APPENDIX IV.A Geotechnical Study

Similar documents
IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

November 16, 2016 Revised August 15, 2017 File No Trammell Crow Company 2221 Rosecrans Avenue, Suite 200 El Segundo, California 90245

ENVIRONMENTAL IMPACT ANALYSIS C. GEOLOGY

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

IV. Environmental Impact Analysis E. Geology and Soils

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

Appendix 6A Geologic Information about the Project Area prepared by Ninyo & Moore October 2008

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY/SOILS

2.0 DATA COLLECTION AND LITERATURE REVIEW

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY/SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS C. GEOLOGY/SOILS

3E. Geology and Soils

IV. ENVIRONMENTAL IMPACT ANALYSIS K. GEOLOGIC AND SEISMIC HAZARDS

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

IV. Environmental Impact Analysis D. Geology

3.8 Geology/Soils. Environmental Setting. Topography. Geology and Soils

IV. Environmental Impact Analysis F. Geology and Soils

C.Y. Geotech, Inc. Soil Engineering Investigation Victory Boulevard, Van Nuys, California. August 31, Ibid.

GEOLOGY AND SOILS. This chapter summarizes geologic and geotechnical aspects of the site as they relate to the Project.

4.5 GEOLOGY AND SEISMICITY

3.10 GEOLOGY/SOILS/SEISMIC/TOPOGRAPHY

3.1 GEOLOGY AND SOILS Introduction Definition of Resource

3.4 GEOLOGY AND SOILS Environmental Setting

COMMENT CARD RESPONSES (SEISMIC)

Basin & Range / Mojave Desert

5. Environmental Analysis

The primary native soil types in the San Gabriel Mountains are silt loam and sand (SCAG, 2004).

3.3 GEOLOGY AND SOILS Environmental Setting Geologic Conditions

V. ENVIRONMENTAL IMPACT ANALYSIS E. Geology and Soils E. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS A. GEOLOGY AND SOILS

5.3 GEOLOGY AND SOILS

GEOLOGY, SOILS, AND SEISMICITY

E-3: VAN BEVEREN & BUTELO, INC., TECHNICAL MEMORANDUM GEOTECHNICAL INPUT TO ENVIRONMENTAL DOCUMENTATION

APPENDIX 4.6. Preliminary Geotechnical Investigation Report

Setting MOUNTAIN HOUSE NEIGHBORHOODS I AND J INITIAL STUDY 5. ENVIRONMENTAL CHECKLIST 6. GEOLOGY AND SOILS. Issue

Geology, Soils, and Seismicity

PRELIMINARY GEOTECHNICAL EVALUATION TAYLOR YARD BIKEWAY/PEDESTRIAN BRIDGE LOS ANGELES DEPARTMENT OF PUBLIC WORKS LOS ANGELES, CALIFORNIA

Sacramento Modesto Roseville Pleasanton September 19, 2013 Marcia Medina GHD Inc. 417 Montgomery Street, Suite 700 San Francisco, CA Subject: GE

1.0 INTRODUCTION 2.0 REGULATORY FRAMEWORK. 2.1 State and Regional Regulations Seismic Hazards Mapping Act

COMMUNITY DEVELOPMENT DEPARTMENT POLICY & PROCEDURE

Section 4.6 Geology and Soils Introduction

3E. Geology and Soils

Geotechnical Engineering Engineering Geology

3.18 GEOLOGY AND SOILS

Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services

Roy Pyle March 24, 2017 Chief Facilities Planner Contra Costa Community College District 500 North Court Street Martinez, CA 94533

5.4 GEOLOGY AND SOILS

9. GEOLOGY, SOILS, AND MINERALS

Response to Leighton Consulting Report

3.5 GEOLOGY Introduction Environmental Setting Regional Setting

PRELIMINARY WORKING DRAFT Work in Progress

SURFACE GEOLOGY AND LIQUEFACTION SUSCEPTIBILITY IN THE INNER RIO GRANDE VALLEY NEAR ALBUQUERQUE, NEW MEXICO

F. GEOLOGY & SOILS. Organization of this Section. a) Regulatory Setting. i) State. ii) City of Los Angeles. iii) Anticipated Building Code Changes

CALIFORNIA GEOLOGICAL SURVEY

4.10 GEOLOGY, SOILS, AND SEISMICITY

SONGS SSC. Tom Freeman GeoPentech PRELIMINARY RESULTS

Slope Stability Evaluation Ground Anchor Construction Area White Point Landslide San Pedro District Los Angeles, California.

