Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 2-15-2006, CONFIRMATION BORING WORKPLAN Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2304456949/T0605901422.PDF Document Type: Site Documents Document Date: 2/10/2006
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 1-15-2006, 4TH Q QSR
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1659422159/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2006* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2006-01-15-CONTR-MISC-SITE QTRLY RPT OCT. THROUGH DEC. 2005 Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1821508586/T0605901422.PDF Document Type: Site Documents Document Date: 12/15/2005* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2005-12-15-CONTR-GOV REG-4TH QTR.05 OANDM
1295
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Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2626200795/T0605901422.PDF Document Type: Site Documents Document Date: 11/4/2005
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 3RD Q 2005, SITE QUARTERLY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6099212467/T0605901422.PDF Document Type: Site Documents Document Date: 9/20/2005* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2005-09-20-CONTR-GOV REG-3RD QTR.05 OANDM
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4552297770/T0605901422.PDF Document Type: Site Documents Document Date: 8/24/2005
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 4TH Q 2004, SITE QUARTERLY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4587003409/T0605901422.PDF Document Type: Site Documents Document Date: 8/24/2005
Type: REPORTS - QUARTERLY STATUS REPORT Submitted:
Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 1ST Q 2005, SITE QUARTERLY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7416257560/T0605901422.PDF Document Type: Site Documents Document Date: 8/23/2005
Type: REPORTS - OTHER Submitted:
Submitted By: TRC IRVINE (CONTRACTOR)
Title: 76 STATION, 2ND Q 2005, SITE QUARTERLY REPORT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9227432072/T0605901422.PDF Document Type: Monitoring Reports Document Date: 8/19/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: ES ENGINEERING SERVICES, LLC (CONTRACTOR) Title: 2ND QTR'05 VPR EXTRTN O&M RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7641339957/T0605901422.PDF Document Type: Monitoring Reports Document Date: 8/11/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: ES ENGINEERING SERVICES, LLC (CONTRACTOR) Title: 1ST QTR.'05 VPR EXT SYS O&M RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6159970939/T0605901422.PDF Document Type: Monitoring Reports Document Date: 6/28/2005 Type: MONITORING REPORT - QUARTERLY Submitted:
Submitted By: ES ENGINEERING SERVICES, LLC (CONTRACTOR) Title: 2NDQTR'05 VPR EXTRTN O&M RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8437986612/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2005* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2005-01-15-CONTR-GOV REG-4TH QTR. _04 OANDM RT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9617407023/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2004* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-10-15-CONTR-GOV REG-3RD QTR. _04 OANDM RT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8269521892/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/2004* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-07-15-CONTR-GOV REG-2ND QTR _04 OANDM RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4085354149/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2004* 1296
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Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-04-15-CONTR-CONTR-1ST QTR 04 VES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4784795939/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2004* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-04-15-CONTR-GOV REG-SITE QTRLY RPT 1Q 2004
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7513468861/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2004* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-01-15-CONTR-GOV REG-4TH QTR 2003 QSR
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5360148549/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2004* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2004-01-15-CONTR-CONTR-4TH QTR 03 VES
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3828686058/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2003* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-10-15-CONTR-GOV REG-3 Q 2003 QSR AND O AND M Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4062170207/T0605901422.PDF Document Type: Site Documents Document Date: 6/12/2003* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-06-12-CONTR-GOV REG-VAPOR EXT O AND M RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6377676188/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2003* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-04-15-CONTR-CONTR-OANDM _ Q1 2003 VES RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3155523478/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2003* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-04-15-CONTR-CONTR-OANDM _ Q1 2003 VES RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1639216542/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2003* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-01-15-CONTR-QTRLY STATUS RPT 4TH QTR 2002
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8073965251/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2003* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2003-01-15-CONTR-CONTR-Q4 2002 OANDM RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4468939006/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2002* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-10-15-CONTR-3Q2002 OANDM RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5651342570/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2002* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-10-15-CONTR-3RD QTR 2002 QTRLY STATUS RPT
1297
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Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8847378075/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/2002* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-07-15-CONTR-GOV REG-2Q2002 QSR
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4067251384/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/2002* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-07-15-CONTR-2 Q 2002 O AND M
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6265009999/T0605901422.PDF Document Type: Site Documents Document Date: 4/17/2002* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-04-17-CONTR-CONTR-1ST QTR 2002 SVE OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8278722941/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2002* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-04-15-CONTR-1ST QUARTER 2002 QSR
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8505211889/T0605901422.PDF Document Type: Site Documents Document Date: 1/22/2002* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-01-22-CONTR-CONTR-4TH QTR 2001 VES OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2427485585/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2002* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2002-01-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5102471411/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2001* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-10-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8290978491/T0605901422.PDF Document Type: Site Documents Document Date: 10/8/2001* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-10-08-CONTR-3RD QTR 01 VES RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9893107533/T0605901422.PDF Document Type: Site Documents Document Date: 7/31/2001* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-07-31-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3977694034/T0605901422.PDF Document Type: Site Documents Document Date: 7/25/2001* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-07-25-CONTR-COMPANY-2ND QTR 2001 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5759008586/T0605901422.PDF Document Type: Site Documents Document Date: 4/18/2001* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-04-18-CONTR-COMPANY-1ST QTR 2001 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9003853857/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2001* 1298
311 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Map Key Number of
Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-04-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9716970622/T0605901422.PDF Document Type: Site Documents Document Date: 1/18/2001* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-01-18-CONTR-COMPANY-4TH QTR 2000 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4388772070/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2001* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2001-01-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/1166860759/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/2000* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-10-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5775331974/T0605901422.PDF Document Type: Site Documents Document Date: 10/13/2000* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-10-13-CONTR-COMPANY-3RD QTR 2000 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/8420802235/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/2000* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-07-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5554970800/T0605901422.PDF Document Type: Site Documents Document Date: 7/14/2000* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-07-14-CONTR-COMPANY-2ND QTR 2000 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9988861322/T0605901422.PDF Document Type: Site Documents Document Date: 4/21/2000* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-04-21-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5234529972/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/2000* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-04-15-CONTR-COMPANY-1ST QTR 2000 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/5531212866/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2000* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-01-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2744393408/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/2000* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 2000-01-15-CONTR-COMPANY-4TH QTR 1999 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3581224918/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/1999* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-10-15-CONTR-GOV REG-SITE QTRLY RPT
1299
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Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7580385684/T0605901422.PDF Document Type: Site Documents Document Date: 10/15/1999* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-10-15-CONTR-COMPANY-3RD QTR 1999 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7307612538/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/1999* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-07-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6950731754/T0605901422.PDF Document Type: Site Documents Document Date: 7/12/1999* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-07-12-CONTR-COMPANY-2ND QTR 1999 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3482537329/T0605901422.PDF Document Type: Site Documents Document Date: 5/31/1999* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-05-31-CONTR-VAPOR EXTRACT SYS OANDM RPT-2254155C Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2539739787/T0605901422.PDF Document Type: Site Documents Document Date: 5/12/1999* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-05-12-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6971743106/T0605901422.PDF Document Type: Site Documents Document Date: 4/28/1999* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-04-28-CONTR-COMPANY-1ST QTR 1999 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4637991130/T0605901422.PDF Document Type: Site Documents Document Date: 1/28/1999* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-01-28-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4650194644/T0605901422.PDF Document Type: Site Documents Document Date: 1/25/1999* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1999-01-25-CONTR-COMPANY-4TH QTR 1998 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/3913323163/T0605901422.PDF Document Type: Site Documents Document Date: 10/27/1998* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-10-27-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2087240397/T0605901422.PDF Document Type: Site Documents Document Date: 7/21/1998* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-07-21-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/7669943034/T0605901422.PDF Document Type: Site Documents Document Date: 7/20/1998* Type: REMEDIAL INVESTIGATION WORKPLAN Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-07-20-CONTR-COMPANY-TRANSMITTAL WITH DRAFT WP Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/9246424794/T0605901422.PDF Document Type: Site Documents Document Date: 7/15/1998* 1300
313 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Map Key Number of
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Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-07-15-CONTR-COMPANY-2ND QTR 1998 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/6608744740/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/1998* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-04-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4197884619/T0605901422.PDF Document Type: Site Documents Document Date: 4/15/1998* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-04-15-CONTR-COMPANY-1ST QTR 1998 VAPOR EXTRACT SYS OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4211041390/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/1998* Type: REMEDIAL PROGRESS REPORT Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-01-15-CONTR-COMPANY-4TH QTR 1997 VES OANDM RPT Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/4787679851/T0605901422.PDF Document Type: Site Documents Document Date: 1/15/1998* Type: STATUS / PROGRESS REPORTS Submitted:
Submitted By: ANTEA GROUP (CONTRACTOR)
Title: 1998-01-15-CONTR-GOV REG-SITE QTRLY RPT
Title Link: https://geotracker.waterboards.ca.gov/esi/uploads/geo_report/2964479923/T0605901422.PDF m-52-862156869-b 2 of2 NNW 0.44 /
2,325.90
285.77 /
20 Tosco - 76 #5514
2756 N Tustin St Orange Ca 92865-
2440
CA
dd-LOP ORANGE-862156869-bb
p1p-862156869-y1y
Case ID: 98UT080
Details
Current Status: Closed
Type of Closure: Closure certification issued
Closed Date: 10/1/2013
File Location: Local Agency
m-53-877583257-b 1 of1 NW 0.45 /
2,351.13
252.41 /
-13
ROBERT SMITH
2718 N BOURBON ST
ORANGE CA 92865
dd-RCRA TSD-877583257-bb
p1p-877583257-y1y
EPA Handler ID: CAC003017593
Gen Status Universe: No Report
Contact Name: ROBERT SMITH
Contact Address: 2718 N BOURBON ST , , ORANGE , CA, 92865 , Contact Phone No and Ext: 714-998-4257
Contact Email: [email protected]
Contact Country:
Land Type:
County Name: ORANGE
EPA Region: 09
Receive Date: 20190531
Location Latitude: 33.834042
Location Longitude: -117.839138
Violation/Evaluation Summary
Note: NO RECORDS: As of Oct 2023, there are no Compliance Monitoring and Enforcement (violation) records associated with this facility (EPA ID).
