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HomeMy WebLinkAboutEIA 12-01; Vancouver Street HDD Sewer EIA Appendix D; _N/AAPPENDIX D PALEONTOLOGICAL RESOURCES REPORT '0 1976 L S A 2011 LSA ASSOCIATES, INC. 20 EXECUTIVE PARK, SUITE 200 IRVINE, CALIFORNIA 92614 949.553.0666 TEL 949.553.8076 FAX BERKELEY CARLSBAD FORT COLLINS FRESNO PALM SPRINGS POINT RICHMOND RIVERSIDE ROCKLIN SAN LUIS OBISPO SOUTH SAN FRANCISCO November 14, 2011 Mark Biskup City ofCarlsbad 1635 Faraday Avenue Carlsbad, California 92008-7314 Subject: Paleontological Assessment for the Vancouver Street Sewer Extension Project, City ofCarlsbad, SanDiego County, California Dear Mr. Biskup: LSA Associates, Inc. (LSA) conducted a paleontological resources assessment for the Vancouver Street Sewer Extension Project located in the City of Carlsbad (City), San Diego County (County), California. Specifically, the proposed project is located along a portion of Vancouver Street and a portion of Via De Canto, and also passes through Hidden Canyon Community Park. This assessment included a geologic analysis, a locality search at the San Diego Natural History Museum (SDNHM), a field survey, and this letter. The purpose of the assessment was to determine whether paleontological resources may be present within the proposed project area, whether they might be impacted by development ofthe project, and to make recommendations to mitigate any potential impacts to paleontological resources. Project Description The City proposes to extend an existing sewer line from a segment of Vancouver Street to Via de Canto within the City (see Figure 1, Project Location Map, and Figure 2, Project Footprint; all figures attached). The proposed gravity flow sewer will allow for the removal of an existing sewer lift station. The gravity system will provide a more reliable system of conveying wastewater, reducing spill risks, and eliminating energy consumption required for operating the pumps at the existing lift stafion. The 10.75-inch outside diameter (8-inch inside diameter) high-density polyethylene (HDPE) sewer pipe has an overall length of 1,543 linear feet. Approximately 600 feet (ft) of the pipeline will be installed using an open trench with depths varying up to 19 ft but averaging between 6 to 8 ft below the existing ground surface. The open trench portion will be within a public right-of-way on Vancouver Street and through the adjacent Hidden Canyon Community Park. The remaining 943 ft of pipeline will be installed using horizontal slant drilling (a.k.a. horizontal directional drilling, HDD) techniques through open space and passive recreational areas (including portions of Hidden Canyon Park). The HDD technique utilizes drilling mud (slurry, bentonite), which will be contained and controlled pursuant to a City-approved Drilling Mud Control Plan. Staging areas for equipment will be located within the roadway on Vancouver Street. Segments of pipe will be laid out for on-site assembly (see Figure 2, Project Footprint) on existing paved surfaces along Vancouver Street and the parking area for Hidden Canyon Park as well as a small portion that will be laid out over ornamental vegetation associated with the park. A drill pit and exit pit will be installed using typical pipeline excavation methods and equipment. Pit locations (for either 11/14/11 «P;\HCR1103A\PaIeo\Paleo Assessment LetterVancouver Street Sewer Nov-2011 .doc» PLANNING I ENVIRONMENTAL SCIENCES | DESIGN LSA ASSOCIATES, INC. the drill pit or the exit pit) are situated outside of sensifive habitats on the roadway on Via de Canto and in ornamental vegetation east of the park (as shown in Figure 2). The drilling and installation of the HDD portion of the sewer pipe will occur approximately 8 to 65 ft below the ground surface. Paleontological Sensitivity Based on the paleontological resources that are or are not contained in the geologic formations in the County, levels of paleontological resource potential and sensitivity have been developed by Demere and Walsh (1993). In general, there are five paleontological