Chapter 7: Open Space and Conservation Element
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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. -
Western Riverside County Regional Conservation Authority (RCA) Annual Report to the Wildlife Agencies
Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) Biological Monitoring Program Rare Plant Survey Report 2011 08 June 2012 Rare Plant Survey Report 2011 TABLE OF CONTENTS INTRODUCTION.........................................................................................................................................1 GOALS AND OBJECTIVES ...................................................................................................................1 METHODS ....................................................................................................................................................2 PROTOCOL DEVELOPMENT ................................................................................................................2 SURVEY SITE SELECTION...................................................................................................................2 SURVEY METHODS ............................................................................................................................4 PERSONNEL AND TRAINING ...............................................................................................................5 DATA ANALYSIS ................................................................................................................................6 RESULTS.......................................................................................................................................................7 DISCUSSION ................................................................................................................................................7 -
Historical/Archaeological Resources Survey Report
IDENTIFICATION AND EVALUATION OF HISTORIC PROPERTIES REPORT SAN JACINTO RIVER LEVEE PROJECT (STAGE 4) In and near the City of San Jacinto Riverside County, California For Submittal to: Community Development Department City of San Jacinto 595 S. San Jacinto Avenue, Building A San Jacinto, CA 92583 and U.S. Army Corps of Engineers Los Angeles District 915 Wilshire Blvd. Los Angeles, CA 90017 Prepared for: Sonya Hooker Albert A. Webb Associates 3788 McCray Street Riverside, CA 92506 Prepared by: CRM TECH 1016 East Cooley Drive, Suite A/B Colton, CA 92324 Michael Hogan, Principal Investigator Bai “Tom” Tang, Principal Investigator September 27, 2014 CRM TECH Contract No. 2845 Title: Identification and Evaluation of Historic Properties: San Jacinto River Levee Project (Stage 4), in and near the City of San Jacinto, Riverside County, California Author(s): Bai “Tom” Tang, Principal Investigator/Historian Daniel Ballester, Archaeologist/Field Director Nina Gallardo, Archaeologist/Native American Liaison Consulting Firm: CRM TECH 1016 East Cooley Drive, Suite A/B Colton, CA 92324 (909) 824-6400 Date: September 27, 2014 For Submittal to: Community Development Department City of San Jacinto 595 S. San Jacinto Avenue, Building A San Jacinto, CA 92583 (951) 487-7330 and U.S. Army Corps of Engineers Los Angeles District 915 Wilshire Blvd. Los Angeles, CA 90017 (213) 452-3840 Prepared for: Sonya Hooker Albert A. Webb Associates 3788 McCray Street Riverside, CA 92506 (951) 248-4263 USGS Quadrangles: Lakeview and San Jacinto, Calif., 7.5’ quadrangles; -
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. -
Appendix AE-A
CULTURAL RESOURCE ASSESSMENT OF THE BROOKFIELD MINOR RANCH PROJECT IN THE CITY OF MENIFEE, RIVERSIDE COUNTY, CALIFORNIA USGS Romoland 7.5' Quadrangle; Township 5S, Range 3W, Sections 13 and 24 Prepared for: Albert A. WEBB Associates Riverside, California 92506 Prepared by: Tiffany Clark and Dennis McDougall Applied EarthWorks, Inc. 3550 East Florida Avenue, Suite H Hemet, CA 92544-4937 April 2019 Keywords: 598 acres surveyed; City of Menifee; Riverside County; CEQA Phase I; Section 106 NHPA; two prehistoric cultural resources; bedrock milling features; lithic scatter; CA-RIV-3429 (P-33-003429); CA-RIV-12345 (P-33-24902) CONTENTS MANAGEMENT SUMMARY ................................................................................................... iv 