Pajaro Existing Geotech Data DRAFT 033122.pdf
PDF 44 MB Posted
- Attached to
- Pajaro River Reach 6
- Solicitation number
- W912P725BA012
About this file
This document is a geotechnical data compilation report for the Pajaro River and Tributaries Flood Risk Management Project, prepared by the US Army Corps of Engineers San Francisco District in March 2022. The report consolidates existing subsurface geological information from multiple sources, including US Army Corps of Engineers files, Santa Cruz County reports, and publicly available geotechnical data.
The compilation includes comprehensive data from 17 different geotechnical reports, Caltrans bridge investigation logs, and United States Geological Survey (USGS) Cone Penetration Tests (CPTs). The report provides detailed tables documenting 38 boring locations across Reaches 1-4 and 27 boring locations in Reaches 5-6, with each entry specifying date, latitude, longitude, depth, and boring type. Accompanying appendices contain original boring logs and laboratory test data, with accompanying graphical explorations spread across 28 separate map sheets. The data covers geotechnical investigations conducted between 1958 and 2014, spanning multiple bridges and creek areas in Monterey and Santa Cruz Counties, California.
View the file
Other files
Show all 29
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Pajaro River and Tributaries Flood Risk Management Project Existing Subsurface Information
PAJARO RIVER AND TRIBUTARIES
FLOOD RISK MANAGEMENT PROJECT
March 2022
DRAFT
Table of Contents
Chapter 1: Introduction
Chapter 2: Geotech Data Sources
2.1 Geotechnical Reports
2.2 Caltrans
2.3 USGS CPTs
Tables Table 1 Existing Geotechnical Reports Table 2 Caltrans Geotechnical Documents Table 3 Reach 1 to 4 Existing Borings Table 4 Reach 5 and 6 Existing Borings Table 5 Reach 1 to 4 Caltrans Borings Table 6 Reach 5 and 6 Caltrans Borings Table 7 Reach 1 to 4 USGS CPTs Table 8 Reach 5 and 6 USGS CPTs
Appendices Appendix A USACE (1990) Appendix B CH2MHill (1996) Appendix C Parikh Consultants (1997) Appendix D URS (2000) Appendix E Haro, Kasunich & Associates (2002) Appendix F ENV America (2002) Appendix G Bauldry Engineering (2014) Appendix H Haro, Kasunich & Associates (2004) Appendix I USGS Cone Penetration Tests Appendix J Caltrans Logs of Test Borings
Figures Reach 1 to 4 Existing Geotechnical Explorations (17 sheets) Reach 5 and 6 Existing Geotechnical Explorations (11 sheets)
Existing Subsurface Information 1
Chapter 1: Introduction This report is a compilation of existing geotechnical information contained within the US Army Corps of Engineers’ files, reports provided by Santa Cruz County, and publicly available geotechnical data. Available boring logs and laboratory test data are included in the report appendices. Refer to the original reports for complete details of field and laboratory testing programs.
Chapter 2: Geotech Data Sources This report is a compilation of existing geotechnical information located within the US Army Corps of Engineers’ files, reports provided by Santa Cruz County, and publicly available geotechnical data. The Appendices of this report include available boring logs and laboratory test data. Refer to the original documents reports for complete details of the field and laboratory testing programs.
Boring locations are shown on two sets of drawings, which are attached to this report, for Reach 1 to 4 (17 sheets) and Reaches 5 and 6 (11 sheets). Boring locations were determined by several different methods, including reported surveyed coordinates, reported coordinates, which were not surveyed, and from site plans. The location of each boring should be considered accurate only to the degree of the determination method.
This report and all available referenced documents are saved on the SPN ProjectWise site:
pw:\\PWINT-WPC.EIS.DS.USACE.ARMY.MIL:CESPN - San Francisco District\Documents\Civil_Works\Pajaro_River_CA_490035\3.0 Design and Engineering Products\Eng Technical Disciplines\Geotech\00 Geotech Data\
2.1 Geotechnical Reports
USACE has conducted two geotechnical exploration programs within the project area (USACE, 1990, and URS, 2000). Santa Cruz County (non-federal sponsor) provided six additional reports which contained subsurface information. Table 1 provides a list of available geotechnical reports. Exploration details, such as date performed, coordinates, depth, and type of exploration, are summarized in Tables 3 and 4. Boring logs and laboratory test data are included in Appendix A through H.
Existing Subsurface Information 2
2.2 Caltrans
Caltrans maintains an on-line database of Logs of Test Borings (LOTBs) and Foundation Investigation reports for each of their bridges. There are six Caltrans bridges located within the project area:
Highway 152 Highway 129 Green Valley Road Highway 1 Porter Drive/Main Street McGowan Road/Thuwachter Road
Caltrans documents are summarized in Table 2. LOTBs are summarized in Table 5 and 6.
LOTB’s and laboratory test results are included in Appendix J. Caltrans information is available at: https://geodog.dot.ca.gov/