resource potential and sensitivity ratings: High, Moderate, Low, Marginal, and No Potential. These are described in more detail below: • High. High resource potential and high sensitivity are assigned to geologic formations known to contain paleontological localities with rare, well-preserved, critical fossil materials for stratigraphic or paleoenvironmental interpretation, and fossils providing important information about the paleoclimatic, paleobiological and/or evolutionary history (phylogeny) of animal and plant groups. In general, formations with high resource potential are considered to have the highest potential to produce unique invertebrate fossil assemblages or unique vertebrate fossil remains and are, therefore, highly sensitive. • Moderate. Moderate resource potential and moderate sensitivity are assigned to geologic formations known to contain paleontological localities. These geologic formations are judged to have a strong, but often unproven, potential for producing unique fossil remains (Demere and Walsh 1993). • Low. Low resource potential and low sensitivity are assigned to geologic formations that, based on their relatively young age and/or high-energy depositional history, are judged unlikely to produce unique fossil remains. Low resource potential formations rarely produce fossil remains of scientific significance and are considered to have low sensitivity. However, when fossils are found in these formations, they are often very significant additions to a geologic understanding of the area. • Marginal. Marginal resource potential and marginal sensitivity are assigned to geologic formations that are composed either of volcaniclastic (derived from volcanic sources) or metasedimentary rocks, but that nevertheless have a limited probability for producing fossils from certain formations at localized outcrops. Organisms can have been fossilized by being covered by ash, dust, mud, or other debris from volcanoes. Sedimentary rocks can have been metamorphosed by heat and/or pressure caused by volcanoes or plutons. If these sedimentary rocks had paleontological resources within them, the resources may have survived the metamorphism and may still be identifiable within the metasedimentary rock. These formations are marginally sensitive. • No Potential. No resource potential is assigned to geologic formations that are composed entirely of volcanic or plutonic igneous rock, such as basalt or granite, and therefore do not have any potential for producing fossil remains. These formations have no paleontological resource potential, i.e., they are not sensitive. 11/14/11 «P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-2011.doc» LSA ASSOCIATES, INC. Geology The project area is located within the Coastal Plains Region of the Peninsular Ranges Geomorphic Province. The Peninsular Ranges are a 900-mile (mi) long northwest-southeast-trending structural block that extends from the tip of Baja California to the Transverse Ranges in Los Angeles County (Norris and Webb, 1976). The total width of the province is approximately 225 mi, with a maximum landbound width of 65 mi (Sharp, 1976). This region is characterized by a series of northwest- trending mountain ranges separated by northwest-trending valleys, subparallel to faults branching from the San Andreas Fault. The trend of topography is similar to that of the Sierra Nevada, with granitic rock intmding on the older metamorphic rocks. The Province contains extensive pre- Cretaceous (>65 million years ago) igneous and metamorphic rocks covered by limited exposures of post-Cretaceous sedimentary deposits. The Coastal Plains region lies between the Pacific Ocean on the west and the foothills of the Peninsular Ranges to the east. The Coastal Plains consist of layered sedimentary sequences deposited over Mesozoic plutonic crystalline basement rocks of the Peninsular Ranges Batholith as well as Mesozoic volcanic and metamorphic rocks. The sedimentary rocks of the Coastal Plains region range in age from the late Cretaceous (approximately 80 million years old) Lusardi