52 53
LOP ORANGE
RCRA TSD
1301
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Records
Direction Distance
(mi/ft)
Elev/Diff
(ft)
Site DB
Handler Summary
Importer Activity: No
Mixed Waste Generator: No
Transporter Activity: No
Transfer Facility: No
Onsite Burner Exemption: No
Smelting, Melting and Refining: No
Underground Injection Control: No
Commercial TSD: No
Used Oil Transporter: No
Used Oil Transfer Facility: No
Used Oil Processor: No
Used Oil Refiner: No
Used Oil Burner: No
Used Oil Market Burner: No
Used Oil Spec Marketer: No
Hazardous Waste Handler Details
Sequence No: 1
Receive Date: 20190531
Handler Name: ROBERT SMITH
Federal Waste Generator Code: N
Generator Code Description: Not a Generator, Verified
Source Type: Implementer
TSD Activity: Y
Owner/Operator Details
Owner/Operator Ind: Current Owner Street No:
Type: Other Street 1: 2718 N BOURBON ST
Name: ROBERT SMITH Street 2:
Date Became Current: City: ORANGE
Date Ended Current: State: CA
Phone: 714-998-4257 Country:
Source Type: Implementer Zip Code: 92865
Owner/Operator Ind: Current Operator Street No:
Type: Other Street 1: 2718 N BOURBON ST
Name: ROBERT SMITH Street 2:
Date Became Current: City: ORANGE
Date Ended Current: State: CA
Phone: 714-998-4257 Country:
Source Type: Implementer Zip Code: 92865
m-54-895466861-b 1 of1 ESE 0.47 /
2,460.80
303.17 /
38 REEVE PIT
SANTIAGO BLVD @ SANTIAGO
CREEK
ORANGE CA
dd-WMUD-895466861-bb
p1p-895466861-y1y
Wmu ID No: 8 300012NUR Npid:
Wds ID No: 8 300012NUR Rptf:
Swis ID No: Sic1:
Reg ID No: Sic2:
Edit Date: 01-Jul-1994 Swat Anms: COUNTY OF ORANGE
Last Edit: BDNBDNBDN Swat Fnms:
Region: 8 Atyp:
County: 30 Anms: ORANGE COUNTY
Wds: FALSE Adep: SOLID WASTE DIVISION
Msw: FALSE A Street: 1200 N. MAIN, SUITE 206
Superorder: A City: SANTA ANA
Sc15: FALSE A Zip: 92701
Swat: TRUE A County: SUZANNE MCCLANAHAN
54 WMUD
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Tpca: FALSE Afon: 714
Rcra: FALSE Lnms: COUNTY OF ORANGE
Dod: Ldep: INTEGRATED WASTE MANAGEMENT
Rbpo: GSR L Street: 320 N. FLOWER ST., STE. 400
Openpub: FALSE L City: SANTA ANA
Waste List: L State: CA
Tot Wmus: 1 L Zip: 92703
Secrange: 04S09W22 L County: SUZANNE MCCLANAHAN
Basemer: SB Lfon: 7148344114
Fcnt: SUZANNE MCCLANAHAN Ttwq:
Fdep: Toxi:
F State: CA Cplx:
Ffon: Wdrs:
Ftyp: Wtp1:
Tonnage: 0 Wtp2:
Fac Comment:
WMU Details
Wmu ID: 8 300012NUR-01 G Monitor: TRUE
Edit Date: 26-Jun-1995 S Monitor: TRUE
Last Edit: BIHBIHBDN V Monitor: FALSE
Wmu Type: LANDFILL G Back: 1
Wmu Name: REEVE PIT S Back: 3
Wmustatus: CEASE DISCHARGE V Back: 0
Wmu Size: 9.1 G Nonback: 3
Listed: S Nonback: 1
Printed: V Nonback: 0
Msw: FALSE G Date:
Superorder: S Date:
Sc15: FALSE V Date:
Swat: TRUE Perm Test:
Tpca: FALSE Gw Depth: 60
Rcra: FALSE Precip: 15
Dod: FALSE Site Alt: FALSE
Old Class: II Site Alta: FALSE
Old Waste: NON-HAZARD Line Alt: FALSE
Old First: 01-Jan-1958 Line Alta: FALSE
New Class: III Lcrs Alt: FALSE
New Waste: NON-HAZARD Lcrs Alta: FALSE
New First: Composite:
Stat Date: Line Des: FALSE
Cap Year: Liner1: FALSE
Closeplan: FALSE Line1 Type:
Township: Liner2: FALSE
Fault Name: UNKNOWN Line2 Type:
Fault Distance: Liner3: FALSE
Withquake: FALSE Line3 Type:
Type Op: GRAVEL PIT
Gen Com1: OPND 1958 CLSD 1961. RCD WOOD AND PLNT DEB, SCRP MTL, TIRES, ORG SLUD Gen Com2: INERT SLDS. TCAP 440000 CY. MUN,IND,AGR. MCL EXCEED: NONE Gen Com3:
Gen Com4:
Formation: STREAM TERRACE
Form Type: QUAR ALLUVIUM
Form Permit: UNKNOWN
Form Com1: PIT IN STREAM TERRACE WAS APPROX. 260 FT. DEEP. GW RISES INTO TRASH Form Com2: FROM FULL RECHARGE BASINS DOWNSTREAM.
Form Com3:
Form Com4:
Liner Com:
Lcrs: FALSE
Lcrs Type:
Lcrs Des: FALSE
Cons Com1:
Cons Com2:
Cons Com3:
Cons Com4:
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m-55-877596266-b 1 of1 SE 0.49 /
2,606.01
283.10 /
18 PAUL DONAHUE
2036 N. AGATE STREET
ORANGE CA 92867
dd-RCRA TSD-877596266-bb
p1p-877596266-y1y
EPA Handler ID: CAC003007448
Gen Status Universe: No Report
Contact Name: PAUL DONAHUE
Contact Address: 2036 N. AGATE STREET , , ORANGE , CA, 92867 , Contact Phone No and Ext: 562-712-0868
Contact Email: [email protected]
Contact Country:
Land Type:
County Name: ORANGE
EPA Region: 09
Receive Date: 20190327
Location Latitude: 33.82197
Location Longitude: -117.827972
Violation/Evaluation Summary
Note: NO RECORDS: As of Oct 2023, there are no Compliance Monitoring and Enforcement (violation) records associated with this facility (EPA ID).
Handler Summary
Importer Activity: No
Mixed Waste Generator: No
Transporter Activity: No
Transfer Facility: No
Onsite Burner Exemption: No
Smelting, Melting and Refining: No
Underground Injection Control: No
Commercial TSD: No
Used Oil Transporter: No
Used Oil Transfer Facility: No
Used Oil Processor: No
Used Oil Refiner: No
Used Oil Burner: No
Used Oil Market Burner: No
Used Oil Spec Marketer: No
Hazardous Waste Handler Details
Sequence No: 1
Receive Date: 20190327
Handler Name: PAUL DONAHUE
Federal Waste Generator Code: N
Generator Code Description: Not a Generator, Verified
Source Type: Implementer
TSD Activity: Y
Owner/Operator Details
Owner/Operator Ind: Current Owner Street No:
Type: Other Street 1: 2036 N. AGATE STREET
Name: PAUL DONAHUE Street 2:
Date Became Current: City: ORANGE
Date Ended Current: State: CA
Phone: 562-712-0868 Country:
Source Type: Implementer Zip Code: 92867
Owner/Operator Ind: Current Operator Street No:
55 RCRA TSD
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Type: Other Street 1: 2036 N. AGATE STREET
Name: PAUL DONAHUE Street 2:
Date Became Current: City: ORANGE
Date Ended Current: State: CA
Phone: 562-712-0868 Country:
Source Type: Implementer Zip Code: 92867
m-56-888449522-b 1 of1 NNE 0.69 /
3,668.31
470.09 /
205
GARBER BRICKK & TILE CO.
ORANGE COUNTY
ORANGE CA 92867
dd-MRDS-888449522-bb
p1p-888449522-y1y
Dep ID: 10261508 I1: 61
Dev Status: PAST PRODUCER Latitude: 33.837524
Code List: CLY Longitude: -117.828308
Url: http://mrdata.usgs.gov/mrds/show-mrds.php?dep_id=10261508 Commodity
I1: 15 Line: 1
Code: CLY Inserted By: MAS migration
Commodity: Clay Insert Date: 29-OCT-2002 09:00:24
Commodity Type: Non-metallic Updated By: USGS
Commodity Group: Clays Update Date: 29-OCT-2002 09:02:41 Importance: Primary
Names
I1: 34 Inserted By: MAS migration
Status: Previous Insert Date: 29-OCT-02
Site Name: Garber Brick and Tile Co Updated By: USGS
Line: 1 Update Date: 29-OCT-02
Names
I1: 34 Inserted By: MAS migration
Status: Current Insert Date: 29-OCT-02
Site Name: Garber Brickk & Tile Co. Updated By: USGS
Line: 2 Update Date: 29-OCT-02
m-57-820299996-b 1 of1 WSW 0.89 /
4,723.57
204.29 /
-61
CIRTECH, INC.
250 E. EMERSON AVENUE
ORANGE CA 92665
dd-ENVIROSTOR-820299996-bb
p1p-820299996-y1y
Estor/EPA ID: 71002789 Assembly District: 68
Site Code: Senate District: 37
Nat Priority List: NO Permit Renewal Lead:
APN: NONE SPECIFIED Public Partici Spclst:
Census Tract: 6059076204 Project Manager:
Site Type: TIERED PERMIT County: ORANGE
Address Description: 250 E. EMERSON AVENUE Latitude: 33.824149 Office: CLEANUP CYPRESS Longitude: -117.850858
Special Program: Acres: 4 ACRES
Funding: Supervisor: ROBERT SENGA
Cleanup Status: INACTIVE - NEEDS EVALUATION AS OF 5/19/2015 Cleanup Oversight Agencies: NONE SPECIFIED
School District:
Past Use that Caused Contam: NONE SPECIFIED
Potential Media Affected: NONE SPECIFIED
Potential Contamin of Concern:
NONE SPECIFIED
Site History:
56 57
MRDS
ENVIROSTOR
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No further investigation is needed based on the Phase I Environmental Assessment Checklist on file. This is an active printed circuit board manufacturing facility. Manifest database record includes lead, chromium, cyanide, ignitable, corrosive, and solvents waste streams. TRIS includes air emissions and onsite releases reported in 1996, 93, 92, 91, 90, 89, 80.
Status: INACTIVE - NEEDS EVALUATION
Program Type: TIERED PERMIT
CalEnviroScreen Score: 75-80%
Summary Link: https://www.envirostor.dtsc.ca.gov/public/profile_report?global_id=71002789 m-58-820296147-b 1 of1 W 0.92 /
4,840.23
199.62 /
-66
MARCEL ELECTRONICS INT'L
230 BRISTOL LANE
ORANGE CA 92665
dd-ENVIROSTOR-820296147-bb
p1p-820296147-y1y
Estor/EPA ID: 71002927 Assembly District: 68
Site Code: Senate District: 37
Nat Priority List: NO Permit Renewal Lead:
APN: NONE SPECIFIED Public Partici Spclst:
Census Tract: 6059076204 Project Manager:
Site Type: TIERED PERMIT County: ORANGE
Address Description: 230 BRISTOL LANE Latitude: 33.825152 Office: CLEANUP CYPRESS Longitude: -117.8516489
Special Program: Acres: 4 ACRES
Funding: Supervisor:
Cleanup Status: REFER: LOCAL AGENCY AS OF 7/1/2015
Cleanup Oversight Agencies: NONE SPECIFIED
School District:
Past Use that Caused Contam: NONE SPECIFIED
Potential Media Affected: NONE SPECIFIED
Site History:
No Further Investigation is needed based on the Phase I Environmental Assessment Checklist on file. Active PBR facility.
