated rainfall during each ex- periment was about 2 inches per hour. The simulated rainfall in each plot was measured using 17 storage rain gages. The average rainfall was calculated as the average of the 17 measurements. Rainfall intensity was assumed to be constant. RUNOFF Runoff was measured volumetrically and samples for water-quality analysis of selected constituents were col- lected at the H-flume (Holtan and others, 1962). The constituents selected for analysis were the same as those selected in rainfall-simulation experiments con- ducted at the Denver Federal Center. SOIL MOISTURE Soil moisture samples were collected before and after each rainfall-simulation experiment. A 2-inch-diameter hand auger was used to collect samples at 3.9-inch in- crements to a depth of 11.8 inChes. The samples were taken from locations adjacent to the plots until after SIMULATED RAIN‘FALL ON A NATIVE PASTURE 25 EXPLANATION Plot boundary —-— -— Ditch boundary K 9" N % O O —2,00— Elevation above flume throat, h in feet <0: 0 5 FEET L_l_L_I_1_J H-flume PLOT 1 Channel” C? p s :2 °& 9'4 sac) \ PLOT 2 FIGURE l9.—Topographic maps of plots 1 and 2 at the Rooney Ranch rainfall simulation site. the second experiment at each plot to avoid disturbing the soil within the plot. Duplicate samples were col- lected after the first experiment on plot 1 to detect vari- ations in soil moisture. RUNOFF QUANTITY Antecedent soil moisture, rainfall, and normalized runoff values, as well as ratios of normalized runoff to rainfall for the rainfall simulations and for natural storms at station 06710610 Rooney Gulch at Rooney Ranch, are shown in table 7. The runoff ratios for the natural storms ranged from 0.00 to 0.16, whereas those for the simulated storms ranged from 0.01 to 0.08. Because the ratio for natural storms is so variable, it is not possible to determine how good a predictor of the ratio the rainfall simulation data are; however, the ratios for the simulated rainfall experiments fall within the measured range of ratios for natural atoms. The runoff 26 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER. COLORADO EXPLANATION O Q Sprinkler O O O 0 G 0 5 10 FEET L—L_J FIGURE 20.—Sprinkler layout at the Rooney Ranch plots. ratios for the native pastureland are extremely low com- pared to the ratios for impervious areas. This indicates that runoff from pervious areas is generally negligible compared to runoff from impervious areas even when rainfall is intense and sustained and antecedent soil moisture is high. This inference applies only to areas of similar climate and soil types. Flow on each plot occurred only in the humus during the first rainfall simulation. Overland flow on both plots was observed during the second experiment. This proc- ess was not observed during natural storms on the larger Rooney Gulch basin. INFILTRATION RATES Infiltration was calculated as the difference between rainfall and runoff, ignoring evapotranspiration. The magnitude of evapotranspiration is probably within the error of measurement for this study. The soil moisture data were not used to calculate infiltration because they were too variable and indicated a decrease in soil moisture after the last storm, which resulted in a negative infiltration value. The values of the density and moisture retention capability from the soil samples were used to characterize the soils at the sites (table 8). SIMULATED RAINFALL ON A NATIVE PASTURE 27 TABLE 7 .-—Antecedent soil moisture, rainfall, runoff; and runoff-to—rainfall ratios for the simulated rainstorms at Rooney Ranch and natural rainstorms at station 06710610 Rooney Gulch at Rooney Ranch, 1980 and 1981 Antecedent Runoff-to soil moisture Rainfall Runoff rainfall Plot Storm (pound/pound) (inches) (inches) ratio Simulated rainstorms at Rooney Ranch 1 1 0.22 1.19 0.03 0.03 1 2 .26 1.14 .09 .08 2 1 .34 .91 .01 .01 2 2 .44 .98 .07 .08 Natural rainstorms at station 06710610 Rooney Gulch at Rooney Ranch 1980 April 23—24 .................................. 1.77 0.02 0.01 April 30-May 2 ............................... 1.97 .31 .16 May 8—9 ..................................... .25 .02 .10 May 15—16 ................................... .59 .06 .10 May 16-18 ................................... .48 .08 .16 June 19—20 ................................... .28 .00 .00 July 1-2 ..................................... .44 .00 .00 August 14—15 ................................ .29 .00 .00 August 25 ................................... .31 .00 .00 September 8—9 ................................ .87 .00 .00 September 20 ................................. .26 .00 .00 1981 April 19-20 .................................. .71 .00 .00 May 3 ....................................... .45 .00 .00 May 9 ....................................... .36 .00 .00 May 12—13 ................................... .67 .00 .00 May 17-18 ................................... .91 .01 .01 May 28—29 ................................... .87 .00 .00 May 31 ...................................... .31 .00 .00 June 2—3 ..................................... .30 <01 <01 June 3 ....................................... .42 (.01 <.01 July 26 ...................................... 1.07 .00 .00 August 9 .................................... .59 .00 .00 September 6-7 ................................ .33 .00 .00 The infiltration rates for individual storms are WATER-QUALITY RELATIONS presented in figure 21 together with the normalized runoff hydrographs and precipitation graphs. The in- Selected water-quality constituent loads from the filtration rate did not reach a steady-state value dur- Rooney Ranch rainfall-simulation experiments are ing any of the rainfall-simulation experiments, even shown in table 9. The percentage of the load of each con- after overland flow was observed, possibly because stituent that was carried by the first 25 percent of the steady-state runoff was not sustained during the runoff is also shown. These loads ranged from 21 to 46 simulations. percent indicating that there is not a first flush of loads 28 ROONEY RANCH RAINFALL SIMULATION PLOT 1, STORM 1 IEXPLAINATIOIN I I Runoff -- — — Rainfall ————— Infiltration 2 ——-\-_—_:_—_—| ‘1 l l l l l l l l I D o I n: E If—+—'I’\. w 0 I I § 0102030405060 ‘2‘ ROONEY RANCH RAINFALL Z SIMULATION PLOT 2, STORM 1 ‘. 3 : EIXPLANATIOIN ' fl (7) Runoff E —— ‘fll E —Ra|na — —---— Infiltration 2— _ —_—_"~——T_T.fi‘ 1— I — O l III—4| | o 10 20 30 4o 50 60 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER, COLORADO ROONEY RANCH RAINFALL SIMULATION PLOT 1, STORM 2 3 | T I I I EXPLANATION Runoff ——-— Rainfall ————— Infiltration 2 — _ "‘T_'.___———_‘ a - \¢~I 10 20 30 40 50 ROONEY RANCH RAINFALL SIMULATION PLOT 2, STORM 2 60 3 l I | I I EXPLANATION Runofi ——-— Rainfall __——— Infiltration 2— __ - “v4 1- I T l I 0 M | 0 10 20 3O 40 50 60 TIME, IN MINUTES SINCE START OF SIMULATED RAINFALL FIGURE 21.——Rainfall, runoff, and infiltration versus time for the simulated rainfall stoma at the Rooney Ranch plots, May 20, 1981. (defined by 50 percent or higher) but that the first part of the runoff generally carried a higher proportion of the constituent loads than the remainder of the runoff. This compares with the 10 to 63 percent in the first quartile of runoff from natural storms at Rooney Gulch at Rooney Ranch. The event mean concentrations of selected water- quality constituents are shown in table 10. The range of event mean concentrations for natural storms pro- ducing runoff at station 06710610 Rooney Gulch at Rooney Ranch is shown for comparison. The event mean concentrations from the simulated rainfall storms are approximately an order of magnitude greater than the event mean concentrations for the natural storms pro- ducing runoff. This is in part due to the disturbance of the plot perimeters in constructing the small artificial drainage basins. An estimated 10 to 15 percent of the area of the runoff plots was disturbed by artifical bound- ary construction. The runoff from the disturbed area contributed additional sediment increasing the concen- tration of total suspended solids. Since the other con- stituents are highly correlated with total suspended CONCLUSIONS 29 TABLE 8.—Soil-moisture and bulk-density data for the Rooney Ranch rainfall simulation plots Average Average volumetric bulk density Volumetric soil Bulk for 0 to soil water content Moisturel density 11.8 inches Sample Depth water from O to 11.8 retention (pounds per (pounds per Plot hole Time (inches) content inches capability cubic foot) cubic foot) 1 1 Before storm 0.0- 3.9 0.20 0.34 37 l 1 d0. 3.9— 7.9 .24 0.22 .36 49 46 1 1 do. 7.9—11.8 .23 .29 51 1 22 Between storms 0.0— 3.9 .29 .33 50 1 2 d0. 3.9- 7.9 .25 .26 .22 62 61 1 2 do. 7.9—11.8 .23 .33 72 1 23 do. 0.0— 3.9 .27 .28 47 1 3 do. 3.9— 7.9 .30 .26 .28 59 50 1 3 do. 7.9—11.8 .21 .31 44 1 4 After storm 2 0.0— 3.9 .24 .28 43 1 4 do. 39— 7.9 .27 .29 .25 59 58 1 4 do. 7.9-11.8 .36 .29 72 2 5 Before storm 1 0.0- 3.9 .23 .27 43 '2 5 do. 39— 7.9 .36 .34 .30 70 69 2 5 do. 7.9-11.8 .44 .29 95 2 6 Between storms 0.0— 3.9 .31 .35 46 2 6 do. 3.9- 7.9 .53 .44 .36 84 71 2 6 do. 7.9-11.8 .47 .34 84 2 7 After storm 2 0.0— 3.9 .24 .35 34 2 7 do. 3.9— 7.9 .50 .39 .33 78 63 2 7 d0. 7.9—11.8 .43 .35 76 1See glossary. 2Holes 2 and 3 are replicates. solids, probably being attached to the sediment, the CONCLUSIONS other concentrations were likewise increased. The water- quality concentrations during the rainfall simulation ex- periments are not considered representative of those from undisturbed pasture. The constituent loads and event mean concentrations from plot 1 were significantly greater than those from plot 2. There are two possible explanations for this dif- ference. First, plot 1 had a much greater slope than plot 2; plot 1 slope was 0.20 whereas plot 2 slope was 0.06. The difference in slope would result in greater flow velocities on plot 1, especially in the artificial drainage channels, resulting in greater total suspended solids loads. Since there was a high correlation between total suspended solids and the other constituents, the other constituents would likewise increase. Second, about 20 percent more water was applied to plot 1 than to plot 2. The greater amount of water applied to plot 1 than to plot 2 would have increased the sediment transport in the drainage channels as well as in the overland flow. The greater sediment transport from plot 1 than from plot 2 would again increase the constituent loads and concentrations for the above-stated reasons. Runoff from simulated rainfall of two different inten- sities on a street showed higher runoff-to-rainfall ratios for the higher intensity simulated rainfall. A first flush of constituent loads occurred in the runoff from rain- fall simulations on the street. However, no first flush occurred in the runoff from similar experiments on native grass covered plots. The event mean concentrations of constituents in the runoff from simulated rainfall on the street were gen- erally smaller than the event mean concentrations of constituents in the runoff from an adjacent urban basin. Comparison of results for the pasture plots and the natural basin are meaningless because the disturbance of the plots influenced the water quality of the runoff. Observations of load graphs for the rainfall simula- tions on a street surface indicate that intensity of rainfall and total rainfall are important variables deter- mining constituent loads. The design of the experiment was such that intensity of rainfall and total rainfall were highly correlated, thus precluding the development of useful regression equations to predict washoff loads. 30 RUNOFF CHARACTERISTICS AND WASHOFF LOADS, DENVER, COLORADO TABLE 9.—Loads of selected water-quality constituents and percentage of loads carried by the first 25 percent of the runoff from the Rooney Ranch rainfall simulation plots [All units are in pounds. Percent of load carried by the first 25 percent of runoff is in parenthesis] Total organic suspended lead zinc manganese nitrogen phosphorus carbon Plot Storm solids (x10'6) (x1045) (xlo‘G) (x10‘3) (xlo'a) (no—3) 1 1 0.58 (29) 14 (30) 34 (31) 170(31) 1.3 (33) 0.18 (32) 2.7(31) 1 2 1.3 (30) 27 (41) 75 (36) 360(36) 2.8 (36) .48 (31) 15 (28) 2 1 .097(46) 2.1(27) 6.9(31) 31(35) .23(38) .017(35) 1.3(31) 2 2 .30 (42) 11 (32) 30 (38) 130(39) .86(45) .097(45) 6.3(21) TABLE 10.—Event mean concentrations of selected water-quality constituents in the runoff from simulated rainfall at Rooney Ranch and the range of event mean concentrations in the runoff from natural rainstorms at station 06710610 Rooney Gulch at Rooney Ranch [mg/L = milligrams per liter. ug/L = micrograms per liter] Total suspended organic solids lead zinc manganese nitrogen phosphorus carbon Plot Storm (mg/L) (Mg/L) (ug/L) (mg/L) (mg/L) (mg/L) (mg/L) Simulated rainfall 1 1 8.500 200 500 2,500 18 2.6 40 1 2 6,900 140 400 1,900 15 2.6 79 2 1 4,800 100 340 1,500 11 .85 66 2 2 2.200 79 220 950 6.2 .70 45 Natural rainfall Rangel ....................................... 79-870 98—150 40-180 180—1,200 1.4—6.1 0.14—.66 13-28 Mean1 ....................................... 260 25 87 350 2.1 0.27 21 [The range of values and mean are given only for storms producing runoff (See table 7). Simulated rainfall on small pasture plots produced runoff-to-rainfall ratios similar to runoff-to-rainfall ratios from a larger native pasture subjected to natural rainfall. REFERENCES Ellis, S.R., and Alley, W.M., 1979, Quantity and quality of urban runoff from three localities in the Denver metropolitan area, Col- orado: US. Geological Survey Water-Resources Investigations Report 79—64, 60 p. Ellis. S.R., Doerfer, J .T., Mustard. M.H., Blakely, S.R., and Gibbs, J .W., 1984, Analysis of urban storm-runoff data and the effects on the South Platte River, Denver metropolitan area, Colorado: US. Geological Survey Water-Resources Investigations Report 84—4159, 66 p. Gibbs, J .W., 1981. Hydrologic data for urban storm runoff from nine sites in the Denver metropolitan area, Colorado: US. Geological Survey Open-File Report 81—682. 142 p. Gibbs, J .W., and Doerfer. J .T.. 1982, Hydrologic data for urban storm runoff in the Denver metropolitan area, Colorado: US. Geological Survey Open-File Report 82-872, 560 p. Holtan. H.N., Minshall, N.E.. and Harold, LL, 1962, Field manual for research in agricultural hydrology: Agricultural Handbook No. 224, US. Department of Agriculture, Agriculth Research Serv- ice, 215 p. Lindsay, W.L., and Norvell, W.A., 1978, Development of a DTPA soil test for zinc, iron, manganese. and copper: Soil Science Society of America Journal, v. 42, no. 3. p. 421-428. Linsley, R.K.. and Franzini, J .B., 1972, Water-resources engineering (2d ed.): New York, McGraw-Hill Book Co., 690 p. Lusby, GO, 1977. Determination of runoff and sediment yield by rain- fall simulation, in Erosion: Research Techniques, Erodibility, and Sediment Delivery, Geophysical Abstracts. Ltd.. Norwich, England, p. 19—30. Miller, R.F., and McQueen, 1.8.. 1978, Moisture relations in rangelands, Western United States, in Proceedings of the first International Rangeland Congress: p. 318—321. US. Geological Survey, 1979, Techniques of water-resources investiga- tions of the United States Geological Survey, Book 5, Chapter A1, 626 p. 1‘: US. GOVERNMENT PRINTING OFFICE: 19B7—773-047/66,007 REGION NO. 8 RETURN “n“! SCIEN E" LIB' I DE vs PC, 2 WWI 7 DA‘gg‘t’s Tectonically Controlled Fan Delta BART and Submarine Fan SedimentatiOn 0f Late Miocene Age, Southern Temblor Range, California U.S._GEOLOGICAL SURVEY. PROFESSIONAL PAPER 1442, _ J r «r DOCUMENTS DEPARTMENT Marni-989 , I, ' :Jummgag : y M TECTONICALLY CONTROLLED FAN DELTA AND SUBMARINE FAN SEDIMENTATION OF LATE MIOCENE AGE, SOUTHERN TEMBLOR RANGE, CALIFORNIA Trace of San Andreas fault. Fault is flanked on east (left) by Elkhorn Plain and southern Temblor Range and on west (right) by Carrizo Plain and Caliente Range. Midway Peak, highest peak in southern Temblor Range, is underlain by the middle Miocene Gould Shale Member of the Monterey Shale. Dark-gray outcrops on west flank of southern Temblor Range are the upper Miocene Santa Margarita Formation. Horizontal distance between Midway Peak and the San Andreas fault is approximately 5.5 km. View south. Photograph by John S. Shelton. Tectonieally Controlled Fan Delta and Submarine Fan Sedimentation of Late Miocene Age, Southern Temblor Range, California By ROBERT T. RYDER and ALAN THOMSON U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1442 Sedimentation of conglomerate and subordinate sandstone of the Santa Margarita Formation was intimately associated with the tectonic history of the San Andreas fault and the southern Temblor Range anticlinorium UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1989 DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director Library of Congress Cataloging in Publication Data Ryder, Robert T. Tectonically controlled fan delta and submarine fan sedimentation of late Miocene age, southern Temblor Range, California. (U.S. Geological Survey professional paper ; 1442) Bibliography: p. Supt. of Docs. no.: I 19.1621442 1. Sedimentation and deposition--Ca1ifornia--Temblor Range. 2. Santa Margarita Formation (Calif.) 3. Geology, Stratigraphic- -Miocene. I. Thomson, Alan, 1928— . 11. Title. 111. Series: Geological Survey professional paper ; 1442. QB 694.R93 1988 551.787 88-600477 For sale by the Books and Open-File Reports Section, U.S. Geological Survey, Federal Center, Box 25425, Denver, CO 80225 CONTENTS Page Abstract ___________________________ 1 Introduction __________________________ 1 Acknowledgments _____________________ 4 Structure ___________________________ 4 Nature and configuration of basement rocks ———————— 4 Description of structures _________________ 5 Development of the southern Temblor Range ——————— 6 Stratigraphy __________________________ 7 Upper Miocene and Pliocene stratigraphy ————————— 7 East side of range ___________________ 7 West side of range ___________________ 10 Crest of range _____________________ 12 Upper Miocene conglomerate and sandstone units ————— 12 Republic sandstone __________________ 12 Williams sandstone __________________ 13 Santa Margarita Formation (west side and crest of range) ______________________ 15 Member A _____________________ 17 Member B _____________________ 17 Member C _____________________ 27 Member D _____________________ 29 Santa Margarita Formation (east side of range) — - — — 32 Member B _____________________ 33 Member C _____________________ 34 Stratigraphy—Continued Upper Miocene conglomerate and sandstone units—Con. Santa Margarita Formation (east side of range)—Con. Member D ————————————————————— 35 Dispersal patterns, depositional environments, and sedimentary processes of the Santa Margarita Page Formation, and the Republic and Williams sandstones — — 36 Santa Margarita, Republic, and Williams dispersal patterns ——————————————————————— 36 Depositional environments and sedimentary processes of the Republic and Williams sandstones ———————— 36 Depositional environments and sedimentary processes of the Santa Margarita Formation ——————————— 40 Santa Margarita fan deltas —————————————— 42 Santa Margarita submarine canyons and fans ————— 43 Santa Margarita depositional processes ———————— 44 Influence of a right-laterally shifting source terrane on sedimentation —————————————————————— 46 Right-lateral separation along San Andreas fault in central California ———————————————————————— 46 Shifting source terrane during Santa Margarita sedimentation —————————————————————— 47 Evolution of the Santa Margarita Formation and its source terrane ————————————————————————— 48 Summary and conclusions ——————————————————— 54 References cited ———————————————————————— 56 ILLUSTRATIONS [Plates are in pocket] FRONTISPIECE. PLATE 1. Photograph showing trace of San Andreas fault and southern Temblor Range. Geologic map and restored stratigraphic framework diagram of the southern Temblor Range, Kern and San Luis Obispo Counties, California, emphasizing major Iithofacies of the Santa Margarita Formation and parts of the Monterey Shale. 2. Geologic cross sections in the southern Temblor Range, Kern and San Luis Obispo Counties, California. 3. Chart listing the name, age, and bathymetry of fossils collected from the Santa Margarita Formation, Monterey Shale, and associated units. 4. Detailed measured outcrop sections and core descriptions of the Santa Margarita Formation and parts of the Monterey Shale, southern Temblor Range, California. 5. Schematic reconstruction of depositional environments, depositional processes, and paleotectonic settings of the Republic and Williams sandstones of local usage and the Santa Margarita Formation. Page FIGURE 1. Geologic maps of southern California and southern Temblor Range showing location of study area, Santa Margarita Formation, Republic sandstone of local usage, and Williams sandstone of local usage ——————————————— 2 2—6. Photographs showing: 2. Crest of southern Temblor Range —————————————————————————————————————— 5 3. View northward from the Recruit Grade Road toward the Recruit Pass fault ———————————————— 6 4. Cochora Ranch anticline in the shale and sandstone member of the Monterey Shale and the Santa Margarita Formation ——————————————————————————————————————————— 6 5. Cochora Ranch anticline in the shale and sandstone member of the Monterey Shale ————————————— 6 6. San Andreas fault and Elkhorn and Carrizo Plains from top of southern Temblor Range —————————— 6 7. Geologic map and cross section of Cochora Ranch anticline and adjacent area ———————————————————— 8 V1 CONTENTS 8—15. Photographs showing: Page 8. Unnamed sandstone unit of the Bitterwater Creek Shale —————————————————————————— 12 9. First-order sandstone pod (northwest limb) in the Republic sandstone of local usage ————————————— 12 10. Normally graded bed in the Republic sandstone of local usage showing divisions Ta and Tb of Bouma sequence ————————————————————————————————————————————————— 13 11. Normally graded bed in the Republic sandstone of local usage with a fragment of an Ost'rea valve ————— 14 12. Dish structures in a sandstone bed of the Williams sandstone of local usage ————————————————— 14 13. Sandstone bed in the Williams sandstone of local usage showing divisions Ta, Tb, and Tep of Bouma sequence ————————————————————————————————————————————————— 15 14. Granite conglomerate of the Santa Margarita Formation on west side of southern Temblor Range ————— 15 15. Granite and flow-banded felsite conglomerate of the Santa Margarita Formation on west side of southern Temblor Range —————————————————————————————————————————————— 16 16. Diagram showing the important relations among lithofacies, members (A,B,C,D) and depositional environments of the Santa Margarita Formation —————————————————————————————————————————— 18 17—19. Geologic maps and cross sections of: 17. Bitterwater Creek anticline and adjacent area ———————————————————————————————— 20 18. Northern and southern prongs of Cochora Ranch anticline and adjacent area ———————————————— 22 19. Lone Tree anticline and adjacent area ———————————————————————————————————— 23 20. Photograph showing granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline ————————————————————————————————————————— 24 21. Photograph showing isolated boulder from the granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline ——————————————————————————— 24 22. Grain-size distribution curves from selected conglomerate matrix and sandstone samples in the Santa Margarita Formation ————————————————————————————————————————————————————— 25 23—26. Photographs of the sandstone in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline, showing: 23. Thick parallel beds ______________________________________________ 26 24. Thick parallel beds and Pecten and Ostrea shell fragments _________________________ 26 25. Normally graded pebbly sandstone beds ___________________________________ 26 26. Pecten shells _________________________________________________ 27 27-31. Photographs showing: 27. Very thin bedded to laminated silty sandstone in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline ———————————————————————————————————————— 27 28. Lens of granite conglomerate with sandy matrix containing very well rounded clasts, near base of silty sandstone of member B of the Santa Margarita Formation ——————————————————————— 28 29. Granite conglomerate with argillaceous sandy matrix in member B of the Santa Margarita Formation, west flank of Cochora Ranch anticline ————————————————————————————————————— 28 30. Granite and flow—banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita Formation faulted against sandstone beds of the Bitterwater Creek Shale —————————— 28 31. Granite and flow—banded felsite conglomerate with sandy matrix in member C of the Santa Margarita Formation in fault block adjacent to Elkhorn Plain ——————————————————————————— 28 32—34. Photographs of granite and flow-banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita Formation, west side of southern Temblor Range, showing: 32. Massive deposit and matrix-supported clasts ————————————————————————————————— 29 33. Moderately stratified thick parallel beds ——————————————————————————————————— 29 34. Matrix- and clast-supported conglomerate —————————————————————————————————— 29 35—37. Photographs showing: 35. Part of a thick section of granite conglomerate with sandy matrix and sandstone in member D of the Santa Margarita Formation ——————————————————————————————————————————— 3O 36. Sandstone in member D of the Santa Margarita Formation, west side of southern Temblor Range, showing thick to very thick parallel beds ————————————————————————————————————— 30 37. Massive, unstratified part of the granite conglomerate with argillaceous sandy matrix in member D of the Santa Margarita Formation, west side of the southern Temblor Range ————————————————— 30 38—40. Photographs of granite conglomerate with sandy matrix in member D of the Santa Margarita Formation, west side of southern Temblor Range, showing: 38. Normally graded bed ————————————————————————————————————————————— 31 39. Massive deposit and matrix—supported clasts ————————————————————————————————— 31 40. Massive conglomerate deposit and matrix-supported clasts —————————————————————————— 31 41—48. Photographs showing: 41. Granite conglomerate with argillaceous sandy matrix of member D of the Santa Margarita Formation, west side of southern Temblor Range, showing massive deposit and matrix-supported clasts ————————— 32 42. Granite conglomerate with argillaceous sandy matrix of member D of the Santa Margarita Formation, west side of the southern Temblor Range, showing massive deposit and matrix-supported clasts ——————— 32 CONTENTS VII FIGURES 43—48.—Photographs showing: Page 49. 50. 51. TABLE 1. 43. Granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, resting on diatomite beds lithologically equivalent to the Belridge Diatomite Member of the Monterey Shale, east side of southern Temblor Range ————————————————————————————————————— 33 44. Channel-form conglomerate in member B of the Santa Margarita Formation pinching out into diatomite — — 33 45. Granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east side of southern Temblor Range, showing thick, parallel beds —————————————————————————— 34 46. Normally graded bed in granite and flow-banded felsite conglomerate with sandy matrix in member C of the Santa Margarita Formation, east side of southern Temblor Range ————————————————— 34 47. Inverse-graded bed in granite and flow-banded felsite conglomerate with sandy matrix in member C of the Santa Margarita Formation, east side of southern Temblor Range ——————————————————— 35 48. Massive sandstone in member C of the Santa Margarita Formation, east side of southern Temblor Range —————————————————————————————————————————————————— 35 Measured sections of members B, C, and D of the Santa Margarita Formation on east and west sides of southern Temblor Range showing general lithologic character, clast composition, and average maximum clast size — — — — 38 Summary diagram of paleocurrent measurements in the Santa Margarita Formation, Republic sandstone of local usage, and Williams sandstone of local usage ——————————————————————————————————— 40 Sequence of tectonic events controlling sedimentation of the Santa Margarita Formation, unnamed sandstone unit of the Bitterwater Creek Shale, and unnamed marine and nonmarine sedimentary rocks unit —————————— 50 TABLE Page List of selected drill holes from the southern Temblor Range and vicinity —————————————————————— 11 TECTONICALLY CONTROLLED FAN DELTA AND SUBMARINE FAN SEDIMENTATION OF LATE MIOCENE AGE, SOUTHERN TEMBLOR RANGE, CALIFORNIA By ROBERT T. RYDER and ALAN THOMSON1 ABSTRACT The Santa Margarita Formation in the southern Temblor Range, com- posed of conglomerate and subordinate sandstone, evolved as a large complex of fan deltas and submarine fans in late Miocene time. An 80— to 90-m.y.-old granitic basement of the Salinian block and an accom- panying 23.5-m.y.