Formation to Quaternary stream deposits. However, the dominant rocks of the Coastal Plains consist of Eocene marine transgressive and regressive sequences deposited within the ancient San Diego Embayment. Geologic mapping by Kennedy and Tan (2005) indicates that the entire project footprint is underlain by exposures of the middle Eocene (48 to 40 million years ago) Santiago Formation. The geology of the project area and vicinity is depicted on Figure 3. The Santiago Formation is described in more detail below. Santiago Formation. The middle Eocene Santiago Formation was first named Woodring and Popenoe (1945) for Eocene deposits located within the northwestern Santa Ana Mountains in Orange County. The Santiago Formation is composed of marine to nonmarine sediments up to 2,690 ft thick in the Santa Ana Mountains. It conformably overlies the Silverado Formation and is in turn conformably overlain by the Undifferentiated Sespe/Vaqueros Formation. Within San Diego County, the lower part of the Santiago Formation interfingers with the Delmar Formation and Torrey Sandstone in the Encinitas quadrangle (Kennedy and Tan 2005). This formation is often divided into three units, a lower unit: Member A, a middle unit: Member B and an upper unit: Member C. In general, the lower portions of the Formation appear to be marine in origin, while portions are nonmarine in origin (Morton et al., 1976 and Schoellhamer et al, 1981). The Member A beds are light gray to yellowish gray, medium coarse- grained friable sandstone. In some areas the basal portion of these beds is a conglomerate that is up to 225 ft thick. The sandstone is arkosic, with essentially equal amounts of quartz and feldspar, and minor biotite that increases toward the top of the unit. The gravels are primarily siliceous plutonics and metavolcanics derived from the Peninsular Ranges. It is massive, broadly cross bedded, and contains thin, discontinuous, lenticular lenses of greenish gray clay that are often only tens of feet in lateral extent. Also present are lenses of fine siltstone and fine-grained, well- bedded sandstone. The Member B unit is not always present but when present consists of soft, medium-grained, moderately well-sorted arkosic sandstone. 11/14/11 «P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-201 l.doc» LSA ASSOCIATES, INO. The upper Member C beds are grayish yellow to white, friable, fine- to medium-grained sandstone interbedded with reddish brown and greenish gray mottled sandy siltstone and claystone and some small discontinuous lenses of pebbly conglomerate. The sandstone tends to be poorly sorted, poorly bedded, and angular to subangular. Conglomerate clasts are well- rounded red and green metavolcanics, light-colored plutonics, and sedimentary rocks. Montmorillonite is the main clay mineral in the siltstone and claystone lenses with minor amounts of kaolinite. The geotechnical investigation of the project prepared by Ninyo & Moore (Ninyo & Moore, 2010) contains information that the project is underlain by artificial fill and the Santiago Formation. Based on the description of the boring logs that extended up to 61 ft beneath the surface. The Santiago Formation will be encountered beneath the artificial fill beginning at 1 to 8 ft beneath the surface. The geotechnical report stated that artificial fill materials were composed of clayey to silty sand that was various shades of brown, moist and loose to medium dense. The geotechnical report also stated that the Santiago Formation consisted of gray to brown, weakly to strongly cemented silty sandstone with interbeds of moderately to strongly cemented siltstone. Some portions of the Santiago Formation were so well cemented that the drilling rig could not drill through them. Paleontology A search of paleontological records housed in the Department of Paleontology at the SDNHM was conducted on November 1, 2011 (Appendix C). The results indicate that there are 13 known paleontological localities located within a 1-mile (mi) radius of the project; however none are located within the project area. Four