Potential Contamin of Concern:
NONE SPECIFIED
Status: REFER: LOCAL AGENCY
Program Type: TIERED PERMIT
CalEnviroScreen Score: 75-80%
Summary Link: https://www.envirostor.dtsc.ca.gov/public/profile_report?global_id=71002927 m-59-895504576-b 1 of1 WSW 0.93 /
4,928.30
200.38 /
-65
SHAFFER PLAZA
301-349 EAST GROVE AVENUE &
1997 NORTH ORANGE OLIVE
ROAD
ORANGE CA 92865
dd-ENVIROSTOR-895504576-bb
p1p-895504576-y1y
Estor/EPA ID: 60003198 Assembly District: 68
Site Code: 401993 Senate District: 37
Nat Priority List: NO Permit Renewal Lead:
APN: NONE SPECIFIED Public Partici Spclst:
Census Tract: 6059076208 Project Manager: TRAVIS COBURN Site Type: VOLUNTARY AGREEMENT County: ORANGE
Address Description: 301-349 EAST GROVE AVENUE & 1997
NORTH ORANGE OLIVE ROAD
Latitude: 33.82134
Office: SOUTHERN CALIFORNIA SCHOOLS &
BROWNFIELDS OUTREACH
Longitude: -117.85043
Special Program: VOLUNTARY AGREEMENT - STANDARD
VOLUNTARY AGREEMENT
Acres: 3.5 ACRES
Funding: SITE PROPONENT Supervisor: EMAD YEMUT
Cleanup Status: ACTIVE AS OF 10/27/2021
Cleanup Oversight Agencies: DTSC - SITE CLEANUP PROGRAM - LEAD AGENCY School District:
Past Use that Caused Contam: NONE SPECIFIED
Potential Media Affected: NONE SPECIFIED
Potential Contamin of Concern:
58 59
ENVIROSTOR
ENVIROSTOR
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NONE SPECIFIED
Site History:
Status: ACTIVE
Program Type: VOLUNTARY CLEANUP
CalEnviroScreen Score: 60-65%
Summary Link: https://www.envirostor.dtsc.ca.gov/public/profile_report?global_id=60003198 Currently Scheduled Activities
Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Supplemental Site Investigation Report
Due Date: 6/30/2023
Revised Date: 5/23/2024
Future Activities
Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Removal Action Workplan
Due Date: 2024
Completed Activities
Title: Project Management FY 22/23
Title Link:
Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Project Management
Date Completed: 7/18/2023
Comments: PM activities for FY22/23 complete
Title: Project Management FY 21/22
Title Link:
Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Project Management
Date Completed: 6/30/2022
Comments:
Title: PEA Equivalent - Background Documents
Title Link: https://www.envirostor.dtsc.ca.gov/public/final_documents2?global_id=60003198&doc_id=60516218 Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Preliminary Endangerment Assessment Report Date Completed: 7/14/2022
Comments:
Title: Shaffer Plaza SVA
Title Link: https://www.envirostor.dtsc.ca.gov/public/final_documents2?global_id=60003198&enforcement_id=60511490 Area Name:
Area Link:
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Sub Area:
Sub Area Link:
Document Type: Standard Voluntary Agreement
Date Completed: 1/31/2022
Comments: DTSC executed Agreement
Title: Supplemental Site Investigation Workplan
Title Link: https://www.envirostor.dtsc.ca.gov/public/final_documents2?global_id=60003198&doc_id=60516220 Area Name:
Area Link:
Sub Area:
Sub Area Link:
Document Type: Supplemental Site Investigation Workplan Date Completed: 4/26/2023
Comments:
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Total: 3 Unplottable sites
DB Company Name/Site
Name
Address City Zip ERIS ID
uu-FINDS/FRS-816587514-aa 13899 ORANGE
COUNTY
ENVIRONMENTAL
HEALTH
2355 TUSTIN AVE N ORANGE CA 92865 816587514
Registry ID: 110043350842
uu-HMIRS-818156290-aa TUSTIN AVE ORANGE CA 818156290
uu-SWF/LF-885733113-aa Tract 14752 Housing
Development
Tustin Avenue And Santiago Creek Orange CA 99999 885733113
FINDS/FRS
HMIRS
SWF/LF
Unplottable Summary
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Site: 13899 ORANGE COUNTY ENVIRONMENTAL HEALTH
2355 TUSTIN AVE N ORANGE CA 92865 uu-FINDS/FRS-816587514-bb Registry ID: 110043350842
FIPS Code: 06059
HUC Code: 18070204
Site Type Name: STATIONARY
Location Description:
Supplemental Location:
Create Date: 30-MAR-11
Update Date:
Interest Types: LEAKING UNDERGROUND STORAGE TANK - ARRA SIC Codes:
SIC Code Descriptions:
NAICS Codes:
NAICS Code Descriptions:
Conveyor: FRS-GEOCODE
Federal Facility Code:
Federal Agency Name:
Tribal Land Code:
Tribal Land Name:
Congressional Dist No: 46
Census Block Code: 060590630091028
EPA Region Code: 09
County Name: ORANGE
US/Mexico Border Ind:
Latitude: 33.649543
Longitude: -117.893373
Reference Point: ENTRANCE POINT OF A FACILITY OR STATION Coord Collection Method: ADDRESS MATCHING-HOUSE NUMBER
Accuracy Value: 50
Datum: NAD83
Source:
Facility Detail Rprt URL: https://ofmpub.epa.gov/frs_public2/fii_query_detail.disp_program_facility?p_registry_id=110043350842 Data Source: Facility Registry Service - Single File
Program Acronyms:
LUST-ARRA:2546
Site:
TUSTIN AVE ORANGE CA uu-HMIRS-818156290-bb
Incident County: ORANGE
HMIR Historical Reports
Report No: I-2004040064 Fed DOT Agency Nm:
Report Type: A hazardous material incident Fed DOT Report No:
Date of Incident: 2004-01-19 Report Submit Src: Paper
Time of Incident: 1440 Inc Multiple Rows: No
Haz Class Code: Inc Non US State:
Hazardous Class: 3 Mode Transport: Highway
Commodity Short Nm: RESIN SOLUTION, FLAMMABLE Transport Phase: In Transit Commodity Long Nm: RESIN SOLUTION, FLAMMABLE Incident Occrrnce:
Trade Name: Mat Ship Approval?: No
ID No: UN1866 Mat Ship Approv No:
Haz Waste Ind: No Undecl Hazmat Ship?: No
Haz Waste EPA No: Packaging Type: Non-Bulk
FINDS/FRS
HMIRS
Unplottable Report
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323 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 HMIS Tox Inhalation?: No Packing Group:
TIH Hazard Zone: Carrier Reporter: OVERNITE TRANSPORTATION CO Qty Released: 0.0625 CR Street Name: 1000 SEMMES AVENUE Unit of Measure: Liquid - Gallon CR City: RICHMOND
What Failed: CR State: VA
What Failed Desc: CR Postal Code: 23224
How Failed Code: 309 CR Non US State:
How Failed Desc: Punctured CR Fed DOT ID: 121058
Failure Cause Code: 516 CR Hazmat Reg ID:
Failure Cause Desc: Impact with Sharp or Protruding Object (e.g., nails)
CR Country: US
Ident. Markings: Shipper Name: REICHHOLD CHEMICALS INC
Cont1 Pkging Type: Shipper Street Name: 1000 PRESTO SYGAN RD Cont1 Const Mat: Shipper City: BRIDGEVILLE
Cont1 Head Type: Shipper State: PA
Cont1 Pkg Capacity: 5.88 Shipper Postal: 15017
C1 Capacity UOM: LGA Shipper Non US St:
Cont1 Pkg Amt: 0 Shipper Country: US
C1 Pkg Amt UOM: Shipper Waybill: 565 717 725
Cont1 Pkg No: 1 Ship Hazmat Reg ID:
C1 Pkg NO Failed: 1 Origin City:
Cont1 Pkg Mnfctr: NOT REPORTED BY CARRIER Origin State:
Cont1 Pkg Mnfct Dt: 0-00-00 00:00:00 Origin Postal:
Cont1 Pkg Serial NO: Origin Non US St:
C1 Pkg Last Test Dt: 0-00-00 00:00:00 Origin Country: US C1 Test Const Mat: Destination City: ORANGE
C1 Pkg Dsign Pres.: 0 Destination State: CALIFORNIA
C1 Dsign Press UOM: Destination Postal: 92866
C1 Pkg Shell Thick: 0 Destination Non US:
C1 Shell Thick UOM: Destination Country: US
C1 Head Thickness: 0 Cont2 Package Type:
C1 Head Thick UOM: Cont2 Const Mat:
C1 Pkg Srvc Pres.: 0 Cont2 Pkg Capacity: 0
C1 Srvc Press UOM: Cont2 Capacity UOM:
C1 Valve/Device Fail?: No Cont2 Pkg Amount: 0
C1 Device Type: Cont2 Pkg Amt UOM:
C1 Device Mnfctr: Cont2 Pkg No: 0
C1 Device Model: Cont2 Pkg No Failed: 0
NRC No:
RAM Pkg Category: Haz NonHosp Public: 0
RAM Pkg Cert.: FALSE Haz NonHosp Old:
RAM Pkg Cert. NBR: Tot Haz Non Hosp Inj:
RAM Nuclide S: Total Hazmat Injuries: 0
RAM Transport Index: Evacuation Indicator: No
RAM UOM: Public Evacuated: 0
RAM Activity Rpted: 0 Employees Evac: 0
RAM UOM Rpted: Total Evacuated: 0
RAM Activity: 0 Total Evacuation Hrs: 0
RAM Activity UOM: Major Artery Closed: No
RAM Mat Safety: Mjr Artery Hrs Closed: 0
Spillage Result: Yes Material Involved: No
Fire Result: No Estimated Speed: 0
Explosion Result: No Weather Conditions:
Water Sewer Result: No Vehicle Overturn: No
Gas Dispersion: No Vehicle Left Roadway: No
Environment Damage: No Passenger Aircraft: No
No Release Result: No Cargo Baggage:
Fire EMS Report: No Ship Non Transport: No
Fire EMS EMS Report: Ship Air First Flight: No
Police Report: No Ship Air Subflight: No
Police Report No: Ship Init Transport: No
In House Cleanup: No Ship Phase Transfer: No
Other Cleanup: No Contact Name: JUNE HILL
Damage > 500: No Contact Title: O S & D
Material Loss: 50 Contact Business:
Carrier Damage: 0 Contact Street:
Property Damage: 0 Contact City:
Response Cost: 0 Contact State:
Remediation Cost: 100 Contact Postal:
Damage Old Form: 0 Contact Non US St:
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Hazmat Fatality: No Inc. Report Prepared:
Haz Fatal Employees: 0 HMIS Serious Incidnt: No
Haz Fatal Respndrs: 0 HMIS Serious Fatality: No
Haz Fatal Gen Public: 0 HMIS Serious Injury: No
Tot Hazmat Fatalities: 0 HMIS Flight Plan: No
Non Hazmat Fatality: No HMIS Serious Evacs: No
Non Hazmat Fatals: 0 HMIS Major Artery: No
Hazmat Injury: No HMIS Bulk Release: No
Haz Hospital Empl: 0 HMIS Marine Pollutnt: No
Haz Hospital Resp: 0 HMIS Radioactive: No
Haz Hosp Gen Public: 0 HMIS Gen Pkg Type: DRUM METAL
Haz Hosp Old Form: 0 HMIS Container Code: PAIL MTL
Total Haz Hosp Inj: 0 HMIS Container Desc: Metal pail, open head, capacity 10 gallons or less
Haz Non Hosp Empl: 0 HMIS Bulk Incident: No
Haz Non Hosp Resp: 0 Undeclared Shipment: No
Description of Events: PAIL LOADED W/O PROPER DUNNAGE TO PROTECT IT.