-old volcanic field now located in the northern Gabilan Range and the Pinnacles area, respectively, were the primary source terranes. In general, the fan deltas crop out along the west side of the southern Temblor Range, whereas the proximal parts of the submarine fans crop out along the east side of the range. The fan deltas consist of subaerial topset beds and low—angle basinward-dipping subaqueous foreset beds. Strata interpreted to be topset beds are composed large- ly of conglomerate with thick to very thick horizontal beds and matrix- supported clasts. Most of the thick to very thick conglomerate beds are internally massive and disorganized. Strata interpreted as foreset beds are composed of thick-bedded, large-scale, low-angle, cross—stratified conglomerate and sandstone units which commonly are internally massive. Abundant molluskan macrofossils such as Ostrea and Pecten are present in the subaqueous foreset beds; many have been displaced downslope from their original site of deposition. Conglomerate- and sandstone-filled submarine canyons, through which coarse-grained detritus was transported to the adjacent submarine fans, locally have cut into the foreset beds of the fan deltas. These submarine canyon deposits are generally better stratified than adjacent foreset-bed deposits, and they consist of thick horizontal beds, internally massive or normally graded, arranged in fining- and thinning-upward sequences. Isolated and composite conglomerate- and sandstone-filled channels, which crop out on the east flank of the southern Temblor Range, are interpreted as proximal submarine—fan channel deposits. These channel- form conglomerate and sandstone deposits are characterized by thick, horizontal beds which are internally massive or normally graded con- taining division Ta, and locally Tb, of the Bouma sequence. Sparse calcareous foraminifers collected from diatomaceous interbeds suggest that these fan channels were deposited in upper bathyal water depths. Subaerial and regenerated subaqueous debris flows probably formed the bulk of the Santa Margarita fan delta and submarine fan system. Santa Margarita debris flows ranged from the mudflow variety to the cata- clysmic debris—avalanche variety. The cogenetic Republic and Williams sandstones of local usage, located on the east side of the southern Temblor Range, are slightly older and finer grained than the Santa Margarita Formation. These units, con- taining well-graded sandstones, fining— and thinning-upward and coarsening- and thickening—upward sandstone sequences, thick-bedded tabular and channel—shaped sandstones, a mixture of shallow- and deep— lShell Oil Company, Box 60775, New Orleans, Louisiana 70160 water foraminifers, and a fan-shaped geometry in the subsurface, are interpreted as submarine fan deposits. Sedimentation associated with the Santa Margarita Formation was intimately related to the growing southern Temblor Range anticlinorium and the right-laterally shifting Salinian block along the San Andreas fault. Examples of control exerted on Santa Margarita sedimentation by the southern Temblor Range anticlinorium include the preferential accumulation of sediments along the flanks of the anticlinorium, thicken- ing of strata on the downthrown side of the Recruit Pass fault and on flanks of selected anticlines, intraformational unconformities, and possi- ble partial blockage of the eastward—prograding fan deltas by the Recruit Pass fault. East of the growing southern Temblor Range anticlinorium, the distal ends of the Santa Margarita submarine fans were deflected northwestward by the growing Buena Vista Hills anticline. Several ex- amples of well-defined diachronous sedimentation, where conglomerates and sandstones of the Santa Margarita Formation occupy progressive- ly higher stratigraphic levels in a northwest direction subparallel to the trace of the San Andreas fault, strongly imply that the Salinian base- ment terrane was shifting in a right-lateral sense during Santa Margarita sedimentation. Regional factors of importance in focusing conglomerate sedimenta— tion on the southern Temblor Range locale for a 2— to 3-m.y. period in the late Mohnian were right-lateral oblique slip on the San Andreas fault, formation of the “big bend” in the San Andreas fault by left—lateral slip along the Garlock and White Wolf faults, and the partial overlap of the Salinian and Franciscan assemblage basement rocks. INTRODUCTION The southern San Joaquin basin in California was the site of extensive conglomerate and sandstone deposition in late Miocene (late Mohnian) time. Granitic source ter- ranes on the east, south, and west flanks of the basin con- tributed detritus to the deep-water Stevens sandstone of local usage in the basin center and to shallow-marine sand- stone units of the Santa Margarita Formation along the basin margins (Webb, 1981). Along the southwest perim- eter of the basin, where the shelf was very narrow, a Cretaceous (80-90 Ma) high-relief granitic terrane was emplaced by the San Andreas fault either at or within several kilometers of the shoreline. Conglomerate and sandstone deposits that resulted from the erosion of uplifted granitic basement now crop out along the west and east sides of the southern Temblor Range. These deposits were mapped as the Santa Margarita Formation 35° - CALIF NEVADA Area of tigure 1A 33° — FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA 120° l \- ”9/; fill I I |.! «1 100 KILOMETEHS FIGURE 1.—Geology of southern California and southern Temblor Range, showing location of study area. A, Geology of southern California (modified from U.S. Geological Survey and California Division of Mines and Geology, 1966). Geologic symbols: nv, Neenach Volcanics; pv, Pin- nacles Volcanics; wwf, White Wolf fault; mc, Malibu-Cucamonga fault trend; gf, Garlock fault; sgf, San Gabriel fault; saf, San Andreas fault. Geographic features: gr, Gabilan Range; ch, Cholame Hills; dr, Diablo Range; sem, San Emigdio Range; tr, Temblor Range; sjb, San Joa- quin basin; LA, Los Angeles; B, Bakersfield; F, Fresno; SJB, San Juan Bautista; SB, Santa Barbara; PR, Paso Robles. B, Geology of the study area (modified from Dibblee, 1973b). Geologic symbols: sm, Santa Margarita Formation; rs, Republic sandstone of local usage; ws, Williams sandstone of local usage; saf, San Andreas fault; rf, Recruit Pass fault. Geographic features: Mc, McKittrick; Fe, Fellows; T, Taft; M, Maricopa; LSMV, Little Santa Maria Valley. 1| INTRODUCTION 3 R25W O 10 KILOMETERS L—.—__J 119°30"' EXPIANATION . . Volcanic rocks (Cenozoic) Nonmarine sedimentary rocks and alluvial deposits (Ceno- zoic) Marine sedimentary rocks (Cenozoic) a Santa Margarita Formation (Miocene), Republic sandstone of local usage, and Williams sandstone of local usage; undivided E Metamorphic rocks (pre-Cenozoic)—Exact age is uncertain I m Marine sedimentary rocks (Cretaceous and latest Jurassic) Franciscan assemblage (Cretaceous and latest Jurassic) ‘. Granitic rocks (Mesozoic)—Chiefly Mesozoic in age - Ultramafic rocks (Mesozoic)—Chiefly Mesozoic in age E Sedimentary and volcanic rocks (Paleozoic) Basement rocks (Precambrian) E Oil field—at, Asphalto; bat, Belgian Anticline; bf, Buena Vista Hills; cf; Cymric; ef, Elk Hills; mf, McKittrick; msf, Midway-Sunset; nmf, Northeast McKittn'ck; rgf, Railroad Gap ~ ' - Boundary between Franciscan Salinian basement rocks (west of line)and granitic rocks of the Sierran basement (east of line) — Contact __. Fault—Dashed where approximate; arrows indicate direction of relative horizontal movement e—I—v Anticline—Showing direction of plunge FIGURE 1.—Continued. 4 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA by Simonson and Krueger (1942) and Dibblee (1973b) (fig. 1); such usage is retained, and slightly broadened, in this report. Slightly older, but clearly cogenetic, sandstone bodies exposed along the east side of the southern Temblor Range and in the adjacent subsurface are herein recognized as informal units: the Republic, Williams, and Leutholtz sandstones of local usage. The Santa Margarita Formation, Republic sandstone, Williams sandstone, and Leutholtz sandstone, and their correlative units are significant reservoir rocks in the Midway-Sunset and adjacent oil fields (fig. 1). The en echelon outcrop pattern of the Santa Margarita Formation, Republic sandstone, and Williams sandstone found along the east side of the southern Temblor Range suggested to Berry and others (1968) and Huffman (1972) that the sedimentation of these units was accompanied by right-lateral shifting of the source terrane along the San Andreas fault. Post-Mohnian right—lateral movement along the San Andreas fault appears to have displaced the source terrane of the Santa Margarita conglomerates approximately 200-250 km to its present position in the northern Gabilan Range and Pinnacles Volcanics (fig. 1; Fletcher, 1967; Berry and others, 1968; Turner and others, 1970; Huffman, 1972; and Matthews, 1976). The objectives of this report are to (1) document the stratigraphic framework of the Santa Margarita Forma- tion and part of the Monterey Shale in the southern Temblor Range, (2) interpret the environments of deposi- tion and depositional processes of the above units, and (3) evaluate the influence of tectonism on Santa Margarita sedimentation, with special attention given to testing the hypothesis of Berry and others (1968). Many of the interpretations offered here are based on a geologic map (1:30,000) of the southern Temblor Range made by the authors that emphasizes the lithofacies of the Santa Margarita and part of the Monterey Shale. This geologic map is a significant contribution because, other than regional reconnaissance maps by Dibblee (1968, 1973b) and a quadrangle map by Vedder (1970), no published geologic maps are presently available for the west side of the southern Temblor Range. Additional new data that have contributed significantly to this investiga- tion include detailed measured outcrop sections, clast-size measurements, and microfossil and macrofossil identifica- tions. The study area is approximately 500 kmz. It is bounded on the southwest by the San Andreas fault and on the northeast by the San Joaquin basin. The northwest and southeast borders are located near the Little Santa Maria Valley and the town of Maricopa (fig. 1), respectively. Smooth, grass- and shrub-covered hills and intervening canyons and gullies characterize the study area. Topo- graphic relief between the crest of the southern Temblor Range and the adjacent Carrizo and Elkhorn Plains and the San Joaquin basin ranges from 250 to 450 m. Good outcrops generally are located near the crest of the south- ern Temblor Range and in deeply dissected gullies and canyons that cut its flanks. ACKNOWLEDGMENTS We are grateful to James H. Elison, Walter M. Win- frey, J r., and the late Barney W. Wilson for introducing us to the geology of the San Joaquin basin and encourag- ing us to study the depositional history of the Santa Margarita Formation. O.F. Huffman and R.L. Phillips critically reviewed the paper and made significant im- provements in its scientific content and organization. E .H. Stinemeyer, R.H. Steinert, and GO. Lutz identified the foraminifers used in this study and assigned them ap- propriate age and bathymetric limits. Similar data were provided by US. Armstrong for diatom and silicoflagel- late assemblages and by Alex Clark, Ellen J. Moore, and EH. Steinmeyer for macrofossil assemblages. Grain- orientation measurements were completed by C.F. Blankenhorn. Able field and laboratory assistance was provided by Donald E. Watson. We also thank Marcus U. and Richard Rudnick, and their foreman, Tom Thorns- berry, for giving us access and guidance to the land of the MU outfit. At least half of the data used in this in- vestigation were collected and synthesized while the authors were employed by the Shell Development Com- pany; we thank the management of the company for granting us permission to publish these data. STRUCTURE The following brief discussion of basement rocks, struc- tures, and structural development establishes the struc- tural setting in which the Santa Margarita Formation and correlative units originated and thereby prepares the reader for conclusions regarding tectonism and Santa Margarita sedimentation. NATURE AND CONFIGURATION OF BASEMENT ROCKS The Temblor Range, similar to the Diablo Range far- ther north, is a broad southeast-plunging anticlinorium tangential north of the study area with the San Andreas fault. The Franciscan assemblage (Jurassic and(or) Creta- ceous), composed of metamorphosed deep—water marine sandstone, claystone and chert, volcanic rocks, and mafic rocks (Bailey and others, 1964), forms the basement in the Diablo Range anticlinorium (Dibblee, 1973b; Cady, 1975) and extends southward beneath the Tertiary sand- stone and shale units of the southern Temblor Range (fig. 1). In map view, the Franciscan basement rocks east of the San Andreas fault form a southward-tapering wedge bounded by granitic rocks approximately 80 to 90 my. old (Armstrong and Suppe, 1973); on the east side of the STRUCTURE 5 wedge of Franciscan rocks the granitic rocks constitute the Sierran block, and on the west side, across the San Andreas fault, the Salinian block (fig. 1). The Franciscan basement rocks probably evolved near a subduction zone that was later offset, in a right-lateral sense, along a tec- tonically “softened” zone between the Pacific and the North American plates (Hamilton, 1969, 1978; Suppe, 1970; Atwater, 1970). The Salinian block was probably derived from between the Mojave block and the Penin— sular Range in southern California (Hamilton, 1978; Dickinson, 1983; Ross, 1984) or from the west coast of Mexico and(or) Central America (Howell and others, 1980; Page, 1982). DESCRIPTION OF STRUCTURES The structure of the southern Temblor Range is char- acterized by a series of northwest-trending tight folds commonly overturned to the northeast (pls. 1 and 2; Fletcher, 1962; Vedder, 1970; Dibblee, 1973b). These folds form the southern Temblor Range anticlinorium that is cut on the east side by thrust faults with northeast transport and on the west side by down-to-the—west nor- mal faults. The trace of the easternmost thrust fault is difficult to map because diatomaceous shale of the hanging-wall block is juxtaposed against diatomaceous shale of the footwall block. Thus, the location of the thrust fault on plate 1 is inferred, aided in part by disrupted strata such as those recognized by Vedder (1970, sheet 2). The degree of overturning and eastward transport along the thrust faults diminishes from north to south in the study area as illustrated by the following: the nearly recumbent anticlinorium and associated low-angle thrust fault with a dip separation of over 1,000 m near Crocker Canyon (pls. 1, 2, sec. A-A'; Fletcher, 1962); the slightly overturned anticlinorium and associated high-angle thrust fault with a dip separation of about 300 m near Midway Peak (pls. 1 and 2, sec. B-B'); and large upright folds associated with high-angle thrust faults having dip separa- tions of about 400 min the southern part of the study area (pls. 1 and 2, sec. 00’; Vedder, 1970). Despite the general southward change in the style of deformation, about 25 percent (1.6 km) lateral shortening—based on the three balanced cross sections in plate 2—is maintained across the study area. Several thin sheets of lower and middle Miocene shale and sandstone units, covering as much as 6 km2, rest discordantly on fold axes of the southern Temblor Range anticlinorium near the range crest (pl. 1; T. 31 S., R. 21 E.). Many of the sheets are internally disrupted and con- tain foraminiferal assemblages similar to those in underly- ing rocks (Simonson and Krueger, 1942). Conglomerate and sandstone of the Santa Margarita Formation (upper Miocene) unconformably overlie the sheets. The largest of the normal faults in the study area is the Recruit Pass fault (pls. 1 and 2; Fletcher, 1962; Vedder, 197 0; Dibblee, 1973a). The fault extends the length of the study area, dips steeply to the southwest, and places the Santa Margarita Formation (upper Miocene) on the west side against older rocks on the east side (figs. 2 and 3). The dip separation along the fault may be as much as 1,500 m in the northern part of the study area (pl. 2, sec. A-A’). Smaller west- and east-dipping normal faults as much as 12 km long bound several sliver-shaped fault blocks between the range crest and the San Andreas fault. A large anticlinal fold named here as the Cochora Ranch anticline (figs. 4 and 5) is located about 1 to 1.6 km west of the Recruit Pass fault and parallels it for about 12 km (secs. 7 and 8, T. 32 S., R. 22 E. to secs. 25 and 36, T. 32 S., R. 22 E.). The Lone Tree anticline, named here for an anticline located in secs. 35 and 36, T. 31 S., R. 21 E., probably is a northwest extension of the Cochora Ranch anticline. Another smaller anticlinal fold located at the south end of the study area (secs. 29 and 30, T. 11 N., R. 24 W.), here named the Bitterwater Creek anticline, may also be a part of this system. The Cochora Ranch an- ticlinal complex contains a core of the Monterey Shale and locally exhibits spectacular upright isoclinal folds of vary- ing dimensions. The north end of the Cochora Ranch an- ticline is split into two parts here named the northern and southern prongs (pl. 1). Many of the axial traces of the folds west of the Recruit Pass fault, including those discussed above, terminate obliquely against bounding normal faults. FIGURE 2.—Crest of southern Temblor Range in NE1/4 sec. 15, T. 32 S., R. 22 E. Recruit Pass fault (arrows) separates the Santa Margarita Formation (upper Miocene) in foreground from the upper part of the Temblor Formation (lower Miocene) in background. The Santa Margarita Formation at this locality shows conglomerate-filled channel-form units with steep margins (dashed lines) that have been eroded into silty sandstone units (left foreground). Photograph shows about 0.45 km of terrain along range crest. View east. 6 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 3.—View northward from Recruit Grade Road (SE1/4 sec. 22, T. 31 S., R. 21 E.) toward Recruit Pass fault (arrows). The Santa Margarita Formation (upper Miocene) is west (left) against the up- per part of the Temblor Formation (lower Miocene). Large bush on left side of photograph is approximately 1.5 m in height. In the study area, the San Andreas fault zone is easily defined by linear fault scarps (frontispiece; fig. 6), sag ponds, and right laterally offset intermittent-stream drainages. DEVELOPMENT OF THE SOUTHERN TEMBLOR RANGE The frontal thrust fault of the southern Temblor Range probably was initiated as a high-angle thrust fault in the core of the anticlinorium. The frontal part of the thrust fault in the northern sector (pl. 2, sec. A-A’) was flattened by eastward rotation, whereas the frontal part of the FIGURE 5.—Cochora Ranch anticline in the shale and sandstone member of the Monterey Shale. Note that top part of southwest flank is over— turned (upper left of photograph, arrows). Horizontal distance across topographic saddle in top center of photograph is approximately 0.2 km. View northwest from SW1/4 sec. 15, T. 32 S., R. 22 E. thrust fault farther south continues to dip at a relatively high angle (pl. 2, sec. B-B ', C-C' ). The increasing clockwise rotation of the thrust fault from north to south may have resulted from advanced stages of diapirism in the north- ern part of the study area. Diapirism in its advanced stages in the northern sector may also have caused thin allochthonous sheets of lower and middle Miocene sand- stone and shale to slump off the crest of the anticlinorium. Lowell (1972) and Wilcox and others (1973) have demonstrated that upthrusts and en echelon folds similar to those found in the southern Temblor Range can be generated along wrench faults with convergent motion. In the case of the southern Temblor Range, the folds and FIGURE 4.—Cochora Ranch anticline in the shale and sandstone member of the Monterey Shale and the Santa Margarita Formation (hill to far right). Top of hill in center of photograph rises 85 m above terrain at base of photograph. View northwest from NW1/4 sec. 23, T. 32 S., R. 22 E. FIGURE 6.—San Andreas fault (arrows) and Elkhorn (in foreground) and Carrizo (in background) Plains from top of southern Temblor Range (sec. 25, T. 31 S., R. 21 E.). Horizontal distance from terrain in lower left side of photograph to San Andreas fault is approximately 4.5 km. View west. STRATIGRAPHY 7 associated faults probably originated during episodes of convergent right-lateral slip along the San Andreas fault. During these episodes, the mobile Franciscan basement rocks probably were constricted between the more rigid, right laterally shifting Salinian and Sierran basement blocks, bulged upward, and deformed the overlying Ter- tiary sedimentary cover. As suggested by J .L. Livingston (written commun., 1970), the Recruit Pass fault and other west-dipping nor- mal faults along the west flank of the southern Temblor Range may have developed when the tightly constricted core of the anticlinorium was displaced upward by diapirism with respect to the flanking strata. Possibly, the mobile core of the anticlinorium, bound by major thrust faults, moved upward and basinward into a northeast- verging hinge zone, until the core ruptured near the crest of the anticlinorium where the overburden was minimal and was displaced upward with respect to the flanks of the anticlinorium. Thus, the faults on the west side of the southern Temblor Range anticlinorium may be normal faults only in a geometric sense. Some (or all) of these normal faults initially may have been thrust faults that later reversed their sense of motion owing to constriction and diapirism at the core of the anticlinorium. Harding (1976, fig. 3c) has demonstrated that the major anticlinal structures in the subsurface east of the southern Temblor Range began to form in Mohnian and Delmon- tian time (Mohnian of this paper) and continued into the Pleistocene. Structures within the southern Temblor Range appear to have had about the same timing because: first, the Santa Margarita Formation (late Mohnian) rests unconformably on the southern Temblor anticlinorium; second, the pre-Santa Margarita offset in a normal sense along the Recruit Pass fault is much greater than the post— Santa Margarita offset; third, the allochthonous sheets of lower and middle Miocene shales that were probably derived from the growing anticlinorium are also overlain unconformably by the Santa Margarita; and finally, the shale and sandstone member of the Monterey Shale (early Mohnian) is the youngest unit in the anticlinorium overlain by the Santa Margarita Formation. Therefore, the south- ern Temblor Range anticlinorium had developed to an ad- vanced stage either during or soon after the deposition of the shale and sandstone member of the Monterey Shale and before the deposition of the Santa Margarita Forma- tion. The initial stages of the anticlinorium must have begun earlier than Mohnian time, as indicated by the hiatuses associated with the pre-early Mohnian rocks (pl. 1). The post-Santa Margarita offset along the Recruit Pass fault (and additional outcrop evidence presented in the stratigraphy section) clearly indicates that the an- ticlinorium continued to expand during the deposition of the Santa Margarita Formation (late Miocene) and into the early Pliocene. STRATIGRAPHY UPPER MIOCENE AND PLIOCENE STRATIGRAPHY The upper Miocene and Pliocene sequence of the south- ern Temblor Range is composed of granite conglomerate, sandstone, diatomite, and diatomaceous shale, largely of marine origin and having an aggregate thickness of as much as 2,500 m. A granite conglomerate is defined here as a conglomerate having at least 50 percent of its clasts composed of granite and(or) related rock such as grano— diorite, quartz diorite, and quartz monzonite. Several major unconformities punctuate the sequence. The schematic stratigraphic framework diagram in plate 1 il- lustrates the distribution of the rock units of the southern Temblor Range and the approximate position and dura- tion of intervening unconformities. Aside from the authors’ work, the stratigraphic framework diagram is based on Simonson and Krueger (1942), Fletcher (1962, 1967), Callaway (1962), Pacific Section of AAPG-SEG- SEPM (1968), Vedder (1970), and Dibblee (1962, 1968, 1973a, 1973b). The stratigraphic nomenclature is adopted largely from Dibblee (1973a). The correlation of the provincial foraminiferal stages of Kleinpell (1938) and the provincial molluskan stages of Addicott (1972) with the standard geologic time scale is taken from Poore and others (1981) (pl. 1). Additional potassium-argon age dates for the foraminiferal stages are from Turner (1970), Obradovich (in Huffman, 1972), and Obradovich and Naeser (1981) (pl. 1). The Mohnian Stage is subdivided into four informal foraminiferal substages used by the Shell Oil Company (unpub. data, 1948) (pl. 1). By adopt- ing the standard time scale instead of the provincial time scale, Poore and others (1981) have changed the Miocene- Pliocene boundary in California from about 9.0 Ma (Evernden and others, 1964; Bandy and Ingle, 1970) to about 5.0 Ma (Van Couvering, 1972; 1978). This change in the age of the Miocene-Pliocene boundary requires slight alterations in the ages of some rock units defined by Dibblee (1973a). EAST SIDE OF RANGE The middle and upper Miocene sequences exposed on the east flank of the southern Temblor Range consists of the McLure Shale Member of the Monterey Shale and the overlying Santa Margarita Formation. The McLure Shale Member continues unchanged northeastward into the ad- jacent subsurface, whereas the Santa Margarita Forma- tion is replaced, several kilometers basinward, by the Belridge Diatomite Member of the Monterey Shale. The Reef Ridge Shale, youngest of the upper Miocene rock units, is confined to the subsurface and overlies both the Santa Margarita Formation and the Belridge Diatomite Member (see Dibblee, 1973a, for additional information). 8 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA R22E 22 \23 uCochora 35 Ranch 27 26 \ 45\ (L o_.5 1 KILOMETER SW COCHORA RANEH ANTICLINE NE r fl A N RECRUIT PASS FAULT A, METERS P eaves Tsmb Tsmb 1000— Richfield Temblor Hills No. 21 am??? %g% F ro‘ected from NE1/4SE1/4, (sgc.127, T. 32 s., R. 22 E.) NO' 3 .- -\"’x .5. ' \ Ttu 500-5 \\ _ E // (Late) Tm ; / I / 7 9 : /(Early) \ : Ttu K K\ SEA \ LEVEL Extends to approximately -500 m MEAN SEA LEVEL FIGURE 7.—Geolog1'c map and cross section (A-A’) of Cochora Ranch anticline and adjacent area. STRATIGRAPHY 9 EXPLANATION [Egg Alluvium (Quaternary) lEM] Bitterwater Creek Shale (Miocene) Santa Margarita Formation (Miocene)— Member C Tsmb Member B—Conglomerate predominant Member B—Sandstone predominant l. l" Monterey Shale (Miocene)— Shale and sandstone member “I .4 3 l U) l l-.. Tmm McLure Shale Member Gould Shale Member a la lied Temblor Formation (Miocene and Oligocene)~ l Ttu Upper part (Miocene)—Contains Saucesian microfossils L4 Ttl Lower part (Miocene and Oligocene)—Contains Zemor— rian microfossils Contact Fault — Ball and bar on downthrown side. Arrows in cross section indicate direction of relative movement Anticline Overturned syncline—Dashed where approximately lo— cated .ifp+tl Unconformity—Queried where uncertain Strike and dip of bedding i Inclined 60 —£}— Overturned ++++ Oil stain {>- Drill hole A——A' Line of cross section FIGURE 7.—Continued. The McLure Shale Member is predominantly white- weathering, dark brown, thin-bedded diatomaceous shale. Locally present are thin interbeds of resistant, orange- weathering dolomite which grade laterally into and appear to have replaced the diatomaceous shale (see Pisciotto and Mahoney, 1981). The McLure Shale Member ranges in thickness from 900 to 1,500 m in the southernmost Temblor Range and grades upward into the Belridge Diatomite Member (Dibblee, 1973a), which contains less detrital clay. The lower part of the McLure Shale Member (formerly the McDonald Shale of local usage) is assigned by Foss and Blaisdell (1968) to the early Mohnian Stage (UM IV of informal substage designations of Shell Oil Company) on the basis of the presence of foraminifers such as Epistommella gyroidinafomis, Uvigerma hootsi, Bolivina califomica, and Um'gem’na joaqm‘nensis (pl. 3). Only in the extreme southeastern part of the Temblor Range do the lowest beds of the McLure Shale contain foraminifers of the middle Miocene Luisian Stage (Ved- der, 1970; Dibblee, 1973a). In contrast, the upper part of the McLure Shale Member (formerly part of the Antelope Shale of local usage) is assigned by Foss and Blaisdell (1968) to the late Mohnian Stage (UM IIIg—UM IIIb) because of the foramineral assemblage that includes Bolivina vaugham, Uvige’rina subperegm'na, Bolivma semimoda, Buliminella elegantissz’ma, and Globigerina bulloides (pl. 3). Additional microfossils in the McLure Shale Member include echinoid spines, sponge spicules, fish scales and bones, and radiolarians. In the southern half of the study area, the upper part of the McLure Shale Member contains several sandstone units informally referred to by Dibblee (1973a) as lenses of sandstone. Callaway (1962) recognized the slightly older and more southerly sandstone unit as the Williams Sand Member of the Antelope Formation (or Shale) and the slightly younger and more northerly sandstone unit as the Republic Sand Member of the Antelope. Because the names Williams and Republic are useful stratigraphic terms and the McLure Shale Member supersedes part of the Antelope Formation (or Shale) leaving no stratigraphic rank in which to place the sandstone bodies, the lenses of sandstone (Dibblee, 1973a) are informally recognized in this paper as the Williams sandstone and Republic sandstone. The Leutholtz sandstone, located in the subsurface (T. 11 N., R. 23 W; Pacific Section of AAPG-SEG-SEPM, 1968) and possibly the surface (see. 13, T. 11 N., R. 24 W.; Dibblee, 1973b), is also recognized here as an informal unit. The Belridge Diatomite Member, designated by Dibblee (1973a) as the uppermost member of the Monterey Shale, is composed of white-weathering soft, fissile to punky diatomite. The silica in this unit is in the opal—A to opal- CT phase (Schwartz and others, 1981). In the subsurface about 5 km northeast of Taft, Calif, the Belridge Diatomite Member is nearly 900 m thick. The Belridge Diatomite Member supersedes the upper part of the 10 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA Antelope Formation (or Shale) recognized by Callaway (1962) and the punky shale unit of the Santa Margarita Formation of Simonson and Krueger (1942). Sparse foraminifers such as Uvigem'na subperegm'na and Bolivina vaugham (pl. 3) suggest that the Belridge Diatomite Member belongs to the late Mohnian Stage (UM IIIa). Sandstone and conglomerate, formerly recognized by p Callaway (1962) as the Spellacy Sand Member of the Antelope Formation (or Shale), are here assigned to the Santa Margarita Formation (Dibblee, 1973a) because they are lithologically similar to and approximately in the same stratigraphic position as the Santa Margarita Formation recognized by Simonson and Krueger (1942) on the west flank of the southern Temblor Range. Dibblee’s usage of the Santa Margarita Formation is herein retained but broadened to include rocks in the Crocker Canyon-Dabney Canyon area previously mapped as the Potter Sand Member of the Reef Ridge Shale of Callaway (1962). Moreover, rocks in the subsurface previously assigned to the Potter Sand Member by Callaway (1962) are herein assigned to the Santa Margarita Formation. Diatomite tongues previously assigned to the Belridge Diatomite Member of the Monterey Shale, which accompany the sandstone and conglomerate in outcrop, are likewise in- cluded in the Santa Margarita Formation (pl. 1). In the subsurface, an arbitrary cutoff is drawn between the Santa Margarita Formation and the Belridge Diatomite Member. The term Belridge Diatomite Member is re- tained where diatomite predominates over the sandstone and conglomerate tongues (pl. 1). The total thickness of the Santa Margarita Formation, including the Potter Sand Member of Callaway (1962), is about 800 m in out- crop and about 1,500 m in the subsurface (Callaway, 1962) The Reef Ridge Shale of Callaway (1962) in the vicin- ity of the southern Temblor Range is a 45- to 27 5-m-thick brown diatomaceous shale that is present only in the sub- surface (Callaway, 1962; Pacific Section of AAPG-SEG- SEPM, 1968). This unit rests conformably on the Belridge Diatomite Member and Santa Margarita Formation and is unconformably overlain by the Etchegoin Formation (pl. 1). Kleinpell (1938) assigned a latest Miocene age (UMI-II) to the Reef Ridge Shale at its type locality (Dib- blee, 1973a), about 90 km northwest of the study area, and this age seems to apply to the Reef Ridge Shale as mapped by Callaway (1962) in the study area. Dibblee (1973a) suggested that the uppermost part of the Reef Ridge Shale could be early Pliocene in age; however this suggestion was based on a 9-m.y. Miocene-Pliocene bound- ary instead of the presently accepted 5-m.y. date (pl. 1). The Etchegoin Formation (Miocene and Pliocene) com— prises interbedded shallow marine sandstone, siltstone, claystone, and minor pebble conglomerate, rests uncon- formably on the Reef Ridge Shale and the Santa Mar- garita Formation, and is overlain unconformably by the San Joaquin and Tulare Formations. The Etchegoin For- mation is confined to the subsurface in the study area (pl. 2, sec. C—C’). The maximum thickness of the Etchegoin Formation in the study area is about 400 m. The San Joaquin Formation (Pliocene), consisting of marine gray claystone, siltstone, and fine-grained sand- stone, unconformably overlies the Etchegoin Formation. In the vicinity of the southern Temblor Range, the San Joaquin Formation is confined to the subsurface (pl. 2) and has a maximum thickness of about 400 m. Thick valley-fill deposits of the Tulare Formation (Pliocene and Pleistocene) rest unconformably on rock units ranging from the San Joaquin Formation in the subsurface to the McLure Shale Member on the eastern flank of the southern Temblor Range (pl. 1, pl. 2, sec. C-C'). WEST SIDE OF RANGE The upper Miocene and Pliocene rocks on the west side of the range consist of, from oldest to youngest, the shale and sandstone member of the Monterey Shale, Santa Margarita Formation, Bitterwater Creek Shale, and the unnamed marine and nonmarine sedimentary rocks unit (pl. 1). All of the above units, except for the unnamed marine and nonmarine sedimentary rocks unit, are recognized by Dibblee (1973a). The shale and sandstone member of the Monterey Shale is a 450-m-thick unit of interbedded white partly siliceous shale and light-gray, fine- to medium-grained sandstone. The Santa Margarita Formation uncomformably overlies the shale and sandstone member (Vedder, 1970; Dibblee, 197 3a,b) which unconformably overlies the Temblor For- mation. These unconformities are best shown along the Cochora Ranch anticline (fig. 7). The unconformity between the Santa Margarita For- mation and the shale and sandstone member of the Monterey Shale is marked by an angular discordance of as much as 40° along the flanks of the Cochora Ranch anticline (pl. 1; fig. 7 ). Presumably, this unconformity ex- tends to the east side of the range and separates the up- permost part of the McLure Shale Member from the Santa Margarita Formation (pl. 1). The allochthonous sheets of lower and middle Miocene shale were probably emplaced during this hiatus. The unconformity between the shale and sandstone member and the Temblor Formation is identified in the Neaves Petroleum Elkhorn No. 3 drill hole where the shale and sandstone member (early Mohnian Stage) rests within 35 m of rocks containing fauna of late Oligocene (Zemorrian Stage) age (pl. 1; table 1; fig. 7). The Gould Shale Member of the Monterey Shale (lower and middle Miocene) and the upper part of the Temblor Formation (lower Miocene) on the west side of the range seem to have been removed by erosion. This unconformity is probably STRAHGRAPHY 11 TABLE 1.