2.3 USGS CPTs
The USGS performed a series of Cone Penetration Tests (CPTs) in Santa Cruz and Monterey Counites. Graphical logs and data in PDF and .txt formats, respectively, are provided in Appendix I. Data and details of USGS CPT procedures are available at:
https://earthquake.usgs.gov/research/cpt/index.php
Table 1. Existing Geotechnical Reports
Report # Title
PAJ008 USACE, 1990, Pajaro River and Salsipuedes Creek, Boring Logs
PAJ010
CH2MHill, 1996, Report of Field Activities, Corralitos‐Salsipuedes Creek, Subsurface Soils
Exploration
PAJ011
Parikh Consultants, 1997, Geotechnical Investigation Report, Pajaro River Low Water Structure at Murphy Road
PAJ015
URS, 2000, Report of Field Activities, Subsurface Geotechnical Investigation, Pajaro River and
Salsipuedes Creek
PAJ017
Haro, Kasunich & Associates, 2002, Geotechnical Engineering Study, Design Phase for
Salsipuedes Creek Levee Stabilization Project
PAJ018 ENV America, 2002, Borings for Pacific Gas and Electric
PAJ020
Bauldry Engineering, 2014, Geotechnical Engineering Services, Pajaro River Levee Restoration
Project
PAJ022
Haro, Kasunich & Associates, 2004, Final Factual Data Report for Import Pipeline Project ‐
Design Phase, Stage 1 ‐ Blend Phase
Table 2. Caltrans Geotechnical Information
Report # Title
PAJC01 Highway 152 Bridge at Salsipuedes Creek LOTB (1964)
PAJC02 Highway 152 Bridge at Corallitos Creek LOTB, As‐Built (1967)
PAJC04 Highway 129 Salsipuedes Creek Bridge (Widen) LOTB (1988)
PAJC05 Green Valley Road Corallitos Creek Bridge Widening LOTB (1979)
PAJC06 Porter Drive/Main Street Pajaro River Bridge LOTB (1990)
PAJC07 Porter Drive Pajaro River Bridge Foundation Investigation (1992)
PAJC08 McGowan Road/Thuwachter Road Pajaro River Bridge LOTB (1988)
PAJC09 McGowan Road Bridge across Pajaro River Foundation Investigation (1988)
PAJC10 Highway 1 Pajaro River LOTB (1966)
Table 3. Reach 1 to 4 Existing Borings
Report # Boring # Date Latitude Longitude Northing (ft)1 Easting (ft) Depth (ft) Boring Type2
PAJ008 PASPT‐1 9/10/1990 36.857189 ‐121.803123 1,773,130 6,180,395 36.5 RW
PAJ008 PASPT‐2 9/10/1990 36.859642 ‐121.801777 1,774,018 6,180,801 36.5 RW
PAJ008 PASPT‐3 9/11/1990 36.861546 ‐121.801853 1,774,711 6,180,789 36.5 RW
PAJ008 PASPT‐4 9/10/1990 36.868610 ‐121.803893 1,777,291 6,180,228 41.5 RW
PAJ008 PASPT‐5 9/11/1990 36.871118 ‐121.801847 1,778,196 6,180,839 36.5 RW
PAJ008 PASPT‐5A 9/11/1990 36.878100 ‐121.795323 1,780,711 6,182,783 36.5 RW
PAJ008 PASPT‐6 9/11/1990 36.881889 ‐121.791741 1,782,076 6,183,849 36.5 RW
PAJ008 PASPT‐7 9/11/1990 36.885982 ‐121.785390 1,783,541 6,185,727 36.5 RW
PAJ008 PASPT‐8 9/12/1990 36.884778 ‐121.780478 1,783,083 6,187,158 36.5 RW
PAJ008 PASPT‐9 9/12/1990 36.884621 ‐121.772004 1,782,992 6,189,635 36.5 RW
PAJ008 PASPT‐10 9/12/1990 36.900497 ‐121.757853 1,788,716 6,193,852 36.5 RW
PAJ008 PASPT‐11 9/12/1990 36.904809 ‐121.752784 1,790,266 6,195,355 36.5 RW
PAJ008 PASPT‐12 9/13/1990 36.908182 ‐121.748428 1,791,477 6,196,645 36.5 RW
PAJ008 PASPT‐14 9/14/1990 36.909085 ‐121.740032 1,791,773 6,199,104 36.5 RW
PAJ008 PASPT‐15 9/14/1990 36.909093 ‐121.736121 1,791,761 6,200,247 36.5 RW
PAJ008 PASPT‐16 9/14/1990 36.915065 ‐121.726919 1,793,900 6,202,966 36.5 RW
PAJ008 PASPT‐17 9/14/1990 36.911452 ‐121.718599 1,792,553 6,205,381 36.5 RW
PAJ008 PASPT‐18 9/17/1990 36.911189 ‐121.713529 1,792,438 6,206,862 36.5 RW
PAJ008 PASPT‐19 9/17/1990 36.915069 ‐121.709284 1,793,834 6,208,122 36.5 RW
PAJ008 PASPT‐20 9/17/1990 36.914005 ‐121.705776 1,793,434 6,209,142 36.5 RW
PAJ008 PASPT‐21 9/17/1990 36.916486 ‐121.698047 1,794,308 6,211,413 36.5 RW
PAJ008 PASPT‐22 9/18/1990 36.910696 ‐121.693512 1,792,183 6,212,712 36.5 RW
PAJ008 PASPT‐23 9/18/1990 36.910318 ‐121.694771 1,792,050 6,212,342 36.5 RW
PAJ008 PASPT‐24 9/18/1990 36.912667 ‐121.704836 1,792,943 6,209,411 36.5 RW
PAJ008 PASPT‐25 9/19/1990 36.908963 ‐121.713281 1,791,626 6,206,924 36.5 RW
PAJ008 PASPT‐26 9/18/1990 36.910601 ‐121.719370 1,792,246 6,205,152 36.5 RW
PAJ008 PASPT‐27 9/18/1990 36.913439 ‐121.726401 1,793,306 6,203,110 36.5 RW
PAJ008 PASPT‐28 9/19/1990 36.908226 ‐121.735437 1,791,443 6,200,443 36.5 RW
PAJ008 PASPT‐29 9/19/1990 36.908991 ‐121.745011 1,791,758 6,197,648 36.5 RW
PAJ008 PASPT‐30 9/20/1990 36.906227 ‐121.748333 1,790,765 6,196,663 36.5 RW
PAJ008 PASPT‐31 9/19/1990 36.903930 ‐121.751807 1,789,942 6,195,636 36.5 RW
PAJ008 PASPT‐32 9/19/1990 36.901647 ‐121.755149 1,789,124 6,194,648 36.5 RW
PAJ008 PASPT‐33 9/20/1990 36.882868 ‐121.775344 1,782,367 6,188,650 36.5 RW
PAJ008 PASPT‐34 9/20/1990 36.884925 ‐121.785017 1,783,155 6,185,831 36.5 RW
PAJ008 PASPT‐35 9/20/1990 36.881580 ‐121.789592 1,781,955 6,184,476 36.5 RW
PAJ008 PASPT‐36 9/20/1990 36.877866 ‐121.793802 1,780,620 6,183,226 36.5 RW
PAJ008 PASPT‐37 9/20/1990 36.867717 ‐121.802529 1,776,960 6,180,622 36.5 RW
PAJ008 PASPT‐38 9/20/1990 36.862904 ‐121.800867 1,775,201 6,181,084 36.5 RW
PAJ010 PAJ‐9 2/14/1996 36.883446 ‐121.771348 1,782,562 6,189,821 51.5 RW
PAJ011 B‐1 12/28/1995 36.905387 ‐121.676389 1,790,187 6,217,694 32 SSA
PAJ011 B‐2 11/20/1995 36.905570 ‐121.676708 1,790,254 6,217,602 30 RW