Recommend Actions Taken:
Site: Tract 14752 Housing Development
Tustin Avenue And Santiago Creek Orange CA 99999 uu-SWF/LF-885733113-bb SWIS No: 30-CR-0159 ARB District: South Coast
Site ID: 2263 SWRCB Region: Santa Ana
EPA Fed Regist ID: Site Point of Cont: Abel Martinez-Centeno Site Op Status: Clean Closed Site ZIP: 99999
Regulatory Status: Unpermitted County: Orange
Site is Archived: Yes Latitude: 33.8
Absorbed on: Longitude: -117.83333
Absorbed by:
Site Inert Debris Eng Fill: No
Closed Illegal Aband: No
Closed Illegal Aband Cat:
Finance Assuran Responsible: No
Incorporated City: Orange
Local Government: Orange
Reporting Agency Legal Name: County of Orange
Reporting Agency Department: Health Care Agency, Environmental Health Division Enforcing Agency Legal Name: County of Orange
Enforcing Agency Department: Health Care Agency, Environmental Health Division Site Operators
Site ID: 2263
Site Type: Disposal Only
Started on:
Contact Name: Steve King
Contact First Name: Steve
Contact Last Name: King
Contact Title:
Contact Email:
Operator Name: Van Daele Development Corporation
Operator Address: 2900 Adams Street, Suite C-25
Operator City: Riverside
Operator State: CA
Operator Zip Code: 92504
Operator Phone: (909) 354-2121
SWF/LF
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325 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 h-Appendix: Database Descriptions
Environmental Risk Information Services (ERIS) can search the following databases. The extent of historical information varies with each database and current information is determined by what is publicly available to ERIS at the time of update. ERIS updates databases as set out in ASTM Standard E1527-13 and E1527-21, Section 8.1.8 Sources of Standard Source Information:
"Government information from nongovernmental sources may be considered current if the source updates the information at least every 90 days, or, for information that is updated less frequently than quarterly by the government agency, within 90 days of the date the government agency makes the information available to the public." Standard Environmental Record Sources
Federal
National Priority List: rr-NPL-bb
Sites on the United States Environmental Protection Agency (EPA)'s National Priorities List of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action under the Superfund program. The NPL, which EPA is required to update at least once a year, is based primarily on the score a site receives from EPA's Hazard Ranking System. A site must be on the NPL to receive money from the Superfund Trust Fund for remedial action. Sites are represented by boundaries where available in the EPA Superfund Site Boundaries maintained by the Shared Enterprise Geodata and Services (SEGS). Site boundaries represent the footprint of a whole site, the sum of all of the Operable Units and the current understanding of the full extent of contamination; for Federal Facility sites, the total site polygon may be the Facility boundary. Where there is no polygon boundary data available for a given site, the site is represented as a point.
Government Publication Date: Oct 26, 2023
National Priority List - Proposed: rr-PROPOSED NPL-bb
Sites proposed by the United States Environmental Protection Agency (EPA), the state agency, or concerned citizens for addition to the National Priorities List (NPL) due to contamination by hazardous waste and identified by the EPA as a candidate for cleanup because it poses a risk to human health and/or the environment. Sites are represented by boundaries where available in the EPA Superfund Site Boundaries maintained by the Shared Enterprise Geodata and Services (SEGS). Site boundaries represent the footprint of a whole site, the sum of all of the Operable Units and the current understanding of the full extent of contamination; for Federal Facility sites, the total site polygon may be the Facility boundary. Where there is no polygon boundary data available for a given site, the site is represented as a point.
Government Publication Date: Oct 26, 2023
Deleted NPL: rr-DELETED NPL-bb
Sites deleted from the United States Environmental Protection Agency (EPA)'s National Priorities List. The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Sites are represented by boundaries where available in the EPA Superfund Site Boundaries maintained by the Shared Enterprise Geodata and Services (SEGS). Site boundaries represent the footprint of a whole site, the sum of all of the Operable Units and the current understanding of the full extent of contamination; for Federal Facility sites, the total site polygon may be the Facility boundary. Where there is no polygon boundary data available for a given site, the site is represented as a point.
Government Publication Date: Oct 26, 2023
SEMS List 8R Active Site Inventory: rr-SEMS-bb
The U.S. Environmental Protection Agency's (EPA) Superfund Program has deployed the Superfund Enterprise Management System (SEMS), which integrates multiple legacy systems into a comprehensive tracking and reporting tool. This inventory contains active sites evaluated by the Superfund program that are either proposed to be or are on the National Priorities List (NPL) as well as sites that are in the screening and assessment phase for possible inclusion on the NPL. The Active Site Inventory Report displays site and location information at active SEMS sites. An active site is one at which site assessment, removal, remedial, enforcement, cost recovery, or oversight activities are being planned or conducted. This data includes SEMS sites from the List 8R Active file as well as applicable sites from the SEMS GIS/REST file layer obtained from EPA's Facility Registry Service.
Government Publication Date: Sep 19, 2023
NPL
PROPOSED NPL
DELETED NPL
SEMS
Appendix: Database Descriptions
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326 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 SEMS List 8R Archive Sites: rr-SEMS ARCHIVE-bb
The U.S. Environmental Protection Agency's (EPA) Superfund Enterprise Management System (SEMS) Archived Site Inventory displays site and location information at sites archived from SEMS. An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time. This data includes sites from the List 8R Archived site file.
Government Publication Date: Sep 19, 2023
Inventory of Open Dumps, June 1985: rr-ODI-bb
The Resource Conservation and Recovery Act (RCRA) provides for publication of an inventory of open dumps. The Act defines "open dumps" as facilities which do not comply with EPA's "Criteria for Classification of Solid Waste Disposal Facilities and Practices" (40 CFR 257).
Government Publication Date: Jun 1985
Comprehensive Environmental Response, Compensation and Liability Information System - CERCLIS:
rr-CERCLIS-bb
Superfund is a program administered by the United States Environmental Protection Agency (EPA) to locate, investigate, and clean up the worst hazardous waste sites throughout the United States. CERCLIS is a database of potential and confirmed hazardous waste sites at which the EPA Superfund program has some involvement. It contains sites that are either proposed to be or are on the National Priorities List (NPL) as well as sites that are in the screening and assessment phase for possible inclusion on the NPL. The EPA administers the Superfund program in cooperation with individual states and tribal governments; this database is made available by the EPA.
Government Publication Date: Oct 25, 2013
EPA Report on the Status of Open Dumps on Indian Lands: rr-IODI-bb Public Law 103-399, The Indian Lands Open Dump Cleanup Act of 1994, enacted October 22, 1994, identified congressional concerns that solid waste open dump sites located on American Indian or Alaska Native (AI/AN) lands threaten the health and safety of residents of those lands and contiguous areas. The purpose of the Act is to identify the location of open dumps on Indian lands, assess the relative health and environment hazards posed by those sites, and provide financial and technical assistance to Indian tribal governments to close such dumps in compliance with Federal standards and regulations or standards promulgated by Indian Tribal governments or Alaska Native entities.
Government Publication Date: Dec 31, 1998
CERCLIS - No Further Remedial Action Planned: rr-CERCLIS NFRAP-bb An archived site is one at which EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program at this time. The Archive designation means that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL). This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site.
Government Publication Date: Oct 25, 2013
CERCLIS Liens: rr-CERCLIS LIENS-bb
A Federal Superfund lien exists at any property where EPA has incurred Superfund costs to address contamination ("Superfund site") and has provided notice of liability to the property owner. A Federal CERCLA ("Superfund") lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. This database is made available by the United States Environmental Protection Agency (EPA). This database was provided by the United States Environmental Protection Agency (EPA). Refer to SEMS LIEN as the current data source for Superfund Liens.
Government Publication Date: Jan 30, 2014
RCRA CORRACTS-Corrective Action: rr-RCRA CORRACTS-bb
RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. At these sites, the Corrective Action Program ensures that cleanups occur. EPA and state regulators work with facilities and communities to design remedies based on the contamination, geology, and anticipated use unique to each site.
Government Publication Date: Oct 2, 2023
RCRA non-CORRACTS TSD Facilities: rr-RCRA TSD-bb
RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. This database includes NonCorrective Action sites that have indicated engagement in the treatment, storage, or disposal of hazardous waste which requires a RCRA hazardous waste permit.
Government Publication Date: Oct 2, 2023
SEMS ARCHIVE
ODI
CERCLIS
IODI
CERCLIS NFRAP
CERCLIS LIENS
RCRA CORRACTS
RCRA TSD
1314
327 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 RCRA Generator List: rr-RCRA LQG-bb
RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste (see 40 CFR 260.10). Large Quantity Generators (LQGs) generate 1,000 kilograms per month or more of hazardous waste or more than one kilogram per month of acutely hazardous waste.
Government Publication Date: Oct 2, 2023
RCRA Small Quantity Generators List: rr-RCRA SQG-bb
RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste (see 40 CFR 260.10). Small Quantity Generators (SQGs) generate more than 100 kilograms, but less than 1,000 kilograms, of hazardous waste per month.
Government Publication Date: Oct 2, 2023
RCRA Very Small Quantity Generators List: rr-RCRA VSQG-bb RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. A hazardous waste generator is any person or site whose processes and actions create hazardous waste (see 40 CFR 260.10). Very Small Quantity Generators (VSQG) generate 100 kilograms or less per month of hazardous waste, or one kilogram or less per month of acutely hazardous waste. Additionally, VSQG may not accumulate more than 1,000 kilograms of hazardous waste at any time.
Government Publication Date: Oct 2, 2023
RCRA Non-Generators: rr-RCRA NON GEN-bb
RCRA Info is the U.S. Environmental Protection Agency's (EPA) comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRA Info replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS) and the Biennial Reporting System (BRS). A hazardous waste generator is any person or site whose processes and actions create hazardous waste (see 40 CFR 260.10). Non-Generators do not presently generate hazardous waste.
Government Publication Date: Oct 2, 2023
RCRA Sites with Controls: rr-RCRA CONTROLS-bb
List of Resource Conservation and Recovery Act (RCRA) facilities with institutional controls in place. RCRA gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle-to-grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances.
Government Publication Date: Oct 2, 2023
Federal Engineering Controls-ECs: rr-FED ENG-bb
This list of Engineering controls (ECs) is provided by the United States Environmental Protection Agency (EPA). ECs encompass a variety of engineered and constructed physical barriers (e.g., soil capping, sub-surface venting systems, mitigation barriers, fences) to contain and/or prevent exposure to contamination on a property. The EC listing includes remedy component data from Superfund decision documents issued in fiscal years 1982-2021 for applicable sites on the final or deleted on the National Priorities List (NPL); and sites with a Superfund Alternative Approach (SAA) Agreement in place. The only sites included that are not on the NPL; proposed for NPL; or removed from proposed NPL, are those with an SAA Agreement in place.
Government Publication Date: Oct 26, 2023
Federal Institutional Controls- ICs: rr-FED INST-bb
This list of Institutional controls (ICs) is provided by the United States Environmental Protection Agency (EPA). ICs are non-engineered instruments, such as administrative and legal controls, that help minimize the potential for human exposure to contamination and/or protect the integrity of the remedy. Although it is EPA's expectation that treatment or engineering controls will be used to address principal threat wastes and that groundwater will be returned to its beneficial use whenever practicable, ICs play an important role in site remedies because they reduce exposure to contamination by limiting land or resource use and guide human behavior at a site. The IC listing includes remedy component data from Superfund decision documents issued in fiscal years 1982-2021 for applicable sites on the final or deleted on the National Priorities List (NPL); and sites with a Superfund Alternative Approach (SAA) Agreement in place. The only sites included that are not on the NPL; proposed for NPL; or removed from proposed NPL, are those with an SAA Agreement in place.
Government Publication Date: Oct 26, 2023
RCRA LQG
RCRA SQG
RCRA VSQG
RCRA NON GEN
RCRA CONTROLS
FED ENG
FED INST
1315
328 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Land Use Control Information System: rr-LUCIS-bb
The LUCIS database is maintained by the U.S. Department of the Navy and contains information for former Base Realignment and Closure (BRAC) properties across the United States.