—List of selected drill holes from southern Temblor Range and vicinity [See plate 1 for locations of drill holes] Total Map Year depth Location No. Drill hole drilled (meters) Section Township Range 1 Getty Oil Co. USL NO. l 1962 2195 3(SE1/N SW1/U) 318 218 2 British American Oil Co. Richfield-Dodds—Thomas No. l 1952 1512 10(Nw1/H NWl/U) 318 215 3 Getty Oil CO. DOdds-Thomas NO. 3 l951 2585 9(SW1/N SEl/u) 313 213 deepened 1961 and 1963 H Shell Oil CO. Weir NO. 30-6L 1968 357 22(SWl/U SW1/U) 31$ 22E 5 Chanslor-Canfield Midway Oil Co. No. l“ 1933 1151 35(sw1/u SW1/M) 313 223 6 Chanslor-Canfield Midway Oil Co. No. 16 1942 882 35(sw1/u SEl/u) 31$ 22E 7 Chanslor-Canfield Midway Oil Co. No. 25-1 19u2 1683 1(Sw1/H NEl/A) 328 22E 8 Continental Oil Co. Munsey USL-l 1950 2768 “(NEl/u SEl/u) 328 22E 9 Shell Oil CO. Ferris No. 1-A 1930 2U98 15(SW1/U NEl/U) 32$ 23E 10 Superior Oil Co. CWOD No. 58-21 1957 uu2i 21(SWl/U 351/”) 328 23E ll Richfield Oil Corp. Gonyer U.S. No. 78—31 1953 3N86 31(SEl/N SEl/M) 32$ 23E 12 Ohio Oil CO. Porter NO. 1 1951 11U5 30(NEl/U NEl/U) llN 24W 13 Richfield Oil Corp. Temblor Hills Unit No. 2-2 19““ 930 32(NEl/M NEl/U) 12N 25W 1” Neaves Petroleum Developments Neaves-Elkhorn No. 3 195“ 683 23(NWl/u SWl/N) 328 22E 15 Burrhus Munsey No. 1 1939 U6 17(NE1/U NEl/U) 328 22E l6 Colquitt Drilling Co. Colquitt No. 1 1951 280 7(NWl/u SEl/M) 32$ 22E 1? United and Foreign Oil Co. Panorama No. 2 1936 739 2(SW1/N NEl/u) 32$ 21E 18 Richfield Oil Corp. Temblor Hills Unit 1, NO. 1 1995 2883 36(sw1/u NEl/U) 318 218 19 Temblor Oil CO. NO. 1 1939 1209 22(NE1/4 351/”) 313 21B 20 Richfield Oil Corp. Temblor Hills Unit 2, No. l l9Hu—N5 1362 27(NE1/u SEl/U) 32$ 22E equivalent to the unconformities which bound the Gould Shale Member on the east side of the range (pl. 1). According to Vedder (1970), the shale and sandstone member contains foraminifers diagnostic of the Relizian (early Miocene) and Luisian Stages (middle Miocene), therefore making it correlative with the Gould Shale Member on the east side of the range. However, based on the common occurrence of the foraminifers Episto- minella gyroidinaformis and Valvulineria grandis in samples from the Neaves Petroleum Elkhorn No. 3 drill hole (table 1; sec. 23, T. 32 S., R. 22 E.) and in several outcrop localities, the authors interpret the shale and sandstone member to be early Mohnian in age (UM IV) (pls. 1 and 3). The latter interpretation suggests that the shale and sandstone member of the Monterey Shale is cor- relative with the lower part of the McLure Shale Member (formerly the McDonald Shale) on the east side of the range and that the reported early and middle Miocene foraminifers are reworked from older rocks (pl. 1). Fur- thermore this interpretation implies that equivalent units of the upper part of the McLure Shale Member and the interbedded Williams, Republic, and Leutholtz sandstones were either never deposited on the west side of the range or have been removed by pre-Santa Margarita erosion (pl. 1). Although improbable, the possibility exists that the shale and sandstone member is early through late Miocene in age and thus correlates with both the Gould Shale Member and the lower part of the McLure Shale Member. Simonson and Krueger (1942) assigned the name Santa Margarita Formation to the thick sequence of coarse— grained sandstone and granite conglomerate units ex- posed along the crest and west flank of the southern Temblor Range. The usage of Simonson and Krueger (1942) is retained by Dibblee (1973a). Shale and sandstone beds in the Santa Margarita Formation contain arena- ceous foraminifers, such as Cibicides conoideus, Discor— bis versntformis, Elphidium advenum, and Elphidium crispum (fax), and marine macrofauna, such as Ostrea titan, Pecten crassicardo, Lyropecten estrellanus (Con— rad), Pecten raymondi, and Astrodapsus margarittmus, that suggest a late Miocene age (“Margaritan” Provin- cial Molluscan Stage) (pl. 3). The maximum thickness of the Santa Margarita Formation is about 550 m. The Bitterwater Creek Shale (Dibblee, 1962; 1973a) is a white- to gray-weathering, silty, siliceous shale of marine origin With local interbeds of sandstone and shale-pebble conglomerate. According to Vedder (1970) and Dibblee (197 3a), the Bitterwater Creek Shale is probably correl- ative with the Reef Ridge Shale (late Miocene) in the sub- surface east of the range. At its type locality at the southernmost end of the study area (T. 11 N., R. 24 W.), the Bitterwater Creek Shale is as much as 70 m thick. A coarse-grained white-weathering arkosic sandstone with marine macrofauna, referred to in this report as an unnamed sandstone unit in the Bitterwater Creek Shale, intertongues with and replaces the white-weathering shale of the Bitterwater Creek Shale toward the northwest (pl. 1; fig. 8). The presence of Lyropecten cerrosensis Gabb suggests a late Miocene and Pliocene(?) age for the un- named sandstone unit in the Bitterwater Creek Shale (pl. 12 FIGURE 8.—Unnamed sandstone unit of the Bitterwater Creek Shale (NW1/4 sec. 7, T. 32 S., R. 22 E.) that is in fault contact with the Santa Margarita Formation on east (just outside left side of photograph). Numerous concretions (arrows) in sandstone beds are 0.25 to 0.5 m in diameter. View south. 3). The Bitterwater Creek Shale and its unnamed sand- stone unit rest unconformably on the Santa Margarita Formation (fig. 7; pl. 1) and are overlain unconformably by the unnamed marine and nonmarine sedimentary rocks unit (late Miocene) and the Paso Robles Formation (Pliocene (I) and Pleistocene) (pl. 1). The next highest stratigraphic unit combines two units mapped by Dibblee (1962, 1968): (1) the interbedded sand- stone and shale part of the now-abandoned Panorama Hills Formation of Dibblee (1962) with local marine mega- fauna indicative of a late Miocene age (“Jacalitos” Pro- vincial Molluscan Stage; Addicott, 1972; pl. 3) and (2) the nonmarine part of the Panorama Hills Formation which comprises green shale, coarse-grained sandstone, and granite conglomerate with local flow-banded felsite clasts (pls. 1 and 3). The marine part of the Panorama Hills Formation crops out primarily in the northeastern part of T. 32 S., R. 21 E. (pl. 1). Northwestward, the the marine part of the Panorama Hills Formation intertongues with, and is gradually replaced by, as much as 800 m of the non- marine part of the Panorama Hills Formation. Addi- tional mapping is required to establish the detailed facies relations of the marine and nonmarine parts of the Panorama Hills Formation. The combined marine and nonmarine parts of the Panorama Hills Formation—the unnamed marine and nonmarine sedimentary rocks unit of this paper—rests unconformably on the Bitterwater Creek Shale, the shale and sandstone member of the Monterey Shale, and the Santa Margarita Formation. Thick valley-fill deposits of the Paso Robles Formation (Pliocene (I) and Pleistocene) unconformably rest on the unnamed marine and nonmarine sedimentary rocks unit (pl. 1). FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA CREST OF RANGE Patches of granite- and marble—bearing conglomerate units assigned by Simonson and Krueger (1942) and Dib- blee (1973b) to the Santa Margarita Formation uncon- formably overlie allochthonous sheets of lower and mid- dle Miocene rocks and steeply dipping beds of the Gould Shale Member and the Temblor Formation along the crest of the southern Temblor Range. A small patch of con- glomerate, which comprises basalt boulders (SE 1/4 sec. 23, T. 31 S., R. 21 E.), also belongs to the Santa Margarita Formation. Marine macrofossils associated with the Santa Margarita Formation on the crest of the range indicate a late Miocene age (pl. 3; Simonson and Krueger, 1942). UPPER MIOCENE CONGLOMERATE AND SANDSTONE UNITS REPUBLIC SANDSTUNE The Republic sandstone crops out in three distinct channel-form pods encased in diatomaceous shale of the McLure Shale Member (pl. 1, secs. 12 and 13, T. 32 S., R. 22 E.; sec. 18, T. 32 S., R. 23 E.). The podlike, first- order sandstone bodies range from 1.2 to 2 km in width and 100 to 180 min thickness. Where exposed, the lateral boundaries of the sandstone pods are not steep, but pinch out gradually into diatomaceous shale (fig. 9). An isopach map by Callaway (1962) indicates that the Republic sand- stone in the subsurface is fan shaped with a northwesterly skewed outer perimeter. In strike section (NW-SE), the Republic sandstone in the subsurface is time transgressive toward the northwest (Callaway, 1962). In dip section (NE-SW), the Republic sandstone is wedge shaped (Callaway, 1962), decreasing in thickness northeastward over a distance of 3.5 km, from approximately 450 m at the surface to zero in the subsurface (Callaway, 1962). FIGURE 9.—First-order sandstone pod (northwest limb) in the Republic sandstone of local usage pinching out (defined by arrows) into diatomaceous McLure Shale Member of the Monterey Shale (sec. 13, T. 32 S., R. 22 E.). The dark specks at base of hill in lower center of photograph are cattle. View east. STRATIGRAP HY 1 3 FIGURE 10.—Normally graded bed of coarse-grained sandstone with granules and pebbles (division Ta of Bouma sequence) in the Republic sandstone of local usage overlain by horizontally laminated bed of medium- and coarse-grained sandstone (division Tb of Bouma sequence) (SE1/4 sec. 13, T. 32 S., R. 22 E.). Foraminiferal assemblages, recovered from interbedded and equivalent shale units, indicate a mixture of deep- water (upper bathyal) and shallow-water (middle to inner neritic) forms (pl. 3). The three first-order sandstone pods are composed of second-order, channel-form sandstone bodies as much as approximately 12 m thick. The width of the channel—form bodies cannot be determined. Sandstone beds in the second-order, channel-form units are light gray to tan, are arkosic, range from average to very thick, and almost always exhibit a normally graded base (division T0. of the Bouma sequence; Bouma, 1962) (fig. 10). The graded beds are most Visible in the coarse-grain sizes (that is, coarse- tail grading) and generally range from coarse-grained sandstone with granules and small pebbles at the base to medium- or coarse-grained sandstone at the top (pl. 4, sec— tions E and F). Individual graded beds range from 15 cm to 4.5 m thick, exhibit a sharp basal contact, and common- ly form amalgamated units with adjacent beds. Faint horizontally laminated, medium- to coarse-grained sand- stone beds (division Tb of the Bouma sequence) as much as 15 cm thick overlie nearly one-third of the observed graded beds (fig. 10). Locally, horizontally laminated siltstone and shale units (division Tep of the Bouma se- quence) cap divisions Ta and Tb. At one locality, division Tb is overlain by a thin, small-scale cross-stratified unit (division Tc of the Bouma sequence). Fining- and thinning- upward sequences are documented in section E (pl. 4) and in the Hale Canyon section of Webb (1981, fig. 7). Sec- tion F (pl. 4) is too incomplete to recognize such large- scale sequences. Rip-up clasts of diatomaceous shale appear near the middle of approximately 10 percent of the observed graded beds in the Republic sandstone. Granules and scat- tered pebbles accompanying the coarse-sand fraction of the graded beds consist of shell and granitic debris as much as 10.2 cm in diameter. The ubiquitous shells belong- ing to the genera Ostrea and Pecten generally are fragmented and abraded (fig. 11) or in a few cases are whole and well preserved. In Bouma sequence terminology, the outcrops of the Republic sandstone are predominantly composed of Ta and Ta,b beds, with Ta,ep and Ta,b,e beds appearing local— ly. According to the classification scheme of Walker and Mutti (1973), these beds are organized pebbly sandstones (Facies A4). Walker (1978) refers to such sandstone units as pebbly sandstones. Features, such as (1) a fan-shaped geometry, (2) fining- and thinning-upward sequences, (3) well-graded sand- stones characterized by Ta and Ta,b beds of the Bouma sequence, (4) thick channel-shaped pods, and (5) a mix- ture of shallow-water and deep-water foraminifers, suggest that the Republic sandstone was deposited in channels on the proximal part of a submarine fan com- plex. A detailed interpretation of the depositional environ- ment of the Republic sandstone will be presented in the depositional environments and sedimentary processes section. WILLIAMS SANDSTONE The Williams sandstone is characterized in outcrop by ribbonlike tabular sandstone bodies ranging from 3 to 75 m in thickness and 1 to 4 km in length (pl. 1, secs. 27, 28, and 33-35, T. 32 S., R. 23 E.). These first-order sand— stone bodies are light gray to tan, calcite cemented, fine to medium grained, and arkosic. The subsurface geometry of the Williams sandstone is fan shaped like the subsur- face geometry of the Republic sandstone except that the Width of the Williams sandstone is greater (Callaway, 1962). Callaway (1962) stated that “unlike the Republic, 14 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 11.—Normally graded bed in the Republic sandstone of local usage with a fragment of an Ostrea valve (SE1/4 sec. 13, T. 32 S., R. 22 E.). FIGURE 12.—Dish structures in a sandstone bed of the Williams sand- stone of local usage (sec. 34, T. 32 S., R. 23 E.). the Williams sandstone is not time transgressive.” However, judging from the outcrop pattern on Callaway’s figure 5 (1962) and plate 1 of this report, it appears that the younger first-order sandstone beds of the Williams are partly offset to the northwest with respect to the older first-order sandstone beds and thus are at least partly time transgressive. As in the Republic sandstone, associated shale in the Williams sandstone contains a mix- ture of microfauna indicative of upper bathyal to inner neritic water depths (pl. 3). Detailed measured sections in the Williams sandstone (pl. 4, sections C and D) indicate that several of the first- order, ribbonlike sandstone bodies consist of 13- to 26-m- thick sequences in which second-order sandstone beds progressively thicken upsection. For example, second- order sandstone beds in the 13-m-thick sequence 2 (sec- tion C, pl. 4) progressively increase in thickness from about 0.1 m near the base to approximately 1.2 m at the top. Also, in measured section C (pl. 4), each upward- thickening sequence has thicker beds than the preceding sequence. Sequence 4 in section C and sequence 1 in sec- tion D have sandstone beds which become progressively coarser grained upsection (pl. 4). One fining- and thinning- upward sequence was recorded in the middle of section D (pl. 4). The second-order sandstone beds in the Williams sand- stone are horizontally bedded, range in thickness from very thin to very thick, and internally are either massive or normally graded (pl. 4). The internally massive second- order sandstone beds tend to be concentrated near the pinched-out edges of the first-order sandstone bodies, whereas the graded beds appear to occupy the thicker parts of the first-order sandstone bodies (compare sections C and D in pls. 1 and 4). The internally massive sandstone units are fine to medium grained and range in thickness from several cen- timeters to less than 2 m; the thicker beds are commonly amalgamated and the thin beds are encased in diatoma- ceous shale. Locally, dish structures (fig. 12) and convolute bedding accompany these units. Dolomite and diatoma— ceous shale rip-up clasts, as much as 1.2 m in diameter, are common constituents in the internally massive second- order sandstone beds. These clasts, appear to be the most prevalent in the upper half of the sandstone beds. The normally graded sandstone beds (division Ta of the Bouma sequence) display coarse-tail grading that ranges from coarse- to medium-grained sandstone with scattered dolomite and shale rip-up clasts at the base to fine-grained sandstone near the top (pl. 4, sections C and D; fig. 13). Unlike the Republic sandstone, no obvious macrofossil debris is observed in the Williams sandstone. Individual graded beds are commonly amalgamated and vary in thickness from 15 cm to 2.1 m. The base of the graded beds is sharp and locally shows evidence of downcutting STRATIGRAPHY 1 5 FIGURE 13.—Sandstone bed in the Williams sandstone of local usage showing normally graded bed containing coarse-grained sandstone (division Ta of Bouma sequence), middle bed of horizontally laminated medium- to fine-grained sandstone (division Tb of Bouma sequence), and thinly laminated very fine crystalline dolomite bed at top (divi- sion Tep of Bouma sequence) (sec. 33, T. 32 S., R. 23 E.). and erosion (fig. 13). More than half of the graded beds in section D are succeeded by thin units of horizontally laminated fine-grained sandstone (division Tb of the Bouma sequence). Several of the horizontally laminated sandstone units contain flame structures. In addition, nearly one-third of the observed horizontally laminated beds are overlain by thin, small-scale, cross-stratified sandstone units typical of division To in the Bouma se- quence. Thinly laminated beds (division Tep of the Bouma sequence) of dolomite or diatomaceous shale locally cap the above-mentioned units (fig. 13). In Bouma sequence terminology, the Williams sand- stone is dominated by Ta, Ta,ep, and Ta,b beds with Ta,b,c, Ta,b,e, and Ta,b,c,e beds appearing locally. Accord- ing to the classification scheme of Walker and Mutti FIGURE 14.—Granite conglomerate of the Santa Margarita Formation on west side of southern Temblor Range (NW1/4 sec. 23, T. 32 S., R. 22 E.). Boulder in center of photograph is either granite or related plutonic rock. (1973), these sandstone beds belong in the categories of massive sandstone (with or without dish structures) (facies B) and the classical proximal turbidite (facies C). Walker (1978) referred to sandstones such as those found in the Williams sandstone as “massive sandstones” and “classic turbidites.” Features, such as (1) a fan-shaped geometry, (2) coarsening— and thickening-upward and fining- and thinning-upward sequences, (3) well-graded sandstones characterized by Ta, Ta,b, Ta,b,c and Ta,b,c,e beds of the Bouma sequence, (4) thick-bedded tabular units, and 5) a mixture of shallow-water and deep-water foraminifers, suggest that the Williams sandstone was deposited on the proximal part of a submarine fan complex. A detailed in- terpretation of the depositional environment of the Williams sandstone will be presented in the depositional environments and sedimentary processes section. SANTA MARGARITA FORMATION (WEST SIDE AND CREST OF RANGE) The Santa Margarita Formation on the west side and along the crest of the range is composed of granite con- glomerate, granite and flow-banded felsite conglomerate, and sandstone. Conglomerate far exceeds the sandstone, although part of this disparity results from the mapping practice of combining all but the thickest (>5 m) sandstone units with the conglomerate units. Clasts of granodiorite, quartz monzonite, and quartz diorite described by Huffman (1972) are the most com- mon components of the granite conglomerate (fig. 14). Ross (1979), using a different classification of granitic rocks, reported that the dominant clasts are coarse- grained biotite granite and peppery-textured biotite granodiorite that contain rare hornblende. The remainder of the clasts in the granite conglomerate are composed 16 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 15.—Granite and flow-banded felsite conglomerate of the Santa Margarita Formation on west side of southern Temblor Range (SE1/4 sec. 26, T. 31 S., R. 21 E.). Note light-colored flow—banded felsite cobble in center of photograph. predominantly of high-grade metamorphic rocks such as dark-gray, fine-grained mica schist, black amphibolite, and white, coarse-grained calcite and dolomite marble. Clasts of pelitic andalusite hornfels constitute less than one per- cent of the granite conglomerate but are Widespread and distinctive (Ross, 1979). Conglomerates, where marble and dark schistose clasts outnumber the granite clasts, are uncommon and for the sake of convenience are grouped with the granite conglomerate. The granite and flow-banded felsite conglomerate is similar to the granite conglomerate except that white, well-rounded, flow—banded felsite (Fletcher, 1967) and associated volcanic rocks largely replaced the high-grade metamorphic rocks as the subordinate clasts. At any given locality, the clasts are composed of as much as 10 per- cent of flow-banded felsite. Flow bands in the felsite are laminated to thinly laminated and vary from even parallel to wavy parallel to intricately folded and contorted (fig. 15). Turner and others (1970) dated the flow-banded felsite clasts (by radiometric means) at 23.5 Ma. Volcanic clasts associated with the flow-banded felsite clasts have an aphanitic to porphyritic texture and are red, gray, or green. Ross (1979) noted that the granite and flow-banded felsite conglomerate contains abundant boulders of relatively fresh hornblende-biotite granodiorite and tonalite, neither of which appear to be present in the granite conglomerate. The granite conglomerate is subdivided into two varieties on the basis of the presence or absence of ap- preciable amounts of clay-sized detritus in the sandy matrix. If the sandy matrix of a granite conglomerate is relatively free of clay detritus, as suggested by the light- gray, brown, or tan color of the weathered rock, the con- glomerate is called a granite conglomerate with sandy matrix. In contrast, if the sandy matrix of a granite con- glomerate contains a substantial quantity of clay-size detritus, as suggested by the green to greenish—gray color of the weathered rock, the conglomerate is called a granite conglomerate with argillaceous sandy matrix. Local red beds also are present in this lithologic type. The same ter- minology is applicable to the granite and flow-banded felsite conglomerate on the west side of the range, although only the argillaceous sandy matrix variety is recognized there. Another variety of conglomerate in the Santa Margarita Formation is a granite conglomerate with very large blocks and boulders. An argillaceous sandy matrix encloses the blocks and boulders. This conglomerate is limited to several small areas along the crest and west side of the range (pl. 1). Sandstone in the Santa Margarita Formation is large- ly coarse to medium grained and arkosic. A local medium- to fine-grained and silty variety of sandstone is referred to as a silty sandstone. Following the classification scheme of Walker (1975a, 1977) and Walker and Mutti (1973), most of the con- glomerate on the west side of the range is disorganized conglomerate (Facies A1); well-bedded and normally graded conglomerate (Facies A2) appears only locally. These conglomerates could also be classified as matrix- supported beds with minor clast—supported conglomerate (Walker, 1978). Most of the sandstone is classified as massive sandstone without dish structures (Facies B2) and disorganized pebbly sandstone (Facies A3) (Walker and Mutti, 1973), or as pebbly and massive sandstones (Walker, 1978). A few sandstone units are classified as organized pebbly sandstone (Facies A4) (Walker and Mutti, 1973). The seven major lithologic types of the Santa Margarita Formation are grouped into four informal members, iden- tified in ascending order as members A through D (pl. 1). Each member on the west side of the range is bound by unconformities (pl. 1). Several of the major lithologic types, such as sandstone and granite conglomerate with sandy matrix appear in more than one member (pl. 1). These members fulfill all the criteria of formal members but are assigned informal status because of their limited aerial extent and because of the authors’ desire to resist the proliferation of stratigraphic names. A partly restored stratigraphic diagram summarizes the important relations among major lithologic types, members, and depositional environments of the Santa Margarita Formation (fig. 16). The Santa Margarita Formation on the west side of the range is composed of subaerial and subaqueous deposits of coalesced fan deltas (fig. 16). A fan delta, as defined by Holmes (1965) and McGowen (1970), is an alluvial fan that has prograded into a standing body of water. The Santa Margarita fan deltas prograded eastward from a granitic source near the San Andreas fault into a marine STRATI GRAPHY 1 7 environment where water ranged in depth from inner neritic to upper bathyal. These fan deltas, and the sub- marine canyons that cut them, fed the Santa Margarita submarine-fan complexes now located on the east side of the range (fig. 16). A detailed interpretation of the deposi- tional environment of the Santa Margarita Formation on the west side of the range will be presented in the deposi- tional environments and sedimentary processes section. MEMBER A Member A of the Santa Margarita Formation, com- posed of poorly exposed friable silty sandstone and a local granite conglomerate with sandy matrix, is confined to the south end of the study area near Bitterwater Creek (secs. 19, 20, and 29, T. 11 N., R. 24 W.; pl. 1, fig. 16). This member rests unconformably on the shale and sand- stone member of the Monterey Shale near the core of the Bitterwater Creek anticline (fig. 17) and is unconformably overlain by member B of the Santa Margarita Formation. The unconformity between member A and the shale and sandstone member is obvious because of the angularity of the contact. The unconformity between members A and B is less obvious but is supported by the converging out- crop patterns of members A and B, and by the fact that the shale and sandstone member is also overlain uncon- formably by member B (fig. 17). The thickness of member A in the outcrop is about 150 m. The friable silty sandstone is medium to fine grained, yellow buff, and calcite cemented. Shale chips scattered around the entrances of modern rodent burrows indicate that the sandstone is locally interbedded with silty shale. Bedding features have not been identified because of poor- ly exposed outcrops. A 2- to 15-m-thick lenticular granite conglomerate with sandy matrix that has cut locally into the underlying shale and sandstone member is located near the base of member A. To the northwest, the granite conglomerate pinches out into the silty sandstone, and southward the conglomerate abuts an east-trending fault (pl. 1, fig. 17). The granite conglomerate is thick bedded and contains boulders—as much as 1 m in length—of granite, marble, and dark schistose rocks that are ran- domly set in a sandy matrix. No fossils were noted in member A. Member A was probably deposited on the subaqueous part of a fan delta (fig. 16). MEMBER B The southernmost exposures of member B are asso- ciated with member A in the Bitterwater Creek area, approximately 10 to 15 km from the main body of the Santa Margarita Formation (pl. 1; fig. 17). Member B rests with angular discordance on the highly deformed shale and sandstone member in the core of the Bitter- water Creek anticline and, as previously mentioned, on member A (fig. 17). On the basis of stratigraphic relations observed in the main body of the Santa Margarita For- mation and on Dibblee’s (1973a) recommendation, member B is interpreted to be unconformably overlain by the Bitterwater Creek Shale (fig. 17). Member B in the Bitterwater Creek locality is char- acterized by brown-weathering, thick horizontally bedded, boulder- to cobble-sized granite conglomerate with sandy matrix and thin interbeds of coarse- to medium-grained sandstone. Local interbeds of diatomaceous shale also are present in member B. Most of the thick, horizontal con- glomerate beds are internally massive, and clasts are largely supported by the sandy matrix. Channel-form units as much as 3 m thick are common. In one locality, flute casts are associated with the base of a channel-form unit. Clasts in member B are subangular to subrounded and attain a maximum length of about 1 m. Clasts of brown diatomaceous shale, probably from the Monterey Shale, are commonly mixed with the granite and high- grade metamorphic clasts. Both intact and fragmented marine macrofossils of the genera Ostrea and Pecten are common and suggest a late Miocene age (“Margaritan” Provincial Molluscan Stage) (pls. 1 and 3). Those diatoma- ceous shales that were sampled for foraminifers were found to be barren. The thickness of member B in the southernmost part of the study area is about 400 m (figs. 16 and 17). The most widespread outcrops of member B on the west side of the range are found along the flanks of the Cochora Ranch anticline (pl. 1; fig. 16). Here, about 500 m of member B unconformably overlies the shale and sand- stone member and is unconformably overlain by the Bitterwater Creek Shale and members C and D of the Santa Margarita Formation (pl. 1; fig. 16). Unconformities between members are best developed along the crests and flanks of anticlinal structures, which have undergone repeated episodes of structural growth. Although difficult to document, these unconformities probably extend into the intervening synclines. The unconformity between member B and the shale and sandstone member of the Monterey Shale is well exposed along the northeast flank and northwest-plunging nose (northern prong) of the Cochora Ranch anticline (figs. 7 and 18). The angular discordance between member B and the shale and sandstone member is commonly 20° to 30°, but locally may be as much as 50° (SE1/4 sec. 15, T. 32 S., R. 22 E.) (fig. 7). In the northern prong of the Cochora Ranch anticline, tightly folded and pervasively sheared rocks of the shale and sandstone member are overlain un- conformably by silty sandstone of member B (SE1/4 sec. 6, T. 32 S., R. 22 E.) (fig. 18). Member B is not as intensely deformed as the shale and sandstone member but exhibits 18 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA EXPLANATION INTERPRETED umorocv osscnrpnom Eggggggn‘g‘rgw 9, NW 0:” g, Granite conglomerate With very large blocks and L" 'L ' boulders is sandy matrixunstranned METERS '/~ ‘ 5': Granlle conglomerale wrln argrllaceous sandy malnx a E 500 g . . , . 