Preliminary Geologic Map of the Murrieta 7.5
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Geologic Map of the Lakeview 7.5' Quadrangle, Riverside
Prepared in cooperation with the U.S. DEPARTMENT OF THE INTERIOR Eastern Municipal Water District and the CALIFORNIA DIVISION OF MINES AND GEOLOGY U.S. GEOLOGICAL SURVEY OPEN-FILE REPORT 01-174 Version 1.0 117 7' 30" 117 00' CORRELATION OF MAP UNITS DESCRIPTION OF MAP UNITS 3 52' 30" 33 52' 30" MODERN SURFICIAL DEPOSITS—Sediment recently transported and Kmeg Granite of Mount Eden (Cretaceous)—Granite to monzogranite; white to gray, grain-size, rare schlieren, and more abundant, more attenuated inclusions. Age Qw Qf Qv Qc Qlv deposited in channels and washes, on surfaces of alluvial fans and alluvial plains, leucocratic, medium- to coarse-grained, commonly foliated. Contains relation to Lakeview Mountains pluton is ambiguous. Small mass of tonalite and on hillslopes. Soil-profile development is non-existant. Includes: muscovite, garnet, and almost no mafic minerals. Restricted to northeastern resembling Lakeview Mountains tonalite occurs within the Reinhardt Canyon Qyf6 Qw Very young wash deposits (late Holocene)—Deposits of active alluvium; confined part of quadrangle where it occurs as dikes and irregular masses emplaced pluton near the contact, but is not clear whether it is inclusion or intrusion of to San Jacinto River channel. Consists mostly of unconsolidated sand in along foliation in metamorphic rocks; also as southernmost part of small pluton Lakeview Mountains rock. Similar appearing tonalite north of Lakeview Qyf5 ephemeral, engineered river channel. Prior to agricultural development, that extends into quadrangle to north Mountains is correlated with Reinhardt Canyon pluton Holocene position of river channel was north of current engineered channel. Sediment Mixed metamorphic rocks and granitic rocks (Cretaceous and Qyf4 Klt Tonalite of Laborde Canyon (Cretaceous)—Biotite-hornblende tonalite. -
Appendix 10.7 Paleo Report (PDF)
Appendices APPENDIX 10.7 Paleontological Resources Assessment San Bernardino Municipal Water Department March 2016 Clean Water Factory Project EIR Appendices This page intentionally left blank San Bernardino Municipal Water Department March 2016 Clean Water Factory Project EIR PALEONTOLOGICAL RESOURCES ASSESSMENT REPORT CLEAN WATER FACTORY PROJECT City of San Bernardino San Bernardino County, California For Submittal to: City of San Bernardino Municipal Water Department 300 North D Street San Bernardino, CA 92401 and United States Bureau of Reclamation 27708 Jefferson Street, Suite 202 Temecula, CA 92509 Prepared for: RBF Consulting 3210 E. Guasti Road, Suite 100 Ontario, CA 91761 Submitted by: Harry M. Quinn, Paleontologist/Geologist Terri Jacquemain, Report Writer CRM TECH 1016 E. Cooley Drive, Suite A/B Colton, CA 92324 Michael Hogan, Principal Investigator Bai “Tom” Tang, Principal Investigator January 13, 2015 CRM TECH Contract No. 2878P Approximately 5.24 acres and 120,120 linear feet San Bernardino North and San Bernardino South, Calif., 7.5’ (1:24,000) Quadrangles Within the Rancho Muscupiabe and Rancho San Bernardino land grants T1N R4W and T1S R4W, San Bernardino Baseline and Meridian MANAGEMENT SUMMARY In December 2014 and January 2015, at the request of RBF Consulting, CRM TECH performed a paleontological resource assessment on the Area of Potential Effects (APE) for the proposed Clean Water Factory Project in the City of San Bernardino, San Bernardino County, California. As proposed by the San Bernardino Municipal Water Department (SBMWD), the project entails the installation of a recycled water pipeline system to connect the Waterman Basins and the East Twin Creek Spreading Grounds, located at the base of the San Bernardino Mountains, to the San Bernardino Water Reclamation Plant, located just north of the confluence of East Twin Creek and the Santa Ana River. -
Project Location and Description