Government Publication Date: Sep 1, 2006
Institutional Control Boundaries at NPL sites: rr-NPL IC-bb Boundaries of Institutional Control areas at sites on the United States Environmental Protection Agency (EPA)'s National Priorities List, or Proposed or Deleted, made available by the EPA's Shared Enterprise Geodata and Services (SEGS). United States Environmental Protection Agency (EPA)'s National Priorities List of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action under the Superfund program. Institutional controls are non-engineered instruments such as administrative and legal controls that help minimize the potential for human exposure to contamination and/or protect the integrity of the remedy.
Government Publication Date: Oct 26, 2023
Emergency Response Notification System: rr-ERNS 1982 TO 1986-bb Database of oil and hazardous substances spill reports controlled by the National Response Center. The primary function of the National Response Center is to serve as the sole national point of contact for reporting oil, chemical, radiological, biological, and etiological discharges into the environment anywhere in the United States and its territories.
Government Publication Date: 1982-1986
Emergency Response Notification System: rr-ERNS 1987 TO 1989-bb Database of oil and hazardous substances spill reports controlled by the National Response Center. The primary function of the National Response Center is to serve as the sole national point of contact for reporting oil, chemical, radiological, biological, and etiological discharges into the environment anywhere in the United States and its territories.
Government Publication Date: 1987-1989
Emergency Response Notification System: rr-ERNS-bb
Database of oil and hazardous substances spill reports made available by the United States Coast Guard National Response Center (NRC). The NRC fields initial reports for pollution and railroad incidents and forwards that information to appropriate federal/state agencies for response. These data contain initial incident data that has not been validated or investigated by a federal/state response agency.
Government Publication Date: Aug 12, 2023
The Assessment, Cleanup and Redevelopment Exchange System (ACRES) Brownfield Database: rr-FED BROWNFIELDS-bb Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties protects the environment, reduces blight, and takes development pressures off greenspaces and working lands. This data is provided by the United States Environmental Protection Agency (EPA) and includes Brownfield sites from the Cleanups in My Community (CIMC) web application.
Government Publication Date: Mar 13, 2023
FEMA Underground Storage Tank Listing: rr-FEMA UST-bb
The Federal Emergency Management Agency (FEMA) of the Department of Homeland Security maintains a list of FEMA owned underground storage tanks.
Government Publication Date: Dec 31, 2017
Facility Response Plan: rr-FRP-bb
This listing contains facilities that have submitted Facility Response Plans (FRPs) to the U.S. Environmental Protection Agency (EPA). Facilities that could reasonably be expected to cause "substantial harm" to the environment by discharging oil into or on navigable waters are required to prepare and submit FRPs. Harm is determined based on total oil storage capacity, secondary containment and age of tanks, oil transfer activities, history of discharges, proximity to a public drinking water intake or sensitive environments. This listing includes FRP facilities from an applicable EPA FOIA file and Homeland Infrastructure Foundation-Level Data (HIFLD) data file.
Government Publication Date: May 2, 2023
Delisted Facility Response Plans: rr-DELISTED FRP-bb
Facilities that once appeared in - and have since been removed from - the list of facilities that have submitted Facility Response Plans (FRP) to EPA.
Facilities that could reasonably be expected to cause "substantial harm" to the environment by discharging oil into or on navigable waters are required to prepare and submit Facility Response Plans (FRPs). Harm is determined based on total oil storage capacity, secondary containment and age of tanks, oil transfer activities, history of discharges, proximity to a public drinking water intake or sensitive environments.
Government Publication Date: May 2, 2023
LUCIS
NPL IC
ERNS 1982 TO 1986
ERNS 1987 TO 1989
ERNS
FED BROWNFIELDS
FEMA UST
FRP
DELISTED FRP
1316
329 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Historical Gas Stations: rr-HIST GAS STATIONS-bb
This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930.
Government Publication Date: Jul 1, 1930
Petroleum Refineries: rr-REFN-bb
List of petroleum refineries from the U.S. Energy Information Administration (EIA) Refinery Capacity Report. Includes operating and idle petroleum refineries (including new refineries under construction) and refineries shut down during the previous year located in the 50 States, the District of Columbia, Puerto Rico, the Virgin Islands, Guam, and other U.S. possessions. Survey locations adjusted using public data.
Government Publication Date: Sep 20, 2023
Petroleum Product and Crude Oil Rail Terminals: rr-BULK TERMINAL-bb A list of petroleum product and crude oil rail terminals from the U.S. Energy Information Administration (EIA), as well as petroleum terminals sourced from the Federal Communications Commission Data hosted by the Homeland Infrastructure Foundation-Level Database. Data includes operable bulk petroleum product terminals with a total bulk shell storage capacity of 50,000 barrels or more, and/or the ability to receive volumes from tanker, barge, or pipeline; also rail terminals handling the loading and unloading of crude oil with activity between 2017 and 2018. EIA petroleum product terminal data comes from the EIA-815 Bulk Terminal and Blender Report, which includes working, shell in operation, and shell idle for several major product groupings.
Government Publication Date: Sep 22, 2023
LIEN on Property: rr-SEMS LIEN-bb
The U.S. Environmental Protection Agency's (EPA) Superfund Enterprise Management System (SEMS) provides Lien details on applicable properties, such as the Superfund lien on property activity, the lien property information, and the parties associated with the lien.
Government Publication Date: Sep 19, 2023
Superfund Decision Documents: rr-SUPERFUND ROD-bb
This database contains a list of decision documents for Superfund sites. Decision documents serve to provide the reasoning for the choice of (or) changes to a Superfund Site cleanup plan. The decision documents include completed Records of Decision (ROD), ROD Amendments, Explanations of Significant Differences (ESD) for active and archived sites stored in the Superfund Enterprise Management System (SEMS), along with other associated memos and files. This information is maintained and made available by the U.S. Environmental Protection Agency.
Government Publication Date: Dec 26, 2023
Formerly Utilized Sites Remedial Action Program: rr-DOE FUSRAP-bb The U.S. Department of Energy (DOE) established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from the Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. The DOE Office of Legacy Management (LM) established long-term surveillance and maintenance (LTS&M) requirements for remediated FUSRAP sites. DOE evaluates the final site conditions of a remediated site on the basis of risk for different future uses. DOE then confirms that LTS&M requirements will maintain protectiveness.
Government Publication Date: Mar 4, 2017
State
State Response Sites: rr-RESPONSE-bb
A list of identified confirmed release sites where the Department of Toxic Substances Control (DTSC) is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. This database is state equivalent NPL.
Government Publication Date: Oct 23, 2023
EnviroStor Database: rr-ENVIROSTOR-bb
The EnviroStor Data Management System is made available by the Department of Toxic Substances Control (DTSC). Includes Corrective Action sites, Tiered Permit sites, Historical Sites and Evaluation/Investigation sites. This database is state equivalent CERCLIS.
Government Publication Date: Oct 23, 2023
Delisted State Response Sites: rr-DELISTED ENVS-bb
Sites removed from the list of State Response Sites made available by the EnviroStor Data Management System, Department of Toxic Substances Control (DTSC).
Government Publication Date: Oct 23, 2023
HIST GAS STATIONS
REFN
BULK TERMINAL
SEMS LIEN
SUPERFUND ROD
DOE FUSRAP
RESPONSE
ENVIROSTOR
DELISTED ENVS
1317
330 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Solid Waste Information System (SWIS): rr-SWF/LF-bb
The Solid Waste Information System (SWIS) database made available by the Department of Resources Recycling and Recovery (CalRecycle) contains information on solid waste facilities, operations, and disposal sites throughout the State of California. The types of facilities found in this database include landfills, transfer stations, material recovery facilities, composting sites, transformation facilities, waste tire sites, and closed disposal sites.
Government Publication Date: Aug 10, 2023
Solid Waste Disposal Sites with Waste Constituents Above Hazardous Waste Levels: rr-SWRCB SWF-bb This is a list of solid waste disposal sites identified by California State Water Resources Control Board with waste constituents above hazardous waste levels outside the waste management unit.
Government Publication Date: Sep 20, 2006
Waste Management Unit Database: rr-WMUD-bb
The Waste Management Unit Database System tracks and inventories waste management units. CCR Title 27 contains criteria stating that Waste Management Units are classified according to their ability to contain wastes. Containment shall be determined by geology, hydrology, topography, climatology, and other factors relating to the ability of the Unit to protect water quality. Water Code Section 13273.1 requires that operators submit a water quality solid waste assessment test (SWAT) report to address leak status. The WMUDS was last updated by the State Water Resources control board in 2000.
Government Publication Date: Jan 1, 2000
EnviroStor Hazardous Waste Facilities: rr-HWP-bb
A list of hazardous waste facilities including permitted, post-closure and historical facilities found in the Department of Toxic Substances Control (DTSC) EnviroStor database.
Government Publication Date: Oct 23, 2023
Sites Listed in the Solid Waste Assessment Test (SWAT) Program Report: rr-SWAT-bb In a 1993 Memorandum of Understanding, the State Water Resources Control Board (SWRCB) agreed to submit a comprehensive report on the Solid Waste Assessment Test (SWAT) Program to the California Integrated Waste Management Board (CIWMB). This report summarizes the work completed to date on the SWAT Program, and addresses both the impacts that leakage from solid waste disposal sites (SWDS) may have upon waters of the State and the actions taken to address such leakage.
Government Publication Date: Dec 31, 1995
Construction and Demolition Debris Recyclers: rr-C&D DEBRIS RECY-bb This listing of Construction and Demolition Debris Recyclers is maintained by the California Intergrated Waste Management Board-common C&D materials include lumber, drywall, metals, masonry (brick, concrete, etc.), carpet, plastic, pipe, rocks, dirt, paper, cardboard, or green waste related to land development.
Government Publication Date: Jun 20, 2018
Recycling Centers: rr-RECYCLING-bb
This list of Certified Recycling Centers that are operating under the state of California's Beverage Container Recycling Program is maintained by the California Department of Resources Recycling and Recovery.
Government Publication Date: Jan 17, 2024
Listing of Certified Processors: rr-PROCESSORS-bb
This list of Certified Processors that are operating under the state of California's Beverage Container Recycling Program is maintained by the California Department of Resources Recycling and Recovery.
Government Publication Date: Oct 16, 2023
Listing of Certified Dropoff, Collection, and Community Service Programs: rr-CONTAINER RECY-bb This list of Certified Dropoff, Collection, and Community Service Programs (non-buyback) operating under the state of California's Beverage Container Recycling Program is maintained by the California Department of Resources Recycling and Recovery.
Government Publication Date: Oct 19, 2023
Land Disposal Sites: rr-LDS-bb
Land Disposal Sites in GeoTracker, the State Water Resources Control Board (SWRCB)'s data management system. The Land Disposal program regulates of waste discharge to land for treatment, storage and disposal in waste management units. Waste management units include waste piles, surface impoundments, and landfills.
Government Publication Date: Jul 13, 2023
SWF/LF
SWRCB SWF
WMUD
HWP
SWAT
C&D DEBRIS RECY
RECYCLING
PROCESSORS
CONTAINER RECY
LDS
1318
331 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Leaking Underground Fuel Tank Reports: rr-LUST-bb
List of Leaking Underground Storage Tanks within the Cleanup Sites data in GeoTracker database. GeoTracker is the State Water Resources Control Board's (SWRCB) data management system for managing sites that impact groundwater, especially those that require groundwater cleanup (Underground Storage Tanks, Department of Defense and Site Cleanup Program) as well as permitted facilities such as operating Underground Storage Tanks. The Leak Prevention Program that overlooks LUST sites is the SWRCB in California's Environmental Protection Agency.