7 " (orackdots indicate granlle andllow-bandedlel- g a 3 .» . . Eggsmnglomerate) poorly shamed Local red g g Member D _ " Arfifizfiry: / 003;; “a Granite and How-banded lelsrle conglomerate min 8 r (: Potter Sand Member » . - » -. » ° ° sandy rnatnx‘rnoderalely stranlred m S of Reef Ridge Shale —. . x L - e 3% as mapped by . . ‘i't‘: s : no " Granite conglomerate wrlh sandy matnx poorly to 5“ U) . r‘w’mgk \‘Tflg . ‘. e #1 moderately Slfalllled, local cnannels Mollusks. m .D Callaway. l 962) 15—“— — "iii? _ — V .. . 732' Member C Pecien and Osvrea common (/3) _ - 3° 0. Ilm A . ...__._ 9 Sandslone, poorly to moderately swarmed Local METERS Tulare Formation channels Mollusksiecten and Osrrea cornrnon . > . > .1 ‘ . . ,NN : Silly sandstone, wellrsrvamled l Cnannelrlorm granite conglomerate wrth sandy mar tux, moderately stratrhed Mollusks. Peclen and Osirea common M_" ‘\ f 500 Subaquenus rmanne} Submarine Canyon I . ChanneHorrn granite conglomerale wnn sandy ma~ lnx and arru M (black dols indicate granite and flowbanded lelsne conglomeratewrm sandy matnx)‘ moderately slvalrlred Submanna «an channels Sub/name Ian Basm and slope Dialomrte and diatomaceous shale. well-strained Quaternary Arbitrary limit . . ' alluvium 'f: :- ‘ , ,- ' o.. . — — ? Cornea-Dashed where approximately located. que- nedwhere uncertain Lines heavy between mem- bers in loo SQCIlOHS East side of Temblor Range r_ as-“ .. —— FaulliAnows indicate dllECl'OV‘ o! rerawe movement V—v +£— Annclrne~snowrng plunge W‘NV‘ Unconlovmrty—Broken where uncertain O 1 I 1 I 15 KILOMETERS APPROXIMATE SCALE McLure Shale Member (of Monterey Shale) ( f N m 9 W as 05 'METERS O _ . . 5 Unnamed marine and nonmanne sedimentary rocks «r w E 500 VVVVMVMVMvVvVJ l9< oo°s° $ 0° D e. a 0 ~— ° foo °5 $3060 O°o<°° 3° 0 «5‘7” °s°°°° Q 0" w occfa ”was“ 000025?) MemberD E °°°°O°S (”5°00 Oooa’Oos (I) g 0 W “My“MMMMMMM i ‘6 (D L Present-day 8 ME1BEF-ls Srgsion surface 4TH??? Merlnber D g Up 0 $555226sz geeky ~—.-, .A w \.—E s I Down RECRUIT PASS FAULT 500 METERS Present-day erosion surface S'n‘e and sandslone member . lo! Momerey Share) 0 w LONE ANTICLINE ‘ l 7 SAN ANDREAS FAULT FIGURE 16.—Important relations among major lithofacies, members (A,B,C,D), and depositional environments of the Santa Margarita soft-sediment deformation structures and multiple generations of rehealed fractures, suggesting that at least part of its deposition was synchronous with the structural growth of the anticline. Well-defined unconformities within member D near the northern prong of the Cochora Ranch anticline attest to the complex relation between structural evolution and Santa Margarita sedimentation (fig. 18). The uppermost of these unconformities, overlain by a mildly deformed conglomerate, beveled the faulted core of the anticline increasingly greater distances from the source terrane. Areas with containing member B and the highly deformed shale and sandstone member (fig. 18). An unconformity between members B and D is also inferred from the outcrop pat- tern associated with the southern prong of the Cochora Ranch anticline where relatively flat lying conglomerate and sandstone in member D rest on southwest-dipping conglomerate beds of members B and C (center sec. 7, T. 32 S., R. 21 E.) (fig. 18). On the crest of the range, east of the Recruit Pass fault, large patches of member B rest unconformably on steep- STRATIGRAPHY 19 'A‘rb‘iil rar_y " Reef Rldg I-Shale'v Mérfibéf'o ., Tulare Formation McLure Shale Member (of Monterey Shale) Up RECRUIT PASS FAULT Down COCHORA RANCH ANTICLINE Billerwater Creek Shale a o n "o oaoouas,a o Shale and sandstone member = (of Monterey Shale) SAN ANDREAS FAULT Shale and sandstone member (of Monterey Shale) 12km = _. ‘— Formation. Each panel is drawn approximately along depositional strike. Panels, from bottom to top of diagram, are located at no pattern represent missing section or lack of evidence for section. 1y dipping to overturned beds of the lower Miocene part of the Temblor Formation (pl. 1; fig. 7). The unconformity between members B and C is not as well documented as the other unconformities in the Santa Margarita Formation. The most favorable evidence for this unconformity comes from the plunging noses of the Lone Tree anticline where sandstone beds mapped as member B seem to be unconformably overlain by member C (fig. 19). Moreover, member B may subcrop beneath member C along the flanks of the Lone Tree anticline (fig. 19). Farther up the flanks and on the crest of the anticline, member C rests unconformably on the shale and sand- stone member of the Monterey Shale (fig. 19). The proposed unconformable relation between member B and the Bitterwater Creek Shale is based on a 10° to 15° angular discordance between these units near Cochora Ranch (fig. 7). Rocks composing member B on the west flank of the Cochora Ranch anticline differ significantly from equiv- alent rocks on the east flank of the anticline. Member B 20 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA R24W , BITTERWATER CREEK ANTICLINE SW METERS 1000 - SEA LEVEL 500 J o._5 J KILOMETER NE' A ///(/Ear|y)// ///:(/ (Early) / // . \ ’ /( AI BITTERWATER CREEK ANTICLINE ##Afi _ Ohio Porter RECRUIT Tsma / 4 (Late)/ , /' ,/ I (oi—I FIGURE 17.—Geologic map and cross section (A—A’) of Bitterwater Creek anticline and adjacent area. STRATIGRAPHY 21 EXPLANATION FOR FIGURES 17-19 (Not all geologic units and symbols are included on each figure) Alluvium (Quaternary) Unnamed marine and nonmarine sedimentary rocks (Pliocene) Bitterwater Creek Shale (Miocene)— Unnamed sandstone unit Santa Margarita Formation (Miocene)— Member D Unit 4—Predominantly conglomerate Unit 3— Sandstone and subordinate conglomerate Conglomerate and subordinate sandstone Unit 2—Predominantly conglomerate Unit 1— Sandstone and subordinate conglomerate Conglomerate and subordinate sandstone Member C Member B Unit 2—Predominantly conglomerate Unit 1— Silty sandstone and subordinate conglomerate Conglomerate and subordinate silty sandstone on the west side of the anticline consists almost entirely of granite conglomerate with argillaceous sandy matrix, contains no mappable sandstone units, and lacks silty sandstone units (figs. 7, 16, and 18; pl. 1). In contrast, member B on the east side of the anticline consists of granite conglomerate with sandy matrix, sandstone, and silty sandstone. The granite conglomerate with sandy matrix, sand- stone, and silty sandstone of member B on the east side of the anticline are arranged in thick northwest-facing in- Member A—Predominantly sandstone Member A—Predominantly conglomerate Monterey Shale (Miocene)— Shale and sandstone member Temblor Formation (Miocene and Oligocene) Upper part (Miocene)—Contains Saucesian micro- fossils Lower part (Miocene and Oligocene)—Contains Zem— orrian microfossils — -- Contact—Dashed where approximately located -’w—:—:-~ Fault—Bar and ball on downthrown side; dashed where approximately located; dotted where con— cealed. Barb on upthrown side of thrust fault. Arrows in cross section indicate direction of relative movement ——I— Anticline —+— Syncline WW? Unconformity—Queried where uncertain Strike and dip of beds 4-9 Inclined 4:5 Overturned 1 f, Oil stain <> Drill hole A—A' Line of cross section clined packets that resemble large-scale, low-angle cross- stratification (pl. 1; fig. 16). In NE1/4 sec. 15, T. 32 S., R. 22 E., a 100- to 200-m-thick channel-form unit contain- ing conglomerate and sandstone has cut into the large- scale cross-stratified units (pl. 1; figs. 2 and 16). The channel-form unit terminates abruptly to the northwest against silty shale. The resultant channel margin is steep, northeasterly oriented, and, owing to the composite nature of the channel fill, shaped like large stair steps (figs. 2 and 16). Much of the granite conglomerate and 22 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA R22E 8—4 1 KIL'OM‘E‘TER“ I COCHORA RANCH ANTICLINE COCHORA RANCH ANTICLINE NE 3;” (SOUTHERN PRONG) (NORTHERN PRONG) A. r—’% r—’ ‘—'fi 1ooo 1“Tsmb1 FAULT ' 500 \ x N" W >39): ,_ § 2 mar a Bag/ , SEA //\:t\\l:\§f7> \ LEVEL m /\2\ /‘<\m FIGURE Iii—Geologic map and cross section (A—A') of northern and southern prongs of Cochora Ranch anticline and adjacent area. For explanation of map units and symbols refer to figure 17. STRATIGRAPHY R21E 1 KILOMETER 4 METERS LONE TREE ANTICLINE 1000- F7 7E ,A 77W‘fi RECRUIT Tsmd /Tsmc Tsmd FAULT SEA LEVEL FIGURE 19.—Ge010g’ic map and cross section (A-A') of Lone Tree anticline and adjacent area. For explanation of map units and symbols refer to explanation for figure 17. 23 24 FIGURE 20.—Granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline (NW1/4 sec. 23, T. 32 S., R. 22 E.). Note massive beds and matrix- supported clasts. subordinate sandstone in the channel-form unit consists of timing and thinning-upward sequences ranging from 14 to 22 m in thickness (pl. 4, section A). Granite conglomerate with sandy matrix in member B is composed of tan-weathering, thick to very thick parallel strata. Stratification is poor to moderate, depending on the abundance of intercalated sandstone beds. Most of the parallel conglomerate beds are internally massive (figs. 14 and 20) but locally are normally graded and inverse to normally graded, particularly in the thick channel-form unit (pl. 4, section A). Many of the conglomerate beds ex- hibit a sharp, erosional base. The clasts are poorly sorted cobbles and boulders. The vast majority of the clasts are subangular to subrounded, but very well rounded clasts are found locally, such as in NE1/4 sec. 25, T. 32 S., R. 22 E. The largest boulder is about 5.5 m in length (fig. 21). Most of the conglomerate clasts are supported in a poorly sorted, friable matrix composed of sand and subor- dinate granules, pebbles, silt, and clay (figs. 14 and 20). Three samples of the conglomerate matrix contained 3 to 6 weight percent clay (fig. 22, samples A, B, and D). The samples, typical of the matrix as a whole, were medium brown to yellowish tan and calcite cemented. Locally, however, the granite conglomerate contains a greenish-gray-weathering matrix with a higher clay and silt content. For example, sample C (fig. 22) has a clay content of 7 weight percent. The conglomerates with a higher clay and silt content are mapped as granite con- glomerate with argillaceous sandy matrix (pl. 1). The sandstone on the east side of the Cochora Ranch anticline is tan to yellowish tan, calcite cemented, coarse to medium grained, arkosic, and as much as 120 m thick (pl. 1; fig. 23). The majority of the sandstone units con- sist of medium to thick horizontal beds that internally are either massive or normally graded (pl. 4, section B; figs. FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 21.—Isolated boulder, measuring 5.5 min length, from granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline (center sec. 15, T. 32 S., R. 22 E.). 24 and 25). Zones of differential cementation locally im- prove the stratification. Overall, the stratification is moderate to poor. The beds are amalgamated and display sharp, locally scoured bases. Beds that are graded change upward from coarse-grained sandstone with granules and pebbles to fine- and medium-grained sandstone (pl. 4, sec- tion B; fig. 25). Channel-form conglomerate is locally interbedded with the sandstone. A channel—form sand- stone contains large-scale, low-angle cross-stratification normal to the channel margin at one locality. Abundant Ostrea and Pecten shells, both whole and fragmented, are found in the conglomerate and sandstone (pl. 4, sections A and B; figs. 24 and 26). Ostrea titan shells are found in apparent growth position in a 1-m-thick bed at section B (pl. 4). The marine mollusks, plus the sparse, arenaceous foraminifers from adjacent thin siltstone and silty shale beds, could tolerate water depths no deeper than inner neritic (pl. 3; Vedder, 1970). Fossils collected from member B (pl. 3) indicate a late Miocene age (“Margaritan” Provincial Molluscan Stage; probably late Mohnian Foraminiferal Stage). Silty sandstone, the third main lithologic type in member B, occupies a narrow outcrop band on the east flank of the anticline (pl. 1; sec. 9 and 10, T. 32 S., R. 22 E.). Yellowish-tan-weathering, friable, calcareous, coarse- to fine-grained silty sandstone characterizes this unit, which also includes interbeds of very fine grained sand- stone, siltstone, and shale. Well-defined thin to laminated horizontal stratification distinguish this unit from most other units in member B (fig. 27). Solitary burrows ap- pear locally. A 6- to 10-m-thick bed containing cobbles and boulders of granite, marble, and dark schistose rocks crops out almost continuously for about 5 km along the base of the silty sandstone. Cobbles and boulders are very well rounded and suspended in a clean, coarse-grained sandstone matrix near the northwest extremity of this bed (fig. 28). A thick-bedded, coarse—grained sandstone unit as much as 60 m thick is found between the silty sand- stone and the basal conglomerate bed (pl. 1). Foraminifers collected from the silty sandstone several hundred meters STRATIGRAPHY 25 Sand Silt Clay Pebble Granule Very Coarse [Medium] Fine Yifigy Coarse I Mediuml Fine [ mg Coarse Medium Fine fig 100" coase'llv"' . 1....v. ....'.i V . ‘ CCIO F G A H 008 i C 75- _ '— Z J 8 I G LIJ 0. l— E m E g 50- a Z is" K G E 002 c D 8 B E H D F 25' J _ l E 00‘ 1 0‘1”. ' i 0.01“ A 0.001 GRAIN DIAMETER, IN MILLIMETERS -é-é-i0iéé456789101112 GRAIN DIAMETER, IN PHI UNITS FIGURE 22.—Grain-size distribution curves from selected conglomerate matrix and sandstone samples in the Santa Margarita Formation. All samples except CCZ, CCB, and 0010 are located on plate 1. Member B samples: A, B, C, D, and E; member C samples: F, G, and H; member D samples: I, J, and K; member B samples from Crocker Canyon on east side of range (Webb, 1981): 002, 008, and 0010. west of the channel edge indicate upper bathyal water depths and a late Miocene age (pl. 3). No macrofossils were observed in the silty sandstone. The granite conglomerate with argillaceous sandy matrix on the west side of the anticline is a greenish-gray- weathering, poorly stratified unit, which is more dis- organized than the equivalent conglomerates on the east side of the anticline. Locally, thin red beds are present in this lithofacies. The bedding is thick to very thick, parallel, and indistinct. All observed beds were internal- ly massive (fig. 29) except for one 0.6-m—thick bed that was inverse to normally graded. Thin discontinuous sand- stone beds locally make stratification more visible, but thick, massive to normally graded sandstones with marine megafossils, such as those on the east flank of the anti- cline, are absent. The greatest concentration of sandstone 26 FIGURE 23.—Sandstone in member B of the Santa Margarita Forma- tion along east flank of Cochora Ranch anticline (SE1/4 sec. 15, T. 32 S., R. 22 E.) showing thick parallel beds. Yucca stalks in left foreground of photograph are 2 to 2.5 m in height. interbeds on the west flank of the anticline is found in NE1/4 sec. 17 and SW1/4 sec. 16, T. 32 S., R. 22 E. This conglomerate and sandstone sequence is mapped as granite conglomerate with sandy matrix (pl. 1; fig. 18). The clasts are similar in shape, degree of sorting, com- position, and maximum size to the clasts on the east flank of the anticline. However, on the basis of measurements to be presented later in the text, the average clast size appears to be slightly larger on the west side of the anti- cline than on the east side. Most of the cobbles and boulders are supported by a sandy, greenish-weathering matrix. One sample, which seems to be typical of the matrix as a whole, contained 7 weight percent clay (fig. 22, sample E). The sandstone in member B that crops out at the ex- tremities of the Lone Tree anticline is massive, pebbly, FIGURE 24.——Sandstone in member B of the Santa Margarita Forma- tion along east flank of Cochora Ranch anticline (SE1/4 sec. 15, T. 32 S., R. 22 E.) showing thick parallel beds and Pecten and Ostrea shell fragments. Strata dip to right. FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA and coarse grained. The pebbles are well rounded, as much as 5 cm in length, and composed of granite and black chert. Except for the smaller size of the clasts, this mature clast suite is similar to the clast suite in the conglomerate pods interbedded with the silty sandstone unit on the east flank of the anticline (fig. 28). Brown shale beds 2 to 5 cm thick are commonly interbedded with the coarse- grained sandstone. Carbonaceous plant fragments and sponge spicules are observed in this part of member B (pls. 1 and 3). Member B on the west side of the Cochora Ranch anti- cline was deposited primarily on the subaerial part of a fan delta (alluvial fan), whereas member B on the east side of the anticline and in the Bitterwater Creek area was deposited on the subaqueous part of a fan delta (fig. 16). The large channels that cut the fan delta deposits on the FIGURE 25.—Sandstone in member B of the Santa Margarita Forma- tion along east flank of Cochora Ranch anticline (SE1/4 sec. 23, T. 32 S., R. 22 E.) showing normally graded pebbly sandstone beds. Strata dip away from observer. End of hammer for scale. STRATIGRAPHY 27 FIGURE 26.——Pecten shells in sandstone of member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline (SE1/4 sec. 15, T. 32 S., R. 22 E.). east side of the anticline are interpreted as submarine canyons (fig. 16). MEMBER C Member C is almost continuously exposed in a narrow 7 -km-long fault block containing the Lone Tree anticline and probably the northernmost end of the southern prong of the Cochora Ranch anticline (pl. 1). A down-to-the-east normal fault, which merges northward with the Recruit Pass fault, bounds the east side of the block and juxta- poses member C against member D; the west side of the fault block is overlapped by the unnamed marine and non- marine sedimentary rocks unit. The southern half of the fault block is a horst whose west side places member C in fault contact against the unnamed marine and non- marine sedimentary rocks unit and white-weathering beds of the unnamed sandstone unit of the Bitterwater Creek Shale (fig. 30). Member C thins from a maximum thickness of 300 to 400 m in the horst block to a thickness of 200 to 300 m at the north-plunging nose of the Lone Tree anti— cline (pl. 1; fig. 19). A reduced section of member C in NE1/4 sec. 34, T. 32 S., R. 22 E. suggests that member C also thins southward from the horst-block locality (pl. 1; fig. 16). Along the 7-km-long fault block, member C rests un- conformably on the shale and sandstone member of the Monterey Shale and member B and is unconformably overlain by member D and the unnamed marine and non- marine sedimentary rocks unit (figs. 18 and 19). The un- conformity between member C and the unnamed marine and nonmarine sedimentary rocks unit is marked along the southwest flank of the Lone Tree anticline by an angular discordance of 10° to 20° (pl. 1; fig. 19). The con- tact between member C and the unnamed marine and non- marine sedimentary rocks unit is difficult to locate because, except for the better stratification and the general paucity of conglomerate beds in the unnamed w, FIGURE 27.—Very thin bedded to laminated silty sandstone in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline (SE1/4 sec. 6, T. 32 S., R. 22 E.). 28 FIGURE 28.—Lens of granite conglomerate with sandy matrix contain- ing very well rounded clasts. Conglomerate is located near base of silty sandstone in member B of the Santa Margarita Formation, east flank of Cochora Ranch anticline (SE1/4 sec. 6, T. 32 S., R. 22 E.). sedimentary rocks, these units are lithologically similar. The unconformity between members D and C is best ex- pressed in SW1/4 sec. 6 and NW1/4 sec. 7, T. 32 S., R. 22 E., where gently southwest dipping sandstone beds of member D overlie steeply southwest dipping con- glomerate beds of member C (pl. 1; fig. 18). Steep dips (60° to 70°) recorded in member D in SE1/4 NW1/4 sec. 7, T. 32 S., R. 22 E., are interpreted to have been caused by the nearby down-to—the-east normal fault (pl. 1; fig. 18). Member C is also well exposed in a 1.5-km-long horst block adjacent to the Elkhorn Plain (pl. 1). The strata in this horst block dip 70° to 80° southwestward, contain an intramember unconformity, and attain a maximum thickness of 400 m (pl. 1; fig. 31). In another fault-bounded block approximately 2 to 3 km south of this locality, member C is about 100 to 200 m thick, thus supporting FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 30.—Granite and flow-banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita For- mation faulted against east—dipping sandstone beds of the Bitterwater Creek Shale (left side of photograph) (NW1/4 sec. 7, T. 32 S., R. 22 E.). Note west-dipping cobble and boulder trains that define stratifica- tion in member C at this locality (lower right of photograph). Fault defined by arrows. Bush in left foreground is approximately 1 to 1.5 m in height. View north. southward thinning suggested by the outcrops of member C along the southwest flank of the Cochora Ranch anti- cline (pl. 1). In the fault slivers adjacent to the Elkhorn Plain, member C rests unconformably on member B and is un- conformably overlain by the Bitterwater Creek Shale (pl. 1). The unconformity between members B and C is based on the angular disparity between southwestward—dipping beds of member B and more gently dipping overlying beds of member C in SW1/4 sec. 16, T. 32 S., R. 22 E. (pl. 1). The unconformity between member C and the Bitterwater Creek Shale is recorded by a pronounced angular discord- ance in NE1/4 sec. 18, T. 32 S., R. 22 E. (pl. 1). FIGURE 29.—Granite conglomerate with arg‘illaceous sandy matrix in member B of the Santa Margarita Formation, west flank of Cochora Ranch anticline (NE 1/4 sec. 17, T. 32 S., R. 22 E.). Note massive deposit and matrix-supported clasts. FIGURE 31.—Granite and flow-banded felsite conglomerate in member C of the Santa Margarita Formation in fault block adjacent to Elkhorn Plain (NE1/4 sec. 18, T. 32 S., R. 22 E.). Protruding rock is approx- imately 8 m in height. View north. STRATIGRAPHY 29 FIGURE 32.—Granite and flow-banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita For- mation, west side of southern Temblor Range (SE1/4 sec. 26, T. 31 S., T. 21 E.). Note massive deposit and matrix-supported clasts. Green-weathering granite and flow-banded felsite con— glomerate with argillaceous sandy matrix is the dominant lithologic type in member C. Included in this unit is green, argillaceous, coarse-grained, pebble- and cobble-bearing sandstone. The conglomerate and associated sandstone exhibit thick to very thick, faint parallel beds (fig. 32). Discontinuous boulder and cobble trains, thin layers of pebbles and granules, and green and red claystone laminae help to define the faint stratification in many localities (fig. 30). The clasts are generally poorly sorted pebbles, cobbles, and boulders. The vast majority of clasts are subangular to subrounded, but locally they are very well to moderately rounded. The largest boulder is about 0.9 m in length. The clasts are randomly distributed and supported in a dark-green, poorly sorted, argillaceous, FIGURE 33.—Granite and flow‘banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita For- mation, west side of southern Temblor Range (SW1/4 sec. 6, T. 32 S., R. 22 E.). Note poorly to moderately stratified thick parallel beds. Boulder in center of photograph is approximately 0.33 m in length. View north. FIGURE 34.—Granite and flow-banded felsite conglomerate with argillaceous sandy matrix in member C of the Santa Margarita For- mation (underlying bed), west side of southern Temblor Range (SW1/4 sec. 6, T. 32 S., R. 22 13.). Note the overlying massive clast-supported conglomerate is in sharp contact with underlying massive matrix— supported conglomerate that contains numerous shale clasts. Sunglasses for scale. coarse-grained sandstone matrix whose color is largely caused by abundant clay— to sand-sized biotite flakes. Three samples, which are typical of the matrix as a whole, contained from 7 to 13 weight percent clay (fig. 22, samples F, G, and H). Fossils are conspicuously absent from all the lithologic types in member C. A reddish- to greenish-brown-weathering, moderately well stratified variety of granite and flow-banded felsite conglomerate with argillaceous sandy matrix is found in the 1.5-km-long horst block adjacent to the Elkhorn Plain (figs. 18 and 31) and in a small outcrop at the south end of the 7-km-long fault block (pl. 1, SW1/4 sec. 6, T. 32 N., R. 22 E.). This conglomerate has thick, horizontal beds that are internally massive; locally the thick beds are intercalated with thin and medium horizontal beds. The clasts are very well- to well-rounded pebbles and cobbles. The largest boulder is about 0.6 m in length. Most of the clasts are supported in a coarse-grained argillaceous matrix (fig. 33), but locally the clasts are tightly packed and supported by adjacent clasts (fig. 34). Member C was deposited on the subaerial part (alluvial fan) of a fan delta (fig. 16). MEMBER D Member D is continuously exposed in a narrow belt ex- tending from the northern prong of the Cochora Ranch anticline to the north limit of the study area (pl. 1). Large, irregular patches of Santa Margarita conglomerate and sandstone on the crest of the range are also included in member D, except for a basalt-boulder conglomerate, mapped with member C (pl. 1). A 300- to 400-m-thick sec- tion of conglomerate and sandstone, preserved in a syncline between the northern and southern prongs of the 30 Cochora Ranch anticline, is the thickest and most com- plete section of member D (pl. 1; figs. 16, 18, and 35). As cited earlier, member D rests unconformably on member C, member B, and the shale and sandstone member of the Monterey Shale (pl. 1; figs. 16, 18, and 19). Unconformable relations also exist between the isolated outcrops of member D along the range crest and steeply dipping to overturned beds of the underlying Temblor Formation (pl. 1; fig. 16). Furthermore, well-exposed un- conformities within member D—marked either by the thinning or removal of mappable conglomerate and sand- stone units—are found along the crest and flanks of the northern prong of the Cochora Ranch anticline (fig. 18) demonstrating the strong interaction between tectonism and Santa Margarita sedimentation. Member D is uncon- FIGURE 35.—-Part of a thick section of granite conglomerate with sandy matrix and sandstone in member D of the Santa Margarita Forma- tion (SW1/4 sec. 7, T. 32 S., R. 22 E.). Contact between conglomerate and underlying sandstone indicated by arrows. Vertical distance from terrain in lower right corner of photograph to hilltop is approximate- ly 60 m. View north. FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA formably overlain by the unnamed marine and nonmarine sedimentary rocks unit along the northern third of the Santa Margarita outcrop belt (pl. 1; Fletcher, 1962, Vedder, 1975). This unconformity is inferred from the angular unconformity between the unnamed sedimentary rocks unit and the Bitterwater Creek Shale about 6 km further south (fig. 18). Heading north, lithofacies in member D change from interbedded granite conglomerate with sandy matrix and sandstone (figs. 16, 35, and 36), to granite conglomerate with argillaceous sandy matrix (figs. 16 and 37), to granite conglomerate containing very large blocks and boulders, and again to granite conglomerate with argillaceous sandy FIGURE 36.—Sandstone in member D of the Santa Margarita Forma- tion, west side of southern Temblor Range (SW1/4 sec. 6, T. 32 S., R. 22 E.). Note thick to very thick parallel beds. Bushes on left side of photograph are approximately 0.20 to 0.25 m in height. FIGURE 37 .—Massive, unstratified part of the granite conglomerate with argillaceous sandy matrix in member D of the Santa Margarita For- mation, west side of southern Temblor Range (center sec. 26, T. 31 S., R. 21 E.). Strata probably dip gently to left side of photograph. Ridge extending across center of photograph is approximately 0.1 km in length. View north. STRATIGRAPHY matrix (fig. 16). Several mappable sandstone units are present in the granite conglomerate with argillaceous sandy matrix at the north end of the outcrop belt (pl. 1). The granite conglomerate with sandy matrix and sand- stone forms tongues as much as 65 m thick and 3 to 4 km long (pl. 1; fig. 16). Northward, the sandstone tongues pinch out into granite conglomerate with sandy matrix (NE1/4 sec. 1, T. 32 S., R. 21 E.), which in turn changes over a distance of less than 0.5 km to granite con- glomerate with argillaceous sandy matrix (pl. 1; fig. 16). Channel-form conglomerate units are common in the granite conglomerate with sandy matrix and sandstone (fig. 38). One large channel-form conglomerate near the top of member D, having a steep northeast-oriented margin with at least 15 m of erosional relief, cuts into the silty sandstone of member B (SE1/4 sec. 6, T. 32 S., R. FIGURE 38.—Granite conglomerate with sandy matrix in member D of the Santa Margarita Formation, west side of southern Temblor Range (NE1/4 sec. 7, T. 32 S., R. 22 E.). Note normally graded bed cut by channel—form conglomerate. FIGURE 39.—Granite conglomerate with sandy matrix in member D of the Santa Margarita Formation, west side of southern Temblor Range (SW1/4 sec. 6, T. 32 S., R. 22 E.). Note massive deposit and subrounded matrix-supported clasts. 31 22 E.) (fig. 16). The dimensions of this channel-form unit cannot be determined because of insufficient exposure, but they are probably comparable in size to the large channel-form units in member B (fig. 16). Granite conglomerate with sandy matrix in member D is composed of tan- to medium-brown-weathering, thick to very thick parallel strata. Stratification is poor to moderate, depending on the abundance of intercalated sandstone beds. Most of the conglomerate beds are inter— nally massive (fig. 39), but normally graded beds are com- mon (fig. 38). Many conglomerate beds have a sharp erosional base (figs. 38 and 40). The clasts are poorly sorted cobbles and boulders. The vast majority of the clasts are subangular to subrounded; however, very well rounded clasts are present locally such as in east-central sec. 7, T. 32 S., R. 22 E. The largest boulder is about 1.5 m long. Most clasts are supported in a poorly sorted, friable matrix composed of sand and subordinate granules, pebbles, silt, and clay (figs. 38, 39, and 40). One sample, typical of the matrix as a whole, contained 5 weight per- cent clay (fig. 22, sample I). No fossils were observed in the conglomerate, but adjacent sandstone beds contain numerous Pecten and Ostrea shells. The sandstone is yellowish tan, calcite cemented, arkosic, and medium to coarse grained (fig. 36). Lenticular beds of cobble conglomerate and conglomeratic sandstone, as much as 5 m thick, are locally interbedded with the sandstone. The majority of sandstone units consist of medium to thick horizontal beds that are either massive or normally graded (fig. 36). Zones of differential cemen- tation locally improve the visibility of the stratification, although generally the stratification is moderate to poor. The normally graded beds commonly grade upward from FIGURE 40.