of these localities occur within unnamed Pleistocene (approximately 200,000 years old) alluvial and estuarine deposits. Recovered fossils include trace remains of marine invertebrates (e.g., crabs, snails, clams, and pectens), marine vertebrates (e.g., sharks), and terrestrial vertebrates (e.g., turkeys, horses, bison, deer, and camels). Nine localities were found in the middle Eocene (approximately 43 to 42 million years ago) Santiago Formation, Member C in fluvial, lagoonal, and marine deposits. These nine localities produced impressions of seeds (e.g., flowering plants), trace remains of marine invertebrates (e.g., burrow infillings), shell remains and impressions of marine invertebrates (e.g., foraminifera, snails, clams, oysters, ostracods, and crabs), mineralized remains of marine vertebrates (e.g., sharks, fish), and mineralized bone of terrestrial vertebrates (e.g., amphibians, soft-shelled turtles, tortoises, crocodiles, lizards, and marsupials, insectivores, bats, rodents, carnivores, primates, tapirs, rhino relatives, and oreodonts). The closest known locality within the Santiago Formation is located approximately 0.6 mi away. The SDNHM believes that the Santiago Formation has a known high paleontological sensitivity in the County (Demere and Walsh, 1993). In addition, because of the known fossil occurrences in the immediate project area, the SDNHM recommends that any proposed excavation activities that extend deep enough to encounter previously undisturbed deposits of the Santiago Formation have the potential to cause impacts to paleontological resources preserved in these deposits, and that a paleontological resource mitigation program be developed for this project for ground-disturbing activities associated with this project. 11/14/11 «P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-2011 .doc» LSA ASSOCIATES, INC. Survey A survey of the project area was conducted on November 2, 2011, by Elizabeth Davidson. Most of the project area where ground disturbance is proposed is developed and contains asphalt paving and ornamental landscaping. What sediment was visible within the surface of the project area appeared to be artificial fill, which is consistent with the geotechnical report. However, some of the native sediments that outcrop on adjacent hillsides near the southem portion of the project at Via De Canto were consistent with being from the Santiago Formation, as they have been mapped. No paleontological resources were observed during this survey. Recommendations Based on the known occurrence of significant paleontological resources within the Santiago Formation, it is assigned a High paleontological potential and sensitivity rating. As such, paleontological mitigation will be required on this project to mitigate impacts to paleontological resources. Based on the geotechnical report (Ninyo & Moore, 2010), most portions of the project do contain artificial fill, which does not have paleontological sensitivity or potential; however, in most cases excavation will extend deep enough to contact the underlying Santiago Formation. The portions of the project that will be installed using HDD techniques will not require paleontological mitigation, as the sediments that are removed are usually not directly visible because the sediments are ground up during the drilling process and pumped into a holding tank. Mitigation will be required during excavation of the entry and exit pits associated with the HDD, as these pits do allow the direct observation of excavated sediments, and excavation depths will likely extend beneath the fill that was noted by Ninyo &Moore (2010). Excavation associated with installation of the portion of the sewer line that will be installed via an open trench (see Figure 2) will also require paleontological mitigation, as the proposed excavation depths will likely extend deeper than the 5 to 8 ft of fill noted by Ninyo & Moore (2010) in this area and contact the underlying Santiago Formation. In order to mitigate impacts to paleontological resources within the project area, LSA