Government Publication Date: Jul 13, 2023
Delisted Leaking Storage Tanks: rr-DELISTED LST-bb
List of Leaking Underground Storage Tanks (LUST) cleanup sites removed from GeoTracker, the State Water Resources Control Board (SWRCB)'s database system, as well as sites removed from the SWRCB's list of UST Case closures.
Government Publication Date: Sep 18, 2023
Permitted Underground Storage Tank (UST) in GeoTracker: rr-UST-bb List of Permitted Underground Storage Tank (UST) sites made available by the State Water Resources Control Board (SWRCB) in California's Environmental Protection Agency (EPA).
Government Publication Date: Nov 22, 2023
Proposed Closure of Underground Storage Tank Cases: rr-UST CLOSURE-bb This listing includes Proposed Closure of Underground Storage Tank (UST) Cases which are being considered for closure by either the State Water Resources Control Board at a Future Board Meeting or the Executive Director that have been posted for a 60-day public comment period, and Closure of UST Cases with Closure Denials and Approved Orders. The lists are provided by the California Water Boards.
Government Publication Date: Sep 18, 2023
Historical Hazardous Substance Storage Information Database: rr-HHSS-bb The Historical Hazardous Substance Storage database contains information collected in the 1980s from facilities that stored hazardous substances. The information was originally collected on paper forms, was later transferred to microfiche, and recently indexed as a searchable database. When using this database, please be aware that it is based upon self-reported information submitted by facilities which has not been independently verified. It is unlikely that every facility responded to the survey and the database should not be expected to be a complete inventory of all facilities that were operating at that time. This database is maintained by the California State Water Resources Control Board's (SWRCB) Geotracker.
Government Publication Date: Aug 27, 2015
Statewide Environmental Evaluation and Planning System: rr-UST SWEEPS-bb The Statewide Environmental Evaluation and Planning System (SWEEPS) is a historical listing of active and inactive underground storage tanks made available by the California State Water Resources Control Board (SWRCB).
Government Publication Date: Oct 1, 1994
Aboveground Storage Tanks: rr-AST-bb
A statewide list from 2009 of aboveground storage tanks (ASTs) made available by the Cal FIRE Office of the State Fire Marshal (OSFM). This list is no longer maintained or updated by the Cal FIRE OSFM.
Government Publication Date: Aug 31, 2009
SWRCB Historical Aboveground Storage Tanks: rr-AST SWRCB-bb A list of aboveground storage tanks made available by the California State Water Resources Control Board (SWRCB). Effective January 1, 2008, the Certified Unified Program Agencies (CUPAs) are vested with the responsibility and authority to implement the Aboveground Petroleum Storage Act (APSA).
Government Publication Date: Dec 1, 2007
Oil and Gas Facility Tanks: rr-TANK OIL GAS-bb
Locations of oil and gas tanks that fall under the jurisdiction of the Geologic Energy Management Division of the California Department of Conservation (CalGEM) (CCR 1760). CalGEM was formerly the Division of Oil, Gas, and Geothermal Resources (DOGGR).
Government Publication Date: Oct 13, 2023
Delisted Storage Tanks: rr-DELISTED TNK-bb
This database contains a list of storage tank sites that were removed by the State Water Resources Control Board (SWRCB) in California's Environmental Protection Agency (EPA) and the Cal FIRE Office of State Fire Marshal (OSFM).
Government Publication Date: Jan 2, 2024
LUST
DELISTED LST
UST
UST CLOSURE
HHSS
UST SWEEPS
AST
AST SWRCB
TANK OIL GAS
DELISTED TNK
1319
332 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 California Environmental Reporting System (CERS) Tanks: rr-CERS TANK-bb List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs. The CalEPA oversees the statewide implementation of the Unified Program which applies regulatory standards to protect Californians from hazardous waste and materials.
Government Publication Date: Oct 16, 2023
Delisted California Environmental Reporting System (CERS) Tanks: rr-DELISTED CTNK-bb This database contains a list of Aboveground Petroleum Storage and Underground Storage Tank sites that were removed from in the California Environmental Protection Agency (CalEPA) Regulated Site Portal.
Government Publication Date: Oct 16, 2023
Historical Hazardous Substance Storage Container Information - Facility Summary: rr-HIST TANK-bb The State Water Resources Control Board maintained the Hazardous Substance Storage Containers listing and inventory in th 1980s. This facility summary lists historic tank sites where the following container types were present: farm motor vehicle fuel tanks; waste tanks; sumps; pits, ponds, lagoons, and others; and all other product tanks. This set, published in May 1988, lists facility and owner information, as well as the number of containers. This data is historic and will not be updated.
Government Publication Date: May 27, 1988
Site Mitigation and Brownfields Reuse Program Facility Sites with Land Use Restrictions: rr-LUR-bb The Department of Toxic Substances Control (DTSC) Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program's oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents land use restrictions that are active. Some sites have multiple land use restrictions.
Government Publication Date: Oct 23, 2023
CALSITES Database: rr-CALSITES-bb
This historical database was maintained by the Department of Toxic Substance Control (DTSC) for more than a decade. CALSITES contains information on Brownfield properties with confirmed or potential hazardous contamination. In 2006, DTSC introduced EnviroStor as the latest Brownfields site database.
Government Publication Date: May 1, 2004
Hazardous Waste Management Program Facility Sites with Deed / Land Use Restrictions: rr-HLUR-bb The Department of Toxic Substances Control (DTSC) Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder's office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners.
Government Publication Date: Feb 18, 2021
Deed Restrictions and Land Use Restrictions: rr-DEED-bb List of Deed Restrictions, Land Use Restrictions and Covenants in GeoTracker made available by the State Water Resources Control Board (SWRCB) in California's Environmental Protection Agency. A deed restriction (land use covenant) may be required to facilitate the remediation of past environmental contamination and to protect human health and the environment by reducing the risk of exposure to residual hazardous materials.
Government Publication Date: Jul 13, 2023
Voluntary Cleanup Program: rr-VCP-bb
List of sites in the Voluntary Cleanup Program made available by the Department of Toxic Substances and Control (DTSC). The Voluntary Cleanup Program was designed to respond to lower priority sites. Under the Voluntary Cleanup Program, DTSC enters site-specific agreements with project proponents for DTSC oversight of site assessment, investigation, and/or removal or remediation activities, and the project proponents agree to pay DTSC's reasonable costs for those services.
Government Publication Date: Oct 23, 2023
GeoTracker Cleanup Program Sites: rr-CLEANUP SITES-bb
A list of Cleanup Program sites in the state of California made available by The State Water Resources Control Board (SWRCB) of the California Environmental Protection Agency (EPA). SWRCB tracks leaking underground storage tank cleanups as well as other water board cleanups.
Government Publication Date: Jul 13, 2023
Delisted Cleanup Program Sites: rr-DELISTED CLEANUP-bb
CERS TANK
DELISTED CTNK
HIST TANK
LUR
CALSITES
HLUR
DEED
VCP
CLEANUP SITES
DELISTED CLEANUP
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333 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 A list of Cleanup Program sites which were once included - and have since been removed from - the list of Cleanup Program Sites in GeoTracker.
GeoTracker is the State Water Resource Control Boards' data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.
Government Publication Date: Jul 13, 2023
Delisted County Records: rr-DELISTED COUNTY-bb
Records removed from county or CUPA databases. Records may be removed from the county lists made available by the respective county departments because they are inactive, or because they have been deemed to be below reportable thresholds.
Government Publication Date: May 13, 2023
Tribal
Leaking Underground Storage Tanks on Tribal/Indian Lands: rr-INDIAN LUST-bb This list of leaking underground storage tanks (LUSTs) on Tribal/Indian Lands in Region 9, which includes California, is made available by the United States Environmental Protection Agency (EPA).
Government Publication Date: Apr 19, 2023
Underground Storage Tanks on Tribal/Indian Lands: rr-INDIAN UST-bb This list of underground storage tanks (USTs) on Tribal/Indian Lands in Region 9, which includes California, is made available by the United States Environmental Protection Agency (EPA).
Government Publication Date: Apr 19, 2023
Delisted Tribal Leaking Storage Tanks: rr-DELISTED INDIAN LST-bb Leaking Underground Storage Tank (LUST) facilities which once appeared on - and have since been removed from - the Regional Tribal/Indian LUST lists made available by the United States Environmental Protection Agency (EPA).
Government Publication Date: Oct 25, 2023
Delisted Tribal Underground Storage Tanks: rr-DELISTED INDIAN UST-bb Underground Storage Tank (UST) facilities which once appeared on - and have since been removed from - the Regional Tribal/Indian UST lists made available by the United States Environmental Protection Agency (EPA).
Government Publication Date: Oct 25, 2023
County
Orange County - Industrial Cleanup Program Cases Listing: rr-ICP ORANGE-bb Orange County Health Care Agency's Environmental Health Division has an Industrial Cleanup (IC) program which oversees the voluntary cleanup of contaminated property. This is a list of cases (by city) which the IC program has overseen in the past, or is currently overseeing.
Government Publication Date: May 15, 2023
Orange County - LOP Lead Cases List: rr-LOP ORANGE-bb
The Local Oversight Program of the County of Orange provides regulatory cleanup oversight for cleanup of leaking underground storage tanks (USTs).
This dataset is provided by the Orange County Health Care Agency.
Government Publication Date: May 15, 2023
Orange County - Non-Petroleum Underground Storage Tank Cases: rr-NPUT ORANGE-bb This list of open and closed non-petroleum underground storage tank cases is maintained by the Orange County Health Care Agency.
Government Publication Date: Oct 11, 2023
Orange County - Underground Storage Tanks Listing: rr-UST ORANGE-bb A list of registered Underground Storage Tank (UST) sites in Orange County. This list is made available by Orange County Health Care Agency (OCHCA), Environmental Health Division which oversees the underground storage tank inspection program in most of the cities of Orange County, with the exception of Anaheim, Fullerton, and Orange.
Government Publication Date: May 15, 2023
DELISTED COUNTY
INDIAN LUST
INDIAN UST
DELISTED INDIAN LST
DELISTED INDIAN UST
ICP ORANGE
LOP ORANGE
NPUT ORANGE
UST ORANGE
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334 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Orange County - Aboveground Petroleum Storage Tank Listing: rr-AST ORANGE-bb A list of Aboveground Petroleum Storage Tank (APST) facilities inspected by Orange County Certified Unified Program Agency (CUPA) Under the Aboveground Petroleum Storage Act (APSA). This list is made available by the Environmental Health Division of Orange County Health Care Agency.
Government Publication Date: May 15, 2023
Orange County - Anaheim City UST Cleanup Cases: rr-UST CLP ANAHEIM-bb A list of UST Cleanup Cases in the City of Anaheim in Orange County. As part of its Groundwater Protection Program, the City of Anaheim managed the UST Cleanup Oversight Program from April 1991 to June 2014. This list is published by the City of Anaheim Underground Storage Tank Cleanup Program.
Government Publication Date: May 26, 2015
Orange County - Anaheim City UST List: rr-UST ANAHEIM-bb A list of Underground Storage Tanks in Anaheim City, Orange County. This list is made available by Anaheim Fire & Rescue Department.