PAJ011 B‐3 11/20/1995 36.905822 ‐121.676955 1,790,347 6,217,530 32 RW
PAJ011 B‐4 4/3/1997 36.905810 ‐121.676879 1,790,342 6,217,553 72 RW
PAJ015 PASPT‐46 5/22/2000 36.884762 ‐121.771609 1,783,042 6,189,751 41.5 RW
PAJ015 PASPT‐47 5/22/2000 36.883693 ‐121.771682 1,782,653 6,189,725 41.5 RW
PAJ015 PASPT‐48 5/22/2000 36.888214 ‐121.764677 1,784,271 6,191,796 41 RW
PAJ015 PASPT‐49 5/22/2000 36.894740 ‐121.761175 1,786,633 6,192,852 41.5 RW
PAJ015 PASPT‐50 5/22/2000 36.903129 ‐121.754938 1,789,663 6,194,717 92 RW
PAJ015 PASPT‐51 5/22/2000 36.902103 ‐121.753738 1,789,285 6,195,063 92 RW
PAJ015 PASPT‐52 5/17/2000 36.904938 ‐121.751568 1,790,308 6,195,711 89.5 RW
PAJ015 PASPT‐53 5/18/2000 36.906112 ‐121.727862 1,790,644 6,202,648 91 RW
PAJ015 PASPT‐54 5/23/2000 36.911208 ‐121.711170 1,792,435 6,207,552 40.5 RW
PAJ015 PASPT‐55 5/23/2000 36.913794 ‐121.727989 1,793,441 6,202,647 40.5 RW
PAJ015 PASPT‐56 5/24/2000 36.909892 ‐121.694530 1,791,894 6,212,411 40.5 RW
Notes 1State Plane California Zone 3, US Survey Feet 2RW = Rotary Wash, SSA = Solid‐Stem Auger, HSA = Hollow‐Stem Auger, CPT = Cone Penetrometer Test, DP = Direct Push
Table 3. Reach 1 to 4 Existing Borings (continued)
PAJ015 PASPT‐57 5/24/2000 36.905075 ‐121.688817 1,790,119 6,214,059 40.5 RW
PAJ015 PASPT‐58 5/24/2000 36.905550 ‐121.678121 1,790,252 6,217,188 40.5 RW
PAJ018 DP‐14 3/13/2003 36.902894 ‐121.755302 1,789,579 6,194,609 11.5 DP
PAJ018 DP‐15 3/13/2003 36.902893 ‐121.755348 1,789,579 6,194,596 12 DP
PAJ018 DP‐15B 3/13/2003 36.902896 ‐121.755344 1,789,580 6,194,597 16 DP
PAJ018 DP‐16 3/13/2003 36.902853 ‐121.755349 1,789,564 6,194,595 10 DP
PAJ018 DP‐16B 3/13/2003 36.902855 ‐121.755345 1,789,565 6,194,596 16 DP
PAJ018 MW‐4 3/11/2002 36.902207 ‐121.756014 1,789,331 6,194,398 38 HSA
PAJ020 TP‐1A 4/30/2014 36.910420 ‐121.717383 1,792,172 6,205,732 4.5 TP
PAJ020 TP‐1B 4/30/2014 36.910832 ‐121.716934 1,792,321 6,205,865 5 TP
PAJ020 TP‐2A 4/30/2014 36.909432 ‐121.714727 1,791,803 6,206,504 5 TP
PAJ020 TP‐2B 4/30/2014 36.910172 ‐121.714946 1,792,073 6,206,443 4.5 TP
PAJ020 TP‐3A 5/1/2014 36.911896 ‐121.712697 1,792,692 6,207,109 3 TP
PAJ020 TP‐3B 5/1/2014 36.912101 ‐121.713665 1,792,770 6,206,827 5 TP
PAJ020 TP‐4A 4/30/2014 36.914218 ‐121.711657 1,793,533 6,207,424 3 TP
PAJ020 TP‐4B 4/30/2014 36.914763 ‐121.712382 1,793,735 6,207,215 5 TP
PAJ020 TP‐5A 4/30/2014 36.914488 ‐121.709604 1,793,624 6,208,025 5 TP
PAJ020 TP‐5B 4/30/2014 36.915186 ‐121.709182 1,793,876 6,208,152 5 TP
PAJ020 TP‐6A 4/30/2014 36.913704 ‐121.707068 1,793,329 6,208,763 5 TP
PAJ020 TP‐6B 4/30/2014 36.914399 ‐121.706682 1,793,580 6,208,879 5 TP
PAJ020 TP‐7A 4/30/2014 36.912840 ‐121.705203 1,793,007 6,209,304 5.5 TP
PAJ020 TP‐7B 4/30/2014 36.913655 ‐121.705144 1,793,304 6,209,325 5.5 TP
PAJ020 TP‐8A 4/30/2014 36.913632 ‐121.702855 1,793,287 6,209,994 6 TP
PAJ020 TP‐8B 4/30/2014 36.914270 ‐121.703396 1,793,521 6,209,839 5.5 TP
PAJ020 TP‐9A 4/30/2014 36.915297 ‐121.697399 1,793,873 6,211,597 5 TP
PAJ020 TP‐9B 4/30/2014 36.916033 ‐121.696892 1,794,139 6,211,749 5 TP
PAJ020 TP‐10A 4/30/2014 36.913455 ‐121.695765 1,793,196 6,212,066 5 TP
PAJ020 TP‐10B 4/30/2014 36.913751 ‐121.694895 1,793,300 6,212,322 5.5 TP
PAJ020 TP‐11A 4/30/2014 36.911823 ‐121.694894 1,792,598 6,212,313 6 TP
PAJ020 TP‐11B 4/30/2014 36.912190 ‐121.694030 1,792,729 6,212,568 5.5 TP
PAJ020 TP‐12A 4/30/2014 36.909570 ‐121.743564 1,791,963 6,198,074 4.5 TP
PAJ020 TP‐12B 4/30/2014 36.910176 ‐121.743376 1,792,183 6,198,131 4.5 TP
PAJ020 TP‐13A 4/30/2014 36.908766 ‐121.739500 1,791,655 6,199,258 5 TP
PAJ020 TP‐13B 4/30/2014 36.909454 ‐121.739426 1,791,905 6,199,283 5 TP
PAJ020 TP‐14A 5/1/2014 36.910230 ‐121.694152 1,792,016 6,212,523 5 TP
PAJ020 TP‐14B 5/1/2014 36.910543 ‐121.693109 1,792,126 6,212,829 5.5 TP
PAJ020 TP‐15A 5/1/2014 36.906324 ‐121.691862 1,790,585 6,213,174 5 TP
PAJ020 TP‐15B 5/1/2014 36.906832 ‐121.690991 1,790,767 6,213,431 5 TP
PAJ020 TP‐16B 5/1/2014 36.905471 ‐121.688863 1,790,263 6,214,047 2 TP
PAJ020 TP‐17A 5/1/2014 36.903221 ‐121.686500 1,789,435 6,214,728 5 TP
PAJ020 TP‐17B 5/1/2014 36.903969 ‐121.686039 1,789,706 6,214,866 5 TP
PAJ020 TP‐18A 5/1/2014 36.902563 ‐121.683595 1,789,185 6,215,574 6 TP
PAJ020 TP‐18B 5/1/2014 36.903366 ‐121.683502 1,789,477 6,215,605 5 TP
PAJ020 TP‐19B 5/1/2014 36.903908 ‐121.681037 1,789,665 6,216,328 4 TP
PAJ020 TP‐20A 5/1/2014 36.905283 ‐121.677445 1,790,153 6,217,385 4.5 TP
PAJ020 TP‐20B 5/1/2014 36.905908 ‐121.678007 1,790,382 6,217,223 5.5 TP
PAJ020 TP‐21B 5/1/2014 36.907301 ‐121.676274 1,790,883 6,217,736 4.5 TP
Notes 1State Plane California Zone 3, US Survey Feet 2RW = Rotary Wash, SSA = Solid‐Stem Auger, HSA = Hollow‐Stem Auger, CPT = Cone Penetrometer Test, DP = Direct Push
TP = Test Pit
Table 4. Reach 5 to 6 Existing Borings
PAJ008 PASPT‐13 9/14/1990 36.909956 ‐121.744404 1,792,107 6,197,830 33.6 RW
PAJ008 PASPT‐39 9/14/1990 36.910472 ‐121.745765 1,792,300 6,197,434 36.5 RW
PAJ008 PASPT‐40 9/13/1990 36.916036 ‐121.742029 1,794,312 6,198,554 36.5 RW
PAJ008 PASPT‐41 9/13/1990 36.924245 ‐121.732621 1,797,264 6,201,343 36.5 RW
PAJ008 PASPT‐42 9/14/1990 36.933247 ‐121.739573 1,800,568 6,199,355 36.5 RW