—Granite conglomerate with sandy matrix in member D of the Santa Margarita Formation, west side of southern Temblor Range (NE1/4 sec. 7, T. 32 S., R. 22 E.). Note massive conglomerate deposit, matrix-supported subrounded to rounded clasts, and scoured base (arrows). Boulder in upper left corner of photograph is approximate- ly 0.30 m in length. 32 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 41.—Granite conglomerate with argillaceous sandy matrix of member D of the Santa Margarita Formation, west side of southern Temblor Range (NW 1/4 sec. 36, T. 31 S., R. 21 E.). Note massive deposit and matrix-supported clasts. massive coarse-grained sandstone containing granules and small pebbles to horizontally laminated fine-grained sandstone and brown shale. Numerous channel-form units with well-rounded granite cobbles and pebbles concen- trated near the base and locally with large-scale, low-angle cross-stratification oriented normal to the channel margin are distributed throughout the sandstone. Abundant Ostrea and Pecten shells, both intact and fragmented, are found in the sandstone units. The megafossils collected from the sandstone indicate a late Miocene age (”Margaritan” Provincial Molluskan Stage) (pl. 3). The granite conglomerate with argillaceous sandy matrix is a greenish-gray to brownish-gray-weathering, poorly stratified unit, which has thick to very thick, very indistinct parallel bedding (figs. 37, 41, and 42). Thin, discontinuous layers of sandstone and cobble and boulder trains define whatever bedding is present. Overall, the granite conglomerate with argillaceous sandy matrix is more disorganized than the granite conglomerate with sandy matrix. All the observed parallel beds are internally massive (figs. 41 and 42). The clasts are poorly sorted, subangular to moderately rounded cobbles and boulders. The largest clast is about 2.4 m in length. Most of the clasts are supported in a poorly sorted, greenish-gray to brownish-gray matrix composed of sand and subordinate granules, pebbles, silt, and clay (figs. 41 and 42). Locally, the matrix weathers to a reddish-brown color. Two samples, typical of the matrix, contained 7 to 9 weight percent clay (fig. 22, samples J and K). No fossils were observed in this lithofacies. The granite conglomerate containing very large blocks and boulders is a greenish-gray-weathering, unstratified unit. At one time it was debated whether this unit was a remnant of a basement-involved, low-angle thrust sheet (Hudson and White, 1941) or a sedimentary deposit (Simonson and Krueger, 1942). The presence of 6- to 80-m- long blocks and boulders, set in a greenish-gray- weathering argillaceous matrix, favors the sedimentary origin. Very large marble boulders on the crest of the range (pl. 1; fig. 16) are similar to this megaconglomerate, but because of associated sandy matrix and marine megafossils (Simonson and Krueger, 1942), they are mapped as granite conglomerate with sandy matrix. Member D was deposited on both the subaerial (alluvial fan) and subaqueous parts of a fan delta (fig. 16). The large channel-form unit that eroded into the silty sandstone of member B is probably part of a submarine canyon (fig. 16). SANTA MARGARITA FORMATION (EAST SIDE OF RANGE) Based on lithologic similarity and stratigraphic position, members B, C, and D of the Santa Margarita Formation are also recognized on the east side of the range (pl. 1; fig. 16). Members B and C are present in outcrop and sub- surface, whereas member D is confined to the subsurface (pl. 1; fig. 16). Member A is either covered or has pinched out before reaching the east side of the range (pl. 1). The contacts between adjacent members appear to be con- formable. Sandstone, conglomerate with sandy matrix, and diatomite are the major lithofacies in the Santa Margarita Formation on the east side of the range. Members B and D are composed of granite conglomerate with sandy matrix and sandstone, whereas member C is composed of granite and flow-banded felsite conglomerate with sandy matrix and sandstone (pl. 1; fig. 16). Interbeds of diatomite and diatomaceous shale, as much as 100 m thick and lithologically equivalent to the Belridge Diato- mite Member, are present in all three members. Following the classification scheme of Walker (1975a, 1977) and Walker and Mutti (1973), the conglomerate FIGURE 42.—Granite conglomerate with argillaceous sandy matrix of member D of the Santa Margarita Formation, west side of southern Temblor Range (NW 1/4 sec. 36, T. 31 S., R. 21 E.). Note massive deposit and matrix-supported clasts. STRATIGRAPHY units on the east side of the range comprise a disorgan- ized conglomerate (Facies A1) and normally graded con- glomerate (Facies A2). These conglomerates are also classified, respectively, as matrix-supported beds and clast-supported conglomerate (Walker, 1978). The sand- stone is classified as organized pebbly sandstone (Facies A4) and massive sandstone without dish structures (Facies B2, Walker and Mutti, 1973) or pebbly and massive sandstone (Walker, 1978). The Santa Margarita Formation on the east side of the range is composed of proximal submarine-fan channel deposits (fig. 16). The intercalated diatomite and diatoma- ceous shale, lithologic equivalents of the Belridge Diato- mite Member, are basin and slope deposits (fig. 16). These deposits were formed in upper bathyal water depths. A detailed interpretation of the depositional environment of the Santa Margarita Formation on the east side of the range will be presented in the depositional environments and sedimentary processes section. MEMBER B Member B, which supersedes the lower part of the Spellacy Sand Member of Callaway (1962), crops out almost continuously for 20 km along the east flank of the range (pl. 1). The contact between member B and the underlying McLure Shale Member is unconformable to disconformable in outcrop but basinward it becomes con- formable (pl. 1). Member B is overlain conformably by member C and unconformably by the Etchegoin, San Joa- quin, and Tulare Formations (pls. 1 and 2; fig. 16). The maximum exposed thickness of member B is about 500 FIGURE 43.—Granite conglomerate with sandy matrix in member B of the Santa Margarita Formation resting on diatomite beds lithologically equivalent to the Belridge Diatomite Member of the Monterey Shale, east side of southern Temblor Range (center sec. 2, T. 32 S., R. 22 E.). Arrows denote contact. Midway-Sunset oil field is in background. Elevation of hill in center of photograph is approximately 45 m above gully in foreground. View east. 33 ”a. FIGURE 44.—Channel—form conglomerate in member B of the Santa Margarita Formation pinching out into diatomite (arrows). Note man located in bottom-right part of photograph for scale (center sec. 34, T. 31 S., R. 22 E.). View north. m (pl. 1; fig. 16). The isopach map of the Spellacy Sand Member (Callaway, 1962) shows that member B extends into the subsurface for about 5.5 km and when combined with member C attains a maximum thickness of about 1,250 m. The granite conglomerate with sandy matrix and sand- stone lithofacies are found in mappable tabular units as much as 140 m thick and 5.5 km wide (fig. 43) and single to composite channel-form units (pl. 1). Many of the tabular bodies are composed of channel-form units (fig. 16). The 20 or more single channel-form units identified in member B range in width from 150 to 1,550 m wide and in thickness from 20 to 135 m (pl. 1). Lateral bound- aries of the tabular and channel-form units are not steep but pinch out to a featheredge (fig. 44). In measured sec- tion L (pl. 4), the sandstone beds compose a fining- and thinning-upward sequence of undetermined thickness. The granite conglomerate with sandy matrix in member B is composed of gray- to tan-weathering, thick-bedded to very thick bedded, parallel strata (fig. 45). Stratifica- tion ranges from poor to moderate, depending on the abundance of sandstone and diatomite interbeds. Overall, the stratification of these conglomerates is as good as or better than the stratification of the granite conglomerate with sandy matrix on the west side of the range. The clasts are poorly sorted cobbles and boulders of granite, marble, and dark schistose rocks. Locally, diatomite rip- up clasts are common. The majority of the clasts are subangular to subrounded, but very well rounded clasts are found locally. The largest boulder is 3.65 m in length. Most of the clasts are supported by a relatively clean sandy matrix. The sandstone in member B is coarse to medium grained, arkosic, and calcite cemented. Beds are thin to thick and parallel and internally are normally graded or 34 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA FIGURE 45.—Granite conglomerate with sandy matrix in member B of the Santa Margarita Formation, east side of southern Temblor Range (NE1/4 sec. 12, T. 32 S., R. 22 E.). Note thick, parallel beds and moderate to poor stratification. View east. massive. Commonly they are intercalated with lenses and stringers of pebbles and cobbles. Normally graded beds measured in section L (pl. 4) are from 25 cm to 1 m thick, composite, and grade upward from coarse-grained sand- stone with granules and pebbles in the first few centi- meters of the basal part to medium-grained sandstone near the top. One normally graded sandstone bed is capped by several centimeters of horizontally laminated fine-grained sandstone (pl. 4, section L). Three sandstone samples collected by Webb (1981, fig. 8) near Crocker Canyon contained less than 1 weight percent clay (fig. 22; samples CCZ, CCB, and 0010). Calcareous foraminifers recovered from a diatomaceous shale in member B indicate a late Miocene age (late Moh- nian Foraminiferal Stage) and upper bathyal water depths (SM17 6; pls. 1 and 3). Marine macrofossils, such as Ostrea and Pecten (pls. 1 and 3; collections H567, A918, and V311) and a skull (pls. 1 and 3; collection V311) of the vertebrate Borophagus littemlis (V ander Hoof, 1931) col- lected from sandstone beds in member B in the Crocker Canyon area, indicate a late Miocene age (“Margaritan” Provincial Molluskan Stage) and inner neritic water depths. The macrofossils probably have been displaced from shallow water to deep water. Member B was deposited in channels on the proximal part of a submarine fan complex (fig. 16). MEMBER C Member C, which supersedes the upper part of the Spellacy Sand Member of Callaway (1962) and part of the Potter Sand Member of Callaway (1962) (secs. 21 and 28, T. 31 S., R. 22 E.), is exposed almost continuously for 11 km along the same outcrop band that contains member B (pl. 1). The contact between members B and C is con- formable and occupies successively higher stratigraphic levels toward the northwest (pl. 1; fig. 16). The Tulare Formation rests unconformably on member C (pl. 1; fig. 16). The granite and flow-banded felsite conglomerate with sandy matrix and sandstone lithofacies are found in tabular units as much as 150 m thick and 6 km wide, as well as in single and composite channel-form units (pl. 1). Many of the tabular bodies are composed of channel-form units (fig. 16). The channel-form units have an average width of about 350 m and an average thickness of about 30 m. Conglomerate and interbedded sandstone beds in member C are commonly arranged in fining— and thinning- upward sequences as much as 18.25 m thick (pl. 4, sec- tions 1, J, and K). The maximum exposed thickness of member C is about 350 m. The granite and flow-banded felsite conglomerate with sandy matrix is composed of gray- to tan-weathering, thick-bedded to very thick bedded, horizontal strata (pl. 4, sections 1, J, and K). The quality of stratification ranges from poor to moderate, depending on the abundance of sandstone and diatomite interbeds. Although horizontal stratification is dominant, large-scale, low-angle cross- stratification is common in the channel-form units. The stratification of these conglomerates is better than that of the granite and flow-banded felsite conglomerate on the west side of the range. Most of the conglomerate beds are either internally massive or normally graded (pl. 4, sections I, J, and K; fig. 46), but inverse-graded beds are found locally (fig. 47). The clasts are poorly sorted cobbles and boulders of granite, flow-banded felsite, marble, and dark schistose FIGURE 46.—Normally graded beds in granite and flow-banded felsite conglomerate with sandy matrix in member C of the Santa Margarita Formation, east side of southern Temblor Range (NW1/4 sec. 34, T. 31 S., R. 22 E.). Base of graded beds defined by arrows. STRATIGRAPHY rocks. Angular diatomite clasts, as much as 1.52 m in length, are commonly scattered throughout the conglom- erate and sandstone (pl. 4, sections G, I, J, and K). Most of the clasts are moderately well rounded to very well rounded and are supported in a relatively clean sandy matrix. The extrabasinal clasts in the conglomerates of member C are generally smaller than those in the con- glomerates of member B. The largest boulder is 1.2 m in length. The sandstone in member C is coarse to medium grained, arkosic, and calcite cemented. Beds are thin to very thick, horizontal, and internally are normally graded to massive (fig. 48; pl. 4, sections G, I, J, and K). The nor- mally graded beds change upward from coarse-grained sandstone with granules and pebbles to medium- and coarse-grained sandstone. Several of the normally graded sandstone units are capped by horizontally laminated fine- grained sandstone. Sparse calcareous foraminifers collected from member C suggest a late Miocene age (late Mohnian Foraminiferal Stage) and upper bathyal water depths (pls. 1 and 3; col- lections 62-1 and 62-2). Abundant diatoms and silico- flagellates collected in member C also suggest a late Miocene age (pls. 1 and 3; collections 62-1, 62-2, SM159, and SM181). Member C was deposited in channels on the proximal part of a submarine fan complex (fig. 16). MEMBER D Member D in this report supersedes most of the Potter Sand Member of Callaway (1962) and is confined to the subsurface approximately between the Midway oil camp FIGURE 47.—Inverse-graded bed in granite and flow-banded felsite con- glomerate with sandy matrix in member C of the Santa Margarita Formation, east side of southern Temblor Range (NE1/4 sec. 28, T. 31 S., R. 22 E.). 35 FIGURE 48.—Massive sandstone in member C of the Santa Margarita Formation, east side of southern Temblor Range (NE 1/4 sec. 12, T. 32 S., R. 22 E.). Note scattered matrix-supported granules, pebbles, and cobble. (pl. 1) and the McKittrick oil field (fig. 1) (Pacific section of AAPG-SEG-SEPM, 1968, p. 76-77). The contact be- tween members C and D is conformable (fig. 16). The west margin of member D (Potter Sand Member of Callaway, 1962) has been truncated beneath the overlying Tulare Formation, and the resultant pinch-out edge follows the southeast-plunging nose of the Belgian anticline (fig. 1) and the northeast-dipping homocline on the east side of the range (Callaway, 1962; Pacific section of AAPG-SEG- SEPM, 1968, p. 76-77). The east boundary of member D (Potter Sand Member of Callaway, 1962) is a north- trending depositional pinch-out edge located about 2.5 to 7 km basinward of the Santa Margarita outcrop belt (Callaway, 1962). According to Callaway (1962), the max- imum thickness of the Potter Sand (member D) is about 400 m. A core from Shell Weir No. 30-6L (table 1; pl. 4, sec- tion H) indicates that at least part of member D consists of coarse-grained pebbly sandstone. The core shows one 50-m-thick, fining- and thinning-upward sequence of thick horizontal beds which are internally massive to normally graded. Both the internally massive horizontal beds and normally graded beds contain numerous scattered granules and pebbles of granite and shale, the largest of which is 7.5 cm in length. The granules and pebbles tend to be concentrated in the lower half of the normally graded sandstone beds. One bed with inverse to normal grading was observed (pl. 4, section H). The upper third of the fining- and thinning-upward sequence contains 0.6- to 4.6-m-thick units of bioturbated, argillaceous siltstone (pl. 4, section H). Member D (Potter Sand Member of Callaway, 1962) was probably deposited in channels on the proximal part of a submarine fan complex (fig. 16). 36 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS AND SEDIMENTARY PROCESSES OF THE SANTA MARGARITA FORMATION AND THE REPUBLIC AND WILLIAMS SANDSTONES SANTA MARGARITA, REPUBLIC, AND WILLIAMS DISPERSAL PATTERNS Clast-size and clast-composition measurements were taken in the Santa Margarita Formation along almost equally spaced traverses to help define vertical and lateral depositional trends (pl. 1; fig. 49) The clast-size measurements were recorded at approx- imately 30—m intervals within 13 measured sections on the west side of the range (fig. 49A) and at somewhat larger intervals along 9 sections on the east side (fig. 493). At 159 sampling sites the longest axis for each of the 25 largest clasts within a 30-m-thick interval was recorded and averaged (fig. 49). The largest clasts were chosen because of their presumed sensitivity to tectonic changes in the adjacent source terrane. A significant result of the clast-size measurements is the recognition of distinct upward-coarsening cycles in the Santa Margarita Formation on the west side of the range (fig. 49A). The best-defined cycles are associated with members B (sections 11-13) and D (sections 1-5), and they range from 120 to 240 m in thickness. Similar upward- coarsening cycles have been identified in progradational alluvial-fan deposits where the rate of tectonic uplift in the source terrane exceeded the rate of erosion (Heward, 1978) Another result of the clast-size measurements (fig. 49A) is the observation that the largest clasts in member B on the west side of the Cochora Ranch anticline (sections 9-11) are larger than those in member B on the east side of the anticline (sections 12-13). This observation suggests that the member B conglomerates on the west side of the anticline are more proximal than the conglomerates on the east side of the anticline. Another characteristic of member B is that the clasts on the east side of the Cochora Ranch anticline are comparable in size to the clasts on the east side of the range (fig. 49), suggesting that large boulders were easily transported across the southern Temblor anticlinorium into deeper water. The distribution of maximum clast sizes in member D on the west side of the range suggests that the con- glomerates in sections 1-4 are more proximal than the con- glomerates in sections 5-8 (fig. 49A). The clasts in member C appear to increase in size from the west side of the range to the east side of the range (fig. 49). This increase in clast size may be a function of insufficient sampling of member C on the west side of the range, recycling of large clasts from member B into member C on the east side of the range, or erosion of parts of member C on the west side of the range that contained large boulders. Each of the 25 clasts measured at the sampling sites was classified as granite, marble, schist, or flow-banded felsite. The schist category contains all dark metamorphic rocks, including the suite of metavolcanic rocks described by Ross (1979). The relative proportions of these four lithologic types are recorded in graphic form for each sampling site (fig. 49). The metamorphic clasts (marble and schist) are concentrated at the north (sections 1-4) and south (sections 11-13) ends of the Santa Margarita outcrop belt on the west side of the range (fig. 49A), sug- gesting that two separate source terranes were unroofed. Clast-composition measurements in the Santa Mar- garita Formation on the east side of the range show member B to be largely composed of granite clasts with scattered marble and schist clasts (fig. 493). The sharp decrease in the percentage of metamorphic clasts in member B on the east side of the range is attributed to mechanical and chemical disintegration of the clasts dur- ing transport. Sand-grain orientations and other directional features were measured in the Santa Margarita Formation, the Republic sandstone, and the Williams sandstone in order to identify possible variations in the regional late Miocene paleoslope that is assumed to dip away from the San Andreas fault at about N. 45° E. The preferred orienta- tion of the a-axes of sand grains was measured for 38 sandstone samples using the resistivity anisotropy tech- nique (fig. 50). Over 70 percent of the 38 samples yielded azimuth values oriented at low angles (4; 50°) to the assumed N. 45° E. dip direction of the regional paleoslope. Double-headed arrows are assigned to the remaining samples whose azimuths fall outside the i 50° range, ex— cept in two cases where grain imbrication data dictate a southeast-dipping paleoslope (fig. 50). The preponderance of sand-grain orientations clustered around the N. 45° E. azimuth suggests that the assumed paleoslope is essen- tially correct. Small-scale cross-strata, flute casts, chan- nel margins, and the alignment of deposits containing oversized boulders also suggest transport directions con- sistent with a northeasterly dipping paleoslope (fig. 50). DEPOSITIONAL ENVIRONMENTS AND SEDIMENTARY PROCESSES OF THE REPUBLIC AND WILLIAMS SANDSTONES The Republic sandstone outcrop belt probably repre- sents a leveed channel or principal valley on the upper part of a submarine fan (pl. 5) as described by Normark (1970), Mutti and Ricci Lucchi (1972), Walker and Mutti (1973), and Walker (1978). The midfan (that is, suprafan channels and lobes) and lower-fan assemblages accom- panying the upper-fan channel are probably located in the subsurface. Because the exposed Republic sandstone bodies DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS, AND SEDIMENTARY PROCESSES 37 are vertically stacked and only 1.0 to 1.2 km wide, the upper-fan channel was probably narrow and incised and lacked significant bifurcations, except possibly in the present— day subsurface. The fining- and thinning-upward sequences documented in plate 4 (section E) and by Webb (1981) prob ably reflect phases of gradual fan-channel abandonment. The pebbly sandstone beds in the Republic sandstone with Ta and Ta,b beds of the Bouma sequence (Facies A4) probably originated from high-concentration turbidity cur- rents (pl. 5). The ubiquitous pebble-sized detritus in the Republic sandstone is not inconsistent with a fluid- turbulence flow mechanism, as demonstrated by Komar (1970). By analogy to interpretations by Middleton and Hampton (1973), the massive to graded Ta-division beds of the Republic sandstone were probably deposited very rapidly from suspension, whereas the horizontally laminated Tb-division beds were deposited less rapidly and under a greater influence of traction. By further analogy to studies by Middleton and Hampton (197 3), some form of grain-to-grain interaction (grain flow) and upward inter- granular flow (fluidized sediment flow) may also have been operative in the Republic high-concentration turbidity cur- rents, particularly in the late stages of transport and early rapid stages of deposition. Judging from the abundance of shallow-water mollusks in the Republic sandstone, these turbidity currents probably were generated from nearby coastal sediments (pl. 5). The Williams sandstone outcrop belt (pl. 5) is a midfan deposit according to the submarine-fan models described by Normark (1970), Mutti and Ricci Lucchi (1972), Walker and Mutti (1973), and Walker (1978). The thickening- and coarsening-upward sequences (pl. 4, sections C and D) represent suprafan lobes, and the fining- and thinning- upward sequences signify gradually abandoned channels on the channeled suprafan (pl. 5). Lower-fan assemblages accompanying the midfan deposits are probably located in the adjacent subsurface. The absence of mollusks, such as Ostrea and Pecten, in the Williams sandstone is attrib- uted to selective sorting processes in the upper reaches of the Williams submarine fan. The classical proximal turbidites in the Williams sand- stone with Ta,b, Ta,b,c, and Ta,b,c,ep beds of the Bouma sequence (Facies C) probably originated from high- concentration turbidity currents (pl. 5). The erosive nature of these turbidity currents, grain flows, and fluid sediment flows is evidenced by the numerous diatomaceous shale and dolomite rip-up clasts (pl. 4, sections C and D). By analogy to interpretations by Middleton and Hampton (1973), the massive to graded Ta-divison beds of the Williams sandstone were probably deposited very rapid- ly from suspension, whereas the horizontally laminated Tb-division beds and the rippled Tc-division beds were deposited under less rapid conditions than the Ta—division beds and under a greater influence of traction. The in- ternally massive amalgamated sandstone beds in the Williams sandstone (Facies B), some of which contain dish structures, were probably deposited by grain flows and(or) fluid sediment flows as defined by Stauffer (1967) and Middleton and Hampton (1973). Both types of flows re- quire high concentrations of sediment and high-gradient slopes and probably evolve from high-concentration tur- bidity currents during late stages of transport and early stages of deposition (Middleton and Hampton, 1973). Nearby coastal sediments probably supplied the detritus for the turbidity currents and the grain and(or) fluid sedi— ment flows (pl. 5). The Republic submarine fan had a steeper longitudinal profile than the Williams submarine fan (Callaway, 1962, fig. 5) and maintained a straight upper-fan channel for a greater down-the-fan distance than the shallower pro- file of the Williams fan. The steeper longitudinal profile of the Republic fan probably resulted from a closer, more active source terrane than the Williams fan and explains why the Republic sandstone differs in geometry and grain size from the Williams sandstone when both fans have similar locations with respect to the base of the submarine slope and when both outcrop belts are within 5 km of each other and are in a similar structural position (pl. 5). The Republic and Williams submarine fans, with respec- tive radii of about 4.5 and 5.5 km, are small by comparison with most of the modern submarine fans in the world. Fans with a comparable radius include the sublacustrine fans in Lake Superior (Normark and Dickson, 1976; Reserve fan) and Lake Geneva (Houbolt and J onker, 1968). The Coronado, Navy, Redondo, and San Lucas sub- marine fans off the coasts of southern California and Mex- ico, which have a similar geologic setting to the Republic and Williams fans, all have radii 6 to 12 times those of the Republic and Williams submarine fans (Normark, 1978) The small size of the Republic and Williams fans and the coarse-grained material they contain suggest that the drainage system that supplied their detritus consisted of short, high-gradient streams. Such a system would supply large quantities of coarse sediment to the fan periodical- ly but would not necessarily develop a large volume of detritus. A fan fed by a more completely integrated system draining large distant source areas would typically receive a continuous sediment supply over a long period of time, creating a more voluminous fan deposit. The short, high-gradient streams that are likely to have sup- plied the clastic debris to the Republic and Williams would be found in the tectonically active hinterland one would envision for the southern Temblor Range area during the late Miocene (pl. 5). Another factor that probably contributed to the small radius of the Republic and Williams fans was the inter- mittent growth of the Buena Vista Hills anticline (fig. 1). 38 NW METERS 500 - 400 - 300- 200 - NW METERS 1000 - 500 - B FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA Unnamed marine and nonmarine sedimenta rocks 9 {é} U©i 6), : ‘ Many blocks are more than severaltens of meters in length Fault MEMBER C Fault MEMBER D Shale and sandstone member of the Monterey Shale 2 3 4 5 6 7 8 MEASURED SECTIONS SE Tulare Formation 0 1 2 KILOMETERS E—J Horizontal scale (approximate) ‘ MEMBER C an a: _ LU a: 2 UJ 2 l l MEMBERB /,—-x\ // McLure Shale Member / 7\\ ' / of the Monterey Shale / \ / 21 20 19 18 17 16 15 14 MEASURED SECTIONS FIGURE 49.—Measured sections of members B, C, and D of the Santa Margarita Formation showing general lithologic character, clast composi— tion, and average maximum clast size. See plate 1 for location. A, West side of southern Temblor Range. Measured sections are approximate- ly restored to their original stratigraphic position using base of the Santa Margarita Formation as datum. DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS, AND SEDIMENTARY PROCESSES 39 MEMBER C 9 1O Shale and sandstone member of the Monterey Shale Bitterwater SE Creek Shale FQJ” fl Fault 7’4 :3 ) / \‘ ’7 CQ’Z 0C© MEMBER B 134/ moocfl 11 12 13 MEASURED SECTIONS 0 1 2 KILOMETE RS Horizontal scale (approximate) EXPLANATION Diatomite Sandstone \ \ /l\ Conglomerate—No clast count Conglomerate—Clast composition ’92, a 2 g 'E E E '2 e o w 92 o "’ 5 225 is: .0 LL 0 Average maximum clast diameter—Size of circle according to scale: A o 120 CENTIMETERS B o 120 CENTIMETERS —? — — Contact—In figure 498. Dashed where approximately located; queried where uncertain. Local datum near base of memberC except in sections 14 and 15 where it is near base of member B W? Unconformity—Queried where uncertain FIGURE 49.—Continued. B, East side of southern Temblor Range. Measured sections are approximately restored to their original stratigraphic position using selected diatomite and sandstone marker beds as datum. This structure probably blocked the basinward advance of the Republic and Williams fans and deflected them northwestward, down a synclinal trough between the Buena Vista Hills anticline and the southern Temblor Range anticlinorium, with the net result being the for- mation of small-radius fans with broad northwestward sweeps (Callaway, 1962). Fans of this type, whose nor- mal growth patterns have been hindered by tectonic features on the sea floor, are called “choked” fans by Mutti and Ricci Lucci (1972). 40 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA 119°40' 35°15' 1 19°35' % , m a» Margarita Formation 0090 119°45' 0 s" 2 0 ES as my; 2 D. 35°15' ' ‘ .. ,. Santa Margarita Formation NDREAS FAULT 0 2 KILOMETERS l__l__l 119°45' 35°10' 119°40' EXPLANATION Paleocurrent direction—Based on: H (C) Channel margin Orientation of a-axes of sand grains —> (A) Alignment of oversized boulders; Arrow con- H E.—dipping regional paleoslope ._._. Azimuth is oriented at high angle to re- gional paleoslope ._. (I) lmbrication of sand grains H(XB) Small-scale cross-stratification H (F) Flute cast Azimuth is oriented at a low angle to N. 45° nects outcrops from which alignment is based Present-day outcrop pattern .;;‘_-.- Granite conglomerate with very large boulders and blocks __ Fault—Arrows indicate direction of relative horizontal movement FIGURE 50.