Rincon Consultants, Inc. 250 East 1st Street, Suite 1400 Los Angeles, California 90012 2 1 3 788 4842 OFFICE AND FAX [email protected] www.rinconconsultants.com November 12, 2019 Project No: 19-08558 Kathy Hoffer Development Director HILLWOOD Enterprises, L.P. 2855 Michelle Drive, Suite 180 Irvine, California 92606 Via email: [email protected] Subject: Paleontological Resource Assessment for the Moreno Valley Trade Center Project, City of Moreno Valley, Riverside County, California Dear Ms. Hoffer, Rincon Consultants, Inc. (Rincon) conducted a paleontological resource assessment for the proposed Moreno Valley Trade Center Project (project), an industrial development located in the city of Moreno Valley, Riverside County, California. This study was prepared under contract to HILLWOOD Enterprises, L.P. (HILLWOOD) for use by the City of Moreno Valley (City) in support of the draft Environmental Impact Report (EIR) being prepared pursuant to the California Environmental Quality Act (CEQA). The goals of this assessment are to identify the geologic units that may be impacted by development of the project, determine the paleontological sensitivity of geologic units underlying the project site, assess the potential for impacts to paleontological resources from development of the project, and recommend mitigation measures to reduce impacts to scientifically significant paleontological resources, pursuant to CEQA. This paleontological resource assessment consisted of a fossil locality record search at the Natural History Museum of Los Angeles County (NHMLAC) and Western Science Center (WSC), a review of existing geologic maps, and a review of primary literature regarding fossiliferous geologic units within the project site and vicinity. Following the literature review and records search, this report assessed the paleontological sensitivity of the geologic units underlying the project site, determined the potential for impacts to significant paleontological resources, and proposed mitigation measures to reduce impacts to less than significant. -
IV.F GEOLOGY and SOILS 1. Introduction This Section of the EIR
IV.F GEOLOGY AND SOILS 1. Introduction This section of the EIR describes the current geologic and soil conditions underlying the project site and provides an analysis of potential impacts associated with geological hazards related to seismic impacts and subsurface conditions. This analysis is based on a Feasibility Level Geotechnical Investigation prepared by GeoSoils, Inc., and two Due Diligence Geotechnical Investigations prepared by Petra and LGC Inland. The geotechnical reports are included as Appendix F. 2. Environmental Setting a) Regulatory Environment 1) State of California Alquist-Priolo Earthquake Fault Zones The Alquist-Priolo Earthquake Fault Zoning Act of 1972 established the Alquist-Priolo Earthquake Fault Zones in order to mitigate the hazard of surface faulting to structures for human occupancy. The Alquist-Priolo Act (Public Resources Code [PRC] Section 2621) was passed in response to the 1971 San Fernando Earthquake, which caused extensive surface fault ruptures that damaged homes, commercial buildings, and other structures. The primary purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to prevent the construction of buildings for human occupancy on the surface trace of active faults, to provide the citizens with increased safety, and to minimize the loss of life during and immediately following earthquakes by facilitating seismic retrofitting to strengthen buildings against ground shaking (PRC Section 2621.5). Under the Alquist-Priolo Act, the state geologist is required to establish regulatory zones, known as Earthquake Fault Zones, around the surface traces of active faults and to issue appropriate maps to assist cities and counties in planning, zoning, and building regulation functions. Maps are distributed to all affected cities and counties for the controlling of new or renewed construction and are required to sufficiently define potential surface rupture or fault creep. -
Perris General Plan Safety Element
City of Perris General Plan Safety Element (City Council Adoption – October 25, 2005) (2014 March Air Reserve Base/Inland Port Airport Land Use Compatibility Plan Amendment - City Council Adoption– August 30, 2016) Safety Element i City of Perris General Plan Table of Contents Introduction ....................................................................................................................... 1 Existing Conditions ......................................................................................................... 3 Seismic Hazards .............................................................................................................................................. 3 Flood Hazards ................................................................................................................................................ 15 Fire Hazards ................................................................................................................................................... 29 Other Hazards ............................................................................................................................................... 33 Public Safety .................................................................................................................................................. 46 Issues ............................................................................................................................... 48 Issue #1: Vacant Land ................................................................................................................................ -