PAJ008 PASPT‐43 9/13/1990 36.932197 ‐121.736767 1,800,175 6,200,170 36.5 RW
PAJ008 PASPT‐44 9/13/1990 36.923119 ‐121.733325 1,796,857 6,201,132 36.5 RW
PAJ008 PASPT‐45 9/12/1990 36.914251 ‐121.744369 1,793,671 6,197,861 36.5 RW
PAJ010 PAJ‐1 2/12/1996 36.934061 ‐121.761079 1,800,949 6,193,073 52.5 RW
PAJ010 PAJ‐2 2/13/1996 36.936135 ‐121.751022 1,801,664 6,196,022 52.5 RW
PAJ010 PAJ‐3 12/12/1995 36.935537 ‐121.754584 1,801,460 6,194,978 52.5 RW
PAJ010 PAJ‐5 12/11/1995 36.935748 ‐121.743469 1,801,494 6,198,228 52 RW
PAJ010 PAJ‐6 12/11/1995 36.934502 ‐121.744231 1,801,034 6,197,999 52.5 RW
PAJ010 PAJ‐7 2/13/1996 36.932135 ‐121.735873 1,800,149 6,200,431 51.5 RW
PAJ010 PAJ‐8 2/13/1996 36.910303 ‐121.745717 1,792,239 6,197,448 51.5 RW
PAJ015 PASPT‐59 5/23/2000 36.912673 ‐121.745393 1,793,104 6,197,566 91.5 RW
PAJ015 PASPT‐60 5/23/2000 36.912835 ‐121.744610 1,793,160 6,197,796 90 RW
PAJ015 PASPT‐61 5/22/2000 36.917385 ‐121.736756 1,794,786 6,200,114 20 RW
PAJ015 PASPT‐62 5/22/2000 36.920376 ‐121.731766 1,795,856 6,201,587 20 RW
PAJ015 PASPT‐63 5/22/2000 36.926608 ‐121.734337 1,798,134 6,200,865 20 RW
PAJ015 PASPT‐64 5/22/2000 36.932137 ‐121.736018 1,800,154 6,200,401 21.5 RW
PAJ015 PASPT‐65 5/23/2000 36.934800 ‐121.742888 1,801,150 6,198,405 90 RW
PAJ015 PASPT‐66 5/23/2000 36.935231 ‐121.743750 1,801,310 6,198,156 88.5 RW
PAJ015 PASPT‐67 5/23/2000 36.936281 ‐121.749393 1,801,715 6,196,512 20 RW
PAJ015 PASPT‐69 5/23/2000 36.935324 ‐121.754076 1,801,385 6,195,138 20 RW
PAJ015 PASPT‐71 5/23/2000 36.939015 ‐121.749441 1,802,710 6,196,511 88.5 RW
PAJ015 PASPT‐72 5/23/2000 36.938785 ‐121.745953 1,802,613 6,197,529 89.5 RW
PAJ017 1 1/10/2002 36.912098 ‐121.745381 1,792,891 6,197,555 41.5 SSA
PAJ017 2 1/10/2002 36.910528 ‐121.746401 1,792,323 6,197,249 41.5 SSA
PAJ017 3 1/10/2002 36.910042 ‐121.746339 1,792,146 6,197,265 26.5 SSA
PAJ017 4 1/10/2002 36.910733 ‐121.746270 1,792,397 6,197,288 26.5 SSA
PAJ017 5 1/10/2002 36.911054 ‐121.746006 1,792,513 6,197,367 30 SSA
PAJ017 6 1/10/2002 36.911301 ‐121.745801 1,792,602 6,197,428 16.5 SSA
PAJ017 7 1/10/2002 36.911551 ‐121.745583 1,792,693 6,197,493 21.5 SSA
PAJ017 8 1/10/2002 36.911801 ‐121.745397 1,792,783 6,197,548 26.5 SSA
Notes
2RW = Rotary Wash, SSA = Solid‐Stem Auger, HSA = Hollow‐Stem Auger, CPT = Cone Penetrometer Test, DP = Direct Push
Table 5. Reach 1 to 4 Caltrans Borings
PAJC06 B‐1 1/4/1990 36.905328 ‐121.751599 1,790,450 6,195,704 101.5 HSA
PAJC06 B‐2 1/5/1990 36.905517 ‐121.751357 1,790,518 6,195,775 90.4 HSA
PAJC06 B‐3 1/9/1990 36.904966 ‐121.751177 1,790,317 6,195,825 119.6 HSA
PAJC06 B‐4 11/7/1990 36.904858 ‐121.750592 1,790,275 6,195,996 151.6 HSA
PAJC06 B‐5 11/8/1990 36.905141 ‐121.751396 1,790,382 6,195,762 95.4 RW
PAJC06 B‐6 11/14/1990 36.905563 ‐121.751913 1,790,537 6,195,613 116.1 HSA
PAJC08 B‐1 7/25/1988 36.880175 ‐121.793178 1,781,458 6,183,420 118 HSA
PAJC08 B‐2 7/26/1988 36.879416 ‐121.792943 1,781,181 6,183,485 125 HSA
PAJC08 B‐3 7/27/1988 36.879928 ‐121.793171 1,781,368 6,183,421 124 HSA
PAJC08 B‐4 7/28/1988 36.879718 ‐121.792924 1,781,291 6,183,492 131 HSA
PAJC08 B‐5 8/2/1988 36.879605 ‐121.792867 1,781,249 6,183,509 115 HSA
PAJC10 B‐1 8/26/1958 36.883435 ‐121.772182 1,782,561 6,189,577 86 CPT
PAJC10 B‐2 8/26/1958 36.883443 ‐121.772447 1,782,565 6,189,500 116 RW
PAJC10 B‐3 8/27/1958 36.884478 ‐121.772343 1,782,941 6,189,535 99 CPT
PAJC10 B‐4 8/27/1958 36.884452 ‐121.772603 1,782,933 6,189,459 140 RW
PAJC10 B‐5 8/27/1958 36.884123 ‐121.772414 1,782,812 6,189,513 79 CPT
PAJC10 B‐6 8/28/1958 36.884335 ‐121.772442 1,782,890 6,189,506 87 CPT
PAJC10 B‐7 8/28/1958 36.883390 ‐121.772305 1,782,545 6,189,541 116 RW
Table 6. Reach 5 to 6 Caltrans Borings
Report # Boring # Date Latitude Longitude Northing (ft)1 Easting (ft) Depth (ft) Boring Type2
PAJC01 B‐1 (64) 3/5/1964 36.936461 ‐121.743227 1,801,752 6,198,302 71 RW
PAJC01 B‐1 (65) 8/3/1965 36.936448 ‐121.743237 1,801,748 6,198,299 72 CPT
PAJC01 B‐2 8/3/1965 36.936687 ‐121.743377 1,801,835 6,198,259 75 RW
PAJC01 B‐3 8/3/1965 36.936819 ‐121.743264 1,801,883 6,198,293 55 CPT
PAJC02 B‐1 8/4/1965 36.935087 ‐121.743363 1,801,253 6,198,256 89 CPT
PAJC02 B‐2 8/4/1965 36.935196 ‐121.743363 1,801,292 6,198,256 86 CPT
PAJC02 B‐3 8/4/1965 36.935352 ‐121.743397 1,801,349 6,198,247 105 RW
PAJC04 B‐1 5/22/1977 36.912599 ‐121.745435 1,793,074 6,197,541 86 RW
PAJC04 B‐2 5/23/1977 36.912573 ‐121.745058 1,793,063 6,197,651 92 RW
PAJC04 B‐3 12/15/1961 36.912708 ‐121.744978 1,793,111 6,197,675 80 CPT
PAJC05 B‐1 7/10/1979 36.939189 ‐121.770226 1,802,852 6,190,425 60 HSA
PAJC05 B‐1A 7/11/1979 36.939184 ‐121.770231 1,802,850 6,190,423 30 CPT
PAJC05 B‐2 7/11/1979 36.939020 ‐121.770323 1,802,791 6,190,396 52 HSA
PAJC05 B‐3 7/12/1979 36.938929 ‐121.770380 1,802,758 6,190,379 45 HSA
Notes
2RW = Rotary Wash, SSA = Solid‐Stem Auger, HSA = Hollow‐Stem Auger, CPT = Cone Penetrometer Test
Table 7. Reach 1 to 4 USGS CPTs
CPT # Date Latitude Longitude Northing (ft)1 Easting (ft) Depth (ft)
MYC001 4/2/1990 36.906430 ‐121.737570 1,790,797 6,199,811 50.2
MYC002 4/2/1990 36.907130 ‐121.737520 1,791,052 6,199,829 48.6