—Summary diagram of paleocurrent measurements in the Santa Margarita Formation, the Republic sandstone of local usage, and the Williams sandstone of local usage. Stippled pattern shows present-day outcrop pattern of the Santa Margarita Formation, Republic sand— stone, and Williams sandstone. DEPOSITIONAL ENVIRONMENTS AND SEDIMENTARY PROCESSES OF THE SANTA MARGARITA FORMATION The following evidence suggests that eastward- prograding alluvial fans and peripheral submarine canyons and submarine fans created the Santa Margarita Formation: 1. Tectonically active depositional site of the Santa Margarita Formation. 2. Predominance 0f boulder and cobble conglomerate in the Santa Margarita Formation. 3. Abrupt west to east change in facies of the Santa Margarita Formation across the range, from conglom- erate with argillaceous sandy matrix (unfossiliferous) to conglomerate with sandy matrix and sandstone (shallow- water marine macrofossils) to conglomerate with sandy matrix, sandstone, and diatomite (deep-water marine microfossils). 4. Eastward change from unstratified to poorly strati- fied conglomerate in the Santa Margarita Formation with thick to very thick horizontal beds to poorly and moderate- DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS, AND SEDIMENTARY PROCESSES 41 35°10' 119°30' 119°25' 35°05' X 119°25' of local usage Republic sandstone of local usage \e 35°00- Q \ y. -' Santa ' Margarita Santa . Formation Margarita Formation r SAN __ ANDREAS FAULT 35°05' 119°35' 35°00' 119°30' FIGURE 50.—Continued. 1y stratified conglomerate with thick to very thick horizon- tal beds. 5. Internal structure of the parallel beds in the Santa Margarita conglomerates changes eastward from massive to normally graded and massive. 6. Several sequences of upward-coarsening maximum- sized clasts in the Santa Margarita conglomerates on the west side of the range. 7. Maximum size of the clasts in the Santa Margarita Formation decreases from conglomerate with argillaceous sandy matrix to conglomerate with sandy matrix on the west side of the range. 8. Presence of several large channel-form units in the Santa Margarita Formation on the west side of the range (near crest) as much as 200 m thick and filled with thick to very thick parallel beds of conglomerate with sandy matrix and sandstone that are internally massive and nor- mally graded. 9. Fining- and thinning-upward sequences in the Santa Margarita conglomerate with sandy matrix and sandstone on the east side of the range. 10. Eastward increase in the number of single and com- posite channels in the Santa Margarita Formation. Characteristic features of the Santa Margarita alluvial fan deposits, listed under preceding items 2-7, have many similarities to alluvial fan deposits summarized by Nilsen (1982). The Santa Margarita alluvial fans had a large sub- aqueous component and, thus, they will hereafter be referred to as fan deltas (Holmes, 1965; McGowen, 1970). The Santa Margarita fan delta, submarine canyon, and submarine fan system extended from near the San An- dreas fault, across the southern Temblor anticlinorium, to as far eastward as the Buena Vista Hills anticline (fig. 1; pl. 5). Today, the deposits of the fan deltas and the sub- marine canyons are located on the west side of the southern Temblor Range and in the subsurface beneath the Elkhorn Plain, whereas the deposits of the submarine fans are located on the east side of the range and in the adjacent subsurface (fig. 16). Outcrops of the Santa Margarita Formation on the crest of the range probably are distal fan delta and(or) submarine canyon deposits. A close modern analog to the depositional environment envisioned for the Santa Margarita Formation is the Yallahs River fan delta, Jamaica, and its adjoining sub- marine fan in the Yallahs basin (Burke, 1967; Wescott and Ethridge, 1980). A good ancient analog for the deposi- tional environment of the Santa Margarita Formation is the Eocene sequence of the California borderlands (Howell and Link, 1979). The interpretation of the Santa Margarita depositional 42 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA environments suggested here is consistent with inter- pretations by Vedder (1970, 1975) and Huffman (1972). Vedder (1970, 1975) regarded the conglomerate and sand- stone of the Santa Margarita on the west side of the range as nonmarine(?) and high-energy, shallow-marine deposits derived from a precipitous coastal zone directly to the west. Moreover, Vedder (1975) recognized the eastward pinch out of Santa Margarita conglomerate and sandstone into diatomite and shale on the east side of the range but did not comment on their origin. Huffman (1972) agreed with the shallow-marine interpretation of Vedder (1970, 1975) for the origin of the Santa Margarita Formation on the west side of the range and speculated that some or all of the Santa Margarita on the east side of the southern Temblor Range is of deep-water marine origin. On the other hand, the fan-delta and submarine-fan in- terpretation offered here differs from the interpretations of Simonson and Krueger (1942) and Webb (1981), where a shallow-marine origin is suggested for all of the Santa Margarita Formation, and from the interpretation of Ryder and Thomson (1979), Where a deep-water marine origin is suggested for all of the Santa Margarita Forma- tion. Simonson and Krueger (1942) concluded that on the west side of the southern Temblor Range the Santa Margarita Formation consists of fluviatile channel and lit- toral deposits, Whereas on the east side of the range the Santa Margarita Formation consists of torrential stream deposits that were deposited in shallow seas contem- poraneously with thick deposits of diatomaceous sedi- ments. Webb (1981) was less specific than Simonson and Krueger (1942) about the depositional setting of the Santa Margarita Formation, but stated that “the diatomite is overlain by thick shallow-water sandstones and con- glomerates of the Santa Margarita which outcrop in a band along the edge of the Midway-Sunset field.” Ryder and Thomson (1979) suggested that the entire Santa Margarita Formation was deposited in a submarine fan system composed of upper fan deposits on the west side of the southern Temblor Range and uppermost midfan deposits on the east side. SANTA MARGARITA FAN DELTAS The Santa Margarita fan deltas are similar to the Pleistocene Lake Bonneville deltas, which, according to Wescott and Ethridge (1980), were among the first fan deltas to be described in the literature. These Pleistocene deltas, better known as Gilbert deltas (Gilbert, 1890), have the following components: (1) topset beds of flat-lying gravels that form the subaerial part of the delta, (2) foreset beds of sand and gravel, dipping basinward at 10° to 25° that form the bulk of the subaqueous part of the delta, and (3) bottomset beds of sand, silt, and clay that form the distal subaqueous part of the delta. Prograda- tion of the Gilbert delta produced an upward-coarsening sequence composed of bottomset beds at the base, foreset beds in the middle, and topset beds at the top. Refer to Elliott (1978, p. 97) for a schematic cross-sectional illustra- tion of a Lake Bonneville, Gilbert-type delta. In the follow- ing section, the deposits of the Santa Margarita fan deltas are identified and discussed in terms of the major com- ponents of the Lake Bonneville fan deltas. Each of the four members of the Santa Margarita For- mation on the west side of the range probably were deposited by a separate fan delta. Owing to significant syndepositional and post-depositional tectonism and ero- sion, none of these individual fan deltas are completely preserved. Member A, composed of either bottomset beds or distal foreset beds on the subaqueous part of the fan delta, and member C, composed of topset beds on the subaerial part of the fan delta, are the most incomplete of the four fan-delta deposits (fig. 16). The 16-km long member D outcrop belt shows the most complete longitudinal View of a Santa Margarita fan delta (pl. 1; fig. 16). The northern three-quarters of the member D outcrop belt is composed primarily of boulder con- glomerate with argillaceous sandy matrix that represents the topset beds or subaerial part of the fan delta. The re- maining quarter of the outcrop belt is composed of alter- nating boulder conglomerate with sandy matrix and fossiliferous sandstone that represent foreset beds of the subaqueous part of the fan delta. The shoreline between the subaerial and subaqueous parts of the member D fan delta cannot be clearly defined because obvious shoreline deposits, such as beaches, are nonexistent. Deposits of very well rounded cobbles in member D conglomerates with sandy matrix are probable remnants of gravel beaches, but they are local and they have been suscep- tible to reworking into deep water so that a credible shoreline trend cannot be established. Bottomset beds of the member D fan delta are absent, but they probably ex- isted at one time east and southeast of the outcrop belt. The foreset beds in member D probably were originally contiguous with the outcrops of isolated fossiliferous con- glomerate and sandstone along the crest of the range and together they formed a large, arcuate, northeastward- prograding, fan delta. Therefore, it is likely that the member D fan delta advanced down the paleoslope defined by the alignment of very large boulders and blocks and the depositional margin of a nearby submarine canyon deposit (fig. 50), and not southeastward as the direction of the facies change between the topset and foreset beds in member D suggests. Judging from the combined thicknesses of member D foreset beds and from published relations between water depth and the thickness of Gilbert-type foreset beds (Gilbert, 1885; Stanley and Surdam, 1978), the member D fan delta probably prograded into water between 270 DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS, AND SEDIMENTARY PROCESSES 43 and 300 m deep. These depths imply that many of the marine megafossils found in the foreset beds probably have been displaced, down the slope of the fan delta, from an inner-neritic habitat to outer-neritic or upper-bathyal depths. The outcrops of member B on both sides of the Cochora Ranch anticline expose the structure of another Santa Margarita fan delta (pl. 1; fig. 16). Conglomerates with argillaceous matrix on the west side of the anticline are interpreted to be topset beds on the subaerial part (alluvial fan) of the fan delta, whereas large units of fossiliferous conglomerate and sandstone that are northwest-facing and inclined on the east side of the anticline are inter- preted to be foreset beds on the subaqueous part of the fan delta (fig. 16). The 10° dip of the foreset beds prob- ably approximates closely the dip of the fan-delta front. Silty sandstone composing the youngest foreset beds (fig. 16) probably was deposited during the waning stages of fan-delta construction. Fossiliferous conglomerate and sandstone amid the conglomerate with argillaceous sandy matrix on the west side of the anticline are interpreted to be proximal foreset-bed deposits that probably formed in a local reentrant in the shoreline. The shoreline between the subaerial and subaqueous parts of the member B fan delta cannot be clearly defined because distinct shoreline deposits, such as beaches, are nonexistent. Deposits of very well rounded cobbles in member B conglomerate with sandy matrix are probable remnants of gravel beaches, but they are so localized and susceptible to reworking into deeper water that a credible shoreline trend cannot be established. No bottomset beds were noted in the member B fan delta, with the possible exception of the silty sand- stone with shale interbeds exposed on the east side of the Recruit Pass fault (secs. 9 and 10, T. 32 S., R. 22 E.). The northeast-oriented depositional margin of the sub- marine canyon (fig. 50) that cuts the foreset beds of member B suggests that the member B fan delta pro- graded northeastward rather than northwestward as the dip direction of the foreset beds implies (fig. 16). Ap- parently, the northwest-facing foreset beds are remnants of a large fan delta whose deposits may include the fossiliferous conglomerate in member B in the southern- most part of the study area (fig. 16). Judging from the combined thickness of member B foreset beds and published reports that point out the relation between the water depth and thickness of Gilbert- type delta foreset beds (Gilbert, 1885; Stanley and Surdam, 1978), the member B fan delta probably pro- graded into water between 400 and 500 m deep. These estimated water depths are consistent with the upper bathyal depth inferred from available microfossil collec- tions (samples SM34 and SM35; pls. 1 and 3). Moreover, a 400- to 500-m water depth implies that many of the marine megafossils found in the foreset beds probably have been transported down the slope of the fan delta from an inner-neritic habitat to outer-neritic or upper- bathyal waters. The shelf upon which the Santa Margarita fan deltas developed would have to dip uniformly eastward from the San Andreas fault at about 5° to achieve a 500-m water depth near the Recruit Pass fault. If the shelf continued as a ramp beyond the Recruit Pass fault at a 5° slope, the water depth at which submarine-fan deposition occurred on the east side of the range would have been about 800 m. If a break in slope accompanied the east margin of the shelf, the water depth on the east side of the range where Santa Margarita deposition occurred may have approached 1,000 m. However, 800- to 1,000-m water depths are inconsistent with the upper bathyal depth (200-500 m) indicated by calcareous foraminifers collected from the Santa Margarita Formation (samples SM17 6, 62-1, 62-2; pl. 3) and from the upper part of the McLure Shale Member (Bandy and Arnal, 1969) on the east side of the range. This discrepancy in the late Miocene bathymetry on the east side of the range can be resolved by assuming that the range of water depths indicated by the microfossils is correct and that the 500—m thickness of the foreset beds was controlled by both water depth and syndepositional movement of the nearby Recruit Pass fault. By using 500 m for the water depth on the east side of the range dur- ing Santa Margarita sedimentation (pl. 5), the water depth near the Recruit Pass fault and the dip of the ramplike shelf are reduced to about 300 m and 3°, respectively. Ap- proximately 300 m of foreset beds can be accommodated by a water depth of 300 m near the Recruit Pass fault, and the remaining 200 m of foreset beds can be accounted for by 200 m of down-to-the-west syndepositional dip separation along the Recruit Pass fault. SANTA MARGARITA SUBMARINE CANYONS AND FANS The large channel-form units that cut the well-exposed foreset beds in members B and D are interpreted to be submarine-canyon deposits (fig. 16; pl. 5). These canyons, filled with poorly to moderately stratified beds of con- glomerate and sandstone which internally are normally graded or massive, clearly served as the conduits through which detritus from the deltas was redistributed to deeper water on the east (pl. 5). The estimated water depth of the adjacent foreset beds indicates that the submarine canyons were probably formed at upper bathyal depths. Abundant shallow-marine macrofossils in the member B submarine canyon (fig. 16) must have been reworked into deeper water. The presence of the submarine canyons sug- gests that the foreset beds were steep and unstable (pl. 5). The isolated and composite channel-form units that characterize the outcrops of the Santa Margarita Forma- 44 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA tion on the east side of the range are interpreted as chan- nels on the upper part of a submarine fan (pls. 1 and 5). Names assigned to these proximal submarine-fan chan- nels include leveed valley (Howell and Normark, 1982; Normark, 1970, 1978), leveed channel (Walker and Mutti, 1973), principal valley (Mutti and Ricci Lucchi, 1972), feeder channel (Walker, 1978), and inner-fan channel (Lohmar and others, 1979). Deposits of the channeled suprafan, suprafan lobes, and lower fan, as described by Normark (1970), Howell and Normark (1982), Mutti and Ricci Lucchi (1972), and Walker (197 8), probably are present in the adjacent subsurface. RE. Lennon (oral commun., 1970) has shown that detailed electric-log cor- relations of beds within the Santa Margarita Formation in the Midway-Sunset oil field (fig. 1) are more difficult to make in the strike direction than in the dip direction, suggesting that channel deposits dominate the Santa Margarita submarine fans for at least 3 km into the sub- surface. Calcareous foraminifers collected from diatoma- ceous shale in the Santa Margarita Formation on the east side of the range (samples SM176, 62-1, 62-2; pls. 1 and 3) suggest that the fan channels were deposited in upper- bathyal water. The shallow-water macrofauna present in samples H567, V311, and A918 (pls. 1 and 3) must have been recycled into deeper water. The numerous channel-form units that crop out in a given stratigraphic horizon indicate that the upper reaches of the Santa Margarita submarine fans were crossed by many channels (pl. 5). Moreover, the fining- and thinning- upward sequences recorded in many of the channels (pl. 4) suggest that many of the channels were gradually aban- doned and thus were restricted to one area of the fan for long periods of time. The Santa Margarita submarine fans, like the Republic and Williams fans, were deflected northwestward down the synclinal trough between the tectonically active Buena Vista Hills anticline (fig. 1) and the southern Temblor Range anticlinorium. However, in contrast to the Republic and Williams fans, the Santa Margarita fans swept around the northwest-plunging nose of the Buena Vista Hills anti- cline and supplied coarse sand to the San Joaquin basin (Webb, 1981). Most likely, the Santa Margarita fans have either reduced (or nonexistent) lower-fan assemblages because of their interaction with the growing Buena Vista Hills anticline, and so qualify as choked fans (Mutti and Ricci Lucchi, 1972). SANTA MARGARITA DEPOSITIONAL PROCESSES Santa Margarita conglomerate on the subaerial part of the fan deltas are interpreted to be subaerial debris-flow deposits (pl. 5) because of their similarity to modern subaerial debris-flow deposits (Blackwelder, 1928; Johnson, 1965, 1970; Beaty, 1970; Bull, 1972; Nilsen, 1982). Features common to Santa Margarita conglomer- ate and modern subaerial debris-flow deposits include (1) poor sorting, (2) poor horizontal stratification, (3) large clast size, (4) matrix-supported clasts without a noticeable fabric, (5) predominantly massive with local reverse to normally graded beds, and (6) an absence of channel-fill deposits. Debris flow, as used here, is a descriptive field term ap- plied by Jahns (1949), Sharp and Nobles (1953), and Johnson (1965, 1970) to a rapidly flowing, gravity-driven mass of granular solids, clay, and water. The term mudflow, as used later in the text, is defined as a variety of debris flow dominated by sand-, silt-, and clay-sized detritus (Sharp and Nobles, 1953; Bull, 1972). According to Johnson (1965, 1970), the cobbles and boulders in a debris-flow deposit, such as the Santa Margarita Forma- tion, have been largely supported by the strength and buoyancy of the matrix of the debris flow, which in turn are controlled by the strength and density of the clay- water fluid in the flow. Johnson (1965, 1970) also con- cluded that debris-flow deposition took place by mass emplacement of the flow rather than by the gradual set- tling of particles from the moving flow. Mass emplace- ment (or “freezing”) occurred when the driving stress of gravity decreased below the matrix strength of the debris flow. The 7 to 13 weight percent of clay with respect to the total matrix of the conglomerate with argillaceous sandy matrix (fig. 22) is probably too low for matrix strength and buoyancy to have been the predominant support for the cobbles and boulders in the subaerial debris flows of the Santa Margarita Formation. These clay values would be even lower had the weight percent of clay been measured with respect to the entire debris flow (weight percent clay/weight percent clay plus weight percent water plus weight percent of all the granular solids). However, as emphasized by Hampton (1979), the impor- tant factor controlling the competence of a debris flow (that is, largest grain size that can be supported by matrix strength) is the relative proportion of clay to water in the original debris flow. The importance of matrix strength and buoyancy as a sediment-support mechanism will never be known for the Santa Margarita debris flows and other ancient debris flows because the clay-to-water ratios of their deposits are unobtainable. On the basis of investigations of recent debris flows, such as the Mayflower Gulch debris flow in Colorado, Curry (1966), Middleton and Hampton (1973) and Hamp- ton (1975, 1979) concluded that most gravity-driven sedi- ment flows (given the field name debris flow) are probably a combination of two or more of the following types of flow: (1) debris flow with matrix strength and buoyancy being the major mechanism of sediment support, (2) grain flow with grain interaction or dispersive pressure being the major mechanism of sediment support, (3) liquified DISPERSAL PATTERNS, DEPOSITIONAL ENVIRONMENTS, AND SEDIMENTARY PROCESSES 45 flow with upward granular flow being the major mechan- ism of sediment support, and (4) turbulent flow with fluid turbulance being the major mechanism of sediment sup- port. A recent study of modern debris flows on the flanks of Mt. Thomas in New Zealand (Pierson, 1981) further corroborates the coexistence of several types of sediment support in a subaerial debris flow. Subaerial mudflow deposits of the Santa Margarita For- mation are akin to the pebbly mudstones of Crowell (1957). Grain-size analyses for the finer grained con— glomerates with argillaceous sandy matrix, yielding weight percent clay values of 11 and 13 (fig. 22), indicate that the mudflows that deposited them were richer in clay than were the debris flows that deposited the coarser grained conglomerates with argillaceous sandy matrix. Local boulder and cobble trains in the subaerial mudflow deposits probably formed on the lee side of obstructions, such as larger boulders and cobbles (Nilsen, 1982). Subaerial mudflows that contributed detritus to the Santa Margarita Formation probably evolved either directly from the source terrane or from the tails of highly fluid debris flows. Mudflows of the first type were derived in a source terrane where only fine-grained detritus was available owing to bedrock lithology or intensity of weathering; mudflows of the second type, because of their high fluidity, separated from the emplaced parent debris flow and advanced farther downslope. The conglomerate with very large boulders and blocks was probably emplaced by a debris avalanche which, ac- cording to Johnson (1965), is a variety of debris flow (pl. 5). Momentum of the avalanche and possibly a trapped air column beneath the avalanche (Shreve, 1968) per- mitted the over-sized boulders to be transported several kilometers from their source. The largest boulders and blocks found in the Santa Margarita debris-avalanche deposit are comparable in size to boulders and blocks car- ried over 3 km by the Nevados Huascaran debris ava- lanche of Peru (Ericksen and others, 1970). The total volume of rock material moved by the Nevados Huascaran debris avalanche could have been 50 million m3 (Ericksen and others, 1970). Many of the large subaerial debris flows reached the seaway and accumulated at various levels on the sub- aqueous foreset beds. Furthermore, large quantities of water that commonly precede and follow modern debris flows probably accompanied the Santa Margarita sub- aerial debris flows and transported large quantities of sand-sized detritus into the adjacent marine environment. Redistribution of the sand-sized detritus by flood water created a coarse- to medium-grained sand apron that was interbedded with and generally peripheral to subaerial debris-flow deposits (pl. 5). Judging from the paucity of well-defined channel-fill deposits and cross-stratification in the subaerial deposits of the Santa Margarita Forma- tion, depositional processes associated with sediment- laden floodwater were limited to stream flow in shallow, braided channels and(or) to sheet flooding outside the con- fines of channels. The absence of well-defined stratifica- tion and sedimentary structures in the sand apron and associated subaqueous conglomerates suggests that these deposits underwent minimal reworking by waves and shallow marine currents. Tectonic instability and oversteepening of the foreset beds due to progradation led to the repeated failure of subaerial debris-flow deposits and to the subsequent spawning of subaqueous debris flows (pl. 5). Where sub- aqueous slumping involved the sand apron, the resultant flows were probably akin to high-concentration turbidity currents (pl. 5). These regenerated subaqueous debris flows and high-concentration turbidity currents formed the foreset-bed and submarine-canyon deposits on the subaqueous Santa Margarita fan deltas and the fan- channel deposits on the Santa Margarita submarine fans (pl. 5). Many of the Santa Margarita subaqueous debris flows (pl. 5) may have evolved into high-concentration tur- bidity currents, as experiments by Hampton (1972) have shown. These experiments suggest that subaerial debris flows evolve into turbidity currents by erosional mixing at the snout of the flow; however, other mechanisms are possible, such as the mixing of water directly with the body of the flow. The mechanics of subaerial debris flows are considered by Hampton (1972) and Middleton and Hampton (1973) to be similar to those described by Johnson (1965, 1970). Except for a slight loss of clay in the matrix (3-6 weight percent versus 7-13 weight percent) and a marked in- crease in normally graded and reverse to normally graded beds, the subaqueous debris—flow deposits are very similar in appearance to the subaerial debris-flow deposits. The slight reduction in the weight percent of clay in the resedimented subaqueous debris-flow deposits is attrib- uted to the expulsion of clay from the subaqueous debris flows during their formative and in-transit stages. In the formative stage of the debris flow, clay was probably ex- pelled in large sediment plumes as slumped sediments were jostled about and remolded into a slurry. Clay loss during the in-transit stage resulted from the probable generation of a turbidity current at the snout of the sub- aqueous debris flow, a process described by Hampton (1972) in laboratory experiments. The presence of normally graded and reverse- to nor- mally graded beds in the subaqueous debris-flow deposits suggests that the movement and interaction of clasts was greater in the subaqueous debris flows than in the subaerial debris flows. This increase in clast mobility probably resulted from the increased water content of the subaqueous debris flows. Thus, dispersive pressure and perhaps turbulence may account for a major share of the 46 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA sediment support in the subaqueous Santa Margarita debris flows, a conclusion also arrived at by Walker (1975a, 1975b, 1977, 1978) for other resedimented con- glomerates. Walker’s (1975a, 1975b, 1977, 1978) conclu- sion is further supported by the preferred clast fabric in many of the conglomerates he studied—long axes parallel to and plunging away from the dip direction of the paleoslope. The maximum clast size observed in the reverse- to normally graded beds of the Santa Margarita resedimented conglomerate is about 45 cm, suggesting that clasts larger than this size could not be supported by the available dispersive pressure and thus settled to the bottom of the flow and became part of a normally graded bed. INFLUENCE OF A RIGHT-LATERALLY SHIFTING SOURCE TERRANE ON SEDIMENTATION RIGHT-LATERAL SEPARATION ALONG SAN ANDREAS FAULT IN CENTRAL CALIFORNIA According to Hill and Dibblee (1953), remnants of a once-contiguous late Oligocene and early Miocene sedi- mentary complex containing volcanic rocks, red beds, and marine rocks crop out on opposite sides of the San Andreas fault in the San Emigdio Mountains and the San Juan Bautista area in the northernmost Gabilan Moun- tains (fig. 1). Hill and Dibblee (1953) used this correlation to propose approximately 280 km of post-early Miocene movement along the San Andreas fault. More recent work has established offsets of an early Saucesian strandline (Dibblee, 1966; Addicott, 1968; Nilson and others, 1973) and of a 22-m.y.