Geologic Map of the Corona South 7.5' Quadrangle, Riverside and Orange Counties, California
U.S. DEPARTMENT OF THE INTERIOR Prepared in cooperation with the OPEN-FILE REPORT 02-21 U.S. GEOLOGICAL SURVEY CALIFORNIA DIVISION OF MINES AND GEOLOGY sciencescience forfor a changingchanging worldworld CORRELATION OF MAP UNITS DESCRIPTION OF MAP UNITS 117 o 37' 30" 117 o 30' o 33o 52' 30" 33 52' 30" MODERN SURFICIAL DEPOSITS—Sediment recently transported and Tvs Vaqueros and Sespe Formations, undifferentiated (early Miocene, Kvem Estelle Mountain volcanics of Herzig (1991) Qaf Holocene deposited in channels and washes, on surfaces of alluvial fans and alluvial Oligocene, and late Eocene)—Interbedded marine and nonmarine (Cretaceous)—Heterogeneous mixture of rhyolite flows, shallow plains, and on hillslopes. Soil-profile development is non-existent. sandstone and conglomerate assigned to the Sespe and Vaqueros intrusive rocks, and volcaniclastic rocks. Distinguished from Santiago Qyw Qyf Qyf1 Qya Qyls QUATERNARY Includes: Formations. Occurs in northwestern corner of quadrangle and as fault Peak Volcanics (Kvsp) by paucity of andesitic rocks. Underlies large Qof Qof1 Qols Qaf Artificial fill (late Holocene)—Deposits of fill resulting from human and alluvium bounded blocks south of El Cerrito. Locally, marine area east of El Cerrito. Informally named by Herzig (1991) for Pleistocene construction or mining activities; includes numerous noncontiguous fossil-bearing strata of Vaqueros Formation are bed-by-bed interlayered exposures in vicinity of Estelle Mountain, Lake Mathews 7.5’ Qvof Qvof1 Qvoa areas related to sand and gravel operations and flood control in and with nonmarine rocks of Sespe Formation to degree that formations quadrangle. These rocks were termed Temescal dacite-porphyry by adjacent to Temescal Wash and to road grade and ramps along Corona cannot be mapped as separate units. -
PB 297571 the John A
PB 297571 The John A. Blume Earthquake Engineering Center Department of Civil Engineering Stanford University SEISMIC RISK ANALYSIS FOR CALIFORNIA STATE WATER PROJECT Reach C by Haresh C. Shah Manoutchehr Movassate Theodore C. Zsutty This research was partially supported by the Department of Water Resources, State of California Grant DWR 8-51478 and by the National Science Foundation Grant GI-39122 Report No. 22 March 1976 50272 -101 REPORT DOCUMENTATION T1:-REPORT NO. I- PAGE I NSF!:_RA-=76~~~2_~_ 4. Title and Subtitle Seismic Risk Analysis for California State Water Project, Reach C 6. ------------- .. - -------------------------1 7. Author(s) 8. Performing Organization Rept. No. H.C. Shah, M. Movassate, T.C. Zsutty 22 ----- - -----------------~ 10. Project/Task/Work Unit No. --. --. -------------- Center II. Contract(C) or Grant(G) No. (C) (G) GI39122 12. Sponsoring Organization Name and A-dd-r·e-s-s------------------ ---------- ---------------------1 13. Type of Report & Period Covered Engineering and Applied Science (EAS) National Science Foundation ------------------_ .. ------- 1800 G Street, N.W. 14. Washington, DoC. 20550 r-1~5-.-=-su-p-p'-em"""e'-Cnt-'-ary-'-'--'-N-ot=--es-=--=-':""""'--=:"::"'::"'=""--- .-------.--------------~ --------------------1 Partially supported by the Department of Water Resources, State of California, Grant DWR B-51478 1-------------------- ---------------- 16. Abstract (Limit: 200 words) A seismic hazard map for the region described as "Reach C" for the California Water Project is developed in this report. "Reach C" for this work is defined as that por tion of the California Water Project from Tehachapi Afterbay up to and including the Perris Dam and Lake. The key facilities within this reach include: (1) Tehachapi Afterbay, (2) Cottonwood Power Plant Site, (3) Pearblossom Pumping Plant, (4) Mojave Siphon, (5) Silverwood Dam and Lake, (6) San Bernardino Tunnel, (7) Devil Canyon Power Plant, (8) Santa Ana Valley Pipeline, (9) Perris Dam and Lake, and (10) Perris 0 &M Subcenter. -