Government Publication Date: Oct 26, 2023
Orange County - Anaheim City AST List: rr-AST ANAHEIM-bb List of Aboveground Storage Tanks (ASTs) in Anaheim City, Orange County made available by Anaheim Fire & Rescue.
Government Publication Date: Oct 26, 2023
Additional Environmental Record Sources
Federal
PFAS Greenhouse Gas Emissions Data: rr-PFAS GHG-bb
The U.S. Environmental Protection Agency's Greenhouse Gas Reporting Program (GHGRP) collects Greenhouse Gas (GHG) data from large emitting facilities (25,000 metric tons of carbon dioxide equivalent (CO2e) per year), and suppliers of fossil fuels and industrial gases that results in GHG emissions when used. Includes GHG emissions data for facilities that emit or have emitted since 2010 chemicals identified in EPA's CompTox Chemicals Dashboard list of PFAS without explicit structures and list of PFAS structures by DSSTox. PFAS emissions data has been identified for facilities engaged in the following industrial processes: Aluminum Production (GHGRP Subpart F), HCFC-22 Production and HFC-23 Destruction (Subpart O), Electronics Manufacturing (Subpart I), Fluorinated Gas Production (Subpart L), Magnesium Production (Subpart T), Electrical Transmission and Distribution Equipment Use (Subpart DD), and Manufacture of Electric Transmission and Distribution Equipment (Subpart SS). Over time, other industrial processes with required GHGRP reporting may include PFAS emissions data and the list of reportable gases may change over time.
Government Publication Date: Nov 15, 2023
Facility Registry Service/Facility Index: rr-FINDS/FRS-bb The Facility Registry Service (FRS) is a centrally managed database that identifies facilities, sites, or places subject to environmental regulations or of environmental interest. FRS creates high-quality, accurate, and authoritative facility identification records through rigorous verification and management procedures that incorporate information from program national systems, state master facility records, and data collected from EPA's Central Data Exchange registrations and data management personnel. This list is made available by the U.S. Environmental Protection Agency (EPA).
Government Publication Date: Sep 8, 2023
Toxics Release Inventory (TRI) Program: rr-TRIS-bb
The U.S. Environmental Protection Agency's Toxics Release Inventory (TRI) is a database containing data on disposal or other releases of toxic chemicals from U.S. facilities and information about how facilities manage those chemicals through recycling, energy recovery, and treatment. There are currently 770 individually listed chemicals and 33 chemical categories covered by the TRI Program. Facilities that manufacture, process or otherwise use these chemicals in amounts above established levels must submit annual reporting forms for each chemical. Note that the TRI chemical list does not include all toxic chemicals used in the U.S. One of TRI's primary purposes is to inform communities about toxic chemical releases to the environment.
Government Publication Date: Oct 19, 2022
PFOA/PFOS Contaminated Sites: rr-PFAS NPL-bb
AST ORANGE
UST CLP ANAHEIM
UST ANAHEIM
AST ANAHEIM
PFAS GHG
FINDS/FRS
TRIS
PFAS NPL
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335 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 This list of Superfund Sites with Per- and Polyfluoroalkyl Substances (PFAS) detections is made available by the U.S. Environmental Protection Agency (EPA) in their PFAS Analytic Tools data, previously the list was obtained by EPA FOIA requests. EPA's Office of Land and Emergency Management and EPA Regional Offices maintain what is known about site investigations, contamination, and remedial actions under the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) where PFAS is present in the environment. Limitations: Detections of PFAS at National Priorities List (NPL) sites do not mean that people are at risk from PFAS, are exposed to PFAS, or that the site is the source of the PFAS. The information in the Superfund NPL and Superfund Alternative Agreement (SAA) PFAS detection site list is years old and may not be accurate today. Site information such as site name, site ID, and location has been confirmed for accuracy; however, PFAS-related information such as media sampled, drinking water being above the health advisory, or mitigation efforts has not been verified. For Federal Facilities data, the other Federal agencies (OFA) are the lead agency for their data and provided them to EPA.
Government Publication Date: Dec 18, 2023
Federal Agency Locations with Known or Suspected PFAS Detections: rr-PFAS FED SITES-bb List of Federal agency locations with known or suspected detections of Per- and Polyfluoroalkyl Substances (PFAS), made available by the U.S.
Environmental Protection Agency (EPA) in their PFAS Analytic Tools data. EPA outlines that these data are gathered from several federal entities, such as the Federal Superfund program, Department of Defense (DOD), National Aeronautics and Space Administration, Department of Transportation, and Department of Energy. The dates this data was extracted for the PFAS Analytic Tools range from March 2022 to September 2023. Sites on this list do not necessarily reflect the source/s of PFAS contamination and detections do not indicate level of risk or human exposure at the site. Agricultural notifications in this data are limited to DOD sites only. At this time, the EPA is aware that this list is not comprehensive of all Federal agencies.
Government Publication Date: Sep 5, 2023
SSEHRI PFAS Contamination Sites: rr-PFAS SSEHRI-bb
This PFAS Contamination Site Tracker database is compiled by the Social Science Environmental Health Research Institute (SSEHRI) at Northeastern University. According to the SSEHRI, the database records qualitative and quantitative data from each known site of PFAS contamination, including timeline of discovery, sources, levels, health impacts, community response, and government response. The goal of this database is to compile information and support public understanding of the rapidly unfolding issue of PFAS contamination. All data presented was extracted from government websites, news articles, or publicly available documents, and this is cited in the tracker. Locations for the Known PFAS Contamination Sites are sourced from the PFAS Sites and Community Resources Map, credited to the Northeastern University's PFAS Project Lab, Silent Spring Institute, and the PFASREACH team. Disclaimer: The source conveys the data undergoes regular updates as new information becomes available, some sites may be missing and/or contain information that is incorrect or outdated, as well as their information represents all contamination sites SSEHRI is aware of, not all possible contamination sites. This data is not intended to be used for legal purposes. Access the following source link for the most current information:
https://pfasproject.com/pfas-sites-and-community-resources/ Government Publication Date: Oct 9, 2022
National Response Center PFAS Spills: rr-ERNS PFAS-bb
This Per- and Poly-Fluoroalkyl Substances (PFAS) Spills dataset is made available via the U.S. Environmental Protection Agency's (EPA) PFAS Analytic Tools. The National Response Center (NRC), operated by the U.S. Coast Guard, is the designated federal point of contact for reporting all oil, chemical, and other discharges into the environment, for the United States and its territories. This dataset contains NRC spill information from 1990 to the present that is restricted to records associated with PFAS and PFAS-containing materials. Incidents are filtered to include only records with a "Material Involved" or "Incident Description" related to Aqueous Film Forming Foam (AFFF). The keywords used to filter the data included "AFFF," "Fire Fighting Foam," "Aqueous Film Forming Foam," "Fire Suppressant Foam, "PFAS," "PERFL," "PFOA," "PFOS," and "Genx." Limitations: The data from the NRC website contains initial incident data that has not been validated or investigated by a federal/state response agency. Keyword searches may misidentify some incident reports that do not contain PFAS. This dataset should also not be considered to be exhaustive of all PFAS spills/release incidents.
Government Publication Date: Nov 21, 2023
PFAS NPDES Discharge Monitoring: rr-PFAS NPDES-bb
This list of National Pollutant Discharge Elimination System (NPDES) permitted facilities with required monitoring for Per- and Polyfluoroalkyl (PFAS) Substances is made available via the U.S. Environmental Protection Agency (EPA)'s PFAS Analytic Tools. Any point-source wastewater discharger to waters of the United States must have a NPDES permit, which defines a set of parameters for pollutants and monitoring to ensure that the discharge does not degrade water quality or impair human health. This list includes NPDES permitted facilities associated with permits that monitor for Per- and Polyfluoroalkyl Substances (PFAS), limited to the years 2007 - present. EPA further advises the following regarding these data: currently, fewer than half of states have required PFAS monitoring for at least one of their permittees, and fewer states have established PFAS effluent limits for permittees. For states that may have required monitoring, some reporting and data transfer issues may exist on a state-by-state basis.
Government Publication Date: Nov 27, 2023
Perfluorinated Alkyl Substances (PFAS) from Toxic Release Inventory: rr-PFAS TRI-bb List of Toxics Release Inventory (TRI) facilities at which the reported chemical is a per- or polyfluoroalkyl (PFAS) substance included in the U.S.
Environmental Protection Agency's (EPA) consolidated PFAS Master List of PFAS Substances. Encompasses Toxics Release Inventory records included in the EPA PFAS Analytic Tools. The EPA's TRI database currently tracks information on disposal or releases of 770 individually listed toxic chemicals and 33 chemical categories from thousands of U.S. facilities and details about how facilities manage those chemicals through recycling, energy recovery, and treatment.
PFAS FED SITES
PFAS SSEHRI
ERNS PFAS
PFAS NPDES
PFAS TRI
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336 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Government Publication Date: Oct 19, 2022
Perfluorinated Alkyl Substances (PFAS) Water Quality: rr-PFAS WATER-bb The Water Quality Portal (WQP) is a cooperative service sponsored by the United States Geological Survey (USGS), the Environmental Protection Agency (EPA), and the National Water Quality Monitoring Council (NWQMC). This listing includes records from the Water Quality Portal where the characteristic (environmental measurement) is in the Environmental Protection Agency (EPA)'s consolidated Master List of PFAS Substances.
Government Publication Date: Jul 20, 2020
PFAS TSCA Manufacture and Import Facilities: rr-PFAS TSCA-bb The U.S. Environmental Protection Agency (EPA) issued the Chemical Data Reporting (CDR) Rule under the Toxic Substances Control Act (TSCA) and requires chemical manufacturers and facilities that manufacture or import chemical substances to report data to EPA. This list is specific only to TSCA Manufacture and Import Facilities with reported per- and poly-fluoroalkyl (PFAS) substances. Data file is sourced from EPA's PFAS Analytic Tools TSCA dataset which includes CDR/Inventory Update Reporting data from 1998 up to 2020. Disclaimer: This data file includes production and importation data for chemicals identified in EPA's CompTox Chemicals Dashboard list of PFAS without explicit structures and list of PFAS structures in DSSTox. Note that some regulations have specific chemical structure requirements that define PFAS differently than the lists in EPA's CompTox Chemicals Dashboard. Reporting information on manufactured or imported chemical substance amounts should not be compared between facilities, as some companies claim Chemical Data Reporting Rule data fields for PFAS information as Confidential Business Information.
Government Publication Date: Jan 5, 2023
PFAS Waste Transfers from RCRA e-Manifest : rr-PFAS E-MANIFEST-bb This Per- and Poly-Fluoroalkyl Substances (PFAS) Waste Transfers dataset is made available via the U.S. Environmental Protection Agency's (EPA) PFAS Analytic Tools. Every shipment of hazardous waste in the U.S. must be accompanied by a shipment manifest, which is a critical component of the cradle-to-grave tracking of wastes mandated by the Resource Conservation and Recovery Act (RCRA). According to the EPA, currently no Federal Waste Code exists for any PFAS compounds. To work around the lack of PFAS waste codes in the RCRA database, EPA developed the PFAS Transfers dataset by mining e-Manifest records containing at least one of these common PFAS keywords: • PFAS • PFOA • PFOS • PERFL • AFFF • GENX • GEN-X (plus the Vermont state-specific waste codes). Limitations: Amount or concentration of PFAS being transferred cannot be determined from the manifest information. Keyword searches may misidentify some manifest records that do not contain PFAS. This dataset should also not be considered to be exhaustive of all PFAS waste transfers.
