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Appendix M Geology, Soils, and Seismicity Resources

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Appendix M Geology, Soils, and Seismicity Resources GNOSS FIELD AIRPORT ENVIRONMENTAL IMPACT STATEMENT FINAL APPENDIX M GEOLOGY, SOILS, AND SEISMICITY RESOURCES This appendix contains supporting documentation for the assessment of Geology, Soils, and Seismicity Resources for the Environmental Impact Statement and Environmental Impact Report. Landrum & Brown Appendix M – Geology, Soils, and Seismicity Resources June 2014 Page M-1 GNOSS FIELD AIRPORT ENVIRONMENTAL IMPACT STATEMENT FINAL THIS PAGE INTENTIONALLY LEFT BLANK Landrum & Brown Appendix M – Geology, Soils, and Seismicity Resources June 2014 Page M-2 2240 Northpomt Parkway (K~'ilNF£LD£R Santa Rosa, CA ~-? Bright People. Right Solutions. 95407-5009 pi 707.571 .1883 f 1707.571 .7813 kle infelder.com September 8, 2009 Project: 92158-1906 Ms. Sara Hassert Mr. Rob Adams Landrum and Brown 8755 W. Higgins Road, Suite 850 Chicago, IL 60631 Subject: Geology, Soils and Seismicity Subsection Gnoss Field Airport EIS/EIR Novato, California Dear Ms. Hassert and Mr. Adams: Kleinfelder is pleased to provide the enclosed revised Geology, Soils, and Seismicity section for your review, comment, and use. As requested , Alternative C has been deleted from consideration . Based on the tasking sequence, we understand this text may be used for the appropriate sections of both the EIS and EIR documents, which we understand will be separate stand-alone documents. These subsections were prepared entirely by Kleinfelder. Once finalized, we understand you will fold all of the subsections from the various consultants together. At this time, we didn't include supporting appendix material, other than Plates 1, 2, and 3, with this submittal. We understand that as you review and assemble the EIS and EIR documents, you will decide what supporting material will need to accompany the EIS and/or EIR documents. We will provide copies of whatever supporting reports you select for inclusion. Plate 1 - Regional Geologic Map- General Study Area, is currently provided in a 17- by 22-inch format to provide the maximum amount of information. The information can be split into two 11- by 17-inch plates, if you decide that publishing needs require the smaller format. The text and plates are being provided in a PDF format. The text is also being provided in an MS Word format to enable you to make your edits in track changes mode and copy sections of text directly into the appropriate locations in the EIS and EIA. Once the final plate information is agreed upon , the information on the plates is also available in GIS. 92158-1906\SR09L078 Page 1 of 2 September 8, 2009 Copyright 2009 Kleinfetder Page M-3 2240 Northpoint Parkway Santa Rosa , CA 95'07·5009 p1707571 1883 11707.571 .7813 kl einfelder.com We trust that this submittal provides you with the information needed at this time . If you have any questions, or would like to discuss the submittal, please contact us at (707) 571-1883. Respectfully submitted, KLEINFELDER WEST, INC. Jeff Richmond , CEG Project Geologist eviewed by: William V. McCormick, CEG Principal Engineering Geologist MG8\WVM\kdw Enclosure: Draft Text - Geology, Soils, and Seismicity Plates 1 , 2, and 3 92158-19061SR09L078 Page 2 of 2 September 8, 2009 Copyrighl 2009 Kleinfelde, Page M-4 Subtask 19.6 Geology, Soils, and Seismicity SITE DESCRIPTION The existing Gnoss Field Airport and proposed runway extension areas are located within the Petaluma River/San Pablo Bay estuarine plain in Northern Marin County, California. Review of historical topographic maps and aerial photographs indicate the current northwest-southeast airport runway configuration has existed since at least 1968. Previously, the airport runway was oriented generally east-west from at least 1952 to 1965. The airport facility is surrounded by agricultural fields. The Northwest Pacific rail line parallels Highway 101 approximately 1,200 feet to the west of the existing airfield. The airfield and surrounding fields are located on tidal marshes reclaimed through levee and drainage channel construction. Levee fills surrounding and in the vicinity of the airfield were generally constructed at approximately 2H:1V (Horizontal:Vertical), apparently utilizing both on-site marsh deposits and more granular imported soil. Drainage channels range from less than 1 foot deep within secondary channels up to approximately 5 feet deep in the main channels. Channel banks are generally gently sloping within existing natural channels, while artificial channel banks were typically constructed near-vertical. The proposed northwest runway extension area is traversed by two main east-flowing channels that collect drainage from east of the rail line. Localized denuded 0.5 to 1 foot deep depressions similiar to salt pannes