MYC003 4/2/1990 36.907860 ‐121.737500 1,791,317 6,199,838 66.3
MYC004 4/3/1990 36.907580 ‐121.739490 1,791,223 6,199,255 40.7
MYC005 4/3/1990 36.907480 ‐121.740780 1,791,192 6,198,877 49.5
MYC006 4/4/1990 36.907300 ‐121.742870 1,791,134 6,198,265 62.3
MYC009 4/4/1990 36.907560 ‐121.744290 1,791,235 6,197,852 43.0
MYC010 4/4/1990 36.906300 ‐121.744070 1,790,775 6,197,910 42.3
MYC011 4/3/1990 36.906290 ‐121.742910 1,790,767 6,198,249 56.8
MYC012 4/3/1990 36.906750 ‐121.740930 1,790,927 6,198,830 40.7
MYC013 4/3/1990 36.906750 ‐121.740920 1,790,927 6,198,833 15.1
MYC014 4/3/1990 36.906720 ‐121.739020 1,790,908 6,199,388 39.0
MYC015 5/2/1990 36.907860 ‐121.742750 1,791,338 6,198,303 46.6
MYC016 5/2/1990 36.907010 ‐121.742720 1,791,028 6,198,308 46.3
MYC057 6/20/1990 36.901780 ‐121.753330 1,789,165 6,195,180 36.4
MYC058 6/20/1990 36.899490 ‐121.751420 1,788,324 6,195,728 33.8
MYC059 6/21/1990 36.901520 ‐121.752610 1,789,068 6,195,390 32.8
MYC060 6/27/1990 36.902530 ‐121.753770 1,789,440 6,195,055 36.4
MYC061 2/7/1991 36.909810 ‐121.708150 1,791,915 6,208,428 35.8
MYC062 2/7/1991 36.909780 ‐121.709530 1,791,910 6,208,025 39.0
MYC063 3/7/1991 36.908830 ‐121.709540 1,791,564 6,208,017 40.7
MYC064 7/2/1991 36.908870 ‐121.706790 1,791,568 6,208,822 46.3
MYC065 7/3/1991 36.908860 ‐121.707610 1,791,567 6,208,582 45.9
MYC066 7/1/1991 36.908120 ‐121.714550 1,791,324 6,206,549 48.6
MYC067 7/2/1991 36.907550 ‐121.714240 1,791,115 6,206,637 52.8
MYC068 7/2/1991 36.906750 ‐121.714240 1,790,824 6,206,633 39.0
MYC085 7/22/1993 36.902670 ‐121.751660 1,789,483 6,195,673 42.7
MYC086 7/22/1993 36.902920 ‐121.751750 1,789,574 6,195,648 61.7
MYC087 7/22/1993 36.902220 ‐121.752730 1,789,323 6,195,358 47.6
MYC088 7/22/1993 36.902280 ‐121.752820 1,789,345 6,195,332 44.0
MYC089 7/23/1993 36.875620 ‐121.792010 1,779,795 6,183,739 50.2
MYC090 8/24/1993 36.874690 ‐121.793020 1,779,461 6,183,439 49.2
MYC091 8/24/1993 36.873830 ‐121.793890 1,779,151 6,183,180 52.2
MYC092 7/23/1993 36.873880 ‐121.794550 1,779,172 6,182,987 48.6
MYC093 7/23/1993 36.874350 ‐121.794940 1,779,345 6,182,876 55.1
MYC094 7/23/1993 36.874900 ‐121.795390 1,779,547 6,182,747 37.4
MYC095 8/23/1993 36.875710 ‐121.794980 1,779,840 6,182,871 39.0
MYC096 8/23/1993 36.876250 ‐121.794630 1,780,035 6,182,976 56.4
MYC097 8/23/1993 36.877060 ‐121.794080 1,780,328 6,183,141 24.9
MYC098 8/23/1993 36.877750 ‐121.793730 1,780,578 6,183,247 54.1
MYC099 8/23/1993 36.878560 ‐121.793080 1,780,870 6,183,441 63.0
MYC100 8/31/1993 36.878280 ‐121.792630 1,780,766 6,183,571 63.3
MYC101 8/31/1993 36.877720 ‐121.792080 1,780,560 6,183,729 47.9
MYC102 8/31/1993 36.878020 ‐121.792350 1,780,670 6,183,652 59.7
SZC001 4/11/1990 36.877530 ‐121.795560 1,780,505 6,182,710 52.5
SZC002 4/11/1990 36.877480 ‐121.795430 1,780,486 6,182,748 51.2
SZC003 4/11/1990 36.877420 ‐121.795300 1,780,464 6,182,786 51.8
SZC004 4/11/1990 36.876480 ‐121.796200 1,780,125 6,182,518 51.8
SZC005 4/11/1990 36.876380 ‐121.795950 1,780,088 6,182,591 52.2
SZC006 4/11/1990 36.876330 ‐121.795820 1,780,069 6,182,628 50.2
SZC007 4/12/1990 36.876630 ‐121.796620 1,780,181 6,182,396 52.5
SZC008 4/12/1990 36.877700 ‐121.795860 1,780,568 6,182,624 52.5
SZC009 5/9/1990 36.887290 ‐121.786450 1,784,021 6,185,424 56.4
SZC010 5/9/1990 36.886500 ‐121.784390 1,783,726 6,186,022 5.9
SZC011 5/9/1990 36.886250 ‐121.785060 1,783,637 6,185,825 62.3
Notes
Table 7. Reach 1 to 4 USGS CPTs (continued)
CPT # Date Latitude Longitude Northing (ft)1 Easting (ft) Depth (ft)
SZC012 5/10/1990 36.854010 ‐121.810620 1,772,003 6,178,186 25.6
SZC013 5/10/1990 36.853390 ‐121.809750 1,771,774 6,178,437 32.5
SZC034 6/19/1991 36.914870 ‐121.712710 1,793,775 6,207,119 45.6
SZC035 6/11/1991 36.915920 ‐121.711780 1,794,153 6,207,396 27.9
SZC036 6/11/1991 36.917100 ‐121.712620 1,794,586 6,207,156 28.2
SZC037 6/11/1991 36.909520 ‐121.715320 1,791,837 6,206,331 42.0
SZC038 6/11/1991 36.909970 ‐121.715770 1,792,002 6,206,201 63.6
SZC039 6/11/1991 36.911130 ‐121.715780 1,792,425 6,206,204 36.7
SZC040 6/11/1991 36.911920 ‐121.715210 1,792,710 6,206,374 62.3
Table 8. Reach 5 to 6 USGS CPTs
CPT # Date Latitude Longitude Northing (ft)1 Easting (ft) Depth (ft)
MYC007 4/4/1990 36.908440 ‐121.743170 1,791,551 6,198,183 36
MYC008 4/4/1990 36.908310 ‐121.744420 1,791,508 6,197,817 49
SZC024 6/7/1991 36.911210 ‐121.742480 1,792,556 6,198,398 33
SZC025 6/7/1991 36.909980 ‐121.741860 1,792,106 6,198,574 38
SZC026 6/7/1991 36.909610 ‐121.741650 1,791,971 6,198,633 64
SZC028 6/7/1991 36.909680 ‐121.742500 1,791,999 6,198,385 36
SZC029 6/14/1991 36.909920 ‐121.744870 1,792,096 6,197,693 44
SZC030 6/17/1991 36.910090 ‐121.745630 1,792,161 6,197,472 49
SZC031 6/17/1991 36.910490 ‐121.745780 1,792,307 6,197,430 46
SZC032 6/17/1991 36.911110 ‐121.745380 1,792,531 6,197,550 46
SZC033 6/17/1991 36.912050 ‐121.744960 1,792,872 6,197,677 39
Notes
© 2022 Microsoft Corporation © 2022 TomTom
US Army Corps of Engineers
San Francisco District
MONTEREY AND SANTA CRUZ COUNTY, CALIFORNIA
PAJARO RIVER AND TRIBUTARIES
FLOOD RISK MANAGEMENT PROJECT
LOCATION MAP
NOT TO SCALE
WATSONVILLE
M
O
N
T
E
R
E
Y
B
A
Y
PAJARO
DUNES
B e a c h
R d