PALEONTOLOGICAL RESOURCE ASSESSMENT and IMPACT MITIGATION PROGRAM for Barker Logistics II Project Perris, Riverside County, California
PALEONTOLOGICAL RESOURCE ASSESSMENT AND IMPACT MITIGATION PROGRAM FOR Barker Logistics II Project Perris, Riverside County, California Prepared for: Barker Logistics and BCR Consulting Prepared by: Environmental Planning Group, LLC December 2019 Table of Contents Project Background ................................................................................................................. 1 Project Description .................................................................................................................. 1 Purpose of Paleontological Monitoring and Mitigation Plan ............................................... 1 Geological and Paleontological Setting ............................................................................... 3 Paleontological Monitoring Plan ............................................................................................ 6 References ............................................................................................................................... 9 Appendix A: Record Search from Western Science Center Appendix B: Resume of Mike Pasenko, Paleontologist List of Figures Figure 1. Barker Logistics II East Project Location ............................................................ 2 Figure 2. Geologic Units at the Site .................................................................................. 4 Figure 3. View to the North Across the Parcel ................................................................. 5 Figure 4. View to the Northeast Across the Parcel ......................................................... -
Cultural Resource Assessment of Assessor's Parcel No. 360-130-003 in the City of Menifee, Riverside County, California
CULTURAL RESOURCE ASSESSMENT OF ASSESSOR’S PARCEL NO. 360-130-003 IN THE CITY OF MENIFEE, RIVERSIDE COUNTY, CALIFORNIA USGS Romoland 7.5' Quadrangle; Township 6S, Range 3W, Section 3 Dennis McDougall, Tiffany Clark, and Evan Mills Prepared By Applied EarthWorks, Inc. 3550 East Florida Avenue, Suite H Hemet, CA 92020-3047 Prepared For JPN Corporation, Inc. 1100 Wagner Drive El Cajon, California 92020-3047 April 2019 draft National Archaeological Database (NADB) Type of Study: Literature Search, Intensive Pedestrian Survey USGS 7.5′ Quadrangle: Romoland Level of Investigation: Section 106 NHPA; CEQA Phase I Key Words: USACE; City of Menifee; NHPA Section 106; CEQA; ~ 43 acres surveyed MANAGEMENT SUMMARY JPN Corporation proposes the construction of the mixed use development of land and a storm drain connection to Paloma Wash Flood Control Channel (Paloma Wash) to drain onsite runoff within the City of Menifee, Riverside County, California. As a result of both federal and City permitting requirements, the Parcel No. 360-130-003 Project (Project) must comply with Section 106 of the National Historic Preservation Act (NHPA) and the California Environmental Quality Act (CEQA). The U.S. Army Corp of Engineers (USACE) is the lead agency for Section 106 compliance and the City of Menifee is the Lead Agency for the purposes of CEQA. To determine whether the proposed Project would affect historic properties or historical resources, Applied EarthWorks, Inc. (Æ) conducted a cultural resource assessment of the approximately 43- acre (ac) Project’s Area of Potential Effects (APE). A cultural resources literature and records search was completed at the Eastern Information Center (EIC) of the California Historical Resources Information System (CHRIS), housed at the University of California, Riverside. -
Geology and Soils
5.6 Geology and Soils 5.6 GEOLOGY AND SOILS ENVIRONMENTAL SETTING The City of Moreno Valley planning area is situated along a valley floor bounded by the hills and mountains of the Badlands to the east, State Route 215 to the west, the Box Springs Mountains to the north, and the mountains of the Lake Perris State Recreation Area to the south. The planning area slopes to the south. Geology The City lies primarily on bedrock known as the Perris Block. This structural unit is located within the Peninsular Range Geomorphic Province, one of the major geologic provinces of Southern California. The Perris Block is a large mass of granitic rock generally bounded by the San Jacinto Fault, the Elsinore Fault, the Santa Ana