—old volcanic field (Thrner 1969, 1970) in the San Emigdio Mountains and San Juan Bautista area that indicate that post-early Saucesian movement on the San Andreas fault was about 295 km (Huffman and others, 1973) Restoration of the approximately 295 km of post-22 Ma movement along the San Andreas fault places the Pin- nacles Volcanics in the Gabilan Range near the strikingly similar Neenach volcanic terrane of the westernmost Mojave desert (Huffman, 1970; Turner and others, 1970; Huffman and others, 1973; fig. 1). Both the Pinnacles and Neenach volcanic fields have been dated radiometrically at approximately 23.5 Ma (late Zemorrian) (Turner and others, 1970). Detailed stratigraphic, petrographic, and geochemical investigations of the Neenach and Pinnacles volcanic fields by Matthews (1976) confirm that these volcanic fields were once contiguous. Matthews (1973, 1976) measured 315 km of right-lateral separation since the late Oligocene This 315-km offset differs from the 295-km offset of Huffman and others (1973) because Mat- thews interpreted 20 km of right-lateral separation on the fault between 22.0 and 23.5 Ma. During the northwest transport of the southern half of the Neenach volcanic terrane from the western Mojave block to the Pinnacles area, flow-banded felsite clasts were shed across the San Andreas fault in late Miocene time and incorporated in the Santa Margarita Formation in the southern 'lbmblor Range (Fletcher, 1967; Berry and others, 1968; fig. 1). The hypothesis that the flow-banded felsites of the southern ’Ibmblor Range, the Pinnacles area, and the Neenach area were once part of the same volcanic terrane is strengthened by identical trace-element content and 23.5—Ma K—Ar ages of the flow-banded felsites in these areas (Turner and others, 1970; Huffman and others, 1973). Using the Santa Margarita-Pinnacles correlation, Fletcher (1967) and Berry and others (1968) estimated post-Miocene offsets along the San Andreas fault of 256 km and 200 km, respectively Fletcher (1967) either mismeasured the distance between the Pinnacles area and the southern Temblor Range or used the northern Gabilan- southern Temblor correlation, because the Pinnacles area and southern Temblor Range are not 256 km apart. This ZOO-km offset is significantly greater than the 105 km of post-Miocene offset previously estimated by Hill and Dib- blee (1953), suggesting that post-late Miocene movement on the San Andreas fault was greater than the movement during the Miocene (Huffman, 1970). After a more detailed study of the geology in the two areas, Huffman (1972) concluded that the majority of the clasts in the Santa Margarita Formation were derived from the granitic-metamorphic terrane of the northern Gabilan Range and that only the felsite clasts came from the Pinnacles area (fig. 1). Huffman (1972) rejected the Pinnacles area as the major source terrane for the Santa Margarita Formation for several reasons. First, the composition of the unnamed up- per Miocene conglomerate in the Pinnacles area is very different from the composition of the conglomerate of the Santa Margarita Formation. The Pinnacles conglomerate consists of granite and flow-banded felsite clasts, the flow— banded felsite clasts being more numerous. Moreover, clasts of marble and dark pelitic metamorphic rock com- mon in the Santa Margarita Formation are absent in the unnamed conglomerate near the Pinnacles. Also, the con- glomerate near the Pinnacles grades eastward into deep- marine diatomaceous shale toward the San Andreas fault, presenting a facies mismatch when juxaposed against the shallow-marine sandstone and conglomerate of the Santa Margarita Formation in the southern ’Iemblor Range (Huffman, 1972). Huffman (1972) rejected the granitic basement along the San Andreas fault between the Pinnacles area and the Cholame Hills (fig. 1) as a potential source area for the conglomerate of the Santa Margarita Formation. Flank- ing shale and sandstone deposits indicate that this granitic terrane was either submerged or only slightly emergent INFLUENCE OF A SOURCE TERRANE ON SEDIMENTATION 47 during the late Miocene and thus was not a high-standing block capable of shedding boulder-sized detritus. Upper Miocene conglomerate is absent in this stretch of the Salinian block except for a unit near the Cholame Hills derived from a source to the northeast across the San Andreas fault (Huffman, 1972). Even if coarse detritus were derived from the granitic basement south of the Pin- nacles area, it probably would have been trapped in the deep—water trough between the granitic source and the San Andreas fault and therefore could not have reached the southern Temblor Range (Huffman, 1972). Available surface and subsurface data suggest that the granitic basement between the Pinnacles area and the Cholame Hills lacks the marble present in the Santa Margarita con- glomerate (Huffman, 1972). The northern Gabilan Range was chosen by Huffman (1972) as the most likely source for the Santa Margarita conglomerate because of its granitic composition and ac- companying metamorphic pendants, its close proximity to the San Andreas fault, and its emergent position dur- ing the late Miocene. Between 225 and 255 km of post- late Miocene offset along the San Andreas fault is implied when the northern Gabilan Range is considered the primary source terrane for the Santa Margarita Forma- tion (Huffman, 1972). Ross (1979) suggested some significant differences between the character of the basement-rock clasts in the Santa Margarita Formation and those of the Gabilan Range. The major discrepancy is that metavolcanic tex- tures and dark andalusite hornfels are present in the clasts of the Santa Margarita conglomerate but are absent in the Gabilan Range. Although potentially damaging to the Gabilan-southern Temblor correlation of Huffman (1972), these differences can very likely be attributed to inade- quate exposures in the Gabilan Range. SHIFTING SOURCE TERRANE DURING SANTA MARGARITA SEDIMENTATION Well-defined patterns of diachronous sedimentation, where conglomerate and sandstone units occupy progres- sively higher stratigraphic levels in a northwest direction subparallel t0 the trace of the San Andreas fault, provide the best evidence for a shifting source terrane at the time of Santa Margarita sedimentation. This phenomenon is observed on both a regional and local scale. Diachronous sedimentation on a regional scale is illus- trated by the distribution of major elastic units on the east side of the southern Temblor Range. Here, the Williams sandstone, Republic sandstone, and Santa Margarita For- mation are arranged in steplike fashion along the outcrop belt, with each successive unit occupying a younger strati- graphic level toward the northwest (pl. 1). This staggered arrangement of clastic units led Berry and others (1968) and Huffman (1972) to postulate a right—lateral shifting source terrane in the vicinity of the southern Temblor Range during late Miocene time. Detailed mapping of the Santa Margarita Formation on the east side of the southern Temblor Range revealed diachronous sedimentation on a local scale (pl. 1; fig. 16). Members B and C of the Santa Margarita Formation oc- cupy progressively higher stratigraphic levels toward the northwest (pl. 1; fig. 16; Thomson and Ryder, 1976). In a given stratigraphic sequence, conglomerate with flow- banded felsite clasts is always located above conglomerate containing only granitic and metamorphic rock clasts. Large-scale diachronous sedimentation is also present on the west side of the southern Temblor Range, where the four members of the Santa Margarita Formation were deposited, from southeast to northwest, as successively younger sediment wedges (pl. 1; figs. 16 and 49). The unnamed marine and nonmarine sedimentary rocks unit containing flow-banded felsite clasts and resting uncon- formably on member D (and in part on member C) com— plete the pattern of northwestward sedimentation. The cause of diachronous Santa Margarita, Republic, and Williams sedimentation on the east side of the southern Temblor Range could have been (1) right-lateral shifting of the source terrane, (2) deflection of sediment gravity flows around the Buena Vista Hills anticline, or (3) coriolis— and centrifugal-force effects. A possible (but unlikely) cause of the observed sedimentation pattern is successive northwestward uplift and erosion of a station- ary source terrane. The role of the growing Buena Vista Hills anticline in shaping the northwestward sweep of the distal reaches of the Santa Margarita, Republic, and Williams fans has been discussed earlier. The northwest-plunging synclinal trough between the Buena Vista Hills anticline and the southern Temblor Range anticlinorium also may have deflected the more proximal parts of these fans to the northwest. Coriolis and centrifugal forces in the northern hemi- sphere theoretically should deflect channelized flow to the right when observed in a downcurrent direction. How- ever, the channels on many submarine fans show just the opposite sense of deflection and occupy successively left- ward positions on the fan with time. Menard (1955) and Komar (1969) suggested that submarine channels in the northern hemisphere are initially deflected to the right (looking downcurrent), as predicted by theory, but in the process, high natural levees are constructed on the right bank of the channels that inhibit further rightward migra— tion. Consequently, the submarine channels must migrate in a leftward sense toward the underdeveloped and more easily breached natural levees. Nelson and Kulm (1973) contended that numerous Pleistocene and Holocene sub- marine fans have evolved in the manner described above. 48 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA Coriolis and centrifugal forces and the growing Buena Vista Hills anticline might be considered the actual mechanisms of the deflection of channelized flow if diachronous sedimentation were restricted to the sub- marine fan deposits along the east side of the range; however, it is unrealistic to impose these mechanisms on the fan deltas along the west side of the range where the same general pattern of diachronous sedimentation ex- ists. First, the subaerial channels on the fan deltas would have to make an abrupt right-angle bend over a distance of 5 km or less in order to deposit fan deltas successively farther to the northwest. Paleocurrent measurements (fig. 50) suggest that this did not happen. Moreover, such right- angle bends would be too abrupt to have been controlled by coriolis forces or by the distant Buena Vista Hills anticline. Secondly, if coriolis and centrifugal forces were an important control on fan-delta sedimentation, the chan- nels carrying the debris flows to the fan surface—because of characteristically poorly defined natural levees—would be expected to be deflected to the right looking downcur- rent rather than to the left. The conclusion seems in- escapable that the distribution of the Santa Margarita fan deltas and the Santa Margarita, Republic, and Williams submarine fans was largely controlled by a right-laterally shifting source terrane. This conclusion lends additional support to the earlier suggestion by Berry and others (1968) and Huffman (1972) that the staggered distribu- tion of the Santa Margarita, Republic, and Williams elastic units along the east side of the southern Temblor Range resulted from a moving source terrane. EVOLUTION OF THE SANTA MARGARITA FORMATION AND ITS SOURCE TERRANE Judging from offset Precambrian and Mesozoic base- ment terranes, the approximately 295 km of post-early Saucesian right-lateral offset along the northern strand of the San Andreas fault was accommodated south of the Transverse Ranges by approximately 240 km of right- lateral offset along the southern strand of the San Andreas fault and by approximately 60 km of right-lateral offset along the San Gabriel fault (Crowell, 1962, 197 5). Restoration of these amounts of offset along the southern strand of the San Andreas and the San Gabriel faults aligns the late Miocene Caliente and Mint Canyon For- mations with one another and with their probable source terrane in the Orocopia region of southern California (Ehlig and others, 1975; Ehlert, 1982). Because the base- ment rocks show the same amount of offset as the Caliente-Mint Canyon-Orocopia sedimentary complex, movement on the San Andreas-San Gabriel fault system probably did not commence until about 12 Ma, the age of the uppermost part of the Mint Canyon Formation (Crowell, 1975; Ehlig and others, 1975). For the northern strand of the San Andreas fault this post-12 Ma motion followed a possible pre-Eocene phase of motion (Nilsen and Clarke, 1975); for the southern strand and the accom- panying San Gabriel fault, it represents initial motion. Reconstructed events using sea-floor magnetic anomalies (Atwater, 1970) permit the San Andreas fault to be as old as 20 Ma, but these data are probably less accurate than the reconstructed late Miocene sedimentary deposits. A complex depositional history is suggested for the Santa Margarita Formation and associated upper Miocene conglomerate and sandstone units in the southern Temblor Range, which involves a migrating source ter- rane, differential uplift in the source terrane with time, and reworking of previously deposited conglomerate (fig. 51). The reconstruction (Fig. 51) of the evolving source terrane of the Santa Margarita Formation and associated units assumes an average rate of displacement along the San Andreas fault of 2.5 cm/yr. and major clockwise rota- tion of the Salinian block. In the middle Miocene (Luisian-Relizian), the present- day Salinian block between the northern Gabilan Range and the Cholame Hills, the south end of the Sierran block, and the west end of the Mojave block formed a contiguous landmass of basement rocks flanked on the north by the south end of the San Joaquin basin and on the south by the Salinas basin (Dibblee, 1967; Graham, 1978; fig. 51A). This emergent basement terrane was locally covered by centers of silicic volcanism, the most extensive of which was the 23.5-m.y.—old Neenach-Pinnacles volcanic field. The major sediment depocenters were the San Joaquin and Salinas basins where marine shale of the Monterey Shale and peripheral deposits of marine and nonmarine sandstone and conglomerate accumulated (Nilsen and others, 1973; Graham, 1978). The San Andreas, Garlock, and White Wolf faults probably were not active during the middle Miocene (fig. 51A). By early Mohnian time (about 11 Ma), the San Andreas fault was active and had offset the Salinian block from the adjoining Sierran and Mojave blocks by about 25 km in a right-lateral sense (fig. 513). The 23.5 Ma Neenach- Pinnacles volcanic field was split apart and offset about 25 km during this renewed period of movement on the northern strand of the San Andreas fault, and in its wake the incipient Gabilan trough of Huffman (197 2), the Bitter- water basin (Graham, 1978), was formed (fig. 513). Sea water from the San Joaquin basin probably invaded the incipient Gabilan trough at this time, but the sediments deposited here were predominantly nonmarine sandstone and conglomerate derived from the Salinian block. The northern part of the Salinian block also emerged at this time as an active source of sediment and contributed detritus to forerunners of the Leutholtz, Williams, and Republic sandstones (fig. 513). Along the southwest margin of the Salinian block, the Monterey Shale and INFLUENCE OF A SOURCE TERRANE ON SEDIMENTATION 49 associated coastal sandstone units lapped onto the granitic basement rocks (Payne, 1967). Moreover, the Sierran block continued to supply granitic detritus to conglom- erate and sandstone units in the adjacent San Joaquin basin (fig. 51B), a process that began in Eocene times (Nilsen and others, 1973). The Mojave block remained relatively free of sediment, except possibly for a thin veneer of conglomerate and sandstone representing the basal part of the Quail Lake Formation (Dibblee, 1967). At approximately 10 Ma (late Mohnian), the “big bend” in the San Andreas fault was formed by the wedge-shaped south end of the Sierran block—driven by left-lateral off- set along the Garlock and White Wolf faults—slamming into the adjacent Salinian block. This suggested age for the Garlock and White Wolf faults is at least several million years older than the age suggested by Carter (1971, 1980) and Jahns (1973), but it is consistent with the hypothesis of Davis and Burchfiel (1973) that the Garlock fault is a manifestation of extensional tectonic events in the Basin and Range province. Dibblee (1967 ), Nilsen and Clarke (1975), Cox (1979), and Sharry (1982) have suggested that the Garlock fault may also have had a pre-Miocene history. The northern Gabilan Range and the Pinnacles Vol- canics were caught in the evolving “big bend” and became highly extended, possibly to the extent that horst—and— graben structures were formed at high angles to the San Andreas fault. As right-lateral oblique slip along the San Andreas fault and left—lateral slip along the Garlock and White Wolf faults continued, the extended granitic base- ment of the northern Gabilan Range and the Pinnacles area partly overrode the more ductile and slightly denser southeast-tapering wedge of Franciscan basement rocks. The juxtaposition of Salinian granitic basement rocks against Franciscan basement rocks, the ensuing partial tectonic overlap of these terranes, and the vertical displacement of rigid Salinian basement rocks by sub- ducted Franciscan basement rocks created the uplift that contributed detritus to the Santa Margarita Formation and its associated units. Accelerated uplift of the northern Gabilan Range was first evidenced by the deposition of the Republic, Williams, and Leutholtz sandstones about 9.5 Ma (late Mohnian). Uplifted blocks, spaced approximately 5 to 10 km apart, are favored as the source of these sandstones, rather than a single migrating source, because the sandstones are relatively isolated from one another. Had the Republic, Williams, and Leutholtz sandstones been generated from a single, northwestward-migrating, uplifted block, the sandstone bodies would be expected to be generally inter- connected. The slight decrease in age of the base of the sandstone bodies in a northwest direction, from the Leutholtz to the Williams to the Republic, suggests that the Leutholtz source was active slightly before the Williams source, which in turn was active slightly before the Republic source. About 9 Ma (late Mohnian), the granitic basement of the northern Gabilan Range was uplifted abruptly op- posite the present-day southern Temblor Range and shed boulders, cobbles, and coarse sand into members A and B of the Santa Margarita Formation (fig. 510). Member A was deposited slightly earlier than member B, was more local in extent, and was less conglomeratic. The con- glomerate and sandstone units composing member B ex- tended for 15 to 20 km into the adjacent San Joaquin basin and intertongued with diatomite of the Monterey Shale. Some of the sand-sized detritus from the northern Gabilan Range was funneled through large submarine channels beyond the limits of member B and into the Stevens sand- stone in the center of the San Joaquin basin, as was detritus from the emergent south end of the Sierran block (Webb, 1981). From the Pinnacles volcanic field south- ward, the Salinian block supplied modest amounts of volcanic and granitic detritus to the adjacent Gabilan trough (fig. 510). However, these conglomerates and sandstones were prevented from crossing the San Andreas fault because the volume of the sediments was relatively small and the southwest margin of the Gabilan trough probably was steep. Sandstone and conglomeratic sandstone that covered the Salinian basement in the vicinity of the Cholame Hills probably was derived from granitic and volcanic sources in the western part of the Mojave block (Huffman, 1972; fig. 510). The Garlock and White Wolf faults remained active and continued to modify the “big bend” of the San Andreas fault. Vigorous erosion eventually consumed most of the uplifted granitic terrane of the northern Gabilan Range as it passed the site of Santa Margarita deposition, and the uplift shifted southward to the Pinnacles volcanic field and adjoining area (fig. 51D). Some of the granitic and volcanic detritus from this newly uplifted sector of the Salinian block was trapped along the west margin of the Gabilan trough (Huffman, 1972), but most of it was transported around the north end of the Gabilan trough and across the San Andreas fault to member C of the Santa Margarita Formation, whose depocenter was north- west of member B (fig. 51D). The well-rounded pebbles and cobbles of flow-banded felsite in member C probably were derived from a more distant source than most of the accompanying granitic clasts (fig. 51D). Several times during the late Mohnian, the broad shelf between the San Joaquin and Salinas basins was flooded by sea water and the Monterey Shale was deposited (fig. 51D). The north- east limit of one of these transgressive events may very likely be represented by marine shale beds in the Quail Lake Formation of the western Mojave block (Dibblee, 1967). Also at about 8 Ma, a small fault sliver of the Neenach volcanic field was incorporated in the terrane 50 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA 35° 35° FIG 119° 118° 7 I A. Middle Miocene (Luisian and Relizian, ' ‘ VSIERRAN .TEHACHAPI - 1 14 M \\ rBLOCK , apprOXImatey a) \ /\/,\ ,\\ V‘C :I 38/9»? 0 MOJAVE \ \ /"ll / \ . . ENORTHERN" ‘ 355v va , \/\GABILAN\,/ v “u O VENTURA _g 119‘? m “_ Mi 118° . MCKITI'RICK l 7 7 06 8. Late Miocene Q 3?? 1, /\‘/’ \ : \ ’ (early Mohnian, SAN JOAQUIN «0‘; {nan/U J/ r — _ approximatelyn Ma) \ ._.\ be 'I \ / BA 1 4\ i v / SIERRAN « / S N «‘36? 99W . ‘ ‘ ngocK A. TEHACHAPI . " i l \ / / / O MOJAVE SAN memo/31f " *-« // \‘l‘/ l I '5 .CUYAMA1‘i\\,‘ 'l,‘, / “31’, ’1' NORTHERN», 1» 2/ ‘GABILANH ,\ ,’\’{,RANGEI~ “ / ’/_‘ / \_- I //\V ’ \\ ’/—/\\ \\ i~/ \\‘( .VENTURA URE 51A—F.—Sequence of tectonic events controlling sedimentation of the Santa Margarita Formation, un‘ named sandstone unit of the Bitterwater Creek Shale, and unnamed marine and nonmarine sedimentary rocks unit. Geologic units and formations: A, B, C, D, members A, B, C, and D of the Santa Margarita Formation; BCS, Bitterwater Creek Shale; BCSS, informally designated sandstone members of the Bitterwater Creek Shale; BCSU, unnamed sandstone unit in the Bitterwater Creek Shale; CV, volcanic rocks of Cholame Hills; GT, Gabilan trough; L, Leutholtz sandstone of local usage; MS, Monterey Shale; MSS, informally designated sandstone members of the Monterey Shale; NV, Neenach Volcanics; PR, Pancho Rico Formation; PRS, informally designated INFLUENCE OF A SOURCE TERRANE ON SEDIMENTATION 120° 119° 1 l l ,_ 841v \ 0. Late Miocene \" ,\.1‘ BAKERSFIELD . (late Mohnlan, McKlTTRICK \ JOAQU] apprOXImately 9 Ma) r ' <4?” \ l 6 \ ,\ 0.2,; "11/ , ”//‘\-, ,7:- ,"l‘-",\:/‘ 1““ "\" \Ir ’TEHACHAPI.‘ C NORTHERN \L l f - , A ~ GABILAN :, " l ,, RANGE ,\ "\ ~\ I— - — ‘ I 41 35% x . / \ \ r z \ 1 \ \\ O SANTA YNEZ SALINAS BASIN O NEWHALL 120° ' 119° 11— I D. Late Miocene (late Mohnian, approximately 8 Ma) O BAKERSFIELD ‘9 GABlLANt RANGE .2: ‘ / x \V \ \ I \ z \ \ , . \‘VSALINIAI’VF ' _.. 1/ \BLOCK \ 1: \ I lF’V I \ \v 35°» _ , 33‘ v .SANTA YNEZ SALINAS BASIN l sandstone members of the Pancho Rico Formation; PV, Pinnacles Volcanics; QL, Quail Lake Formation; R, Republic sandstone of local usage; RRS, Reef Ridge Shale; SS, Stevens sandstone of local usage; UMNS, unnamed marine and nonmarine sedimentary rocks unit; W, Williams sandstone of local usage. Paleogeographic reconstructions were determined using 2.5 cm/yr movement along the San Andreas fault. Major references used for this reconstruction are Dibblee (1967, 1971a-f, 1973b, 1975), Durham (1974), Graham (1978), Gribi (1963), Huffman (1972), Jennings (1977), Nilsen and others (1973), Payne (1967), Walrond and Gribi (1963), and Webb (1981). 51 52 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA 120° 1190 I E. Late Miocene (late Mohnian, approximately 7.5 Ma) / \/ I _ 344’ \ ~l | L NORTHERN ,_ * _L\TIGABILAN\H \JO \ ,RANGE/ \ v‘ 4o .BAKERSFIELD \ / I \\ \ (#4, \l/ \ \ 350L 0 SANTA MARIA l L 120° 119° I * ’fi— F. Latest Miocene I V , I: . / (approximately 6.5 Ma) , , , ‘ / > I l \ f l\ > I .\ _;/L g NORTHERN_- A ‘\\'L’ GABILAN L‘,. \L" RANGE ‘1,“ \ ’ - , [~T. “r \ \, ./_ , _ 7 s 44/ + ) O BAKERSFIELD J i I \ I l \ J J 35¢ ‘ é11 o SANTA MARIA (/4, 46‘ e «1% \, \. z RXRs‘ \ J J I % / » K J L L ,,,,,,,, ,, 95A’1T5,YVEZ , / //L L \ \ . \ FIGURE 51.—Continued. INFLUENCE OF A SOURCE TERRANE ON SEDIMENTATION 53 EXPLANATION 2‘ I ~ Granitic rocks Volcanic rocks Sandstone Deep-water sandstone Conglomeratic sandstone .zo Conglomerate—Composed of granitic rocks and flow-banded felsite 000:5: Conglomerate—Composed of granitic rocls, marble, and dark pelitic metamorphic rocks 7/ Marine shale ~— - — Boundary of designated geologic feature—Dashed where approximately located -x—x~ Approximate boundary between Franciscan assemblage basement rocks (west of line) and Sierran basement rocks (east of line) — — — Concealed geologic feature M A Shoreline—Crests facing landward; broken where uncertain ‘— Direction of sediment transport 5:7 - Fault—Dashed where approximately located. Arrows indicate relative horizontal movement 0 50 KILOMETERS ;;4__l_l_l FIGURE 51.—Continued. of the present-day Cholame Hills (fig. 51D). Member D of the Santa Margarita Formation was deposited about 7.5 Ma when the granitic basement of the northern Gabilan Range underwent renewed uplift (fig. 51E). The resultant depocenter was shifted about 25 to 30 km northwest of the member B depocenter and had a sediment volume that was equal to or greater than the sediment volume of the member B depocenter. Although member D is largely a first-generation deposit, some of its detritus was probably recycled from proximal deposits of member B preserved on the Salinian block. The absence of flow-banded felsite clasts in member D suggests that the Pinnacles volcanic field was effectively shielded from the northern Gabilan Range source terrane; conglomerate and sandstone units derived from the Pinnacles volcanic field during the time that member D was deposited were confined to the west margin of the Gabilan trough (fig. 51E). A significant amount of coarse sand derived from the northern Gabilan Range either bypassed or was reworked and deposited in the center of the San Joaquin basin. The broad marine shelf that connected the San J oa- quin and Salinas basins was probably dominated by coarse clastic deposits at the time member D was being deposited, as were the Cholame Hills area (Huffman, 1972) and the western Mojave block (Dibblee, 1967). The major sources of these sandstone and conglomerate units were emergent parts of the Sierran and Mojave blocks and the south end of the Salinian block (fig. 51E). Santa Margarita sedimentation ceased between 6.5 and 7 Ma (latest Mohnian) when the precipitous tectonic uplands in the northern Gabilan Range were removed by erosion and uplift of the Salinian block shifted south- eastward to the Pinnacles volcanic terrane. The tectonic uplands in the Pinnacles terrane exhibited considerably less topographic relief with the adjacent sediment depo- center than the previous uplifts and consequently deposits derived from them were characterized by sandstone, shale, and minor conglomerate. A change from oblique slip to strike slip along the San Andreas fault and a cessa- tion of major left-lateral slip along the Garlock and White Wolf faults were the probable causes of diminished uplift in the Salinian block. About 6.5 Ma a mixture of volcanic- rich detritus from the Pinnacles terrane and first- generation and recycled granitic detritus from adjacent parts of the Salinian block spilled across the Gabilan trough and buried parts of the Santa Margarita Forma- tion beneath the unnamed sandstone unit of the Bitter- water Creek Shale and the unnamed marine and nonmarine sedimentary rocks unit (fig. 51F). The deposi- tion of the unnamed marine and nonmarine sedimentary rocks unit and the partly correlative Etchegoin Forma- 54 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA tion may have lasted into the earliest Pliocene. The Bitter- water Creek Shale, Reef Ridge Shale, and Pancho Rico Formation of the San Joaquin and Salinas basins and the intervening shelf are deeper-water equivalents of one or more of the previously named clastic units and of non- marine sandstone and conglomeratic sandstone units in the Cholame Hills area (fig. 51F). The events that followed the deposition of the Etchegoin Formation and the unnamed marine and nonmarine sedimentary rocks unit are not important to this study. Suffice it to say that after 5 Ma the San Joaquin, Paso Robles, and Tulare Formations were deposited in the southern Temblor Range and adjacent San Joaquin basin, and the northern Gabilan Range and Pinnacles Volcanics continued to be offset in a right-lateral sense along the San Andreas fault at a rate of approximately 2.5 cm/yr. SUMMARY AND CONCLUSIONS The Santa Margarita Formation (late Mohnian) of the southern Temblor Range evolved as a large fan delta and submarine fan complex whose source was an abruptly uplifted part of the Salinian block containing an 80- to 90-Ma granitic terrane and a 23.5-Ma volcanic terrane. These terranes are now located in the Gabilan Range and in the Pinnacles area of central California, respectively. Most of the cobble- and boulder-sized detritus derived from the uplifted Salinian block accumulated within 15 km of the source area in the Santa Margarita Formation. However, a significant quantity of the sand-sized detritus derived from the uplifted Salinian block bypassed the Santa Margarita depocenter, through large submarine channels, and accumulated between 25 and 35 km from the source area in the center of the San Joaquin basin as part of the Stevens sandstone. The Republic, Williams, and Leutholtz sandstones of the southern Temblor Range were also derived from the Salinian block, and although slightly older than the Santa Margarita Formation, they are considered to be part of the same depositional system. The Santa Margarita Formation thickens eastward from about 500 m on the west side of the southern Temblor Range, to 800 m on the east side of the range, to 1,250 m in the subsurface between the eastern outcrop belt of the range and the Buena Vista Hills anticline. In general, the fan deltas are located along the west side of the southern Temblor Range and in the subsurface beneath the Elkhorn Plain, whereas the submarine fans are located along the east side of the range and in the adjacent subsurface. Most of the transitional deposits between the fan deltas and the submarine fans of the Santa Margarita Formation have been removed by ero— sion. Major lithofacies of the Santa Margarita Formation consist of (1) granite conglomerate with sandy matrix, (2) granite conglomerate with argillaceous sandy matrix, (3) granite conglomerate with very large boulders and blocks, (4) granite and flow-banded felsite conglomerate With sandy matrix, (5) granite and flow-banded felsite con- glomerate with argillaceous sandy matrix, (6) sandstone, and (7) silty sandstone. The fan deltas are composed of subaerial topset beds and subaqueous foreset beds. Strata interpreted to be the subaerial topset beds of the fan deltas consist largely of conglomerate with thick to very thick horizontal beds that in general are internally massive and disorganized and matrix-supported clasts. The clay fraction in the matrix of the topset beds averages between 7 and 13 weight per- cent and commonly gives a greenish cast to the con- glomerate units. Local thin beds of green and red shale are intercalated with the conglomerates. No marine macrofossils were found in the topset beds. Strata inter- preted to be thick foreset beds are arranged in large-scale, low-angle, cross-stratified conglomerate and sandstone that internally are massive. These beds were deposited in water depths ranging from inner neritic to upper bathyal. The clay fraction in the matrix of the foreset beds averages between 3 and 6 weight percent and therefore is slightly lower than the weight percent of clay in the matrix of the topset beds. Abundant mollusks, such as Ost'rea and Pecten, are present in the subaqueous foreset beds, but many have probably been displaced downslope from their original site of deposition. The foreset beds of the fan deltas are locally cut by conglomerate- and sandstone-filled nested submarine channels, interpreted here to be submarine canyons. The canyons were probably initiated and perpetuated by major slumping events at the front of the fan delta and served as conduits through which coarse-grained detritus was transferred to the adjacent submarine fans. These submarine-canyon deposits, consisting of thick horizon- tal strata that internally are crudely normally graded and massive, are generally better stratified than the adjacent foreset-bed deposits. Commonly these strata are arranged in timing and thinning-upward sequences. The weight per- cent of clay in the matrix of the submarine-canyon deposits is approximately the same as for the foreset-bed deposits. Isolated and amalgamated conglomerate- and sand- stone-filled channels that crop out on the east flank of the southern Temblor Range are interpreted to be proximal submarine-fan channel deposits. These channel-form deposits are characterized by thick, horizontal strata that are internally massive and normally graded. The normally graded beds contain division Ta and (locally) division Tb of the Bouma sequence; inverse to normally graded con- glomerate beds are present locally. Commonly, the con- glomerate and sandstone beds are arranged in fining- and thinning-upward sequences, representing gradual aban- donment of the submarine channels. Sparse calcareous SUMMARY AND CONCLUSIONS 55 foraminifers collected from diatomaceous shale interbeds suggest that these fan channels were deposited in upper- bathyal water depths. Subaerial and subaqueous debris flows probably formed the bulk of the Santa Margarita fan delta and submarine fan system. As applied here, a debris flow is a rapidly flow- ing, gravity-driven mass of granular solids, clay, and water. By analogy to modern debris flows, most subaerial and subaqueous debris-flow deposits in the Santa Mar- garita Formation were probably accompanied by two or more types of sediment-support mechanisms that include matrix strength, buoyancy, dispersive pressure, and tur- bulence. Santa Margarita debris flows ranged from mudflows to cataclysmic debris avalanches. Stream flow with sheetflooding and high-concentration turbidity cur- rents was of secondary importance in constructing the fan deltas and submarine fans of the Santa Margarita Formation. The Republic, Williams, and Leutholtz sandstones are interpreted to be submarine fans deposited largely by tur- bidity currents. Outcrops of the Republic and Williams sandstones are characterized by (1) normally graded sand- stones with Ta, Ta,b, Ta,b,c, and Ta,b,c,ep beds of the Bouma sequence, (2) fining- and thinning-upward and coarsening- and thickening-upward sequences, (3) thick- bedded tabular and channel-shaped units, and (4) a mix- ture of shallow-water and deep-water foraminifers. In the subsurface, the Republic and Williams sandstones display a northwesterly skewed fan-shaped geometry, probably the result of the deflection of turbidity currents by the growing Buena Vista Hills anticline. The Republic sub- marine fan was deposited on a steeper slope than the Williams submarine fan. Consequently, in outcrop, the Republic sandstone exhibits coarser grain sizes and thicker channel systems than the Williams sandstone. The southern Temblor Range anticlinorium, which evolved prior to and during Santa Margarita Formation sedimentation, consisted of a mobile core of shale and sandstone units bound on the east side by a west-dipping thrust fault and on the west side by several west-dipping normal faults, the largest of which is the Recruit Pass fault. The faults on the west side of the southern Temblor Range anticlinorium resemble normal faults; however, they developed when the tightly constricted core of the anticlinorium was displaced upward by diapirism with respect to the flanking strata. Relatively ductile Fran- ciscan basement rocks probably facilitated the diapiric process. The growing southern Temblor Range anticlinorium controlled the distribution and thickness of the Santa Margarita Formation in the following ways. 1. The Santa Margarita Formation appears to have ac- cumulated preferentially along the subsiding flanks of the southern Temblor Range anticlinorium. The thickness of the Santa Margarita Formation in the eastern depocenter is as much as twice the thickness of the Santa Margarita Formation in the western depocenter. The original thickness of the Santa Margarita Formation above the crest of the anticlinorium is uncertain because of modern erosion, but in view of the active tectonic history of the anticlinorium, the sedimentary cover was probably relatively thin. Most of the Santa Margarita sediments that reached the east flank of the anticlinorium probably bypassed the rising core of the anticlinorium through sub— marine canyons. 