Roundtree
Lane Minimum
Facility
M A
R K
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
C
D
I S
T R
I C
T
G
O L D
N
G
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
M O
N T
E R
N
T
U
Z
C
O U
N T
Y
C
A L I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
C:\Users\L3ECEJTP\Desktop\PAJARO existing boring locations\Pajaro Reach 1 to 4\ PAJARO R1-4 Existing GEO Exploration Sheet 1.dwg 21 Mar 2022 - 10:39am
D E
S C
R I P
T I O
N
2 43 65 87 109 1211 1413 1615 1817 2019
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
M A
R C
H
B
W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B
W
A I R
A
B
C
D
E
F
G
H
J
K
L
M
N
P
R E
A C
H
E X
I S
T I N
G
G
E O
T E
C H
N I C
L
X P
L O
R A
T I O
N S
PAJARO
M
O
N
T
E
R
U
N
T
Y
S
A
N
U
Z
U
N
T
Y
PROJECT
LOCATION
W e a c h t
W i v e r s i e r
Watsonville Junction
Las Lomas
Palm Beach
E l k h o n
H a l f
S a l i n a s
R d
P
A
J
A
R
O
R
I
V
E
R
S a d r e s
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
24+00
25+00
27+00
28+00
29+00
S
Z C
S
Z C
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PELICAN
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
RIO BOCA RD
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
AutoCAD SHX Text
POINT
AutoCAD SHX Text
ZMUDOWSKI STATE BEACH
M i c r o s o f t
C o r p o r a t i o
M a x a r
C N
E S
D i s t r i b u t i o n
A i r b u s
41+00
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
BLUFF RD
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
AutoCAD SHX Text
TRAFTON
RD
M i c r o s o f t
C o r p o r a t i o
M a x a r
C N
E S
D i s t r i b u t i o n
A i r b u s
76+00
PASPT-4
PASPT-37
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
A
T
C
H
L
I
E
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
SANTA CRUZ COUNTY
96+00
99+00
100+00
102+00
103+00
106+00
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
S Z
C
S Z
C
S Z
C
S Z
C
P A
S P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
131+00
B
B
B
B
B
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
M
Y C
S Z
C
S Z
C
S Z
C
S Z
C
S Z
C
S Z
C
P A
S P
T A
P A
S P
T
P A
S P
T
P A
S P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
A
T
C
H
L
I
E
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
THURWACHTER RD
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
McGOWAN RD
163+00
S
Z
C
S
Z
C
S
Z
C
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
A
T
C
H
L
I
E
6 KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
AutoCAD SHX Text
WATSONVILLE WASTEWATER PLANT
CLEARWATER LN
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
191+00
P
A
J
P
A
S
P
T
P
A
S
P
T
B
B
B
B
B
B
B
B
B
P
B
P
B
B
B
B
C
P
T
C
P
T
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
(425' SOUTH)
215+00
216+00
217+00
219+
220+00
221+00
222+00
223+00
224+00
225+00
231+00
PASPT-46
PASPT-48
B-3
PASPT-9
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
253+
258+00
259+00
267+00
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
281+00
282+00
283+00
285+00
297+00
P
A
S
P
T
P
A
S
P
T
D
P
D
P
D
P
B
D
P
D
P
B
M
W
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
WALKER ST
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
LAKESIDE ORGANIC GARDENS
310+00
319+00
324+00
325+00
327+00
328+00
PASPT-52
B-1
B-2
B-3
B-4
B-5
B-6
MYC085
MYC086
MYC087
MYC088
PASPT-11
PASPT-12
PASPT-3
PASPT-31
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M A
T C
H L I N
E
S
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
MAIN ST
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
AutoCAD SHX Text
SANTA CRUZ COUNTY
AutoCAD SHX Text
PORTER DR
AutoCAD SHX Text
WEST FRONT ST
AutoCAD SHX Text
DAWSON ST
AutoCAD SHX Text
SAN JUAN RD
AutoCAD SHX Text
WEST RIVERSIDE DR
AutoCAD SHX Text
EAST RIVERSIDE DR
AutoCAD SHX Text
WATSONVILLE
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
BROOKLYN ST
AutoCAD SHX Text
SALINAS RD
SAN JUAN RD
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
0+0 01+0
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
T
P
A
T
P
B
T
P
A
T
P
B
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
M
Y
C
S
Z
C
S
Z
C
S
Z
C
S
Z
C
S
Z
C
S
Z
C
S
Z
C
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L I
E
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
SALSIPUEDES
AutoCAD SHX Text
CREEK
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
367+
368+
374+00
375+00
376+00
377+00
381+00
387+00
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
0 3
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
M ic r o s o f t
C o r p o r a t io
M a x a r
C
N
E S
D is t r ib u t io n
A ir b u s
T
P
A
T
P
B
T
P
A
T
P
B
T
P
A
T
P
B
M
Y
C
M
Y
C
M
Y
C
S
Z
C
S
Z
C
S
Z
C
S
Z
C
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
P
A
S
P
T
M A
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Feet
0 200 400
M
A
T
C
H
L
I
E
KEYMAP
LEGEND
Parikh (1997) [Rpt #PAJ011]
URS (2000) [Rpt #PAJ015]
CH2MHill (1996) [Rpt #PAJ010]
ENV America (2002) [Rpt #PAJ018]
USGS CPT
Caltrans Exploration
Bauldry (2014) [Rpt #PAJ020]
Test Pit
Cone Penetration Test
Exploratory Boring
HKA (2004) [Rpt #PAJ022]
USACE (1990) [Rpt #PAJ008]
AutoCAD SHX Text
REACH 1 TO 4 EXISTING GEOTECHNICAL EXPLORATIONS