recommends that a Paleontologist be contacted to develop a Paleontological Resources Impact Mitigation Monitoring Plan (PRIMMP). The PRIMMP should include, but not be hmited to: • Attendance at the pregrade meeting by a qualified paleontologist or representative. At this meeting, the paleontologist will explain the likelihood for encountering paleontological resources, what resources may be discovered, and the methods of recovery that will be employed. • Monitoring of excavation activities should be conducted by a qualified paleontological monitor in areas identified as likely to contain paleontological resources. The monitor should be equipped to salvage fossils and/or matrix samples as they are unearthed in order to avoid construction delays. The monitor must be empowered to temporarily halt or divert equipment in the area of the find in order to allow removal of abundant or large specimens. Monitoring should initially occur on a full-time basis in areas identified as likely to have paleontological resources. Monitoring may be reduced to a part-time basis if no resources are being discovered (monitoring reductions and when they occur will be determined by a qualified paleontologist). 11/14/11 «P;\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-201 l.doc» LSA ASSOCIATES, INC. • Localized concentrations of small (or micro-) vertebrates may be found in on-site deposits. Therefore, it is recommended that these sediments occasionally be spot-screened through Ys- to Veo-inch mesh screens to determine whether microfossils are present. If microfossils are encountered, additional sediment samples (up to 6,000 pounds, or 3 cubic yards) shall be collected and processed through Vzo-inch mesh screens to recover additional fossils. • Recovered specimens shall be prepared to a point of identification and permanent preservation. This includes the washing and picking of mass samples to recover small invertebrate and vertebrate fossils, the removal of surplus sediment from around larger specimens to reduce the volume of storage for the repository and the storage cost, and the addition of approved chemical hardeners/stabilizers to fragile specimens. • Specimens shall be identified and curated in a museum repository with permanent, retrievable storage. The repository institutions usually charge a one-time fee based on volume, so removing surplus sediment is important. The repository institution may be a local museum or university with a curator who can retrieve the specimens on request. A curation agreement with the repository facility should be initiated prior to the beginning of excavation activities. • A report of findings shall be prepared with an appended, itemized inventory of specimens. When submitted to the Lead Agency, the report and inventory will signify completion of the program to mitigate impacts to paleontological resources. Sincerely, LSA ASSOCIATES, INC. r Brooks Smith Orange County Certified Paleontologist Attachments: A: References B: Figures 1,2, and 3 C: Locality Search Results 11/14/11 «P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-201 l.doc» LSA ASSOCIATES, INC. PALEONTOLOGICAL ASSESSMENT FOR THE NOVEMBER 2011 VANCOUVER STREET SEWER EXTENSION PROJECT CITY OF CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA ATTACHMENT A REFERENCES Demere, T.A. and Walsh, S.L. 1993 Paleontological Resources, County of San Diego. Prepared for the San Diego Planning Commission: 1-68. Kennedy, Michael P. and Siang S. Tan 2005 Geologic Map of the Oceanside 30' X60' Quadrangle, California. Digital Preparation by Kelly R. Bovard, Rachel M. Alvarez and Michael J. Watson. Prepared by the California Geological Survey in cooperation with the U.S. Geological Survey, Southern California Areal Mapping Project. Regional Geologic Map Series, Map #2. Map Scale 1:100,000. Ninyo & Moore 2010 Geotechnical Evaluation Vancouver Lift Station Abandonment and HDD Sewer Extension, Carlsbad, California. Prepared by Ninyo & Moore Geotechnical and Environmental Sciences Consultants for Dudek & Associates. Project Number 10685001, August 27, 2010. Morton, P. K., R. V. Miller, J. R. Evans 1976 Environmental Geology of Orange County, California. California Division of Mines and Geology, Open-file Report 79-8LA Norris, R.M., and R.W. Webb 1976 Geology of California. John Wiley and Sons, Inc., Santa Barbara. Schoellhamer J. E., J. G. Vedder, R. F. Yerkes, and D. M. Kinney 1981 Geology of the Northern Santa Ana Mountains, California, U. S. Geologic Survey, Professional Paper 420-D. Sharp, R.P. 1976 Geology: Field Guide to Southern California. 