Section 5.8 GEOLOGY, SOILS, AND SEISMICITY

IV. Environmental Impact Analysis D. Geology and Soils

4.9 Geology, Soils, and Seismicity

EVALUATION OF TSUNAMI RISK FOR COASTAL SOUTHERN CALIFORNIA CITIES. Appendix A - Figures

2. Initial Summary of Preliminary Expert Opinion of Converse and Psomas Reports

Date: April 2, 2014 Project No.: Prepared For: Mr. Adam Kates CLASSIC COMMUNITIES 1068 E. Meadow Circle Palo Alto, California 94303

SLOPE STABILITY EVALUATION AND ACCEPTANCE STANDARDS

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

5. Environmental Analysis

CA Historical Resources Inventory Listing

5. Environmental Analysis

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

Appendix I-1: Archaeological Records Search

4.5 GEOLOGY, SOILS AND SEISMICITY

Section 5.7 Geology and Soils

Executive Summaries for the Century City Area Tunneling Safety Report and Fault Investigation Report

ENVIRONMENTAL IMPACT ANALYSIS. Tehachapi Renewable Transmission Project 4.7 GEOLOGY AND SOILS Overview

PHIMF Project - Limited Geotechnical Investigation - Feasibility-Level Report RESPONSE TO INITIAL REVIEW LETTER

Impact : Changes to Existing Topography (Less than Significant)

Section 2 Geotechnical Fault Investigations Summary Memorandum Revision 1

4.4 GEOLOGY AND SOILS

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )

3.0 SUMMARY OF POTENTIAL GEOTECHNICAL IMPACTS AND MITIGATION MEASURES

LANDUSE APPLICATIONS OF EARTHQUAKE HAZARD MAPS CALIFORNIA EXPERIENCE

Appendix C - Geotechnical Report. Landmark Consultants, Inc.

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

Cultural Resources Data

5.6 Geology and Soils

4.4 Geological Resources Environmental Setting Physiography Regional Geologic Setting. 4.4 Geological Resources

3.5 GEOLOGY Introduction Environmental Setting

SLOPE STABILITY EVALUATION AND ACCEPTANCE STANDARDS

5.5 GEOLOGY, SOILS, AND SEISMICITY

4.4 GEOLOGY AND SOILS Existing Conditions

Appendix IV.F-1. Geotechnical Report

FRIENDS OF THE EEL RIVER

Geotechnical Geologic Coastal Environmental

Summer 2014 Reading the Geologic History of Doheny State Beach Rodger More LAYERS LET S TAKE A TOUR THE BLUFFS

SUMMARY OF SOIL CONDITIONS CITYWIDE SIDEWALK IMPROVEMENT PROJECT JIMMY DURANTE BOULEVARD, VIA DE LA VALLE, AND CAMINO DEL MAR DEL MAR, CALIFORNIA

Guidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon

Fifield Companies. EIR Technical Transmittal January 6, 2005 MACTEC PROJECT

5.11 Geology and Soils

SECTION 3. Housing. EAppendix E GEOLOGIC AND SEISMIC HAZARDS

3.5 GEOLOGY Introduction Environmental Setting

Transcription:

City of Los Angeles February 2014 APPENDIX IV.A Geotechnical Study Technical Appendices Museum Square Office Building Draft Environmental Impact Report

February 8, 2013 File No. 20477 5757 Wilshire, LLC 5757 Wilshire Boulevard, PH-30 Los Angeles, California 90036 Attention: Kacy Keys Subject: Geotechnical Supplement to Environmental Impact Report Proposed Museum Square Office Building 5757 Wilshire Boulevard, Los Angeles, California Dear Ms. Keys: 1.0 INTRODUCTION This updated letter has been prepared to discuss potential soil and geological issues required by the California Environmental Quality Act, Section VI. The conclusions presented in this letter are based on review of available geotechnical references. No subsurface investigation has been performed on the site. 2.0 SITE DESCRIPTION AND PROJECT SCOPE The proposed project site is located at the northwest corner of Wilshire Boulevard and Curson Avenue in the City of Los Angeles. The site is shown relative to nearby topographic features on the attached Vicinity Map. Nearly square in shape, the site measures 7.6 acres in area. The site has a relatively level slope ranging in elevation from approximately 190 feet on the east to 180 feet on the west. Existing development on the site includes several office buildings from 1 to 10 stories in height and a 5 level parking structure. It is not known if the structures have basements. At grade parking and landscaped patios fill the open spaces. The proposed development consists of an at-grade 12 story office building with a penthouse. Column loads are estimated to be between 800 and 1,200 kips. Wall loads are estimated to be between 6 and12 kips per lineal foot. Grading will consist of removal and recompaction of existing unsuitable site soils and filling of basements, if any. The current site conditions are depicted on the attached Plot Plan. 3.0 SOIL AND GEOLOGY ISSUES 3.1 General Geology The site is located in the Los Angeles Basin which is at the northern end of the Peninsular Ranges Geomorphic Province. The basin is bounded by the east and southeast by the 439 Western Avenue, Glendale, California 91201-2837 818.240.9600 818.240.9675 fax www.geoteq.com