River and a non-defined southeast boundary. The Perris Block has had a history of vertical land movements of several thousand feet due to shifts in the Elsinore and San Jacinto Faults. Figure 5.6-1 depicts the geology of the planning area. The materials within the valley area are characterized by Pliocene - Pleistocene alluvium ranging from relatively thin (20 feet to 200 feet) to intermediate thickness (up to 2,000 feet), overlaying the primarily granitic bedrock. The rocky, mountainous areas of the planning area, including the Box Springs Mountains and the Mount Russell/Lake Perris State Recreation area, have an underlying granitic bedrock that consists essentially of quartz diorite, and displays granite rock outcrops and large boulders. The Badlands range, at the eastern end of the planning area comprises deposits of what was once an inland sea, later elevated and deformed by geologic processes, before becoming severely eroded to its present state. -
Geology on the San Bernardino National Forest
Geologic setting, San Bernardino National Forest Unpublished manuscript J.C. Matti and D.M. Morton, U.S. Geological Survey 02/09/2000 GEOLOGY OF THE SAN BERNARDINO NATIONAL FOREST The San Bernardino National Forest (SBNF) includes parts of, two major geologic-geomorphic provinces of western North America, the Transverse Ranges and Peninsular Ranges provinces. The San Gabriel and San Bernardino Mountains are part of the eastern Transverse Ranges and the San Jacinto and Santa Rosa Mountains, Thomas Mountain, and Coahuila Mountain are part of the northern Peninsular Ranges. The geology of the two provinces is vastly different one from the other. The Transverse Ranges province boundary south of the San Gabriel Mountains is the Cucamonga fault zone, a major compressional fault zone at the base of the mountains. East of the San Gabriel Mountains the province boundary is right-laterally offset 15-20 km by the San Jacinto fault and is located in the structurally complex San Gorgonio Pass area. Due to fundamental differences in all but the youngest geology, the pre-Quaternary geology of the San Bernardino National Forest is discussed in terms of three rock assemblages, the San Gabriel Mountains assemblage, the San Bernardino Mountains assemblage, and the Peninsular Ranges assemblage. Although within the same geologic-geomorphic province all but the youngest geology of the San Gabriel and San Bernardino Mountains is markedly different. Major lateral displacement on the San Andreas fault has juxtaposed the different rock assemblages of the two ranges. The San Bernardino Mountains rock assemblage underlies the area of the San Gabriel Mountains north of the San Andreas fault in addition to the physiographic San Bernardino Mountains. -
Geology and Hydrology in the Eastern San Gabriel Mountains
Annual Field Trip Number 36, Stops and Discussions June 19 and 20, 2010 Geology and Hydrology in the Eastern San Gabriel Mountains A Journey through the River of Time Saturday, June 19, 2010 (Kenney, Reynolds, Goetz, Harris, and El-Zaynab field presentations) #A1: Lost Lake: A Sag Pond and Terraces along the San Andreas Fault #A2: Cosy Dell Formation (K-T Boundary) #A3: Vaqueros-Cosy Dell Fm. Contacts #A4: Crowder Formation Outcrops #A5: Cajon Valley Formation, Victor Valley Fan & Cajon Fault #A6: Vincent Gap and Grassy Hollow (Lunch Stop) #A7: Slope Stability Project at the Angeles Hwy 2 Bridge Sunday, June 20, 2010 (Nourse, Saint , and Summers field presentations) #B1: Cow Canyon Saddle Overlook #B2: USFS Visitor’s Center #B3: Gneiss-Dikes Intrusions and 1938 Floods #B4: Manker Flats and San Antonio Falls (Lunch Stop) #B5: 1969 Flood Terraces and SAF Outcrop #B6: San Antonio Dam Overlook Introduction to Geology and Hydrology in the Eastern San Gabriel Mountains The eastern San Gabriel Mountains, as illustrated by the oblique aerial view on the cover page and the geological cross-section (Figure 1) constitute a spectacular field laboratory for geological and hydrological processes and their interaction with ecology and human activities. The San Gabriel Mountain block is bounded by the Frontal thrust faults (Sierra Madre-Cucamonga Systems), in the south and the San Andreas Fault System, a right-lateral transform fault system, that now forms the plate boundary between the Pacific and the North American plates, The mountains are dissected by right- lateral and left-lateral strike slip faults, many of which are accentuated by deep canyons, forming the headwaters of our river systems.