exist throughout the area. Outside of the channels and depressions, the northwest extension area is essentially flat and supports a moderate growth of wild grasses. The area is currently utilized for livestock grazing. The proposed mixed northwest and southeast runway extension alternative areas also extend southeast across an undeveloped open field filled predominantly with star thistle and grasses. Vegetation within the fields and low areas adjacent to the improvements generally consists of wild grasses. As discussed, topography at the airfield is essentially flat, aside from the levees and airfield improvements. Elevations range between 3 feet below to approximately 7 feet above mean sea level. DATA SOURCES Various published geologic reports and maps cited in the References section were reviewed to evaluate the local and regional geology. In addition to published geologic 92158-1906\SRO9L078 Page 1 of 16 September 8, 2009 Copyright 2009 Kleinfelder Page M-5 reports and maps, reports prepared by private consultants for Gnoss Field and sites in the vicinity where also reviewed, through the cooperation and assistance of Marin County Department of Public Works. The following reports were particularly relevant to the proposed runway extension: Cooper Clark & Associates, December 26, 1975, Report: Soil Investigation: Proposed Del Pantano Industrial Park, Marin County, California Cortright & Siebold, October 2, 1987, Airport Master Plan and Environmental Impact Report for Marin County (Gnoss Field) Airport; Working Paper 3, Environmental Impact Assessment Environmental Science Associates, May 1985, Environmental Assessment, Gnoss Field Expansion, Marin County, California Environmental Science Associates, December 2002, Administrative Draft, Redwood Landfill Solid Waste Facilities, Permit Revision, Subsequent Environmental Impact Report Pertinent data compiled from the above sources has been considered and incorporated into this geologic assessment, where applicable. SITE RECONNAISSANCE Geologic reconnaissance was conducted by our Certified Engineering Geologist on May 19 and 20, 2009. The reconnaissance included the identification of existing and potential areas of slope instability and erosion on, and in the vicinity of, the proposed northwest and southeast runway extensions. Quaternary age surficial deposits were delineated; no bedrock outcrops were encountered within the limits of detailed mapping. Geologic mapping was completed on a 2007 aerial photo base acquired from the County of Marin Global Information Systems (GIS) website (http://mmgis.marinmap.org/OrthoGrid/viewer.htm). The results of our detailed mapping are presented on Plate 2, Geologic Map, Detailed Study Area North, and Plate 3: Geologic Map, Detailed Study Area South. A map depicting the regional geology of the General Study Area and surrounding vicinity is presented on Plate 1, Regional Geologic Map: General Study Area. In addition to our geologic reconnaissance, the assessment included interpretation of aerial photo stereo pairs from the March 21, 2000, flight at 1:24,000 scale in color. These photos were scrutinized by our Certified Engineering Geologist to identify terrain features indicative of landslides, erosion, general slope instability, and faulting. Features identified on or in close proximity to the detailed study area were investigated 92158-1906\SRO9L078 Page 2 of 16 September 8, 2009 Copyright 2009 Kleinfelder Page M-6 during the geologic reconnaissance. Results of the aerial photo interpretation are presented on Plates 2 and 3 have been incorporated into this assessment as applicable. GEOLOGIC SETTING Regional and Site Geology Gnoss Field Airport is located on the Petaluma River tidal flat, in Northern Marin County, within the Coast Range Geomorphic Province of Northern California. This province is generally characterized by northwest-trending mountain ranges and intervening valleys, which are a reflection of the dominant northwest structural trend of the bedrock in the region. The basement rock in the northern portion of this province consists of the Great Valley Sequence, a Jurassic volcanic ophiolite sequence with associated Cretaceous to Jurassic sedimentary rocks, and the Franciscan Complex, a subduction complex of diverse groups of igneous, sedimentary, and metamorphic rocks of Upper Jurassic to Cretaceous age (140 to 65 million years old). The Great Valley Sequence was tectonically juxtaposed with the Franciscan Complex most likely during subduction accretion of the Franciscan, and these ancient fault boundaries are truncated by a modern right-lateral fault system that includes the San Andreas, Healdsburg-Rodgers Creek, and Hayward faults. The San Andreas fault defines the westernmost boundary of the local bedrock, approximately 14 miles southwest of the study area. In the site vicinity, the Great
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