2. The coexistence of submarine-canyon and fan-delta deposits near the Recruit Pass fault suggests that the east limit of the Santa Margarita fan deltas may have roughly coincided with the trace of the fault. This suggested rela- tion between the Recruit Pass fault and the east limit of fan-delta sedimentation implies that the high-standing footwall block of the growing Recruit Pass fault commonly impeded the eastward advance of the fan deltas and restricted their deposits to the downthrown side of the fault. The associated submarine canyons may have originated when oversteepened slopes of the fan deltas were destabilized by synsedimentary growth along the nearby Recruit Pass fault. , 3. Thin allochthonous sheets of shale and sandstone were emplaced over the deformed core and flanks of the northern part of the southern Temblor Range anti- clinorium shortly before the Santa Margarita Formation was deposited. Advanced diapirism in tightly compressed parts of the anticlinorium was the probable cause of the allochthonous sheets. The oversteepened slopes from which the allochthonous sheets were derived were main- tained during Santa Margarita sedimentation and facilitated the eastward recycling of granite boulders and cobbles. 4. Recurrent growth of anticlinal structures on the west side of the anticlinorium produced unconformities within the Santa Margarita Formation and limited the lateral ex— tent of its conglomerate units. 5. The growth of the submarine fans in the Santa Margarita Formation and the Republic, Williams, and Leutholtz sandstones probably was stunted by the tectonic growth of the Buena Vista Hills anticline. These types of fans are referred to by Mutti and Ricci Lucchi (1972) as choked fans because their mid- and lower-fan assemblages are incomplete. Right-lateral motion along the San Andreas fault was another influential factor in shaping the Santa Margarita Formation. This form of tectonic control was manifested by diachronous sedimentary units on the east and west sides of the southern Temblor Range. Diachronous sedi- mentation was first suggested by Berry and others (1968) as an explanation for the steplike arrangement of the Santa Margarita Formation, Republic sandstone, and 56 FAN DELTA AND SUBMARINE FAN SEDIMENTATION, TEMBLOR RANGE, CALIFORNIA Williams sandstone on the east side of the southern Temblor Range. According to Berry and others (1968), these deposits were shed from a source in the Pinnacles volcanic area as it moved northward past the southern Temblor Range. The diachronous arrangement of member A (oldest) through member D (youngest) in the Santa Margarita For- mation provides additional evidence in support of the con- temporaneity of San Andreas fault movement and Santa Margarita sedimentation. On the east side of the southern Temblor Range, members B and C of the Santa Margarita Formation occupy progressively higher stratigraphic levels toward the northwest, and in a given stratigraphic sequence the conglomerates in member C (characterized by flow-banded felsite clasts) are always located above the conglomerates in member B (characterized by granitic and metamorphic clasts). Similarly, on the west side of the southern Temblor Range, members A through D and the unnamed marine and nonmarine sedimentary rocks unit were deposited from southeast to northwest as successive- ly younger sediment wedges. The source terranes of the Santa Margarita Formation underwent approximately 295 km of post-early Saucesian and approximately 200 km of post-late Miocene lateral separation along the San Andreas fault (Huffman, 1972). The influence of a laterally shifting source terrane on sedimentation is not unique to the Santa Margarita For- mation and related units. Conglomerates with a deposi- tional history similar to the Santa Margarita conglom- erates have been documented by Crowell (1952, 1974) in several southern California basins. Other examples of a laterally shifting source terrane probably exist but are obscured by homogeneous lithology and(or) scarce paleon- tologic data. A shifting-source model, which requires a dif— ferent configuration of depositional facies than a stationary— source model, should at least be considered as an alternate hypothesis in areas where strike-slip faulting is suspected. Regional geologic factors that helped focus conglom- eratic sedimentation in the southern Temblor Range locale for 2- to 3-m.y. in the late Mohnian were right-lateral oblique slip on the San Andreas fault, formation of the “big bend” in the San Andreas fault by left-lateral slip along the Garlock and White Wolf faults, and partial tec- tonic overlap of the Salinian and Franciscan basement rocks in the southernmost San Joaquin basin. 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FEET Unconformity — 5000 UNNAMED MARINE AND NONMARINE SEDIMENTARY ROCKS (PLIOCENE) Unconformity BITTERWATER CREEK SHALE (MIOCENE)—Locally divided into: —" CROCKER CANYON N CROCKER CANYON 4000 BEND IN SECTION I ng ng BEND IN SECTION RECRUIT PASS FAULT 1000 — 3000 Unnamed sandstone unit Unconformity — 2000 SANTA MARGARITA FORMATION (MIOCENE)— 500 Member D _ 1000 Member C SEA LEVEL — SEA LEVEL ~, , I V Member B Unconformity MONTEREY SHALE (MIOCENE)— Tms Shale and sandstone member — 1000 Unconformity TEMBLOR FORMATION (MIOCENE AND OLIGOCENE) — 2000 — 3000 Unconformity KREYENHAGEN FORMATION (EOCENE)— Point of Rocks Sandstone Member — 4000 4 i ,. Unconformity 1500 L 5000 - FRANCISCAN ASSEMBLAGE (CRETACEOUS AND (OR) JURASSIC) EAST SIDE OF RANGE ALLUVIUM (HOLOCENE) — 6000 Modified from Fletcher (1962) Unconformity TULARE FORMATION (PLEISTOCENE AND PLIOCENE?) Unconformity COCHORA RANCH B’ SAN JOAQUIN FORMATION (PLIOCENE) B ANTICLINE SAN ANDREAS FAULT METERS 1500 Unconformity FEET ETCHEGOIN FORMATION (PLIOCENE AND MIOCENE) _ 5°00 Unconformity SANTA MARGARITA FORMATION (MIOCENE)—Locally divided into: — 4000 MIDWAY PEAK co ng Member C BEND IN RECRUIT PASS FAULT SECTION SOUTHERN PRONG 1 000 NORTHERN PRONG — 3000 —L 01 Tms Member B Tsmb . TI _ 200° Uncontormity MONTEREY SHALE (MIOCENE)— McLure Shale Member—As mapped includes: — 1000 n Williams sandstone of local usage — SEA LEVEL Unconformity SEA LEVEL Gould Shale Member — 1000 Unconformity TEMBLOR FORMATION (MIOCENE AND OLIGOCENE) Unconformity KREYENHAGEN FORMATION (EOCENE)— — 3000 . I Point of Rocks Sandstone Member — 2000 Unconformity - 400° - FRANCISCAN ASSEMBLAGE (CRETACEOUS AND (OR) JURASSIC) 1500 _ 500° ___7... CONTACT —Dashed where approximately located or inferred; dotted where bed- ding shows internal structure of unit; queried where uncertain _ 6000 A: _?_ FAULT—Dashed where approximately located; queried where uncertain; show~ T ing direction of movement; A, away from observer; T, toward observer; arrows indicate direction of relative movement 10 DRILL HOLE—Number refers to plate 1 and table 1; arrow refers to dip angle determined from core Q C SAN ANDREAS FAULT 13 METERS BEND IN _. SECTION Tmm FEET W L ng — 3000 Projected _L SECTION o 1000 1336 m QTp RECRUIT PASS FAULT S45°E T’I Qal 2000 500 — 1000 SEA LEVEL —» SEA LEVEL - 1000 500 — 2000 — 3000 1000 ; 355%";;55 ’»- «. xiii; , ‘ _‘ . *4000 1500 ~ 5000 — 6000 2000 ~ 7000 — 8000 — 9000 — 10,000 — 11,000 3500 — 12,000 , ' — 13,000 INTERIOR—GEOLOGICAL SURVEY. RESTON, VA—1989 Lines of sections shown on plate 1 Modified Irom Vedder (1970) SCALE 1:30 000 1 1/2 0 1 MILE ‘_[ .__; ,_._, ._; I—J ; fl 1 .5 0 1KILOMETER H I-—I l—vI l—I l—I GEOLOGIC CROSS SECTIONS IN THE SOUTHERN TEMBLOR RANGE, KERN AND SAN LUIS OBISPO COUNTIES, CALIFORNIA QE 7: W, DEPARTMENT OF THE INTERIOR PROFESSIONAL PAPEIRAIrlglg US. GEOLOGICAL SURVEY RANGE WEST SIDE OF TEMBLOR RANGE CREST EAST SIDE OF TEMBLOR RANGE BATHYMETRY’ L 9 Unnamed marine and 1 r lr' Diatomite Memb r1 McLure Shale FOSSILS fig nonmarine sedimen- Santa McLure Shale Member (uppe part) Be idge e W METERS - - m tary rocks (samples , _ 1 Shale and sandstone member1 Santa Margarita Formation g?) from Panorama Hills Margarita Williams and Santa Margarita Member E 0) Formation of Dibblee, . _ . _ m 5 1968) Formation sandstone Republic sandstone of local usage Formation, undrvrded (lower part) of local usage , Neaves Shell CCMO CCMO CCMO Shell 0” N (\l .— N v in oo o m to '\ <0 co N v Sand Perris No.25-1 0’ <0 I R .— w . m Elkhorn m 33 3 5:1 5:1 to l\ w v ._ N co co co 0) m m m r\ 00 m ._ ,_ Y No.14 No.16 v,- 61 e '1: 92 to .— ,_ r\ o w ,\ Genus Species 03"1-55'1" Range Optimum ‘2’ 9 3 52 52 No.3 3 2 u: D: a) no ,‘2 E :3 .‘8 8 8 £3 8 8 :2 R 8 S 8 8 E, 2 2 Creek N°'1A M5A M7 M8 P8 1089.7- 643.1-640.1 m 823-3'824-2 m g g 2 2 2 1“ °>° 0’ Q Q 5; <0 <0 Joaqurn <1) 5 a 5 02) 104} w a) o o w I E E 2 I I I ~2- 3 ~2- E I I I I I <0 <1: xv]; 1866.6- 1092 7 m 754_4_755_3 m 9607-9623 m m w (n I < Type NO- 1225 m 1867.5 m ' 10263-10386 m Ammobaculites sp. 0-9144 18-610 VR RR VR RC RC VR RC 0 RC RC VR Angulogerina angu/osa 2 0-1829 30-610 R A C A R RC A R 0 VA R Bolivina argenfea 28 183—1829 274-610 VA RR 8. califomlca 4 61 -3658 91 -91 4 B. oosfafa 153 18-1829 122-914 R VR R R R B. interjuncfa 43 61 - 914 183—61 0 VR VR A RC C B. pacifica 3A 46-1829 61-1219 B. pseudosfriafella 44 30-457 91-274 L; RR 2 RC 28 RCC B. puncfafa 19A 0-1829 61-183 V A C C B. sinoafa 26 91-1829 183-914 R 2 3 VA 8. seminuda 19 91-1829 274-914 R c VR VA VR C 0 RR V A V A B. timida 22 183-1981 610-1219 A . 2 B. vaughani 14A 18-1829 10274 R ' V A VA RR F Bulimlna sp. RR B. ovafa 3 9-1829 91-274 R RC C A R A A A R R A A VA VA Bulim/neya am 3A 0-1829 69-762 RR VR 32 VA R R RC B. eleganfissima 2 0-1829 18-91 RC C A R A RR RR C B. subfusiformis 1 1 8'1 524 59752 R R Cassidulina califomica 3 0- 1 21 9 91 '51 0 R C. can'nata 1? R C. cushmani 5 46-2743 366-1829 R RC C. laevegafa 2 46-488 274-366 R VR A A A C, margarefa 4 18-1829 91-457 VR VR VR RC RC C C. monicana 6 46-3658 122-457 VR C. pulchella 7 0-3658 183-914 C Cibicides conoideus 26A 0-1829 18-122 VR R A VR VA RR VR C RC R A C. f/etcheri 28B 0-610 18-91 VR RC R RC RR VR C RR RC RC RR Cyclammina Sp. 0-9144 152-610 VR C C. constrictionargo 1 3-1 21 9 91 -61 O c VR Discorbinella concentricus 2 3-3 66 3 0 -1 83 ' RC Discorbis isabelleanus 1 0-1829 0—46 VR RR RR RC :2 RC 0 D. versilormis 6 0 -1 8 29 0 -76 VR R Dorfhea sp. 0-9144 30-914 VR Elphidium advenum 5 0-1829 0-91 RC C R R R R VR R E, crispumrrax) 9 0-1829 0-91 RR RR RC C E. hannai 2 0-1829 0-91 VR RAH E. microgranulosum 4 0-1829 0-183 RR R RR A Epistominella gyroidinaformis 5 30-2103 152-914 C RR C R RR A VA R E. pacifica 10 27492103 91-914 RR VR R RC R E. parva 12 46-1219 76-274 VR R (I) a“) E. reliaiana 4 18-1829 366-914 RC E E. subperuviana 6 18-1829 91 -914 VR RR RC 0 0 Foo RC VA RR g Eponides blancoensis 1 B 0-1 21 9 1 8 -274 VR ‘5 E frigidus 1A 0-1829 091 RC A “- E hannai SB 0-1829 0-91 VA C E. regular/'5 6 0914 3-91 FIR RR VR 0 RR C RC 0 R RA RRR RR VA 0 Fissun'na laevegata 1 A 46-1 829 61 -1 22 VR C F. orbignyana 2A 46-914 46-274 VR RR Frondicu/aria vaughani 3 91 -1 829 1 83-91 4 Gaudryina sfavenensis 1 372 1 3 55 76 RC R . . A 2 Glob/gerina sp. . 46-3658 183-1829 v2A RR V A C A R G bulb/ales . 1 46-4572 183-1829 G pseudqbqllwdes 4 46—2743+ 183-1829 0 VA C G friloculrnotdes 1 A 4o.2743+ 183—1 829 A Gyroidina monfereyana 2 152—3658 183-1219 RC RR G rotundimargo 28 146—2377 R “R C “C Hap/ophragmoides sp. 0-9144 30~1219 VR VR VR Lagena acuticostafa 1 3-1829 61 -91 4 RC R RC RR R R R L hexagona 2 46-1829 46-914 RC VR R RC A A Loxosfroma plicafella 2 91 —1 829 1 83-91 4 Nodogenerina advena 1 0-2743 1 834 829 VR N. lepidula 2 274-1981 VR R Nodosaria parexilis 1 0-2743 1 83-61 0 Nonion cl.aflanticum 8A 3-610 3-122 RR N costifera 2 3-366 30—183 R) RC RR RC N. scapha 9 3—366 46-152 VR VR VR VR Nonione/Ia cf. miocenica 2 12-76 55-73 R RR N. miocenica 1 3-1829 18-274 RR Planulina omafa 1 B 18-1829 61-457 VR Robulus orbiarlaris 9 0- 1 829 1 22-366 VR VR RR Spirop/ecfammina graci/is 1 0- 1 8 29 46 - 1 83 RC Texfularia conica 3 23-1 021 34-101 VR Trochammina sp. 0-2743 0605 VR T. . . parva 3 0-2743 0.305 A A VA C A Uwgerina hoofsi 6 61-3658 183-914 R VR R A RC VA VA U. joaquinensis 4 113-2743 183-914 RC RR A RR U. subperegrina 5A 34—1981 91 -914 RR A VR R A VA C A Valvu/ineria grandis 13 122-1981 122-488 C VR RR RC VA V. omafa 5 VR Virgulina californica 3 3-914 461% R(C RC 41 RC RR VA A V, nodosa 9 3914 46-183 R RC RC RR Acflnocyclus ehrenbergii RCC 1 RR YAA A pyrotechnicus Actinoptychus glabrafus RR A perplexus , c A A splendens RC VR -- VR A {hum/i A undulatus A RR A A vulgaris v. monicae A R Arachnoidiscus decorus RC C RR A ehrenbergii C 0 RR A manni RC RR RR A ornafus monfer/anus VR VR Aslerione/Ia sp. R Asirolampra dam/inii A VR A dubius VR Aulacodiscus decorus RR A RC oreganus . VR . Auliscus albidus VR A caelatus RC RR C A grunowii RR RR A mirabi/is RR VR VR A puncfatus RC VR A RR A sfockhardtii VR B. pulchella RR 3. foumeyi A RR C Campy/odiscus coroni/la VR RR C. monferianus VR Ceratu/us johnsonianus R Chaetoceras sp. RR RC - . R Coccone/s ambigua C. antiquua RC VR VR C. dirupta VR C. distans VR 0. notabilis C C. pennafa RC RR C. triumph/s RR 0. vifrea RR VR Coscinodiscus apiculatus A C. asteromphalus C C C curvulafus A C C C. elegans RR RR VR C. excentrlcus V 2 A C. herculus R C. Iineafus RR VR C C. marginafus VA C V2A VA 2 c. masoni RC .9 C. obscurus A R A 3 C oculus—iridis C VA VA C. radiafus A VR C C. subtilis RR C. vefusfissimus RR RR Craspydodiscus rhombicus VR Diploneis exemfa R C D. major VR D. taschenbergeri Vg VR R Entopyla g/‘ganfea Eupodiscus oculafus RR R Glyphodiscus stellatus VR Goniofhecum mgersii R Grammafophora marina RC R RR G merlefa RC R RR Hem/discus simplicissimus RR VR Hyalodiscus reficu/atus RC l-I valens C C lsthmia nervosa RC RR RC Lifhodesmium calilomicum R L minisculum RR Ludugerla janischil R Melosira clavigera RC RC R M sulcafa A VR A A Naval/a angelomm R N aspera R N densisfriata VR N hennedyi R N longa R N Ma A RR N madrae VR N praefexfa R VR R N splendlda RR Nitzschia sp. R Orthoneis splendida RR VR R Plagiogramma anti/Iarium VR Rufilaria epsilon RR Rouxia californica A Sfephenopfyxis appendiculata VR C S. corona RR VR 8. lineata RR 8. turns C C Sticfodiscus californicus *1 RR RR RR Triceraflum arcticum RC R T elegans R VR C T. inelegans R A T monfereyi VR T. fhumii VR Xanfhiopyxls sp. 0 R VR RR X diaphana VR X acera RC X oblonga VR X unbonafa RR VR Cannopilis binocu/us R u) Dictyocha fibula A <3 D. sfaurodon R = Distephanus crux Q) g D. speculum I: VRR RAC é Mesooena diadon VR VR <0 M hexagona VR VR Paradicfyocha polyacfls V2A R RR Arenaceousforams VR V5A V2A VA V3A Diatoms unident. VR R A VA 9 Echinoid spines VA V3A VA R 8 Fish remains *3 Lompoquia culven‘ C C C VR RR VR VR C A R R R R 5 }bsm R E L retmpes R g Plant fragments . + + + 8 Pseudosenola sp. (yellowtail) R c Sorda stack/i (bonita) R 6! g Ostracods VR RR RC 3 Sponge spicules VR C C + 0 RC RR RR 2 Statoliths VR V3A V2A VR V3A Radiolana 46-9144 610-3658 VR VR RC RC RC VaA V3A V2A V2A VA VA VA VA Worm tubes + ? Ant/planes sp. + Arca sp. + Astrodapsus sp. + A margarifanus + Balanus sp. + + Borophagus lirferalis + Calyptraea sp. + Cancel/aria sp. + Crypiomya sp. + C. californica Conrad + C. ’ cl. quadrafa Arnold + 7,; C. quadrafa Arnold + + + 2 Fissuridea sp. + g Farren'a magisfer (Nomland) + + + O.) E Maoorna cf. secfa Conrad + 1: Marcia cf. oregonensis Conrad + E Mitre/la sp. + U; Mya cf. truncata Linne + x (I) 3 Nassan'us sp. 2 N caIi/omianus? var. Arnold + u,— N coalingensrs ? g Neven'ia sp. + + 5 N rec/uziana (Deshayes) + .C a Osfrea sp. + + + + + {5’ O. titan Conrad + + + g Ponape generosa Gould + £2 Pecfen sp. + + t S, P. crass/cardo Conrad + + + + + + g P. (L yropecfen) cerrosensis Gabb + 9, P. (Lyropecfen) esfrellanus Conrad + + + + + + + + 55’ P. pabloensis (7) Conrad + a P. pedroanus Trask + g P. raymondi Clark + + + + Phacoides annulafus Reeve + Psephldia sp. + + Scufella sp. + ? Searfsia sp. + Solen sp. + 8. cf. perrini Clark + + S. perrini Clark + Spisula sp. + Tamiosoma cf. gregaria Conrad + Thais sp. + + T. cf.ketflemanensis Arnold + Turri'tella cf. cooperi Carpenter + T cooperi Carpenter + ‘1’ gRglllioociIggimrga-rlstTnngfiglnaege designation Im lm Im P7 lm lm lm lm lm lm lm lm lm lm lm lm lm lm 2’ IV-early Mohnian‘ III-late Mohnian ' IV lm IV lm lm IV lm Im lm lm lm lm Im lm lm lm lm lm or lm lm Im lm lm lm Im lm III III III III III III III III III III III III III III lm lm lm lm lm a-h (subdivisions of late Mohnian--a, youngest; h, oldest) "Margaritan" Provincial lm "Jacamos" Provincial 9‘“ 9'“? b b b 9'11 9 g g a a a a‘ a IV IV IV IV IV Molluscan Stage +— Mollu scan Stage _’ E E g E E E E o o g _' g g E 99.9916 9 '5 >. >. a -.= .9 .9 .9 .9 .9 .9 .9 <2 0 o o o o “ m 8 a 7" a E a a a E E T“ a a E “ a a “ 7"? E g Bafhymetric data were primarily obtained from the Shell Oil ’gfi E g ‘E F“; ‘3 :2)? g g E E, "E E ”E ”E E E E E 31:: ‘E‘ 3E 3‘5” :§ § 5 '5 E E E E 5 E E E E E E E 5 .‘é’ 1(3) 5 ET 3 E E E‘ Company, Pacific Coast Area, Paleontology Data Processing = D I: D 3 .0 g 8 S .o n g g 2 9:) 3 8 8 QC) 0:, 0:, 8 “5’ at) 05’ QC) 3 S S 2 g E g S S g 8 g B 3 S 2 3 8 ‘3 g g g 8 ~ Dictionary (unpublished, 1970) 5 E 5 a ‘1 E a; L L a; a: —— — a; a a; '- ‘- L ‘- -— ‘- ~ ‘- - h a L — '— - - ‘- 1- - 1- 1. 1— .. 2 2 9 o. 9 a 1. o. L 9 GS ,_, D. ‘_ O. I: (1 D. 9 a; 0. D. ‘U 'D E C E (1:) 0c.) 0:) g CD CD a) (1) OJ 0) 3 Q) ‘(J a.) a) 0) Q) OJ a) d.) a.) co (D OJ <1) <1.) 3 (D a) CD 3 <1) ED {I} :1 Q 3 Q U Q 0. 3 D. D. Q :9 :9 C I: I: C t: C C C C I: C C d) D. E D. Q Q Q Q Q Q Q D. Q Q Q Q . C D. ‘1 ' 0. Q °=O=§330%33§§—-—--5-5 55555251523 351513351 3 3 gSSSé’E %%§%% 2 z E 5 Code for abundance of microfossils and macrofossils ' Dominated by reworked lmIV fauna VR- 1 INTERIOR—GEOLOGICALSURVEY, RESTON,VA—1989 R‘ 21° 4 Paleontology of the Santa Margarita Formation, Monterey Shale, RR' 51° 10 and associated units by US Armstrong (diatoms and RC— 11 to 20 HART LI TIN T silicoflagellates), Alex Clark (macrofossils), G.C. Lutz (ioram- 0 21 to 50 LLE‘ TED FROM inifers), Kristin McDougaII (miscellaneous microfossils), E.J. A— 51 to 100 ’ , Moore (macrofossils), R.E. Steinert (foraminifers), and EH. VA- 101 to 200 Stinemeyer (foraminiters and macrofossils). Macrofossils from VZA- 201 to 300 ' localities V311 and A918 were identified by Vander Hoot (1931) I A F RMATION MONTEREY SHALE AND ASSOCIATED UNITS V5A~ 501 to 600 9 9 collected at localities H549, H603, H605, H607, and H608 + - present (Panorama Hills Formation of Dibblee, 1968) and $512, H564, H612, H661, H662, M7868, M7869, and M7870 (Santa Margarita 1Members of Monterey Shale Formation) have been identified by Addicott (1972). a es- P6 DEPARTMENT OF THE INTERIOR PROFESSIONAL PAPER 1442 PLATE 4 US. GEOLOGICAL SURVEY SECTION 0 SECTION 0 SECTION E SECTION F SECTION G SECTION (CORE) H SECTION B REPUBLIC SANDSTONE OF LOCAL USAGE SECTION A SANTA MARGARITA FORMATION (MEMBER B) SANTA MARGARITA FORMATION (MEMBER B) WILLIAMS SANDSTONE OF LOCAL USAGE NW1/4 sec. 32, T. 12 N., R. 24 W., Kern Co., Calif. WILLIAMS SANDSTONE OF LOCAL USAGE NW1/4 sec. 34, T. 32 S., R. 23 E., Kern Co, Calit. REPUBLIC SANDSTONE OF LOCAL USAGE NIB/4 sec. 13, T 32 S, R. 22 E., San LUlS OblSpo Co., Calif. SE1/4 sec. 13, T. 32 S., R. 22 E., San Luis Obispo Co., Calit. SANTA MARGARITA FORMATION (MEMBER C) North»centra| sec. 34, T. 31 8., R. 22 E.. Kern Co, Calit. SANTA MARGARITA FORMATION (MEMBER D) SW1/4 sec. 22, T. 31 8., R 22 E., San Luis Obispc CO., Calif. NE1/4 sec 15 T 32 S R 22 E San LUis Obispo Co Calif East-central sec. 23, T, 32 S, R. 22 E., San LUIS Obispo Co., Calif. . , . ., . ., I, . GRAIN SIZE - GRAIN SIZE GRAIN SIZE GRAIN SIZE (0 2 Z GRAIN SIZE (0 z z w 2 z w 2 z GRAIN SIZE m 2 z GRAIN SIZE (I) z Z GRAIN SIZE (0 Z a D m (2) 5 m” > 0 Lu 0 UJo 05m > g g 0 mg as”, > 9 g Q Lug w’m (>5 Q E 9 m9 050) > 9 g 0 u_,O vim >. 3 Lu 0 ‘ Q ”J — WI >' Z _ L”— ‘0 Z [I T T ' T ’- mo: 0 <' l— 0 mo: < l- i— m o ' — _ lI — 58 as a e r: S 8i; a? 8 Doom % i: as it’s 8 sages u, a E 33 3335 8 >3358wm E E Es as 9 £2me E e as as 9 seam” 3 E gs e5 O GEM” E E ‘sz $55 8 >3§$$ m a E a U) D a_ z__ u.I >22 Lu w i— _ — z w E LLJE zi— .I < (too in I < ““4an o 0: 4< mm 0 mt: l— —‘ <<§zwiu a; i— _ u“: 2.. ..I <<Daommw mm LEG) REEL? (ZZZWLULU : g .4 3 < I' < < < 4 _i .i I . ._ U o 0 m u) m :3 cu m .E D. U u) o i: z In no u. 3 J _] . g in :l L“ o' L“ < LU O ' Massive .Io mngIID-o Unbroken Ostrea shells 2’ :6 “- E ( 0 Pebbles as large aSZcm . IE 3 8 LT. 3 Granite and shale pebbles as large as 2.5 cm II°I°P°IIMII°IIIIII I I Granite, flow-bandedtelsite, and shale o5 Io°°o° °a III". ' ‘ Dolomite and shale clasts DEDbIGS 35 large a55cm .. .. Channel I . .. Granite boulders Fill 3o '- 7.. II“ _I Granite and shale pebbles as large as 4.25 cm .. . . _ Dolomite clasts as large as 36cm -', 9 ‘1|—‘ Granite pebbles as large as 0.65 cm Granite cobbles as large as 20 cm (I3? . ' ' .- Concretions *6 E a) ' , EE : Covered >ooommm 0) Ev— .c m . . < 2 z z w Lu Lu ._ a: ... j . It < 4 < .4 .1 U C o as wawees o o h" 55 gm deui(uio 20cm strease £3 ‘0 . . . <0 Z L“ w II Q 0 'D 8' é, a -. , Granite boulders as large as 46cm LL § 3; (D c u, E 3 t '. ,' " ' O Concretio..s m U LE % I I o 65-cmelong granite pebbles O E‘ It; ° 0 E D. I ‘: u- 3 o g I, . 7.6; to 10~cm~long granite cobbles D 5900 . _ Concretions Granite pebbles as large May be a composite bed _ Maximum boulder 1.22 m (b as 2.5 cm . . 3 fl Erosional base :5, - ,. C 'E .— ’ .. . .9 8 I I. . :E 5 Diatomiteclasts as large . ' U 3 » I - May becomposlte c g 85156"! , I (B (U u) . , - . es °. . . . c g . . . <1) . e S . . m .. . O O , , . Scattered granite and shale pebbles as large 20 as 7.5 cm c'nm 9 @I " Granite boulders as large as1.53m c - is E 8 I ".0 , Erosional base E C , . E E? -' . , . ‘0 SI I- 'I Diatomite chips Diatomite chips Fa “7 . . ' , U ‘. ° . .. .. g) g , _ ' Granite boulders average 30 cm ___. IE % . . . Maximum boulder1.22 rn Granite and shale pebbles as large as2cm - _ Erosional base I . _ I I g, 40 Slightly contorted bedding Diatomite chips - , . .‘ as a b _-. - G s e . . ' - d) E g a o . . E 8 . - “I 3 _"-_ . . , En E‘ Diatomite chips - Reverse grading IE m . . . . g . Granite and schist boulders as large aS4GCm 3 a -I . a a 3 Diatomitechips I , o Diatomite chips '—" May be a composite bed g 0 -@ Diatomite chips . . L Diatomite chips . __I_ —_ ,. a Ififi . . ' - fil—I‘ Diatomite clasts as large as 30 cm Diatomite chips w I! k d 'it rid h l I t I I e -pac e gran ea 5 aecassas arge '» ' 0 ‘ ' ' ‘ as 4.25 cm . Covered > o a II . 'tm' , own/3w , ‘. . fit" Dlao Ite clasts and chips 3 <2: E E “j 5 L” Reverse grading a; . . <2 w m w 3 a a flaw 30_ 2U-cm»lIong diatomite clast E % a w E 33 8 10 E III I Diatomite chips I” l: 2 D: O I _ . . . < G rte and shale b les sl . E g . I. Boulders average 30 cm Diatomite chips 8 ran pe II a arge a525cm E a. . .I '. II Maximum boulder 91 cm .. .. U 0’ " Iir" C U) - m . . _ E g I - 5'05”"3‘ base Slightly contoned bedding C Q . iI 3 Granitecobblesas large asta cm I Granite and shale pebbles as large as 2.5 cm ‘ ‘ I Diatomite chips , '~ , . 65-cm-thick granite pebble layers Stretched diatomite clasts in chaotic zone :— .‘ ' ’ ' between 30 and 31 m I' ‘ . Diatomite chips Highly deformed May be acomposite bed ' I ‘ - - ~ Diatomite clasts as large . . Diatomite cm s , . . .. II Granitecobblesas large 3513 cm p 356°C,“ I . ' I Diatomite chips 2 Granite and shale pebbles as large as 7.5 cm I I I I Diatomiteclastsas large I’ II .. as10crn , ‘ —‘ (\I . . .. a, . ‘ U _ . —- C . _ as) : U .1 -- - ' —— c U . . . —— Granite and shale pebblesaslargeasScm; I I I m 3 Diatomite chips also clasts ot underlying siltstone . . fi out: C3)" I , ' E g —L Diatomite chips ._ Granite pebbles E o.) I -‘ - a) Q __ I E g . . I g 3 Dolomite block is 86 cm long and protrudes Granite and shale pebbles as large as 4.25 cm E a, Granite pebbles as large as 3.0 cm 0 into underlying sandstone I I I 3 ' " " 0 Covered ‘0 a) ‘ » > D D D u) (I) v; c U, . . o < z z 2 Lu LU l.Ll ‘“ o 5 If; 5‘; “ S a d . L . .. -- Granit cobblesasla easSOcm \ m gnu Tfliffi"*“ e "9 sesame gmomggg I; . fir. 4<<<44§ mZuithI-‘Lo .Erl . . Qmwwggm ILELIG U. 3 - ' ' ,- ’3 Lu 0‘ m ( m o S . U) Z in (IQ g ‘l O Q . m 2 . , Granite boulders as large as 91 cm s , . _. - o I , I Schist pebbles as large as 0.65 cm ‘ .I - Diatomite chips as large as 7.5 cm I I Blocks ol dolomite as lar e as 1.02 cm .- Blocks oi sandstone as large as 30 cm SECTION I SECTION J SECTION K SECTION L . :SANTA MARGARITA FORMATION (MEMBER C) SANTA MARGARITA FORMATION (MEMBER C) SANTA MARGARITA FORMATION (MEMBER 0) SANTA MARGARITA FORMATION MEMBER I. Granfle cobblesaslarge aslocm Chaotic zone lying betweentB and 20m Nortlhvcentral sec. 34, T. 31 8., R. 22 E., Kern CO., Calif. NW1/4 Sec. 34, T. 31 3., R. 22 5., Kern Co, CaIlI. NE1/4 sec. 28. T. 31 8. Fl. 22 E. Kern Co Calif Center sec 20 T 31 s R 22 E KI c CBIIf ._ ' ‘ " ‘ - ,. ., . ., em 0., aI. - ' ’ ' F‘l_l“l_l_l‘“l " z GRAIN SIZE (/3 Z 2 GRAIN SIZE GRAIN SIZE GRAIN SIZE m z 2 U) z Shaleand >000www . - - O ’ > ‘3 ”J O O " D uJ O O > 0 Lu 2 to Z sandstone Egg; g 24;; Diatomitechipsandclasis 8E 3% O D D g m g p 8E 8% a D D E m g I: (USII: 8g 6 D 3 o: g Lug $10 Z5 3 E Q nII/emberoi Emdiéfig Diatomiteclastsaslargeas15cm 5E %E g égiwujmg 5 % EE “ZJE 9 ggéfigmm 5 E EE fig 9 gggu‘figmw i2 E %g LITE O >gg$$ w a E onerey azmwmeo 30 ILL: jaw/101344 3 Q Do XIII O eon/image o 30 2cm 0 u2 ' — Diatomite clasts as large as 2.5 cm 'E 8 ‘ Scattered granite pebbles as large asScm E E Diatomiteclasts as large as 15 cm 5 “3’ I o- , Granite and diatomite cobbles as large as 20cm II E 5)) I 5,9 ~ . Tiny shale clasts - c m ' I c‘» Slightly contorted bedding I I Granite pebbles as large as 2.5 an IE EL . LL C . - . ._ . . S V. Granite and diatomite cobbles as large as 460m Masswe _ I . . Erosronal base x q) - ' LE“) 8 Reverse grading Granitecobbles as largeas 25cm Channel . . I :6 g Shale 'I I , I s a -. - é): Shale A; IE g Shale Smallchannel 3 0- Shale A _ ,. a :i 0 Covered 0 Granite cobbles as large astOcm Granite and shale pebbles aslarip as 750m; >- o o a U) U) (I) 0 shale 5 <21 3 2 E B EIJ < EXPLANATION . em Emnwass Tiny shale clasts E a) 3 § 0 LU < m o .0) E E Granitecobbles as largeastScm "’ i: E g E [L 0 E a) :E :i O SILTSTONE g g I a g A: o E ‘1’ C (I) .— 3 III "0 O' . ID to m (‘3 C .. .. COVERED “3 .8 FT E 3 Granite boulders as large as 61 cm. between . c'n E L: 3 23 and 26 m; also some llowrbanded - .. Granite pebbles as large as 2.5 on CONGLOMERATE i .E a I . I . telsite pebbles: cobbles are well rounded . . ~— 3 fir‘ Granitic clasts ' ‘ ' ' I'I' Shale cobbles as large as 30 cm Shale Schist clasts E I. Dolomite clasts Granite and diatomite boulders as large as 81 cm Weathered biotite gneiss cobbles I Diatomite clasts J— Maybe acomposite bed , lNTERIOReGEDLOGICAL SURVEY, RESTON, VA—1989 (others Indicated) _f—~ -- gin __ , E 8 Granite pebbles as large as 7.5 cm .. .. Erosional base c c .E (1) DIATOMITE (SHALE WHERE INDICATED) .I.. S g (D . . . ~ C u) _ _ . . . . I m SANDSTONE' GrIaIn SIIZB profile IShOWSIVISIIJaI ’7l— Granite boulders as large as 61 cm, between . ‘Q SO-cm-long granite boulder Fine estimation of median grain Size _____ 17 and 22.5 m; also some llowaanded g (V Medium 0 II 1‘ f. L’ITIT telsite pebbles; cobbles are well rounded E at Coarse 2%0083‘” %% d ( <2( <2( 4 _I 1:4 -_- Granite pebbles as large as 7.5cm \ u) m U) 3 In no I: m 0' Lu E E 8 . . GRADEDBED seaweed _ u. 5 E 0 Channel Granitecobbles as largeas 205m 8 Small channel with 7.57cm-long __ HORIZONTAL LAMINAE granite cobbles Diatomite clasts as large as 5 cm -—4—— SMALL-SCALE CROSS-STRATIFICATION Erosional base ' 6: v- I 7 /- LOAD CAST s g E C E a: GranitepebblesaslargeasScm ' fl 3 _._ Granite pebbles as largeas5cm -/€/' CONVOLUTED STRATA '0 g g u) - E V DISH STRUCTURE E’ “l ' 'E I31 LE 3 (b MACROFOSSIL A OSTREA SHELL Granitecobbles as large as 460m E PECTEN SHELL g GASTROPOD Granite and llow-bandedlelsite cobbles as fir large as 20 cm I I BURROW 0 l‘l—t—t—IJ‘W 2 D O O U) m) (I) In 4 <2. 5 a a a a FLAME STRUCTURE e m o w a g g A” I; W D “J <( N O a Z LU U3 cc ‘1 o u. g E 0 I 8 _,_ fl Covered > o o D U) m m < Z Z Z LU LU (Ll I J ( q < _J 4 _J . .. Granite andllow-bandedlelslte cobbles as Q U) m to g g g —I‘ largeasScm I3 u.I d LU 4 Lu 0 (7; Z LLl w I: II 0 LL E E o as 8 IE 8 l Diatomite pebbles as large asScm C C IE 3 Cr ‘0 q, . (Cu (I) Diatomiteclasts as large asaocm . E 0’ m .E g .E Q LL. 3 . _ Granite cobbles as large as 15 cm I A - - DE IAILED MEASURED 0U I CROP SEC I IONS AND CORE DESCRIP I IONS O] I HE SAN [A MARGARI [A Granite cobbles and boulders as large as 91 cm; some flow-banded telsite pebbles O PARIS OF IHE MON I ERE Y SHALE, SOU I HERN IEMBLO ANGE, CALIFORNIA Santa >-or:iomm