2"^* edition, Kendall/Hunt Publishing Company: 181. Woodring, W. P., and W. P. Popenoe 1945 Paleocene and Eocene Stratigraphy of the Northwestern Santa Ana Mountains, Orange County, California. U. S. Geological Survey Oil and Gas Investigations, Preliminary Chart 12. P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-2011.doc «11/14/11» LSA ASSOCIATES, INC. PALEONTOLOGICAL ASSESSMENT FOR THE NOVEMBER 2011 VANCOUVER STREET SEWER EXTENSION PROJECT CITY OF CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA ATTACHMENT B FIGURES 1, 2, AND 3 P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-201 l.doc «11/14/11» LSA (|) LEGEND i .^U Project Location FIGURE 1 SOURCE: USGS 7.5' Quad - San Luis Rey (1975), CA Vancouver Street Sewer Extension Project Project Location I:\HCR 1103\GIS\Fig 1 Proj Loc.mxd (9/2/2011) LSA 0 FEET LEGEND Study Area Proposed Sewer Alignment (Open Trench) Proposed Sewer Alignment (Horizontal Directional Driiling) FIGURE 2 Proposed Laydown Area 1 Proposed Laydown Area 2 Proposed Project Features J Permanent Impact Area Temporary Impact Area SOURCE: Bing Maps (c.2008), City of Carisbad (4/2011) Vancouver Street Sewer Extension Project Footprint R:\HCR1103\GIS\Proj_Footprint_withTrenching.mxd (11/9/2011) ... Qa •a t - 0 <l 3 1> Qa 3^ . V I;. ^3 -7 4 c- i f, ^' Qa ' " -3 i> a ,^)r. !3,^-a \ Existing Lift Station/ Wet Well to be Demolished i Construct 5' DIA Manhole : Tsa Proposed Exit Pit ; Construct 5' DIA Manhole Proposed Drill Path ! Proposed Drill Rig Location Qvop 12 Tsa Geology Qa - Quaternary Alluvium ^J't'^ Qls - Quaternary Landslide Qvop 12 - Pleistocene Very Old Lerracc Deposits (Fire Mountain t errace) Qvop 10-11 - Pleistocene Very Old Marine Terrace Deposits (Tecolote and Clairemont Terraces) wKk Tsa - Eocene Santiago Fomiation Qa Qvop 12 fl t>'-f i a r, ^ It. Tsa Qvop 10-11 LSA LEGEND Study Area FIGURE 3 Proposed Sewer Alignment (Open Trench) Proposed Sewer Alignment (Horizontal Directional Drilling) Proposed Laydown Area 1 Proposed Laydown Area 2 Proposed Project Features Q Permanent Impact Area Temporary Impact Area SOURCE: Kennedy and Tan (2005), USGS (1968) Vancouver Street Sewer Extension Geology Map R:\HCR 1103\GIS\Geology.mxd (11/10/2011) LSA ASSOCIATES, INC. PALEONTOLOGICAL ASSESSMENT FOR THE NOVEMBER 20II VANCOUVER STREET SEWER EXTENSION PROJECT CITY OF CARLSBAD, SAN DIEOO COUNTY, CALIFORNIA ATTACHMENT C LOCALITY SEARCH LETTER SAN DIEGO NATURAL HISTORY MUSEUM P:\HCR1103A\Paleo\Paleo Assessment LetterVancouver Street Sewer Nov-2011.doc «11/14/11* f SAN DIEGO NATURAL HISTORY MUSEUM BALBOA PARK - SAN DIEGO SOCIETY OF NATURAL HISTORY - ESTABLISHED 1874 1 November 2011 Brooks Smith Cultural and Paleontological Resources Group LSA Associates, Inc 20 Executive Park, Suite 200 Irvine, CA 92614 RE: Paleontological mitigation; Vancouver Street Sewer Project Dear Mr. Smith: This letter presents the results of a paleontological record search conducted for the Vancouver Street Sewer project. The sewer project alignment is approximately 0.5 miles in length and is located within the northern portion of the City of Carlsbad in the County of San Diego. The sewer project is approximately 1/3 of a mile south of State Route 78 and 1/3 of a mile east of El Camino Real. This alignment extends along Vancouver Street northwest ofthe intersection with Concord Street. The sewer line then continues south from Vancouver Street into the canyon to the south, 500 feet north of Carlsbad Village Drive. Published geological reports (Kennedy and Tan, 2005) that cover the entirety of the project reveal that the