AutoCAD SHX Text
PAJARO
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
MONTEREY COUNTY
R K
SHEET ID
US Army Corps of Engineers ®
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S A
N
F
R A
N C
I S
S
T R
I C
T
G
O L D
T
E
A
V E
T
H
F
L O
O R
S A
N
F
R A
N C
I S
C O
C
A
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
A N
S I
B
D A
T E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
X X
X X
X X
X X
X
X X
X
M A
R C
H
B W
A I R
A
L
A I K
R A
M
J
P
E H
R S
O N
B W
A I R
M O
N T
E R
N
U
Z
C
O U
N T
Y
C
A L
I F
O R
N I A
P A
J A
V
I B
U T
A R
I E
S
F L O
S
K
M
A N
A G
E M
E N
T
P
R O
J E
C T
A N
S I
B
A N
S I
B
A N
S I
D
Existing Borings Existing Borings (continued) USGS CPTs
Report # Boring # Date Latitude Longitude Northing (ft)
Easting (ft) Depth (ft) Boring Type
Report # Boring # Date Latitude Longitude Northing (ft)
Easting (ft) Depth (ft) Boring Type
CPT # Date Latitude Longitude Northing (ft) Easting (ft) Depth (ft)
PAJ008 PASPT‐1 9/10/1990 36.857189 ‐121.803123 1,773,130 6,180,395 36.5 RW PAJ020 TP‐5A 4/30/2014 36.914488 ‐121.709604 1,793,624 6,208,025 5 TP MYC001 4/2/1990 36.906430 ‐121.737570 1,790,797 6,199,811 50.2
PAJ008 PASPT‐2 9/10/1990 36.859642 ‐121.801777 1,774,018 6,180,801 36.5 RW PAJ020 TP‐5B 4/30/2014 36.915186 ‐121.709182 1,793,876 6,208,152 5 TP MYC002 4/2/1990 36.907130 ‐121.737520 1,791,052 6,199,829 48.6
PAJ008 PASPT‐3 9/11/1990 36.861546 ‐121.801853 1,774,711 6,180,789 36.5 RW PAJ020 TP‐6A 4/30/2014 36.913704 ‐121.707068 1,793,329 6,208,763 5 TP MYC003 4/2/1990 36.907860 ‐121.737500 1,791,317 6,199,838 66.3
PAJ008 PASPT‐4 9/10/1990 36.868610 ‐121.803893 1,777,291 6,180,228 41.5 RW PAJ020 TP‐6B 4/30/2014 36.914399 ‐121.706682 1,793,580 6,208,879 5 TP MYC004 4/3/1990 36.907580 ‐121.739490 1,791,223 6,199,255 40.7
PAJ008 PASPT‐5 9/11/1990 36.871118 ‐121.801847 1,778,196 6,180,839 36.5 RW PAJ020 TP‐7A 4/30/2014 36.912840 ‐121.705203 1,793,007 6,209,304 5.5 TP MYC005 4/3/1990 36.907480 ‐121.740780 1,791,192 6,198,877 49.5
PAJ008 PASPT‐5A 9/11/1990 36.878100 ‐121.795323 1,780,711 6,182,783 36.5 RW PAJ020 TP‐7B 4/30/2014 36.913655 ‐121.705144 1,793,304 6,209,325 5.5 TP MYC006 4/4/1990 36.907300 ‐121.742870 1,791,134 6,198,265 62.3
PAJ008 PASPT‐6 9/11/1990 36.881889 ‐121.791741 1,782,076 6,183,849 36.5 RW PAJ020 TP‐8A 4/30/2014 36.913632 ‐121.702855 1,793,287 6,209,994 6 TP MYC009 4/4/1990 36.907560 ‐121.744290 1,791,235 6,197,852 43.0
PAJ008 PASPT‐7 9/11/1990 36.885982 ‐121.785390 1,783,541 6,185,727 36.5 RW PAJ020 TP‐8B 4/30/2014 36.914270 ‐121.703396 1,793,521 6,209,839 5.5 TP MYC010 4/4/1990 36.906300 ‐121.744070 1,790,775 6,197,910 42.3
PAJ008 PASPT‐8 9/12/1990 36.884778 ‐121.780478 1,783,083 6,187,158 36.5 RW PAJ020 TP‐9A 4/30/2014 36.915297 ‐121.697399 1,793,873 6,211,597 5 TP MYC011 4/3/1990 36.906290 ‐121.742910 1,790,767 6,198,249 56.8
PAJ008 PASPT‐9 9/12/1990 36.884621 ‐121.772004 1,782,992 6,189,635 36.5 RW PAJ020 TP‐9B 4/30/2014 36.916033 ‐121.696892 1,794,139 6,211,749 5 TP MYC012 4/3/1990 36.906750 ‐121.740930 1,790,927 6,198,830 40.7
PAJ008 PASPT‐10 9/12/1990 36.900497 ‐121.757853 1,788,716 6,193,852 36.5 RW PAJ020 TP‐10A 4/30/2014 36.913455 ‐121.695765 1,793,196 6,212,066 5 TP MYC013 4/3/1990 36.906750 ‐121.740920 1,790,927 6,198,833 15.1
PAJ008 PASPT‐11 9/12/1990 36.904809 ‐121.752784 1,790,266 6,195,355 36.5 RW PAJ020 TP‐10B 4/30/2014 36.913751 ‐121.694895 1,793,300 6,212,322 5.5 TP MYC014 4/3/1990 36.906720 ‐121.739020 1,790,908 6,199,388 39.0
PAJ008 PASPT‐12 9/13/1990 36.908182 ‐121.748428 1,791,477 6,196,645 36.5 RW PAJ020 TP‐11A 4/30/2014 36.911823 ‐121.694894 1,792,598 6,212,313 6 TP MYC015 5/2/1990 36.907860 ‐121.742750 1,791,338 6,198,303 46.6
PAJ008 PASPT‐14 9/14/1990 36.909085 ‐121.740032 1,791,773 6,199,104 36.5 RW PAJ020 TP‐11B 4/30/2014 36.912190 ‐121.694030 1,792,729 6,212,568 5.5 TP MYC016 5/2/1990 36.907010 ‐121.742720 1,791,028 6,198,308 46.3
PAJ008 PASPT‐15 9/14/1990 36.909093 ‐121.736121 1,791,761 6,200,247 36.5 RW PAJ020 TP‐12A 4/30/2014 36.909570 ‐121.743564 1,791,963 6,198,074 4.5 TP MYC057 6/20/1990 36.901780 ‐121.753330 1,789,165 6,195,180 36.4
PAJ008 PASPT‐16 9/14/1990 36.915065 ‐121.726919 1,793,900 6,202,966 36.5 RW PAJ020 TP‐12B 4/30/2014 36.910176 ‐121.743376 1,792,183 6,198,131 4.5 TP MYC058 6/20/1990 36.899490 ‐121.751420 1,788,324 6,195,728 33.8
PAJ008 PASPT‐17 9/14/1990 36.911452 ‐121.718599 1,792,553 6,205,381 36.5 RW PAJ020 TP‐13A 4/30/2014 36.908766 ‐121.739500 1,791,655 6,199,258 5 TP MYC059 6/21/1990 36.901520 ‐121.752610 1,789,068 6,195,390 32.8
PAJ008 PASPT‐18 9/17/1990 36.911189 ‐121.713529 1,792,438 6,206,862 36.5 RW PAJ020 TP‐13B 4/30/2014 36.909454 ‐121.739426 1,791,905 6,199,283 5 TP MYC060 6/27/1990 36.902530 ‐121.753770 1,789,440 6,195,055 36.4
PAJ008 PASPT‐19 9/17/1990 36.915069 ‐121.709284 1,793,834 6,208,122 36.5 RW PAJ020 TP‐14A 5/1/2014 36.910230 ‐121.694152 1,792,016 6,212,523 5 TP MYC061 2/7/1991 36.909810 ‐121.708150 1,791,915 6,208,428 35.8
PAJ008 PASPT‐20 9/17/1990 36.914005 ‐121.705776 1,793,434 6,209,142 36.5 RW PAJ020 TP‐14B 5/1/2014 36.910543 ‐121.693109 1,792,126 6,212,829 5.5 TP MYC062 2/7/1991 36.909780 ‐121.709530 1,791,910 6,208,025 39.0