1 INTRODUCTION..............................................................................................................1 1.1 Project Description and Location .............................................................................1 1.2 Regulatory Context ..................................................................................................1 1.2.1 Federal Laws and Regulations .....................................................................4 1.2.2 State Laws and Regulations .........................................................................4 1.3 Area of Potential Effects (APE) ...............................................................................5 1.4 Report Organization .................................................................................................5 -
3.11 Geology/Soils/Seismic/Topography
Chapter 3 Affected Environment, Environmental Consequences, and Mitigation Measures 3.11 Geology/Soils/Seismic/Topography The information in this section is based on the Preliminary Geotechnical Design Report (Kleinfelder, 2008.) 3.11.1 Regulatory Setting For geologic and topographic features, the key federal law is the Historic Sites Act of 1935, which establishes a national registry of natural landmarks and protects “outstanding examples of major geological features.” Topographic and geologic features are also protected under the California Environmental Quality Act. This section also discusses geology, soils, and seismic concerns as they relate to public safety and project design. Earthquakes are prime considerations in the design and retrofit of structures. The Department’s Office of Earthquake Engineering is responsible for assessing the seismic hazard for Department projects. The current policy is to use the anticipated Maximum Credible Earthquake (MCE), from young faults in and near California. The MCE is defined as the largest earthquake that can be expected to occur on a fault over a particular period of time. The Alquist-Priolo Earthquake Fault Zoning Act was passed by the State of California in 1972 to mitigate the hazard of surface faulting to structures for human occupancy. The Alquist-Priolo Earthquake Fault Zoning Act’s main purpose is to prevent the construction of buildings used for human occupancy on the surface trace of active faults. The Act only addresses the hazard of surface fault rupture and is not directed toward other earthquake hazards. The Seismic Hazards Mapping Act, passed in 1990, addresses nonsurface fault rupture earthquake hazards, including liquefaction and seismically induced landslides. -
Preliminary Digital Geological Map of the 30' X 60' Santa Ana Quadrangle, Southern California, Version 2.0 Compiled by D
Preliminary Digital Geological Map of the 30' X 60' Santa Ana Quadrangle, southern California, version 2.0 Compiled by D. M. Morton1 Version 2.0 digital preparation by Kelly R. Bovard1 and Rachel M. Alvarez1 - 2004 Version 1.0 digital preparation by Rachel M. Hauser1 and Kelly R. Bovard1 - 1999 1Western Surficial Processes Team, U.S. Geological Survey Department of Earth Sciences, University of California, Riverside CA 92521 Pamphlet to accompany Open-File Report 99-172 Version 2.0 - 2004 SCAMP-Southern California Areal Mapping Project A geologic-mapping project sponsored jointly by the U.S. Geological Survey and the California Geological Survey U. S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL SURVEY Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U. S. Government. Table of Contents (Blue text indicates hyperlink) Hyperlink index to geologic units ii Units Qaf—Artificial fill to Qvor—Very old regolith iii Units Pauba Formation to Td—Diabase intrusive rocks iv Units Tvss—Vaqueros, Sespe, Santiago, and Silverado Formations, undifferentiated to Kgh—Hypabyssal tonalite v Units Kgct—Coarse-grained biotite-hornblende tonalite to }ds—Metadunite and serpentinite vi Units }sm—Serpentinized metadunite containing magnesite veins to |ms—Marble and schist, undifferentiated Figure 1. Index map showing locations and features referred to in the text Figure 2. Index map showing sources of mapping and digital preparation Geologic setting Summary of major structural elements Faults Quaternary -
A Phase I Cultural Resources Survey for the First Industrial Wilson Avenue Project
A PHASE I CULTURAL RESOURCES SURVEY FOR THE FIRST INDUSTRIAL WILSON AVENUE PROJECT PERRIS, CALIFORNIA APN 300-170-009 Submitted to: City of Perris Planning and Development 135 North D Street Perris, California 92570 Prepared for: First Industrial Realty Trust, Inc. c/o Advantage Environmental Consultants, LLC 145 Vallecitos De Oro, Suite 201 San Marcos, California 92069 Prepared by: Andrew J. Garrison and Brian F. Smith Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 March 20, 2019; Revised May 19, 2020 A Phase I Cultural Resources Survey for the First Industrial Wilson Avenue Project __________________________________________________________________________________________________________________ Archaeological Database Information Authors: Andrew J. Garrison and Brian F. Smith Consulting Firm: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 (858) 484-0915 Report Date: March 20, 2019; Revised May 19, 2020 Report Title: A Phase I Cultural Resources Survey for the First Industrial Wilson Avenue Project, Perris, California Prepared for: First Industrial Realty Trust, Inc. c/o Advantage Environmental Consultants, LLC 145 Vallecitos De Oro, Suite 201 San Marcos, California 92069 Submitted to: City of Perris Planning and Development 135 North D Street Perris, California 92570 Submitted by: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 Assessor’s Parcel Number(s): 300-170-009 USGS Quadrangle: Perris, California (7.5 minute) Study Area: Approximately 15-acre industrial site east of Wilson Avenue and south of Rider Street Key Words: USGS Perris Quadrangle (7.5-minute); archaeological survey; positive; historic concrete pad (Site Temp-1); not significant. -
5. Environmental Analysis
5. Environmental Analysis 5.6 GEOLOGY AND SOILS This section of the Draft Environmental Impact Report (DEIR) evaluates the potential for implementation of the City of Menifee General Plan to impact geological and soils in the City of Menifee. The analysis in this section is based in part on the following technical study: • Technical Background Report to the Safety Element of the General Plan for the City of Menifee, Riverside County, California, Earth Consultants International, Inc., July 2010 A complete copy of this study is included in Appendix G to this Draft EIR. 5.6.1 Environmental Setting Geologic Setting Menifee lies in the northern part of the Peninsular Ranges Geomorphic Province, which is characterized by northwest-trending mountains and valleys extending from the Los Angeles Basin on the north southeast into Baja California. The province is bounded by the San Andreas fault zone on the east and extends offshore to the west. The northern, onshore part of the province is divided into three major fault-bounded blocks that are, from west to east, the Santa Ana Mountains block, the Perris block, and the San Jacinto Mountains block. The Perris block, where Menifee is located, is bounded by the Elsinore fault zone on the southwest and the San Jacinto fault zone on the northeast. In spite of being surrounded by active fault systems and growing mountain ranges, the Perris block is an area of lower relief that has remained relatively stable and undeformed for thousands of years. Movements along the San Andreas, San Jacinto, and Elsinore Faults have elevated the San Jacinto and Santa Ana Mountains blocks and down-dropped the Perris block. -
Geotechnical Investigation Hemet Mop Line C, Stage 4 Storm Drain Whittier Avenue Hemet, California
GEOTECHNICAL INVESTIGATION HEMET MOP LINE C, STAGE 4 STORM DRAIN WHITTIER AVENUE HEMET, CALIFORNIA PREPARED FOR: Attention: Joseph Caldwell, P.E. ALBERT A. WEBB ASSOCIATES 3788 McCray Street Riverside, California 92506 PREPARED BY: INLAND FOUNDATION ENGINEERING, INC. 1310 South Santa Fe Avenue San Jacinto, California 92583 October 31, 2011 Project No. W175~068 INLAND FOUNDATION ENGINEERING, INC. Consulting Geotechnical Engineers 1310 South Santa Re Avenue San Jacinto, California 92583 (951) 654-1555 I I FAX (951) 654-0551 l October 31, 2011 Project No. W175-068 Attention: Joseph Caldwell, P.E. ALBERT A. WEBB ASSOCIATES 3788 McCray Street Riverside, California 92506 Re: Geotechnical Investigation Hemet MOP Line C, Stage 4 Storm Drain Whittier Avenue, Hemet, California Dear Mr. Caldwell: We are pleased to submit the results of our geotechnical investigation for the referenced project. This investigation was conducted in general accordance with our proposal dated January 5, 2011. The results of our investigation indicate that the proposed storm drain project is feasible from a Geotechnical Engineering standpoint. Our report includes design recommendations along with the field and laboratory data. We appreciate the opportunity of being of service to you on this project. If there are any questions, please contact our office. Distribution: Addressee (4) TABLE OF CONTENTS SCOPE OF SERVICES ................................................................................................... 1 PROJECT DESCRIPTION .............................................................................................. -
Spill Prevention, Control
Preliminary Digital Geological Map of the 30' X 60' Santa Ana Quadrangle, southern California, version 2.0 Compiled by D. M. Morton1 Version 2.0 digital preparation by Kelly R. Bovard1 and Rachel M. Alvarez1 - 2004 Version 1.0 digital preparation by Rachel M. Hauser1 and Kelly R. Bovard1 - 1999 1Western Surficial Processes Team, U.S. Geological Survey Department of Earth Sciences, University of California, Riverside CA 92521 Pamphlet to accompany Open-File Report 99-172 Version 2.0 - 2004 SCAMP-Southern California Areal Mapping Project A geologic-mapping project sponsored jointly by the U.S. Geological Survey and the California Geological Survey U. S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL SURVEY Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U. S. Government. Table of Contents (Blue text indicates hyperlink) Hyperlink index to geologic units ii Units Qaf—Artificial fill to Qvor—Very old regolith iii Units Pauba Formation to Td—Diabase intrusive rocks iv Units Tvss—Vaqueros, Sespe, Santiago, and Silverado Formations, undifferentiated to Kgh—Hypabyssal tonalite v Units Kgct—Coarse-grained biotite-hornblende tonalite to }ds—Metadunite and serpentinite vi Units }sm—Serpentinized metadunite containing magnesite veins to |ms—Marble and schist, undifferentiated Figure 1. Index map showing locations and features referred to in the text Figure 2. Index map showing sources of mapping and digital preparation Geologic setting Summary of major structural elements Faults Quaternary -
Preliminary Geologic Map of the Winchester 7.5' Quadrangle, Riverside County, California
Prepared in cooperation with the CALIFORNIA GEOLOGICAL SURVEY U.S. DEPARTMENT OF THE INTERIOR OPEN-FILE REPORT 03-188 U.S. GEOLOGICAL SURVEY CORRELATION OF MAP UNITS DESCRIPTION OF MAP UNITS o 117o 07' 30" 117 00' o 33o 45' 33 45' Qaf Holocene VERY YOUNG SURFICIAL DEPOSITS—Sediment recently Green Acres gabbro complex (Cretaceous)—Medium- to very coarse- Paloma Valley Ring Complex (Cretaceous)—Composite ring dike }dc Marble associated with metadunite (Mesozoic)—Coarse-grained impure marble adjacent to metadunite, consisting of calcite and Qyf Qya Qyv Qyls transported and deposited in channels and washes, on surfaces of alluvial grained olivine-bearing gabbro that weathers gray to black. Named for intrusion. Named and described by Morton and Baird (1976) for variable amounts of olivine, pyroxene, amphibole, spinel, and QUATERNARY CENOZOIC fans and alluvial plains, and on hillslopes. Soil-profile development is non- community of Green Acres on southeast side of Lakeview Mountains exposures in Paloma Valley area, Murrieta and Romoland Qof Qoa Qov Pleistocene existant. Includes: (Morton, 1969). Included within San Marcos gabbro by Larsen (1948). quadrangles to the west. Included within Woodson Mountain opaque minerals. Some silicate minerals are concentrated in layers. Qaf Artificial fill (late Holocene)—Unconsolidated deposits of fill resulting Most gabbro is hypidiomorphic-granular; poikilitic rock is common granodiorite and San Marcos gabbro by Larsen (1948). Ring Marble apparently is metamorphosed silica-carbonate rock Qvof Qvoa from mining activities and porphyritic rock less common. Weathers to form semi-smooth complex consists of older, elliptical in plan, single ring-dike and two associated with serpentinite YOUNG SURFICIAL DEPOSITS—Sedimentary units that are slightly slopes littered with scattered small boulders.