proposed project is located in areas underlain by the Middle Eocene-age (approximately 38 to 49 million years old) Santiago Formation. Site records housed in the Department of Paleontology at the San Diego Natural History Museum document thirteen recorded fossil collecting localities within a one-mile radius of the project site (see attached map and abbreviated locality descriptions). Four of these localities occur within unnamed alluvial and estuarine deposits of Pleistocene-age (approximately 200 thousand years old). Recovered fossils include trace remains of marine invertebrates (e.g., crabs, snails, clams, and pectens), marine vertebrates (e.g., sharks), and terrestrial vertebrates (e.g., turkeys, horses, bison, deer, and camels). Nine localities were found in the fluvial, lagoonal, and marine deposits of the Santiago Formation, Member C. These localities produced impressions of seeds (e.g., flowering plants), trace remains of marine invertebrates (e.g., burrow infillings), shell remains and impressions of marine invertebrates (e.g., foraminifera, snails, clams, oysters, ostracods, and crabs), mineralized remains of marine vertebrates (e.g., sharks, fish), and mineralized bone of terrestrial vertebrates (e.g., amphibians, soft-shelled turtles, tortoises, crocodiles, lizards, and marsupials, insectivores, bats, rodents, carnivores, primates, tapirs, rhino- relatives, and oreodonts). Given the known high paleontological sensitivity of the Santiago Formation in San Diego County (Demere and Walsh, 1993) and proven fossil occurrences in the immediate project area, it is suggested that any proposed excavation activities that extend deep enough to encounter previously undisturbed deposits of the Santiago Formation have the potential to cause impacts to paleontological resources preserved in these deposits. Furthermore, Demere and Walsh (1993) Post Office Box 121390 • San Diego, California 92112-1390 * Telephone 619-255-0309 * FAX 619-255-0187 * www.sdnhm.org have assigned the unnamed river terrace deposits to have a moderate sensitivity. Although this unit is not mapped by Kennedy and Tan (2005) in the vicinity of the project, numerous outcrops of non-marine Pleistocene deposits exposed along the 78 corridor suggest there is a potential to encounter this unit. For the reasons described above, implementation of a complete paleontological resource mitigation program during construction is recommended. The information contained within this paleontological record search should be considered private and is the sole property of the San Diego Natural History Museum. Any use or reprocessing of information contained within this document beyond the scope of the Vancouver Street Sewer project is prohibited. If you have any questions concerning these findings please feel free to contact me at 619- 255-0310 or krandalirajsdnhni.org. Sincerely, Kesler A. Randall Collections Manager, Fossil Vertebrates Department of PaleoServices Literature Cited: Demere, T.A. and Walsh, S.L. 1993. Paleontological Resources, County of San Diego. Prepared for the San Diego Planning Commission: 1-68. Kennedy, M.P. and Tan, S.S. 2005. Geologic Map ofthe Oceanside 30' X 60' Quadrangle, California. California Geological Survey. ; ET^Rri/AL'.'i;'H)Ll'S; Op/!- sc Pft'.ficlta SDNHM fossil localities within one mile of the Vancouver Street Sewer project. (Base map USGS Topographic Map of the San Luis Rey 7,5' Quadrangle, California) 0 1 HHiiz::^Hi=iaHii=Hii=HE=i Miles N A DATE 10/29/11 TIME 18:30:19 IJIIMRCB inrillTV WAMF AMD RFORRAPHIC LOCATION--- SAN DIEGO MATURAL HISTORY MUSEUM DEPARTMENT OF PALEONTOLOGY LOCALITY LIST ROCK AND TIME UNITS-ROCK TYPE-FIELD NOTES PALI 20 COLLECTORS-COMPILED BY-ENTERED BY-DONOR 5468 The Summit at Carlsbad - Tagelus Bed Carlsbad San Diego Co. CA U.S.A. 33°10'42"N--117°19'20"W San Luis Rev, CA 1:24000 USGS 1968(1975) unnamed estuarine unit Cenozoic Quaternary late Pleistocene sdst-estuarine BOR book # 29 pages 28-29 B.O. Riney, G. Calvano, G. Aron 17 Mar 2004 B.O. Riney 5 Nov 2004 H.P. Don Vito 5 Nov 2004 Pacific Properties 17 Mar 2004 5469 The Summit at Carlsbad Carlsbad San Diego Co. CA USA 33°10'43''N--117°19'19"W San Luis Rev, CA 1:24000 USGS 1968(1975) unnamed river terrace Cenozoic Quaternary late Pleistocene Rancholabrean sltst-fluvial BOR book #29 pqs 28-29 B.O. Riney, G. Calvano 14 Hay 2004 B.O. Riney 11 Oct 2004 K.A. Randall 27 Dec 2004 Pacific Properties 14 May 2004 5470 The Summit at Carlsbad Carlsbad San Diego Co. CA USA 33°10'43''N--117°19'16"W San Luis Rey, CA 1:24000 USGS 1968(1975) unnamed river terrace Cenozoic Quaternary late Pleistocene Rancholabrean sdst-fluvial BOR book # 29 pags 28-29 B.O. Riney, G. Calvano, H.H. Wagner 12 Hay 2004 B.O. Riney 11 Oct 2004 K.A. Randall 27 Dec 2004 Pacific Properties 12 Mav 2004 5471 The Summit at Carlsbad Carlsbad San Diego Co. CA USA 33°10'45"N--117°19'18"W San Luis Rev. CA 1:24000 USGS 1968(1975) unnamed river terrace Cenozoic Quaternary late Pleistocene Rancholabrean sltst-fluvial BOR book #29 p.q 28 G. Calvano 27 Apr 2004 B.O. Riney 11 Oct 2004 K.A. Randall 27 Dec 2004 Pacific Properties 27 Apr 2004 3279 Blue Bone Locality Carlsbad San Diego Co. CA U.S.A. 33° 9'33"N--117°19' 4"W San Luis Rey, CA 1:24000 USGS 1975 Santiago Formation Cenozoic Paleogene Eocene Uintan sdst- B.O. Riney and others 15 Dec 1985 T.A. Demere 29 Jul 1986 H.P. Don Vito 18 May 1995 0 0 3560 Jeff's Discovery- Caltrans Quarry Oceanside San Diego Co. CA U.S.A. 33°10'49"N--117°18'25"W San Luis Rev. CA 1:24000 USGS 1975PR Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-fluvial to estuarine S.L. Walsh Notebook #5. p. 41-70; 107. SDSNH parties, Caltrans archaeologists 2 May 1991 S.L. Walsh 30 Nov 1993 S.L. Walsh 30 Nov 1993 CalTrans 0 Dec 1991 3561 Jeff's Discovery- Caltrans Quarry Oceanside San Diego Co. CA U.S.A. 33°10'49"N--117''18'25"W San Luis Rev. CA 1:24000 USGS 1975PR Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan calcrete-floodplain? S.L. Walsh Notebook #5, p. 41-70; 107 SDSNH parties, Caltrans archaeologists 15 Apr 1991 S.L Walsh 30 Nov 1993 S.L. Walsh 30 Nov 1993 CalTrans 0 Dec 1991 3562 Jeff's Discovery- Caltrans Quarry Oceanside San Diego Co. CA U.S.A. 33°10'49"N--117°18'25"W San Luis Rey, CA 1:24000 USGS 1975PR Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-fluvial to estuarine S.L. Walsh Notebook #5, p. 41-70; 107 SDSNH field parties, Caltrans archaeologists 15 Apr 1991 S.L. Walsh 30 Nov 1993 S.L. Walsh 30 NOV 1993 Caltrans 0 Dec 1991 3563 Jeff's Discovery- Caltrans Quarry Oceanside San Diego Co. CA U.S.A. 33°10'49"N--117°18'25"W San Luis Rey, CA 1:24000 USGS 1975PR Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-fluvial to estuarine S.L. Walsh Notebook #5, p.41-70; 107 SDSNH parties, Caltrans archaeologists 15 Apr 1991 S.L Walsh 30 Nov 1993 S.L. Walsh 30 Nov 1993 CalTrans 0 Dec 1991 3564 Jeff's Discovery- Caltrans Quarry Oceanside San Diego Co. CA U.S.A. 33°10'49"H—117''18'25"W San Luis Rey, CA 1:24000 USGS 1975PR Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-fluvial to estuarine S.L. Walsh Notebook #5, p. 41-70; 107 SDSNH parties, Caltrans archaeologists 15 Apr 1991 S.L. Walsh 30 Nov 1993 S.L. Walsh 30 Nov 1993 Caltrans 15 Apr 1991 4285 Vista Del oro - Rhino Site Oceanside San Diego Co. CA U.S.A. 33°11' 2"N--117"'18'41"W San Luis Rev. CA 1:24000 USGS 1968(1975) Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-lagoonal R.Q. Gutzler R.Q. Gutzler and B.O. Riney 9 Dec 1998 R.Q. Gutzler 5 May 1999 H.M. Wagner 26 Hay 1999 Hermosa Homes 9 Dec 1998 4287 Vista del Oro - Old Rhino Oceanside San Diego Co. CA U.S.A. 33°11' 2"N--117°18'41"W San Luis Rev, CA 1:24000 USGS 1968(1975) Santiago Formation member C Cenozoic Paleogene middle Eocene late Unitan sdst-marine B.O. Riney B.O. Riney 10 Dec 1998 8.0. Riney 30 Jul 1999 H.M. Wagner 2 Aug 1999 Hermosa Homes 10 Dec 1998 4294 Vista Del Oro Oceanside San Diego Co. CA U.S.A. 33°11' 3"N--117°18'40"H San Luis Rey, CA 1:24000 USGS 1968(1975) Santiago Formation member C Cenozoic Paleogene middle Eocene late Uintan sdst-lagoonal R.Q. Gutzler and B.O. Riney 3 Dec 1998 R.Q. Gutzler 11 May 1999 H.M. Wagner 26 Hay 1999 Hermosa Homes 3 Dec 1998