PAJ008 PASPT‐21 9/17/1990 36.916486 ‐121.698047 1,794,308 6,211,413 36.5 RW PAJ020 TP‐15A 5/1/2014 36.906324 ‐121.691862 1,790,585 6,213,174 5 TP MYC063 3/7/1991 36.908830 ‐121.709540 1,791,564 6,208,017 40.7
PAJ008 PASPT‐22 9/18/1990 36.910696 ‐121.693512 1,792,183 6,212,712 36.5 RW PAJ020 TP‐15B 5/1/2014 36.906832 ‐121.690991 1,790,767 6,213,431 5 TP MYC064 7/2/1991 36.908870 ‐121.706790 1,791,568 6,208,822 46.3
PAJ008 PASPT‐23 9/18/1990 36.910318 ‐121.694771 1,792,050 6,212,342 36.5 RW PAJ020 TP‐16B 5/1/2014 36.905471 ‐121.688863 1,790,263 6,214,047 2 TP MYC065 7/3/1991 36.908860 ‐121.707610 1,791,567 6,208,582 45.9
PAJ008 PASPT‐24 9/18/1990 36.912667 ‐121.704836 1,792,943 6,209,411 36.5 RW PAJ020 TP‐17A 5/1/2014 36.903221 ‐121.686500 1,789,435 6,214,728 5 TP MYC066 7/1/1991 36.908120 ‐121.714550 1,791,324 6,206,549 48.6
PAJ008 PASPT‐25 9/19/1990 36.908963 ‐121.713281 1,791,626 6,206,924 36.5 RW PAJ020 TP‐17B 5/1/2014 36.903969 ‐121.686039 1,789,706 6,214,866 5 TP MYC067 7/2/1991 36.907550 ‐121.714240 1,791,115 6,206,637 52.8
PAJ008 PASPT‐26 9/18/1990 36.910601 ‐121.719370 1,792,246 6,205,152 36.5 RW PAJ020 TP‐18A 5/1/2014 36.902563 ‐121.683595 1,789,185 6,215,574 6 TP MYC068 7/2/1991 36.906750 ‐121.714240 1,790,824 6,206,633 39.0
PAJ008 PASPT‐27 9/18/1990 36.913439 ‐121.726401 1,793,306 6,203,110 36.5 RW PAJ020 TP‐18B 5/1/2014 36.903366 ‐121.683502 1,789,477 6,215,605 5 TP MYC085 7/22/1993 36.902670 ‐121.751660 1,789,483 6,195,673 42.7
PAJ008 PASPT‐28 9/19/1990 36.908226 ‐121.735437 1,791,443 6,200,443 36.5 RW PAJ020 TP‐19B 5/1/2014 36.903908 ‐121.681037 1,789,665 6,216,328 4 TP MYC086 7/22/1993 36.902920 ‐121.751750 1,789,574 6,195,648 61.7
PAJ008 PASPT‐29 9/19/1990 36.908991 ‐121.745011 1,791,758 6,197,648 36.5 RW PAJ020 TP‐20A 5/1/2014 36.905283 ‐121.677445 1,790,153 6,217,385 4.5 TP MYC087 7/22/1993 36.902220 ‐121.752730 1,789,323 6,195,358 47.6
PAJ008 PASPT‐30 9/20/1990 36.906227 ‐121.748333 1,790,765 6,196,663 36.5 RW PAJ020 TP‐20B 5/1/2014 36.905908 ‐121.678007 1,790,382 6,217,223 5.5 TP MYC088 7/22/1993 36.902280 ‐121.752820 1,789,345 6,195,332 44.0
PAJ008 PASPT‐31 9/19/1990 36.903930 ‐121.751807 1,789,942 6,195,636 36.5 RW PAJ020 TP‐21B 5/1/2014 36.907301 ‐121.676274 1,790,883 6,217,736 4.5 TP MYC089 7/23/1993 36.875620 ‐121.792010 1,779,795 6,183,739 50.2
PAJ008 PASPT‐32 9/19/1990 36.901647 ‐121.755149 1,789,124 6,194,648 36.5 RW MYC090 8/24/1993 36.874690 ‐121.793020 1,779,461 6,183,439 49.2
PAJ008 PASPT‐33 9/20/1990 36.882868 ‐121.775344 1,782,367 6,188,650 36.5 RW MYC091 8/24/1993 36.873830 ‐121.793890 1,779,151 6,183,180 52.2
PAJ008 PASPT‐34 9/20/1990 36.884925 ‐121.785017 1,783,155 6,185,831 36.5 RW Caltrans Borings MYC092 7/23/1993 36.873880 ‐121.794550 1,779,172 6,182,987 48.6
PAJ008 PASPT‐35 9/20/1990 36.881580 ‐121.789592 1,781,955 6,184,476 36.5 RW Report # Boring # Date Latitude Longitude Northing (ft) Easting (ft) Depth (ft) Boring Type MYC093 7/23/1993 36.874350 ‐121.794940 1,779,345 6,182,876 55.1
PAJ008 PASPT‐36 9/20/1990 36.877866 ‐121.793802 1,780,620 6,183,226 36.5 RW PAJC06 B‐1 1/4/1990 36.905328 ‐121.751599 1,790,450 6,195,704 101.5 HSA MYC094 7/23/1993 36.874900 ‐121.795390 1,779,547 6,182,747 37.4
PAJ008 PASPT‐37 9/20/1990 36.867717 ‐121.802529 1,776,960 6,180,622 36.5 RW PAJC06 B‐2 1/5/1990 36.905517 ‐121.751357 1,790,518 6,195,775 90.4 HSA MYC095 8/23/1993 36.875710 ‐121.794980 1,779,840 6,182,871 39.0
PAJ008 PASPT‐38 9/20/1990 36.862904 ‐121.800867 1,775,201 6,181,084 36.5 RW PAJC06 B‐3 1/9/1990 36.904966 ‐121.751177 1,790,317 6,195,825 119.6 HSA MYC096 8/23/1993 36.876250 ‐121.794630 1,780,035 6,182,976 56.4
PAJ010 PAJ‐9 2/14/1996 36.883446 ‐121.771348 1,782,562 6,189,821 51.5 RW PAJC06 B‐4 11/7/1990 36.904858 ‐121.750592 1,790,275 6,195,996 151.6 HSA MYC097 8/23/1993 36.877060 ‐121.794080 1,780,328 6,183,141 24.9
PAJ011 B‐1 12/28/1995 36.905387 ‐121.676389 1,790,187 6,217,694 32 SSA PAJC06 B‐5 11/8/1990 36.905141 ‐121.751396 1,790,382 6,195,762 95.4 RW MYC098 8/23/1993 36.877750 ‐121.793730 1,780,578 6,183,247 54.1
PAJ011 B‐2 11/20/1995 36.905570 ‐121.676708 1,790,254 6,217,602 30 RW PAJC06 B‐6 11/14/1990 36.905563 ‐121.751913 1,790,537 6,195,613 116.1 HSA MYC099 8/23/1993 36.878560 ‐121.793080 1,780,870 6,183,441 63.0
PAJ011 B‐3 11/20/1995 36.905822 ‐121.676955 1,790,347 6,217,530 32 RW PAJC08 B‐1 7/25/1988 36.880175 ‐121.793178 1,781,458 6,183,420 118 HSA MYC100 8/31/1993 36.878280 ‐121.792630 1,780,766 6,183,571 63.3
PAJ011 B‐4 4/3/1997 36.905810 ‐121.676879 1,790,342 6,217,553 72 RW PAJC08 B‐2 7/26/1988 36.879416 ‐121.792943 1,781,181 6,183,485 125 HSA MYC101 8/31/1993 36.877720 ‐121.792080 1,780,560 6,183,729 47.9
PAJ015 PASPT‐46 5/22/2000 36.884762 ‐121.771609 1,783,042 6,189,751 41.5 RW PAJC08 B‐3 7/27/1988 36.879928 ‐121.793171 1,781,368 6,183,421 124 HSA MYC102 8/31/1993 36.878020 ‐121.792350 1,780,670 6,183,652 59.7
PAJ015 PASPT‐47 5/22/2000 36.883693 ‐121.771682 1,782,653 6,189,725 41.5 RW PAJC08 B‐4 7/28/1988 36.879718 ‐121.792924 1,781,291 6,183,492 131…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .