Thank you for considering historic properties during project planning. If you have any questions, please contact Natalie Lindquist of my staff at (916) 445-7014 or e-mail at [email protected].
Sincerely,
Milford Wayne Donaldson, FAIA
State Historic Preservation Officer
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Packet Pg. 736 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction STATE OF CALIFORNIA – THE NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR., Governor
OFFICE OF HISTORIC PRESERVATION
DEPARTMENT OF PARKS AND RECREATION
1725 23rd Street, Suite 100
SACRAMENTO, CA 95816-7100
(916) 445-7000 Fax: (916) 445-7053
[email protected]
www.ohp.parks.ca.gov
September 9, 2011 Reply To: FHWA110808A
Gabrielle Duff, Office Chief
Caltrans District 8
Environmental Support/Cultural Studies (MS 825)
464 W 4th Street, 6th Floor
San Bernardino, CA 92401-1400
Re: Determination of Eligibility for the Proposed Interstate 215/Barton Road Interchange Project, Grand Terrace, CA
Dear Ms. Duff:
Thank you for consulting with me about the subject undertaking in accordance with the Programmatic Agreement Among the Federal Highway Administration, the Advisory Council on Historic Preservation, the California State Historic Preservation Officer, and the California Department of Transportation Regarding Compliance with Section 106 of the National Historic Preservation Act, as it Pertains to the Administration of the Federal-Aid Highway Program in California (PA).
Caltrans has determined that the following properties are not eligible for the National Register of Historic Places (NRHP):
12175 Michigan Street
22115 Barton Road
21842 Grand Terrace Road
12012-12040 La Crosse Avenue
21892 Grand Terrace Road
22036 Vivienda Avenue
22220-26 Barton Road
22238 Barton Road
Based on review of the submitted documentation, I concur.
Thank you for considering historic properties during project planning. If you have any questions, please contact Natalie Lindquist of my staff at (916) 445-7014 or email at [email protected].
Sincerely,
Milford Wayne Donaldson, FAIA
State Historic Preservation Officer
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Packet Pg. 737 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
INITIAL STUDY/MITIGATED NEGATIVE DECLARATION
BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT
THIS PAGE INTENTIONALLY LEFT BLANK
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Packet Pg. 738 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
INITIAL STUDY/MITIGATED NEGATIVE DECLARATION
BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT
APPENDIX D
INITIAL SITE ASSESSMENT, SUPPLEMENTAL HAZARDOUS MATERIALS SURVEY
REPORT, LIMITED SITE INVESTIGATION AND ADL REPORT
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Packet Pg. 776 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX A
EXHIBIT 1 – TOPOGRAPHIC MAP
EXHIBIT 2 – SITE DIAGRAM
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Packet Pg. 777 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
0 Miles 0.25 0.5 1 1.5 2012 TOPOGRAPHIC MAP 2012 LSH As Shown TGM N/A CAP TGM CB175228 Exhibit
Colton, California 92324
1 TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY QUADRANGLES INCLUDE: SAN BERNARDINO SOUTH, CA (2012).
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
1355 East Cooley Drive, Suite C
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Packet Pg. 778 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
SITE DIAGRAM
1355 East Cooley Drive, Suite C
Colton, California 92324
CB175228 AERIAL PHOTOGRAPHY PROVIDED BY
GOOGLE EARTH
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION
PURPOSES
Project Manager:
Drawn by:
Checked by:
Approved by:
LSH
TGM
CAP
TGM
N/A
8/6/2019
Scale:
Project No.
File Name:
Date:
AS SHOWN 2
Exhibit
0 250 500 FEET
APPROXIMATE SCALE
BARTON ROAD
RESIDENTIAL
21842 BARTON ROAD
(PALM AVENUE)
CLINICAL LABORATORY
OF SAN BERNARDINO
21881 BARTON ROAD
C B TYRES
RECYCLING RESOURCES
21801 BARTON ROAD
LINEAGE LOGISTICS
(FORMER STATER BROS)
21700 BARTON ROAD
NU RAY METALS
21823 BARTON ROAD
MULTI-TENANT COMMERCIAL
BUSINESSES AND FOR LEASE SPACE
21800 BARTON ROAD
ASPHALT-PAVED
PARKING LOT
VACANT LOT
ASPHALT-PAVED
PARKING LOT
BARTON ROAD BRIDGE
(STATE BRIDGE NO. 54C-0379
WATER WELL
P
GEOTECHNICAL BORING (2002)
STORMWATER DRAIN
HOUSEHOLD TRASH
RAILROAD TIES
HIGH-TENSION POWER LINE
POLE-MOUNTED TRANSFORMER
SITE BOUNDARY
PALM AVENUE WELL
(202 BARTON ROAD)
H R
S
H
R
P
T
T
S
GAS PIPELINE
R
LUST GLOBAL ID NO. T060700500;
CASE CLOSED ON NOVEMBER 12, 1998 UNION PACIFIC RAILROAD RIGHT-OF-WAY
GRAND TERRACE ROAD
B-1 B-2
B-3 B-4
B-5 B-6 B-7 B-8
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Packet Pg. 779 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge
APPENDIX B
INITIAL SITE ASSESSMENT (ISA)
CHECKLIST
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Packet Pg. 780 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 1 INITIAL SITE ASSESSMENT (ISA) CHECKLIST
Project Information
District: 08 County: San Bernardino Route: Barton Road
Milepost: N/A EA: N/A
Description: The site is located along Barton Road, east of South Terrace Avenue and west of Grand Terrace Road, in the cities of Colton and Grand Terrace, San Bernardino County, California, and consists of an approximately 1,100-foot length of an asphalt-paved, two-lane road, sidewalks, easements (along the northern and southern perimeters of the site) and utilities. The site is improved with the Barton Road Bridge (approximately 175-feet long by 25-feet wide), which was originally built in 1936 (on the central portion of the site) and currently spans a former railroad track (removed) and Union Pacific Railroad (UPRR) right-of-way.
The cities of Colton and Grand Terrace in cooperation with California Department of Transportation (Caltrans) are proposing to remove the Barton Road Bridge (State Bridge No 54C0379), fill the area over the former railroad tracks, and replace the bridge with a two-lane at grade asphalt roadway to connect to the existing roadway to the east and west of the bridge. The project will also include the construction of continuous sidewalk and Class II bicycle lanes.
Is the project on the hazardous waste (HW) Study Minimal-Risk Projects List? No Project Manager: Todd G. McFarland, Terracon Consultants, Inc. Phone # (909) 824-7311 Environmental Professional: Carl A. Parten, Terracon Consultants, Inc. Phone # (909) 824-7311 Project Screening Criteria
Attach the project location map to this checklist to show location of all known and/or potential HW site identified.
1. Project Features: New R/W? Yes Excavation? Yes Subsurface Relocate Utilities? Yes The proposed on-site work includes an at grade, new asphalt-paved road, sidewalks, and bike lanes.
Railroad Involvement? Yes; the site consists of an abandoned railroad (with tracks removed) and Union Pacific Railroad right-of-way.
Structure demolition/modification? Yes; the proposed on-site work includes the removal of the Barton Road Bridge/overpass (State Bridge No 54C0379).
2. Project Setting:
The site is located along Barton Road, between Grand Terrace Road (to the east) and South Terrace Avenue (to the west) and connects the cities of Colton and Grand Terrace. Interstate 215 Freeway is located approximately 900 feet east, and the BNSF railway is located approximately 250 feet west of the site.
3. Rural or Urban: Urban
Current Land Uses: Barton Road and the Barton Road Bridge serves as a city throughway that connects the City of Colton (west of the bridge) with the City of Grand Terrace (east of the bridge).
Previous Land Uses: The Barton Road Bridge served as an overpass for the former Union Pacific Railroad.
Adjacent Land Uses (industrial, light industry, commercial, agricultural, residential, etc.):
The site is located within a mixed-use area of the cities of Colton and Grand Terrace, with commercial and light industrial businesses, located to the north and south of the site, and residential housing and mobile home park to the northeast of the site.
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Packet Pg. 781 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Initial Site Assessment (ISA) Checklist for Hazardous Waste 2 4. Check federal, State, and local environmental and health regulatory agency records as necessary, to see if any known hazardous waste site is in or near the project area. If a known site is identified, show its location on the attached map and attach additional sheets, as needed, to provide pertinent information for the proposed project.
In-house record review: Yes. A LUST Clean-up site (soil only impact case), indicated as State Water Resources Control Board Global ID No. T0607100500, was identified at the former Stater Bros facility (21700 Barton Road), on the property to the adjoining northwest of the site. Based on a review of the regulatory database, the soil only impact and case closure status (closed on November 12, 1998), estimated distance to the off-site former LUST/UST system (approximately 650 feet), and the anticipated depth to groundwater (approximately 80 feet below ground surface), the former Stater Bros database listings do not represent a Recognized Environmental Condition (REC) to the site.
5. Conduct Field Inspection. Date: August 6, 2019
Storage Structure / Pipeline
Underground tanks: None observed Surface tanks: None observed Sumps: None observed Ponds: None observed
Drums: None observed Basins: None observed
Transformers: Pole-mounted transformer located
near the site perimeter on the adjoining southcentral property Landfill: None observed
Stormwater Drain: Located near the site perimeter
on the adjoining northeastern property
Pipeline: A natural gas pipeline (Southern California Gas Company) was observed located on the underside of the Barton Road Bridge.
Other: None observed
Contamination (spills, leaks, illegal dumping, etc.)
Surface staining: None observed Oil sheen: None observed Odors: None observed Vegetation damage: None observed
Other: Former railroad crossties, miscellaneous
household trash (plastic bags, clothes, etc.)
Hazardous Materials (asbestos, lead, etc.)
Buildings: Not Applicable Spray-on fireproofing: None observed Pipe wrap: Observed on gas pipeline underside of
bridge. Tested negative for asbestos.
Friable tile: None observed
Acoustical plaster: None observed Serpentine: None observed Paint: Observed on bridge railings, bollards, and
road surface. Tested positive for lead and
chromium.
Other: None observed
6. Other comments and/or observations:
A Foundation Report (dated March 5, 2003 and prepared by Diaz-Yourman & Associates) documents “black, trace petroleum odor” soils were encountered in geotechnical boring B-3 (located approximately 100 feet west of the bridge) at a depth of 20 feet bgs. No petroleum odor was noted in the remaining sampled locations; however, no analytical data were reported. The lack of analytical data or additional information pertaining to the soils with petroleum odor represents a significant data gap and represents a recognized environmental condition (REC) to the site.
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Packet Pg. 782 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
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Packet Pg. 783 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX C
SITE PHOTOGRAPHS
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Packet Pg. 784 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal & Road Construction
Project No. CB175228
Photo Date: August 6, 2019
Photo #1 View of the site (Barton Road Bridge)
facing south from the north-central
portion of the site.
Photo #2 View of the site (Barton Road Bridge)
facing north from the south-central
portion of the site.
Photo #3 View of the site (Barton Road Bridge)
facing west from the central portion of
the site.
Photo #4 View of the eastern portion of the site
(Barton Road), facing west.
Photo #5 View of the western portion of the site
(Barton Road), facing east.
Photo #6 View of the on-site retaining wall,
located on the south-central perimeter
of the site.
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Packet Pg. 785 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal & Road Construction
Project No. CB175228
Photo Date: August 6, 2019
Photo #7 View of the on-site retaining wall,
located on the north-central perimeter
of the site.
Photo #8 View of the miscellaneous household
trash and railroad ties, located under
the Barton Road Bridge.
Photo #9 View of the gas pipeline marker,
located on the northeastern perimeter
of the Barton Road Bridge.
Photo #10 View of the underside of the Barton
Road Bridge.
Photo #11 View of the piping under the Barton
Road Bridge.
Photo #12 View of the utility pipe, located south of
the retaining wall, on the south-central
portion of the site.
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Packet Pg. 786 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal & Road Construction
Project No. CB175228
Photo Date: August 6, 2019
Photo #13 View of the utility pipe, located on the
southwestern perimeter of the site.
Photo #14 View of the stormwater drain, located
on the northeastern perimeter of the
site (near 21800 Barton Road).
Photo #15 View of the driveway, located at 21800
Barton Road on the northeastern
perimeter of the site.
Photo #16 View of the sewer system manhole
cover, located on the northeastern
perimeter of the site.
Photo #17 View of the sewer system manhole, on
the southeastern perimeter, near Nu
Ray Metals (21823 Barton Road).
Photo #18 View of the pole-mounted transformer,
located on south-central perimeter of
the site.
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Packet Pg. 787 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal & Road Construction
Project No. CB175228
Photo Date: August 6, 2019
Photo #19 View of the adjoining property located
north of the site (Lineage Logistics,
21700 Barton Road).
Photo #20 View of the adjoining residential
property located northeast of the site
(21842 Barton Road).
Photo #21 View of the adjoining property located
east of the site.
Photo #22 View of the adjoining southeast (vacant
land followed by Clinical Lab, 21881
Baton Road).
Photo #23 View of the overhead power lines,
located on the adjoining property south
of the Barton Road Bridge.
Photo #24 View of the adjoining property (vacant
grassy land) located northeast of the
site.
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Packet Pg. 788 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal & Road Construction
Project No. CB175228
Photo Date: August 6, 2019
Photo #25 View of high tension power line route
and former railroad spur location, south
of site, (facing south of the Bridge).
Photo #26 View of the Palm Avenue well, located
on the adjoining property southwest of
the site.
Photo #27 View of the adjoining property located
west of the site.
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Packet Pg. 789 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX D
HISTORICAL DOCUMENTATION AND USER QUESTIONNAIRE
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Packet Pg. 790 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction The EDR Aerial Photo Decade Package
Inquiry Number: July 24, 2019 5726802.8
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road Colton,
San Bernardino County, California 92324
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Packet Pg. 791 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 2016 1"=500' Flight Year: 2016 USDA/NAIP
2012 1"=500' Flight Year: 2012 USDA/NAIP
2009 1"=500' Flight Year: 2009 USDA/NAIP
2006 1"=500' Flight Year: 2006 USDA/NAIP
1995 1"=500' Acquisition Date: October 03, 1995 USGS/DOQQ 1989 1"=500' Flight Date: August 15, 1989 USDA
1985 1"=500' Flight Date: July 28, 1985 USDA
1975 1"=500' Flight Date: August 01, 1975 USGS
1967 1"=500' Flight Date: May 15, 1967 USDA
1959 1"=500' Flight Date: October 15, 1959 USDA
1953 1"=500' Flight Date: January 23, 1953 USDA
1949 1"=500' Flight Date: May 06, 1949 USDA
1938 1"=500' Flight Date: June 14, 1938 USDA
1931 1"=500' Flight Date: September 18, 1931 FAIR
EDR Aerial Photo Decade Package 07/24/19 Barton Road Bridge Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5726802 - 8 page 2 Site Name: Client Name:
Terracon
Barton Road and Terrace Road 1421 Edinger Avenue
Colton, CA 92324 Tustin, CA 92780
EDR Inquiry # 5726802.8 Contact: Laura Hedman
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade.
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Packet Pg. 792 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2016 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2016 57268028 page 2
2016
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
Appendix
TGM N/A
1355 East Cooley Drive, Suite
D
Colton, California 92324
CAP
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Packet Pg. 793 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2012 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2012 5726802 8 page 3
2012
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
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Packet Pg. 794 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2009 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2009 5726802 8 page 4
2009
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
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Packet Pg. 795 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 2006 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 2006 5726802 8 page 5
2006
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
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Packet Pg. 796 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1995 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1995 5726802 8 page 6
1995
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
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Packet Pg. 797 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1989 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1989 5726802 8 page 7
1989
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 798 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1985 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1985 5726802 8 page 8
1985
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 799 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1975 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1975 5726802 8 page 9
1975
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 800 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1967 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1967 5726802 8 page 10 1967
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 801 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1959 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1959 5726802 8 page 11 1959
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 802 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1953 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1953 5726802 8 page 12 1953
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 803 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1949 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1949 5726802 8 page 13 1949
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 804 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1938 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1938 5726802 8 page 14 1938
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 805 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Aerial Photograph 0 Feet 500 1000 2000 Project Manager: Project No: Drawn By: Scale: 1931 AERIAL PHOTOGRAPH Checked By: File Name: Approved By: Date: 1931 5726802 8 page 15 1931
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
TGM CB175228 LSH As Shown
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 806 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
with QuadMatch™
July 24, 2019 5726802.4
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton, San Bernardino County, California 92324
7.c
Packet Pg. 807 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction EDR Historical Topo Map Report
EDR Inquiry #
Search Results:
P.O.#
Project:
Maps Provided:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
Contact:
Site Name: Client Name:
2012
1980
1975
1973
1967
1954
1943
1942
1938
1901
1898
1896
07/24/19 NA 34.033873 34° 2' 2" North CB175228 -117.329973 -117° 19' 48" West Zone 11 North 469539.75 3765960.85 958.24' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 5726802 4 2 Barton Road Bridge Terracon
Barton Road and Terrace Road 1421 Edinger Avenue
Colton, CA 92324 Tustin, CA 92780
5726802.4 Laura Hedman
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Terracon were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
7.c
Packet Pg. 808 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
2012 Source Sheets
2012
San Bernardino South
7.5-minute, 24000
1980 Source Sheets
1980
San Bernardino South
7.5-minute, 24000
Aerial Photo Revised 1979
1975 Source Sheets
1975
SAN BERNARDINO
15-minute, 50000
1973 Source Sheets
1973
San Bernardino South
7.5-minute, 24000
Aerial Photo Revised 1973
5726802 4 3
7.c
Packet Pg. 809 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1967 Source Sheets
1967
San Bernardino South
7.5-minute, 24000
Aerial Photo Revised 1966
1954 Source Sheets
1954
San Bernardino South
7.5-minute, 24000
Aerial Photo Revised 1952
1943 Source Sheets
1943
Colton
7.5-minute, 31680
1942 Source Sheets
1942
SAN BERNARDINO
15-minute, 50000
5726802 4 4
7.c
Packet Pg. 810 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction page
Topo Sheet Key
This EDR Topo Map Report is based upon the following USGS topographic map sheets. -
1938 Source Sheets
1938
Colton
7.5-minute, 31680
1901 Source Sheets
1901
San Bernardino
15-minute, 62500
1898 Source Sheets
1898
San Bernardino
15-minute, 62500
1896 Source Sheets
1896
San Bernardino
15-minute, 62500
5726802 4 5
7.c
Packet Pg. 811 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino South, 2012, 7.5-minute
0 Miles 0.25 0.5 1 1.5 2012 TOPOGRAPHIC MAP 2012 2012
5726802 4 6
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 812 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino South, 1980, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1980 TOPOGRAPHIC MAP 1980 1980
5726802 4 7
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 813 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, SAN BERNARDINO, 1975, 15-minute
0 Miles 0.25 0.5 1 1.5 1975 TOPOGRAPHIC MAP 1975 1975
5726802 4 8
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 814 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino South, 1973, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1973 TOPOGRAPHIC MAP 1973 1973
5726802 4 9
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 815 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino South, 1967, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1967 TOPOGRAPHIC MAP 1967 1967
5726802 4 10
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 816 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino South, 1954, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1954 TOPOGRAPHIC MAP 1954 1954
5726802 4 11
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 817 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Colton, 1943, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1943 TOPOGRAPHIC MAP 1943 1943
5726802 4 12
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 818 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, SAN BERNARDINO, 1942, 15-minute
0 Miles 0.25 0.5 1 1.5 1942 TOPOGRAPHIC MAP 1942 1942
5726802 4 13
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 819 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, Colton, 1938, 7.5-minute
0 Miles 0.25 0.5 1 1.5 1938 TOPOGRAPHIC MAP 1938 1938
5726802 4 14
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 820 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino, 1901, 15-minute
0 Miles 0.25 0.5 1 1.5 1901 TOPOGRAPHIC MAP 1901 1901
5726802 4 15
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 821 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino, 1898, 15-minute
0 Miles 0.25 0.5 1 1.5 1898 TOPOGRAPHIC MAP 1898 1898
5726802 4 16
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 822 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project Manager: Project No.
Drawn by: Scale:
Checked by: File Name:
Approved by: Date:
Topographic Map
- page
TP, San Bernardino, 1896, 15-minute
0 Miles 0.25 0.5 1 1.5 1896 TOPOGRAPHIC MAP 1896 1896
5726802 4 17
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, California
Appendix LSH As Shown TGM N/A CAP TGM CB175228
1355 East Cooley Drive, Suite C
Colton, California 92324
D
7.c
Packet Pg. 823 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Certified Sanborn® Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
July 24, 2019 5726802.3
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, San Bernardino County, CA
7.c
Packet Pg. 824 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Certified Sanborn® Map Report
Certified Sanborn Results:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
- page
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
Sanborn® Library search results
EDR Inquiry # Contact:
Site Name: Client Name:
Certification #
PO #
Project
07/24/19 Barton Road Bridge Terracon 1421 Edinger Avenue Colton, CA 923245726802.3 Tustin, CA 92780 Laura Hedman The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Terracon were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. E7F6-41E0-8D01 NA UNMAPPED PROPERTY CB175228 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found.
Certification #: E7F6-41E0-8D01
Terracon (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 5726802 3 2 Barton Road and Terrace Road
7.c
Packet Pg. 825 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal and Road Construction
Barton Road West of Grand Terrace Road
Colton and Grand Terrace, San Bernardino County, CA
Inquiry Number: 5726802.5
July 24, 2019
The EDR-City Directory Abstract
6 Armstrong Road
Shelton, CT 06484
800.352.0050
Environmental Data Resources Inc www.edrnet.com
7.c
Packet Pg. 826 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR
OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates.
All other trademarks used herein are the property of their respective owners.
7.c
Packet Pg. 827 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities.
EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals.
Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1922 through 2014. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property.
A summary of the information obtained is provided in the text of this report.
RECORD SOURCES
EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report.
EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report.
Year Source TP Adjoining Text Abstract Source Image
2014 EDR Digital Archive - X X -
2010 EDR Digital Archive - X X -
2008 Haines Company, Inc. - X X -
2003 Haines & Co Publishers - X X -
2002 SBC PACIFIC BELL - X X -
1996 GTE - - - -
1995 GTE Directories - - - -
1991 GTE California Incorporated - X X -
1990 GTE California Incorporated - - - -
1985 GTE - - - -
1981 General Telephone Company of
California
- - - -
5726802- 5 Page 1
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Packet Pg. 828 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
EXECUTIVE SUMMARY
Year Source TP Adjoining Text Abstract Source Image
1980 GTE - - - -
1975 Pacific Telephone Co - - - -
1970 General Telephone Company of
California
- X X -
1965 GTE - - - -
1964 Luskey Brothers & Co - - - -
1961 Luskey Brothers& Co Publishers - - - -
1960 Luskey Brothers & Co Publishers - - - -
1956 General Telephone Company Publishers - - - -
1955 Luskey Brothers Co Publishers - - - -
1951 Los Angeles Directory Co Publishers - - - -
1950 The Pacific Telephone and Telegraph Co - - - -
1949 San Bernardino Directory Co. Publishers - - - -
1946 Los Angeles Directory Company
Publishers
- - - -
1945 Southern Califronia Telephone Company - - - -
1942 San Bernardino Directory Co Publisher - - - -
1941 Associated Telephone Company Limited - - - -
1940 Los Angeles Directory Co. - - - -
1938 Los Angeles Directory Co. - - - -
1936 San Bernardino Directory Co Publisher - - - -
1934 Los Angeles Directory Co. - - - -
1931 Los Angeles Directory Co. - - - -
1930 San Bernardino Directory Co Publisher - - - -
1926 Los Angeles Directory Co. - - - -
1923 Los Angeles Directory Company - - - -
1922 R.L. Polk & Co Publishers - - - -
5726802- 5 Page 2
7.c
Packet Pg. 829 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
EXECUTIVE SUMMARY
SELECTED ADDRESSES
The following addresses were selected by the client, for EDR to research. An "X" indicates where information was identified.
Address Type Findings
21700 Barton Road Client Entered X
21769 Barton Road Client Entered
21800 Barton Road Client Entered X
21801 Barton Road Client Entered X
21829 Barton Road Client Entered X
21881 Barton Road Client Entered X
21842 Palm Avenue Client Entered
21845 Grand Terrace Road Client Entered X
7.c
Packet Pg. 830 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FINDINGS
TARGET PROPERTY INFORMATION
ADDRESS
Barton Road and Terrace Road
Colton, CA 92324
FINDINGS DETAIL Target Property research detail.
5726802- 5 Page 2
7.c
Packet Pg. 831 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FINDINGS
ADJOINING PROPERTY DETAIL
The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address.
BARTON RD
200 BARTON RD
Year Uses Source
2002 CHILD CARE SERVICES SBC PACIFIC BELL
GRAND TERRACE CITY OF SBC PACIFIC BELL
240 BARTON RD
Year Uses Source
2002 GRAND TERRACE TRACTOR CO SBC PACIFIC BELL
260 BARTON RD
Year Uses Source
2002 Fawcett Grant R & Mil SBC PACIFIC BELL
Barton Rd
21700 Barton Rd
Year Uses Source
2014 STATER BROS MARKETS EDR Digital Archive
SPROUTS FARMERS MARKET EDR Digital Archive
CASTLE & COOKE CALIFORNIA INC EDR Digital Archive
AGRIWISE INC EDR Digital Archive
M& L COMMODITIES EDR Digital Archive
STATER EMP FORD EDR Digital Archive
TERMINAL FREEZERS RE CA LLC EDR Digital Archive
LINEAGE LOGISTICS HOLDINGS LLC EDR Digital Archive
LINEAGE LOGISTICS LLC EDR Digital Archive
LINEAGE FREIGHT MANAGEMENT EDR Digital Archive
LINEAGE LOGISTICS ICM LLC EDR Digital Archive
HOME ACCENTS ALLIANCE INC EDR Digital Archive
AGRIWISE INC EDR Digital Archive
M& L COMMODITIES EDR Digital Archive
STATER EMP FORD EDR Digital Archive
STATER BROS MARKETS EDR Digital Archive
SPROUTS FARMERS MARKET EDR Digital Archive
5726802- 5 Page 3
7.c
Packet Pg. 832 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2014 CASTLE & COOKE CALIFORNIA INC EDR Digital Archive
TERMINAL FREEZERS RE CA LLC EDR Digital Archive
LINEAGE LOGISTICS HOLDINGS LLC EDR Digital Archive
LINEAGE LOGISTICS LLC EDR Digital Archive
LINEAGE FREIGHT MANAGEMENT EDR Digital Archive
LINEAGE LOGISTICS ICM LLC EDR Digital Archive
HOME ACCENTS ALLIANCE INC EDR Digital Archive
2010 HOME ACCENTS ALLIANCE INC EDR Digital Archive
WESTERN FREIGHT MANAGEMENT EDR Digital Archive
CASTLE & COOKE COLD STOR LLC EDR Digital Archive
BP HENDRICKSEN INVESTMENTS LLC EDR Digital Archive
SCANDIA CABINETS INC EDR Digital Archive
STATER BROS MARKETS INC EDR Digital Archive
LA CADENA INVESTMENTS EDR Digital Archive
STATER EMP FORD EDR Digital Archive
HAMPSHIRE INVESTMENTS INC EDR Digital Archive
GA SERVICE INC EDR Digital Archive
HOME ACCENTS ALLIANCE INC EDR Digital Archive
SCANDIA CABINETS INC EDR Digital Archive
WESTERN FREIGHT MANAGEMENT EDR Digital Archive
CASTLE & COOKE COLD STOR LLC EDR Digital Archive
STATER EMP FORD EDR Digital Archive
HAMPSHIRE INVESTMENTS INC EDR Digital Archive
BP HENDRICKSEN INVESTMENTS LLC EDR Digital Archive
STATER BROS MARKETS INC EDR Digital Archive
LA CADENA INVESTMENTS EDR Digital Archive
GA SERVICE INC EDR Digital Archive
BARTON RD
21700 BARTON RD
Year Uses Source
2008 STATER BROS MARKETS MAIN OFC Haines Company, Inc.
2003 BUILDING Haines & Co Publishers
STATER BROS MKTS ADVERTISING Haines & Co Publishers
STATER BROS MKTS BAKERY Haines & Co Publishers
STATER BROS MKTS CONSTRUCTION Haines & Co Publishers
STATER BROS MKTS MAIN OFC Haines & Co Publishers
STATER BROS MKTS MEAT Haines & Co Publishers
5726802- 5 Page 4
7.c
Packet Pg. 833 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2003 STATER BROS MKTS PERSONNEL Haines & Co Publishers
STATER BROS MKTS PRODUCE Haines & Co Publishers
STATER BROS MKTS PROPERTY MNG Haines & Co Publishers
STATER BROS MKTS PUBLIC RELATN Haines & Co Publishers
STATER BROS MKTS REAL ESTATE Haines & Co Publishers
STATER BROS MKTS SECURITY Haines & Co Publishers
2002 STATER BROS MKTS SBC PACIFIC BELL
1970 Stater Bros Mkts General Telephone Company of California General Office General Telephone Company of California
Stater Bros Mkts General Telephone Company of California Meat Dept General Telephone Company of California
Stater Bros Mkts General Telephone Company of California Produce Dept General Telephone Company of California
21800 BARTON RD
Year Uses Source
2008 MOTORSPORT TECHNOLOGY Haines Company, Inc.
MAUI MEDICAL Haines Company, Inc.
FOREMOST SILK SCREEN & EMBRDRY Haines Company, Inc.
ADAIR CUSTOM FLOOR COVERING Haines Company, Inc.
ACCENT PRINT DESIGN Haines Company, Inc.
TAPOUT LLC Haines Company, Inc.
2003 TIRE EXPRESS Haines & Co Publishers
TAPOUT Haines & Co Publishers
INLAND EMPIRE DRAPERY SUPPLIES Haines & Co Publishers
GOODE James Haines & Co Publishers
CARPET PAD SALES CO Haines & Co Publishers
CARPET PAD SALES CO Haines & Co Publishers
ADAIR CUSTOM FLOOR COVERING Haines & Co Publishers
ACCENT PRINT DESIGI Haines & Co Publishers
2002 ACCENT PRINT & DESIGN SBC PACIFIC BELL
CARPET PAD SALES GO SBC PACIFIC BELL
SUPPLIES SBC PACIFIC BELL
ADAIR CUSTOM FLOOR SBC PACIFIC BELL
COVERING SBC PACIFIC BELL
TIRE EXPRESS SBC PACIFIC BELL
CARPET PAD SALES CDO SBC PACIFIC BELL
INLAND EMPIRE DRAPERY SBC PACIFIC BELL
MOTORSPORT TECHNOLOGY SBC PACIFIC BELL
5726802- 5 Page 5
7.c
Packet Pg. 834 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2002 PETRA WEST INCG SBC PACIFIC BELL
OFFICE SBC PACIFIC BELL
1991 Inland Empire Drapery Supplies GTE California Incorporated Johnson Controls Inc GTE California Incorporated
Barton Rd
21801 Barton Rd
Year Uses Source
2014 MCMINN EQP RENTL & LSG INC EDR Digital Archive
DISH -BY SATELLITE TVS EDR Digital Archive
ABLE CHARTER BUS COMPANY INC EDR Digital Archive
BLAZE FIRE LOGISTICS INC EDR Digital Archive
AB CHARTER LLC EDR Digital Archive
CB TYRES RECYCL RESOURCES LLC EDR Digital Archive
MCMINN EQP RENTL & LSG INC EDR Digital Archive
DISH -BY SATELLITE TVS EDR Digital Archive
ABLE CHARTER BUS COMPANY INC EDR Digital Archive
BLAZE FIRE LOGISTICS INC EDR Digital Archive
AB CHARTER LLC EDR Digital Archive
CB TYRES RECYCL RESOURCES LLC EDR Digital Archive
2010 CB TYRES RECYCL RESOURCES LLC EDR Digital Archive
ABLE CHARTER BUS COMPANY INC EDR Digital Archive
BLAZE FIRE LOGISTICS INC EDR Digital Archive
ALTERNATIVE FUELS CORP EDR Digital Archive
DIAMOND VALLEY CONSTRUCTORS IN EDR Digital Archive
MCMINN EQP RENTL & LSG INC EDR Digital Archive
CB TYRES RECYCL RESOURCES LLC EDR Digital Archive
ABLE CHARTER BUS COMPANY INC EDR Digital Archive
BLAZE FIRE LOGISTICS INC EDR Digital Archive
ALTERNATIVE FUELS CORP EDR Digital Archive
DIAMOND VALLEY CONSTRUCTORS IN EDR Digital Archive
MCMINN EQP RENTL & LSG INC EDR Digital Archive
BARTON RD
21801 BARTON RD
Year Uses Source
2008 MCMINN EQUIPMENT Haines Company, Inc.
5726802- 5 Page 6
7.c
Packet Pg. 835 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2008 FUNSEEKERS Haines Company, Inc.
CB TYRES RECYCLING RSRCS LLC Haines Company, Inc.
CAL DREAMSCAPES LANDSCAPE CO Haines Company, Inc.
ALTERNTV FUELS CORP Haines Company, Inc.
A & E CHARTER Haines Company, Inc.
2003 PAC TRANS RENTAL INC Haines & Co Publishers
MCMINN James Haines & Co Publishers
MCMINN EQUIPMENT Haines & Co Publishers
LEASE TODAY INC Haines & Co Publishers
CAL DREAMSCAPES LANDSCAPE CO Haines & Co Publishers
2002 C LEASE TODAY INC SBC PACIFIC BELL
SERVICE SBC PACIFIC BELL
B PACIFIC TRANSPORTATION SBC PACIFIC BELL
OFFICE SBC PACIFIC BELL
Barton Rd
21823 Barton Rd
Year Uses Source
2014 NU-RAY METAL PRODUCTS INC EDR Digital Archive
NU-RAY METAL PRODUCTS INC EDR Digital Archive
21825 Barton Rd
Year Uses Source
2010 J&L EQUIPMENT & SERVICE LLC EDR Digital Archive
R S TECHNICAL SERVICE EDR Digital Archive
J&L EQUIPMENT & SERVICE LLC EDR Digital Archive
R S TECHNICAL SERVICE EDR Digital Archive
21829 Barton Rd
Year Uses Source
2014 LAWNMOWERS N MORE EDR Digital Archive
LAWNMOWERS N MORE EDR Digital Archive
2010 C M MOTORSPORTS EDR Digital Archive
C M MOTORSPORTS EDR Digital Archive
21831 Barton Rd
Year Uses Source
2014 HOUSTON & HARRIS PCS INC EDR Digital Archive
HOUSTON & HARRIS PCS INC EDR Digital Archive
5726802- 5 Page 7
7.c
Packet Pg. 836 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2010 HOUSTON & HARRIS PCS INC EDR Digital Archive
HOUSTON & HARRIS PCS INC EDR Digital Archive
21881 Barton Rd
Year Uses Source
2014 CLINICAL LAB SAN BERNARDINO EDR Digital Archive
CLINICAL LAB SAN BERNARDINO EDR Digital Archive
2010 CLINICAL LAB SAN BERNARDINO EDR Digital Archive
CLINICAL LAB SAN BERNARDINO EDR Digital Archive
BARTON RD E
260 BARTON RD E
Year Uses Source
2003 FAWCETT Grant R Haines & Co Publishers
FAWCETT Mil Haines & Co Publishers
Barton Road
21700 Barton Road
Year Uses Source
2008 STATER BROS MARKETS MAIN OFC Haines Company, Inc.
2003 BUILDING Haines & Co Publishers
STATER BROS MKTS ADVERTISING Haines & Co Publishers
STATER BROS MKTS BAKERY Haines & Co Publishers
STATER BROS MKTS CONSTRUCTION Haines & Co Publishers
STATER BROS MKTS MAIN OFC Haines & Co Publishers
STATER BROS MKTS MEAT Haines & Co Publishers
STATER BROS MKTS PERSONNEL Haines & Co Publishers
STATER BROS MKTS PRODUCE Haines & Co Publishers
STATER BROS MKTS PROPERTY MNG Haines & Co Publishers
STATER BROS MKTS PUBLIC RELATN Haines & Co Publishers
STATER BROS MKTS REAL ESTATE Haines & Co Publishers
STATER BROS MKTS SECURITY Haines & Co Publishers
2002 STATER BROS MKTS SBC PACIFIC BELL
1991 Main Ofc GTE California Incorporated
Stater Bros Mkrts GTE California Incorporated
1970 Stater Bros Mkts General Telephone Company of California General Office General Telephone Company of California
Stater Bros Mkts General Telephone Company of California 5726802- 5 Page 8
7.c
Packet Pg. 837 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
1970 Meat Dept General Telephone Company of California
Stater Bros Mkts General Telephone Company of California Produce Dept General Telephone Company of California
21800 Barton Road
Year Uses Source
2008 ACCENT PRINT DESIGN Haines Company, Inc.
ADAIR CUSTOM FLOOR COVERING Haines Company, Inc.
FOREMOST SILK SCREEN & EMBRDRY Haines Company, Inc.
MAUI MEDICAL Haines Company, Inc.
MOTORSPORT TECHNOLOGY Haines Company, Inc.
TAPOUT LLC Haines Company, Inc.
2003 ACCENT PRINT DESIGI Haines & Co Publishers
ADAIR CUSTOM FLOOR COVERING Haines & Co Publishers
CARPET PAD SALES CO Haines & Co Publishers
CARPET PAD SALES CO Haines & Co Publishers
GOODE James Haines & Co Publishers
INLAND EMPIRE DRAPERY SUPPLIES Haines & Co Publishers
TAPOUT Haines & Co Publishers
TIRE EXPRESS Haines & Co Publishers
2002 MOTORSPORT TECHNOLOGY SBC PACIFIC BELL
PETRA WEST INCG SBC PACIFIC BELL
OFFICE SBC PACIFIC BELL
INLAND EMPIRE DRAPERY SBC PACIFIC BELL
SUPPLIES SBC PACIFIC BELL
ADAIR CUSTOM FLOOR SBC PACIFIC BELL
COVERING SBC PACIFIC BELL
TIRE EXPRESS SBC PACIFIC BELL
CARPET PAD SALES CDO SBC PACIFIC BELL
CARPET PAD SALES GO SBC PACIFIC BELL
ACCENT PRINT & DESIGN SBC PACIFIC BELL
1991 Inland Empire Drapery Supplies GTE California Incorporated Johnson Controls Inc GTE California Incorporated
No Charge To Calling Party GTE California Incorporated
American Brake Supply Inc GTE California Incorporated
Carpet Pad Sales Co GTE California Incorporated
From Colton Telephones Call GTE California Incorporated Championship Warehouse Inc GTE California Incorporated
After GTE California Incorporated
5726802- 5 Page 9
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Packet Pg. 838 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
1991 Splinters GTE California Incorporated
West Mar GTE California Incorporated
21801 Barton Road
Year Uses Source
2008 A & E CHARTER Haines Company, Inc.
ALTERNTV FUELS CORP Haines Company, Inc.
CAL DREAMSCAPES LANDSCAPE CO Haines Company, Inc.
CB TYRES RECYCLING RSRCS LLC Haines Company, Inc.
FUNSEEKERS Haines Company, Inc.
MCMINN EQUIPMENT Haines Company, Inc.
2003 CAL DREAMSCAPES LANDSCAPE CO Haines & Co Publishers LEASE TODAY INC Haines & Co Publishers
MCMINN EQUIPMENT Haines & Co Publishers
MCMINN James Haines & Co Publishers
PAC TRANS RENTAL INC Haines & Co Publishers
2002 OFFICE SBC PACIFIC BELL
B PACIFIC TRANSPORTATION SBC PACIFIC BELL
SERVICE SBC PACIFIC BELL
C LEASE TODAY INC SBC PACIFIC BELL
21829 Barton Road
Year Uses Source
2008 CM MOTORSPORTS Haines Company, Inc.
NY DESIGNS Haines Company, Inc.
2003 P D FLOORING & DESIGN Haines & Co Publishers
P D FLOORING & DESIGN Haines & Co Publishers
SOTOS BROTHERS Haines & Co Publishers
2002 SOTO S BROTHERS SBC PACIFIC BELL
PD FLOORING & DESIGN SBC PACIFIC BELL
PD FLOORING & DESIGN SBC PACIFIC BELL
21881 Barton Road
Year Uses Source
2008 CLINICAL LAB OF SAN BERNARDINO Haines Company, Inc. 2003 CLINICAL LAB OF SAN BERNARDINO Haines & Co Publishers FURNES Ralph Haines & Co Publishers
2002 CLINICAL LAB OF SAN SBC PACIFIC BELL
BERNARDINO INC SBC PACIFIC BELL
5726802- 5 Page 10
7.c
Packet Pg. 839 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
1991 L A Wainscott &L Associates Inc GTE California Incorporated Wainscott L A & Associates Inc GTE California Incorporated
E BARTON RD
240 E BARTON RD
Year Uses Source
2008 NEAL Robert Haines Company, Inc.
260 E BARTON RD
Year Uses Source
2008 NEAL Robert Haines Company, Inc.
21700 E BARTON RD
Year Uses Source
1991 Main Ofc GTE California Incorporated
Stater Bros Mkrts GTE California Incorporated
Grand Terrace Road
21845 Grand Terrace Road
Year Uses Source
2008 GRAND BARTN TRLR PK Haines Company, Inc.
AGNEW A Haines Company, Inc.
ANGUIANO Eva Haines Company, Inc.
COE Angela Haines Company, Inc.
FLORESREYES Marco Anotio Haines Company, Inc.
GARCIA Edwin Haines Company, Inc.
GONZALES Gabriel Haines Company, Inc.
GRAND TERRACE MOBILE HOME
PARK
Haines Company, Inc.
GUILLEN Marco A Haines Company, Inc.
HERNANDEZ Francisca Haines Company, Inc.
LEISURE Paris Haines Company, Inc.
LUEVANO Sandra Haines Company, Inc.
LUNA Francisco J Haines Company, Inc.
PEREZ Jesus Haines Company, Inc.
POLK Robert Haines Company, Inc.
RUIZ Alfredo Haines Company, Inc.
SANDOVAL Jose Haines Company, Inc.
5726802- 5 Page 11
7.c
Packet Pg. 840 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2003 GRAND BARTN TRLR PK Haines & Co Publishers
AGNEW A Haines & Co Publishers
AIKEN S M Haines & Co Publishers
CRUZ Juan Haines & Co Publishers
DATAN Colleen Haines & Co Publishers
DORIA Lewis Haines & Co Publishers
FRAUSTO Jonas Haines & Co Publishers
GARCIA Claudio Haines & Co Publishers
GRAND TERRACE MOBILE HOME
PARK
Haines & Co Publishers
HERNANDEZ Gilbert Haines & Co Publishers
HO Juchu Haines & Co Publishers
MARTIN Sylvia Haines & Co Publishers
MARTINEZ Sherry Haines & Co Publishers
MENDEZ Ricardo Haines & Co Publishers
NORTON Aimee Haines & Co Publishers
PETERS Beverly A Haines & Co Publishers
PIERCE L M Haines & Co Publishers
QUILTY Candace Haines & Co Publishers
SATTLER Steven Haines & Co Publishers
SMITH Brian Haines & Co Publishers
TAITANO David Haines & Co Publishers
TOVAR Freddie Haines & Co Publishers
WILLIAM Phyllis Haines & Co Publishers
YEPEZ Gavino Haines & Co Publishers
2002 APARTMENTS SBC PACIFIC BELL
Leisure Cathy A SBC PACIFIC BELL
Agnew A SBC PACIFIC BELL
Peters Beverly A SBC PACIFIC BELL
Cruz Juan SBC PACIFIC BELL
Aiken S M SBC PACIFIC BELL
Miller Ramee J SBC PACIFIC BELL
Hernandez Gilbert SBC PACIFIC BELL
GRAND TERRACE RD CONT D SBC PACIFIC BELL
Cont d SBC PACIFIC BELL
Yepez Gavino SBC PACIFIC BELL
Quilty Candace SBC PACIFIC BELL
Garcia Claudio SBC PACIFIC BELL
GRAND TERRACE MOBILE HOME SBC PACIFIC BELL
5726802- 5 Page 12
7.c
Packet Pg. 841 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
Year Uses Source
2002 B Norton Aimee SBC PACIFIC BELL
LA CADENA DR
12070 LA CADENA DR
Year Uses Source
2008 GONZALEZ Frank R Haines Company, Inc.
2003 GONZALES Andrea Haines & Co Publishers
GONZALEZ Frank R Haines & Co Publishers
2002 Gonzalez Frank R SBC PACIFIC BELL
Gonzales Andrea SBC PACIFIC BELL
12086 LA CADENA DR
Year Uses Source
2008 BURK H L Haines Company, Inc.
2003 BURK H L Haines & Co Publishers
1991 Burk H L GTE California Incorporated
12111 LA CADENA DR
Year Uses Source
2003 XXXX Haines & Co Publishers
1970 Grand Terrace Service General Telephone Company of California 12120 LA CADENA DR
Year Uses Source
2008 SCRIVEN Frank Haines Company, Inc.
2003 SCRIVEN Frank Haines & Co Publishers
SCRIVEN Lee Haines & Co Publishers
2002 Scriven Frank & Lee SBC PACIFIC BELL
12146 LA CADENA DR
Year Uses Source
2008 STRACKE Mark Haines Company, Inc.
2003 STRACKE Mark Haines & Co Publishers
12158 LA CADENA DR
Year Uses Source
2008 MEZZANATTO Lelicia Haines Company, Inc.
2003 MEZZANATTO Leticia Haines & Co Publishers
5726802- 5 Page 13
7.c
Packet Pg. 842 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Year Uses Source
FINDINGS
PALM AVE
21535 PALM AVE
Year Uses Source
2008 ARREDONDO Jesus Haines Company, Inc.
2003 KEZER Dearrel Haines & Co Publishers
2002 Kezer Dearrel SBC PACIFIC BELL
Kezer Dearrel SBC PACIFIC BELL
21553 PALM AVE
Year Uses Source
2008 MADRIL Robt E Haines Company, Inc.
2003 MADRIL Robt E Haines & Co Publishers
2002 Madril Robt E SBC PACIFIC BELL
Madril Robt E SBC PACIFIC BELL
5726802- 5 Page 14
7.c
Packet Pg. 843 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FINDINGS
ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source.
Address Researched Address Not Identified in Research Source 12070 LA CADENA DR 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
12086 LA CADENA DR 2014, 2010, 2002, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
12111 LA CADENA DR 2014, 2010, 2008, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
12120 LA CADENA DR 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
12146 LA CADENA DR 2014, 2010, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
12158 LA CADENA DR 2014, 2010, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
200 BARTON RD 2014, 2010, 2008, 2003, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21535 PALM AVE 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21553 PALM AVE 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21700 BARTON RD 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21700 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21700 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21700 Barton Road 2014, 2010, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21700 E BARTON RD 2014, 2010, 2008, 2003, 2002, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21769 Barton Road 2014, 2010, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
7.c
Packet Pg. 844 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FINDINGS
Address Researched Address Not Identified in Research Source 21800 BARTON RD 2014, 2010, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21800 Barton Road 2014, 2010, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21801 BARTON RD 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21801 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21801 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21801 Barton Road 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21823 Barton Rd 2010, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21823 Barton Rd 2010, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21825 Barton Rd 2014, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21825 Barton Rd 2014, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21829 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21829 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21829 Barton Road 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21831 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21831 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21842 Palm Avenue 2014, 2010, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922 21845 Grand Terrace Road 2014, 2010, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
7.c
Packet Pg. 845 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FINDINGS
Address Researched Address Not Identified in Research Source 21881 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21881 Barton Rd 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
21881 Barton Road 2014, 2010, 1996, 1995, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
240 BARTON RD 2014, 2010, 2008, 2003, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
240 E BARTON RD 2014, 2010, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
260 BARTON RD 2014, 2010, 2008, 2003, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
260 BARTON RD E 2014, 2010, 2008, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
260 E BARTON RD 2014, 2010, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
7.c
Packet Pg. 846 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source.
Address Researched Address Not Identified in Research Source Barton Road and Terrace
Avenue
2014, 2010, 2008, 2003, 2002, 1996, 1995, 1991, 1990, 1985, 1981, 1980, 1975, 1970, 1965, 1964, 1961, 1960, 1956, 1955, 1951, 1950, 1949, 1946, 1945, 1942, 1941, 1940, 1938, 1936, 1934, 1931, 1930, 1926, 1923, 1922
7.c
Packet Pg. 847 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 848 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⊆∠⇑∨⊆⊄ ∏ ⇑∨⊆∇⇒⊆⇔⇒ ⇒ ⊆∨⊃ ⊄⊆
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉⇒⇐√∧√⇐ ∪∨⊂⊄ ⇒∇⇒¬∨∨∇⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⇔√⊂⊄ ∪⋅⊂∨
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 849 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∉⊆∠⇔⊇⇐∨⊆ √∇⇔⊇⊂⊄⊆√⇒ ∉⇒⊆⊄∇∨⊆⊂ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉⇒⇐√∧√⇐ ∪∨⊂⊄ ⇒∇⇒¬∨∨∇⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⇑∨⊆∇⇒⊆⇔⇒ ⇒ ⇐⊂∫⊆∠⇑∨⊆⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⊆∠⇑∨⊆⊄ ∏
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 850 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⊆∏∇ ∉⊆∠∉∨⊆⊄√∨⊂ √∇⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∠⊆⊄⋅∨⇒⊂⊄ ⊃⇒∨∅ √∇⇔⊇⊂⊄⊆√⇒ ∉⇒⊆⊂ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⋅∨⇑⊆∨∪ ⋅∠∨ ∧∠⊆Ò⇒¬∨⇔ ⇒⊄ ⊆√⊃∨⊆⊂√⇔∨
⊆Ò√ ⊆∨⇒√∇⇔∨⊆∨∇⊄
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐∠⇒∇∨ ⇒⊂⊂∠⇐√⇒⊄∨⊂ ⊄⇔ ∉⇒⊆⊄∇∨⊆⊂⋅√∉
⊆Ò√ ∉⇒⊆⊄∇∨⊆⊂⋅√∉
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 851 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⊄∠∇⇐∠ ⊆∨⇒⊄∅ ⇒⊂⊂∠⇐√⇒⊄∨⊂
⊆Ò√ ⊆∨⇒√∇⇔∨⊆∨∇⊄
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊂⊄⇒⊄∨⊆ ⇑⊆∠⊂ ⇒⊆∨⊄⊂
⊆Ò√ ⇐∠⊆∉∠⊆⇒⊄√∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉∨⊄⊆∠⇒∇∨ ¬⇒⊂ ⊂∨⊆⊃√⇐∨ √∇⇐
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 852 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 853 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂∠⊇⊄⋅∨⊆∇ ⇐⇒√∧∠⊆∇√⇒ ∨⇔√⊂∠∇ ⇐∠∉⇒∇∅
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⊂⊄⇒⊄∨
⇑∠⇒⊆⇔ ∠∧ ∨∈⊇⇒√⊕⇒⊄√∠∇ ⊃⇒⇐⇒∇⊄
⊄∠ ⌠ ⊂∈〉 ∧∨∨⊄
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
∉⊇⇑√⇐ ∧⇒⇐√√⊄√∨⊂
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 854 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 855 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂∠⊇⊄⋅∨⊆∇ ∉⇒⇐√∧√⇐ ⊄⊆⇒∇⊂∉∠⊆⊄⇒⊄√∠∇ ⇐∠
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⊂⊄⇒⊄∨
⇑∠⇒⊆⇔ ∠∧ ∨∈⊇⇒√⊕⇒⊄√∠∇ ⊃⇒⇐⇒∇⊄
⊄∠ ⌠ ⊂∈〉 ∧∨∨⊄
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
⊆∨⊂⊄⊆√⇐⊄∨⇔
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 856 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 857 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂∠⊇⊄⋅∨⊆∇ ∉⇒⇐√∧√⇐ ⊆⊆ ⇐∠
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⊂⊄⇒⊄∨
⇑∠⇒⊆⇔ ∠∧ ∨∈⊇⇒√⊕⇒⊄√∠∇ ⊃⇒⇐⇒∇⊄
⊄∠ ⌠ ⊂∈〉 ∧∨∨⊄
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
∉⊇⇑√⇐ ∧⇒⇐√√⊄√∨⊂
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 858 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 859 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⋅⊇∨∇ ∉⇒⇐∨ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊂⊄∠⇔⇔⇒⊆⇔ ⇒⊃∨∇⊇∨ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
√∇⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
√∇⇔ ∠∧⊄
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ♦← ⊂↓≥∂↔
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 860 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∏∠∇∨⊂⌠ ⇒∇∇∨
⊆Ò√ ⇐∠⊇∇√⊄∅ ∉⊆∠∉∨⊆⊄∅
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∏∠∇∨⊂⌠ ⊂⊄∨⊃∨ ⊄
⊆Ò√ ⇐∠⊇∇√⊄∅ ∉⊆∠∉∨⊆⊄∅
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ¬∠∠⇔∨⌠ ∏⇒∨⊂ ⊄ ⊄⊆
⊆Ò√ ⊄⊆⊇⊂⊄ ⊆∨⊃∠⇐⇒⇑∨
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ¬∠∠⇔∨⌠ ⊄∨⊆∨⊂⇒ ∨ ⊄⊆
⊆Ò√ ⊄⊆⊇⊂⊄ ⊆∨⊃∠⇐⇒⇑∨
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 861 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ¬∠∠⇔∨⌠ ∏⇒∨⊂ ⊄
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ¬∠∠⇔∨⌠ ⊄∨⊆∨⊂⇒ ∨
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇒∨⊆√⇐⇒∇ ⇑⊆⇒∨ ⊂⊇∉∉∅ √∇⇐
⊆Ò√ ⇐∠⊆∉∠⊆⇒⊄√∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∪∨√⊆⌠ ∏⇒∨⊂ ⇔
⊆Ò√ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 862 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∪∨√⊆⌠ ∠⊇√⊂∨
⊆Ò√ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⋅⊇¬⋅∨⊂⌠ ⇒⊃⇒ ∏
⊆Ò√ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⋅⊇¬⋅∨⊂⌠ ∠⊆⇒
⊆Ò√ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 863 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 864 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⋅⊇¬⋅∨⊂⌠ ∧⇒∠⊇
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⋅⊇¬⋅∨⊂⌠ ∪∠∠⇔⊆∠∪ ⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
√∇⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊂∧⊆
∉⊇⇑√⇐ ∉⇒⊃∨⇔
⌠ ⊂∈〉 ∧∨∨⊄ ⊄∠ 〉
⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⊆∨⊂ ⊕∠∇∨⇒∩ ⊇⊄⊂
⊇⊂∨ ∨∩ ⋅∉⇐Ò⋅∫
⊇⊄⊂⌠⇐⋅⊇⊆⇐
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
⊂√∇¬∨ ∧⇒√∅
⊆∨⊂√⇔∨∇⊄√⇒
∉↑…≡≥ ♦← ⊂↓≥∂↔
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 865 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 866 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⊆∠⇑∨⊆⊄ ∏ ⇑∨⊆∇⇒⊆⇔⇒ ⇒ ⊆∨⊃ ⊄⊆
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉⇒⇐√∧√⇐ ∪∨⊂⊄ ⇒∇⇒¬∨∨∇⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
∉⇒⊆ ∠⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 867 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∉⊆∠⇔⊇⇐∨⊆ √∇⇔⊇⊂⊄⊆√⇒ ∉⇒⊆⊄∇∨⊆⊂ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉⇒⇐√∧√⇐ ∪∨⊂⊄ ⇒∇⇒¬∨∨∇⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⇑∨⊆∇⇒⊆⇔⇒ ⇒ ⇐⊂∫⊆∠⇑∨⊆⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⊆∠⇑∨⊆⊄ ∏
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 868 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⊆∏∇ ∉⊆∠∉∨⊆⊄√∨⊂ √∇⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∇∠⊆⊄⋅∨⇒⊂⊄ ⊃⇒∨∅ √∇⇔⊇⊂⊄⊆√⇒ ∉⇒⊆⊂ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⋅∨⇑⊆∨∪ ⋅∠∨ ∧∠⊆Ò⇒¬∨⇔ ⇒⊄ ⊆√⊃∨⊆⊂√⇔∨
⊆Ò√ ⊆∨⇒√∇⇔∨⊆∨∇⊄
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐∠⇒∇∨ ⇒⊂⊂∠⇐√⇒⊄∨⊂ ⊄⇔ ∉⇒⊆⊄∇∨⊆⊂⋅√∉
⊆Ò√ ∉⇒⊆⊄∇∨⊆⊂⋅√∉
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 869 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 870 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊄√∨∅⌠ ⊆∠⇑∨⊆⊄ ⊄
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊄√∨∅⌠ ⊂⊇⊂⇒∇ ⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊄ √∇⇔⊇⊂⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
√∇⇔⊇⊂⊄⊆√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 871 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 872 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ∇∨⇒⌠ ⊆∠⇑∨⊆⊄ ∏ ⇑∨⊆∇⇒⊆⇔⇒ ⊆∨⊃ ⊄⊆
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∉⇒⇐√∧√⇐ ∪∨⊂⊄ ⇒∇⇒¬∨∨∇⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊃⇒⇐⇒∇⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
√∇⇔⊇⊂⊄⊆√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 873 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∉⊆∠⇔⊇⇐∨⊆ √∇⇔⊇⊂⊄⊆√⇒ ∉⇒⊆⊄∇∨⊆⊂ ⇐
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 874 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 875 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂∠⊇⊄⋅∨⊆∇ ⇐⇒√∧∠⊆∇√⇒ ∨⇔√⊂∠∇ ⇐∠∉⇒∇∅
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⊂⊄⇒⊄∨
⇑∠⇒⊆⇔ ∠∧ ∨∈⊇⇒√⊕⇒⊄√∠∇ ⊃⇒⇐⇒∇⊄
⊄∠ ⌠ ⊂∈〉 ∧∨∨⊄
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
∉⊇⇑√⇐ ∧⇒⇐√√⊄√∨⊂
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 876 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 877 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂∠⊇⊄⋅∨⊆∇ ∉⇒⇐√∧√⇐ ⊆⇒√⊆∠⇒⇔ ⇐∠
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
∇∠∇∨
∇∠∇∨
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⊂⊄⇒⊄∨
⇑∠⇒⊆⇔ ∠∧ ∨∈⊇⇒√⊕⇒⊄√∠∇ ⊃⇒⇐⇒∇⊄
⊄∠ ⌠ ⊂∈〉 ∧∨∨⊄
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
∉⊇⇑√⇐ ∧⇒⇐√√⊄√∨⊂
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 878 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 879 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂√⊃∨⊆ ⊂∉⊆√∇¬ ∉⊆∠∉∨⊆⊄√∨⊂ ⇐
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇑⇒⊆⊄∠∇ ∉⊆∠∉∨⊆⊄∅ ⇐
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊃⇒⇐⇒∇⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
⌠ ⊂∈〉 ∧∨∨⊄ ⊄∠ 〉
⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 880 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⇔∨∨⇔ ∨⊆⊆ ⇐√⊄∅ ∠∧ ¬⊆⇒∇⇔ ⊄∨⊆⊆⇒⇐∨
⊆Ò√ ⇐∠⊆∉∠⊆⇒⊄√∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ∏⇒∨⊂ ⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ⊄√∇⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊇∇⇒⌠ ⇒⇑∨⊆⊄ ⊄⋅∨⊆∨⊂⇒ ⊄ ⊄⊆⊂
⊆Ò√ ⊄⊆⊇⊂⊄ ⊆∨⊃∠⇐⇒⇑∨
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 881 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 882 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊂√⊃∨⊆ ⊂∉⊆√∇¬ ∉⊆∠∉∨⊆⊄√∨⊂ ⇐
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇑⇒⊆⊄∠∇ ∉⊆∠∉∨⊆⊄∅ ⇐
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊄ √∇⇔⊇⊂⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 883 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⇔∨∨⇔ ∨⊆⊆ ⇐√⊄∅ ∠∧ ¬⊆⇒∇⇔ ⊄∨⊆⊆⇒⇐∨
⊆Ò√ ⇐∠⊆∉∠⊆⇒⊄√∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ∏⇒∨⊂ ⇒
⊆Ò√ ⇐∠⊇∇√⊄∅ ∉⊆∠∉∨⊆⊄∅
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ⊄√∇⇒
⊆Ò√ ⇐∠⊇∇√⊄∅ ∉⊆∠∉∨⊆⊄∅
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ∏⇒∨⊂ ⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 884 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ⇐ √∇∇⌠ ⊄√∇⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊇∇⇒⌠ ⇒⇑∨⊆⊄ ⊄⋅∨⊆∨⊂⇒ ⊄ ⊄⊆⊂
⊆Ò√ ⊄⊆⊇⊂⊄ ⊆∨⊃∠⇐⇒⇑∨
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 885 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 886 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ⊄√∨∅⌠ ⊆∠⇑∨⊆⊄ ⊄
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ⊄√∨∅⌠ ⊂⊇⊂⇒∇ ⇒
⊆Ò√ ⊂∉∠⊇⊂⇒
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
⊄ √∇⇔⊇⊂⊄
∉⊇⇑√⇐ ∉⇒⊃∨⇔
〉 ⊄∠ 〉 ⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
√∇⇔⊇⊂⊄⊆√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
√∇⇔⊇⊂⊄⊆√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 887 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠∪∇∨⊆⊂⋅√∉ ⋅√⊂⊄∠⊆∅ ⊆∨∉∠⊆⊄ ∧∠⊆ ∉⇒⊆⇐∨ ∫∫∫
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″≡±↔ ⊂ƒ←↔≡″
⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ
∠≠≠∂…≡ °≠ ↔•≡ ⇒←←≡←←°↑
∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″
7.c
Packet Pg. 888 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑←•∂↓ ⋅∂←↔°↑ƒ
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂⌠ ∨√∇⇔⇒ ∠⊇√⊂∨
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂⌠ ∨√∇⇔⇒ ∠⊇√⊂∨
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
⇒⇐⊄√⊃∨
⇒⊂⊂∨⊂⊂∨⇔ ⇑∅ ⇐∠⊇∇⊄∅
¬∨∇ ∠∧∧√⇐∨
∉⊇⇑√⇐ ∉⇒⊃∨⇔
⌠ ⊂∈〉 ∧∨∨⊄ ⊄∠ 〉
⇒⇐⊆∨⊂
⊂⇒∇ ⇑∨⊆∇⇒⊆⇔√∇∠
⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
⇐∠∨⊆⇐√⇒ ⊕∠∇∨ ∠⊆
⊇⊂∨
∉↑°↓≡↑↔ƒ √⇔
∉↑…≡≥ ⊂↔↔♠←
⊄♣ ⊂↔↔♠←
⊇←≡ ⇐°≈≡
±≈ ⇒……≡←←
±≈ ⊄ƒ↓≡
⊂∂∞≡
⇔∂←↔↑∂…↔
⊆≡←↓ ¬↑°♠↓
⊆≡←↓ ⊇±∂↔
∉↑…≡≥
⇐∠∨⊆⇐√⇒
∉↑…≡≥ ⊄ƒ↓≡ ⊆∨⇒ ∉⊆∠∉∨⊆⊄∅
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 889 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂⌠ ∨√∇⇔⇒ ∠⊇√⊂∨
⊆Ò√ ⊂∠∨ ∠∪∇∨⊆
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
∇∠∇∨
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫ ⊂⊇⊆⊃ ⊄⊆ ∫ ∨⊂⊄ ∠∧
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫ ⊂⊇⊆⊃ ⊄⊆ ∫ ∨⊂⊄ ∠∧
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫ ⇐⊆∨⇔√⊄ ⊄⊆ ∫ ∨⊂⊄ ∠∧
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 890 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫ ⇐⊆∨⇔√⊄ ⊄⊆ ∫ ∨⊂⊄ ∠∧
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∠⊄⋅∨⊆ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫∫∫⇐⊆∨⇔√⊄ ⊄⊆⊇⊂⊄
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇⇒⊂ ∧⇒√∅ ⊄⊆⊇⊂⊄ ∫∫∫⊂⊇⊆⊃√⊃∠⊆⊂ ⊄⊆
⊆Ò√ ⊄∨∇⇒∇⇐∅ √∇ ⇐∠∠∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇∨⊂⌠ ∠⊇√⊂∨ ⇒ ⊄⊆
⊆Ò√ ⊄⊆⊇⊂⊄ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
∏∠√∇⊄ ⇒√ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 891 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ∠♦±≡↑ ∇″≡∑ ∧⊇⊆∇∨⊂⌠ ⊆⇒∉⋅ ⊆ ⊄⊆
⊆Ò√ ⊄⊆⊇⊂⊄ ⊇∇∇∠∪∇
√±↔
⊄ƒ↓≡
⇒…→♠∂←∂↔∂°± ⇔↔≡
⇔°…♠″≡±↔ ⇔↔≡
√±…↔∂♥≡ ⇔↔≡
〉
⇑√∨⇔ ∠∪∇∨⊆
ÒÒ
ÒÒ
ÒÒ
⇔°…♠″≡±↔ ∇♠″≡↑←
ÒÒ ∑∑ ⇒ ∉↑°↓≡↑↔ƒ √±≠°↑″↔∂°± ±÷≡″ ≡±↔ ⊂ƒ←↔≡″ °≠ ∉÷≡← ⊂± ⇑≡↑±↑≈∂±° ⇐°♠±↔ƒ ⇒←←≡←←°↑
7.c
Packet Pg. 892 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 893 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 894 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 895 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 896 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 897 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 898 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 899 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
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Packet Pg. 900 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
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Packet Pg. 901 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 902 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 903 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 904 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 905 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 906 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 907 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
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Packet Pg. 908 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 909 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 910 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.c
Packet Pg. 911 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction D I A Z • Y O U R M A N
& A S S O C I A T E S
1616 EAST 17th STREET SANTA ANA, CA 92705-8509 TEL. (714) 245-2920 FAX (714) 245-2950 “ DIAZoYOURMAN
,4 &ASSOCIATES 0:155 . its -
A Report Prepared for:
T. Y. Lin International
5030 Camino De La Siesta
Suite 204
San Diego, CA 92108
FOUNDATION REPORT
WEST BARTON ROAD BRIDGE REPLACEMENT
GRAND TERRACE, CALIFORNIA
BRIDGE NO. 54C-0379
Project No. 235-01
GaryIGilbe
Civil Engin
”4%
er 2781
By:
4/16 “(ciMW‘
V. R. Nadeswaran
Geotechnical Engineer 2390
Diaz-Yourman & Associates
1616 East 17th Street
Santa Ana, CA 92705-8509
(714) 245-2920
March 5, 2003
1616 'EAST 17th STREET SANTA ANA, CA 92705-8509 TEL. (714) 245-2920 FAX (714) 245-2950
7.c
Packet Pg. 912 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
TABLE OF CONTENTS
1.0 INTRODUCTION .............................................................................................................. 1
1.1 PROJECT DESCRIPTION ............................................................................................ 1
1.1.1 Background ............................................................................................................... 1
1.1.2 Proposed Improvements and Existing Facilities ........................................................ 1
1.2 PURPOSE AND SCOPE............................................................................................... 5
2.0 DATA REVIEW, FIELD INVESTIGATION, AND LABORATORY TESTING......................6
2.1 DATA REVIEW .............................................................................................................6
2.2 FIELD INVESTIGATION ...............................................................................................6
2.3 LABORATORY TESTING .............................................................................................7
3.0 SITE CONDITIONS ..........................................................................................................8
3.1 CLIMATIC CONDITIONS ..............................................................................................8
3.2 GEOLOGY AND FAULTING .........................................................................................8
3.3 SUBSURFACE CONDITIONS .................................................................................... 10
3.4 GROUNDWATER ....................................................................................................... 10
3.5 SOIL PROFILE AND ENGINEERING PARAMETERS ................................................ 12
4.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................... 13
4.1 SEISMIC HAZARDS ................................................................................................... 13
4.1.1 Surface Rupture ...................................................................................................... 13
4.1.2 Seismic Design Criteria ........................................................................................... 13
4.1.3 Maximum Credible Earthquake ............................................................................... 13
4.1.4 Ground Acceleration................................................................................................ 14
4.1.5 Liquefaction and Seismic Settlement....................................................................... 16
4.2 SCOUR POTENTIAL .................................................................................................. 16
4.3 SOIL CORROSION POTENTIAL ................................................................................ 17
4.4 FOUNDATION DESIGN FOR BRIDGE SUPPORTS ................................................... 17
4.5 FOUNDATION SUPPORT FOR RETAINING WALL ................................................... 19
4.6 LATERAL EARTH PRESSURES AND RESISTANCE TO LATERAL LOADS.............. 20
4.6.1 Lateral Pressures .................................................................................................... 20
4.6.2 Resistance to Lateral Loads .................................................................................... 21
4.7 SETTLEMENT ............................................................................................................ 21
4.7.1 Approach Embankment Fill ..................................................................................... 21
4.7.2 Shallow Foundations ............................................................................................... 21
4.8 APPROACH SLABS ................................................................................................... 22
4.9 EARTHWORK ............................................................................................................ 22
4.9.1 Low Expansive Soils in Approach Embankment...................................................... 24
4.9.2 Excavations and Temporary Slopes ........................................................................ 24
4.9.3 Permanent Slopes ................................................................................................... 28
4.10 CONSTRUCTION CONSIDERATIONS ................................................................... 28
4.10.1 Site Access .............................................................................................................28
4.10.2 Shallow Foundation ............................................‘.....................................................28
4.10.3 Earthwork ................................................................................................................ 29
4.11 PAVEMENT THICKNESS DESIGN ......................................................................... 29
5.0 PLAN REVIEW, CONSTRUCTION OBSERVATION, AND TESTING ............................ 31
6.0 LIMITATIONS................................................................................................................. 32 ii
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Packet Pg. 913 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.0 BIBLIOGRAPHY ............................................................................................................ 33 APPENDIX A - FIELD INVESTIGATION ................................................................................. A-1 APPENDIX B - LABORATORY TESTING............................................................................... B-1 APPENDIX C - REVIEW COMMENTS AND DYA RESPONSE .............................................. C-1
LIST OF TABLES
Table 1 - SUMMARY OF BORINGS ........................................................................................... 7 Table 2 - SUMMARY OF AVERAGE CLIIMATIC CONDITIONS .................................................8 Table 3 - IDEALIZED SUBSURFACE SOIL PROFILE .............................................................. 12 Table 4 — ACCELERATION SPECTRA COORDINATES .......................................................... 16 Table 5 - SUMMARY OF CORROSION RESULTS................................................................... 17 Table 6 - IMPORT FILL AND SELECT BACKFILL CRITERIA .................................................. 23 Table 7 - SUMMARY OF SLOPE STABILITY ANALYSES........................................................28
LIST OF FIGURES
Figure 1 - VICINITY MAP ............................................................................................................2 Figure 2 - SITE PLAN ................................................................................................................. 3 Figure 3 - GENERAL PLAN ........................................................................................................4 Figure 4 - REGIONAL FAULT MAP ............................................................................................9 Figure 5 - SUBSURFACE SECTION ........................................................................................ 11 Figure 6 - HORIZONTAL ACCELERATION RESPONSE SPECTRUM, FIVE PERCENT DAMPING .......................................................................................................................... 15 Figure 7 - GRADING/FOUNDATION DETAILS ......................................................................... 18 Figure 8 - LATERAL EARTH PRESSURES .............................................................................. 20 Figure 9 - LOW EXPANSIVE SOILS IN BRIDGE EMBANKMENT — STANDARD SCHEME..... 24 Figure 10 - LATERAL EARTH PRESSURES FOR TEMPORARY STRUCTURES ................... 25 Figure 11 - LATERAL EARTH PRESSURES DUE TO TRAIN SURCHARGE........................... 27 Figure 12 - PAVEMENT THICKNESS.......................................................................................29 iii
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Packet Pg. 914 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
1.0 INTRODUCTION
This report presents the results of the geotechnical investigation performed by Diaz-Yourman & Associates (DYA) for the proposed West Barton bridge replacement in Grand Terrace, California. This work was authorized by T.Y. Lin International (T.Y. Lin) by a contract agreement dated March 30, 1999 and subsequently by a notice to proceed on July 24, 2002.
1.1 PROJECT DESCRIPTION
1 .1.1 Background
The West Barton bridge will replace an existing bridge that does not meet current seismic criteria. The new bridge will include a pedestrian crossing, which is currently closed on the existing bridge. This project will include widening the approaches and replacing the existing retaining walls with mechanically stabilized earth (MSE) retaining walls. A portion of the West Barton bridge is located in the City of Grand Terrace and the remainder is in the City of Colton.
The Riverside freeway (Interstate [l-]215) lies approximately 1300 feet east of the bridge. The bridge crosses a Union Pacific Rail Road (UPRR) track, which is approximately at elevation 954 feet above mean sea level (MSL).
The location of the West Barton bridge is shown on the Vicinity Map, Figure 1.
1.1.2 Proposed Improvements and Existing Facilities
The proposed West Barton bridge location is shown on Figure 2 and will consist of a four-span cast-in-place concrete structure supported by abutments and intermediate bents. The West Barton bridge will be approximately 185 feet long and 48 feet wide. The bridge deck elevation will be approximately elevation 980 feet MSL, as shown on Figure 3. The West Barton bridge will have a vertical clearance of approximately 23 feet at the railroad tracks. The west and east abutments will have maximum heights of approximately 20 and 17 feet, respectively. The West Barton bridge spans the UPRR main line and UPRR spur (abandoned) tracks. The UPRR main line and UPRR spur have one track each. The West Barton bridge alignment will, in general, overlie the current alignment of West Barton Road. It is anticipated that the entire existing bridge, including the footings, will be removed prior to construction of the proposed bridge replacement. The proposed grades will be near existing grades. 1 K:\DATAFLS\PROJECTS\200\235—O1\REPORT‘WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 915 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction nS
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The existing bridge was a five-span steel structure supported by abutments on intermediate bents by shallow foundations. The bridge was approximately 177 feet long and 27.5 feet wide.
The bridge had one lane in each direction. The existing bridge crossed over the two railroad tracks and under a Southern California Edison high voltage power line. The western bridge approach was approximately 30 feet south of a Stater Brothers distribution center. The existing ground surface for the bridge approaches ranged from approximately 958 to 977 feet MSL. The bridge deck elevation was approximately elevation 980 feet MSL. 2 K:\DATAFLS\PROJECTS\200\235—O1\REPOR'HWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 916 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction F
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Reference: Electronic base map provided by T.Y. Lin lntemational - McDaniel. 9/17/02.
Figure 2 - SITE
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Packet Pg. 917 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction • ,
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Notes:
© Paint "West Barton 0H" N
® Paint "Bridge No. and Year Completed PLAN
Q Indicates point of min verl. clearance 1" ‘20.
For "General Notes". Sgandard Plans" and .. "Index to Bridge Plans. see 'Deck Contours sheet Figure 3 _ GENERAL PLAN PLANS PREPARED mum SUPERVISION 01‘ FIELD BUDK NDTES U7, ur camp :CRRACE 1.0. No. U 0! r' u d S r- ' Al rt CDNSTR C N BENCHMARK N HMARK — — STREET IMPROVEMENT PLANS " "9 ° " e ”e d U ”D BE C xx xx XX 5 DEPARIMENT BF PUBLIC WURKS W” W TELL “5 “mm” ”mm” WW-wmm “ES“"I “2:?" “a?" Mom av WEST BARTON OVERHEAD ”‘ 1 _ 800 $0.50 CWINO DE LA SlESTA. 5w". 104 _ FILE NI). 827-8600 ("WWWW 9’ “'4 5m mcooluazuua won: (emsw-ma émétlm‘ulmm GENERAL PLAN 1 suur of no mums (um um»: nu ma mzvmm m :vmxuw xxxx.xxx a.” n; mm m m.” am, amTm.‘ mfiflv—in— C.U.P. / WXXX—XX I 28
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Packet Pg. 918 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
1.2 PURPOSE AND SCOPE
The purpose of DYA's investigation was to provide geotechnical input for the design of the proposed bridge. The scope of our services consisted of:
0 Reviewing data.
0 Conducting a field investigation.
. Performing laboratory tests on selected samples.
0 Performing engineering analyses to develop conclusions and recommendations regarding the following:
- Seismic criteria
- Site preparation and grading
- Foundation type and allowable bearing capacity
- Estimated total and differential foundation settlements - Resistance to lateral loads — Vertical and lateral earth pressures - Corrosion potential
0 Preparing this report.
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Packet Pg. 919 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
2.0 DATA REVIEW, FIELD INVESTIGATION, AND LABORATORY TESTING
2.1 DATA REVIEW
Our understanding of the project is based on discussions with T.Y. Lin and the City of Grand Terrace, and our review of the general plans prepared by T.Y. Lin for the bridge type selection report. A list of the documents reviewed is presented in the bibliography (Section 7). Our review included the following items:
0 Caltrans log of test borings near the site.
0 California Geological Survey (CGS) maps to check for the presence of known faults on the site and Caltrans maps for peak bedrock acceleration. - Caltrans Seismic Design Criteria (SDC) version 1.2 to develop the standard acceleration response spectra (ARS) spectrum at the site.
2.2 FIELD INVESTIGATION
The field investigation, conducted between July 29 and 30, 2002, consisted of drilling 8 soil borings as shown on Figure 2. The borings were located near the proposed abutments and the intermediate bents, or approach embankments to provide data for the foundation design. The boring depths, ranging from approximately 6.5 to 45.5 feet, were selected to extend to the depth of significant influence of the proposed foundation loads and to investigate liquefaction potential.
Drilling refusal was encountered in Boring 3-5 at a depth of 45.5 feet. Borings drilled for the West Barton bridge are summarized in Table 1, and details of the field investigation, including sampling procedures, boring logs, and the Caltrans style Log of Test Boring (LOTB), are presented in Appendix A.
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Packet Pg. 920 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Table 1 - SUMMARY OF BORINGS
BORING NO LOCATION STAT'ON1'2 OFFSET” gig/53%: DEPT” OF ' (feet) (feet) (feet) BORING (feet) B-1 Approach Embankment-West 17+00 40 955 21.5
3-2 Approach Embankment-West 18+00 40 955 19.5
8-3 Approach Embankment-West 18+60 10 971 26
8-4 Abutment 1/Bent 2 19+60 35 955 22.5
8-5 Bent 3 20+40 40 953 45.5
3-6 Bent 4/Abutment 5 21+00 -15 958 21.5
3»? Approach Embankment-East 22+15 -40 962 20.5
B-8 Approach Embankment-East 22+95 -15 974 6.5
Notes:
1. Bon‘ng locations were measured from known locations using a measuring wheel.
2. Station numbers based on centerline along West Barton Road. Positive offset is to the north of the centerline.
3. Elevations based on topographical map provided by T.Y. Lin. Reference for elevation is mean sea level (MSL).
2.3 LABORATORY TESTING
The soil samples collected from the borings were reexamined in the laboratory to substantiate field classifications. Selected soil samples were tested for moisture content, dry density, grainsize distribution, percent passing the No. 200 sieve, Atterberg limits, consolidation, shear strength, compaction characteristics, pavement-supporting capacity, and corrosion potential (pH, electrical resistivity, soluble chlorides, and soluble sulfates). The soil samples tested are identified on the boring logs. Laboratory test data are summarized on the boring logs in Appendix A and presented on individual test reports in Appendix B. 7 K:\DATAFLS\PROJECTS\200\235~O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 921 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
3.0 SITE CONDITIONS
3.1 CLIMATIC CONDITIONS
The range of average climatic conditions near the site area is shown in Table 2.
Table 2 - SUMMARY OF AVERAGE CLIIMATIC CONDITIONS
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Average Max. Temperature(°F) 66.1 68.0 70.4 75.9 81.0 88.5 96.6 96.5 92.4 83.4 74.3 67.7 80.1 Average Min Temperature(°F). 39.3 41.6 43.6 47.2 51.5 55.4 60.3 60.9 57.6 51.1 43.4 39.4 49.3 Average Total
Precipitation (in.) 3.25 3.50 2.79 1.30 0.40 0.09 0.04 0.17 0.34 0.67 1.41 2.50 16.47 Notes:
- Climatic conditions are for reporting station located at San Bemadino, approximately 7 miles from the site and obtained from Western Regional Climate Center. Internet Web page - www.wrcc.dri.edu 0 Period of Record — 12/1/1927 to 12/31/2001.
3.2 GEOLOGY AND FAULTING
The project is located within the central Transverse Ranges, in southwestern San Bemardino County. The bridge site is situated on a broad, gently-sloping alluvial plain, some 2000 feet south of the Santa Ana River channel, between the La Lorna Hills to the west and Blue Mountain on the east. Lower to mid-Pleistocene age alluvial fan deposits underlie the site and site vicinity (Morton, 1974; Matti, et. al., 1985). These relatively old alluvial deposits, derived from the surrounding nearby hills, consist chiefly of sand, silt, and gravel mixtures.
The project site lies approximately 2.8 miles southwest of the main trace of the active San Jacinto fault. The occurrence rate of moderate to large earthquakes is greater along the San Jacinto fault than any other fault zone in Southern California (Petersen and Wesnouski, 1994).
Historic seismicity along this fault includes several earthquakes with magnitudes that range from M 6.3 to M 7.1. An M 7.3 to M 7.5 earthquake event is considered possible. Slip rates have been reported as high as 24 millimeters (mm)/year along portions of the San Jacinto, but average about 12 mmlyr, (Working Group on California Earthquake Probabilities, 1995). A regional fault map is presented on Figure 4.
8 K:\DATAFLS\PROJECTS\200\235~01\REPORRWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 922 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction =5; 3.3 :82 . =3 283. 55m
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Probable Earthquakes
Figure 4 REGIONAL FAULT MAP
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Packet Pg. 923 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
3.3 SUBSURFACE CONDITIONS
A subsurface cross section is presented on Figure 5. It was difficult to differentiate between fill and natural soils based on soil samples collected from the borings. Some common fill indicators such as debris containing asphalt were encountered in the soil samples. We judged that fills to 11 feet below ground surface (bgs), such as that noted in DYA borings. were probably placed for utility construction, except for the fills placed at the approaches to the bridge. There was no substantive evidence that uncontrolled fills were encountered at depths drilled. Therefore, the geotechnical parameters of the upper soils whether fill or natural soils, were assumed to be represented by the material type and consistency. Below the fills, natural alluvial soils were encountered to the bottom of the borings. The natural soils consisted of silts and clays with varying thickness of sands. East of the proposed Bent 3 location, the upper 13 to 20 feet consisted of soft to firm silts and clays and loose to medium dense sands. West of the proposed Bent 3 location, the upper 8 feet of soils consisted of soft to firm silts and clays and loose to medium dense sands. Below these upper layers the silts were hard to very hard, and the sands were medium dense to very dense.
Soils with petroleum odor were encountered in Boring 8-3 at a depth of 20 feet bgs.
The subsurface soils at the site were classified as seismic soil profile Sd in accordance with Caltrans $00.
3.4 GROUNDWATER
Groundwater was not encountered during the field investigation. The Riverside Highland Water District was contacted and there are some wells near the site where the water level has not risen above 100 feet bgs.
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Packet Pg. 924 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOILOBS SSOHO ' 9 GJHBH
ELEVATION, feet
235-01\CAD\SECTION A-ADWG
A A'
990 ................................................. Approximate .top of..... 99° Bent 2 Bent 3 Bent 4 retaining wall
Abutment 1 Abutment 5
980 ..... Approximate top. of ............................................... 980 retaining wall / ‘ x x B- 8
B- 3 ‘ 97o . . . .................................... M :1 970 MI
5 Existing ground surface Existing ground surface
mo .10 . . ........ .(‘ippwawé'i‘banmem’ (Optside apprpaph 8-6 embankmnt) e . c B" 7 ....... $0 - 1a 10 M B 4 B- 5 M M c 11 SM >50
950 .12. . . . . . . .14 ..........MI; .................. 95o >50 34 21 in”
SC 10 ML 22 >50 2.
940 . . . . ............ M ....... 25 . . .SM ................... 940 9 >50 M 40 SM «5
as 47 .92.
............................................................. Z 930 >50 930 Q [—
SMI 16 E
920 .................................... 23. ........................ 920 m . >50 ML 910 ...................................MLEE 34 ........................ 910 m ............................................................... we 890 ............................................................... 890 NOTES; See Plate A1 for material ra its description ........................................ 88° I to laflof graphic 03mg; is based on 88° A TM 02487 an 02488. Number to right of graphic column Is equivalent uncorrectedS
870 I low count per foot I I I I I 870
17+00 18+00 19+00 20+00 21 +00 22+00 23+00
STATION NUMBER ALONG PROFILE
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Packet Pg. 925
Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge
3.5 SOIL PROFILE AND ENGINEERING PARAMETERS
The generalized soil profile and geotechnical design parameters for engineering analyses are summarized in Table 3.
Table 3 - IDEALIZED SUBSURFACE SOIL PROFILE
SOIL 2 TOTAL UNIT SHEAR STRENGTH PARMETERS
ELEVATION MSL (feet) TYPE‘ SPT N WEIGHT Cohesion Friction Angle (9‘3“)3 (psf)‘ (degrees)
971 to 955 (approach) CL, ML 5 to 12 115 1100 22
955 to 943 CL, SM 3 to >50 125 1100 22
943 to 933 SM, ML 21 to >50 125 500 30
933 to 915 SM, ML 16 to >50 125 0 34
Notes:
1. Simplified soil types based on the Unified Soil Classification System, see Plate A1 in Appendix A.
2. Field uncorrected standard penetration test (SPT) N values, see Appendix A.
3. pcf = pounds per cubic feet
4. psf = pounds per square feet
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Packet Pg. 926 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.0 CONCLUSIONS AND RECOMMENDATIONS
The primary geotechnical considerations for the proposed bridge are the presence of potentially compressible clays/sills, undocumented fill, and petroleum contaminated soils. The thickness of the compressible layers were generally higher near proposed Abutment 1 and Bent 2 than other areas of the site. The compressible layers should be overexcavated and replaced with compacted granular fill. The proposed bridge can then be founded on shallow foundations. At the proposed Abutment 1 and Bent 2 locations, a geogrid may be used to reduce the required overexcavation thickness. As stated in Section 3.0, fill was encountered during drilling. If undocumented fill is encountered during earthwork, the fill should be removed and recompacted. Soil with a petroleum odor was encountered during drilling below the depth of planned excavations. If contaminated soils are encountered the soils should be characterized and handled appropriately. These and other geotechnical considerations are discussed, and our recommendations are provided below.
4.1 SEISMIC HAZARDS
4.1.1 Surface Rupture
The potential for ground surface rupture was considered low because no known active faults were mapped on the site. However, ground rupture or cracking can occur due to earthquakes at locations where faults have not been mapped.
4.1.2 Seismic Design Criteria
The design seismic event was the maximum credible earthquake (MCE) in accordance with Caltrans criteria.
4.1.3 Maximum Credible Earthquake
The nearest active or potentially active fault was the San Jacinto Fault, which was approximately 4 miles from the site. The San Jacinto Fault may generate a MCE of magnitude
7.5. 13
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Packet Pg. 927 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.1.4 Ground Acceleration
The site is located within a seismically active region. The horizontal peak bedrock acceleration (PBA) for the site was estimated to be approximately 0.6 g from Caltrans California Seismic Hazard Map (Caltrans, 1996).
The recommended response spectrum is provided on Figure 6 and is summarized in Table 4.
The spectrum was obtained by modifying the Caltrans SDC spectrum, Figure 8.8 (2001) for soil profile type (Sd) for earthquake magnitude of 7.25 i 0.25, and PGA of 0.6 g. The modification consisted of increasing the spectral accelerations by 20 percent for the periods equal or greater than 1 second, no change to periods less than 0.5 seconds and linear interpolation between periods of 0.5 and 1 second.
14 K:\DATAFLS\PROJECTS\200\235-O1\REPOR'HWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 928 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Spectral Acceleration (9)
1.5 0.5
I -- Soil Profile Type D
MCE Magnitude : 7.25+/- 0.25
Peak Horizontal Bedrock Acceleration: 0.6 9
Peak Horizontal Ground Acceleration: 0.6 g -- m Near Source Effect Corrections Included :: \
0 1 2 3
Period (second)
Reference: Caltrans Seismic Design Criteria. December 2001. Version 1.2, Figure 3-8: Page : B-1O Figure 6 - HORIZONTAL ACCELERATION RESPONSE SPECTRUM, FIVE PERCENT DAMPING g:\datafls\proiects\200\296-03\Calcs\ARS Curves \‘ 7.c
Packet Pg. 929
Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Table 4 - ACCELERATION SPECTRA COORDINATES
T (sec) SPECTRAL ACCELERATION (g)
0.010 0.600
0.050 0.600
0.079 0.938
0.099 1.127
0.124 1.283
0.154 1.419
0.177 1.507
0.208 1.564
0.236 1.578
0.271 1.584
0.309 1.580
0.355 1.570
0.386 1.557
0.442 1.525
0.500 1.479
1 .000 1.208
1.162 1.031
1.307 0.906
1.411 0.822
1 .575 0.723
1 .819 0.605
2.068 0.513
2.537 0.383
2.954 0.304
3.203 0.266
3.463 0239
4.000 0.186
4.1.5 Liquefaction and Seismic Settlement
The site has not yet been mapped by the CGS as part of the Seismic Hazards Mapping Act.
However, due to the depth of groundwater being greater than 100 feet, the potential for liquefaction at the site is judged to be low.
4.2 SCOUR POTENTIAL
Because of the relatively level site topography and no existing stream beds, scour was not expected to have an impact on the proposed project.
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Packet Pg. 930 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.3 SOIL CORROSION POTENTIAL
Corrosion test results are summarized in Table 5 and presented in Appendix B. A corrosive environment was not present to concrete substructures in accordance with Section 3—1 of the Caltrans Memo to Designers (1996b)
Table 5 - SUMMARY OF CORROSION RESULTS
CRITERIA FOR CORROSIVE BORING NO.
ENVIRONMENT‘I B-2 B-5 B-7
Depth (feet) -- 2.5 29 to 39 2.5
pH < 5.5 7.8 8.4 7.9
Water-Soluble Sulfate Content (ppm) > 2,000 167 73 116
Water-Soluble Chloride Content (ppm) >500 52 44 52
Minimum Electrical Resistivity (ohms—cm) <1,000 3778 3160 3100 Note:
1. Caltrans 1996.
4.4 FOUNDATION DESIGN FOR BRIDGE SUPPORTS
The proposed bridge can be supported on shallow foundations placed on compacted backfill as shown on Figure 7. Existing soils should be overexcavated and replaced with compacted granular import backfill as shown on Figure 7. Summary of shallow foundation bearing capacities are presented on Figure 7. The load demands at the bridge supports of up to 5 kips per square foot (ksf) for abutment wall and bent loads were provided by T.Y. Lin.
As indicated in Section 3.3, the thickness of potentially compressible layers at the proposed Abutment 1 and Bent 2 locations were thicker than that anticipated near the other foundation locations. Complete removal of the potentially compressible materials at the Abutment 1 and Bent 2 locations may not be possible due to the depth of the compressible layer. Further, at Abutment 1, the proposed foundation footprint extends outside the zone of significant influence of the existing approach embankment that has preloaded the subsurface underneath.
Therefore, potential for differential settlement, exists at Abutment 1. For a uniform overexcavation thickness and to reduce potential for settlement and differential settlement, the compacted fill beneath Abutment 1 and Bent 2 foundation footprint should be reinforced with multiple layers of geogrids. The geogrids will provide a .MSE raft foundation system, which should reduce total and differential settlements.
17 K:\DATAFLS\PROJECTS\200\235vO1\REPORHWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 931 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Select Fill Suggested Final Grade
Subsurface Drain I
Cut Section ' My
Existing Grade ” E ,’ . a a , OnSIte
Final Grade /,’ Material
Weep ’ Hole \— /
IJ1 Geognd
i q A A a e 1 — “F
x G L 1 IL 0
C \ T I I .l ______________
/ ______ _ _ _T_ ______ j’ 1 f
FIII Section ‘I—rD4+i3BH—{a— Apil‘
Existing Grade
NOT TO SCALE Scan'fy and Recompact
MINIMUM DIMENSIONS (feet)
LOCATION East and West Approach
Abutment 11 Bent 2 Bent 3 Bent 4 Abutment 5 MSE Wall Caltrans Type I Wall
Footing Bottom Elevation 948 to 951 948 947 949 952 Varies Varies A. Footing Embedment Below 5 1 5 3
Sub rade ' 9
B. Footing Width 3 3.5
C. Excavation Below Existing . Grade (Footing) 2'5 Vanes 2 2
1 8/2
D. Excavation Beyond Footing
E Comzpacted Fill Beneath
Footing
F Geogrids Depth Below
Footing
G. Distance Between Geogrids
4:m
#00m#NNGU‘IhN‘JCOUI
J
_L
II PRESSURE (psf)
Static (net) Allowable Bearing Capacity (FS>3) 4,000 3,000 Increase per Foot of Depth 400 400
Increase per Foot of Width 300 300
Maximum Allowable (net)
Static Baearing Capacity 5,000 5,500
FS>3)3
Notes:
1. Stepped footing (distances A through E apply beneath each step).
2. Compacted granular import backfill.
3 Ultimate soil bearing capacity may be assumed to be 3 times the allowable bearing capacity. For factored loads and seismic loads use the factor of safety specified Section 4.10.6 of the Caltrans Bridge Design Specifications (2000) that corresponds with the type of loading.
FS = Factor of Safety.
Caltrans Standard Plans. B3-8 for drainage.
Figure 7 - GRADING/FOUNDATION DETAILS
18 K:\DATAFLS\PROJECTS\200\235—O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 932 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction The static and temporary allowable shallow bearing capacities shown on Figure 7 include factors of safety of at least 3 and 2, respectively, against shear failure.
4.5 FOUNDATION SUPPORT FOR RETAINING WALL
Retaining walls are required along the approach embankment because of right-of—way restrictions; MSE retaining walls are planned for the project. The site soils are judged to be competent to support Caltrans standard MSE walls or a proprietary MSE wall system designed by a specialty contractor. If walls are less than 22 feet in height, standard Caltrans concrete cantilever walls supported on shallow foundations can also be used. MSE walls are generally more economical than concrete cantilever walls when the wall height is more than approximately 12 feet. Flexible MSE walls will also accommodate subsurface settlements better than the rigid concrete cantilever walls. Recommendations for retaining walls are provided below.
The proposed retaining structures can be supported on shallow foundations placed on a layer of compacted fill as shown on Figure 7. The reinforcement width (base width) should be a minimum of 0.7 of the wall height. The static and temporary allowable bearing capacities include a FS of at least 3 and 2, respectively, against shear failure. These bearing capacities are greater than the bearing pressures imposed by Caltrans Standard Type I walls for the planned heights. The allowable bearing capacity for the MSE walls may be estimated by assuming the base width as the foundation width (dimension B on Figure 7). The allowable bearing pressures provided on Figure 7 are greater than that imposed by Caltrans MSE wall systems specified in Caltrans Bridge Design Aids for the planned wall heights. MSE wall backfill should consist of free draining, well graded, and non-corrosive granular material. The material specifications should be based on the MSE wall system design. For standard Caltrans MSE walls, we recommend that the wall backfill with friction angle of 34 degrees be selected for design. We also recommend that the MSE wall backfill with soil reinforcement should be compacted to at least 95 percent relative compaction‘. The compaction should be achieved without distortion of the reinforcement and the face panels. Hand-held compacting equipment should be used to compact structure backfill material adjacent (within 5 feet) to the facing panels to avoid excessive compaction pressures.
1 Relative compaction refers to the in-place dry density of soil expressed as a percentage of the maximum dry density of the same material, as determined by the American Society for Testing Materials (ASTM) D1557-91 test method. Optimum moisture content is the moisture content corresponding to the maximum dry density, as determined by the ASTM 01557-91 test method. 19 K:\DATAFLS\PROJECTS\200\235-O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 933 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.6 LATERAL EARTH PRESSURES AND RESISTANCE TO LATERAL LOADS
4.6.1 Lateral Pressures
The retaining walls may be designed for lateral earth pressures shown on Figure 8 for walls free-to-rotate and for restrained walls. Restrained wall conditions should be assumed when the wall is restrained at the top and wall movement is limited. If the wall is allowed to deflect at the top by at least 0.2 inch for every 10 feet of vertical wall height, the free-to—rotate conditions may be assumed. The earth pressures provided on Figure 8 assume a level surface behind the wall for a distance greater than the wall height and a positive drainage system behind the wall. For sloping surface behind the wall, the pressures should be modified in accordance with Figure 8.
The estimated seismic wall force is also presented on Figure 8. q (Surcharge)
iiiii
. "\.<\\//" ‘ A AAK\K\ , i
. J1 Fe
Weep Drain \.1 33:2}! / \ 0 5) H H1
. . 1
a / l T \’\//\ / \ H 3
H 2 H 2
i \ i
Hap. FPfl‘Pa-Prl
p
Pp = 300 Hz S4000 psf Cantilever Walls Restrained Walls u = 0.4 (soil-concrete contact) P = P... + Pq = 36 H3 + 0.31: P = P0 + Pq = 55 H3 + 0.5q u = 0.6 (soil-soil contact) Fe = 14 H12 Fe = 25 H12
Notes:
0 All values of height (H) in feet. pressure (P). and surcharge (q) in pounds per square foot (psf) and force (F) in pounds.
- Pp, Pa, and P0 are the passive. active. and at-rest earth pressures. respectively; Fe is the incremental seismic force.
0 Pq is the incremental surcharge pressure. and u is the allowable friction coefficient applied to dead normal (buoyant) loads. Fe is in addition to the active and at-rest pressures. Below groundwater, active and at-rest pressure should be reduced by 50 percent and hydrostatic pressure should be added to active and at-rest pressures. Pp should be reduced by 50 percent below the groundwater. o For 2H:1V slopes above the wall. increase the active and at-rest pressures by 50 percent; for 1.5H:1V slope, increase the active and at-rest pressures by 100 percent. . Neglect the upper 1 foot for passive pressure unless the surface is contained by a pavement or slab. 0 Seismic coefficient of 0.6 g is used to calculate Fe (50 percent of peak ground acceleration [PGA] for cantilever walls and 75% of PGA for restrained walls).
Figure 8 - LATERAL EARTH PRESSURES
l 20
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Packet Pg. 934 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.6.2 Resistance to Lateral Loads
The lateral resistance may be calculated using either 50 percent of passive resistance plus 50 percent of base friction, or 100 percent passive resistance only. or 100 percent base friction only in accordance with Caltrans practice. Recommendations to estimate the passive resistance and the base friction are provided on Figure 8. The coefficient of friction should be applied to net dead normal loads only.
The abutment response can be estimated as recommended in Section 7.8 of Caltrans SDC. A maximum passive pressure of 5 ksf can be used for a wall height of 5.5 feet. For wall heights different than 5.5 feet. we recommend that the maximum passive pressure be obtained by multiplying the 5 ksf value with the ratio (H/5.5) where H is the backwall/diaphragm height in feet. Maximum passive pressures are mobilized when the deflection of the wall reaches 0.01xH feet. For intermediate deflection, the passive pressure mobilized may be estimated using linear interpolation. The initial embankment fill stiffness may be assumed to be 20 kip/in/ft for a wall height of 5.5 feet. The initial stiffness for wall heights different from 5.5 feet may be obtained proportionally as for maximum passive pressures.
4.7 SETTLEMENT
4.7.1 Approach Embankment Fill
The existing approach embankment has preloaded the subsurface. Additional settlements due to an increase in embankment height will not be significant. New approach embankment heights from (up to) 17 to 22 feet high will be required for widening. The settlement of the subsurface soils due to the widened approach embankment were calculated to be approximately 1 to 2 inches. Most of the settlement was expected to occur during the placement of the fill or shortly (within 30 days) thereafter.
4.7.2 Shallow Foundations
For properly constructed shallow foundations supported on compacted fill, total settlement due to the proposed structural loads is estimated to be less than 1 inch. Differential settlements between similarly loaded footings are expected to be less than 0.5 inch. Most of the settlements are expected to occur as the loads are applied or shortly thereafter. 21 K:\DATAFLS\PROJECTS\200\235-O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 935 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.8 APPROACH SLABS
The height of the approach fill is approximately 17 to 22 feet. Long-term settlement potential due to static loading conditions at the abutments was presented in Section 4.7.1. The need for approach slabs should be evaluated in accordance with Section 5-3 of Caltrans Memo to Designers manual (1995a), considering the type of pavement to be used, the usage, and importance.
4.9 EARTHWORK
Earthwork should be performed in accordance with Sections 6 and 19 of Caltrans Standard Specifications (1999). Site grading may generally be accomplished with conventional construction equipment. The fill should be compacted using compaction equipment, as defined by the Caterpillar Performance Handbook (1998) or equivalent. To avoid overstressing, backfill within 5 feet of the abutment walls should be compacted using lightweight, hand-operated compaction equipment such as vibratory plate tampers or walk-behind rollers.
For Abutment 1 and Bent 2, the upper soil should be excavated and replaced with compacted granular fill as shown on Figure 7. The bottom of the excavation should be:
c Scarified to a depth of 8 inches.
0 Moisture conditioned to above-optimum moisture content. c Compacted to at least 90 percent relative compaction.
Where the soils at the bottom of the excavation preclude compaction, they should be excavated to a sufficient depth such that a firm and unyielding surface is achieved at the planned bottom of excavation or base of full grade. Generally, an overexcavation depth of 1 to 2 feet is sufficient.
Using geotextiles and/or easily compactable material, such as crushed rock, can reduce the depth of excavation. The geotextile should satisfy the requirements of Standard Specification for Public Works Construction (Greenbook) Section 213-21, Type 270WS, and be placed in accordance with Greenbook Section 300-10.
Granular fill should satisfy the criteria in Table 6.
22 K:\DATAFLS\PROJECTS\200\235—O‘l\REPOR‘HWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 936 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Table 6 - IMPORT FILL AND SELECT BACKFILL CRITERIA
CRITERIA GRANULAR FILL
Maximum size 2
Maximum limit % 10
Maximum index % 0
Maximum the No. 200 sieve 30
Minimum sand 20
Soils below the foundations should be maintained at least 2 percent above optimum moisture content. The exposed soils must not be allowed to dry before covering by the proposed foundations. This can be accomplished by watering the exposed soils.
The geogrids used to help mitigate differential settlement should satisfy the requirements noted in Greenbook Table 213.22 (B), Biaxial 82. An example of a geogrid that meets this criteria is a Tensor BX 1200. The vertical spacing and lateral extent of the geogrids is shown on Figure 7.
The geogrids should be continuous under the structure foundation. Therefore, underground utilities should be located above the highest geogrid. The geogird should be installed by:
. Placing the geogrid on compacted fill that has been smoothed to remove surface obstructions.
o Nailing one end of the geogrid with 6-inch long “U” staples and/or other approved fasteners to the end edges of the geogrid roll.
0 Unrolling the geogrid without dragging.
o Pulling the geogrid taut to remove any slack.
o Placing fill from the fastened geogrid side to the unfastened geogrid side. 0 Continually tension on the geogrid by hand.
0 Pinning the remaining end edges of the taut geogrid as described above. - Overlapping the geogrid by at least 12 inches.
. Overlapping the geogrid in the direction of fill placement. 0 Pushing a new layer of fill on top of the geogrid without creating waves in the geogrid and without the construction equipment contacting the geogrid. o Compacting the new layer of fill as outlined above.
0 Repeating the above steps as necessary for the’ remaining layers of geogrid. 23 K:\DATAFLS\PROJECTS\200\235—01\REPOR'RWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 937 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.9.1 Low Expansive Soils in Approach Embankment
Low expansive soils (expansion index [El] less than 50) should be used within the approach embankment in accordance with standard Caltrans requirements shown on Figure 9. Based on the standard requirements, the limits of the low expansive soils for the project embankment are shown on Figure 9. The near surface soils at the site were predominantly fine grained and will not likely meet the criteria for low expansive material.
ABUTMENT
FG [ FAVEMENT APPROACH SLAB
\ [I (SEE TABLE BELOW)
\
\ 1 /1—4
/t ..
\
\
l
\l
\\
\ H D
<16 feet 4 feet >16 feet 0 . \l . K ‘/
8 feet MINIMUM
EXPANSION INDEX TO BE DETERMINED BY ASTM D4827
Figure 9 - LOW EXPANSIVE SOILS IN BRIDGE EMBANKMENT — STANDARD SCHEME
4.9.2 Excavations and Temporary Slopes
Temporary excavations as deep as 12 feet deep may be required for construction. Temporary excavations should be sloped or will require shoring.
The stability of temporary excavations is a function of several factors, including the total time the excavation is exposed, moisture conditions, weather, soil type and consistency, and contractor's operations. The contractor is responsible for excavation safety. The soils encountered in the borings indicate that the upper subsurface materials are moderately susceptible to caving. As a guideline, temporary construction excavations greater than 3 feet but less than 10 feet deep 24 K:\DATAFLS\PROJECTS\20m235—01\REPORHWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 938 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction should be planned with slopes no steeper than 1.5H:1V (horizontal to vertical). For steeper temporary construction slopes or deeper excavations, shoring should be provided for stability and protection. The contractor should strictly adhere to grading requirements of the City of Grand Terrace, County of San Bernardino and applicable health and safety regulations, including the Occupational Safety and Health Administration (OSHA).
The support of temporary excavations is the responsibility of the contractor. Shoring is usually designed as either cantilever (unbraced) or braced. Cantilevered shoring is commonly constructed by either using soldier piles with lagging placed between piles or using sheet piles. lf soldier piles and lagging are used, continuous lagging will be required. Difficulty in installing the lagging due to caving cohesionless soils should be anticipated. Recommended minimum temporary shoring design criteria's are provided on Figure 10. q (Surcharge) q (Surcharge)
«(x «W
CANTILEVER
SHORING
BRACED H
SHORING 3
Pq Ps
p
BRACED SHORING CANTILEVER SHORING
350H2<4,000psf P = Ps+Pq P = Ps+Pq
= 24 l-l3+ 0.5q = 40 H3+ 0.34: = 300 PST (minimum) = (300 psf minimum) Notes:
0 All values of height (H) in feet, pressure (P) and surcharge (q) in psf.
Value for temporary excavations using flexible walls.
For traffic surcharge, assume no less than a 100 psf uniform horizontal pressure along the top 10 feet.
For train surcharge see Figure 11.
Earth pressures assume no hydrostatic pressures.
Figure 10 - LATERAL EARTH PRESSURES FOR TEMPORARY STRUCTURES Shoring should be monitored for lateral and vertical movement. If large deflections (greater than
0.5 percent of the shoring height) are noted, the bracing systems should be checked and strengthened as needed. If tension cracks appear in the ground surface adjacent to the 25 K:\DATAFLS\PROJECTS\200\235—O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 939 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction shoring, the cracks should be monitored and sealed to prevent infiltration of water, and the significance of the cracks should be immediately evaluated.
In addition, the contractor should strictly adhere to any requirements of Caltrans and applicable federal and state health and safety regulations such as those of the OSHA. In accordance with OSHA regulations, the near-surface onsite soils are classified as Type C.
Trains on the UPRR main line will impose lateral pressures on the temporary shoring during construction. Recommendations for estimating the train induced lateral earth pressures are provided on Figure 11. These lateral pressures were estimated (conservatively) assuming an infinitely long strip load 9 feet wide and intensity of 1778 psf (AREMA, 2001). 26 K:\DATAFLS\PROJECTS\200\235-O1\REPORHWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 940 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction kMahfb‘ptdocflZOO‘ZaS—OflaldEBOhadnggrf
Depth (feet)
30 / /
V
X = Distance from centerline of track
—0— X = 8.5 feet
—9—
+
X = 15 feet
X = 50 feet
—9— X = 100 feet
- — '6 — — X=150feet
—A— X = 200 feet
200 400 600 800 1000
Lateral Earth Pressure (psf)
Note: Only single-track train load (AREMA, 2001) was considered. 1 200
Figure 11 - LATERAL EARTH PRESSURES DUE TO TRAIN SURCHARGE
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Packet Pg. 941 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.9.3 Permanent Slopes
Permanent compacted fill slopes should be planned no steeper than 2H:1V (horizontal to vertical). The slopes should be planted and/or protected to reduce surface erosion.
The stability of abutment slopes was evaluated for static and pseudo-static conditions using computer program "PCSTABL5". The results are summarized in Table 7.
Table 7 - SUMMARY OF SLOPE STABILITY ANALYSES
FS FOR PSUEDO-STATIC LOADING LOCATION FS FOR STATIC LOADING CONDITIONS CONDITIONS' Abutment 1 1.8 1 .1
Abutment 5 2.2 1 .2
Notes:
1. A horizontal seismic coefficient (k) of 0.39 (0.5 x PBA) was used for analyses. The vertical seismic coefficient was assumed to be zero.
. FS = Factor of Safety
The pseudo-static factor of safety based on slope stability analyses are greater than 1 and additional dynamic displacement analyses were not performed.
4.10 CONSTRUCTION CONSIDERATIONS
4.10.1 Site Access
On the east side of the bridge there are access roads on each side of the bridge that end approximately 25 feet horizontally and 5 feet vertically away from the UPRR mainline tracks.
On the west side of the bridge there is access to the bridge from the Stater Brothers distribution center.
4.10.2 Shallow Foundation
During construction of the new bridge the following measures are recommended:
0 Protecting adjacent facilities and monitoring for the facilities for settlement. 0 Removing existing foundations prior to construction of new foundations. . Considering additional loading on temporary excavations and safety concerns due to the active UPRR main line track.
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Packet Pg. 942 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
4.10.3 Earthwork
Export of soil should be anticipated due to the use of import granular fill beneath the abutment and bent footings. Some of the surplus soil from footing excavation may be used in approach fill, but not within 5 feet (laterally) of retaining/MSE walls or within 5 feet (vertically) of pavement.
4.11 PAVEMENT THICKNESS DESIGN
Recommended minimum asphalt concrete (AC) and Portland cement concrete (PCC) pavement sections are presented on Figure 12. The recommended minimum pavement sections are based on the following:
o R-value of 50.
. Caltrans design method.
0 Assumed traffic indices (Tl) of 9 and 11.
AC Course 4
Total Pavement Section
Base Course *
Basement Soil
Subgrade
MINIMUM THICKNESS
(inches)
COURSE Asphalt Concrete Over Full Depth Asphalt Portland Cement Concrete Base Concrete Over Base
TI‘=9 TI=11 TI=9 Tl=11 TI=9 TI=11
AC/PCCz 5.5 7 9 11 8.5 9
Base" 7 9 -- — 5 5
Suggrade Layer 1" 6 6 6 6 6 6
Notes:
1. TI = Traffic Index
2 Asphalt concrete (AC) and Portland cement concrete (PCC) should satisfy the requirements of Caltrans Standard Specifications Sections 39 and 40. respectively.
3. Base course = Crushed aggregate base or crushed miscellaneous base, in accordance with Caltrans Standard Specifications Section 26. The minimum relative compaction is 95 percent. 4 Compacted in-place natural soil or fill; the minimum is 95 percent relative.
Figure 12 - PAVEMENT THICKNESS
29 K:\DATAFLS\PROJECTS\200\235—O1\REPOR‘HWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 943 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Generally, rigid PCC pavement costs more for initial construction but requires less maintenance than that for flexible AC pavements. For heavy wheel loads along limited alignments, and accelerate/stop zones, refuse pickup areas, PCC pavement is preferred. For PCC pavements, the following should be considered:
0 Construct pavements in a 15-foot square grid, (20-foot rectangular areas if a square is not practical).
. Cure for a minimum of 7 days.
. No traffic until the compressive strength exceeds 2,000 pounds per square inch (psi). 0 Dowels to strengthen joints.
0 Minimum slope of 1 percent.
Aggregate base requirements and specifications are outlined on Figure 12. The basement soil (subgrade) and aggregate base should be compacted to at least 95 percent relative compaction as shown on Figure 12. If the basement soil cannot be compacted to at least 95 percent relative compaction, the subgrade should be overexcavated as noted in Section 4.9.
The actual basement soil should be tested for its R-value after rough grading to check the pavement-supporting capacity of the exposed subgrade soils. 30 K:\DATAFLS\PROJECTS\200\235—01\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 944 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
5.0 PLAN REVIEW, CONSTRUCTION OBSERVATION, AND TESTING
DYA should be retained to review the project plans and specifications to check them for conformance with the intent of our recommendations.
During construction, we should be retained to provide the following services:
1. Observation of site preparation and foundation excavation.
2. Observation and testing of fill, backfill quality, placement, moisture content. and compaction.
3. Consultation on geotechnical matters.
These services would enable DYA to observe field conditions as they are exposed to check them for conformance with the assumptions we have made in developing conclusions and recommendations. They would also allow us to provide compatible recommendations regarding conditions found during construction. The field and laboratory tests would allow us to confirm that material quality, compaction, moisture content, and strength are consistent with the parameters upon which our recommendations were based.
31 KlATAFLSlPROJECTS\200\235-01\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 945 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
6.0 LIMITATIONS
This report was prepared for this project in accordance with generally accepted geotechnical engineering practice common to the local area. No other warranty. expressed or implied. is made.
The analyses and recommendations contained in this report are based on the literature review, field investigation, and laboratory testing conducted in the area. The results of the field investigation indicate subsurface conditions only at the specific locations and times, and only to the depths penetrated. They do not necessarily reflect strata variations that may exist between such locations. Although subsurface conditions have been explored as part of the investigation, we have not conducted chemical laboratory testing on samples collected, nor evaluated the site with respect to the presence or potential presence of contaminated soil or groundwater conditions.
The validity of our recommendations is based in part on assumptions about the stratigraphy.
Observations during construction can help confirm such assumptions. If subsurface conditions different from those described are noted during construction, recommendations in this report must be reevaluated. We should be retained to observe earthwork construction in order to help confirm that our assumptions and recommendations are valid or to modify them accordingly.
DYA cannot assume responsibility or liability for the adequacy of recommendations if we do not observe construction.
This report is intended for use only for the project described. In the event that any changes in the nature. design, or location of the facilities are planned, the conclusions and recommendations contained in this report should not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing by Diaz-Yourman & Associates. We are not responsible for any claims, damages, or liability associated with the interpretation of subsurface data or reuse of the subsurface data or engineering analyses without our express written authorization.
32 K:\DATAFLS\PROJECTS\200\235—01\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 946 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.0 BIBLIOGRAPHY
American Railway Engineering and Maintenance-of—Way Association (AREMA), 2001, Manual for Railway Engineering, 2001.
ASTM, 1999, Annual Book of Standards, Vol. 4.08 and 4.09, Soil and Rock.
California Division of Mines and Geology, 1994, Fault Activity Map of California and Adjacent Areas, Scale 1:750,000, Geologic Data Map No. 6.
California Department of Conservation, Division of Mines and Geology, 1994. Fault Rupture Hazard Zones in California, Special Publication No. 42.
California Department of Transportation, Highway Design Manual, Fifth Edition.
California Department of Transportation, 1995a, Memo to Designers Manual.
California Department of Transportation, 1996a, California Seismic Hazard Map, Office of Earthquake Engineering.
California Department of Transportation, 1996b, Memorandum to Designer 3—1, May 1996.
California Department of Transportation, 19993, Standard Plans.
California Department of Transportation, 1999b, Standard Specifications.
California Department of Transportation, 2000, Guidelines for Foundation Investigation and Reports, Version 1.1, September 2000.
California Department of Transportation, 2001, Caltrans Seismic Design Criteria, Version 1.2, December 2001 . Caterpillar Performance Handbook, 1998, Caterpillar, Inc., Edition 29.
International Conference of Building Officials, 1997, Uniform Building Code.
International Conference of Building Officials, 1998, Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada, February 1998.
Matti, J.C., Morton, D.M. and Cox, B.F., 1985, Distribution and Geologic Relations of Fault Systems in the Vicinity of the Central Transverse Ranges, Southern California, US. Geol.
Survey, Open-File Report 85-365.
Morton, D.M., 1974, Generalized Geologic Map of Southwestern San Bernadino County, California, US. Geol. Survey and Calif. Div. Mines and Geology Specical Report 113.
Petersen, MD. and Wesnousky, 8.6., 1994, Fault Slip Rates and Earthquake Histories for Active Faults in Southern California, Bulletin of the Seismological Society of America, Vol. 84, No.5.
Western Regional Center Climate Center, Web Page, http://www.wrcc.dri.edu/. 33 K:\DATAFLS\PROJECTS\200\235—01\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 947 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Working Group on California Earthquake Probabilities, 1995, Seismic Hazards in Southern California: Probable Earthquakes, 1994 to 2024, Bulletin of the Seismological Society of America, Vol. 85, No. 2.
34 K:\DATAFLS\PROJECTS\200\235-O1\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 948 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX
A
FIELD INVESTIGATION
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Packet Pg. 949 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX A - FIELD INVESTIGATION
The field investigation for the proposed project consisted of drilling 8 borings (B-1 through B-8) to depths ranging from approximately 6.5 to 45.5 feet. Drilling refusal was encountered in Boring B—5 at a depth of 45.5 feet. The approximate boring locations are shown on Figure 2.
Borings were drilled by Layne Christensen Company on July 29 and 30, 2002, with a truck— mounted CME-75 drill rig using hollow-stem auger drilling techniques. Our field engineer observed the drilling operations and collected drive samples for visual examination and subsequent laboratory testing. Drive samples were collected with a 2.4-inch-inside-diameter (3.0-inch-outside-diameter) modified California split-barrel sample lined with brass tubes and a standard split-spoon penetrometer with dimensions in accordance with ASTM 3550 and 1586, respectively. Both samplers were driven with a 140—pound hammer falling 30 inches. An automatic trip hammer was used to lift the hammer. The blows required to drive the modified California sampler were converted to equivalent standard penetration test (SPT) N-values by multiplying by 0.65 (N = 0.65 x modified California blows per foot). Field unconfined compression strengths were obtained using a pocket penetrometer.
Soils encountered in the borings were classified in general accordance with the ASTM Soil Classification System (ASTM D2487 and 2488), which is summarized on Plate A1. Boring logs presented on Plates A2 through A9 were prepared from visual examination of the samples, cuttings obtained during drilling operations, and results of laboratory tests.
Caltrans style log of test boring sheets are attached at the end of this appendix.
Groundwater was not encountered during the field investigation. Borings were backfilled with soil cuttings. Any excess cuttings were spread on the ground adjacent to the borings.
Boring locations were identified in the field by measuring from known locations using a measuring wheel.
A—1
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Packet Pg. 950 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction WEXE- 'ld
SOIL CLASSIFICATION SYSTEM-ASTM D2487
MAJOR DIVISIONS SYMBOLS TYPICAL
GRAPH LETTER DESCRIPTIONS
\ I . \ I , t A
L’ 1“ ' l ‘ WELLGRADED CRAVELS. GRAVEL - SAND MIXTURES
GRAVEL AND CLEAN GRAVELS ; " ' GW LITTLE OR NO FINES
GRAVELLY (LITTLE OR No FINES) GP POORLY GRADED GRAvELS. GRAVEL . SAND SOILS [ MIXTURES LITTLE OR NO FINES
COARSE—GRAINED GRAVELS WITH FINES GM SILTv GRAVELS‘ GRAVEL - SAND - SILT MIXTURES MORE THAN 50* OF SOILS
COARSE FRACTION I RETAINED ON No ‘ SHE ”WEC'ABLE AMOUNT OF FINES GC CLAYEY GRAVELS, ORAVEL - SAND - CLAY MIXTURES SW WELL~GRADED SANDS. GRAVELLY SANDS. LITTLE on SAND AND CLEAN SANDS No FMS MORE THAN 5010 OF (LITTLE OR NO FINES’ MAYER“ ,5 LARGER Tm SANDY .- . SP POORLY ORADED SANDS. CRAVELLY SAND LITTLE OR No 200 SIEVE SIZE SOILS : No FINES
MORE THAN 50* 0F SANDS WITH FINES ' SM SILTY SANDS, SAND - SILT MIXTURES COARSE FRACTION _ . ' PASSING 0N N07 4 SIEVE APPRECIABLE AMOUNT OF FINES ‘ 2- . ' :- . SC CLAYEY SANDS. SAND - CLAY MIXTURES INORGANIC SILTs AND VERY FINE SANDS. ROCK
ML FLOUR. SILTv OR CLAVEV FINE SANDS OR CLAvEV
SILrs WITH SLIGHT PLASTICITY
SILTS AND INORGANIC CLAYS OF Low To MEDIUM PLASTICITY, FINE-GRAINED LIOUIO LIMIT LESS / CL GRAVELLY CLAYS. SANDY CLAYS SILTY CLAYS. CLAYS mm so LEAN CLAYS SOILS _ _ _ _
_ _ _ 0L ORGANIC SILTS AND ORGANIC SIL‘I‘Y CLAYS 0F LOW _————_— FLASTICITV
INORGANIC SILTS. MICACEOUS on DIATOMACEOUS
MORE THAN 50% OF M” FINE SAND OR SILTY SOILS MATERIAL Is SMALLER T SILTS AND HAN NO 200 SIEVE SIZE LIQUID LIMIT GREATER cH INORGANIC CLAYS OF HIGH PusTlCI‘l’Y CLAYS THAN so OH ORGANIC CLAYS OF MEDIUM TO HIGH PLAecmr. ORGANIC SILTS HIGHLY ORGANIC SOILS PT FEAT, HUMUS. SWAMP SOILS WITH HIGH ORGANIC
CONTENTS
NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS "Push" Sampler
Split Barrel "Drive" Sampler With Liner
Standard Penetration Test (SPT) Sampler
Bag Sample
Concrete/Rock Core
Groundwater Surface
NP = Nonplastic
EIT = Expansion Index Test
86 = Specific Gravity
SE = Sand Equivalent
CBR = California Bearing Ratio
CD = Consol. Drained Comp.
CU = Consol. Undrained Comp.
UU = Undrained, Unconsol. Comp.
RV = R-Value
CHEM = Chemical Analysis
DS = Direct Shear
CON = Consolidation
SA = Grain size; HYD = Hydrometer
COMP= Compaction Test
[PID] Reading in ppm above background
SPT "N" = Uncorrected equivalent blow count for last foot of driving (set to 100 for driving refusal)
KEY TO LOG OF BORINGS
West Barton Bridge Replacement
Project No. 235-01
PLATE
A
I‘I
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Packet Pg. 951 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1; Pr) ID: 235-01.GPJ BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 955 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 22
DATE STARTED: 7/29/02 DATE COMPLETED: 7/29/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SSIGKG DRIVE SAMPLER DIAMETER (inches) as i4 ‘6 a; g
L? t.” c A I" I»
= g g o" a‘ :3 .. a“: A 23 3 49, TI»: ‘- _ In c h .4 o _ o ... .- éacAfi 3 m2 2» Dd. DESCRIPTION g 25 Be g: go) I;_ sgféfig g s: 5% as a5‘%§ a? as 58 29
mecca» a: Em mEfi ‘uto on 20 3': E5 m‘al‘ 6e
, \ASPHALT CONCRETE - 3 inches /-
- / SILTY CLAY with SAND (CL-ML); olive brown. moist, soil to firm. low to medium plasticity. fine- to medium-grained ' ‘ sand - Alluvium (Terrace Deposits) _ _ COMP
- _ SILTY CLAY with GRAVEL (CL-ML); olive brown, moist, soft, low to medium plasticity. trace fine-grained sand. 950~ 3 4 225 trace fine gravel - Alluvium (Terrace Deposits) 91 8 22 6 83 CON - 3
d 3
‘ ' DS
‘ ' //
945— 1c . 4 15 strong brown, firm to hard. trace coarse-gramed sand 9 - 6 _ _ // 9
_ SANDY SILT (ML); dark yellowish brown, moist, very hard, low plasticity. fine- to medium-grained sand - Alluvium - (Terrace Deposits)
94°” 1 8 >50 8 64
- . .. - 523', SILTY SAND with GRAVEL (SM); yellowish brown. moist, 117 4 f .- 4-inch very dense, fine— to coarse grained sand, fine to coarse _ -I gravel - Alluvium (Terrace Deposits)
‘ ‘ SANDY SILT (ML); yellowish brown, moist. hard, low
935— 20 6 27 plasticity. fine- to coarse-grained sand - Alluvium (Terrace _ 9 Deposits)
- 18 Bottom of boring at 21.5 feet.
Groundwater not encountered during drilling.
‘ Boring backfilled with cuttings.
- _ Surface patched with cold patch asphalt.
930- 25—
LOG OF BORING B- 1
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 952 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLGi; Prj ID: 23501.6PJ
BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 955 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 20
DATE STARTED: 7/29/02 DATE COMPLETED: 7/29/02
SPT HAMMER DROP: 30 inches WI": 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) 3') :4 LL ‘7 S ’3 a o W
8 ~ in 722% seiessmsfi
sagfifi E «0% 2m Dd. DESCRIPTION .1; a; 2% :gi: gs; ':,_ 57$) %§§ E 35 E%%§ 25%8 3E 3% 35° 39 ITI: new 0: Em ma E0 or: 20 :1: Es mg 5&
-\ASPHALT CONCRETE - 3 inches r — LEAN CLAY with SAND (CL); olive brown. moist, soft, _ medium plasticity, trace fine gravel - FILL ('2) T 13 26 a 74
_ _ SILT with GRAVEL (ML); olive brown, moist. sott, low plasticity, trace fine gravel - FILL ('1’)
95°“ " 1 3 14 80 — 1
_ 2
LEAN CLAY with SAND (CL); light olive brown, moist. hard, — medium plasticity, fine- to medium grained-sand, trace ‘ 151 16 ’5 fine gravel, little asphalt - FILL (?) 12° 14 3‘ 14 72 0333" 14 945~ 1
_ SILT (ML); yellowish brown, moist. firm, low plasticity. trace 4 balls of lean clay. trace fine gravel - Alluvium (Terrace _ Deposits)
‘ 4 13 13
« - 5
8 940~ 15—
‘ SANDY SILT (ML); yellowish brown, moist, hard. low — plasticity, fine-grained sand - Alluvium (Terrace Deposits) 8 28 118 13
12 935— 2 31 Bottom of boring at 19.5 feet.
Groundwater not encountered during drilling.
‘ Boring backfilled with cuttings. _ Surface patched with cold patch asphalt. 930— 2&—
LOG OF BORING B- 2
West Barton Bridge Replacement
Project No. 235-01
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Packet Pg. 953 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1: Pr) ID: 235—01.GPJ BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 971 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 26
DATE STARTED: 7/29/02 DATE COMPLETED: 7/29/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) '36- §'4 U)
‘9‘, '23 %
‘- E u' I" s. o3 g g .3 = ~_ 0.» 0 :6 V9: egg? “.9 0
,3,“ 52% 3 32 2% Dd DESCRIPTION a 25 ‘oé’ ,2: V t_ 53am 8 g: 53%; es-g‘é'aa 3% 38 29 invest/J (73' Eco (DE 17.0 or: 20 3: is 0.3 59;.
ASPHALT CONCRETE - 3 inches RV
970— - _- SILTY SAND (SM); olive brown, moist, medium dense, fine- CHEM _ :. ' j to coarse-grained sand. trace fine gravel - FILL :[2- j.» -. 34
_ " ' ' SANDY LEAN CLAY (CL); olive brown, moist, firm, medium 3 7 plasticity. fine- to coarse-grained sand. trace fine gravel - 106 7 25 3 55 BS 965- 5 FILL
. 6 trace fine to coarse gravel
e SILT with SAND (ML); olive brown. moist, firm, low plasticity, trace medium-grained sand - FILL
1° 3 1o 7 77
960- — 4
_ 6
‘ 15— 5 14 99 e
955— 192 SILT with SAND (ML); olive brown, moist, firm. low plasticity, « a trace medium-grained sand - Alluvium (Terrace Deposits) ‘ 2 4 12 black, trace petroleum odor
950- - 6
_ 6
_ SANDY LEAN CLAY (CL); light olive brown, moist. very
- 25 hard, medium plasticity, fine- to medium-grained sand, 945_ 5:)I >50 trace fine gravel - Alluvium (Terrace Deposits) 122 9 29 11 6-inch Bottom of boring at 26 feet. . - Groundwater not encountered during drilling. _ Boring backfilled with cuttings.
Surface patched with cold patch asphalt.
LOG OF BORING B- 3
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 954 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1; Pr) ID: 235-01.GPJ BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 955 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 23
DATE STARTED: 7/29/02 DATE COMPLETED: 7/29/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) [gt-3 3‘4 U)
‘9‘, E a.
c a E d ; E g ,p § ‘3 ‘3
-—_ m :0) Vessggsaw 4%“ 5A% 3 3g 20. Dd. DESCRIPTION g as we .g: gm ':_ 528379“ E 53 '55 3% sagas-E as 2.38 29 Eva-em 5‘ Eu: ma": ‘u.o on 20 '3: E5 m3 6& .' . . . ”\ASPHALT CONCRETE - 3 inches /-
- ' ‘_ SILTY SAND (SM); olive brown, moist, medium dense, -_ fine—grained sand - Alluvium (Terrace Deposits)
‘ '13 El
95°“ 5— LEAN CLAY with SAND (CL); light olive brown, moist, hard. medium plasticity, fine— to medium-grained sand, trace
4 19 >5 _ - - 121 12 CON _ 8 fine gravel Alluwum (Terrace Deposrts) 1 16 13 26 9 DS < _ 21
945— 10—
‘X 3 1o
_ 47 _- g CLAYEY SAND (SC); light olive brown. moist, loose to 7 34 SA - - ‘ _- medium dense, fine- to coarse-grained sand, trace fine _ -' gravel - Alluvium (Terrace Deposits) 940A 15_ SANDY SILT (ML); yellowish brown. moist, firm, low plasticity, fine- to coarse grained sand - Alluvium (Terrace :m 6 12 Deposits) 12
181 SILTY SAND (SM); olive brown, moist, medium dense. fine- 104 10 - — ,' . to coarse grained sand, few fine gravel - Alluvium (Terrace ‘ _ ' ' ' Deposits)
935- zo—
_ _' 15 56 very dense
_ j ,- 19
' ' 37 .
: _ Bottom of boring at 22.5 feet.
Groundwater not encountered during drilling.
‘ Boring backfilled with cuttings.
930_ 25_ Surface patched with cold patch asphalt.
LOG OF BORING B- 4
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 955 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1; Pr) ID: 235-01.GPJ BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 953 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stern Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 46
DATE STARTED: 7/30/02 DATE COMPLETED: 7/30/02
SPT HAMMER DROP: 30 inches WI': 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140l LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) '3") 3'4 U)
‘5 ‘5 .E
“ I? o‘ : § § 3 2 a l: b _ ,,, c :5 v 93 r ’3 >~§ .. .9 0 %A=A% 3 §2 23? Dd. DESCRIPTION e as ye g: :0) 1;“ 53%“ E 53 55% sages-a fie §8 22 raged-18 5‘ am ton—J 120 no So ‘3: Es mg 6e SILT with SAND (ML); dark yellowish brown, moist. firm. low — plasticity. fine- to coarse-grained sand - Alluvium (Terrace ‘ _ Deposits)
950‘ LEAN CLAY with SAND (CL); dark yellowish brown. moist, 6 79 - — very hard. medium plasticity, trace fine gravel - Alluvium (Terrace Deposits)
' a 45 >5 119 6 27 11
< 26
_ 43
945- -‘ SILT . _ . . wuth SAND (ML), dark yellomsh brown, malst. hard, - — 7 22 low plasticity, trace fine gravel - Alluvium (Terrace X Deposits)
- 10—— 10
_ 12
_ 4 25 strong brown 11
940— — 12
a 13
5 >50 >5 very hard — 15— 33
50/
‘ 3-inch
935— -
' _ 5 47 yellowish brown, no gravel 13
4 20* 15 _ _ 32
930- -
‘x 17 >50 >5 light olive brown 79 36
25- 50/ _ _ 6-inch
_ -_ SILTY SAND (SM); light olive brown. moist, medium dense. 925— — _' _- fine- to coarse—grained sand, trace fine gravel - Alluvium a -I (Terrace Deposits)
' 3 16 tram tine gravel \ 18 47 CHEM‘
LOG OF BORING B- 5
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 956 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1: Prj ID: 235—01.GPJ
s c 2' o g
.7,
.. u; u‘ s—' E § § 2 43
: b_aa‘,, «i=5 V9:?.>§~.Q” 195* =A% .9 $2 2% Dd. DESCRIPTION g 35 1,2: :9; yo I; agéfig g 3% +53% as’é‘é'é’é as 58 £9
flange» :1) Bo ma LEO on So :3 :15 mg 5%.
' 5
- - 11
920- -
53mg}; 8 30 light pale olive. medium dense to dense 14 39 CHEM - a -. . 2: SA
915- —
' 14 >50 increased fines, very dense CHEMI
‘ 16 SILT (ML); olive, moist, very hard, low plasticity, trace fine 50/ . . u « 5-inch >5 gravel - Alluvuum (Terrace Deposrts) 91°‘ ‘ SANDY SILT (ML); olive. moist, very hard, low plasticity. « — 7 34 fine- to coarse-grained sand - Alluvium (Terrace Deposits) - 45— 15
_ 19 “\Drilling refusal /‘
' Bottom of boring at 45.5 feet.
- _ Groundwater not encountered during drilling.
Boring backfilled with cuttings.
905- -
- 50—
900— -
« 55-
895- —
‘ 60—
890- -
- 65—
885— -
LOG OF BORING B— 5
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 957 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1: Prj ID: 235-01 .GPJ
BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 958 MSL DRILLING EQUIPMENT: CM E-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 22
DATE STARTED: 7/30/02 DATE COMPLETED: 7/30/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) [006 g4 m
‘8‘ in? a
.. u; u. T: ‘80: g; § 9 ‘3 = -._3m 0:5 V9:?§§-.gw éAcAfi 3 mg 2% 3.1 DESCRIPTION .3 35 .92: g; §w r3” 55§§§ E 32 '53 %§ aa-g‘é‘a’é 3% 58 39 ages-,0: w am «:5 to on 20 :3 its mg 62.
GRAVEL-1 inch
- SANDY LEAN CLAY (CL); olive brown. moist. firm. medium plasticity. fine- to coarse-grained sand, trace fine gravel - ‘ ‘ Alluvium (Terrace Deposits)
955— — COMP
- _ LEAN CLAY with SAND (CL); dark yelldwish brown, moist. firm. medium plasticity, trace coarse-grained sand -
‘ 3 14 >5 AIIUVIUm (Terrace Deposfls) 1 12 1o 28 1o 82 CON 8 _ 14
950- -_ SANDY SILT (ML); dark yellowish brown. moist. hard. low plasticity, fine- to medium-grained sand - Alluvium
13 4 21 (Terrace Deposits) 11 66 — 7
_ 14
945— -
1‘—x _ 13 >50 , _ .- '. 50/ SILTY SAND (SM): strong brown. morst. very dense. fine- to :3 _' 6-inch coarse—grained sand - Alluvium (Terrace Deposits) 116 5 940— —
_ SANDY SILT (ML); light olive brown. moist. very hard. low - 20 1O 4O plasticity. fine— to medium-grained sand - Alluvium 17 _ 12 (Terrace Deposits)
. — 28 Bottom of boring at 21.5 feet.
Groundwater not encountered during drilling.
935- - Boring backfilled with cuttings.
25—
930- —
LOG OF BORING B- 6
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 958 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1; Prj ID: 235-01.GPJ BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 962 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 21
DATE STARTED: 7/30/02 DATE COMPLETED: 7/30/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (inches) '36 34 U)
“ It ‘ : ‘9: § 5 s % = -—_8_m 3803 V9: egg-*Eew 13M>,_, 5A4§§ a.“ fig 5% 322% DESCRIPTION 9; g5 3‘} g: gg ;_ E O : ._: 3': ml) ._ £9 53353 a so as ~33 £3 as s: as are OE. ‘ GRAVEL -1 inch CHEM
- — SILTY SAND (SM); dark yellowish brown, moist. medium RV 960— _ dense. fine- -grained sand — Alluvium (Terrace Deposits) ' 2 13 LEAN CLAY with SAND (CL); dark yellowish brown. moist. 9 29 12 79 5— 5 firm. medium plasticity — Alluvium (Terrace Deposits) 8 955- -
_ _ ,Z' _ SILTY SAND (SM); yellowish brown, moist, very dense. - _: .- 1 1 >50 >5 fine-grained sand - Alluv1um (Terrace Deposns) 1 17 6 35 DS — 1 1. _ 45 {3- . 50/
.' 5 5-inch
950a — I_._: '
~ - 8 27 medium dense. fine- to coarse-grained sand, trace gravel, 27 SA - 15— 12 trace roots - Alluvium (Terrace Deposits)
'_ 15
‘ SANDY SILT (ML); dark yellowish brown, moist. very hard. 945— — low plasticity. fine- to coarse-grained sand - Alluvium _ _ (Terrace Deposits)
‘ 16 33 >5 114 9
2 22 — 37 Bottom of boring at 20.5 feet.
Groundwater not encountered during drilling.
940- “ Boring backfilled with cuttings.
2&—
935— —
LOG OF BORING B- 7
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 959 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Template: DYLG1; Prj ID: 23501.6PJ
BORING LOCATION (feet): See Figure 2 ELEVATION AND DATUM (feet): 974 MSL DRILLING EQUIPMENT: CME-75 DRILLING METHOD: Hollow Stem Auger BORING DIAMETER (inches): 8 BORING DEPTH (feet): 7
DATE STARTED: 7/30/02 DATE COMPLETED: 7/30/02
SPT HAMMER DROP: 30 inches WT: 140 lbs DRIVE HAMMER DROP: 30 inches WT: 140 lbs LOGGED BY: SN CHECKED BY: SS/GKG DRIVE SAMPLER DIAMETER (Inches) :33- 3'4 U)
‘9‘, i -%
- It 0' T: E 23 § 0; .3 c ._ _ u, a: a v 2: '3 g~§ .. 2 0 33a 53%: s §§ 2% is DESCRIPTION g $1.: 23} .g; g: ;_ Egg WE E <32 E5 EE bass 3? £3 88 59 Luvobw (0 mm mm no no 20 3: 0.5 mas o& GRAVEL -1 inch
- — ‘ _- SILTY SAND (SM); olive brown, moist. medium dense. fine- ‘. -‘ to coarse-grained sand, trace fine gravel - AIIuvium ' ‘ (Terraoe Deposits)
‘ 5 14 121 10 33
970- :j '_ 10
g 12
' " 2 4 SILT (ML); yellowish brown. moist. soft to firm. low plasticity. — 2 trace fine-grained sand - AIIuvium (Terrace Deposits) - — 2 Bottom of boring at 6.5 feet.
Groundwater not encountered during drilling.
‘ Boring badrfilied with cuttings.
965— —
10—
960— -
15—
955— -
- 20—
950— —
25——
945— —
LOG OF BORING B- 8 PLATE
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 960 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction " , •• ~
~ ~
2 ~ g.
-7
! : :'7 -0
!~
-~ ~E ,-
"
ABUTMENT 1
B-1
..
B-2 B .. -4
-ii:;;.----~ ~ ~ ~ ~ =- ~ .. ~ ~
BARTON ROAD B-3" · '--181 -- -l 1
EXPlANATION
.. MSE wall and pavement boring location
• Bridge boring location
Ei ~ ,-
"~
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A
980
970
960
940 .. (l!}J ...
930
920
NOTES:
JO JO eo
BENT2 -- - - ,.- GRAPHIC SCALE
Approximate approach
fill elevation
............................... r.>: .............. .
o
j
................... I
I
17+00
with cuttings
See Plate A 1 for material graphics description.
Symbol to left of graphic column is based on
ASTM 02487 and 02488. Number to right of
graphic column is equivalent uncorrected SPT
blow count per foot.
............. 8 .......................................................... (l!}J ... . inch
Abutment 1
===;8 I
~~·~~=-~=~iwi~~L 1
j
during dr:lling
SOH 935,~ ft Sorlng backfIlled with cuttings
.......... ... ..... 7/29/02 ... ~~ ... I ~Wii!~s=~i.J~~~:::'~ ......................................................... ~~.~~~.~, . .Q9.t.<;tl~Q !¥!I~ .. !=.Q~Q .. PR\It~ ...... ............ ······ BOH;}~~7~ ~i' I
18+00
",,;th cuttings
"",th cold potch
STATION NUMBER ALONG PROFILE
I
19+00
PI.AHS PREPARED BY
1:~~;~~~.!it~"~, tt i" , '::: .... ·· .. l
I
20+00
0 i
, .....
0 i
,~'"
w,th cold IKItch
JO 00
I HORIZONT At SCAlE
" 20
I
~lh VERTICAl SCALE ,
T".o. No.
__ ...!:::::!:::=:!:::='=:::!:=!=:!::::!...._-L~ __ -.J~R::e:::fe::r::e:.:n::ce:::....:E:::le:::c::tr:.::o::.n:::ic:.:base map provided by T.Y. Lin Inlernalional • M~aniel , September 17. 2002. ~1!JI1 PL.ANS PREP~D UNDER SlJPEIWlSIQN Of FIELD BOOK NOTES Cal. TOLl FREE
1-BOO
227-2600
TWO " OIl. AII\C DA t S /lEFOR#; YO{ Dlr:
CONSTRUCTION BENCHMARK BENCHMARK xx xx xx .'>110
n LOCATION LOCATION - .[~:
• EJ'lII-lHI • .~ 0,,": ... :.::= (D(~'CI!lPTlO' V" u.) ~~, -;'''9~~jl~ I .... ~~,~(~ .. ;!~; '~2C 1$16 EASllTTM STREET. SNflAI-JtA. CA 1121'05
ElEV .... TION ELEVATION "\XX XXX 11('. '. Q.4r1 IIAII." +
t
+
~
--- os,
I SU" 'JTU I' , ~
CITY OF GRANO I'ERRACE
DEPARTMENT OF PUBLIC WORKS
---.............- """00ftI .. APPROVEO BY csr 11110
1:." ' SST ., • ...,.... 0' r ... ~',.., ... ..,...,.,
t- A,.,./I - AHIf ..... ...... I' ..... •• " ... .
STREET IMPROVEMENT PLANS
WEST BARTON ROAD t IIOAO .\ ·0
BRIDGE REPLACEMENT r FlU; No
LOG OF TEST BORINGS
B-1 THROUGH B-4 slIu:r 0' ,
B-2 ABUTMENT 1
EXPLANATION
2' SE
5 a
g is § B-1 B_4 " MSEwallwmmbonnuloeeIIan
“ an Egg :3. :
- i“.5 3- fr_5_ {5b wA ‘I % . Bridge botinuiaceflon $35 a c 2 §g.5 “'53*? ég :1 5 — 5’ é o O
. .. 8.; . .g E; o BARTON ROAD 0 3___‘y _
i Eéé 9‘ Ea I *|-~+—-l-— + |— +3 +- I——l——~—+—I——I~ a
"moon d
a3? 'z ‘5o 3%" 5 a :1 o‘ _
/
:8 ,3 2% E I R —- — /' . A, u so 15 a so on
g
I
2.5 3 ~55
a .3 g
i
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1w emu-Insane a-E is E 3
g a 5 "h E g g
g E u. u
i“O g: I s 3 e geié SE a 3:; E
u :2 §
_ a e‘ 3 35; a I
'35%; gig gag *55 g3“ g; g
:5 we
3" ii —I: E; 2: 3 E] El E g; gfi ‘E’ i u z g5; I EE‘JE..,_ —n, é A .- 3 .Egg : 93° .............................. I 3 ................................. m f . 732m: 5 g 5 E 3 Approximate approach § § 3': § § 3 g g fill elevation I?» g . E 5 I“ a ........................................................................ .......... I; a g g g S g 970 ................................................................................................................ o a :1 E g u 3 § 2 a 8 moisi loose. line- In 3 course grained sand Irace line - Abutrnent1 ’ E E.
"
'3’? 3
‘1 been.
"' MI (""1~ mash,"......... .. . ................................................................................... 9 96° plrosiici. Iiisne-‘Io coarse—grained 5 id?
.3202? «55 § §
5 I 3" 1 :3 ‘
sand. Iruce fine gravel m M
- N _ ' 62%. ;: $21: § § 8 t ‘ moisImIirrn low pluSIiCil;.e I33?“ ~ - ; 0N9 flow“ - .‘s’ “a? -' 55' g“ ... : §950 _ _ . .0olive. prelim.wish.:oII. Joy.»...............................meqmugmmea- “no. .................................. .mnIaLmedIum.denae...tlne:ntomd........ 51 $35; IE}: 53: g g g x < h rmnedfmflfsgmy' '2‘“ block. Iroce eIroIeum Iodor m 9 9 g g a '" oIIve brown moisI. very hgard. eugengtrowningmg. 323$?‘31:“ (CL— ML); olive brown, moIsI. soII , medium plaici. Iine— II: p n ry. fin 9 ® 8 low Io medium plaici. Irace U h I..l diugnl medIum-gromed 5°"d I'ace ""9 - . . . . 0.019............. 94,0 . .Iine.—.gmined. .sand.. trace. tine. .grnvel..................................................... I: ve. town...mais Irm.. me ....................................................................................... .1) I. e I m d . Slfcn VOW“ INT! 0 Of (009 DOS lCly. In - IU ‘5"
"' g b . “m”"
f ‘ h d' ‘ Infine 1 1 III-Earl 'If.nruce I10 mi“me marevel Grounduaaaler ee. £322. iii-‘5 tomcsoarfe—9:05:21 naI encounlered M. , ,,,
Il/< : brown moisI very her during r I 'ye
‘5 a I m I, ‘° ”"7332 03...°". I Saaggibsflzs III. 23$??s ............................. I 2 o \’ z .................... .9 : . "GIT ............ ........................................................ V . I o .............................................................................................m 9 2 . 9 mm] U '“ n I H ‘ asm l w 725259702 w ' g E 8 a 5! 3' :7} E g g I I " 2902 most. loose. Ine— Io coarse
éélnézfgnbetfvlno 30:22 vqer'gined 13?..m barge II" posI-cdy, 729/3 7” “grain; sand. In line gravel \\\\Q § é é in. . .. -amIv MM groundzaIfr noI encountered - .................................................. .. ' ‘ ..."...v..................................IIII........III..... 0:3”3‘“ $199200mIera? 1 n m ...“..I..............."......u'u.....................................II......I...............................n.........IIu...........I..I.............................u..”...... . ......I........ :\V g @ 92° pine. y 53%;?) bucklfiied with cuItings during drilling g
. Surface patched wilh cold paich Boring backIIIIed Wlu‘ cuttings. Groundwater not encountered.3 asphalI. gigging: patched wiIh cold palch aura drl n g I Gonna boc'kfalee with cuIIings l I MW“: I g f _ E o N, E; g 3 g 17+oo 18+OO 19+oo 20+oo
3: E E c E Q i :. 3' 3' § §
Lu 5 g;
\ g g
.. E STATION NUMBER ALONG PROFILE
.5 g 5 5% u I:
E U = " IV 9 9: £5
E 53!: 6 l .' If: 53 fi’ @ g NOTES: See Plate A1 for material graphics description. If I: BE 2_ ‘2’ SYmbol to left of 9re hic column is based on E5 E E ASTM D2487 ond_ 02488. Number to r'ghtPTof
a ‘3'? g " {5 graphic column is equivalent uncorrecte o no on 5 ‘9
-z
g U
‘3E
S
£8f“
" JaE
3fig55 55 £5PE
SE;
E23 ‘53
32 "@
5 a
I:
3 5
x g
0 5‘ blow count per foot. 5
1w mums g E c s ‘. aS
10 a: E 3 o 0 E5 0 U ‘o' " 1 ‘3 n In a -- 1"” meme
0 :3 I 'I' I I In Egg. 3 2% ° - e “ 2 . . . .
It a“ E g Reference: Electromc base map proVIded by T.Y. Lin lnIematIonal - McDanIel, September 17. 2002.
UWWM OONSTRUCTION - _ mmmmonw: FIELD BOOKNOTES uwwmm STREET “MOVEMENT Pws '-"~ ”0- I BENCHMARK BENCHMARK XX XX xx 580 DEPARTMENT OF PUBLIC WORKS no“, No. w
£00110": IOCAW= GIL mcsr "I “33" mm " m" WEST BARTON ROAD ‘— 5050 Emma Di LA SIESTA, sun: :04 BRIDGE REPLACEMENT ”L; No, . ruscmrmu or “.1 5m mac. a 92m: wows (Mamet-19m ~ —— l
I -—.——‘”“”"’" u ‘u my“—ii‘uuu“"irWW4m LOG OF TEST BORINGS no woman;
IIIIEASIIYTNSTREET.WAMA.CAW . ‘ —: 3_1 THROUGH 3-4 51::e at ans ”(FORK you an: aevA‘nat I alum xxxxxxx [ mrf—fifi "MI u-HI . are mTIT III-mu mxmrnml‘rLj
7.c
Packet Pg. 961 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ~~c,.".="",-I----------1og I
-:;;~;;;!,' @';~~~! I jl I
•
A
980
Bent 2
970
EXPLANA TlON
.. MSE walt and pavement boring location
8-/
.. ---
t
~
•
I -I t
~ 8-8
............................. ~
Bent 4 Abutment 2 .,
~
e Bridge boring location
"'H""H"""""'HI """"'HH'HHH i HH, """"""""""""""'" H'HHHHH; 8 ~I------ ~ ~
~
!
l'l
30 " o JO 60
- -- -GRAPHIC SCALE
""'H18 ti f-------,
I • ye OWlS rown. rna,s.
960 """"""" """,,""""""
BOH 967 .!l ft on 7/30/02 soft to ,irm. low plastiCity. Irace fin-r," n ]
z
0950
~
~
"""(lID"
<mID
L 1 inch
CJ:li'ie ~ [tAN CLAy tCl). oh~e
iiJ~~~ 'J:i21IiQ] brown, mo,st. I,rm, ',0'l1li plasticity. WI , a .:!t~wW~b~.~~ .. (~~~,~~~n,.Jaw ...... ~ __ -I'm1t .............. :~e- IOv coorse-gralned sand, !roce Yf!t0t7'fh brown, most, firm, low idj@i(1:ri~b p1o..slicily, fme- to coarse-grained ,.. WI l . or . ye 0\11 15 L " (lrA) 11 yellowish brown, moist. firm, low CS!:) brown,_ moist. very nard, 100/ w, . do plastIcIty. troce coorse-gralned plasticity, Ime-graoned sand brown, moist, hard, sOlid med'um dense, f,ne- to d Ottni . 0111'1 d' . .. e"l! :.
Groundwater nol encountered dur,ng drilling
Boring backfilled w th cuttings
• • • • • • • • • • • • • • •• ••• • ••••••••••••••••••• ••••••••••••••••••••••••••••••••• ••• • 1 I '-t tr lin r vel ~:~~F~~~. <m coarse-grained sand, Irace grovel, ~~:i.~.t~h t,":c~o~;; ~~;i;i ho.d. lao ········· GH 17 1"1i'i'''':Doiii'1'i!ilf~~~~''~··*' · ................ ····· ········· SOH79/~.~or on I"" ••• '' m~o '' '' d, :O ,g t'i~ ,, ........................................................................................ ··········1 strong brown moist. very /1 lin - r - rain n
940
ve hard co r - r 'n n a am a orlng at eet.
930 ye:!owiSh brown. no grovel ................... ..... ~~?}~JQ~ on .~ ...n :.~~ ;.;~~tro~~~w ............................................................. ~~~j~~~~~f~;.~~ .. ~~~~~~~~.r.~ .. .. plasticity. fine- to medium-grained 80[lng backfilled with cullings. ood light olive brown :'ILIT ::.ANU l!:>I.1). I'ght oitve a am a r,ng at ee . brown, mo,st. medium dense. line- Groundwater not encountered to coarse-grained sand. trace fine during dr,lin9' ,.
920 14 ·····~rr~;:-ii~~··~~~;~i ...................................................... "'BorinY'uat:ltlllled .... ith··curtirTl}S". . .......................................................................................................................................................................................... . §
,
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I--I--I-+-+--I--I-~
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• ~ I--=-+--I--I-+-!--I
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£~
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~t .', iH
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g' ~ ~ (,)
•
iIi . 9 7 ~ oH: ~j 0 9 * ~ ~~f~
I
20+00
SOH 907 ~ ft on
7/30/02
Iogh\ pole olove
ma,s. very hard,
ftl"l r ~ t
: a Ive. mo,s. >;ery hord. 10" plosticity. fjne- 10
coarse-grail"led sand 61 .1"1 r I I
o om 0 onl"l9 ot ee
Groundwater not encounlered
during dr,lI,n9
BOring backfilled wrth cut\in9s
I
21+00
STATION
__ -'=='=·=·='=='=='=::!::='=='_-=L ___ ~:.:R::e.::fe::.r::e::.nc::e::-=E.::le::c::.tr::o::.n::::.ic base map provided by T,Y, Lin International· McDaniel, September 17, 2002, O !'\.ANS PREPARED UNDER SUPERVISION OF
C.I; TOll FREE
'·800
2 27-2600
7 " 0 "ORAHe D .. rs IJI.;rDRt; YOti DIC
CONSTRUCTION BENCHMARK BENCHMARK xx- xx xx SilO
LOCATION LOCATION •• ...ti,;" INTERNATIONAL. "I~ ,./k,.~ co ()I,O"Z YOU".......... '>C_\( CJW.... ....A ,cO .. [J'IJ.-.l?-G .. .. -.oc .... ~ (IM'SOIlPr/II,>; Qf 11 11 ) \~~ [I C~ g~'Cft ';'>, 1~'9:~92 'YI 11118 EAST Itnt STREET. SN'ITAAHA. CA 11'2706
ELEVATlON I'.lEVATlON u '" r.\ . .\x.\ ".t .'. lIAr, "'''.IU I
22+00
NUMBER ALONG
FIELD BOOK NOTES
PROFILE
NOTES:
CITY OF GRANO TERRACE
I
23+00
o " OJ
I I 1"-60' ...oRLZOHTAI. SCALE
o 10 20
I I 1' .20' VERTICAl. SCALE
See Plate A 1 for material graphics description
SymbOl to left of graphic column is based on
ASTM 02487 and 02488, Number to right of
graphic column is equivalent uncorrected SPT
blow count per foot.
w,o. ,vo.
OEPARTMENT OF PUBLIC WORKS STREET IMPROVEMENT PLANS
...-.. _ .. CST CST
.. PPII t ~.rt;
WEST BARTON ROAD
BRIDGE REPLACEMENT
LOG OF TEST 80RINGS
8-5 THROUGH 8-8
ROAD ,"0
FILE .Vo.
.'W££T 0/
2 I E; E3 1:". B 1-”! EXPLANATION
4.: 77:1"
usall“minimMen g
is
El! “s l—
1" " 7“!
:2 ABUTMENTZ ‘7 N A A i T I“ M _ £3: 3 E' g: i g =%w'- 4 l. I 1 L 1'? ’- 7 “S ‘g: . Bridge hating location ESE E o ‘v
ESP §l§
“‘3
E3
Eg
ES
l 8 / o o
2-! +—-o———o——~+—— --—u——+-—I———c—~-.1"""——“l“+_"'_V"|__+ . u z __ _ _ i fiié EE E‘s I B- a. 8-8 A .‘s’ 9 E5 g5 —r—* _ ~— ”E ‘E *7 /’-‘ - 4T 15 0 3° 00 '5‘: E E 3 §S ENT 2 EN1I7§ BENT ‘ _4 9
‘5" ”2:5
war mam—E E g; 2 I g
*1. §§ 12% :j 35 E: ‘3 £3 g
E: as us '3 S‘ 23-- E‘— 3 25.: ’ 5 § gr, é
z 613=43' ,u <9 =o2°-
- u g,” u
I
U I. . é E2; 8 §'~ E5 E.
_.
33‘ £433 g 25' m2 3E ., 1:] E g
' A 3 I 33’ ' EEEE E ...........................................................................................I .......................................... g ...............................Q....................................................... x35: ,_. 980 ................................................................................................................................ i' 5‘5
3 ' E
E
E
5 E
S g
u
Bemz
' Abutmentz 3 91»: III” , E — ‘ ; owe rown. m E 2 3 § 8 .....................................................................................................an............ . ....mm..mqm.mmeI.mu.m........ . d ‘2 gm u I: 5 97° ................................................................................................................................................................................................ g coorsIo—gruincd sand. truce fine i 5 :l 2 3 “ ' ; rowan. mats . 5 E g g 2 E 5 0* m Ind. ”7%‘33 ’1 on spit to .irmyflgz plasticity, lmce > a E _ 1 .................................................. _ g Q ........................................................................... g or I _ . - .. ' E g 950 """"""""""""""""""" _ in h 9 group. moist. medium louse. lme— gmu‘gdvglllfig uol encountered 5%“ ”E - z
; we 8 " III ; I, Boring backlalea with cutlmgs. §° gé'a 25% § 5 3 -‘ 01mm. moist. firm. low plasticit . yellowish brown. moEst. lirm. low 'S'éo .; Eva u 3‘ g - mam SAND (ML); dark '!”9‘ ‘° ”me—9mm“ sand. m“ ' i .................................................................................................... 8 = E ,._ I .. _ - . I. ' I, .J ............ m . v .. .................................................................. E 2%; E g? g 2 §950 “fir I 2 e """""' . fuel-11:11:33- bllig:E {go‘cfiageuggrnged . V“ , . . cm brown, molsl. veryyhard. low 8 {32%- u t; g g < ' yellouugh brown. moxst. hm. low plosficily. fine—grained sand g i - ploshc-ly. lruce coorse—qrumed medium dense. line- lo 0 II .
Q C; yellowish m ium brown. I 'i moist, r ”Em" I n ye oms m coarse—grained sand. lruce gravel, i , ................................. - - . 09mg,“ ..
.................................................................................................................................................................. I! 940 .................... --w_ - . -,- .r ...........I.... E a u s E a s a - w E :s;::z-.§mzz°.waa.isxsz °~ - r n BOH 941. R on 7/30 02 m a .. 0m 0 . A E III] g imam?» [36 ‘ . I owe
It groundzoalgr nolqencounlered
I . . . ------------------------------ ° gs 4.; E a 930 .................... .....¥f‘.‘.?.”.'f’.‘..5’.’3?’f.‘:.RERTYF.‘..............................................7:20.92........... '“"“‘~"“‘"'-’*"'"Y'E'E""°""'-"‘;;.............................................................Bung gamed "III “In“ g 5’. E g CED qhl olive brown plusllculy. lune— lo medium-grams § m E g 1% 8 D ‘5' S i ml, I5“’; llql [ DING om 0 "fig D . BE . " " 3 ¥ S 4- J “F— \
brown. moist, medium dense. liqe— groundvaolfl nol encountered _ I n" fl ’ ' .................................................................................................................................................. . é-i - . z§ éé 92° ................................. I ................‘Sonii.9321???..‘.‘.‘.”.‘.‘:..‘.'.‘3F.‘?..‘.'I‘.'............................................................agnng.mg,w.m.mm.................................................................. u “.U ' ' ' :k ' . . race flue revel ’ lighl pole oive
(II E (E) I n so I) "g ’ - _ z~v "En.5 E5 g Eg my hamH .0, '
9.03:5” ; '
. moxs fine-. to 5
may mums E 53 3 'E 5’ :i" E: g 5' 2 NH .07 R on coarse-qtfained send a w a g .. .- 3': S 3 - ‘ll' £3 "' § 0 7/30?” :2e ormg u . ee. '— 3 \ é as Groundwater not encountered I I E
1520' mm: u. g g 5 8% I during drillin . . 22+00 234-00 f
" U 'g; 3 al
.
I 53 .9,| 2 E5o @ @ 2°+0° Boring bocklfiled with Culhngs. 21+OO E E2 ° " E E ‘ a: m g a s c STATION NUMBER ALONG PROFILE
I c I o 9 75; g g
NOTES: See Plate A1 for matenpl gruphucs_ description. " ' ° ‘— 5 S mbol ‘to left of «who column IS based on
u . n: ._ y . E E 2* E E“ E 25 EEE § 3 9 ASTM 02487 and_ DZ4§8. Number to n ht of 5 g ‘5 55" E 3% ‘5 :5 E33 E Q :5, graphic column us equwalent uncorrecte SPT 3 3 3 ‘34 < U u blow count per foot. ; g g g 35% Q
a 0 %: w 2 9. 2 o _ g: u :2 a . w l '2 a? . 3
' 53' ° 9 €32 8 Reference: Electronic base map provuded by T.Y. Lin lntematlonal ‘ McDaniel. September 17. 2002- s ROVEMENT puns 7.0. No. 9. ms moanmuor, FIELD BOOK NOTE cmrov: campWe STREET mp | - cousmucnou BENCHMARK BENCHMARK xx—xx—xx sap ”PM * DEPARTMENT 0,: pUBuc WORKS V mu N Mms-rvlcaN-n __
I . —.
c mn ml! 1 013-" mm i WEST BARTON ROAD cuz'roumEE Locamou: “Am“: WAQMNWDNAL-algffimnel. 1-800 M mm I' K Y I csr csr m BRIDGE REPLACEMENT mt “I 60° . '3
Illscnlrrlnu or 1.1.) gm wig: gums? M Sfiafsumun-mm ,——’""’""—~<—-~—#u—‘ mu a—'_lr uuml or ma—ntnumv LOG OF TEST BORINGS 3- THROUGH 3-8 5"" ’1 227-2 ugsgwummwmmum mama-rm W mAm ' 5 2 2 v _ N no ”mm: nus apron: you nc 1 Batman: ammo“: xxxx.xxx An. n. m- m" ,m u"
7.c
Packet Pg. 962 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX
B
LABORATORY TESTING
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Packet Pg. 963 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX B - LABORATORY TESTING
Diaoourman & Associates (DYA) selected soil samples to be tested and the tests to be performed on the selected samples. Teratest Labs, Inc. (a Caltrans certified laboratory) performed the laboratory testing. Laboratory data are summarized on the boring logs in Appendix A and presented on Plates 81 through 822. A summary of the geotechnical laboratory testing is presented in Table 81. Corrosion potential test results are summarized in Table 82.
Table B1 - LABORATORY TESTING SUMMARY
TEST NAME PROCEDURE PURPOSE LOCATION
Percent Passing the No. Classification. index . 200 Sieve ASTM 01140-92 properties Bonng Logs Moisture Content, Dry Classification, index . Density ASTM 02216-92 properties Boring Logs . . . . . Classification, index Grain-Size Distnbutlon ASTM D422-63 properties Plates B1 and 82 Expansion potential,
Atterberg Limits ASTM D-4318—93 classification. index Plates B4 and 85 properties
Consolidation ASTM 02435-90 Settlement Plates 86 and B7 One Dimensional Swell or . Settlement Potential ASTM D4546 Sweller Settlement potential Plates 88 and 89 Direct Shear ASTM D3080-90 Shear strength Plates B10 through 814 . UBC 29-2 . . Expansuon Index ASTM D4829-88 Expansuon potential Plate B15 Compaction ASTM D1557-91 Earthwork Plates B16 and B17
Resistance (R-) Value gin/$812844'69 Pavement thickness design Plates B18 and B19 pH CTM 532 Corrosion potential Table 82, Plates 820 to 822 Resistivity CTM 532 Corrosion potential Table 82, Plates B20 to 822 Soluble Sulfates CTM 417-8 Corrosion potential Table 82, Plates 820 to 822 Soluble Chlorides CTM 422 Corrosion potential Table 82. Plates 820 to 822 Notes:
. ASTM = American Society for Testing and Materials
- CTM = Caltrans Test Method
0 UBC = Uniform Building Code
B-1
K:\DATAFLS\PROJECTS\200\235—01\REPORT\WEST BARTON BRIDGE REPORTDOC
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Packet Pg. 964 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Table 82 - CORROSION POTENTIAL TEST RESULTS
No. 8-3 3-5
2.5 29 to 39
7.8 8.4
73 44
Water Soluble Sulfate Content 167
Water Soluble Chloride Content 52
Minimum Content ohms-cm / % 3778 3160
3-2
K:\DATAFLS\PROJECTS\200\235—01\REPORHWEST BARTON BRIDGE REPORTDOC
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Packet Pg. 965 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Y SIEVE WIN Template: D
US. Standard
Sieve Size (in.)—>,<' US. Standard Sieve Numbers —>.‘—— Hydrometer—— 3 11/2 91 as 4 3 16 30 50 100 200
100 I I I I I I I I I I I
I I l | +~\ I I I I
I I I I I I I I I
I I I I I I I I
90 I I I i I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I 0
80 I I I I : I I
I I I I I I I\ I
I I I I I I I \ I
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u] | | l I I I | I 3 60 I I I I I I I I I
>- I I I I I I I I
2 I I I I I I I \ I I
I I I I I I I I
in 50 z I I I I I I I I I
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i— I I I I I I I I
E I I I I I I I I
0 40 I ' I I I I I \ I
E I I : I I I I I x I
a I I I I I I I I M
I I l I I I I I I
30 I I ' l | l I I I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
20 I I I I I : I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
1 0 I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I 0 I I l I w I l I I I I l I 100 50 10 5 1 0.5 0.1 0.35 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
Coarse Fine Coarse Medium Fine
COBBLES SILT or CLAY
GRAVEL SAND
Laboratory Testing by: TeraTest Labs, Inc.
Depth Natural Liquid Plasticity % Passing
SWIM 5°"'°° (feet) c'ass'“°‘“°“ M. c. (°/.) LImIt (%) Index (%) #200 Sieve o B- 1 5.0 SILTY CLAY with GRAVEL (CL-ML) a 22 6 83
[II B- 1 15.0 SANDY SILT (ML) 8 64
A B- 2 2.0 LEAN CLAY with SAND (CL) 13 26 8 74
o 13- 2 5.0 SILT with GRAVEL (ML) 14 80
o B- 2 8.0 LEAN CLAY with SAND (CL) . 14 31 14 72
I B- 3 5.0 SANDY LEAN CLAY (CL) 7 25 7 56
A B- 3 10.0 SILT with SAND (ML) 7 77
o B- 4 12.0 CLAYEY SAND (so) 7 34
PARTICLE SIZE ANALYSIS pLATE
West Barton Bridge Replacement
Project No. 235-01 B1
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Packet Pg. 966 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Y_S|EVE WIN Template: D US. Standard
Sieve Size (in.)4>I<—— US. Standard Sieve Numbers9“—Hydrometer 3 1y2 % as 4 8 16 30 50 100 200
100 I I W I I I I I I I
I I ~\ I I I I
I I ' I \ I I I I I I I I I I I I
90 i I I I I I i
I I I I I I I I I
I I ' I I I I I
I I ' I I I I s I 0
80 I I : I I I I I a
I I I I I I I
I I ' I I I \ I I
I I I I I I \ I I
70 I I I I I I ‘ I I ._ I I I I I I I \ I I
I I I ' I I I I \ \ I
g I I I I I I I \ I I
In 60 I I l I I I I I I
B I I I I I I I \ I I
>- I I I I I I I I
a I I I I I I I \ I I
I I I I I I I
g 50 I I I I I I I I
E I I I I I I I I $
1— I I ' I I I I I I
E I I l I I I I I ‘ I
0 40 I I ' I I I I \ I
E I I I I I I I I I
I I I I I I “' 30 I I I I I I I I I
I I | I I T I | I I I I I I I I ‘III
I I ' I I I I I I
I I I I I I I I I
20 I I ' I I I I I I
I I ' I I I I I I
I I ' I I I I I I
I I I I I I I I I
10 I I | l I I I I I
I I ' I I I I I I
I I I I I I I I I
I I ' I I I I I I
o I I I I I I I I I I I I
100 50 10 5 1 0.5 0.1 0.05 0.01 0.005 0.001
GRAIN SIZE IN MILLIMETERS
Coarse I Fine Coarse Medium Fine COBBLES SILT or CLAY GRAVEL SAND Laboratory Testing by: TeraTest Labs, Inc.
Depth Natural Liquid Plastlcity % Passing
Symb“ s°""c° (feet) c'ass'“°a“°“ M. c. (°/.) Limit (%) Index (°/.) #200 Sieve o 13- 5 3.0 LEAN CLAY with SAND (CL) 6 79
CI 3- 5 29.0 SILTY SAND (SM) 18 47
A B- 5 34.0 SILTY SAND (SM) 14 39
0 B- 6 5.0 LEAN CLAY with SAND (CL) 10 28 1o 32
o B- 6 10.0 SANDY SILT (ML) 11 66
I B- 7 4.0 LEAN CLAY with SAND (CL) 9 29 11 79
A B- 7 9.0 SILTY SAND (SM) 6 35
o a- 7 14.0 SILTY SAND (SM) 27
PARTICLE SIZE ANALYSIS PLATE
West Barton Bridge Repiacement
Project No. 235-01
7.c
Packet Pg. 967 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction m
5 00. 0
1 m
r
o. m
m m.
N. 0 H
0.5 0 0
o llllllllllllllllllllllllllll Isl llllllllllllll
2 01. 0
0 lllllllllllllllllllllllllllllllllllllllllll l
s 1 e
r
b
I. m o I N 5 m I :5.
.m 0 0 S 3 m I l m 6 Illle llllllllllllllllllllllllllllllllllllllll 1 1 U
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Sm
8 IIIIIIIII
4 llllllllllllllllllllllllllllllllllllllllllll 5 % IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Mg m din I
am( ‘ ll llllllllllllllllllllllllllllllllllllllll II Mm y && I 3% n ............................................ 3 1 lllllllllllllllllllllllllllllllllllllllllll
0 0 O 0 0 0 0 0 0 0 0 0 01
0 9 8 7 6 5 4 3 2 1 1
PIG—m; >m Ms kzmommm
GRAIN SIZE IN MILLIMETERS
SILT or CLAY
I Fine
SAND
Fine Coarse l Medium
GRAVEL
Coarse l
COBBLES
Laboratory Testing by: TeraTest Labs, Inc.
% Passing
33 Index (%) #200 Sieve
Liquid Plasticity
M. C. We) litWe)
Natural
10 Classification
sum! SAND (SM)
Depth
(feet)
3.0 Source
B-8
Symbol
25>Iw>m_mi>o afiaefl
PARTICLE SIZE ANALYSIS
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 968 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Y_ATTERBERG CHART WIN Template: D U-LIN A-LIN
70 I /
/ 60 /
g 40 I E / CH or OH /
ai: 30 , ,/
m5 AL or 0L /
IL 20 / //
/ MH or 0H
10 /
1 33“" _, L. ML or 0L
0 0 16 20 40 60 80 100 120
LIQUID LIMIT (%)
Laboratory Testing by: TeraTest Labs, Inc.
Depth , _ Natural Liquid Plastic Plasticity % Passing s'W' s°“'°° (feet) c'ass'mam" M. c. ()1) Limit (%) Limit (7.) Index (°/.) #200 Sieve O B- 1 5.0 SILTY CLAY with GRAVEL (CL-ML) 8 22 16 6 83
E] B- 2 2.0 LEAN CLAY with SAND (CL) 13 26 1a 8 74
A B- 2 8.0 LEAN CLAY with SAND (CL) 14 31 17 14 72
0 B- 3 5.0 SANDY LEAN CLAY (CL) 7 25 16 7 56
o B- 3 25.0 SANDY LEAN CLAY (CL) 9 29 18 11
I B- 4 6.5 LEAN CLAY with SAND (CL) 13 26 17 9
A B- 5 5.0 LEAN CLAY with SAND (CL) 6 27 15 12
O B- 6 5.0 LEAN CLAY with SAND (CL) 10 28 18 10 82
PLASTICITY CHART
West Barton Bridge Replacement
Project No. 235-01
7.c
Packet Pg. 969 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Y ATTERBERG_CHART WIN Template: 0
U-LIN A-LIN
70 I /
60 // ,
4 /
50 / I E / /
a / /
o 40 , 3 CH or OH / E /
g 30 z r
In5 ALor 0L /
“- 20 / 1
/ MH or OH
10 7 ...... 4 .. o
o 16 20 4o 60 80 100 120
LIQUID LIMIT (%)
Laboratory Testing by: TeraTest Labs, Inc.
Depth , _ Natural Liquid Plastic Plasticity %Passing
symw 5°“'°° (feet) c'mmmm‘ new.) Limit (7..) Limit 0/.) Index 0%.) #200 Sieve o B- 7 4.0 LEAN CLAY with SAND (CL) 9 29 13 11 79
PLASTICITY CHART
West Barton Bridge Replacement
Project No. 235—01
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Packet Pg. 970 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Time Readings @ 4.0 ksf
0 1740 0.1740
0.1720 I 0.1720 I
'\ I I §: 0.1700 0.1700 .
I :? 0.1680 0.1680
'0
lil 0.1660 0,1660
a: \ I:§ 0. 1640 0.1640 Cl \ § 01620 0.1620
:g " \. I
I E 0.1600 0 1600
.2 I'.. '" I ~ 01580 0.1580 I
0.1560 0.1560 -- I 01540 01540
o 1 1.0 100 100 0 10000 10000,0 00 10 0 20.0 300 400 500 Log of Time (min.) Square Root of Time (min.ll2)
-S.OO -
I ~l I nundate with J
Tap water
0.00 I
I
I I
I I I I S.OO
I ; I
~
-;R.
~ ~
c
0 10.00 ~ \ I
E
I
~
~
0 OJ ~ I'- , 0 15.00
r---. l"- I
I I II I I
II I I 20.00
"'" I , I
I
I I I I I 2S.00 I
0. 10 1.00 10.00 100.00
Pre ssure, p (ksf)
Boring Sample Moisture Dry Density Void Ratio
I Degree of I
No. No.: Depth (ft.) Content (%) (pel) I Saturation (%) Initial Final Initial ! Final Initial I Final I Initial I Final B-1 2 5_0 7.6 19.4 88.4 \ 110.4 0.907 10.518 23 I 100
Sample Description: Project No.: 235-01
Strong Brown Silty Clay wrth Sand (CL-ML)s
%It;r!E.: ,::~ E;f5r West Barton Bridge
'::::-', $:~: ~ ' " , '-'" Replacement
ONE - DIMENSIONAL CONSOLIDATION
PROPERTIES of SOILS
(ASTM 0 2435)
08-02
86 Time Readings @ 4.0 ksf
0.1740 0.1740
0.1720 0.1720
3 0.1700 0-1700
P: 0.1680 0.1680 .6
8 0.1660 0.1660
0: E 01640 0.1640
DE 0.1620 0.1620
E 0.1600 0.1600
‘8 0.1580 0.1580
0.1560 0.1560
0,1540 0.1540
0.1 1.0 10.0 100.0 1000.0 10000.0 0.0 10.0 20.0 30.0 40.0 500 Log of Time (min) Square Root of Time (min."2)
5.00 Inundate with
Tap water
0.00 f
5.00 A ' \
of,
C . 3 10.00
mE
.9q) . O 15.00 x
\\
‘ \ 20.00 . .___~____ \
25.00 . 0.10 1.00 10.00 100.00
Pressure, p (ksf)
- Moisture Dry Density . . Degree of e 3:1a 8:1"? Depth (11.) Content (%) (pcf) V°'d Ram Saturation (‘95) ' " Initial Final Initial Final Initial Final Initial Final B-1 2 5.0 7.6 19.4 88.4 110.4 0.907 0.518 23 100
Sample Description: w Pro'ect No.1 235-01
Stron Brown Silt Cla with Sand (CL-ML)s Nifigfl 1 we“ 88'1“)“ Bridge 9 y y R.‘ "“ Replacement
ONE - DIMENSIONAL CONSOLIDATION
PROPERTIES of SOILS
(ASTM D 2435)
08-02.
7.c
Packet Pg. 971 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Time Readings @ 4.0 ksl
02680 02680
I I I 02675 02675 .
- i' ~ 02670 02670 C> '" \. c
:g 02665 02665
• 111111 \ I '"
~ 02660 02660
a "'- I I c
,.g 02655 02655 ~ I'--
"-
~ I E
~ 02650 02650
--- a I
02645 :-- 02645
i I I i , 02640 02640 I
01 10 10.0 1000 1000.0 10000 0 0.0 100 200 300 400 500
Log of Time (min.) Square Root of Time (min.lf2)
-0.50
1 I 1
0.00 .
~ I I
I'--- ~ II II
0 .. 50
r---... . J .
"'- ~ -( Inundate with .. -
l Tap water I I
"" . ..-- r'\ ;R " ~ 1.00 L L
c f\
I :
I I a I
~ r-... I I E
~ 1.50
""
0 I
I II -<ll
I I I 0
"" 2.00 I I I
i". ;--.. 1 I I I '!
"- I 1 2.50 I . I I
I
1 j"'-\ I I
I I1I1
II I I I I I I
3.00 0. 10 1.00 10 00 100.00
Pressure. p (ksf)
Boring Sample Moisture Dry Density I VOid Ratio Degree of No. No.: Depth (ft.) Content (%) (pel) I Saturation (%) Initial Final Initial I Final InitIal Final ! Initial Final B-2 3 8.0 13.8 15.2 119.7 1119.7 0.408 0.400 I 91 100
Sample Description: Project No." 235-01 ig~TE RAT~'f5'f West Barton Bridge Dark Yellowish Brown Lean Clay with Sand (CL)s <·:;:'Th ··'~,\:.,tilS~ Replacement
ONE - DIMENSIONAL CONSOLIDATION
PROPERTIES 01 SOILS
(ASTM D 2435)
08-02
87 ) Defamation Dial Reading (in
0.2675
0.2670
0.2665
0.2660
0.2655
0.2650
0.2645
0.2640
0.2680
Time Readings @ 4.0 ksf
0.2680
0.2675
0.2670
0.2665 \
0.2660 \\
0.2655 \\
0.2650 .\
\
0.2645 x“
0.2640
0.1 1.0 10.0 100.0 1000.0 10000.0 00 10.0 20 0 30.0 40.0 50.0 Log of Time (min.) Square Root of Time mm”) -0.50
0.00 I\
——————0.50.: \\ I ~ --. ——~— —- Finnndatewith—-----~i-F ., - R\\T\\\\ /’LTap water A 4/ °\° - \ II
c \ .9 \ \\
{0e 1.50 \ \ ,
.9 - \
3 \
2.00 - \x \
\
2.50 l \N‘
3.00 ‘ J I
0.10 1.00 10.00 100.00
Pressure, p (ksf)
. Moisture Dry Density . . Degree of 5:2"9 3:12?” Depth (11.) Content (%) (pcf) V°“‘ Rat” Saturation 1%) ‘ " Initial Final lniiial Final Initial Final lniiial Final B-2 3 8.0 13.8 15.2 119.7 119.7 0.408 0.400 91 100
Sample Description: .. Pro ciNo.: 235-01
‘wgfixgfififi 16 West Barton Bridge Dark Yellowish Brown Lean Clay with Sand (CL)s Laws ‘1».1 Replacement
ONE - DIMENSIONAL CONSOLIDATION
PROPERTIES of SOILS
(ASTM D 2435)
08-02
B7
7.c
Packet Pg. 972 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ,..,
• Teratest Labs, Inc.
One-Dimensional Swell or Settlement
Potential of Cohesive Soils
(ASTM D 4546)
Project Name: West Barton Bridge Replacement Tested By: ACS Date: --- Project No.: 235-01 Checked By: LF Date:
Boring No.: 8-4 Sample Type: Drive
Sample No.: 2A Depth (tt) 6.0
Sample Description: Brown Cla~e~ Sand (SC)
Initial Dry Density (pct): 122.1 Final Dry Density (pct):
Initial Moisture (%): 13.50 Final Moisture (%) :
Initial Length (in.): 1.0000 Initial Void ratio:
Initial Dial Reading: 0.2325 Specific Gravity(assumed):
Diameter(in): 2.416 Initial Saturation (%)
Apparent Load Swell (+ ) I
Pressure (p) Final Reading Settlement (-) I
(kst) (in) Thickness Compliance % of Sample Void Ratio
(in) (% ) Thickness
0.100 0.2323 0.9998 0.00 -0.02 0.3807
0.700 0.2222 0.9897 0.08 -1.03 0.3679
H2O 0.2253 0.9928 0.08 -0.72 0.3721
Percent Swell I Settlement After Inundation = 0.31
I Void Ratio - Log Pressure Curve I
0.3820
0.3800
0.3780
0.3760
0 ~
'" 0.3740 "C ·0
>
0.3720
0.3700
0.3680
0.3660
,
I I I I
,
I I- l.~J_
\ I
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\ lil,i ,
, -I- . --
i
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l Inundate with
Tap water -III
1 H I I I
I i I !
,
1/8/2003
1/10/2003
122.4
15.3 0.3810
2.70 95.7
Corrected
Deformation
(%)
-0.02
-0.95
-0.64
0.100 1.000 10.000
Log Pressure (kst)
Teratest Labs, Inc.
One-Dimensional Swell or Settlement
Potential of Cohesive Soils
(ASTM D 4546)
Project Name: West Barton Bridge Replacement Tested By: ACS Date: 1/8/2003 Project No.: 235-01 Checked By: LF Date: 1/10/2003
Boring No.: 9—4 Sample Type: Drive
Sample No.: 2A Depth (ft) 6.0
Sample Description: Brown Clayey Sand (80)
Initial Dry Density (pcf): 122.1 Final Dry Density (pcf): 122.4 Initial Moisture (%): 13.50 Final Moisture (%) : 153‘
Initial Length (in): 1.0000 Initial Void ratio: 0.3810
Initial Dial Reading: 0.2325 Specific Gravity(assumed): 2.70 Diameter(in): 2.416 Initial Saturation (%) 95.7
Swell (+)
. . Apparent Load Corrected
Pressure (p) Flnal Reading Thickness Compliance Settlement H Void Ratio Deformation (ksf) (In) (in) M) A of Sample (%) Thickness
0.100 0.2323 0.9998 0.00 —0.02 0.3807 -0.02
0.700 0.2222 0.9897 0.08 -1.03 0.3679 ~0.95
H20 0.2253 0.9928 0.08 -0.72 0.3721 -0.64
Percent Swell I Settlement After lnundation =
Void Ratio — Log Pressure Curve
0.3820
0.3800 \ «v --
0.3780 \ ~~ +4—
0.3760 . -0. __
o l
2 0.3740 \ w» ; - - O> \ (
0.3720 \ T 1 M a
0.3700 ‘ ( Inundate with 1* -~
/L Tap water J
/
0.3680 c. 2
0.3660
0.100 1.000 10.000
Log Pressure (ksf)
Swella-Cot/amB—‘mc at: BB
7.c
Packet Pg. 973 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction "'" +.J
• Teratest Labs, Inc,
One-Dimensional Swell or Settlement
Potential of Cohesive Soils
(ASTM D 4546)
Project Name: West Barton Bridge Replacement Tested By: ACS Date:
Project No.: 235-01 Checked By: IF Date:
Boring No.: B-6 Sample Type: Drive
Sample No.: 2 Depth (ft,) 5,0
Sample Description: Yellowish Brown lean Clay with Sand (Cl)s Initial Dry Density (pcf): 110,7 Final Dry Density (pcf):
Initial Moisture (%): 9.25 Final Moisture (%) :
Initial length (in.): 1.0000 Initial Void ratio:
Initial Dial Reading: 0.2084 Specific Gravity(assumed):
Diameter(in): 2.416 Initial Saturation (% )
Apparent load Swell (+)
Pressure (p) Final Reading Thickness Compliance Settlement (-) Void Ratio (ksf) (in) (in) (%) % of Sample Thickness
0,100 0.2083 0,9999 0.00 -0.01 0.5229
0.600 0.2042 0.9958 0.05 -0.42 0.5175
H2O 0.2039 0,9955 0.05 -0.45 0,5170
Percent Swell J Settlement After Inundation = -0.03
I Void Ratio - Log Pressure Curve I
0.5240
0.5220
o
~
(Y 0.5200
'" '0
>
0.5180
~
\
II
1\
\
\
\ 1 I
I') ~
I
1 \1
.~ I
, I I
I
!
.~ I ,
,
I
i
I
I: I
1\1
1/1 Inundate with I i
W
Tap water I
i 1
-I
I ,
I
I
I I
1/8/2003
1/10/2003
110.5
18.8 0,5231
2,70
47.7 Corrected
Deformation
(%)
-001
-0.37
-0.40
0.5160
0.100 1.000 10.000
log Pressure (ksf)
,
S_'I or CoilapseB·6 112 t! 5)1/' 89
0 One-Dimensional Swell or Settlement
gTeratest Labs, Inc, Potential of Cohesive Soils
%’ (ASTM D 4546)
Project Name: West Barton Bridge Replacement Tested By: ACS Date: 1/8/2003 Project No.: 235-01 Checked By: LF Date: 1/10/2003
Boring No.: B—6 Sample Type: Drive
Sample No.: 2 Depth (ft) 5.0
Sample Description: Yellowish Brown Lean Clay with Sand (CL)s initial Dry Density (pct): 110.7 Final Dry Density (pct): 110.5 initial Moisture (%): 9.25 Final Moisture (%) : 18.8
Initial Length (in.): 1.0000 initial Void ratio: 0.5231 Initial Dial Reading: 0.2084 Specific Gravity(assumed): 2.70 Diameterfln): 2.416 initial Saturation (%) 47.7
Swell (+)
. . ‘ Apparent Load Corrected
Pressure (p) Final Reading Thickness Compliance Settlement H Void Ratio Deformation (ksf) (in) (in) (‘70) A of Sample (%) Thickness
0.100 0.2083 0.9999 0.00 -0.01 0.5229 -0.01
0.600 0.2042 0.9958 0.05 -0.42 0.5175 -0.37
H20 0.2039 0.9955 0.05 -0.45 0.5170 —0.40
Percent Swell I Settlement After lnundation =
Void Ratio - Log Pressure Curve
0.5240
0.5220 \
O
in
6? 05200 \
\\ .
l [ lnundate with
0.5180 r ,I/ . Tap water _ 2.. F _
|
l
0.5160 !
0.100 1.000 10.000
Log Pressure (ksf)
Swallollapn 3-6 ag a»: BQ
7.c
Packet Pg. 974 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
6.00 5.00
--
c ..-- 6 4.
00 / V>
V>
Q) 3.00 ~
1ii / ~
'" Q)
.<:: 2.00
/~ (f)
1.00 It?- I I
0.00 i I I
0 0.1 0.2 0.3
Horizontal Deformation (in.)
6.00 ,
I
5.00 .
c I
6 4.
00 V>
V>
Q) 3.00 ~
1ii ,
I ~
'" I Q)
.<:: 2.00
(f)
1.00 0.00
0.00 2.00 4.00 6.00 8.00 10.00 12.00
Normal Stress (ksf)
Normal Stress (kip/ft2) 2.000 4.000 8.000
Peak Shear Stress (kip/ft2) • 1.250 m 2.600 8 5.126
Shear Stress @ End of Test (ksf) 0 1.238 0 2.600 /::,. 5.126 Deformation Rate (in.lmin.) 0.0025 0.0025 0.0025
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 I 2.415
Initial Moisture Content (%) 7.60 7.60 7.60
Dry Density (pcf) 90.1 90.9 I 90.5
Saturation (%) 23.6 24.0 23.8
Soil Height Before Shearing (in.) 0.9033 0.8575 I 0.8234 Final Moisture Content (%) 20.6 17.9 16.7 --
DIRECT SHEAR Boring No.: B-1 Project No. 235-01
:~~T£nAT£~Srr Sample No.: 2 West Barton Bridge .,"'-! _ ..... ~~., ~. oJ ........ ... ~ TEST RESUL TS Depth (ft) 5.0 Repla cement Con$oIlda/ed Drained - ASTM 0 3080 Soil Description: Strong Brown S~ty Clay with SaM (CL-Ml)s 08-02 OS 8 '.2@5xl$
810
6.00 1
E
5.00 4.00
‘ M
U)
(I)
2 a
5 ED
5U)
l
l
0 0.1 0.2 0.3
Horizontal Defamation (in.)
6.00 ‘
5.00 : L
c: 2
g 4.00 I
w _
m — g 3.00
to I
§ :
.c 2.00
‘0 2
1.00 : .
0.00 ‘ 0.00 2.00 4.00 6.00 8.00 10.00 12.00
Normal Stress (ksf)
Normal Stress (kip/ft”) 2.000 4.000 8.000
Peak Shear Stress (kip/ft!) I 1.250 I 2.600 A 5.126
Shear Stress@ End of Test (ksf) O 1.238 1] 2.600 A 5.126 Deformation Rate (in./min.) 0.0025 0.0025 0.0025
initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 7.60 7.60 7.60
Dry Density (pcf) 90.1 90.9 90.5
Saturation (%) 23.6 24.0 23.8
Soil Height Before Shearing (in.) 0.9033 0.8575 0.8234
Final Moisture Content (%) 20.6 17.9 16.7
Boring No.: 8-1 Project No.: 235-01
f. Tag-amaze? gégicgEZZi¢§ Sample No.: 2 West Barton Bridge A38 ‘W Depth (ft) 5.0 Replacement
ConsolidulodDrained-ASTMDSOGO Soil Description; Strong BlmnSiltiaywlthSandiCL—MLb 08-02 ass-1:295:13
B10
7.c
Packet Pg. 975 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
5.00 4.00 ~
/ c
U)
.><
:; 3.00 U)
/~ Q)
~
Ui
~ I co 2.00 V .r:::
Q) --....... ~ CJJ
1.00 0.00
0 0.1 0.2 0.3
Horizontal Deformation (in.)
5.00 4- &.
4.00 I I
C
U)
.><
:; 3.00 U) I Q)
~ [P Ui
~ 2.00 I co -----, Q)
.c
CJJ
1.00 0.00
0.00 2.00 4.00 6.00 8.00 1000
Normal Stress (kst)
Normal Stress (kip/ft2) 2.000 4.000 I
, 8.000
Peak Shear Stress (kip/ft') • 2.042 III! 2.834 8. 4.711 Shear Stress @ End of Test (kst) 0 1.266 0 2.435 8. 4.462 Deformation Rate (in.imin.) 0.0017 0.0017 0.0017
Initial Sample Height (in.) 1.000 1.000 I 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 13.76 13.76 13.76
Dry Density (pet) 119.6 119.7 120.0
Saturation (%) 90.7 90.9 i 91.8 I Soil Height Before Shearing (in.) 0.9909 0.9796 I
0.9794
Final Moisture Content (%) 16.4 16.0 15.3 "_
DIRECT SHEAR Boring No.: B-2 Project No.: 235-01
g~TEnt\TES r
TEST RESUL TS Sample No.: 3 West Barton Bridge .,,:.:::. ~ ~~~, .... ';,'~ ....... :~ ;:., ....... Depth (ft) 8.0 Replacement Consolldsted Drained · ASTM D 3080 Soil Description: Dark Ye~sh tlrown lean Clay WIth Sar>d (CL)~ 08-02 OS B-2 #3@ 8 xis
611
_ WA A -- -- AAA‘ A..-A.
4.00 ‘
‘3 I
it, - 8 3.00
E
5 a 2.00
a.)
.l: m
1.00 a
0.00 '0 0.1 0.2 0.3
Horizontal Defamation (in.)
5.00 _ A
I A
4.00 fig - x
I; 3.00 a, - 2
a : + J
E 2.00 a; _
.E03 ._ C) 1.00 ‘
0.00 ‘ 0.00 2.00 4.00 6.00 8.00 10.00
Normal Stress (ksf)
Normal Stress (kip/ftz) 2.000 4.000 8.000
Peak Shear Stress (kip/f?) O 2.042 I 2.834 A 4.711
Shear Stress @ End of Test (ksf) O 1.266 El 2.435 A 4.462 Deformation Rate (in./min.) 0.0017 0.0017 0.0017
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 13.76 13.76 13.76
Dry Density (pcf) 119.6 119.7 120.0
Saturation (%) 90.7 90.9 91.8
Soil Height Before Shearing (in.) 0.9909 0.9796 0.9794
Final Moisture Content (%) 16.4 16.0 15.3
Boring No.: B-2 Project No.: 235-01 3.. DIRECT SHEAR .Niflfi?f$ TEST RESULTS Sample No.: 3 West Barton Bridge “N 3.3.... Depth (ft) 8.0 Replacement Consolidated Dmined—ASTMDMEO Soil Description; Dvsharua-mchywims-micm 08-02 os e—zwag axis a
B11
7.c
Packet Pg. 976 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
5.00 4.00 ~
/ c
on
'" ';;;' 3.00 / on
~
U5
OJ
~ 2.00 ~
/~ I Q)
.<::
(j) I
I
1.00 V I I
000
0 0. 1 0.2 0.3
Horizontal Deformation (in.)
5.00 I
4.00 c
on
'" ';;;' 3.00 on
~ Q)
~
U5 I
~
OJ 2.00 Q)
I .<::
(j) 4
1.00 I
0.00 0.00 2.00 4.00 6.00 8.00 10.00
Normal Stress (kst)
Normal Stress (kip/ft') 2.000 4.000 8.000
Peak Shear Stress (kip/fl') • 1.362 II!! 2.535 1& 4.876 Shear Stress @ End of Test (kst) 0 1.359 0 2.535 \6 4.876 Deformation Rate (in.lmin.) 0.0017 0.0017 0.0017
Initial Sample Height (in.) 1.000 1.000 I 1.000
Diameter (in.) 2.415 2.415
I
2.415
Initial Moisture Content (%) 7.03 7.03 7.03
Dry Density (pct) 105.4 106.2 I 106.8
Saturation (%) 31.7 32.4 I 32.8
Soil Height Before Shearing (in.) 1.0421 0.9433 i 0.9190 I Final Moisture Content (%) 19.4 16.9 ~ 15.5 __ DIRECT SHEAR Boring No.: B-3 Project No.: 23S-01
.f£;i'''E~~~:ST TEST RESUL TS Sample No.: 2 West Barton Bridge ,L~!l\'" , ., -, Depth (ft) 5.0 Replacement Consolidated Drained· ASTM D 3080 Soil Description: Brown Sandy Lean Clay s(CL) 08-02 OS B...J #[email protected]:s
81 2
5.00 1
4.00 :
C I
g _ m 3.00
m .- 8 . 5 : /
a 2.00 a) -
.Ca) . ‘ _____ A ..... --- u _ A- - 1.00 l W
0.00 Y i
0 0.1 0.2 0.3
Horizontal Deformation (in.)
5.00 A
4.00 ‘ C _ 3 3.00 .
e _ a I
a 2.00 Q) _
J:”’ - i 1.00
0.00 ‘ 0.00 2.00 4.00 6.00 8.00 10.00
Norma| Stress (ksf)
Normal Stress (kip/ft!) 2.000 4.000 8.000
Peak Shear Stress (kip/ft”) O 1.362 I 2.535 A 4.876
Shear Stress @ End of Test (ksf) O 1.359 I] 2.535 A 4.876 Deformation Rate (in./min.) 0.0017 0.0017 0.0017
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 7.03 7.03 7.03
Dry Density (pct) 105.4 106.2 106.8
Saturation (%) 31.7 32.4 32.8
Soil Height Before Shearing (in.) 1.0421 0.9433 0.9190
Final Moisture Content (%) 19.4 16.9 15.5
Boring No.: B—3 Project No.: 235.01 DIRECT SHEAR é‘gififiwfii‘? TEST RESULTS Sample N03 2 West Barton Bridge N. .030. 0... Depth (ft) 5.0 Replacement Consolidated Drainad-ASTM 03080 Soil Description: Brown Sandy Lean Clay s(CL) 03.02 DSBJfiZQSxIs aB12
7.c
Packet Pg. 977 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
6.00 5.00 -
I
c /" I g 4.00 I U)
U)
Q) 3.00 ~
iii I ~
'" Q)
.c 2.00
~ (JJ
1.00 I
I I
0.00 ·
0 0.1 0.2 0.3
Horizontal Deformation (in.)
6.00 5.00
c g 4.00 I
1 U)
U)
Q)
~
iii
~
'" Q)
.<::
(f)
3.00 2.00 ! i
1.00 0.00
0.00 2.00 4.00 6.00
Normal Stress (ksf)
8.00 10.00
Normal Stress (kip/It') 2.000 4.000 I 8.000
Peak Shear Stress (kip/It') • 1.836 l1li 2.391 I: ~ 5.004 Shear Stress @ End of Test (ksf) 0 1.375 0 2.370 L> 4.973 Deformation Rate (in .lmin.) 0.0020 0.0020 I 0.0020
Initial Sample Height (in.) 1.000 1.000 I 1.000
Diameter (in .) 2.415 2.415 I 2.415
Initial Moisture Content (%) 12.57 12.57 1
Dry Density (pcf) 115.6 115.7
12.57 116.3
Saturation (%) 74 .1 74.3 I 75.5
12.00 Soil Height Before Shearing (in.) 0.9915 0 9685 I 09723 I-:.F.;:.i n;;:;a:;.1 .:.:M.:.::;;is::.;t~u:-;;re:...C=o:;;nt;;:;e::.n::.t.1. «o;;:; Y0J-. ) __ J-_~16::; . .,;.1 __ !-._...J.§.2H ___ H_HHHH""L ~_,,_
DIRECT SHEAR
TEST RESUL TS
Boring No.: B-4
Sample No.: 2B
Depth (It) 6.5
COfIsoildflled Chintld - ASTM D 3080 Soil Description: Oark YellOWIsh Brown Lean Clay (eLl Project No.: 235-01
West Barton Bridge
Replacem ent
08-02
DS B-4 #28@(5)(1:-
813
6.00 _
5'00: WW:—-‘ 3‘ ‘L‘-* ‘r‘- ;.: _.._ E 4.00 :
g : /
b 3.00
(D : . . / .
2 2.00 a) - --- _ - ‘ _A_ _-
1.00 f
0.00 T l
0 0.1 0.2 0.3
Horizontal Deformation (in.)
6.00 1
5.00 :
g 4.00 : _ _
.3, E
b 3.00
‘0 I
: Ii- 5 2.00 : é
; C)
1.00 _ 0.00 ‘ 0.00 2.00 4.00 6.00 8.00 10.00 12.00
Normal Stress (ksf)
Normal Stress (kip/ft!) 2.000 4.000 8.000
Peak Shear Stress (kip/ftz) 0 1.836 I 2.391 A 5.004
Shear Stress@ End ofTest(ksf) O 1.375 C] 2.370 A 4.973
Deformation Rate (in./min.) 0.0020 0.0020 j 0.0020
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 12.57 12.57 12.57
Dry Density (pcf) 115.6 115.7 116.3
Saturation (%) 74.1 74.3 75.5
Soil Height Before Shearing (in.) 0.9915 0.9685 0.9723
Final Moisture Content (%) 16.1 16.0 14.6
igéfivqgas? DIRECT SHEAR gorlngl N3; . B-4 Project No.: 230—01
1.. £3! TESTRESULTS ampe 0.. 23 West Barton Bridge
R.Q‘fi3\ Depth (ft) 6.5 Replacement
Consolidated Drained - ASTM D 3080 Soil Description: Dark Yellowish Brown Lean Clay (CL) 08.02 05 B4 #28 @ 5.5.x]:
B13
7.c
Packet Pg. 978 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
7.00 6.00 ~
/ "'" i---
c 5.00
'" I 6
'" 4.00 '" I ~
U5
~ 3.00 // '" '" .c
(j) 2.00 fY 1.00
I
0.00 · ,
0 0.1 0.2 0.3
Horizontal Deform ation (in.)
7.00 6.00
c 5.00 ,
6 '" -
'" 4.00 '" '" I ~
U5 3.00 n ~
p I '" '" .c
(j) 2.00 • cD l 1.00
0.00 I
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00
Normal Stress (ksl)
Normal Stress (kip/ft') 2.000 4.000 I 8.000
Peak Shear Stress (kip/ft') • 1.843 III 3.118 &. 6.151
Shear Stress @ End of Test (ksl) 0 1.338 0 2.644 D,. 5.123 Deformation Rate (in.lmin .) 0.0033 0.0033 0.0033
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 6.46 6.46 6.46
Dry Density (pel) 118.1 117.5 116.5
Saturation (%) 40.9 40 .1 39.0
Soil Height Before Shearing (in) 0.9808 0.9714 0.9580
Final Moisture Content (%) 17.0 15.3 __ i ~ ____ 15.1 "N DIRECT SHEAR Boring No.: B-7 Project No.: 235-01
l:t;;;JEnA~:~rT TEST RESULTS Sample No.: 2 West Barton Bridge "LIl.!l'; """. Depth (ft) 9.0 Replacement
CoosO/ideted Drained - ASTM 0 3080 Soil Description: Yellowish Brown Silty Sand (SM) 08-02 OS 8-7 #2@ 9xfs
81 4
1 6.00 ' /_M_\
.12,
c
g 4.00
5.00 /
MW
2 ‘2m 3.00 l
. - _______________
0) j 'w m " z -
‘0 2.00 :
1.00 5 T
0.00 ‘0 0.1 0.2 0.3
Horizontal Deformation (in.)
7.00 6.00 A
(5 5.00
, é . - _ v v i _ _
3 4.00
93 ”.3 3.00 j i
g 1 :1
<0 2.00 j k
3 o
1.00 _
0.00 ' 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00
Normal Stress (ksf)
Normal Stress (kip/ft’) 2.000 4.000 3.000
Peak Shear Stress (kip/ft’) O 1.843 I 3.118 A 6.151
Shear Stress @ End of Test (ksf) O 1.338 1:] 2.644 A 5.123 Deformation Rate (in./min.) 0.0033 0.0033 0.0033
Initial Sample Height (in.) 1.000 1.000 1.000
Diameter (in.) 2.415 2.415 2.415
Initial Moisture Content (%) 6.46 6.46 6.46
Dry Density (pcf) 118.1 117.5 116.5
Saturation (%) 40.9 40.1 39.0
Soil Height Before Shearing (in.) 0.9808 0.9714 0.9580
Final Moisture Content (%) 17.0 15.3 15.1
' Boring No.: B-7 Project No.: 235-01
Pgamgfigvgg? DIRECT SHEAR Sample N0-1 2 West Barton Brid e 4’R.' vases. TEST RESULTS 9 m u Depth (ft) 9.0 Replacement Consolidated Drainad-ASTMDSOBO Soil Description: Yellowish Brown Silty Sand (SM) 0342‘ DS 8-? #2@ 9.xls 814
7.c
Packet Pg. 979 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction ,'T-o::--:.;-~ :\ -r ,;::: -'j ' 1"'
~;- '.:0:; '""""
EXPANSION INDEX of SO ILS
ASTM 0 4829
Pr ojccl NFlIllC West Bar1 0ll Brrd[l c Replacement
Projecl No 235-01
Bonng No B-4
Semple No Bulk
V,Slle I S<l rn pie Descn pilon Brown Silly Sanel (SM)
Dry WI of Soli + Coni
W I 01 Conlalner No
Dry WI. of SOil
(grn .)
Ig lll )
(gm.)
Weight Soi l Rel<l llled on #4 Sieve
Percent P<lssing # 4
MOLDED SPECIMEN
Specllnen Diameter
Specllnen Height
(I n )
( 111 )
WI CUIllP Sui I + Muld (g ill )
W t of Molel (gill .)
Specifi c Gr<lVlt y (Assllmecl)
Contalller No.
W ei WI. of Soi l + ConI. (gm .)
Dry W I of Soil + Cant (gm)
WI. of Contailler
MOlslure Content (%)
Wei DenSity (pel)
Dry Denslly (pcf)
VOICI Raila
Tolal POloslty
(gm .)
Pal e Volu me (CC)
Degree of Salurallon (% )
T('sl<,eI By H, C::;
CllPcked Bv LF
Deplh I It 1 n-t;
Before Tesl
4 01
1 0000
62192
20843
270
o
82040
752.70
000
8.99 124 7
1144
0 473
0321
565
51 .3
1000 00
000
1000 oc
000
100 00
1 0 1
, 0:,30
"
5520-3
538.03
208 <1 ::.
1f337
l ?,O l.1
I I I r,
') 5 I I
o "':'f
0, 11 1' as 09 02
D lt l J8 13 02
SPEC IMEN IN UNDATION III distil led wa ter for the penod of 24 h or e XJl(lll SHlll r ;l le 0 O()OZ III n Date
080902
080902
08,0902
08112.02
0811202
Tim e
15 00
15 10
15 12
730
1030
Pressure (pSI) Elepserl TlIl1P
(mill )
1 0 0
10 10
>I(ld Dlsl illed Watel 10 IIw Specllnen
10 2
1 0 3860
I 0 4040
ExpanSion Inelex (EI "" •. ) = «Final ReleJ - Inilial Rdg) I11Itl,,1 Tl lIck ) x 1000 ExpanSion Iml ex ( EI ) = EI ",. " - (50 -S ,,,,.,, ,)x((55+EI '''',I I 1220-S ,)1 "
Di;l l Rf', ujlllqs
" )
170
Ifj3
r ... ',00
130
130
- ., 1
27 B15
EXPANSION INDEX of SOILS
ASTM D 4829
Project Name: West Barton Bridge Replacement Tested By. ACS Date 08/09/02 Project No. : 235-01 Checked By LF Date 08/13/02
Boring No.2 84 Depth (ft) 0-5
Sample No. : Bulk
Visual Sample Description: Brown Silly Sand (SM)
Dl'y Wt. of Soil + Cont. (gm) 1000.00 ' Wt. of Container No (gm) 0 00 I 013/ Wt. of Soil (gm) 1000 00 ,‘
Weight Soil Retained on #4 Sieve 0.00 I
Percent Passing # 4 100.00
MOLDED SPECIMEN Before Test Atler Test
Specimen Diarneter (in) 4.01 4 01
Specimen Height (in.) 7 1.0000 1 0260
Wt Comp Soil + Mold (gm) 621.92 443 63
Wt. of Mold (gm) 208.43 0 I10
Specific Gravity (Assumed) 2.70 .2 70
Container N07 7 7 O 0
Wet Wt. of Soi|7+ Cont. (gm) 820.40 552.06
Dry Wt. of Sti+ Cont. (gm.) 752.70 588.03
Wt. of Container (gm) 0.00 208 43
Moisture Content (°/u) 7 8.99 16.37
Wet Density (pg) 7 7 124.7 130 4
Dry Density (pct) 7 114.4 111 6
Void Ratio 7 77 7 0.473 0 511
Total Porosity 0.321 0.338
Pore Volume 7(cc) 66.5 71 .3
Degree of Saturation (°/o) [ S Illens] 51.3 89 2
SPECIMEN INUNDATION in distilled water for the period of 24 ii or expansmn inte ': 0 0002 in in Date Time Pressure (psi) Elapsed Time Dial RHHUIHQS
(min) tin.)
08/09/02 15:00 1.0 0 0 0170
08/09/02 175210 1.0 10 i) 6163
Add Distilled Water to the Specimen
08/09/02 1512 1 0 2 0 6300
08/12/02 7:30 1.0 3860 0 0430
08/12/02 1030 1.0 4040 0 6-130
Expansion Index (El u...-..-.) = ((Final Rdg - Initial Rdg) / Initial Thick.) x 1000 2G 1 Expansnon Index ( El )7” = El mm. - (50 -S mu..«,.)x((65+El uni-r.) / (220—3 .)l 27 BIS
7.c
Packet Pg. 980 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
COMPACTION TEST
ASTM D 1557
Proj ect Name: -,W-,-",es::.:t-=:B",a",rt",o:.:. n -=:B,,-r:.::i d",g.::. e c..R",e",p",1 a:.::c:.:::e:.:.m:..::e",n-,-t __ T est ed By: J R S Date: 09/19/02 Project No.: 235-01 Calculated By : MTR Date: 09/20102
Boring No. : B-1 Depth (ft.) _"-0--=. 5 ____ _
Sample No. : N/A
Visual Sample Description:
Preparation Method:
Brown Sandy Silty Clay s(CL-ML)
[)<] Moist
D Dry
[)<] Mechanical Ram
D Manual Ram
Mold Volume (ft ') 0.033221
25 Ram Weight 10 LBS Drop 18 inches
o 5 75
TEST NO. 1 2 3 4 , 5 I 6
WI. Compo Soi l + Mold (gm.) 3705.0 3850.0 3881.0 3769.0 WI. of Mold (gm.) 1803.0 1803.0 1803.0 1803.0
Net Wt. of Soil (gm.) 1902.0 2047.0 2078.0 1966.0
Wet WI. of Soi l + Cont. (gm .) 483.80 491 .30 481.80 496.00 Dry Wt. of Soil + ConI. (gm.) 457.70 455.00 436.60 440.60 WI. of Container (gm.) 52.20 52.60 50.10 53.50
Moisture Content (%) 6.44 9.02 11 .69 14.31
Wet Density (pcf) 126.2 135.8 137.9 130.5
Dry Density (pcf) 118.6 124.6 123.5 I 114.1
Maximum Dry Density (pcf) I ~T' 27:0 i Optimum Moisture Content(%) 130.0 , PROCEDURE USED
[Xl P ro~ed u re A
Soil Passing NO.4 (4.75 mm) Sieve
Mold: 4 in. (101 .6 mm) diameter
Layers : 5 (Five)
.\ \ SP. GR. = 2.65 _
Blows per layer : 25 (twenty-five)
May be used if No.4 retained < 20%
o Procedure B
Soil Passing 3/8 in. (9.5 mm) Sieve
Mold : 4 in. (101 .6 mm) diameter
Layers : 5 (Five)
Blows per layer : 25 (twenty-five)
Use if + #4 > 20% and + 3/B .. < 20%
D Procedure C
Soil Passing 3/4 in. (19.0 mm) Sieve
Mold : 6 in. (152.4 mm) diameter
Layers : 5 (Five)
Blows per layer : 56 (fifty-six)
Use if + 3/8 in >20% and + ~ in <30%
Particle-Size Distribution:
·:4f:t::;~);'·::;:\ft;:; : 'oS: /'1
GR:SA:FI
Atterberg Limits:
:~~@f~ !.~[:~Sf~:h~:~d
;:-
u
Co
>-
·iii -
c:
CI>
Cl
~
Cl
125.0
120.0
115.0
11 0.0
0.0 I
/'
/
5.0 \ y SP. GR. = 2 .70 _
\ (\ SP. GR. = 2.7 5 -
J , \ 1\ I I I
1 if I \ i\ 1 1 1
1 1\ 1\ \
1/ ~ \ \ \
I , 1\ \
/ 1 I I 1\ \ 1\ I
I i \ ' \ i\ I I
1 \1 \ 1\ \ I
\ ,\
1\ \ \
\ \ \
! 1\ \
I ~ \ \ : I \ i 1\ \
\,\ ,
I 1 1\ \
I : 1 ! \ \
10.0 15.0 20.0
Moisture Content (%)
TEMTW COMPACTION TEST
17AM\ ASTM D 1557
Project Name: West Barton Bridge Replacement Tested By : JRS Date:
Project No.: 235-01 Calculated By 2 MTR Date:
Boring No.: 8-1 Depth (ft) 0-5
Sample No. 2 N/A
Visual Sample Description: Brown Sandy Silty Clay s(CL-ML) 09/19/02
09/20/02
Preparation Method: X Moist X Mechanical Ram
Dry Manual Ram
Mold Volume (ft 3) Ram Weight 10 LBS Drop 18 inches
0 2.5 5 7.5
TEST NO. 1 2 3 4 5 6
Wt. Comp. Soil + Mold (gm) 3705.0 3850.0 3881.0 3769.0
Wt. 0f Mold (gm.) 1803.0 1803.0 1803.0 1803.0
Net Wt. of Soil gm.) 1902.0 2047.0 2078.0 1966.0
Wet Wt. of Soil + Cont. (gm.) 483.80 491.30 481.80 496.00 Dry Wt. of Soil + Cont. (gm) 457.70 455.00 436.60 440.60 Wt. of Container (gm. 52.20 52.60 50.10 53.50
Moisture Content (°/0) 6.44 9.02 11.69 14.31
Wet Density (pcf) 126.2 135.8 137.9 130.5
Dry Density (pcf) 118.6 124.6 123.5 114.1
Maximum Dry Density (pcf) 5': Optimum Moisture Content(%) PROCEDURE USED 1300
Procedure A
Sol Passing No. 4 (4.75 mm) Slave
Mold : 4 in. (101.6 mm) diameter
Layers : 5 (Five)
Blows per layer : 25 (twenty-five)
May be used if No.4 retained < 20%
125.0
Procedure B
Sol Passing 3/8 in. (9.5 mm) Sieve
Mold : 4 in. (101.6 mm) diameter
Layers : 5 (Five)
Blows per layer : 25 (twenty-five)
Useif+#4>20%and+ 3IB“<20%
120.0
Procedure C
Soul Passing 3/4 In. (19.0 mm) Sieve
Mold : 6 in. (152.4 mm) diameter
Layers : 5 (Five)
Blows per layer : 56 (titty-six)
Use it + 3/8 in >20% and + ’A in <30%
Dry Density (pcf)
115.0
Atterber . A. . 110.0
0.0 5.0 10.0
Moisture Content (”16)
15.0 20.0
7.c
Packet Pg. 981 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
COMPACTION TEST
ASTM 0 1557
Project Name: -,W-,-e:::s:.:t-=B:.:a",rt"'0.:..cn -=B:.:.r:.:: i d",g.::. e -,-R.:.:e:r:p", 1 a:.:c:.::e.:..cm.:.:e",n-,-t __ T est e d By: J E S Date: 09/17/02 Project No.: 235-01 Calculated By : JHW Date: 09/19/02
Boring No.: B-6 Depth (ft.) 0-5 -""--"-----
Sample No. : .'-N.::./'-'-- A ___ _
Visual Sample Description : -=:.:.o=-::.::.:.-=-=.:.: nd""y~e::.:a:.:,- la:Ly-=s,,, (C::.::L) ____________ _ Preparation Method: o Moist
[K] Dry
[)(] Mechanical Ram
D Manual Ram
Mold Volume (ft ' )
-25%
0.03322 I
+0%
Ram Weight 10 LBS Drop 18 inches
+25% +5%
TEST NO. 1 2 3 4 5 6
WI. Camp. Soi l + Mold (gm.) 3747.0 3805.0 3750.0 3562.0 WI. of Mold (gm .) 1707.0 1707.0 1707.0 1707.0
Net WI. of Soil (gm .) 2040.0 2098.0 2043.0 1855.0
Wet WI. of Soi l + ConI. (gm .) 586.90 444.30 420. 40 517.00 Dry WI. of Soil + ConI. (gm.) 543.30 404.00 372.20 489.20 WI. of Container (gm.) 50.10 52.20 52.60 54.00
Moisture Content (%) 8.84 11 .46 15.08 6 .39
Wet Density (pcl) 135.4 139.2 135.6 123.1
Dry Density (pcl) 124.4 124.9 117.8 115.7
Maximum Dry Density (pcf) :,>1,27'.0"+ I Optimum Moisture Content('!o) 130.0 PROCEDURE USED
[X] P roced u re A
Soil Passing NO. 4 (4.75 mm) Sieve
Mold : 4 in. (101 .6 mm) diameter
Layers : 5 (Five)
\ , SP. GR. = 2.65 _
Blows per layer : 25 (twenty-five)
May be used if No.4 retained < 20%
D Procedure B
Soil Passing 3/8 in. (9.5 mm) Sieve
Mold : 4 in. (101 .6 mm) diameter
Layers: 5 (Five)
Blows per layer : 25 (twenty-five)
Use if + #4 > 20 % and + 3/8 " < 20%
D Procedure C
Soil Passing 3/4 in. (19.0 mm) Sieve
Mold : 6 in. (152.4 mm) diameter
Layers : 5 (Five)
Blows per layer : 56 (fifty-six)
Use if + 3/8 in >20% and + 0/, in <30%
Particle-Size Distribution:
I"':'"?;""})'}'}'"' x , . I
~
u
c.
>-
.'" '" c:
0 '"
1:-
0 \
II \
125.0
~
I
120.0 ! I
I I I
II 1 I
I
115.0 Ir
I
I
1 .\ IY" , SP. GR. = 2. 70 _
1\ r'\ v SP. GR. = 2. 75 -
\ \
I\. \ 1\
"\ \ \
~ \ 1\
\ \ \
I :\\ \ " \ \
I I \\ I
I ~ \ 1\ I \ \
\ \ ~
1\ \
1 \ 1\
\ ,\
I \ 1\
\ ~\ 1 \ \
GR:SA:FI
Atterberg Limits:
%!::~%ttN;:M~ti:;·' ::~%~::;~r I CL,PL,PI . 11 0.0
0.0 5.0 10.0 15.0 20.0
Moisture Content ('!oj
B1 7
Project Name:
COMPACTION TEST
ASTM D 1557
West Barton Brflge Replacement
Project No.: 235-01
Bon'ng No.: B-6
Sample No. : N/A
Visual Sample Description:
Tested By : JES Date: 09/17/02
Calculated By : JHW Date: 09/19/02
Depth (ft.) 0-5
Brown Sandy Lean Clay s(CL)
Preparation Method: Moist X Mechanical Ram
X Dry Manual Ram
Mold Volume (ft 3) Ram Weight 10 LBS Drop 18 inches
-2.5% +0% +25% +5%
TEST NO. 1 2 3 4 5 6
Wt. Comp. Soil + Mold (gm) 3747.0 3805.0 3750.0 3562.0
Wt. of Mold (gm) 1707.0 1707.0 1707.0 1707.0
Net Wt. of Soil (gm.) 2040.0 2098.0 2043.0 1855.0
Wet Wt. of Soil + Cont. (gm.) 586.90 444.30 420.40 517.00 Dry Wt. of Soil + Contm.) 543.30 404.00 372.20 489.20
Wt. of Container gm.) 50.10 52.20 52.60 54.00
Moisture Content (%) 8.84 11.46 15.08 6.39
Wet Density (pcf) 135.4 139.2 135.6 123.1
Dry Density (pcf) 124.4 124.9 117.8 115.7
Maximum Dry Density (pcf) Optimum Moisture Content(%)
PROCEDURE USED 1300
Procedure A
Salt Passing No. 4 (4.75 mm) Sieve
Mold : 4 in. (101.6 mm) diameter
Layers : 5 (Five)
Blows per layer: 25 (twenty-five)
May be used if No.4 retained < 20%
125.0
I; Procedure 3
ol Passing 3/8 in. (9.5 mm) Sieve
Mold: 4 in. (101.6 mm) diameter c Layers: 5 (Five) 3
Blows per layer: 25 (twenty-five) " Useif+#4>20%and+318"<20% r? 3 120.0
Procedure c 8
Soil Passing 3/4 in. (19.0 mm) Steve B.
Mold : 6 in. (152.4 mm) diameter D
Layers: 5 (Five)
Blows per layer: 56 (fifty-six)
Use if + 3/8 in >20% and + ‘A in <30% 115.0
110.0
0.0 5.0 10.0
Moisture Content (%)
15.0 20.0
B17
7.c
Packet Pg. 982 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
I TERA TEST LABS I R-VALUE TEST RESULTS I
PROJECT NAME: W.Barton Brid~e PROJECT NUMBER: 235-01
SAMPLE NUMBER: Bulk SAMPLE LOCATION: B-3 0-5'
SAMPLE DESCRIPTION: SM TECHNICIAN: GG
DATE SAMPLED 7131102
TEST SPECIMEN a b c
MOISTURE AT COMPACTION % 8.0 8.5 8.9
HEIGHT OF SAMPLE, Inches 2.46 2.54 2.53
DRY DENSITY, pcf 129.6 127.8 124.7
COMPACTOR AIR PRESSURE, pSf 300 250 200
EXUDATION PRESSURE, pSf 574 388 259
EXPANSION, Inches x 1Oex2-4 10 0 0
STABILITY Ph 2,000 Ibs (160 psi) 28 35 44
TURNS DISPLACEMENT 3.89 4.21 4.36
R-VALUE UNCORRECTED 75 68 60
R-VALUE CORRECTED 75 68 60
DESIGN CALCULATION DATA a b c
GRAVEL EQUIVALENT FACTOR 1.0 1.0 1.0
TRAFFIC INDEX 8.0 8.0 8.0
STABILOMETER THICKNESS, ft. 0.64 0.82 1.02
EXPANSION PRESSURE THICKNESS, ft. 0.33 0.00 0.00
EXPANSION PRESSURE CHART EXUDATION PRESSURE CHART
4.00 90
.E
Z 3.50 0 60
<ii
z 3.00 • < 00- 70
X • W 2.50
>-"'- 60 • '" ",.l!! " 2.00
w w
Z " 50 1.50 ~
'" !,1 ~ J: 1.00 " 40 >-
~
w
> 0.50
0 30
U 0.00
0.00 0.50 ' .00 , .SO 2.00 2.50 3.00 3.SO 4.00 20
COVER THICKNESS BY STABILOMETER in
feel
'0
0 R-VALUE BY EXPANSION: 79 600 700 600 soo 400 300 200 '00 0 R-VALUE BY EXUDATION: 63 EXUDATION PRESSURE (psi)
EQUILIBRIUM R-VALUE: 63
81 8
TERA TEST LABS R-VALUE TEST RESULTS
PROJECT NAME: W.Barton Bridge PROJECT NUMBER: 235-01
SAMPLE NUMBER: Bulk SAMPLE LOCATION: B-3 0-5'
SAMPLE DESCRIPTION: SM TECHNICIAN: GG
DATE SAMPLED 7/31/02
TEST SPECIMEN a b c MOISTURE AT COMPACTION % 8.0 8.5 8.9 HEIGHT OF SAMPLE, Inches 2.46 2.54 2.53
DRY DENSITY. pcf 129.6 127.8 124.7
COMPACTOR AIR PRESSURE. psf 300 250 200
EXUDATION PRESSURE, psf 574 388 259
EXPANSION, Inches x 10exp—4 10 O 0
STABILITY Ph 2.000105 (160 p30 28 35 44
TURNS DISPLACEMENT 3.89 4.21 4.36
R-VALUE UNCORRECTED 75 68 60
R-VALUE CORRECTED 75 68 60
DESIGN CALCULATION DATA 3 b c GRAVEL EQUIVALENT FACTOR 1.0 1.0 1.0 TRAFFIC INDEX 8.0 8.0 8.0
STABILOMETER THICKNESS, ft. 0.64 0.82 1.02
EXPANSION PRESSURE THICKNESS, ft. 0.33 0.00 0.00
EXPANSION PRESSURE CHART EXUDATION PRESSURE CHART
4.00 3.50
3.00 2.00
1.50 1.00
0.50 COVER THICKNESS BY EXPANSION In
feet
0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00
COVER THICKNESS BY STABILOMETER In
‘ feet
R-VALUE BY EXPANSION: 79
R—VALUE BY EXUDATION: 63
EQUILIBRIUM R-VALUE: 63
R-VALUE
600 500 400 300
EXUDATION PRESSURE (psi)
200
7.c
Packet Pg. 983 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
I TERA TEST LABS I R-VALUE TEST RESULTS I
PROJECT NAME: W.Barton Bridge PROJECT NUMBER: 235-01
SAMPLE NUMBER: Bulk SAMPLE LOCATION: B-70-5'
SAMPLE DESCRIPTION: SM TECHNICIAN: GG
DATE SAMPLED 7/31/02
TEST SPECIMEN a b c
MOISTURE AT COMPACTION % 9.2 9.5 9.7
HEIGHT OF SAMPLE, Inches 2.48 2.56 2.65
DRY DENSITY, pcf 128.7 124.1 126.7
COMPACTOR AI R PRESSURE, pSf 250 200 175
EXUDATION PRESSURE, psf 495 357 262
EXPANSION, Inches x 10exp-4 16 7 0
STABILITY Ph 2,000 Ibs (160 psi) 31 39 43
TURNS DISPLACEMENT 4.20 4.41 4.52
R-VALUE UNCORRECTED 71 64 60
R-VALUE CORRECTED 71 64 62
DESIGN CALCULATION DATA a b c
GRAVEL EQUIVALENT FACTOR 1.0 1.0 1.0
TRAFFIC INDEX 8.0 8.0 8.0
STABILOMETER THICKNESS, ft. 0.74 0.92 0.97
EXPANSION PRESSURE THICKNESS, ft. 0.53 0.23 0.00
EXPANSION PRESSURE CHART EXUDATION PRESSURE CHART
4.00 90 ." Z 3,50 0 80
in
z 3.00 ..:
0.. 70 •
X ,
W 2.50
>- • • "' - 60
tJl " tJl.2! 2.00
w w Z " 50 1.50 ~ " <
u
:;: " 0:
f- 1.00 40
a:
w
> 0.50
0 30
U 0.00
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 20
COVER THICKNESS BY STABILOMETER in
feet 10
0 R-VALUE BY EXPANSION: 74 800 700 600 500 400 300 200 100 0 R-VALUE BY EXUDATION: 63 EXUDATION PRESSURE (psi)
EQUILIBRIUM R-VALUE: 63
B19
TERA TEST LABS R-VALUE TEST RESULTS
PROJECT NAME: W.Balton Bridge PROJECT NUMBER: 235-01
SAMPLE NUMBER: Bulk SAMPLE LOCATION: 3-7 0-5‘
SAMPLE DESCRIPTION: SM TECHNICIAN: 66
DATE SAMPLED
TEST SPECIMEN a b c
MOISTURE AT COMPACTION % 9.2 9.5 9.7
HEIGHT OF SAMPLE. Inches 2.48 2.56 2.65
DRY DENSITY, pcf 128.7 124.1 126.7
COM PACTOR AIR PRESSURE. psf 250 200 175
EXUDATION PRESSURE. psf 495 357 262
EXPANSION, Inches x 10exp-4 16 7 0
STABILITY Ph 2,000 lbs (160 psi) 31 39 43
TURNS DISPLACEMENT 4.20 4.41 4.52
R-VALUE UNCORRECTED 71 64 60
R-VALUE CORRECTED 71 64 62
DESIGN CALCULATION DATA a b c
GRAVEL EQUIVALENT FACTOR 1.0 1.0 1.0
TRAFFIC INDEX 8.0 8.0 8.0
STABILOMETER THICKNESS, ft. 0.74 0.92 0.97
EXPANSION PRESSURE THICKNESS, ft. 0.53 0.23 0.00
EXPANSION PRESSURE CHART EXUDATION PRESSURE CHART
3.50 3.00
2.00 feet 1.50
1.00 0.50
COVER THICKNESS BY EXPANSION in
0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00
COVER THICKNESS BY STABILOMETER In
feet
R-VALUE BY EXPANSION: 74
R-VALUE BY EXUDATION: 63
EQUILIBRIUM R-VALUE: 63
R-VALUE
000 600500
axummou PRESSURE (pd)
200
7.c
Packet Pg. 984 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 'r ~'.:~ r? /\ '1" :.:':"j 'I'
L ,- ~ -:::; '~. SOIl. RESIST",n TEST
nOT C \ IT~ T :'3 ~ 1o .l3
PIOlect Neill" West BilI10ll Brrdge Repl;rcernellt Testect By Data tllput By
Deptll (It )
VJ
Protect No LF
Borrll9 No
235-0 t
B-3
Sal11ple No Bulk
S8111ple Descrrptloll SM
Initial Moisture Content (% )
0-5
Inllt.?!1 Soil WI \( 1111 ) \ 'dVI I
Box COllsIFIllt
lk~ 1 '. O~
Wet Wt of 5011 + ConI. (gill.)
01 Y Wt ul SUII + COllt (ym)
WI. of COlltalll cr (gm .)
Moisture COlltellt (%) (MCi)
172.48
16857
68.01 3.89 MC =«(( 1+Mcl 1001xtW"l/IJt+tl,-tIXtl'O
Remolded Specrrn ell
Water Added (ml) (Wa)
Adl MOisture COllt ellt (MC)
ReSistance Rdg (ohm)
Soi l ReSisti vit y (oh m- cm)
3920
3900
3880
r
c:
'! 3860
E
.r::.
0 ;::- 3848
\
\
\
\
>
Ui
'" Q) 3B20
c::
0 (j)
~~OO
~~ 0,'-"
1~'
\
MlIlllnurn Reo;;lstlvlty
(ohrn-elll)
MOIstUie Content
('
C' )T ...;.A Test ')3:": 6-1 1
3778 19 .9
\
150
1588
580
3913
MrHSllUP Arllllsjlllf'!1I -~
200
1987
560
3778
/
/
5RO
I
/
/
/
~ / -..
2r D
Moisture Content ("!o)
Sullate COlltellt
(ppm t
r.hlOlIfII~ ( Ofllr~1I1
q:PIl
DGT ,;'T.:.." -117P~l ll ,. ~~. I ,
167 52
I
,
I
I
I
( HI I I j
;:1 !
7.81 20.7
B20
«J tartan" m-~-~'- . . , . . . . , ‘ .. . :;:T~;’;_;g-:;.j sou. RESIST“ In FEM 7“ " DOTCA‘I'EST 532/043
Project Name: West Barton Bridge Replacement Tested By VJ Dill" 080.0 02 Project No : 235-01 Data Input By. LF Duti‘ me is. 02
Boring No: 3-3 Depth tit.) : 0-5
Sample No Bulk
Sample Description 5M
Initial Moisture Content (°/n)
Wet Wt. of Soil + Cont. (gm) 172.487 Initial Soil Wt (nml lWll 13.00 00 Dry Wt, of Suit + Cont. (gm) 168.57 Box Constant 23,7480 Wt of Container (gm) 68.01 7
Moisture Content (%) (MCi) 3.89 MC =(((1+MCi’100lX(Wfl“Wl+ I n-1 0:100 Remolded Specimen 7 7 Monsture AtllllSllllr-‘lllS
Water Added (ml) (Wa) 150 200 250
Adj. Moisture Content LMC) 15.88 19.87 2337
Resistance Rdgt (ohm) 7 7 7580 560 580
Soil Resistivity (ohm-cm) 3913 3778 3913
3920
3900 \\ f
3880 7 V /
E‘1’ 3860 \ /
cE , \. /
2. 3- 3840
2.3. ' 7 . ‘ 35
'8 3320
m \i /
'6 7
a) 3500 \ /
3780 \o’
3760
1': 0 :0 0
Moisture Content ("/0)
Minimum Resistivity Moisture Content Sulfate Content Chloride (".nmnnt ‘wil nH (ohm-cm) (%) (ppm) (ppm) It” —~"I[:l , ’1;
DOT CA Test532 i 643 oer CA Test-117 Fart ll mr ca n.» :p; " Jr r" - :32 5.13 3778 19.9 167 52 7.81 20.7
820
7.c
Packet Pg. 985 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction SOIl. RESISTI\Tn TEST
DOT C :\ E~T :'32 It·Ll
PrOject N~llle West Bel1ol1 BmJg e Rep ~cement Tesled By Data Inpill By
VJ
Project No 235 -01 LF
BOring No
Semple No
B-5
I . 8A. 9A
Sample Description SM
Initial Moisture Content (%)
Deptll (tt.) 29.3..$ 30
Initial SOil Wt 1(1111 ) llAili
Box Constant
os n(1 0:
1-;0000
,- - ... H)O
Wet WI 01 SOil + Cant. (gm .)
Dry Wt. of Soil + Cant. (gm )
WI. at Container (gm .)
Moisture Content (%) (MCi)
183.28
170.22
37.49 9.84 MC =((( 1 +Mc1/1 OO)x(Wa Wt" I II-IIX I 00
Remolded Specllnen
Water Added (rnl) (Wa)
Adj . MOisture Conlent (MC)
Resistance Rdg . (ohm)
Soil Resistivity (ohm-crn)
3600
3S00
E
'-!
E 3400 .c
a
.£
>
Vi
<f> 3300
a:: '"
.-
a
IJ)
3~OO
110(
~
Mirlimurn Reslsllvlty
(o llrn-C-rn)
MOlstu l e Conlenl
C%)
)( T ,:. T",st "iJ::2 !J-n
3160 21.5
MOisture AclllJ slllH-' !1tS
100
18.29 480
3238
~ /
150
2251
470
3171
/
/
Moisture Co ntent (%)
200
26 14
520
3503
'~
/
/
Sulfate Con tent
(ppm l
Chlomle Cnnlr:nl
(ppl11)
DOT CA Test .J 17 P,rl II T ..
73 44
I
I
I
'1;11 pH
!lrl rq
IU6 21.3
1 ]
B21
SOIL RESISTIYITY TES'I'
DOT (‘A TEST 532 i (.43
Project Name: West Barton Bridge Replacement Tested By : VJ Di-IN‘ 08/09/02 Proi'ect No. : 235—01 Data Input By: LF Date. 08 10:02
Boring N0: 8-5 Depth (ft) .- 29.34.39
Sample No.: 7. 8A. 9A
Sample Description: SM
Initial Moisture Content (%)
Wet Wt. of Soil + Cont. (gm.) 183.28 Initial 80“ Wt. (gm) (Wt) t30000 DflWl. of Soil + Congtgmi.) 7 170.22 7 7 Box Constant: H 7460 Wt. ot Container 7(g7m7.)7 i759
Moisture Content (%) (Mg 9.84 MC =(((1+Mci/100)x(Wa/Wt+1))-l1x100 Remolded Specifin 7 7 7 Moisture Adjustments
Water Added (ml) (Wa) 7 7 7 7 7 1007 ‘ 150 200
75(71j7lv7loisture Content (MC) ‘ 18.29 7 22.51 26.74
Resistance Rdg. (ohm) 7 7 7 7 7 74807 7 77 4770 520
Soil Resistivity (ohm-cm) 3238 3171 3508
3600 ‘ 7 ,. 7v 1
7 72,, , , iuiiiii,
3500 3")
E 1 LI, , l E 3400
.C.o. - i /
a j i ’ ' E ’ a’ ’i i " fiik /
.0; 7 l 7 A 7 7 7 1 —
‘5 3300
w - n:
:6 ‘ w a\
3200 \V
3100 J
15 0 20 0 :5 0
Moisture Content (%)
Minimum Resistivity Moisture Content Sulfate Content Chloride Content Brut pH (ohm-cm) (%) (ppm) (ppm) :1H Tame I '21
DOT on Test 53:: 543 7 oor CA Test 417 Part 11 DDT a; Tw-t 1:1; 0' r L. I“ 1 was .343 3160 21.5 73 44 8.36 21.3
B21
7.c
Packet Pg. 986 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction SOIL RESISTl\n, T r ST
nOT C. \ TE~T :" J~ cd 3
ProJPct ~lllP Wpst B~110 n Brrdue Reptacl' lllen t Tested By VJ ProlPcl No 235-0 1
Borr nCj No
S::trn ple No Bulk
Srl lll pip D t"sC! Ipl lOll S M
tllitial Mo ist ure CO lltent (%)
Data Input Bv LF
Deplll (II )
Ill ltl nt Soli W I (0 111\ 1\1\/1
Box COll stnll1
n::: , • 0:::
1 '-lC'\ 00
,; - 1' )0
Wet W t 01 SOil + Cant (grn .)
Dry W t of SOil + Cant (gill .)
WI. of Container (grn .)
MOisture Content (% ) (MCi)
14 5.22
141 23
53.81 456 MC =((( 1 +Mc,1 I OO )XIW,l WI c I ll- l lx 100 Remold ed Speerrn en
Wat er Added (ml) (Wa)
Ad] MOisture Content (MC)
Resistance Rdg (ohm)
Soil Resistivit y (ohm-ern)
3350
E 3:50
<lI.
\
3300
y
E
.c
0 >. 3:.:00 -
>
-'" '" ClJ
a:: -.. ,so .-
0 (f)
l i DO
lose
\
MlIlIITltl rn Resistiv ity
(o llf Tl-r~ rn )
M Oistur e Conte nt
(:)Jr.)
3100 21.1
150
16.63 490
3306
\ ~
200
2065
460
3 103
//
~ /'
Moisture Content (% )
Sulfate Conlenl
(ppm )
0', T :.... TeST ..l1; P3r 1 1i
116
Chlorld,· ( ,! t, Il'
In) r 11 I
52 ,/,1
/'
)
I
,
I
I
I
I
I) I
I 87 20,7
B22
SOIL RESIS'I‘IVI'I‘Y TICS'I'
DOT ('A TEXT 53: l 1.45
F’TOI'E‘Ct Name: West Bolton Bridge Replacement Tested By VJ Unto La 0:
Protect N01 : 235-01 Data Input By. LF Datu- 03 t: 02
50”“9 N0 5-7 Depth (it) on,
Sample No Bulk
Sample Description: SM
Initial Moisture Content (%)
Wet Wt. 018011 + Cont. (gm) 145.22 Initial SOII Wt (gm) 1t 1300.00 Dry Wt. of Soil + Cont. (gm) 141.23 Box Constant 3 7-450 Wt. of 001073017617 (gm) 53.81
Moisture Content (‘16) (MCi) 4.56 MC =(((1+Mci/100)x(Wn:Wt+ln-l1x100 Remolded Specimen Moisture Adjustments
Water Added (ml) (Wa) 150 200 250
Adj. Moisture Content (MC) 16.63 V 20.65 2d F7
7 Resistance Rdg. (ohm) 7 7 7 490 ‘ 460 470
Soil Resistivity (ohm-cm) 3306 3103 3171
3350
3.300 q V
E 3:50 7
‘1’
E
1: 2. u
3 3200
IE
E.
In 7 7 /3
(D
E 3150 "
.5 7 , , i\ /
(D
3100 7 \ /
3050 J
1: 0 :0 0 ’ Moisture Content (“/n)
Minimum Resistivity Moisture Content Sulfate Content Chloride (hum-ant —'-.n nit (ohm-cm) (9’0) (ppm) (ppm) [1H '1‘) '.
DOT CA Test 532 ‘54; DOT CA Test 417 Part II DCIT ‘:A T---: 4,, ' ‘2 a4“ 3100 21.1 116 52 7.87 20.7
822
7.c
Packet Pg. 987 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX
C
REVIEW COMMENTS AND DYA RESPONSE
7.c
Packet Pg. 988 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX C - REVIEW COMMENTS AND DYA RESPONSE
C-1
K:\DATAFLSPROJECTS\200\235-01\REPORT\WEST BARTON BRIDGE REPORTDOC
7.c
Packet Pg. 989 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
DISTRIBUTION
5 copies: Ms. Roya Golchoobian
T. Y. Lin International
5030 Camino De La Siesta
Suite 204
San Diego, CA 92108
QUALITY CONTROL REVIEWER
Allen M. Yourman Jr., P.E., G.E.
Vice President
GKGNRNZImw
K:\DATAFLS\PROJECTS\200\235—01\REPORT\WEST BARTON BRIDGE REPORTDOC
7.c
Packet Pg. 990 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX E
ENVIRONMENTAL DATABASE INFORMATION
7.c
Packet Pg. 991 Attachment: Exhibit C_Part1 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
APPENDIX E
ENVIRONMENTAL DATABASE INFORMATION
7.d
Packet Pg. 992 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
FORM-LBC-KXG
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Barton Road Bridge Removal and Road Construction
Barton Road, West of Grand Terrace Road
Colton and Grand Terrace, San Bernardino County, CA
Inquiry Number: 5726802.2s
July 24, 2019
7.d
Packet Pg. 993 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 306
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-10
Physical Setting Source Map Findings A-12
Physical Setting Source Records Searched PSGR-1
TC5726802.2s Page 1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2019 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.
TABLE OF CONTENTS
7.d
Packet Pg. 994 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 1
J & L EQUIPMENT ANDSERVICE21825 BARTON RDGRAND TERRACE, CA 92313S109254429 A3< 1/81 ft.964 ft.Higher
X
HOUSTON & HARRIS PCS INC21831 BARTON RDGRAND TERRACE, CA 92313S108087285 A2< 1/81 ft.964 ft.Higher
X
HOUSTON & HARRIS PCS, INC.21831 BARTON RDGRAND TERRACE, CA 923131024813418 A1< 1/81 ft.964 ft.Higher
SURROUNDING SITESSEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sTARGET PROPERTYSEARCH RESULTSSite The results of this search follow:A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR).
EXECUTIVE SUMMARY
7.d
Packet Pg. 995
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 2
X
CLINICAL LAB OF SAN BDNO21881 BARTON RDGRAND TERRACE, CA 92313S100858931 C8ESE< 1/8294 ft.972 ft.Higher
X
STATER BROTHERSDISTRIBUTION21700 BARTON RDCOLTON, CA 92324S100874979 B7WNW< 1/836 ft.955 ft.Lower
X X X X X X X
STATER BROS21700 BARTON RDCOLTON, CA 923241000401484
B6WNW< 1/836 ft.955 ft.Lower
CM MOTORSPORTS21800 BARTON RD STE 102GRAND TERRACE, CA 92313S108419360 A5NE< 1/816 ft.959 ft.Higher
LAWNMOWERS & MORE21829 BARTON RDGRAND TERRACE, CA 92313S112274066 A4< 1/81 ft.964 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 996
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 3
X
MC MINN EQUIPMENT RENTAL& LEASING INC21801 BARTON RDGRAND TERRACE, CA 923131024835732 D13SE< 1/8352 ft.963 ft.Higher
X
CASEY, GEORGE/ETHYLTRUST21801 BARTON RDCOLTON, CA 92324S106924073 D12SSE< 1/8315 ft.960 ft.Higher
X
CB TYRES RECYCLINGRESOURCES, LLC21801 BARTON RD STE DGRAND TERRACE, CA 92313S109935846 D11SSE< 1/8315 ft.960 ft.Higher
X X
GEORGE F AND ETHEL CASEYTRUST21801 BARTON RDCOLTON, CA 92324U001574672 D10SSE< 1/8315 ft.960 ft.Higher
X
CLINICAL LAB OF SANBERNARDINO21881 BARTON RDGRAND TERRACE, CA 923131024791657 C9ESE< 1/8294 ft.972 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 997
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 4
X
IN & OUT PAINT & BODY/BLUEMOUNTAIN COLLISION12190 LA CROSSE AVEGRAND TERRACE, CA 923131024819215 F18SE< 1/8556 ft.970 ft.Higher
X
1ST CERTIFIED COLLISIONGRAND TERRACE12190 LA CROSSE AVEGRAND TERRACE, CA 923131024859508 F17SE< 1/8556 ft.970 ft.Higher
X
MICHAEL J CRIMER21850 GRAND TERRACE RDGRAND TERRACE, CA 92324U001574685 E16NE< 1/8403 ft.965 ft.Higher
X
BEN REYNOLDS21850 GRAND TERRACE RDGRAND TERRACE, CA 92324U001574641 E15NE< 1/8403 ft.965 ft.Higher
X X X
MC MINN EQUIP RENTAL &LEASING21801 E BARTON RDGRAND TERRACE, CA 92313S106911441 D14SE< 1/8352 ft.963 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 998
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 5
X
TIMS MOBILE TRUCK REPAIRINC2277 LA CROSSE AVE # 302COLTON, CA 923241024823856 H23SSE1/8-1/4666 ft.963 ft.Higher
TIM’S MOBILE TRUCK REPAIRINC2277 LA CROSSE AVE UNIT 302COLTON, CA 92324S110497036 H22SSE1/8-1/4666 ft.963 ft.Higher
ANIMAL EMERGENCY CLINIC12022 LA CROSSE AVEGRAND TERRACE, CA 92313S105974274 G21East< 1/8626 ft.982 ft.Higher
AUTO DIAGNOSTICSSERVICES12028 LA CROSSE AVEGRAND TERRACE, CA 92313S109598400 G20East< 1/8621 ft.982 ft.Higher
X X
1ST CERTIFIED COLLISIONGRAND TERRACE12190 LA CROSSE AVEGRAND TERRACE, CA 92313S113151245 F19SE< 1/8556 ft.970 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 999
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 6
X
PRECISION MOTION INC2281 LA CROSSE AVE STE 508COLTON, CA 923241024839431 J28South1/8-1/4891 ft.955 ft.Lower
X
PRECISION MOTION2281 LA CROSSE AVE STE 508COLTON, CA 92324S113462837 J27South1/8-1/4891 ft.955 ft.Lower
AIR LIQUIDE AMERICA CORP2185 LA CROSSE AVECOLTON, CA 92324S106910660 I26SSE1/8-1/4778 ft.963 ft.Higher
ORKIN PEST CONTROL #7542233 LA CROSSE STCOLTON, CA 92324S109521096 I25SSE1/8-1/4778 ft.963 ft.Higher
X X
TIM’S MOBILE TRUCK REPAIR,INC.2277 LA CROSSE AVENUE #302COLTON, CA 92324S118231858 H24SSE1/8-1/4666 ft.963 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1000
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 7
SUPERIOR POOL PROD LLC22060 COMMERCE WAYGRAND TERRACE, CA 92313S104770825 L33ESE1/8-1/41047 ft.979 ft.Higher
X
FRANK/SARA WISSA21900 BARTON RDGRAND TERRACE, CA 92324S121693612 K32ENE1/8-1/4949 ft.982 ft.Higher
A-1 CLEANER21900 BARTON RDGRAND TERRACE, CA 92313S104763144 K31ENE1/8-1/4949 ft.982 ft.Higher
X X
A-1 CLEANERS SANBAG21900 BARTON ROADGRAND TERRACE, CA 92313S113138252 K30ENE1/8-1/4949 ft.982 ft.Higher
X
A-1 CLEANERS, CHU CHANG21900 BARTON RD #130GRAND TERRACE, CA 92313S121695679 K29ENE1/8-1/4949 ft.982 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1001
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 8
X X
STATER BROS MARKETS375 DE BERRY STCOLTON, CA 92324U001574704 M38SSW1/8-1/41251 ft.949 ft.Lower
ONESOURCE DISTRIBUTORS,LLC22075 COMMERCE WAYGRAND TERRACE, CA 92313S110169004 L37ESE1/8-1/41244 ft.980 ft.Higher
X
HUNTER LANDSCAPE INC275 DEBERRY STCOLTON, CA 923241024850629 M36SSW1/8-1/41241 ft.946 ft.Lower
X X
IMPORT CYCLES12229 LA CADENA DRCOLTON, CA 92324S104767109 35SW1/8-1/41238 ft.939 ft.Lower
X
AUTO DIAGNOSTICSERVICES2273 LA CROSSE AVE STE 101COLTON, CA 92324S110986966 34South1/8-1/41134 ft.954 ft.Lower
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1002
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 9
X
QWIK STOP ARCO22087 BARTON RDGRAND TERRACE, CA 92324S102039535 N43East1/4-1/21633 ft.993 ft.Higher
X X X X
QUICK STOP #522087 BARTON RDGRAND TERRACE, CA 92324U001574688 N42East1/4-1/21633 ft.993 ft.Higher
TEXACO22045 BARTON ROADCOLTON, CA 92324U000032929
N41East1/4-1/21537 ft.990 ft.Higher
X
FORMER SHELL STATION22045 BARTON ROADGRAND TERRACE, CA 92313S106660960 N40East1/4-1/21388 ft.988 ft.Higher
X X X
GRAND TERRACEMARKETPLACE22045 BARTON RDGRAND TERRACE, CA 92313S101301127 N39East1/4-1/21388 ft.988 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1003
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 10
X
EPTC-HIGHGROVE12600 TAYLOR STCOLTON, CA 92324S104573777 P48South1/2-14262 ft.950 ft.Lower
X
REPLANET LLC22201 BARTON RDGRAND TERRACE, CA 92313S111311532 47East1/4-1/22330 ft.1010 ft.Higher
X X
GT PITSTOP AUTO SPORTS22115 BARTON RDGRAND TERRACE, CA 92313S104565338 O46East1/4-1/21850 ft.998 ft.Higher
X
GRAND TERRACE GAS-UP#260322115 BARTON RDGRAND TERRACE, CA 92324S104025256 O45East1/4-1/21850 ft.998 ft.Higher
X X
GRAND TERRACE GAS-UP22115 BARTON RDGRAND TERRACE, CA 92324S101619237 O44East1/4-1/21850 ft.998 ft.Higher
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1004
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
TC5726802.2s Executive Summary 11
X X
K & J ENTERPRISES21750 MAIN STREETGRAND TERRACE, CA 92324S104767488 51South1/2-15216 ft.961 ft.Higher
X X X
HIGH SCHOOL NO. 3MAIN STREET/TAYLORSTREETGRAND TERRACE, CA 92313S105954559 50SSE1/2-15135 ft.1003 ft.Higher
X X
EPTC-HIGHGROVE12600 TAYLOR ST.COLTON, CA 923241000167568 P49South1/2-14262 ft.950 ft.Lower
NPL
Proposed NPL
NPL LIENS
Delisted NPL
FEDERAL FACILITY
SEMS
SEMS-ARCHIVE
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
LUCIS
US ENG CONTROLS
US INST CONTROL
ERNS
RESPONSE
ENVIROSTOR
SWF/LF
LUST
INDIAN LUST
CPS-SLIC
FEMA UST
UST
AST
INDIAN UST
INDIAN VCP
VCP
BROWNFIELDS
US BROWNFIELDS
WMUDS/SWAT
SWRCY
HAULERS
INDIAN ODI
DEBRIS REGION 9
ODI
IHS OPEN DUMPS
US HIST CDL
HIST Cal-Sites
SCH
CDL
Toxic Pits
CERS HAZ WASTE
US CDL
PFAS
SWEEPS UST
HIST UST
CA FID UST
CERS TANKS
LIENS
LIENS 2
DEED
HMIRS
CHMIRS
LDS
MCS
SPILLS 90
RCRA NonGen / NLR
FUDS
DOD
SCRD DRYCLEANERS
US FIN ASSUR
EPA WATCH LIST
2020 COR ACTION
TSCA
TRIS
SSTS
ROD
RMP
RAATS
PRP
PADS
ICIS
FTTS
MLTS
COAL ASH DOE
COAL ASH EPA
PCB TRANSFORMER
RADINFO
HIST FTTS
DOT OPS
CONSENT
INDIAN RESERV
FUSRAP
UMTRA
LEAD SMELTERS
US AIRS
US MINES
ABANDONED MINES
FINDS
DOCKET HWC
UXO
ECHO
FUELS PROGRAM
CA BOND EXP. PLAN
Cortese
CUPA Listings
DRYCLEANERS
EMI
ENF
STANDARD ENVIRONMENTAL RECORDS ADDITIONAL ENVIRONMENTAL RECORDS Map IDDirectionDistanceDistance ft.Elevation ft.
TARGET PROPERTY ADDRESSBARTON ROAD BRIDGEBARTON ROAD AND TERRACE ROADCOLTON, CA 92324Elevation: 959 ft.EDR Inquiry Number: 5726802.2sSURROUNDING PROPERTYSEARCH RESULTSSite
EXECUTIVE SUMMARY
7.d
Packet Pg. 1005
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 230 kV
110 kV
60 kV
115 kV
9 20 1 3 60 1 3 2 0 1 2 8 0 1 2 4 0
1 0
4 0
1 2 0 0
1 1 6
0 1 1 60
1 1 6 0
1 0 40
1240
1 4 0 0 1 3 6 0 1 3 2 0 1 2 8 01 2 4 0
8 0
1 080
1 4 4 0 1 4 0 0 1 3 6 0 1 3 2 0
1 1
20 1 2 8 0 1 2 4 0
1 2 4 0
1 0 8 0
1 2 0 0
1 2 0 0 1 2 0 0
1 1 60
1 1 6 0
1 1 6 0
1 1
2 0
1 1 2 0
1 1 2 0
1 1 2 0
1 1 2 0
1 1 2 0
1 0 8 0 1 0 4 0
1 0 80
1 0 8 0
1 0 8 0
1 0
8 0
1 0 8 0
1 0 8 0
1 0 4 0
1 0 4 0
1 0 4 0
4 0
1 0 4 0
1 0 4 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0
1 0 0 0960
9 6 0
9 6 0
9 6 0
9 6 0
9 6 0
9 2 0
8 8 0
8 8 0
9 2 0
9 2 0
9 2
0 9
2 0
920
9 2 0
9 2 0
9 2
0 9 2 0
9 6 0
960
960
9 6 0
960
1 0
0 0
1 0
0 0
1 0 0
0 1 0 0 0
1 0
4 0
1 0 4 0
1 0 4 0
1 0
8 0
1 0 8 0
1080
11 1 1 2 0
7.d
Packet Pg. 1006 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 960
960
960
7.d
Packet Pg. 1007 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Federal Delisted NPL site list
Delisted NPL 1.000 0 0 0 0 NR 0
Federal CERCLIS list
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Federal RCRA CORRACTS facilities list
CORRACTS 1.000 0 0 0 1 NR 1
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF 0.500 0 0 0 NR NR 0
Federal RCRA generators list
RCRA-LQG 0.250 0 0 NR NR NR 0
RCRA-SQG 0.250 1 0 NR NR NR 1
RCRA-CESQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROL 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS TP NR NR NR NR NR 0
State- and tribal - equivalent NPL
RESPONSE 1.000 0 0 0 0 NR 0
State- and tribal - equivalent CERCLIS
ENVIROSTOR 1.000 0 1 0 3 NR 4
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF 0.500 0 0 0 NR NR 0
State and tribal leaking storage tank lists
LUST 0.500 2 0 6 NR NR 8
TC5726802.2s Page 4
7.d
Packet Pg. 1008 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 0 0 0 NR NR 0
State and tribal registered storage tank lists
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 0 0 NR NR NR 0
AST 0.250 1 0 NR NR NR 1
INDIAN UST 0.250 0 0 NR NR NR 0
State and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 1 0 NR NR 1
State and tribal Brownfields sites
BROWNFIELDS 0.500 0 0 0 NR NR 0
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 1 NR NR 1
HAULERS TP NR NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL TP NR NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 0 NR 0
SCH 0.250 0 0 NR NR NR 0
CDL TP NR NR NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
CERS HAZ WASTE 0.250 5 4 NR NR NR 9
US CDL TP NR NR NR NR NR 0
PFAS 0.500 0 0 0 NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 3 1 NR NR NR 4
HIST UST 0.250 4 1 NR NR NR 5
CA FID UST 0.250 0 0 NR NR NR 0
CERS TANKS 0.250 1 0 NR NR NR 1
Local Land Records
LIENS TP NR NR NR NR NR 0
TC5726802.2s Page 5
7.d
Packet Pg. 1009 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 TP NR NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS TP NR NR NR NR NR 0
CHMIRS TP NR NR NR NR NR 0
LDS TP NR NR NR NR NR 0
MCS TP NR NR NR NR NR 0
SPILLS 90 TP NR NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 5 3 NR NR NR 8
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR TP NR NR NR NR NR 0
EPA WATCH LIST TP NR NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA TP NR NR NR NR NR 0
TRIS TP NR NR NR NR NR 0
SSTS TP NR NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP TP NR NR NR NR NR 0
RAATS TP NR NR NR NR NR 0
PRP TP NR NR NR NR NR 0
PADS TP NR NR NR NR NR 0
ICIS TP NR NR NR NR NR 0
FTTS TP NR NR NR NR NR 0
MLTS TP NR NR NR NR NR 0
COAL ASH DOE TP NR NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER TP NR NR NR NR NR 0
RADINFO TP NR NR NR NR NR 0
HIST FTTS TP NR NR NR NR NR 0
DOT OPS TP NR NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS TP NR NR NR NR NR 0
US AIRS TP NR NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
FINDS TP NR NR NR NR NR 0
DOCKET HWC TP NR NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
ECHO TP NR NR NR NR NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
Cortese 0.500 0 0 0 NR NR 0
CUPA Listings 0.250 0 0 NR NR NR 0
TC5726802.2s Page 6
7.d
Packet Pg. 1010 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted DRYCLEANERS 0.250 0 2 NR NR NR 2
EMI TP NR NR NR NR NR 0
ENF TP NR NR NR NR NR 0
Financial Assurance TP NR NR NR NR NR 0
HAZNET TP NR NR NR NR NR 0
ICE TP NR NR NR NR NR 0
HIST CORTESE 0.500 1 0 3 NR NR 4
HWP 1.000 0 0 0 1 NR 1
HWT 0.250 0 0 NR NR NR 0
MINES 0.250 0 0 NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES TP NR NR NR NR NR 0
San Bern. Co. Permit 0.250 12 10 NR NR NR 22
PEST LIC TP NR NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 1 0 NR 1
UIC TP NR NR NR NR NR 0
UIC GEO TP NR NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS TP NR NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES TP NR NR NR NR NR 0
PROJECT TP NR NR NR NR NR 0
WDR TP NR NR NR NR NR 0
CIWQS TP NR NR NR NR NR 0
CERS TP NR NR NR NR NR 0
NON-CASE INFO TP NR NR NR NR NR 0
OTHER OIL GAS TP NR NR NR NR NR 0
PROD WATER PONDS TP NR NR NR NR NR 0
SAMPLING POINT TP NR NR NR NR NR 0
WELL STIM PROJ TP NR NR NR NR NR 0
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 0 NR NR NR NR 0
EDR Hist Cleaner 0.125 0 NR NR NR NR 0
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF TP NR NR NR NR NR 0
RGA LUST TP NR NR NR NR NR 0
- Totals -- 0 35 23 11 5 0 74
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC5726802.2s Page 7
7.d
Packet Pg. 1011 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 909-422-8990
GRAND TERRACE, CA 92313
Owner/operator address: 21831 BARTON RD
Owner/operator name: PAMELA HOUSTON
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-422-8990
GRAND TERRACE, CA 92313
Owner/operator address: 21831 BARTON RD
Owner/operator name: PAMELA HOUSTON
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 909-422-8990
GRAND TERRACE, CA 92313
Contact address: 21831 BARTON RD
Contact: PAMELA HOUSTON
EPA ID: CAL000303985
GRAND TERRACE, CA 92313-4404
Facility address: 21831 BARTON RD
Facility name: HOUSTON & HARRIS PCS, INC.
Date form received by agency: 03/01/2006
RCRA NonGen / NLR:
Site 1 of 5 in cluster A
1 ft.
Relative:
Higher
Actual:
964 ft.
< 1/8 GRAND TERRACE, CA 92313
21831 BARTON RD CAL000303985
A1 HOUSTON & HARRIS PCS, INC. RCRA NonGen / NLR 1024813418 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 8
7.d
Packet Pg. 1012 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
if all of the following conditions are met: (1) The quantity of miles) for a generator who generates less than 1000 kilogram per month disposal within 180 days (or 270 days if waste is transported over 200 Violation Description: Failure to send hazardous waste offsite for treatment, storage, or
6.5, Section(s) 25123.3(h)(1)
Citation: HSC 6.5 25123.3(h)(1) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
hazardous waste.
disposing of, transporting or offering for transportation any Violation Description: Failure to obtain an Identification Number prior to treating, storing, 12, Section(s) 66262.12
Citation: 22 CCR 12 66262.12 - California Code of Regulations, Title 22, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department place June 2013. Annual updates are required.
Violation Notes: Returned to compliance on 02/25/2015. The last CERS submittal took business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 01-28-2015
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10310890
Site ID: 123331
CERS HAZ WASTE:
Site 2 of 5 in cluster A
1 ft. CERS
Relative:
Higher
Actual:
964 ft.
< 1/8 GRAND TERRACE, CA 92313 San Bern. Co. Permit
21831 BARTON RD HAZNET N/A
A2 HOUSTON & HARRIS PCS INC CERS HAZ WASTE S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 9
7.d
Packet Pg. 1013 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violations Found: Yes
Eval Date: 02-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 01-28-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 02-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-28-2015
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
requires modification to any portion of the business plan. business name. A substantial change in the handler’s operations that quantities. A change of business address, business ownership, or previously undisclosed hazardous materials at or above reportable quantity of a previously disclosed material. Any handling of a one of the following events: A 100 percent or more increase in the Violation Description: Failure to electronically update business plan within 30 days of any
6.95, Section(s) 25508.1(a)-(f)
Citation: HSC 6.95 25508.1(a)-(f) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
greater than one kilogram for more than 90 days.
hold acutely hazardous waste or extremely hazardous waste in an amount Regulations section 262.34(d), (e) and (f). (3) The generator does not The generator complies with the requirements of 40 Code of Federal hazardous waste accumulated onsite never exceeds 6,000 kilograms. (2) HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 10
7.d
Packet Pg. 1014 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Address: 21831 Barton Road
Entity Name: Bradley Houston
Affiliation Type Desc: Environmental Contact
Entity Title: PRESIDENT
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Identification Signer
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Document Preparer
Affiliation Phone: (951) 849-5904
Affiliation Zip: 92220
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Banning
Affiliation Address: P O Box 1076
Entity Name: ROBERT TILLEY
Affiliation Type Desc: Property Owner
Affiliation Phone: (909) 422-8990
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21831 Barton Road
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Legal Owner
Affiliation:
Longitude: -117.328630
Latitude: 34.033820
Ref Point Type Desc: Center of a facility or station.
Program ID: 10310890
Env Int Type Code: HWG
Facility Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Coordinates:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-28-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21831 BARTON RD
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Type: Routine done by local agency
HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 11
7.d
Packet Pg. 1015 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Name: HOUSTON & HARRIS PCS, INC.
Facility County: San Bernardino
Method: -
CA Waste Code: -
TSD County: San Bernardino
TSD EPA ID: CAD982444481
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134404
Mailing Address: 21831 BARTON RD
Telephone: 9094228990
Contact: PAMELA HOUSTON
GEPAID: CAL000303985
Year: 2015
City,State,Zip: GRAND TERRACE, CA 923134404
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS, INC.
Facility County: San Bernardino
Method: -
CA Waste Code: -
TSD County: San Bernardino
TSD EPA ID: CAD982444481
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134404
Mailing Address: 21831 BARTON RD
Telephone: 9094228990
Contact: PAMELA HOUSTON
GEPAID: CAL000303985
Year: 2015
City,State,Zip: GRAND TERRACE, CA 923134404
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS, INC.
HAZNET:
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Entity Name: HOUSTON & HARRIS PCS INC
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21831 Barton Road
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 12
7.d
Packet Pg. 1016 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 03/31/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0017808
Owner: Pamela Houston
Facility ID: FA0010441
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS INC
Expiration Date: 03/31/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0017807
Owner: Pamela Houston
Facility ID: FA0010441
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS INC
San Bern. Co. Permit:
Facility County: San Bernardino
(H010-H129) Or (H131-H135)
Method: H141-Storage, Bulking, And/Or Transfer Off Site--No Treatment/Reovery CA Waste Code: 352-Other organic solids
Tons: 0.125
TSD County: San Bernardino
TSD EPA ID: CAD982444481
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134404
Mailing Address: 21831 BARTON RD
Telephone: 9094228990
Contact: PAMELA HOUSTON/GENERAL MANAGER
GEPAID: CAL000303985
Year: 2013
City,State,Zip: GRAND TERRACE, CA 923134404
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS, INC.
Facility County: San Bernardino
(H010-H129) Or (H131-H135)
Method: H141-Storage, Bulking, And/Or Transfer Off Site--No Treatment/Reovery CA Waste Code: 352-Other organic solids
Tons: 0.125
TSD County: San Bernardino
TSD EPA ID: CAD982444481
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134404
Mailing Address: 21831 BARTON RD
Telephone: 9094228990
Contact: PAMELA HOUSTON/GENERAL MANAGER
GEPAID: CAL000303985
Year: 2013
City,State,Zip: GRAND TERRACE, CA 923134404
Address: 21831 BARTON RD
HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 13
7.d
Packet Pg. 1017 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
if all of the following conditions are met: (1) The quantity of miles) for a generator who generates less than 1000 kilogram per month disposal within 180 days (or 270 days if waste is transported over 200 Violation Description: Failure to send hazardous waste offsite for treatment, storage, or
6.5, Section(s) 25123.3(h)(1)
Citation: HSC 6.5 25123.3(h)(1) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
hazardous waste.
disposing of, transporting or offering for transportation any Violation Description: Failure to obtain an Identification Number prior to treating, storing, 12, Section(s) 66262.12
Citation: 22 CCR 12 66262.12 - California Code of Regulations, Title 22, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department place June 2013. Annual updates are required.
Violation Notes: Returned to compliance on 02/25/2015. The last CERS submittal took business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 01-28-2015
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10310890
Site ID: 123331
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21831 BARTON RD
Name: HOUSTON & HARRIS PCS INC
CERS:
HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 14
7.d
Packet Pg. 1018 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violations Found: Yes
Eval Date: 02-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 01-28-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 02-28-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-28-2015
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
requires modification to any portion of the business plan. business name. A substantial change in the handler’s operations that quantities. A change of business address, business ownership, or previously undisclosed hazardous materials at or above reportable quantity of a previously disclosed material. Any handling of a one of the following events: A 100 percent or more increase in the Violation Description: Failure to electronically update business plan within 30 days of any
6.95, Section(s) 25508.1(a)-(f)
Citation: HSC 6.95 25508.1(a)-(f) - California Health and Safety Code, Chapter Violation Date: 02-28-2018
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 03/22/2018.
greater than one kilogram for more than 90 days.
hold acutely hazardous waste or extremely hazardous waste in an amount Regulations section 262.34(d), (e) and (f). (3) The generator does not The generator complies with the requirements of 40 Code of Federal hazardous waste accumulated onsite never exceeds 6,000 kilograms. (2) HOUSTON & HARRIS PCS INC (Continued) S108087285
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 15
7.d
Packet Pg. 1019 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Address: 21831 Barton Road
Entity Name: Bradley Houston
Affiliation Type Desc: Environmental Contact
Entity Title: PRESIDENT
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Identification Signer
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Document Preparer
Affiliation Phone: (951) 849-5904
Affiliation Zip: 92220
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Banning
Affiliation Address: P O Box 1076
Entity Name: ROBERT TILLEY
Affiliation Type Desc: Property Owner
Affiliation Phone: (909) 422-8990
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21831 Barton Road
Entity Name: PAMELA HOUSTON
Affiliation Type Desc: Legal Owner
Affiliation:
Longitude: -117.328630
Latitude: 34.033820
Ref Point Type Desc: Center of a facility or station.
Program ID: 10310890
Env Int Type Code: HWG
Facility Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Coordinates:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-28-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21831 BARTON RD
Site Name: HOUSTON & HARRIS PCS INC
Site ID: 123331
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Type: Routine done by local agency
HOUSTON & HARRIS PCS INC (Continued) S108087285
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7.d
Packet Pg. 1020 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Entity Name: HOUSTON & HARRIS PCS INC
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21831 Barton Road
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
HOUSTON & HARRIS PCS INC (Continued) S108087285
Expiration Date: 10/31/2011
Facility Status: INACTIVE
Permit Category: SPECIAL GENERATOR
Permit Number: PT0020600
Owner: HOUSTON, JESSE
Facility ID: FA0011825
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21825 BARTON RD
Name: J & L EQUIPMENT AND SERVICE
Expiration Date: 10/31/2011
Facility Status: INACTIVE
Permit Category: SPECIAL HANDLER
Permit Number: PT0020599
Owner: HOUSTON, JESSE
Facility ID: FA0011825
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21825 BARTON RD
Name: J & L EQUIPMENT AND SERVICE
San Bern. Co. Permit:
Site 3 of 5 in cluster A
1 ft.
Relative:
Higher
Actual:
964 ft.
< 1/8 GRAND TERRACE, CA 92313
21825 BARTON RD N/A
A3 J & L EQUIPMENT AND SERVICE San Bern. Co. Permit S109254429 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 17
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Packet Pg. 1021 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 11/30/2016
Facility Status: INACTIVE
Permit Category: CONDITIONALLY EXEMPT SM QTY GENERATOR SPECIAL Permit Number: PT0025752
Owner: RAMIREZ, ESMERALDA
Facility ID: FA0014751
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21829 BARTON RD
Name: LAWNMOWERS & MORE
San Bern. Co. Permit:
Site 4 of 5 in cluster A
1 ft.
Relative:
Higher
Actual:
964 ft.
< 1/8 GRAND TERRACE, CA 92313
21829 BARTON RD N/A
A4 LAWNMOWERS & MORE San Bern. Co. Permit S112274066
Expiration Date: 03/31/2008
Facility Status: INACTIVE
Permit Category: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR Permit Number: PT0018668
Owner: CHRIS SCHEIBE
Facility ID: FA0010282
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21800 BARTON RD STE 102
Name: CM MOTORSPORTS
Expiration Date: 09/30/2016
Facility Status: INACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS SPECIAL Permit Number: PT0035041
Owner: PRECHTL, SUSAN RUTHERFORD
Facility ID: FA0016311
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 9213
Address: 21800 BARTON RD SUITE 112 & 113
Name: BENEFICIAL EXTERMINATING
San Bern. Co. Permit:
16 ft. Site 5 of 5 in cluster A
0.003 mi.
Relative:
Higher
Actual:
959 ft.
< 1/8 GRAND TERRACE, CA 92313
NE 21800 BARTON RD STE 102 N/A
A5 CM MOTORSPORTS San Bern. Co. Permit S108419360
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7.d
Packet Pg. 1022 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: No
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Owner
Legal status: Private
Owner/operator telephone: 415-555-1212
NOT REQUIRED, ME 99999
Owner/operator address: NOT REQUIRED
Owner/operator name: STATER BROS
Owner/Operator Type: Operator
Legal status: Private
Owner/operator telephone: 415-555-1212
NOT REQUIRED, ME 99999
Owner/operator address: NOT REQUIRED
Owner/operator name: NOT REQUIRED
Owner/Operator Summary:
hazardous waste at any time
waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Description: Handler: generates more than 100 and less than 1000 kg of hazardous Classification: Small Small Quantity Generator
EPA Region: 09
Contact telephone: 714-783-5131
Contact country: US
COLTON, CA 92324
Contact address: 21700 BARTON RD
Contact: ENVIRONMENTAL MANAGER
COLTON, CA 92324
Mailing address: BARTON RD
EPA ID: CAD982002701
COLTON, CA 92324
Facility address: 21700 BARTON RD
Facility name: STATER BROS
Date form received by agency: 06/01/1987
RCRA-SQG:
CERS
CIWQS
WDS
San Bern. Co. Permit
HIST CORTESE
ECHO
FINDS
36 ft. Site 1 of 2 in cluster B HIST UST
0.007 mi. SWEEPS UST
Relative:
Lower
Actual:
955 ft.
< 1/8 COLTON, CA 92324 CERS HAZ WASTE
WNW 21700 BARTON RD LUST CAD982002701
B6 STATER BROS RCRA-SQG 1000401484
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Packet Pg. 1023 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Action: Closure/No Further Action Letter
Date: 11/12/1998
Action Type: ENFORCEMENT
Global Id: T0607100500
Action: Leak Reported
Date: 08/27/1998
Action Type: Other
Global Id: T0607100500
Action: Closure/No Further Action Letter
Date: 03/15/1999
Action Type: ENFORCEMENT
Global Id: T0607100500
Action: Leak Discovery
Date: 06/10/1998
Action Type: Other
Global Id: T0607100500
LUST:
Email: [email protected]
City: RIVERSIDE
Address: 3737 MAIN STREET, SUITE 500
Organization Name: SANTA ANA RWQCB (REGION 8)
Contact Name: NANCY OLSON-MARTIN
Contact Type: Regional Board Caseworker
Global Id: T0607100500
LUST:
Potential Contaminants of Concern: Gasoline
Potential Media Affect: Soil
Local Case Number: 98048
File Location: Local Agency
RB Case Number: 083603249T
Status Date: 03/15/1999
Status: Completed - Case Closed
Longitude: -117.330873
Latitude: 34.03383
Global Id: T0607100500
Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0607100500 Case Type: LUST Cleanup Site
Lead Agency: SAN BERNARDINO COUNTY
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROS. WAREHOUSE
LUST:
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
STATER BROS (Continued) 1000401484
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Packet Pg. 1024 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Status Date: 07/31/1987
Status: Open - Case Begin Date
Global Id: T0607100067
Status Date: 03/06/1997
Status: Completed - Case Closed
Global Id: T0607100067
LUST:
Action: Leak Discovery
Date: 07/31/1987
Action Type: Other
Global Id: T0607100067
Action: Leak Reported
Date: 08/18/1987
Action Type: Other
Global Id: T0607100067
LUST:
Phone Number: 9513206375
Email: [email protected]
City: RIVERSIDE
Address: 3737 MAIN STREET, SUITE 500
Organization Name: SANTA ANA RWQCB (REGION 8)
Contact Name: ROSE SCOTT
Contact Type: Regional Board Caseworker
Global Id: T0607100067
LUST:
Potential Contaminants of Concern: Diesel
Potential Media Affect: Soil
Local Case Number: 90168
File Location: Local Agency
RB Case Number: 083600671T
Status Date: 03/06/1997
Status: Completed - Case Closed
Longitude: -117.330873
Latitude: 34.03383
Global Id: T0607100067
Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0607100067 Case Type: LUST Cleanup Site
Lead Agency: SAN BERNARDINO COUNTY
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROTHERS DISTRIBUTION
Status Date: 06/10/1998
Status: Open - Case Begin Date
Global Id: T0607100500
Status Date: 03/15/1999
Status: Completed - Case Closed
Global Id: T0607100500
LUST:
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 21
7.d
Packet Pg. 1025 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department DATED 12/8/14.
Violation Notes: Returned to compliance on 04/13/2016. LAST BUSINESS PLAN SUBMITTAL business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10127728
Site ID: 103540
CERS HAZ WASTE:
Summary: Not reported
Hydr Basin #: UPPER SANTA ANA VALL
Local Agency: 36000L
Lead Agency: Local Agency
Staff Initials: LH6
Staff: NOM
MTBE Class: *
MTBE Tested: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.
MTBE Fuel: 1
MTBE Concentration: 0
Longitude: -117.3319823
Latitude: 34.033888
Oversite Program: LUST
Enter Date: 9/30/1998
Close Date: 3/15/1999
Discover Date: 6/10/1998
Enter Date: 9/30/1998
Global ID: T0607100500
Enf Type: CLOS
Cross Street: LA CADENA
Substance: Gasoline
Case Type: Soil only
Local Case Num: 98048
Case Number: 083603249T
Facility Status: Case Closed
Regional Board: Santa Ana Region
County: San Bernardino
Region: 8
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. WAREHOUSE
LUST REG 8:
Status Date: 10/15/1987
Status: Open - Site Assessment
Global Id: T0607100067
STATER BROS (Continued) 1000401484
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7.d
Packet Pg. 1026 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION - BP
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-12-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION - BP
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-12-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department 5/31/15.
Hazardous Materials Handler permit (SBCC 23.0602(a)) PERMIT EXPIRED Violation Notes: Returned to compliance on 05/19/2016. Failure to obtain a CUPA Violation Description: Business Plan Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.95 Multiple - California Health and Safety Code, Chapter 6.95, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department 5/31/15.
Hazardous Waste Generator Permit (SBCC 23.0602(b)(1)) PERMIT EXPIRED Violation Notes: Returned to compliance on 05/19/2016. Failure to obtain a CUPA Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department ACTIVE ON HWTS ON 2/26/16.
Number (CCR 66262.12(a)) PERMANENT EPA ID NUMBER NOT OBTAINED. POSTED Violation Notes: Returned to compliance on 02/16/2016. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
STATER BROS (Continued) 1000401484
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7.d
Packet Pg. 1027 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation City: Colton
Affiliation Address: 21700 Barton Road
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Butch Fuson
Affiliation Type Desc: Document Preparer
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 21700 BARTON ROAD
Entity Name: Butch Fuson
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (909) 433-3100
Entity Name: Lineage Logistics ICM, LLC
Affiliation Type Desc: Operator
Entity Title: Engineer
Entity Name: ButchFuson
Affiliation Type Desc: Identification Signer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-12-2016
Site Zip: 92394
Site City: COLTON
Site Address: 21700 BARTON RD
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-12-2016
Site Zip: 92394
Site City: COLTON
Site Address: 21700 BARTON RD
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Enforcement Action:
STATER BROS (Continued) 1000401484
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7.d
Packet Pg. 1028 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Name: STATER BROS. MARKETS
Content: REG UNLEADED
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 7500
Tank Status: A
SWRCB Tank Id: 36-000-017722-000002
Owner Tank Id: 2
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
Number Of Tanks: 13
Content: REG UNLEADED
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 7500
Tank Status: A
SWRCB Tank Id: 36-000-017722-000001
Owner Tank Id: 1
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
SWEEPS UST:
Entity Name: Lineage Logistics ICM, LLC
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (909) 433-3100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 21700 Barton Road
Entity Name: William Hendricksen
Affiliation Type Desc: Legal Owner
Affiliation Zip: 92324
Affiliation State: CA
STATER BROS (Continued) 1000401484
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7.d
Packet Pg. 1029 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Name: STATER BROS. MARKETS
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 8000
Tank Status: A
SWRCB Tank Id: 36-000-017722-000005
Owner Tank Id: 5
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 8000
Tank Status: A
SWRCB Tank Id: 36-000-017722-000004
Owner Tank Id: 4
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 8000
Tank Status: A
SWRCB Tank Id: 36-000-017722-000003
Owner Tank Id: 3
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
STATER BROS (Continued) 1000401484
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7.d
Packet Pg. 1030 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 150
Tank Status: A
SWRCB Tank Id: 36-000-017722-000008
Owner Tank Id: 11
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
Content: WASTE OIL
STG: W
Tank Use: OIL
Active Date: 07-01-85
Capacity: 6000
Tank Status: A
SWRCB Tank Id: 36-000-017722-000007
Owner Tank Id: 7
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: 07-01-85
Capacity: 8000
Tank Status: A
SWRCB Tank Id: 36-000-017722-000006
Owner Tank Id: 6
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 27
7.d
Packet Pg. 1031 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 300
Tank Status: A
SWRCB Tank Id: 36-000-017722-000011
Owner Tank Id: 14
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 300
Tank Status: A
SWRCB Tank Id: 36-000-017722-000010
Owner Tank Id: 13
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 150
Tank Status: A
SWRCB Tank Id: 36-000-017722-000009
Owner Tank Id: 12
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 28
7.d
Packet Pg. 1032 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: UNLEADED
Tank Used for: PRODUCT
Tank Capacity: 00007500
Year Installed: 1961
Container Num: 1
Tank Num: 001
Total Tanks: 0013
Owner City,St,Zip: COLTON, CA 92324
Owner Address: 21700 BARTON ROAD
Owner Name: STATER BROS. MARKETS
Telephone: 7147835000
Contact Name: OLIVER J. GREGOR
Other Type: DISTRIBUTION CENTER
Facility Type: Other
Facility ID: 00000017722
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002A729.pdf File Number: 0002A729
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON ROAD
Name: STATER BROS MARKETS
HIST UST:
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 300
Tank Status: A
SWRCB Tank Id: 36-000-017722-000013
Owner Tank Id: 16
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
Comp Number: 17722
Status: Active
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROS. MARKETS
STG: P
Tank Use: UNKNOWN
Active Date: 07-01-85
Capacity: 300
Tank Status: A
SWRCB Tank Id: 36-000-017722-000012
Owner Tank Id: 15
Created Date: 02-29-88
Action Date: 03-24-92
Referral Date: 03-24-92
Board Of Equalization: 44-020656
Number: 1
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 29
7.d
Packet Pg. 1033 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Year Installed: 1961
Container Num: 11
Tank Num: 008
Leak Detection: Visual
Container Construction Thickness: 1/4
Type of Fuel: WASTE OIL
Tank Used for: WASTE
Tank Capacity: 00006000
Year Installed: 1978
Container Num: 7
Tank Num: 007
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: DIESEL
Tank Used for: PRODUCT
Tank Capacity: 00008000
Year Installed: 1978
Container Num: 6
Tank Num: 006
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: DIESEL
Tank Used for: PRODUCT
Tank Capacity: 00008000
Year Installed: 1978
Container Num: 5
Tank Num: 005
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: DIESEL
Tank Used for: PRODUCT
Tank Capacity: 00008000
Year Installed: 1978
Container Num: 4
Tank Num: 004
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: DIESEL
Tank Used for: PRODUCT
Tank Capacity: 00008000
Year Installed: 1978
Container Num: 3
Tank Num: 003
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Type of Fuel: UNLEADED
Tank Used for: PRODUCT
Tank Capacity: 00007500
Year Installed: 1961
Container Num: 2
Tank Num: 002
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 30
7.d
Packet Pg. 1034 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities.
generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System
Registry ID: 110002773044
FINDS:
Click here for Geo Tracker PDF:
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Tank Used for: PRODUCT
Tank Capacity: 00000300
Year Installed: 1978
Container Num: 16
Tank Num: 013
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Tank Used for: PRODUCT
Tank Capacity: 00000300
Year Installed: 1978
Container Num: 15
Tank Num: 012
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Tank Used for: PRODUCT
Tank Capacity: 00000300
Year Installed: 1978
Container Num: 14
Tank Num: 011
Leak Detection: Stock Inventor
Container Construction Thickness: 1/4
Tank Used for: PRODUCT
Tank Capacity: 00000300
Year Installed: 1978
Container Num: 13
Tank Num: 010
Leak Detection: Stock Inventor
Tank Used for: PRODUCT
Tank Capacity: 00000150
Year Installed: 1961
Container Num: 12
Tank Num: 009
Leak Detection: Stock Inventor
Tank Used for: PRODUCT
Tank Capacity: 00000150
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 31
7.d
Packet Pg. 1035 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 05/31/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0021786
Owner: Lineage Logistics ICM, LLC
Facility ID: FA0012492
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92394
Address: 21700 BARTON RD
Name: LINEAGE LOGISTICS ICM, LLC
Expiration Date: 05/31/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0021785
Owner: Lineage Logistics ICM, LLC
Facility ID: FA0012492
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92394
Address: 21700 BARTON RD
Name: LINEAGE LOGISTICS ICM, LLC
San Bern. Co. Permit:
Reg Id: 083603249T
Reg By: LTNKA
Facility County Code: 36
Region: CORTESE
City,State,Zip: COLTON, CA 92324
edr_fadd1: 21700
edr_fname: STATER BROS. WAREHOUSE
Reg Id: 083600671T
Reg By: LTNKA
Facility County Code: 36
Region: CORTESE
City,State,Zip: COLTON, CA 92324
edr_fadd1: 21700 BARTON
edr_fname: STATER BROTHERS DISTRIBUT
HIST CORTESE:
DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110002773044 Registry ID: 110002773044
Envid: 1000401484
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access
STATE MASTER
corrective action activities required under RCRA.
program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 32
7.d
Packet Pg. 1036 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
cooling water dischargers or thosewho must comply through best Complexity: Category C - Facilities having no waste treatment systems, such as represent no threat to water quality.
Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Treat To Water: Minor Threat to Water Quality. A violation of a regional board order Baseline Flow: 0
Design Flow: 0
SIC Code: 0
Agency Type: Private
Agency Telephone: 9097835277
Agency Contact: SCOTT LIMBACHER
Agency City,St,Zip: Colton 923240150
Agency Address: PO Box 150
Agency Name: STATER BROS MARKETS
Facility Contact: PHILLIP J SMITH
Facility Telephone: 9097835287
Subregion: 8
are assigned by the Regional Board
NPDES Number: CAS000001 The 1st 2 characters designate the state. The remaining 7 under Waste Discharge Requirements.
Facility Status: Active - Any facility with a continuous or seasonal discharge that is pumping.
repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Facility Type: Industrial - Facility that treats and/or disposes of liquid or Facility ID: Santa Ana River 36I004384
City: COLTON
Address: 21700 Barton Rd
Name: STATER BROS MARKETS
WDS:
Expiration Date: 07/31/2009
Facility Status: INACTIVE
Permit Category: HAZMAT HANDLER 26-50 EMPLOYEES (W/GEN PRMT) Permit Number: PT0002359
Owner: Stater Bros. Markets
Facility ID: FA0006449
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROS MARKETS
Expiration Date: 07/31/2009
Facility Status: INACTIVE
Permit Category: HAZARDOUS WASTE GENERATOR - 26-50 EMPLOYEES Permit Number: PT0002360
Owner: Stater Bros. Markets
Facility ID: FA0006449
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROS MARKETS
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 33
7.d
Packet Pg. 1037 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10127728
Site ID: 103540
City,State,Zip: COLTON, CA 92394
Address: 21700 BARTON RD
Name: LINEAGE LOGISTICS ICM, LLC
Affiliation State: CA
Affiliation City: RIVERSIDE
Affiliation Address: 3737 MAIN STREET, SUITE 500
Entity Name: NANCY OLSON-MARTIN - SANTA ANA RWQCB (REGION 8) Affiliation Type Desc: Regional Board Caseworker
Affiliation:
CERS Description: Leaking Underground Storage Tank Cleanup Site CERS ID: T0607100500
Site ID: 228207
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROS. WAREHOUSE
CERS:
Longitude: -117.33175
Latitude: 34.03383
Violations within 5 years: 0
Enforcement Actions within 5 years: 0
Termination Date: 12/19/2008
Effective Date: 04/06/1992
NPDES Number: CAS000001
WDID: 8 36I004384
Order Number: 2014-0057-DWQ
Regulatory Measure Type: Storm water industrial
Regulatory Measure Status: Terminated
Program: INDSTW
Region: 8
SIC/NAICS: Multiple
Place/Project Type: Industrial - Local Trucking with Storage Agency Address: PO Box 150, Colton, CA 92324
Agency: Stater Bros Markets
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROS MARKETS
CIWQS:
dairy waste ponds.
dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 34
7.d
Packet Pg. 1038 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION - BP
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-12-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department 5/31/15.
Hazardous Materials Handler permit (SBCC 23.0602(a)) PERMIT EXPIRED Violation Notes: Returned to compliance on 05/19/2016. Failure to obtain a CUPA Violation Description: Business Plan Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.95 Multiple - California Health and Safety Code, Chapter 6.95, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department 5/31/15.
Hazardous Waste Generator Permit (SBCC 23.0602(b)(1)) PERMIT EXPIRED Violation Notes: Returned to compliance on 05/19/2016. Failure to obtain a CUPA Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department ACTIVE ON HWTS ON 2/26/16.
Number (CCR 66262.12(a)) PERMANENT EPA ID NUMBER NOT OBTAINED. POSTED Violation Notes: Returned to compliance on 02/16/2016. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 01-12-2016
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department DATED 12/8/14.
Violation Notes: Returned to compliance on 04/13/2016. LAST BUSINESS PLAN SUBMITTAL business plan is complete, accurate, and up-to-date.
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 35
7.d
Packet Pg. 1039 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 21700 BARTON ROAD
Entity Name: Butch Fuson
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (909) 433-3100
Entity Name: Lineage Logistics ICM, LLC
Affiliation Type Desc: Operator
Entity Title: Engineer
Entity Name: ButchFuson
Affiliation Type Desc: Identification Signer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-12-2016
Site Zip: 92394
Site City: COLTON
Site Address: 21700 BARTON RD
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 01-12-2016
Site Zip: 92394
Site City: COLTON
Site Address: 21700 BARTON RD
Site Name: Lineage Logistics ICM, LLC
Site ID: 103540
Enforcement Action:
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION - BP
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 01-12-2016
STATER BROS (Continued) 1000401484
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 36
7.d
Packet Pg. 1040 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: 9513206375
Affiliation State: CA
Affiliation City: RIVERSIDE
Affiliation Address: 3737 MAIN STREET, SUITE 500
Entity Name: ROSE SCOTT - SANTA ANA RWQCB (REGION 8)
Affiliation Type Desc: Regional Board Caseworker
Affiliation:
CERS Description: Leaking Underground Storage Tank Cleanup Site CERS ID: T0607100067
Site ID: 220095
City,State,Zip: COLTON, CA 92324
Address: 21700 BARTON RD
Name: STATER BROTHERS DISTRIBUTION
Entity Name: Lineage Logistics ICM, LLC
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (909) 433-3100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 21700 Barton Road
Entity Name: William Hendricksen
Affiliation Type Desc: Legal Owner
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 21700 Barton Road
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Butch Fuson
Affiliation Type Desc: Document Preparer
STATER BROS (Continued) 1000401484
Substance: Diesel
Case Type: Soil only
Local Case Num: 90168
Case Number: 083600671T
Facility Status: Case Closed
Regional Board: Santa Ana Region
County: San Bernardino
Region: 8
City: COLTON
Address: 21700 BARTON RD
Name: STATER BROTHERS DISTRIBUTION
LUST REG 8:
36 ft. Site 2 of 2 in cluster B
0.007 mi.
Relative:
Lower
Actual:
955 ft.
< 1/8 COLTON, CA 92324
WNW 21700 BARTON RD N/A
B7 STATER BROTHERS DISTRIBUTION LUST S100874979
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 37
7.d
Packet Pg. 1041 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Summary: Not reported
Hydr Basin #: UPPER SANTA ANA VALL
Local Agency: 36000L
Lead Agency: Local Agency
Staff Initials: LH6
Staff: RS
MTBE Class: *
MTBE Tested: Not Required to be Tested.
MTBE Fuel: 0
MTBE Concentration: 0
Longitude: -117.3319823
Latitude: 34.033888
Oversite Program: LUST
Interim: Yes
Enter Date: 10/15/1987
Date Pollution Characterization Began: 10/15/1987
Close Date: 3/6/1997
Discover Date: 7/31/1987
Enter Date: 10/15/1987
Global ID: T0607100067
Leak Source: Piping
Leak Cause: Other Cause
How Discovered: OM
Cross Street: LA CADENA
Abate Method: EDETIT
STATER BROTHERS DISTRIBUTION (Continued) S100874979
Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department of the last 3 years of hazardous waste records to verify compliance. records were unavailable to review for the last 3 years. Submit copies Waste Manifests for at least 3 years (CCR 66262.40(a)) Hazardous waste Violation Notes: Returned to compliance on 06/21/2016. Failure to retain Hazardous Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10037728
Site ID: 20444
CERS HAZ WASTE:
294 ft. Site 1 of 2 in cluster C
0.056 mi.
Relative:
Higher
Actual:
972 ft.
< 1/8 GRAND TERRACE, CA 92313 CERS
ESE 21881 BARTON RD San Bern. Co. Permit N/A
C8 CLINICAL LAB OF SAN BDNO CERS HAZ WASTE S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 38
7.d
Packet Pg. 1042 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site Address: 21881 BARTON RD
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21881 BARTON RD
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department place as of this date.
Violation Notes: Returned to compliance on 06/19/2016. No CERS submittal has taken quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department have an active EPA ID#.
Number (CCR 66262.12(a)) EPA ID# CAL000110674 inactive. Facility must Violation Notes: Returned to compliance on 06/21/2016. Failure to obtain an EPA ID CLINICAL LAB OF SAN BDNO (Continued) S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 39
7.d
Packet Pg. 1043 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation State: CA
Affiliation City: SAN BERNARDINO
Affiliation Address: PO BOX 329
Entity Name: STU STYLES
Affiliation Type Desc: Environmental Contact
Entity Name: BOB GLAUBIG
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 825-7693
Affiliation Zip: 92402
Affiliation Country: United States
Affiliation State: CA
Affiliation City: SAN BERNARDINO
Affiliation Address: P.O. BOX 329
Entity Name: MELINDA FURNAS
Affiliation Type Desc: Property Owner
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Entity Name: CLINICAL LAB OF SAN BDNO
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (909) 825-7693
Affiliation Zip: 92402
Affiliation Country: United States
Affiliation State: CA
Affiliation City: SAN BERNARDINO
Affiliation Address: P O BOX 329
Entity Name: CLINICAL LAB/SAN BDNO INC
Affiliation Type Desc: Legal Owner
Affiliation:
Longitude: -117.327278
Latitude: 34.033394
Ref Point Type Desc: Unknown
Program ID: 10037728
Env Int Type Code: HWG
Facility Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Coordinates:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
CLINICAL LAB OF SAN BDNO (Continued) S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 40
7.d
Packet Pg. 1044 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Notes: Returned to compliance on 06/21/2016. Failure to retain Hazardous Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10037728
Site ID: 20444
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21881 BARTON RD
Name: CLINICAL LAB OF SAN BDNO
CERS:
Expiration Date: 09/30/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0006765
Owner: CLINICAL LAB/SAN BDNO INC
Facility ID: FA0002235
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21881 BARTON RD
Name: CLINICAL LAB OF SAN BDNO
Expiration Date: 09/30/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0006766
Owner: CLINICAL LAB/SAN BDNO INC
Facility ID: FA0002235
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21881 BARTON RD
Name: CLINICAL LAB OF SAN BDNO
San Bern. Co. Permit:
Affiliation Phone: (909) 825-7693
Entity Name: MELINDA FURNAS
Affiliation Type Desc: Operator
Entity Title: LABORATORY DIRECTOR
Entity Name: BOB GLAUBIG
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21881 BARTON RD
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92402
CLINICAL LAB OF SAN BDNO (Continued) S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 41
7.d
Packet Pg. 1045 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department place as of this date.
Violation Notes: Returned to compliance on 06/19/2016. No CERS submittal has taken quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department have an active EPA ID#.
Number (CCR 66262.12(a)) EPA ID# CAL000110674 inactive. Facility must Violation Notes: Returned to compliance on 06/21/2016. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-20-2016
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department of the last 3 years of hazardous waste records to verify compliance. records were unavailable to review for the last 3 years. Submit copies Waste Manifests for at least 3 years (CCR 66262.40(a)) Hazardous waste CLINICAL LAB OF SAN BDNO (Continued) S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 42
7.d
Packet Pg. 1046 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation City: SAN BERNARDINO
Affiliation Address: P.O. BOX 329
Entity Name: MELINDA FURNAS
Affiliation Type Desc: Property Owner
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Entity Name: CLINICAL LAB OF SAN BDNO
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (909) 825-7693
Affiliation Zip: 92402
Affiliation Country: United States
Affiliation State: CA
Affiliation City: SAN BERNARDINO
Affiliation Address: P O BOX 329
Entity Name: CLINICAL LAB/SAN BDNO INC
Affiliation Type Desc: Legal Owner
Affiliation:
Longitude: -117.327278
Latitude: 34.033394
Ref Point Type Desc: Unknown
Program ID: 10037728
Env Int Type Code: HWG
Facility Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Coordinates:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21881 BARTON RD
Site Name: CLINICAL LAB OF SAN BDNO
Site ID: 20444
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21881 BARTON RD
CLINICAL LAB OF SAN BDNO (Continued) S100858931
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 43
7.d
Packet Pg. 1047 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 825-7693
Entity Name: MELINDA FURNAS
Affiliation Type Desc: Operator
Entity Title: LABORATORY DIRECTOR
Entity Name: BOB GLAUBIG
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21881 BARTON RD
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92402
Affiliation State: CA
Affiliation City: SAN BERNARDINO
Affiliation Address: PO BOX 329
Entity Name: STU STYLES
Affiliation Type Desc: Environmental Contact
Entity Name: BOB GLAUBIG
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 825-7693
Affiliation Zip: 92402
Affiliation Country: United States
Affiliation State: CA
CLINICAL LAB OF SAN BDNO (Continued) S100858931
Owner/operator address: PO BOX 329
Owner/operator name: BOB GLAUBIG LAB DIRECTOR
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 909-825-7693
SAN BERNARDINO, CA 92402
Contact address: PO BOX 329
Contact: BOB GLAUBIG LAB DIRECTOR
SAN BERNARDINO, CA 92402-0000
Mailing address: PO BOX 329
EPA ID: CAL000110674
GRAND TERRACE, CA 92313-4404
Facility address: 21881 BARTON RD
Facility name: CLINICAL LAB OF SAN BERNARDINO
Date form received by agency: 07/22/1993
RCRA NonGen / NLR:
294 ft. Site 2 of 2 in cluster C
0.056 mi.
Relative:
Higher
Actual:
972 ft.
< 1/8 GRAND TERRACE, CA 92313
ESE 21881 BARTON RD CAL000110674
C9 CLINICAL LAB OF SAN BERNARDINO 1024791657 RCRA NonGen / NLR To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 44
7.d
Packet Pg. 1048 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-825-7693
GRAND TERRACE, CA 92313
Owner/operator address: 21881 BARTON RD
Owner/operator name: CLSB INC MELINDA FURNAS
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 909-825-7693
SAN BERNARDINO, CA 92402
CLINICAL LAB OF SAN BERNARDINO (Continued) 1024791657
Number Of Tanks: 1
Content: REG UNLEADED
STG: PRODUCT
Tank Use: M.V. FUEL
Capacity: 1
SWRCB Tank Id: 36-000-000605-000001
Comp Number: 605
City: GRAND TERRACE
Address: 21801 BARTON RD
Name: RUBEN LUNA
Created Date: 09-05-89
Action Date: 03-23-92
Referral Date: 03-23-92
Number: 2
Comp Number: 605
Status: Active
City: GRAND TERRACE
Address: 21801 BARTON RD
Name: RUBEN LUNA
SWEEPS UST:
315 ft. Site 1 of 5 in cluster D
0.060 mi.
Relative:
Higher
Actual:
960 ft.
< 1/8 COLTON, CA 92324 San Bern. Co. Permit
SSE 21801 BARTON RD HIST UST N/A
D10 GEORGE F AND ETHEL CASEY TRUST U001574672 SWEEPS UST To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 45
7.d
Packet Pg. 1049 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 04/30/2009
Facility Status: INACTIVE
Permit Category: SPECIAL GENERATOR
Permit Number: PT0018731
Owner: MIKE HARVICK
Facility ID: FA0010883
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 BARTON RD
Name: A & E CHARTER
Expiration Date: 04/30/2009
Facility Status: INACTIVE
Permit Category: SPECIAL HANDLER
Permit Number: PT0018732
Owner: MIKE HARVICK
Facility ID: FA0010883
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 BARTON RD
Name: A & E CHARTER
San Bern. Co. Permit:
Click here for Geo Tracker PDF:
Leak Detection: None
Type of Fuel: REGULAR
Tank Used for: PRODUCT
Tank Capacity: 00000000
Container Num: 1
Tank Num: 001
Total Tanks: 0001
Owner City,St,Zip: PICO RIVERA, CA 90660
Owner Address: 8034 MAXINE STREET
Owner Name: GEORGE F. & ETHEL CASEY TRUST
Telephone: 2138061151
Other Type: HOME
Facility Type: Other
Facility ID: 00000059915
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/00029F2F.pdf File Number: 00029F2F
City,State,Zip: COLTON, CA 92324
Address: 21801 BARTON RD
Name: GEORGE F AND ETHEL CASEY TRUST
HIST UST:
GEORGE F AND ETHEL CASEY TRUST (Continued) U001574672
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 46
7.d
Packet Pg. 1050 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 10/31/2010
Facility Status: INACTIVE
Permit Category: HAZMAT HANDLER 0-10 EMPLOYEES (W/GEN PRMT) Permit Number: PT0020020
Owner: STRAVERS, RICHARD
Facility ID: FA0009246
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 BARTON RD UNIT D
Name: CB TYRES RECYCLING RESOURCES
Expiration Date: 10/31/2010
Facility Status: INACTIVE
Permit Category: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR Permit Number: PT0020021
Owner: STRAVERS, RICHARD
Facility ID: FA0009246
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 BARTON RD UNIT D
Name: CB TYRES RECYCLING RESOURCES
San Bern. Co. Permit:
Waste Tire Permit Summary: No Permit record for this business.
Mailing Phone: (909) 370-3700
Mailing County: San Bernardino
Mailing Zip: 92313-4402
Mailing State: CA
Mailing City: Grand Terrace
Mailing Address: 21801 Barton Rd Ste D
Contact Person: Mercedes Fermin, Anthony Tejeda, CB Tyres Recycling Resources, LLC , Conrad Batham Facility Phone: (909) 370-3700
Facility ID: 1000418
City: GRAND TERRACE
Address: 21801 BARTON RD STE D
Name: CB TYRES RECYCLING RESOURCES, LLC
HAULERS:
315 ft. Site 2 of 5 in cluster D
0.060 mi.
Relative:
Higher
Actual:
960 ft.
< 1/8 GRAND TERRACE, CA 92313
SSE 21801 BARTON RD STE D San Bern. Co. Permit N/A
D11 CB TYRES RECYCLING RESOURCES, LLC S109935846 HAULERS STG: PRODUCT
Tank Use: M.V. FUEL
Capacity: 1000
SWRCB Tank Id: 36-000-014380-000001
Comp Number: 14380
City: COLTON
Address: 21801 BARTON RD
Name: CASEY, GEORGE/ETHYL TRUST
SWEEPS UST:
315 ft. Site 3 of 5 in cluster D
0.060 mi.
Relative:
Higher
Actual:
960 ft.
< 1/8 COLTON, CA 92324
SSE 21801 BARTON RD N/A
D12 CASEY, GEORGE/ETHYL TRUST SWEEPS UST S106924073
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 47
7.d
Packet Pg. 1051 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Number Of Tanks: 1
Content: LEADED
CASEY, GEORGE/ETHYL TRUST (Continued) S106924073
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 909-423-0204
GRAND TERRACE, CA 92313
Owner/operator address: 21801 BARTON RD
Owner/operator name: CHRIS VENABLE
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-423-0204
GRAND TERRACE, CA 92313
Owner/operator address: 21801 BARTON RD
Owner/operator name: JAMES MCMINN
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 909-423-0204
GRAND TERRACE, CA 92313-4402
Contact address: 21801 BARTON RD
Contact: CHRIS VENABLE
EPA ID: CAL000378232
GRAND TERRACE, CA 92313-4402
Facility address: 21801 BARTON RD
Facility name: MC MINN EQUIPMENT RENTAL & LEASING INC
Date form received by agency: 09/18/2012
RCRA NonGen / NLR:
352 ft. Site 4 of 5 in cluster D
0.067 mi.
Relative:
Higher
Actual:
963 ft.
< 1/8 GRAND TERRACE, CA 92313
SE 21801 BARTON RD CAL000378232
D13 MC MINN EQUIPMENT RENTAL & LEASING INC 1024835732 RCRA NonGen / NLR To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 48
7.d
Packet Pg. 1052 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Waste Manifests for at least 3 years (CCR 66262.40(a))
Violation Notes: Returned to compliance on 07/27/2017. Failure to retain Hazardous Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and/or electronically submit a business plan when Section(s) 25508(d)
Citation: HSC 6.95 25508(d) - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10050361
Site ID: 47313
CERS HAZ WASTE:
EPAID: cal000878232
Owner Country: United States
Owner Zip Code: 92313
Owner State: CA
Owner Mail Address: 21801 E BARTON RD
Owner Phone: (951) 453-0821
Operator Phone: 951 232 4187
Operator Name: Tawny Johnson
Mailing Address Zip Code: 92313
Mailing Address State: CA
Mailing Address City: GRAND TERRACE
Mailing Address: 21801 E BARTON RD unit B
Fax: 909 514 0553
Phone: 909 423-0204
Business Name: MC MINN EQUIP RENTAL & LEASING
Facility ID: FA0009802
CERSID: 10050361
Owner: MCMINN, JIM
City/Zip: GRAND TERRACE,92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
AST:
352 ft. Site 5 of 5 in cluster D CERS
0.067 mi. San Bern. Co. Permit
Relative:
Higher
Actual:
963 ft.
< 1/8 GRAND TERRACE, CA 92313 CERS TANKS
SE 21801 E BARTON RD CERS HAZ WASTE N/A
D14 MC MINN EQUIP RENTAL & LEASING AST S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 49
7.d
Packet Pg. 1053 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department Countermeasure (SPCC) Plan .
Violation Description: Failure to prepare and implement a Spill Prevention Control and
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/28/2017. Failure to label hazardous waste Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Number (CCR 66262.12(a))
Violation Notes: Returned to compliance on 12/10/2015. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 07/27/2017. Failure to note accumulation Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 50
7.d
Packet Pg. 1054 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department facility to prevent a fire, spill or release (CCR 66265.31) Violation Notes: Returned to compliance on 07/27/2017. Failure to operate and maintain Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: NON INSPECTION RELATED VIOLATION
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 08-28-2017
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department disposal receipts for at least 3 years (CHSC 25160.2(b)(3)) Violation Notes: Returned to compliance on 07/27/2017. Failure to maintain used oil Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/27/2017. Failure to complete hazardous Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 51
7.d
Packet Pg. 1055 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enf Action Source: CERS
Enf Action Program: APSA
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enforcement Action:
Eval Source: CERS
Eval Program: APSA
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS ENFORCEMENT PROJECT - ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 08-28-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HMRRP
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 52
7.d
Packet Pg. 1056 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (951) 897-5712
Entity Name: Chad Varney
Affiliation Type Desc: Operator
Entity Title: General Manager
Entity Name: Chad Varney
Affiliation Type Desc: Identification Signer
Affiliation Phone: (951) 453-0821
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD
Entity Name: MCMINN, JIM
Affiliation Type Desc: Legal Owner
Entity Name: MC MINN EQUIP RENTAL & LEASING
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD unit B
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21801 E BARTON RD
Entity Name: Chad Varney
Affiliation Type Desc: Environmental Contact
Entity Name: Chad Varney
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 53
7.d
Packet Pg. 1057 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Number (CCR 66262.12(a))
Violation Notes: Returned to compliance on 12/10/2015. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 07/27/2017. Failure to note accumulation Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Waste Manifests for at least 3 years (CCR 66262.40(a))
Violation Notes: Returned to compliance on 07/27/2017. Failure to retain Hazardous Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and/or electronically submit a business plan when Section(s) 25508(d)
Citation: HSC 6.95 25508(d) - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violations:
CERS Description: Aboveground Petroleum Storage
CERS ID: 10050361
Site ID: 47313
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
CERS TANKS:
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 54
7.d
Packet Pg. 1058 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department disposal receipts for at least 3 years (CHSC 25160.2(b)(3)) Violation Notes: Returned to compliance on 07/27/2017. Failure to maintain used oil Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/27/2017. Failure to complete hazardous Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department Countermeasure (SPCC) Plan .
Violation Description: Failure to prepare and implement a Spill Prevention Control and
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/28/2017. Failure to label hazardous waste Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 55
7.d
Packet Pg. 1059 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS ENFORCEMENT PROJECT - ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 08-28-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department facility to prevent a fire, spill or release (CCR 66265.31) Violation Notes: Returned to compliance on 07/27/2017. Failure to operate and maintain Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: NON INSPECTION RELATED VIOLATION
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 08-28-2017
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 56
7.d
Packet Pg. 1060 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Name: Chad Varney
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enf Action Source: CERS
Enf Action Program: APSA
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enforcement Action:
Eval Source: CERS
Eval Program: APSA
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 57
7.d
Packet Pg. 1061 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0016650
Owner: MCMINN, JIM
Facility ID: FA0009802
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
Expiration Date: 05/31/2019
Facility Status: ACTIVE
Permit Category: APSA 1,320-10,000 GAL FAC CAPACITY
Permit Number: PT0021271
Owner: MCMINN, JIM
Facility ID: FA0009802
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
San Bern. Co. Permit:
Affiliation Phone: (951) 897-5712
Entity Name: Chad Varney
Affiliation Type Desc: Operator
Entity Title: General Manager
Entity Name: Chad Varney
Affiliation Type Desc: Identification Signer
Affiliation Phone: (951) 453-0821
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD
Entity Name: MCMINN, JIM
Affiliation Type Desc: Legal Owner
Entity Name: MC MINN EQUIP RENTAL & LEASING
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD unit B
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21801 E BARTON RD
Entity Name: Chad Varney
Affiliation Type Desc: Environmental Contact
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 58
7.d
Packet Pg. 1062 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 07/27/2017. Failure to note accumulation Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Waste Manifests for at least 3 years (CCR 66262.40(a))
Violation Notes: Returned to compliance on 07/27/2017. Failure to retain Hazardous Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and/or electronically submit a business plan when Section(s) 25508(d)
Citation: HSC 6.95 25508(d) - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10050361
Site ID: 47313
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
CERS:
Expiration Date: 05/31/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0016649
Owner: MCMINN, JIM
Facility ID: FA0009802
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21801 E BARTON RD
Name: MC MINN EQUIP RENTAL & LEASING
Expiration Date: 05/31/2019
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 59
7.d
Packet Pg. 1063 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/27/2017. Failure to complete hazardous Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: APSA
Violation Division: San Bernardino County Fire Department Countermeasure (SPCC) Plan .
Violation Description: Failure to prepare and implement a Spill Prevention Control and
6.67, Section(s) 25270.4.5(a)
Citation: HSC 6.67 25270.4.5(a) - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/28/2017. Failure to label hazardous waste Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Number (CCR 66262.12(a))
Violation Notes: Returned to compliance on 12/10/2015. Failure to obtain an EPA ID Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 60
7.d
Packet Pg. 1064 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS ENFORCEMENT PROJECT - ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 08-28-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department facility to prevent a fire, spill or release (CCR 66265.31) Violation Notes: Returned to compliance on 07/27/2017. Failure to operate and maintain Violation Description: Haz Waste Generator Program - Operations/Maintenance - General
6.5, Section(s) Multiple Sections
Citation: HSC 6.5 Multiple Sections - California Health and Safety Code, Chapter Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: NON INSPECTION RELATED VIOLATION
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 08-28-2017
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department disposal receipts for at least 3 years (CHSC 25160.2(b)(3)) Violation Notes: Returned to compliance on 07/27/2017. Failure to maintain used oil Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 10-08-2015
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 61
7.d
Packet Pg. 1065 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enf Action Source: CERS
Enf Action Program: APSA
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 10-08-2015
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 21801 E BARTON RD
Site Name: MC MINN EQUIP RENTAL & LEASING
Site ID: 47313
Enforcement Action:
Eval Source: CERS
Eval Program: APSA
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
HHW.
Eval Notes: INSPECTION OF MC MINN EQUIP RENTAL AND LEASING WITH ALEJANDRA FROM Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 10-08-2015
Eval General Type: Compliance Evaluation Inspection
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 62
7.d
Packet Pg. 1066 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (951) 897-5712
Entity Name: Chad Varney
Affiliation Type Desc: Operator
Entity Title: General Manager
Entity Name: Chad Varney
Affiliation Type Desc: Identification Signer
Affiliation Phone: (951) 453-0821
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD
Entity Name: MCMINN, JIM
Affiliation Type Desc: Legal Owner
Entity Name: MC MINN EQUIP RENTAL & LEASING
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21801 E BARTON RD unit B
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: Grand Terrace
Affiliation Address: 21801 E BARTON RD
Entity Name: Chad Varney
Affiliation Type Desc: Environmental Contact
Entity Name: Chad Varney
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
MC MINN EQUIP RENTAL & LEASING (Continued) S106911441
City,State,Zip: GRAND TERRACE, CA 92324
Address: 21850 GRAND TERRACE RD
Name: BEN REYNOLDS
HIST UST:
403 ft. Site 1 of 2 in cluster E
0.076 mi.
Relative:
Higher
Actual:
965 ft.
< 1/8 GRAND TERRACE, CA 92324
NE 21850 GRAND TERRACE RD N/A
E15 BEN REYNOLDS HIST UST U001574641
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 63
7.d
Packet Pg. 1067 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Click here for Geo Tracker PDF:
Leak Detection: None
Type of Fuel: UNLEADED
Tank Used for: PRODUCT
Tank Capacity: 00001000
Year Installed: 1973
Container Num: 1
Tank Num: 001
Total Tanks: 0001
Owner City,St,Zip: GRAND TERRACE, CA 92324
Owner Address: 21850 GRAND TERRACE RD.
Owner Name: BEN REYNOLDS
Telephone: 7147831555
Other Type: PERSONAL USE
Facility Type: Other
Facility ID: 00000043554
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/000299F5.pdf File Number: 000299F5
BEN REYNOLDS (Continued) U001574641
Click here for Geo Tracker PDF:
Leak Detection: Stock Inventor
Type of Fuel: 06
Tank Used for: PRODUCT
Tank Capacity: 00003000
Year Installed: 1973
Container Num: 1
Tank Num: 001
Total Tanks: 0001
Owner City,St,Zip: GRND TERRACE, CA 92324
Owner Address: 21850 GRAND TERRANCCE RD.
Owner Name: MICHAEL J. CRIMER
Telephone: 7148252622
Contact Name: MICHAEL CRINER
Other Type: FUND RAISER
Facility Type: Other
Facility ID: 00000043024
Region: STATE
URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002A257.pdf File Number: 0002A257
City,State,Zip: GRAND TERRACE, CA 92324
Address: 21850 GRAND TERRACE RD
Name: MICHAEL J CRIMER
HIST UST:
403 ft. Site 2 of 2 in cluster E
0.076 mi.
Relative:
Higher
Actual:
965 ft.
< 1/8 GRAND TERRACE, CA 92324
NE 21850 GRAND TERRACE RD N/A
E16 MICHAEL J CRIMER HIST UST U001574685
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 64
7.d
Packet Pg. 1068 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-783-1394
GRAND TERRACE, CA 92313
Owner/operator address: 12190 LA CROSSE AVE
Owner/operator name: GRAND TERRACE COLLISION CENTER INC Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 949-495-0999
LAGUNA NIGUEL, CA 92677
Owner/operator address: 29982 IVY GLEN DRIVE SUITE 201
Owner/operator name: JON GYPSYN
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 949-495-0999
LAGUNA NIGUEL, CA 92677-0000
Contact address: 29982 IVY GLEN DRIVE SUITE 201
Contact: JON GYPSYN
EPA ID: CAL000426693
GRAND TERRACE, CA 92313
Facility address: 12190 LA CROSSE AVE
Facility name: 1ST CERTIFIED COLLISION-GRAND TERRACE
Date form received by agency: 04/07/2017
RCRA NonGen / NLR:
556 ft. Site 1 of 3 in cluster F
0.105 mi.
Relative:
Higher
Actual:
970 ft.
< 1/8 GRAND TERRACE, CA 92313
SE 12190 LA CROSSE AVE CAL000426693
F17 1ST CERTIFIED COLLISION-GRAND TERRACE 1024859508 RCRA NonGen / NLR To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 65
7.d
Packet Pg. 1069 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 909-783-1394
GRAND TERRACE, CA 92313
Owner/operator address: 12190 LA CROSSE AVE
Owner/operator name: TERRY LAMBERT - PRESIDENT
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-783-1394
GRAND TERRACE, CA 92313
Owner/operator address: 12190 LA CROSSE AVE
Owner/operator name: TERRY LAMBERT
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 909-783-1394
GRAND TERRACE, CA 92313
Contact address: 12190 LA CROSSE AVE
Contact: TERRY LAMBERT - PRESIDENT
EPA ID: CAL000328689
GRAND TERRACE, CA 92313-4467
Facility address: 12190 LA CROSSE AVE
Facility name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION Date form received by agency: 01/14/2008
RCRA NonGen / NLR:
556 ft. Site 2 of 3 in cluster F
0.105 mi.
Relative:
Higher
Actual:
970 ft.
< 1/8 GRAND TERRACE, CA 92313
SE 12190 LA CROSSE AVE CAL000328689
F18 IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION 1024819215 RCRA NonGen / NLR To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 66
7.d
Packet Pg. 1070 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site ID: 12741
Coordinates:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 12190 LA CROSSE AVE
Site Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Site ID: 12741
Enforcement Action:
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 05/20/2016.
business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-20-2016
Site Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Site ID: 12741
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10040575
Site ID: 12741
CERS HAZ WASTE:
556 ft. Site 3 of 3 in cluster F CERS
0.105 mi. San Bern. Co. Permit
Relative:
Higher
Actual:
970 ft.
< 1/8 GRAND TERRACE, CA 92313 HAZNET
SE 12190 LA CROSSE AVE EMI N/A
F19 1ST CERTIFIED COLLISION GRAND TERRACE CERS HAZ WASTE S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 67
7.d
Packet Pg. 1071 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Name: IN AND OUT PAINT-BLUE MOUNTAIN COLLISION
EMI:
Entity Title: Env. Engineer
Entity Name: Jon Gypsyn
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 12190 LA CROSSE AVE
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92677
Affiliation State: CA
Affiliation City: LAGUNA NIGUEL
Affiliation Address: 29982 IVY GLENN DR, SUITE 201
Entity Name: JON GYPSYN
Affiliation Type Desc: Environmental Contact
Entity Name: JON GYPSYN
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation Phone: (909) 783-1394
Entity Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-1394
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 12190 LA CROSSE AVE
Entity Name: 1ST CERTIFIED
Affiliation Type Desc: Legal Owner
Entity Name: REDLANDS AUTO BODY & FRAME
Affiliation Type Desc: Parent Corporation
Affiliation:
Longitude: -117.327538
Latitude: 34.032455
Ref Point Type Desc: Unknown
Program ID: 10040575
Env Int Type Code: HWG
Facility Name: 1ST CERTIFIED COLLISION GRAND TERRACE
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 68
7.d
Packet Pg. 1072 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Year: 2017
City,State,Zip: GRAND TERRACE, CA 923134467
Address: 12190 LA CROSSE AVE
Name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 214-Unspecified solvent mixture
Tons: 0.198
TSD County: Los Angeles
TSD EPA ID: CAD008252405
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923130000
Mailing Address: 12190 LA CROSSE AVE
Telephone: 9097831394
Contact: TERRY LAMBERT - PRESIDENT
GEPAID: CAL000328689
Year: 2017
City,State,Zip: GRAND TERRACE, CA 923134467
Address: 12190 LA CROSSE AVE
Name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION
HAZNET:
Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.00630539 Particulate Matter Tons/Yr: 0.00657
SOX - Oxides of Sulphur Tons/Yr: 1.45e-005
NOX - Oxides of Nitrogen Tons/Yr: 0.00313
Carbon Monoxide Emissions Tons/Yr: 0.000843
Reactive Organic Gases Tons/Yr: 0.117571
Total Organic Hydrocarbon Gases Tons/Yr: 0.1188959559
Air District Name: SOUTH COAST AQMD
SIC Code: 7532
Air District Name: SC
Facility ID: 137856
Air Basin: SC
County Code: 36
Year: 2016
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12190 LA CROSSE AVE
Name: IN AND OUT PAINT-BLUE MOUNTAIN COLLISION
Part. Matter 10 Micrometers and Smllr Tons/Yr: 2e-005
Particulate Matter Tons/Yr: 2e-005
SOX - Oxides of Sulphur Tons/Yr: 3.08e-006
NOX - Oxides of Nitrogen Tons/Yr: 0.00048
Carbon Monoxide Emissions Tons/Yr: 0.00012
Reactive Organic Gases Tons/Yr: 0.02508
Total Organic Hydrocarbon Gases Tons/Yr: 0.025347680662 Air District Name: SOUTH COAST AQMD
SIC Code: 7532
Air District Name: SC
Facility ID: 137856
Air Basin: SC
County Code: 36
Year: 2012
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12190 LA CROSSE AVE
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 69
7.d
Packet Pg. 1073 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923130000
Mailing Address: 12190 LA CROSSE AVE
Telephone: 9097831394
Contact: TERRY LAMBERT - PRESIDENT
GEPAID: CAL000328689
Year: 2016
City,State,Zip: GRAND TERRACE, CA 923134467
Address: 12190 LA CROSSE AVE
Name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 133-Aqueous solution with total organic residues 10 percent or more Tons: 0.7089
TSD County: Los Angeles
TSD EPA ID: CAD008252405
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923130000
Mailing Address: 12190 LA CROSSE AVE
Telephone: 9097831394
Contact: TERRY LAMBERT - PRESIDENT
GEPAID: CAL000328689
Year: 2017
City,State,Zip: GRAND TERRACE, CA 923134467
Address: 12190 LA CROSSE AVE
Name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 214-Unspecified solvent mixture
Tons: 0.198
TSD County: Los Angeles
TSD EPA ID: CAD008252405
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923130000
Mailing Address: 12190 LA CROSSE AVE
Telephone: 9097831394
Contact: TERRY LAMBERT - PRESIDENT
GEPAID: CAL000328689
Year: 2017
City,State,Zip: GRAND TERRACE, CA 923134467
Address: 12190 LA CROSSE AVE
Name: IN & OUT PAINT & BODY/BLUE MOUNTAIN COLLISION
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 133-Aqueous solution with total organic residues 10 percent or more Tons: 0.7089
TSD County: Los Angeles
TSD EPA ID: CAD008252405
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923130000
Mailing Address: 12190 LA CROSSE AVE
Telephone: 9097831394
Contact: TERRY LAMBERT - PRESIDENT
GEPAID: CAL000328689
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 70
7.d
Packet Pg. 1074 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 05/20/2016.
business plan is complete, accurate, and up-to-date.
Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-20-2016
Site Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Site ID: 12741
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10040575
Site ID: 12741
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12190 LA CROSSE AVE
Name: 1ST CERTIFIED COLLISION GRAND TERRACE
CERS:
Expiration Date: 02/28/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS
Permit Number: PT0001360
Owner: 1ST CERTIFIED
Facility ID: FA0003928
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12190 LA CROSSE AVE
Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Expiration Date: 02/28/2019
Facility Status: ACTIVE
Permit Category: CONDITIONALLY EXEMPT SM QTY GENERATOR
Permit Number: PT0001361
Owner: 1ST CERTIFIED
Facility ID: FA0003928
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12190 LA CROSSE AVE
Name: 1ST CERTIFIED COLLISION GRAND TERRACE
San Bern. Co. Permit:
13 additional CA_HAZNET: record(s) in the EDR Site Report.
Click this hyperlink while viewing on your computer to access Facility County: San Bernardino
Method: H020-Solvents Recovery
CA Waste Code: 214-Unspecified solvent mixture
Tons: 0.144
TSD EPA ID: MXC130619001
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 71
7.d
Packet Pg. 1075 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Type Desc: CUPA District
Affiliation Phone: (909) 783-1394
Entity Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-1394
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 12190 LA CROSSE AVE
Entity Name: 1ST CERTIFIED
Affiliation Type Desc: Legal Owner
Entity Name: REDLANDS AUTO BODY & FRAME
Affiliation Type Desc: Parent Corporation
Affiliation:
Longitude: -117.327538
Latitude: 34.032455
Ref Point Type Desc: Unknown
Program ID: 10040575
Env Int Type Code: HWG
Facility Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Site ID: 12741
Coordinates:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-20-2016
Site Zip: 92313
Site City: GRAND TERRACE
Site Address: 12190 LA CROSSE AVE
Site Name: 1ST CERTIFIED COLLISION GRAND TERRACE
Site ID: 12741
Enforcement Action:
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 05-20-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 72
7.d
Packet Pg. 1076 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Title: Env. Engineer
Entity Name: Jon Gypsyn
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92313
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 12190 LA CROSSE AVE
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92677
Affiliation State: CA
Affiliation City: LAGUNA NIGUEL
Affiliation Address: 29982 IVY GLENN DR, SUITE 201
Entity Name: JON GYPSYN
Affiliation Type Desc: Environmental Contact
Entity Name: JON GYPSYN
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
1ST CERTIFIED COLLISION GRAND TERRACE (Continued) S113151245 Expiration Date: 04/30/2018
Facility Status: INACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS
Permit Number: PT0021482
Owner: Tom Engelsman
Facility ID: FA0012191
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12028 LA CROSSE AVE
Name: AUTO DIAGNOSTICS SERVICES
Expiration Date: 04/30/2018
Facility Status: INACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0021483
Owner: Tom Engelsman
Facility ID: FA0012191
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12028 LA CROSSE AVE
Name: AUTO DIAGNOSTICS SERVICES
San Bern. Co. Permit:
621 ft. Site 1 of 2 in cluster G
0.118 mi.
Relative:
Higher
Actual:
982 ft.
< 1/8 GRAND TERRACE, CA 92313
East 12028 LA CROSSE AVE N/A
G20 AUTO DIAGNOSTICS SERVICES San Bern. Co. Permit S109598400 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 73
7.d
Packet Pg. 1077 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Expiration Date: 04/30/2008
Facility Status: INACTIVE
Permit Category: SPECIAL HANDLER
Permit Number: PT0007897
Owner: ANIMAL EMERGENCY CLINIC
Facility ID: FA0000964
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12022 LA CROSSE AVE
Name: ANIMAL EMERGENCY CLINIC
Expiration Date: 04/30/2008
Facility Status: INACTIVE
Permit Category: SPECIAL GENERATOR
Permit Number: PT0007896
Owner: ANIMAL EMERGENCY CLINIC
Facility ID: FA0000964
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 12022 LA CROSSE AVE
Name: ANIMAL EMERGENCY CLINIC
San Bern. Co. Permit:
626 ft. Site 2 of 2 in cluster G
0.119 mi.
Relative:
Higher
Actual:
982 ft.
< 1/8 GRAND TERRACE, CA 92313
East 12022 LA CROSSE AVE N/A
G21 ANIMAL EMERGENCY CLINIC San Bern. Co. Permit S105974274 Expiration Date: 09/30/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0023703
Owner: LUNSTRUM, TIM
Facility ID: FA0013440
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2277 LA CROSSE AVE UNIT 302
Name: TIM’S MOBILE TRUCK REPAIR INC
Expiration Date: 09/30/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0023702
Owner: LUNSTRUM, TIM
Facility ID: FA0013440
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2277 LA CROSSE AVE UNIT 302
Name: TIM’S MOBILE TRUCK REPAIR INC
San Bern. Co. Permit:
666 ft. Site 1 of 3 in cluster H
0.126 mi.
Relative:
Higher
Actual:
963 ft.
1/8-1/4 COLTON, CA 92324
SSE 2277 LA CROSSE AVE UNIT 302 N/A
H22 TIM’S MOBILE TRUCK REPAIR INC San Bern. Co. Permit S110497036 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 74
7.d
Packet Pg. 1078 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 909-783-9128
GRAND TERRACE, CA 92313
Owner/operator address: 21850 GRAND TERRACE RD
Owner/operator name: TIMS MOBILE TRUCK REPAIR INC
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 909-783-3335
COLTON, CA 92324
Owner/operator address: 2277 LA CROSSE AVE # 302
Owner/operator name: TIMOTHY LUNSTRUM
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 909-783-3335
COLTON, CA 92324
Contact address: 2277 LA CROSSE AVE # 302
Contact: TIMOTHY LUNSTRUM
COLTON, CA 92324-4412
Mailing address: 2277 LA CROSS AVE #302
EPA ID: CAL000345548
COLTON, CA 92324-4440
Facility address: 2277 LA CROSSE AVE # 302
Facility name: TIMS MOBILE TRUCK REPAIR INC
Date form received by agency: 08/06/2009
RCRA NonGen / NLR:
666 ft. Site 2 of 3 in cluster H
0.126 mi.
Relative:
Higher
Actual:
963 ft.
1/8-1/4 COLTON, CA 92324
SSE 2277 LA CROSSE AVE # 302 CAL000345548
H23 TIMS MOBILE TRUCK REPAIR INC RCRA NonGen / NLR 1024823856 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 75
7.d
Packet Pg. 1079 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Notes: GENERATOR INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 09-29-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 06/26/2017. Failure to Submit the BP (CERS) thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Section(s) 25505(a)
Citation: HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 08-07-2013
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 06/26/2017.
date.
business plan is complete and accurate on or before the annual due Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 09-29-2016
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10311661
Site ID: 76593
CERS HAZ WASTE:
Waste Tire Permit Summary: No Permit record for this business.
Mailing Phone: (909) 783-3335
Mailing County: San Bernardino
Mailing Zip: 92324
Mailing State: CA
Mailing City: Colton
Mailing Address: 2277 La Crosse Avenue #302
Contact Person: Katherine Lunstrum, Tim Lunstrum
Facility Phone: (909) 783-3335
Facility ID: 1906207
City: COLTON
Address: 2277 LA CROSSE AVENUE #302
Name: TIM’S MOBILE TRUCK REPAIR, INC.
HAULERS:
666 ft. Site 3 of 3 in cluster H
0.126 mi. CERS
Relative:
Higher
Actual:
963 ft.
1/8-1/4 COLTON, CA 92324 HAZNET
SSE 2277 LA CROSSE AVENUE #302 CERS HAZ WASTE N/A
H24 TIM’S MOBILE TRUCK REPAIR, INC. HAULERS S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 76
7.d
Packet Pg. 1080 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 09-29-2016
Site Zip: 92324
Site City: COLTON
Site Address: 2277 LA CROSSE AVE UNIT 302
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 08-07-2013
Site Zip: 92324
Site City: COLTON
Site Address: 2277 LA CROSSE AVE UNIT 302
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: HANDLER INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-29-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: No BP submission on file
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 08-07-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: Mgr unavailable, discussed permits/regs/CERS with lead Tech Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 08-07-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 77
7.d
Packet Pg. 1081 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 783-3335
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21850 GRAND TERRACE RD
Entity Name: LUNSTRUM, TIM
Affiliation Type Desc: Legal Owner
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Entity Name: TIM’S MOBILE TRUCK REPAIR INC
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (951) 453-2852
Entity Name: TIMOTHY P. LUNSTRUM
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-2100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2275 La Crosse Ave #100
Entity Name: LA CROSSE BUSINESS PARK
Affiliation Type Desc: Property Owner
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2277 LA CROSSE AVE UNIT 302
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Katherine Lunstrum
Affiliation Type Desc: Document Preparer
Entity Title: PRESIDENT
Entity Name: Katherine Lunstrum
Affiliation Type Desc: Identification Signer
Affiliation Zip: 91706
Affiliation State: CA
Affiliation City: IRWINDALE
Affiliation Address: 5820 MARTIN RD
Entity Name: CLEAN TECH ENVIRONMENTAL
Affiliation Type Desc: Environmental Contact
Affiliation:
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 78
7.d
Packet Pg. 1082 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 06/26/2017.
date.
business plan is complete and accurate on or before the annual due Violation Description: Failure to annually review and electronically certify that the Section(s) 25508.2
Citation: HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95, Violation Date: 09-29-2016
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10311661
Site ID: 76593
City,State,Zip: COLTON, CA 92324
Address: 2277 LA CROSSE AVE UNIT 302
Name: TIM’S MOBILE TRUCK REPAIR INC
CERS:
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 343-Unspecified organic liquid mixture
Tons: 0.1
TSD County: Los Angeles
TSD EPA ID: CAD008302903
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134412
Mailing Address: 21850 GRAND TERRACE RD
Telephone: 9097833335
Contact: TIMOTHY LUNSTRUM
GEPAID: CAL000345548
Year: 2014
City,State,Zip: COLTON, CA 923244440
Address: 2277 LA CROSSE AVE # 302
Name: TIMS MOBILE TRUCK REPAIR INC
Facility County: San Bernardino
Method: H061-Fuel Blending Prior To Energy Recovery At Another Site CA Waste Code: 343-Unspecified organic liquid mixture
Tons: 0.1
TSD County: Los Angeles
TSD EPA ID: CAD008302903
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134412
Mailing Address: 21850 GRAND TERRACE RD
Telephone: 9097833335
Contact: TIMOTHY LUNSTRUM
GEPAID: CAL000345548
Year: 2014
City,State,Zip: COLTON, CA 923244440
Address: 2277 LA CROSSE AVE # 302
Name: TIMS MOBILE TRUCK REPAIR INC
HAZNET:
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 79
7.d
Packet Pg. 1083 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site Zip: 92324
Site City: COLTON
Site Address: 2277 LA CROSSE AVE UNIT 302
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: HANDLER INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-29-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: No BP submission on file
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 08-07-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: Mgr unavailable, discussed permits/regs/CERS with lead Tech Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 08-07-2013
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: GENERATOR INSPECTION
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 09-29-2016
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 06/26/2017. Failure to Submit the BP (CERS) thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Section(s) 25505(a)
Citation: HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 08-07-2013
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 80
7.d
Packet Pg. 1084 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Name: TIM’S MOBILE TRUCK REPAIR INC
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (951) 453-2852
Entity Name: TIMOTHY P. LUNSTRUM
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-2100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2275 La Crosse Ave #100
Entity Name: LA CROSSE BUSINESS PARK
Affiliation Type Desc: Property Owner
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2277 LA CROSSE AVE UNIT 302
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Katherine Lunstrum
Affiliation Type Desc: Document Preparer
Entity Title: PRESIDENT
Entity Name: Katherine Lunstrum
Affiliation Type Desc: Identification Signer
Affiliation Zip: 91706
Affiliation State: CA
Affiliation City: IRWINDALE
Affiliation Address: 5820 MARTIN RD
Entity Name: CLEAN TECH ENVIRONMENTAL
Affiliation Type Desc: Environmental Contact
Affiliation:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 09-29-2016
Site Zip: 92324
Site City: COLTON
Site Address: 2277 LA CROSSE AVE UNIT 302
Site Name: TIM’S MOBILE TRUCK REPAIR INC
Site ID: 76593
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 08-07-2013
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 81
7.d
Packet Pg. 1085 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 783-3335
Affiliation Zip: 92313
Affiliation Country: United States
Affiliation State: CA
Affiliation City: GRAND TERRACE
Affiliation Address: 21850 GRAND TERRACE RD
Entity Name: LUNSTRUM, TIM
Affiliation Type Desc: Legal Owner
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
TIM’S MOBILE TRUCK REPAIR, INC. (Continued) S118231858
Expiration Date: 08/31/2013
Facility Status: INACTIVE
Permit Category: HAZMAT HANDLER 26-50 EMPLOYEES
Permit Number: PT0009134
Owner: ORKIN PEST CONTROL #754
Facility ID: FA0005122
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2233 LA CROSSE ST
Name: ORKIN PEST CONTROL #754
San Bern. Co. Permit:
778 ft. Site 1 of 2 in cluster I
0.147 mi.
Relative:
Higher
Actual:
963 ft.
1/8-1/4 COLTON, CA 92324
SSE 2233 LA CROSSE ST N/A
I25 ORKIN PEST CONTROL #754 San Bern. Co. Permit S109521096 Expiration Date: 07/31/2002
Facility Status: INACTIVE
Permit Category: HAZMAT HANDLER 0-10 EMPLOYEES
Permit Number: PT0009421
Owner: AIR LIQUIDE AMERICA CORP
Facility ID: FA0000719
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2185 LA CROSSE AVE
Name: AIR LIQUIDE AMERICA CORP
San Bern. Co. Permit:
778 ft. Site 2 of 2 in cluster I
0.147 mi.
Relative:
Higher
Actual:
963 ft.
1/8-1/4 COLTON, CA 92324
SSE 2185 LA CROSSE AVE N/A
I26 AIR LIQUIDE AMERICA CORP San Bern. Co. Permit S106910660 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 82
7.d
Packet Pg. 1086 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to establish and implement a Hazardous Materials Section(s) 25503.5(a)
Citation: HSC 6.95 25503.5(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Number (CCR 66262.12(a))
Violation Notes: Returned to compliance on 08/29/2017. Failure to obtain an EPA ID General
Violation Description: Hazardous Waste Generator Program - Administration/Documentation - Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: NON INSPECTION RELATED VIOLATION
quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 12-04-2017
Site Name: Precision Motion
Site ID: 58535
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10483546
Site ID: 58535
CERS HAZ WASTE:
891 ft. Site 1 of 2 in cluster J
0.169 mi. CERS
Relative:
Lower
Actual:
955 ft.
1/8-1/4 COLTON, CA 92324 San Bern. Co. Permit
South 2281 LA CROSSE AVE STE 508 HAZNET N/A
J27 PRECISION MOTION CERS HAZ WASTE S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 83
7.d
Packet Pg. 1087 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Hazardous Materials Handler permit (SBCC 23.0602(a))
Violation Notes: Returned to compliance on 07/26/2017. Failure to obtain a CUPA Ordinance
Violation Description: Business Plan Program - Administration/Documentation - General Local Citation: Un-Specified
Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/26/2017. Failure to complete hazardous Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 07/26/2017.
with the requirements.
Violation Description: Failure to properly manage used oil and/or fuel filters in accordance Section(s) 25250.22
Citation: HSC 6.5 25250.22 - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/26/2017. Failure to label hazardous waste Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Failure to establish a Contingency Plan (CCR 66265.51(a)) Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 84
7.d
Packet Pg. 1088 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Failure to establish a Contingency Plan (CCR 66265.51(a)) Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 02/25/2014. Failure to complete hazardous Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Hazardous Waste Generator Permit (SBCC 23.0602(b)(1))
Violation Notes: Returned to compliance on 07/26/2017. Failure to obtain a CUPA Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 07/26/2017. Failure to note accumulation Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 85
7.d
Packet Pg. 1089 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department facility to prevent a fire, spill or release (CCR 66265.31) Violation Notes: Returned to compliance on 07/26/2017. Failure to operate and maintain Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 02/25/2014. Failure to label hazardous waste Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Section(s) 25505(a)
Citation: HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 02/25/2014. Failure to note accumulation PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 86
7.d
Packet Pg. 1090 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 02-25-2014
Site Zip: 92324
Site City: COLTON
Site Address: 2281 LA CROSSE AVE STE 508
Site Name: Precision Motion
Site ID: 58535
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE HANDLER INSPECTION-PRECISION MOTION Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS ENFORCEMENT PROJECT - ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 12-04-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECT
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 02-25-2014
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE GENERATOR INSPECTION-PRECISION MOTION Eval Type: Routine done by local agency
Violations Found: Yes
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 87
7.d
Packet Pg. 1091 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Facility County: San Bernardino
Regeneration, Organics Recovery Ect
Method: H039-Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 221-Waste oil and mixed oil
Tons: 0.19
TSD County: Los Angeles
TSD EPA ID: CAD099452708
Gen County: San Bernardino
Mailing City,St,Zip: COLTON, CA 923244465
Mailing Address: 2281 LA CROSSE AVE STE 508
Telephone: 9094240974
Contact: RAYMOND GERROBO
GEPAID: CAC002657780
Year: 2010
City,State,Zip: COLTON, CA 923244465
Address: 2281 LA CROSSE AVE STE 508
Name: JACO CUSTOM MOLDING INC
HAZNET:
Entity Name: Donald Kravig
Affiliation Type Desc: Document Preparer
Entity Name: Precision Motion
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Nikolas Kravig
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (951) 784-0425
Entity Name: Precision Motion
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-0425
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Donald Kravig
Affiliation Type Desc: Legal Owner
Entity Title: President
Entity Name: Donald Kravig
Affiliation Type Desc: Identification Signer
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 88
7.d
Packet Pg. 1092 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 12-04-2017
Site Name: Precision Motion
Site ID: 58535
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10483546
Site ID: 58535
City,State,Zip: COLTON, CA 92324
Address: 2281 LA CROSSE AVE STE 508
Name: PRECISION MOTION
CERS:
Expiration Date: 03/31/2019
Facility Status: ACTIVE
Permit Category: SMALL QUANTITY GENERATOR
Permit Number: PT0027756
Owner: Donald Kravig
Facility ID: FA0015307
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2281 LA CROSSE AVE STE 508
Name: PRECISION MOTION
Expiration Date: 03/31/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0037024
Owner: Donald Kravig
Facility ID: FA0015307
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2281 LA CROSSE AVE STE 508
Name: PRECISION MOTION
San Bern. Co. Permit:
Facility County: San Bernardino
Regeneration, Organics Recovery Ect
Method: H039-Other Recovery Of Reclamation For Reuse Including Acid CA Waste Code: 221-Waste oil and mixed oil
Tons: 0.19
TSD County: Los Angeles
TSD EPA ID: CAD099452708
Gen County: San Bernardino
Mailing City,St,Zip: COLTON, CA 923244465
Mailing Address: 2281 LA CROSSE AVE STE 508
Telephone: 9094240974
Contact: RAYMOND GERROBO
GEPAID: CAC002657780
Year: 2010
City,State,Zip: COLTON, CA 923244465
Address: 2281 LA CROSSE AVE STE 508
Name: JACO CUSTOM MOLDING INC
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 89
7.d
Packet Pg. 1093 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Failure to establish a Contingency Plan (CCR 66265.51(a)) Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to establish and implement a Hazardous Materials Section(s) 25503.5(a)
Citation: HSC 6.95 25503.5(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Number (CCR 66262.12(a))
Violation Notes: Returned to compliance on 08/29/2017. Failure to obtain an EPA ID General
Violation Description: Hazardous Waste Generator Program - Administration/Documentation - Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: NON INSPECTION RELATED VIOLATION
quantities.
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 90
7.d
Packet Pg. 1094 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 07/26/2017. Failure to note accumulation Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Hazardous Materials Handler permit (SBCC 23.0602(a))
Violation Notes: Returned to compliance on 07/26/2017. Failure to obtain a CUPA Ordinance
Violation Description: Business Plan Program - Administration/Documentation - General Local Citation: Un-Specified
Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/26/2017. Failure to complete hazardous Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 07/26/2017.
with the requirements.
Violation Description: Failure to properly manage used oil and/or fuel filters in accordance Section(s) 25250.22
Citation: HSC 6.5 25250.22 - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 07/26/2017. Failure to label hazardous waste Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 91
7.d
Packet Pg. 1095 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department start date on labels (CCR 66262.34(f)(2))
Violation Notes: Returned to compliance on 02/25/2014. Failure to note accumulation Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Violation Notes: Failure to establish a Contingency Plan (CCR 66265.51(a)) Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department waste labels (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 02/25/2014. Failure to complete hazardous Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Hazardous Waste Generator Permit (SBCC 23.0602(b)(1))
Violation Notes: Returned to compliance on 07/26/2017. Failure to obtain a CUPA Violation Description: Haz Waste Generator Program - Administration/Documentation - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 92
7.d
Packet Pg. 1096 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: INSPECT
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 02-25-2014
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE GENERATOR INSPECTION-PRECISION MOTION Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department facility to prevent a fire, spill or release (CCR 66265.31) Violation Notes: Returned to compliance on 07/26/2017. Failure to operate and maintain Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 05-02-2017
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department containers (CCR 66262.34(f)(3))
Violation Notes: Returned to compliance on 02/25/2014. Failure to label hazardous waste Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department thresholds quantities of 55 gallons/500 lbs/200 cubic feet.
Business Plan when storing hazardous materials at or above the Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Section(s) 25505(a)
Citation: HSC 6.95 25505(a) - California Health and Safety Code, Chapter 6.95, Violation Date: 02-25-2014
Site Name: Precision Motion
Site ID: 58535
Violation Source: CERS
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 93
7.d
Packet Pg. 1097 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (951) 784-0425
Entity Name: Precision Motion
Affiliation Type Desc: Operator
Affiliation Phone: (909) 783-0425
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Donald Kravig
Affiliation Type Desc: Legal Owner
Entity Title: President
Entity Name: Donald Kravig
Affiliation Type Desc: Identification Signer
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 02-25-2014
Site Zip: 92324
Site City: COLTON
Site Address: 2281 LA CROSSE AVE STE 508
Site Name: Precision Motion
Site ID: 58535
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE HANDLER INSPECTION-PRECISION MOTION Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS ENFORCEMENT PROJECT - ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 12-04-2017
Eval General Type: Other/Unknown
PRECISION MOTION (Continued) S113462837
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 94
7.d
Packet Pg. 1098 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Name: Donald Kravig
Affiliation Type Desc: Document Preparer
Entity Name: Precision Motion
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2281 La Crosse Ave Ste 508
Entity Name: Nikolas Kravig
Affiliation Type Desc: Environmental Contact
PRECISION MOTION (Continued) S113462837
Owner/Operator Type: Operator
Legal status: Other
Owner/operator telephone: 605-891-8958
COLTON, CA 92324
Owner/operator address: 2281 LA CROSSE AVE STE 508
Owner/operator name: DONALD KRAVIG - OWNER
Owner/Operator Type: Owner
Legal status: Other
Owner/operator telephone: 605-891-8958
COLTON, CA 92324
Owner/operator address: 2281 LA CROSSE AVE STE 508
Owner/operator name: PRECISION MOTION INC
Owner/Operator Summary:
Description: Handler: Non-Generators do not presently generate hazardous waste Classification: Non-Generator
EPA Region: 09
Contact email: [email protected]
Contact telephone: 605-891-8958
COLTON, CA 92324
Contact address: 2281 LA CROSSE AVE STE 508
Contact: DONALD KRAVIG - OWNER
EPA ID: CAL000387380
COLTON, CA 92324-4465
Facility address: 2281 LA CROSSE AVE STE 508
Facility name: PRECISION MOTION INC
Date form received by agency: 07/15/2013
RCRA NonGen / NLR:
891 ft. Site 2 of 2 in cluster J
0.169 mi.
Relative:
Lower
Actual:
955 ft.
1/8-1/4 COLTON, CA 92324
South 2281 LA CROSSE AVE STE 508 CAL000387380
J28 PRECISION MOTION INC RCRA NonGen / NLR 1024839431
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 95
7.d
Packet Pg. 1099 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Violation Status: No violations found
Used oil transporter: No
Used oil transfer facility: No
Used oil Specification marketer: No
Used oil fuel marketer to burner: No
User oil refiner: No
Used oil processor: No
Used oil fuel burner: No
Furnace exemption: No
On-site burner exemption: No
Underground injection activity: No
Treater, storer or disposer of HW: No
Transporter of hazardous waste: Yes
Recycler of hazardous waste: No
Mixed waste (haz. and radioactive): No
U.S. importer of hazardous waste: No
Handler Activities Summary:
PRECISION MOTION INC (Continued) 1024839431
Address: 21900 BARTON RD #130
Name: A-1 CLEANERS, CHU CHANG
UTM North: 3765.7600098
UTM East: 469.79998779
BCAT Description: DRY CLEANING,DRY-TO-DRY NV,W/ SIC,PERC BCAT Number: 000603
Permit Status: INACTIVE
Representative Telephone: 909 5340276
Representative Name: CHU CHANG
Status: O
Permit Number: F82034
Application Number: 456275
Facility ID: 144298
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON RD #130
Name: A-1 CLEANERS, CHU CHANG
UTM North: 3765.7600098
UTM East: 469.79998779
BCAT Description: DRY CLEANING, DRY-TO-DRY NON-VENT, PERC BCAT Number: 000601
Permit Status: INACTIVE
Representative Telephone: 909 5340276
Representative Name: CHU CHANG
Status: O
Permit Number: F76048
Application Number: 442996
Facility ID: 144298
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON RD #130
Name: A-1 CLEANERS, CHU CHANG
DRYCLEAN SOUTH COAST:
949 ft. Site 1 of 4 in cluster K
0.180 mi.
Relative:
Higher
Actual:
982 ft.
1/8-1/4 GRAND TERRACE, CA 92313
ENE 21900 BARTON RD #130 N/A
K29 A-1 CLEANERS, CHU CHANG DRYCLEANERS S121695679
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 96
7.d
Packet Pg. 1100 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
UTM North: 3765.7600098
UTM East: 469.79998779
BCAT Description: DRY CLEANING,DRY-TO-DRY NV,W/ SIC,PERC BCAT Number: 000603
Permit Status: INACTIVE
Representative Telephone: 909 5340276
Representative Name: CHU CHANG
Status: O
Permit Number: F96333
Application Number: 471702
Facility ID: 144298
City,State,Zip: GRAND TERRACE, CA 92313
A-1 CLEANERS, CHU CHANG (Continued) S121695679
Completed Area Name: PROJECT WIDE
Completed Info:
Alias Type: Envirostor ID Number
Alias Name: 60002175
Alias Type: Project Code (Site Code)
Alias Name: 401711
Alias Type: APN
Alias Name: 0275-231-68
Potential Description: SV, SV
Confirmed COC: Tetrachloroethylene (PCE Tetrachloroethylene (PCE Potential COC: Tetrachloroethylene (PCE Tetrachloroethylene (PCE Past Use: DRY CLEANING, DRY CLEANING
APN: 0275-231-68
Longitude: -117.3266
Latitude: 34.03389
Funding: Responsible Party
Site Mgmt Req: NONE SPECIFIED
Restricted Use: NO
Special Program: CLRRA Liability Immunity (AB 389)
Senate: , 20
Assembly: , 47
Division Branch: Southern California Schools & Brownfields Outreach Supervisor: Yolanda Garza
Program Manager: Chia Rin Yen
Lead Agency: SMBRP
Regulatory Agencies: SMBRP
NPL: NO
Acres: 1.95
Site Type Detailed: Voluntary Cleanup
Site Type: Voluntary Cleanup
Site Code: 401711
Status Date: 01/28/2015
Status: Active
Facility ID: 60002175
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON ROAD
Name: A-1 CLEANERS SANBAG
ENVIROSTOR:
949 ft. Site 2 of 4 in cluster K
0.180 mi.
Relative:
Higher
Actual:
982 ft.
1/8-1/4 GRAND TERRACE, CA 92313 HAZNET
ENE 21900 BARTON ROAD VCP N/A
K30 A-1 CLEANERS SANBAG ENVIROSTOR S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 97
7.d
Packet Pg. 1101 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Comments: DTSC prepared a public notice for the site
Completed Date: 03/23/2017
Completed Document Type: Public Notice
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a fact sheet for the project
Completed Date: 03/23/2017
Completed Document Type: Fact Sheets
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a community profile for the project Completed Date: 03/23/2017
Completed Document Type: Community Profile
Completed Area Name: PROJECT WIDE
Comments: DTSC approved the RP for implementation
Completed Date: 05/16/2017
Completed Document Type: AB 389 Response Plan
Completed Area Name: PROJECT WIDE
Comments: Updated cost estimate sent per CLRRA agreement, section 6.2.2.
Completed Date: 04/03/2019
Completed Document Type: Correspondence
Completed Area Name: PROJECT WIDE
Comments: FY 1819 Estimate: $10,470
Completed Date: 08/14/2018
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Comments: DTSC completed a postHARP site form
Completed Date: 07/25/2017
Completed Document Type: Post HARP Form
Completed Area Name: PROJECT WIDE
Comments: Annual cost estimate letter sent 9/7/17.
Completed Date: 09/07/2017
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Completed Date: 05/12/2017
Completed Document Type: CEQA - Notice of Exemption
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared an annual oversight cost estimate for 2016-2017 Completed Date: 09/14/2016
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Comments: A CLRRA Agreement was fully executed for this project.
Completed Date: 02/03/2016
Completed Document Type: California Land Reuse and Revitalization Agreement Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a previsit HARP form
Completed Date: 07/06/2017
Completed Document Type: Pre-HARP Form
A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 98
7.d
Packet Pg. 1102 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Schedule Due Date: 03/29/2019
Schedule Document Type: Removal Action Completion Report Schedule Area Name: PROJECT WIDE
Future Due Date: 2019
Future Document Type: Operations and Maintenance Plan
Future Area Name: PROJECT WIDE
Completed Date: 02/28/2014
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
park community
Comments: DTSC observed confirmation soil gas sampling in the adjacent mobile Completed Date: 04/03/2018
Completed Document Type: Fieldwork
Completed Area Name: PROJECT WIDE
Completed Date: 10/19/2018
Completed Document Type: Monitoring Report
Completed Area Name: PROJECT WIDE
Comments: DTSC conditionally approved the 2nd soil gas monitoring report Completed Date: 03/20/2018
Completed Document Type: Monitoring Report
Completed Area Name: PROJECT WIDE
Comments: DTSC conducted field oversight of post excavation soil gas sampling Completed Date: 09/18/2017
Completed Document Type: Fieldwork
Completed Area Name: PROJECT WIDE
reports
Comments: DTSC issued comments on the Report that may be addressed in future Completed Date: 01/09/2018
Completed Document Type: Remedial Action Completion Report Completed Area Name: PROJECT WIDE
RP was not provided
Comments: DTSC issued comments on the soil vapor workplan. A response from the Completed Date: 08/18/2016
Completed Document Type: Site Characterization Workplan Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information Completed Date: 08/03/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information Completed Date: 07/28/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information Completed Date: 07/28/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 99
7.d
Packet Pg. 1103 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Comments: DTSC prepared an annual oversight cost estimate for 2016-2017 Completed Date: 09/14/2016
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Comments: A CLRRA Agreement was fully executed for this project.
Completed Date: 02/03/2016
Completed Document Type: California Land Reuse and Revitalization Agreement Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a previsit HARP form
Completed Date: 07/06/2017
Completed Document Type: Pre-HARP Form
Completed Area Name: PROJECT WIDE
Completed Info:
Alias Type: Envirostor ID Number
Alias Name: 60002175
Alias Type: Project Code (Site Code)
Alias Name: 401711
Alias Type: APN
Alias Name: 0275-231-68
Potential Description: SV, SV
Confirmed COC: 30022,, ,30022
Potential COC: 30022, 30022
Past Use: DRY CLEANING, DRY CLEANING
APN: 0275-231-68
Lat/Long: 34.03389 / -117.3266
Funding: Responsible Party
Restricted Use: NO
Status Date: 01/28/2015
Status: Active
Special Programs Code: CLRRA Liability Immunity (AB 389) Senate: , 20
Assembly: , 47
Site Code: 401711
Division Branch: Southern California Schools & Brownfields Outreach Supervisor: Yolanda Garza
Project Manager: Chia Rin Yen
Lead Agency Description: DTSC - Site Cleanup Program
Lead Agency: SMBRP
Cleanup Oversight Agencies: SMBRP
National Priorities List: NO
Acres: 1.95
Site Mgmt. Req.: NONE SPECIFIED
Site Type Detail: Voluntary Cleanup
Site Type: Voluntary Cleanup
Facility ID: 60002175
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON ROAD
Name: A-1 CLEANERS SANBAG
VCP:
Schedule Revised Date: 07/09/2019
Schedule Due Date: 01/01/2019
Schedule Document Type: Land Use Restriction
Schedule Area Name: PROJECT WIDE
A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 100
7.d
Packet Pg. 1104 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Completed Date: 08/03/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information Completed Date: 07/28/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information Completed Date: 07/28/2016
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a public notice for the site
Completed Date: 03/23/2017
Completed Document Type: Public Notice
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a fact sheet for the project
Completed Date: 03/23/2017
Completed Document Type: Fact Sheets
Completed Area Name: PROJECT WIDE
Comments: DTSC prepared a community profile for the project Completed Date: 03/23/2017
Completed Document Type: Community Profile
Completed Area Name: PROJECT WIDE
Comments: DTSC approved the RP for implementation
Completed Date: 05/16/2017
Completed Document Type: AB 389 Response Plan
Completed Area Name: PROJECT WIDE
Comments: Updated cost estimate sent per CLRRA agreement, section 6.2.2.
Completed Date: 04/03/2019
Completed Document Type: Correspondence
Completed Area Name: PROJECT WIDE
Comments: FY 1819 Estimate: $10,470
Completed Date: 08/14/2018
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Comments: DTSC completed a postHARP site form
Completed Date: 07/25/2017
Completed Document Type: Post HARP Form
Completed Area Name: PROJECT WIDE
Comments: Annual cost estimate letter sent 9/7/17.
Completed Date: 09/07/2017
Completed Document Type: Annual Oversight Cost Estimate Completed Area Name: PROJECT WIDE
Completed Date: 05/12/2017
Completed Document Type: CEQA - Notice of Exemption
Completed Area Name: PROJECT WIDE
A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 101
7.d
Packet Pg. 1105 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Telephone: 9094221376
Contact: CHU CHANG
GEPAID: CAL000296634
Year: 2008
City,State,Zip: GRAND TERRACE, CA 923134400
Address: 21900 BARTON RD STE 130
Name: A 1 CLEANERS
HAZNET:
Schedule Revised Date: 07/09/2019
Schedule Due Date: 01/01/2019
Schedule Document Type: Land Use Restriction
Schedule Area Name: PROJECT WIDE
Schedule Due Date: 03/29/2019
Schedule Document Type: Removal Action Completion Report Schedule Area Name: PROJECT WIDE
Future Due Date: 2019
Future Document Type: Operations and Maintenance Plan
Future Area Name: PROJECT WIDE
Completed Date: 02/28/2014
Completed Document Type: Other Report
Completed Area Name: PROJECT WIDE
park community
Comments: DTSC observed confirmation soil gas sampling in the adjacent mobile Completed Date: 04/03/2018
Completed Document Type: Fieldwork
Completed Area Name: PROJECT WIDE
Completed Date: 10/19/2018
Completed Document Type: Monitoring Report
Completed Area Name: PROJECT WIDE
Comments: DTSC conditionally approved the 2nd soil gas monitoring report Completed Date: 03/20/2018
Completed Document Type: Monitoring Report
Completed Area Name: PROJECT WIDE
Comments: DTSC conducted field oversight of post excavation soil gas sampling Completed Date: 09/18/2017
Completed Document Type: Fieldwork
Completed Area Name: PROJECT WIDE
reports
Comments: DTSC issued comments on the Report that may be addressed in future Completed Date: 01/09/2018
Completed Document Type: Remedial Action Completion Report Completed Area Name: PROJECT WIDE
RP was not provided
Comments: DTSC issued comments on the soil vapor workplan. A response from the Completed Date: 08/18/2016
Completed Document Type: Site Characterization Workplan Completed Area Name: PROJECT WIDE
Comments: Document submitted for background information A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 102
7.d
Packet Pg. 1106 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
CA Waste Code: 211-Halogenated solvents (chloroforms, methyl chloride, perchloroethylene, etc) Tons: 0.1375
TSD County: Sacramento
TSD EPA ID: CAD980884183
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134400
Mailing Address: 21900 BARTON RD STE 130
Telephone: 9094221376
Contact: CHU CHANG
GEPAID: CAL000296634
Year: 2008
City,State,Zip: GRAND TERRACE, CA 923134400
Address: 21900 BARTON RD STE 130
Name: A 1 CLEANERS
Facility County: San Bernardino
Method: -
CA Waste Code: 134-Aqueous solution with total organic residues less than 10 percent TSD County: Los Angeles
TSD EPA ID: CAD008302903
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134400
Mailing Address: 21900 BARTON RD STE 130
Telephone: 9094221376
Contact: CHU CHANG
GEPAID: CAL000296634
Year: 2008
City,State,Zip: GRAND TERRACE, CA 923134400
Address: 21900 BARTON RD STE 130
Name: A 1 CLEANERS
Facility County: San Bernardino
(H010-H129) Or (H131-H135)
Method: H141-Storage, Bulking, And/Or Transfer Off Site--No Treatment/Reovery CA Waste Code: 211-Halogenated solvents (chloroforms, methyl chloride, perchloroethylene, etc) Tons: 0.1375
TSD County: Sacramento
TSD EPA ID: CAD980884183
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134400
Mailing Address: 21900 BARTON RD STE 130
Telephone: 9094221376
Contact: CHU CHANG
GEPAID: CAL000296634
Year: 2008
City,State,Zip: GRAND TERRACE, CA 923134400
Address: 21900 BARTON RD STE 130
Name: A 1 CLEANERS
Facility County: San Bernardino
Method: -
CA Waste Code: 213-Hydrocarbon solvents (benzene, hexane, Stoddard, Etc.) TSD County: Los Angeles
TSD EPA ID: CAD008302903
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134400
Mailing Address: 21900 BARTON RD STE 130
A-1 CLEANERS SANBAG (Continued) S113138252
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 103
7.d
Packet Pg. 1107 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
27 additional CA_HAZNET: record(s) in the EDR Site Report.
Click this hyperlink while viewing on your computer to access Facility County: San Bernardino
Method: -
CA Waste Code: 741-Liquids with halogenated organic compounds >= 1,000 Mg./L TSD County: Los Angeles
TSD EPA ID: CAD008302903
Gen County: San Bernardino
Mailing City,St,Zip: GRAND TERRACE, CA 923134400
Mailing Address: 21900 BARTON RD STE 130
Telephone: 9094221376
Contact: CHU CHANG
GEPAID: CAL000296634
Year: 2008
City,State,Zip: GRAND TERRACE, CA 923134400
Address: 21900 BARTON RD STE 130
Name: A 1 CLEANERS
Facility County: San Bernardino
(H010-H129) Or (H131-H135)
Method: H141-Storage, Bulking, And/Or Transfer Off Site--No Treatment/Reovery A-1 CLEANERS SANBAG (Continued) S113138252
Expiration Date: 08/31/2008
Facility Status: INACTIVE
Permit Category: SPECIAL GENERATOR
Permit Number: PT0008065
Owner: WISSA, FRANK
Facility ID: FA0000094
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON RD
Name: A-1 CLEANER
Expiration Date: 08/31/2009
Facility Status: INACTIVE
Permit Category: SPECIAL HANDLER
Permit Number: PT0008066
Owner: WISSA, FRANK
Facility ID: FA0000094
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 21900 BARTON RD
Name: A-1 CLEANER
San Bern. Co. Permit:
949 ft. Site 3 of 4 in cluster K
0.180 mi.
Relative:
Higher
Actual:
982 ft.
1/8-1/4 GRAND TERRACE, CA 92313
ENE 21900 BARTON RD N/A
K31 A-1 CLEANER San Bern. Co. Permit S104763144
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 104
7.d
Packet Pg. 1108 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
UTM North: 3765.769043
UTM East: 469.81600952
CCAT Description: VAPOR RECOVERY UNIT COMPRESS & CONDENSE CCAT Number: 04
BCAT Description: DRY CLEANING, DRY-TO-DRY NON-VENT, PERC BCAT Number: 000601
Permit Status: INACTIVE
Representative Telephone: 909 4221376
Representative Name: FRANK WISSA
Status: S
Permit Number: D90944
Application Number: 303659
Facility ID: 105069
City,State,Zip: GRAND TERRACE, CA 92324
Address: 21900 BARTON RD
Name: FRANK/SARA WISSA
DRYCLEAN SOUTH COAST:
949 ft. Site 4 of 4 in cluster K
0.180 mi.
Relative:
Higher
Actual:
982 ft.
1/8-1/4 GRAND TERRACE, CA 92324
ENE 21900 BARTON RD N/A
K32 FRANK/SARA WISSA DRYCLEANERS S121693612
Expiration Date: 09/30/2013
Facility Status: INACTIVE
Permit Category: EPCRA FACILITY
Permit Number: PT0016280
Owner: SUPERIOR POOL PRODUCTS LLC
Facility ID: FA0006543
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 22060 COMMERCE WAY
Name: SUPERIOR POOL PROD LLC
Expiration Date: 09/30/2013
Facility Status: INACTIVE
Permit Category: HAZARDOUS MATERIALS 11-30 CHEMICALS
Permit Number: PT0009589
Owner: SUPERIOR POOL PRODUCTS LLC
Facility ID: FA0006543
Region: SAN BERNARDINO
City,State,Zip: GRAND TERRACE, CA 92313
Address: 22060 COMMERCE WAY
Name: SUPERIOR POOL PROD LLC
San Bern. Co. Permit:
1047 ft. Site 1 of 2 in cluster L
0.198 mi.
Relative:
Higher
Actual:
979 ft.
1/8-1/4 GRAND TERRACE, CA 92313
ESE 22060 COMMERCE WAY N/A
L33 SUPERIOR POOL PROD LLC San Bern. Co. Permit S104770825 To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 105
7.d
Packet Pg. 1109 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave, Suite 101
Entity Name: Tom Engelsman
Affiliation Type Desc: Legal Owner
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave Ste 101
Entity Name: Tom Engelsman
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (909) 809-4722
Entity Name: Tom Engelsman
Affiliation Type Desc: Operator
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation Phone: (909) 783-2100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2275 La Crosse Ave, Suite 215
Entity Name: PB&J LLC
Affiliation Type Desc: Property Owner
Entity Title: Owner
Entity Name: Tom Engelsman
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave, Suite 101
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Ricky Womack
Affiliation Type Desc: Document Preparer
Affiliation:
CERS Description: Hazardous Waste Generator
CERS ID: 10758226
Site ID: 435044
CERS HAZ WASTE:
1134 ft.
0.215 mi.
Relative:
Lower
Actual:
954 ft.
1/8-1/4 COLTON, CA 92324 CERS
South 2273 LA CROSSE AVE STE 101 San Bern. Co. Permit N/A 34 AUTO DIAGNOSTIC SERVICES CERS HAZ WASTE S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 106
7.d
Packet Pg. 1110 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 09/06/2017.
thresholds) by March 1.
thresholds) or re-certified (for facilities which do not exceed EPCRA Documentation must be resubmitted (for facilities which exceed EPCRA Hazardous Materials Descriptions and Map pages, if required.
Violation Description: Failure to submit inventory reports (Activities, Owner/Operator, Section(s) 2729.5
Citation: 19 CCR 4 2729.5 - California Code of Regulations, Title 19, Chapter 4, Violation Date: 04-18-2014
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department the Business Plan elements into CERS.
Violation Notes: Returned to compliance on 09/06/2017. This facility has not submitted quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 05-02-2017
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department established a Business Plan.
Violation Notes: Returned to compliance on 09/06/2017. This facility has not quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-02-2017
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Violations:
CERS Description: Hazardous Chemical Management
CERS ID: 10312234
Site ID: 144291
Entity Name: AUTO DIAGNOSTICS SERVICES
Affiliation Type Desc: Parent Corporation
Affiliation Phone: (909) 514-0576
Affiliation Zip: 92324
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 107
7.d
Packet Pg. 1111 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-02-2017
Site Zip: 92324-4463
Site City: COLTON
Site Address: 2273 LA CROSSE AVE UNIT 110
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 04-18-2014
Site Zip: 92324-4463
Site City: COLTON
Site Address: 2273 LA CROSSE AVE UNIT 110
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS PROJECT-ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 08-28-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE HANDLER INSPECTION-POLISHED IMAGE
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: polished image inspection
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 04-18-2014
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 108
7.d
Packet Pg. 1112 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
City,State,Zip: COLTON, CA 92324
Address: 2273 LA CROSSE AVE STE 101
Name: AUTO DIAGNOSTIC SERVICES
Expiration Date: 01/31/2020
Facility Status: ACTIVE
Permit Category: CONDITIONALLY EXEMPT SM QTY GENERATOR
Permit Number: PT0039076
Owner: Tom Engelsman
Facility ID: FA0018089
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2273 LA CROSSE AVE STE 101
Name: AUTO DIAGNOSTIC SERVICES
San Bern. Co. Permit:
Affiliation Phone: (909) 208-1160
Affiliation Zip: 92324-4463
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2273 LA CROSSE AVE UNIT 110
Entity Name: FORTEZA, PETER
Affiliation Type Desc: Legal Owner
Entity Name: same
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 208-1160
Entity Name: Peter Forteza
Affiliation Type Desc: Operator
Entity Name: POLISHED IMAGE & SUPPLY
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92234
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 LA CROSSE AVE #110
Entity Name: Peter Forteza
Affiliation Type Desc: Environmental Contact
Entity Title: CEO
Entity Name: Peter Forteza
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92324-4463
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2273 LA CROSSE AVE UNIT 110
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 109
7.d
Packet Pg. 1113 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site ID: 144291
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department the Business Plan elements into CERS.
Violation Notes: Returned to compliance on 09/06/2017. This facility has not submitted quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to complete and electronically submit a business plan when
6.95, Section(s) 25508(a)(1)
Citation: HSC 6.95 25508(a)(1) - California Health and Safety Code, Chapter Violation Date: 05-02-2017
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department established a Business Plan.
Violation Notes: Returned to compliance on 09/06/2017. This facility has not quantities.
storing/handling a hazardous material at or above reportable Violation Description: Failure to adequately establish and implement a business plan when Section(s) 25507
Citation: HSC 6.95 25507 - California Health and Safety Code, Chapter 6.95, Violation Date: 05-02-2017
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Violations:
CERS Description: Chemical Storage Facilities
CERS ID: 10312234
Site ID: 144291
City,State,Zip: COLTON, CA 92324-4463
Address: 2273 LA CROSSE AVE UNIT 110
Name: POLISHED IMAGE & SUPPLY
CERS:
Expiration Date: 09/30/2019
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 4-10 CHEMICALS
Permit Number: PT0024395
Owner: FORTEZA, PETER
Facility ID: FA0013883
Region: SAN BERNARDINO
City,State,Zip: COLTON, CA 92324
Address: 2273 LA CROSSE AVE UNIT 110
Name: POLISHED IMAGE & SUPPLY
Expiration Date: 01/31/2020
Facility Status: ACTIVE
Permit Category: HAZARDOUS MATERIALS 1-3 CHEMICALS
Permit Number: PT0039075
Owner: Tom Engelsman
Facility ID: FA0018089
Region: SAN BERNARDINO
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 110
7.d
Packet Pg. 1114 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Site ID: 144291
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 04-18-2014
Site Zip: 92324-4463
Site City: COLTON
Site Address: 2273 LA CROSSE AVE UNIT 110
Site Name: POLISHED IMAGE & SUPPLY
Site ID: 144291
Enforcement Action:
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: CERS PROJECT-ENTER VIOLATION
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 08-28-2017
Eval General Type: Other/Unknown
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: ROUTINE HANDLER INSPECTION-POLISHED IMAGE
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 05-02-2017
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HMRRP
Eval Division: San Bernardino County Fire Department
Eval Notes: polished image inspection
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 04-18-2014
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HMRRP
Violation Division: San Bernardino County Fire Department Violation Notes: Returned to compliance on 09/06/2017.
thresholds) by March 1.
thresholds) or re-certified (for facilities which do not exceed EPCRA Documentation must be resubmitted (for facilities which exceed EPCRA Hazardous Materials Descriptions and Map pages, if required.
Violation Description: Failure to submit inventory reports (Activities, Owner/Operator, Section(s) 2729.5
Citation: 19 CCR 4 2729.5 - California Code of Regulations, Title 19, Chapter 4, Violation Date: 04-18-2014
Site Name: POLISHED IMAGE & SUPPLY
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 111
7.d
Packet Pg. 1115 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 208-1160
Affiliation Zip: 92324-4463
Affiliation Country: United States
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2273 LA CROSSE AVE UNIT 110
Entity Name: FORTEZA, PETER
Affiliation Type Desc: Legal Owner
Entity Name: same
Affiliation Type Desc: Document Preparer
Affiliation Phone: (909) 208-1160
Entity Name: Peter Forteza
Affiliation Type Desc: Operator
Entity Name: POLISHED IMAGE & SUPPLY
Affiliation Type Desc: Parent Corporation
Affiliation Zip: 92234
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 LA CROSSE AVE #110
Entity Name: Peter Forteza
Affiliation Type Desc: Environmental Contact
Entity Title: CEO
Entity Name: Peter Forteza
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92324-4463
Affiliation State: CA
Affiliation City: COLTON
Affiliation Address: 2273 LA CROSSE AVE UNIT 110
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation:
Enf Action Source: CERS
Enf Action Program: HMRRP
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 05-02-2017
Site Zip: 92324-4463
Site City: COLTON
Site Address: 2273 LA CROSSE AVE UNIT 110
Site Name: POLISHED IMAGE & SUPPLY
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 112
7.d
Packet Pg. 1116 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Affiliation Phone: (909) 514-0576
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave, Suite 101
Entity Name: Tom Engelsman
Affiliation Type Desc: Legal Owner
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave Ste 101
Entity Name: Tom Engelsman
Affiliation Type Desc: Environmental Contact
Affiliation Phone: (909) 809-4722
Entity Name: Tom Engelsman
Affiliation Type Desc: Operator
Affiliation Phone: (909) 386-8401
Affiliation Zip: 92415-0153
Affiliation State: CA
Affiliation City: San Bernardino
Affiliation Address: 620 South E Street
Entity Name: San Bernardino County Fire
Affiliation Type Desc: CUPA District
Affiliation Phone: (909) 783-2100
Affiliation Zip: 92324
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2275 La Crosse Ave, Suite 215
Entity Name: PB&J LLC
Affiliation Type Desc: Property Owner
Entity Title: Owner
Entity Name: Tom Engelsman
Affiliation Type Desc: Identification Signer
Affiliation Zip: 92324
Affiliation State: CA
Affiliation City: Colton
Affiliation Address: 2273 La Crosse Ave, Suite 101
Entity Name: Mailing Address
Affiliation Type Desc: Facility Mailing Address
Entity Name: Ricky Womack
Affiliation Type Desc: Document Preparer
Affiliation:
CERS Description: Chemical Storage Facilities
CERS ID: 10758226
Site ID: 435044
City,State,Zip: COLTON, CA 92324
Address: 2273 LA CROSSE AVE STE 101
Name: AUTO DIAGNOSTIC SERVICES
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 113
7.d
Packet Pg. 1117 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Entity Name: AUTO DIAGNOSTICS SERVICES
Affiliation Type Desc: Parent Corporation
AUTO DIAGNOSTIC SERVICES (Continued) S110986966
Site ID: 124078
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department Contingency Plan (CCR 66265.51(a)) NEED CERS SUBMISSION Violation Notes: Returned to compliance on 08/30/2016. Failure to establish a Violation Description: Haz Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.67 Multiple - California Health and Safety Code, Chapter 6.67, Violation Date: 08-06-2013
Site Name: IMPORT CYCLE PARTS & REPR
Site ID: 124078
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department THE INSPECTION.
OIL DID NOT HAVE AN ACCUMULATION START DATE. THIS WAS CORRECTED DURING start date on labels (CCR 66262.34(f)(2)) 5-GALLON CONTAINER OF WASTE Violation Notes: Returned to compliance on 08/30/2016. Failure to note accumulation Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 08-30-2016
Site Name: IMPORT CYCLE PARTS & REPR
Site ID: 124078
Violations:
CERS Description: Hazardous Waste Generator
CERS ID: 10040572
Site ID: 124078
CERS HAZ WASTE:
Waste Tire Permit Summary: No Permit record for this business.
Mailing Phone: (909) 423-0148
Mailing County: San Bernardino
Mailing Zip: 92324-3616
Mailing State: CA
Mailing City: Colton
Mailing Address: 12229 La Cadena Dr
Contact Person: Rick Buttles
Facility Phone: (909) 423-0148
Facility ID: 1338479
City: COLTON
Address: 12229 LA CADENA DR
Name: IMPORT CYCLES
HAULERS:
1238 ft.
0.234 mi. CERS
Relative:
Lower
Actual:
939 ft.
1/8-1/4 COLTON, CA 92324 San Bern. Co. Permit
SW 12229 LA CADENA DR CERS HAZ WASTE N/A
35 IMPORT CYCLES HAULERS S104767109
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 114
7.d
Packet Pg. 1118 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Map ID MAP FINDINGS
Direction
Distance EDR ID Number
Elevation Site Database(s) EPA ID Number
Enf Action Program: HW
Enf Action Division: San Bernardino County Fire Department Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Type: Notice of Violation (Unified Program)
Enf Action Date: 08-06-2013
Site Zip: 92324
Site City: COLTON
Site Address: 12229 LA CADENA
Site Name: IMPORT CYCLE PARTS & REPR
Site ID: 124078
Enforcement Action:
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: GENERATOR INSPECTION
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 08-30-2016
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS
Eval Program: HW
Eval Division: San Bernardino County Fire Department
Eval Notes: discuss permits/regs/CERS
Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 08-06-2013
Eval General Type: Compliance Evaluation Inspection
Evaluation:
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department CORRECTED DURING THE INSPECTION.
LABELED AND DID NOT HAVE AN ACCUMULATION START DATE. THESE ITEMS WERE waste lawfully (CHSC 25154) 5-GALLON CONTAINER OF WASTE OIL WAS NOT Violation Notes: Returned to compliance on 08/30/2016. Failure to manage hazardous Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 08-30-2016
Site Name: IMPORT CYCLE PARTS & REPR
Site ID: 124078
Violation Source: CERS
Violation Program: HW
Violation Division: San Bernardino County Fire Department NOT LABELED. THIS WAS CORRECTED DURING THE INSPECTION.
containers (CCR 66262.34(f)(3)) 5-GALLOM CONTAINER OF WASTE OIL WAS Violation Notes: Returned to compliance on 08/30/2016. Failure to label hazardous waste Violation Description: Hazardous Waste Generator Program - Operations/Maintenance - General Section(s) Multiple
Citation: HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5, Violation Date: 08-30-2016
Site Name: IMPORT CYCLE PARTS & REPR
IMPORT CYCLES (Continued) S104767109
To streamline review, fields that are "Not Reported" are omitted from this report. TC5726802.2s Page 115