February 8, 2013 File No. 20477 Page2 3.2 Faults Santa Ana Mountains and San Joaquin Hills, to the northwest by the Santa Monica Mountains. Over 22 million years ago the Los Angeles basin was a deep marine basin formed by tectonic forces between the North American and Pacific plates. Since that time, over 5 miles of marine and non-marine sedimentary rock as well as intrusive and extrusive igneous rocks have filled the basin. During the last 2 million years, defined by the Pleistocene and Holocene epochs, the Los Angeles basin and surrounding mountain ranges have been uplifted to form the present day landscape. Erosion of the surrounding mountains has resulted in deposition of unconsolidated sediments in low-lying areas by rivers such as the Los Angeles River. Areas that have experienced relatively recent subtle uplift have been eroded with gullies. According to the attached Local Geologic Map, the site is underlain by older surficial sediments (Alluvium) that consists of interlayered mixtures of clay, sand and gravel. The site is located across from the La Brea Tar Pits. The tar pits consist of active seeping pools of tar, nearby paleontological excavations and a museum. The pools are created by oil and tar from the nearby Salt Lake Oil Field seeping through fractures to the ground surface. Tar seepage has occurred for at least 40,000 years and continues to this day. No active tar seeps are known to occur on the site. However, oil-and tar-saturated soils are known to occur in the areas outside of the La Brea Pits park and may be present below the site. The subject site is not located within an Alquist-Priolo Earthquake Fault Zone, and no other known active surface fault traces cross the site (Hart and Bryant, 2007). Therefore, the likelihood of surface fault rupture affecting the subject site should be considered remote. A copy of the pertinent Earthquake Fault Zone Map is attached (CGS, 1979). A table summarizing the location of nearby faults, their distance from the site and pertinent data regarding the fault are presented in the attached Seismic Source Summary Table. The nearest fault to the site is the Santa Monica Fault located 2.22 miles to the northwest. The fault has not been designated with an Earthquake Fault Zone by the California Geological Survey. As with all of Southern California, the site is subject to potential strong ground motion should a moderate to strong earthquake occur on a local or regional fault. Design of the 439 Western Avenue, Glendale, California 91201-2837 Tel: 818.240.9600 Fax: 818.240.9675 www.geoteq.com

February 8, 2013 File No. 20477 Page3 proposed structures in accordance with the provisions of the 2010 California Building Code will mitigate the potential effects of strong ground shaking. 3.3 Oil Wells The site is located approximately 800 feet northeast of the Salt Lake Oil Field (Dibblee, 1991). According to the attached Oil Field Map, no oil wells have been drilled on the subject site (DOGGR, 2001). 3.4 Methane The site is located in a city of Los Angeles designated Methane Zone (City of Los Angeles, 2003). A copy of the Methane Zone Risk Map is attached. 3.5 Radon The subject site is not located in a Radon Potential Zone (CGS, 2005). A copy of this map is attached. 3.6 Unique Geologic Features The site is located across the Curson Avenue from the La Brea Tar Pits which is considered a unique geological feature. Therefore the proposed project would not result in the loss of any unique geologic feature. 3.7 Geologically Unstable Geologic Materials The project is not located on a geologically unstable material or material that would become unstable as a result of the project. Additionally, the site is not located in an earthquake-induced landslide area (CDMG, 1999). Therefore, the project would not result in any on- or off-site landslide or mudflow. 3.8 Seismic Related Ground Failure The proposed construction will not cause or increase the potential for any seismic related ground failure on the subject site or adjacent sites. The site is not located in an area that is mapped as a potentially liquefiable zone According to the attached Seismic Hazard Zone Map (CDMG, 1999). 3.9 Erosion The project would not result in the soil erosion or the loss of topsoil. 439 Western Avenue, Glendale, California 91201-2837 Tel: 818.240.9600 Fax: 818.240.9675 www.geoteq.com

February 8, 2013 File No. 20477 Page4 3.10 Inundation The site is located within the inundation area of the Hollywood Reservoir in the event of a seismically-induced breach (Leighton, 1990). The site may be affected in such an event. 3.11 Tsunami The site is not located within an area that could be impacted by a potential tsunami (Leighton, 1990). appreciates the opportunity to provide our services on this project. Should you have any questions please contact this office. Very truly yours, GEOTECHNOLOGIES, INC. REINARD T. KNUR G.E. 2755, C.E.G. 1547 RTK:aa Enclosures: References Vicinity Map Plot Plan Local Geologic Map Seismic Source Summary Table Earthquake Fault Zone Map Oil Field Map Methane Zone Risk Map Radon Zone Map Seismic Hazard Zone Map Email: [kacy.keys@jhsnyder.net], Attn: Kacy Keys Distribution: (4) Addressee 439 Western Avenue, Glendale, California 91201-2837 Tel: 818.240.9600 Fax: 818.240.9675 www.geoteq.com

REFERENCES California Division of Mines and Geology, 1998, Seismic Hazard Evaluation Report for the Hollywood 7.5-Minute Quadrangle, Los Angeles County, California, Seismic Hazard Zone Report 026. California Division of Mines and Geology, 1997, Seismic Hazard Zone Map, map scale 1:24,000. California Geological Survey (CGS), 2005, Radon Potential Zone Map for Southern Los Angeles County, California. City of Los Angeles, Department of Public Works, 2003, Methane and Methane Buffer Zones Map, Map Number A-20960. Dibblee, T.W., 1991, Geologic Map of the Hollywood and Burbank (South ½) 7.5-Minute Quadrangles, Map No DF-30, map scale 1: 24,000. Division of Oil Gas and Geothermal Resources (DOGGR), 2001, Las Cienegas Salt Lake West Portion Los Angeles Oil Well Location Map, Northern Los Angeles Basin, map 118, map scale 1:7,200. Hart, E.W. and Bryant, W.A., 1999 (updated 2005), Fault Rupture Zones in California, Division of Mines and Geology, Special Publication 42, 25pp. Leighton and Associates, Inc. (1990), Technical Appendix to the Safety Element of the Los Angeles County General Plan: Hazard Reduction in Los Angeles County. National Flood Insurance Rate Program, 2008, Los Angeles County and Incorporated Areas, Map #06037C1605F. 439 Western Avenue, Glendale, California 91201-2837 Tel: 818.240.9600 Fax: 818.240.9675 www.geoteq.com

SUBJECT SITE LAT: 34.0630 / LONG: 118.3535 N REFERENCE: U.S.G.S. TOPOGRAPHIC MAPS, 7.5 MINUTE SERIES, HOLLYWOOD, CA QUADRANGLE Consulting Geotechnical Engineers VICINITY MAP FILE NO. 20477

ADJACENT PROPERTY CURSON AVENUE 0 SCALE IN FEET 80 160 PLOT PLAN REFERENCE: SITE PLAN PROVIDED BY JERDE DATED 12/20/12 Consulting Geotechnical Engineers FILE No. 20477 DATE: January '13

SUBJECT SITE SCALE IN FEET 0 500 1000 2000 LEGEND Qa: Surficial Sediments - Alluvium consisting of clay, sand and gravel Qae: Older Surficial Sediments - Elevated and Dissected Alluvium consisting of clay, sand and gravel N REFERENCE: DIBBLEE, T.W., (1991), GEOLOGIC MAP OF THE HOLLYWOOD AND BURBANK (SOUTH 1/2) QUADRANGLES, MAP #DF-30 LOCAL GEOLOGIC MAP Consulting Geotechnical Engineers FILE NO. 20477

Project: 5757 Wilshire, LLC File No.: 20477 Fault Name SEISMIC SOURCE SUMMARY TABLE Closest Distance* (km) Site Lies* Deterministic Magnitude* Relative Motion* Activity Reference SANTA MONICA 2.22 SE 7.4 Reverse PA 3 NEWPORT-INGLEWOOD 3.94 NE 7.2 Strike Slip A (EFZ) 2 PUENTE HILLS (LA) 4.29 NW 7.0 Reverse - 1 HOLLYWOOD 4.30 S 6.7 Strike Slip A 3 VERDUGO 15.23 SW 6.9 Reverse A 1, 3 ELYSIAN PARK (Upper) 8.19 SW 6.7 Reverse - 1 RAYMOND 13.71 SW 6.8 Reverse A (EFZ) 2 MALIBU COAST 16.13 E 7.0 Strike Slip A (EFZ) 2 ANACAPA-DUME 18.88 E 7.2 Reverse PA 3 MISSION HILLS (San Fernando) 19.26 North 6.7 Reverse A (EFZ) 2 PALOS VERDES 21.16 NE 7.3 Strike Slip A 2 SIERRA MADRE 22.35 SW 7.2 Reverse A 3 NORTHRIDGE 24.12 SE 6.9 Reverse A 3 SAN GABRIEL 29.12 South 7.3 Strike Slip A (EFZ) 2 ELSINORE 29.18 W 7.8 Strike Slip A (EFZ) 2 SANTA SUSANA 31.10 SE 6.9 Reverse A 3 CLAMSHELL-SAWPIT 34.67 SW 6.7 Reverse PA 3 HOLSER 40.25 SE 6.8 Reverse - 1 SIMI-SANTA ROSA 41.30 SE 6.9 Strike Slip A (EFZ) 2 SAN JOSE 43.27 W 6.7 Strike Slip - 1 OAK RIDGE 46.21 SE 7.4 Reverse - 1 CHINO 50.41 W 6.7 Strike Slip PA 2 SAN CAYETANO 55.89 SE 7.2 Reverse A (EFZ) 2 SAN JOAQUIN HILLS 56.44 NW 7.1 Reverse - 1 CUCAMONGA 56.81 W 6.7 Reverse A (EFZ) 2 SAN ANDREAS 58.47 SW 7.6 Strike Slip A (EFZ) 2 NEWPORT-INGLEWOOD (Offshore) 66.31 NW 7.0 Strike Slip A 3 SANTA YNEZ (East) 73.59 SE 7.2 Strike Slip A 2 SAN JACINTO 76.94 W 7.7 Strike Slip A (EFZ) 2 VENTURA - PITAS POINT 78.77 SE 7.0 Reverse A (EFZ) 2 OAK RIDGE (Offshore) 81.67 E 7.0 Reverse PA 2 SANTA CRUZ ISLAND 83.93 E 7.2 Strike Slip A 2 CHANNEL ISLANDS THRUST 83.96 E 7.3 Reverse - 1 MISSION RIDGE-ARROYO PARIDA 85.08 SE 6.9 Reverse - 1 CLEGHORN 86.31 W 6.8 Strike Slip - 1 RED MOUNTAIN 92.54 E 7.4 Reverse A (EFZ) 2 CORONADO BANK 95.97 NW 7.1 Strike Slip - 1 GARLOCK 97.35 SE 7.7 Strike Slip A (EFZ) 2 PLEITO 98.70 SE 7.1 Reverse A (EFZ) 2 Notes: 1 = United States Geological Survey A = Active 2 = California Geological Survey A (EFZ) = Active (Earthquake Fault Zone) 3 = County of Los Angeles, Dept. of Public Works, 1990 PA = Potentially Active *Based on USGS California 2008 database Fault Distances Calculated using EZ-Frisk (Version 7.62)

SUBJECT SITE Earthquake Fault Zones Alquist-Priolo Earthquake Fault Zone N REFERENCE: SPECIAL STUDIES ZONES, HOLLYWOOD QUADRANGLE, CALIFORNIA, DMG, 1979. EARTHQUAKE FAULT ZONE Consulting Geotechnical Engineers FILE NO. 20477

6TH STREET SUBJECT SITE LEGEND N PLUGGED AND ABANDONED OIL WELL REFERENCE: STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION. MAP 118, 2001 OIL FIELD MAP GEOTECHNOLOGIES, INC. CONSULTING GEOTECHNICAL ENGINEERS FILE NO. 20477

SUBJECT SITE LEGEND N REFERENCE: GIS Mapping, Bureau of Engineering, Department fo Public Works - 09/24/03 METHANE ZONE RISK MAP Consulting Geotechnical Engineers FILE NO. 20477

WML SUBJECT SITE N REFERENCE: RADON POTENTIAL ZONE MAP FOR SOUTHERN LOS ANGELES COUNTY, CALIFORNIA BY RON CHURCHILL CALIFORNIA GEOLOGICAL SURVEY, JANUARY 2005 RADON ZONE MAP Consulting Geotechnical Engineers FILE No. 20477

SUBJECT SITE N LIQUEFACTION AREA REFERENCE: SEISMIC HAZARD ZONES, HOLLYWOOD QUADRANGLE OFFICIAL MAP (CDMG, 1999) SEISMIC HAZARD ZONE MAP Consulting Geotechnical Engineers FILE NO. 20477