Government Publication Date: Dec 13, 2023
PFAS Industry Sectors: rr-PFAS IND-bb
This Per- and Poly-Fluoroalkyl Substances (PFAS) Industry Sectors dataset is made available via the U.S. Environmental Protection Agency's (EPA) PFAS Analytic Tools. The EPA developed the dataset from various sources that show which industries may be handling PFAS including: EPA's Enforcement and Compliance History Online (ECHO) records restricted to potential PFAS-handling industry sectors; ECHO records for Fire Training Sites identified where fire-fighting foam may have been used in training exercises; and 14 CFR Part 139 Airports compiled from historic and current records from the FAA Airport Data and Information Portal. Since July 2006, all certificated Part 139 Airports are required to have fire-fighting foam onsite that meet certain military specifications, which to date have been fluorinated (Aqueous Film Forming Foam). Limitations: Inclusion in this dataset does not indicate that PFAS are being manufactured, processed, used, or released by the facility. Listed facilities potentially handle PFAS based on their industrial profile, but are unconfirmed by the EPA. Keyword searches in ECHO for Fire Training sites may misidentify some facilities and should not be considered to be an exhaustive list of fire training facilities in the U.S.
Government Publication Date: Dec 4, 2023
Hazardous Materials Information Reporting System: rr-HMIRS-bb The Hazardous Materials Incident Reporting System (HMIRS) database contains unintentional hazardous materials release information reported to the U.S. Department of Transportation, Pipeline and Hazardous Materials Safety Administration.
Government Publication Date: Nov 26, 2023
National Clandestine Drug Labs: rr-NCDL-bb
The U.S. Department of Justice ("the Department"), Drug Enforcement Administration (DEA), provides this data as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy.
Government Publication Date: Jul 26, 2023
Toxic Substances Control Act: rr-TSCA-bb
PFAS WATER
PFAS TSCA
PFAS E-MANIFEST
PFAS IND
HMIRS
NCDL
TSCA
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337 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 The Environmental Protection Agency (EPA) is amending the Toxic Substances Control Act (TSCA) section 8(a) Inventory Update Reporting (IUR) rule and changing its name to the Chemical Data Reporting (CDR) rule.
The CDR enables EPA to collect and publish information on the manufacturing, processing, and use of commercial chemical substances and mixtures (referred to hereafter as chemical substances) on the TSCA Chemical Substance Inventory (TSCA Inventory). This includes current information on chemical substance production volumes, manufacturing sites, and how the chemical substances are used. This information helps the Agency determine whether people or the environment are potentially exposed to reported chemical substances. EPA publishes submitted CDR data that is not Confidential Business Information (CBI).
Government Publication Date: Apr 11, 2019
Hist TSCA: rr-HIST TSCA-bb
The Environmental Protection Agency (EPA) is amending the Toxic Substances Control Act (TSCA) section 8(a) Inventory Update Reporting (IUR) rule and changing its name to the Chemical Data Reporting (CDR) rule.
The 2006 IUR data summary report includes information about chemicals manufactured or imported in quantities of 25,000 pounds or more at a single site during calendar year 2005. In addition to the basic manufacturing information collected in previous reporting cycles, the 2006 cycle is the first time EPA collected information to characterize exposure during manufacturing, processing and use of organic chemicals. The 2006 cycle also is the first time manufacturers of inorganic chemicals were required to report basic manufacturing information.
Government Publication Date: Dec 31, 2006
FTTS Administrative Case Listing: rr-FTTS ADMIN-bb
An administrative case listing from the Federal Insecticide, Fungicide, & Rodenticide Act (FIFRA) and Toxic Substances Control Act (TSCA), together known as FTTS. This database was obtained from the Environmental Protection Agency's (EPA) National Compliance Database (NCDB). The FTTS and NCDB was shut down in 2006.
Government Publication Date: Jan 19, 2007
FTTS Inspection Case Listing: rr-FTTS INSP-bb
An inspection case listing from the Federal Insecticide, Fungicide, & Rodenticide Act (FIFRA) and Toxic Substances Control Act (TSCA), together known as FTTS. This database was obtained from the Environmental Protection Agency's (EPA) National Compliance Database (NCDB). The FTTS and NCDB was shut down in 2006.
Government Publication Date: Jan 19, 2007
Potentially Responsible Parties List: rr-PRP-bb
Early in the site cleanup process, the U.S. Environmental Protection Agency (EPA) conducts a search to find the Potentially Responsible Parties (PRPs). The EPA looks for evidence to determine liability by matching wastes found at the site with parties that may have contributed wastes to the site.
This listing contains PRPs, Noticed Parties, at sites in the EPA's Superfund Enterprise Management System (SEMS).
Government Publication Date: Nov 14, 2023
State Coalition for Remediation of Drycleaners Listing: rr-SCRD DRYCLEANER-bb The State Coalition for Remediation of Drycleaners (SCRD) was established in 1998, with support from the U.S. Environmental Protection Agency (EPA) Office of Superfund Remediation and Technology Innovation. Coalition members are states with mandated programs and funding for drycleaner site remediation. Current members are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Since 2017, the SCRD no longer maintains this data, refer to applicable state source data where available.
Government Publication Date: Nov 08, 2017
Integrated Compliance Information System (ICIS): rr-ICIS-bb The Integrated Compliance Information System (ICIS) database contains integrated enforcement and compliance information across most of U.S.
Environmental Protection Agency's (EPA) programs. The vision for ICIS is to replace EPA's independent databases that contain enforcement data with a single repository for that information. Currently, ICIS contains all Federal Administrative and Judicial enforcement actions and a subset of the Permit Compliance System (PCS), which supports the National Pollutant Discharge Elimination System (NPDES). This information is maintained by the EPA Headquarters and at the Regional offices. A future release of ICIS will completely replace PCS and will integrate that information with Federal actions already in the system. ICIS also has the capability to track other activities that support compliance and enforcement programs, including incident tracking, compliance assistance, and compliance monitoring.
Government Publication Date: Jan 21, 2023
Drycleaner Facilities: rr-FED DRYCLEANERS-bb
A list of drycleaner facilities from Enforcement and Compliance History Online (ECHO) data as made available by the U.S. Environmental Protection Agency (EPA), sourced from the ECHO Exporter file. The EPA tracks facilities that possess NAIC and SIC codes that classify businesses as drycleaner establishments.
Government Publication Date: Jul 23, 2023
HIST TSCA
FTTS ADMIN
FTTS INSP
PRP
SCRD DRYCLEANER
ICIS
FED DRYCLEANERS
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338 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Delisted Drycleaner Facilities: rr-DELISTED FED DRY-bb
List of sites removed from the list of Drycleaner Facilities (sites in the EPA's Integrated Compliance Information System (ICIS) with NAIC or SIC codes identifying the business as a drycleaner establishment).
Government Publication Date: Jul 23, 2023
Formerly Used Defense Sites: rr-FUDS-bb
Formerly Used Defense Sites (FUDS) are properties that were formerly owned by, leased to, or otherwise possessed by and under the jurisdiction of the Secretary of Defense prior to October 1986, where the Department of Defense (DOD) is responsible for an environmental restoration. The FUDS Annual Report to Congress (ARC) is published by the U.S. Army Corps of Engineers (USACE). This data is compiled from the USACE's Geospatial FUDS data layers and Homeland Infrastructure Foundation-Level Data (HIFLD) FUDS dataset which applies to the Fiscal Year 2021 FUDS Inventory.
Government Publication Date: May 15, 2023
FUDS Munitions Response Sites: rr-FUDS MRS-bb
Boundaries of Munitions Response Sites (MRS), published with the Formerly Used Defense Sites (FUDS) Annual Report to Congress (ARC) by the U.S.
Army Corps of Engineers (USACE). An MRS is a discrete location within a Munitions response area (MRA) that is known to require a munitions response. An MRA means any area on a defense site that is known or suspected to contain unexploded ordnance (UXO), discarded military munitions (DMM), or munitions constituents (MC). This data is compiled from the USACE's Geospatial MRS data layers and Homeland Infrastructure FoundationLevel Data (HIFLD) MRS dataset.
Government Publication Date: May 15, 2023
Former Military Nike Missile Sites: rr-FORMER NIKE-bb
This information was taken from report DRXTH-AS-IA-83A016 (Historical Overview of the Nike Missile System, 12/1984) which was performed by Environmental Science and Engineering, Inc. for the U.S. Army Toxic and Hazardous Materials Agency Assessment Division. The Nike system was deployed between 1954 and the mid-1970's. Among the substances used or stored on Nike sites were liquid missile fuel (JP-4); starter fluids (UDKH, aniline, and furfuryl alcohol); oxidizer (IRFNA); hydrocarbons (motor oil, hydraulic fluid, diesel fuel, gasoline, heating oil); solvents (carbon tetrachloride, trichloroethylene, trichloroethane, stoddard solvent); and battery electrolyte. The quantities of material a disposed of and procedures for disposal are not documented in published reports. Virtually all information concerning the potential for contamination at Nike sites is confined to personnel who were assigned to Nike sites. During deactivation most hardware was shipped to depot-level supply points. There were reportedly instances where excess materials were disposed of on or near the site itself at closure. There was reportedly no routine site decontamination.
Government Publication Date: Dec 2, 1984
PHMSA Pipeline Safety Flagged Incidents: rr-PIPELINE INCIDENT-bb This list of flagged pipeline incidents is made available by the U.S. Department of Transportation (US DOT) Pipeline and Hazardous Materials Safety Administration (PHMSA). PHMSA regulations require incident and accident reports for five different pipeline system types. Accidents reported on hazardous liquid gravity lines (§195.13) and reporting-regulated-only hazardous liquid gathering lines (§195.15) and incidents reported on Type R gas gathering (§192.8(c)) are not included in the flagged incident file data.
Government Publication Date: Nov 6, 2023
Material Licensing Tracking System (MLTS): rr-MLTS-bb
A list of sites that store radioactive material subject to the Nuclear Regulatory Commission (NRC) licensing requirements. This list is maintained by the NRC. As of September 2016, the NRC no longer releases location information for sites. Site locations were last received in July 2016.
Government Publication Date: May 11, 2021
Historic Material Licensing Tracking System (MLTS) sites: rr-HIST MLTS-bb A historic list of sites that have inactive licenses and/or removed from the Material Licensing Tracking System (MLTS). In some cases, a site is removed from the MLTS when the state becomes an "Agreement State". An Agreement State is a State that has signed an agreement with the Nuclear Regulatory Commission (NRC) authorizing the State to regulate certain uses of radioactive materials within the State.
Government Publication Date: Jan 31, 2010
Mines Master Index File: rr-MINES-bb
The Master Index File (MIF) is provided by the United States Department of Labor, Mine Safety and Health Administration (MSHA). This file, which was originally created in the 1970's, contained many Mine-IDs that were invalid. MSHA removes invalid IDs from the MIF upon discovery. MSHA applicable data includes the following: all Coal and Metal/Non-Metal mines under MSHA's jurisdiction since 1/1/1970; mine addresses for all mines in the database except for Abandoned mines prior to 1998 from MSHA's legacy system (addresses may or may not correspond with the physical location of the mine itself); violations that have been assessed penalties as a result of MSHA inspections beginning on 1/1/2000; and violations issued as a result of MSHA inspections conducted beginning on 1/1/2000.
Government Publication Date: May 1, 2023
DELISTED FED DRY
FUDS
FUDS MRS
FORMER NIKE
PIPELINE INCIDENT
MLTS
HIST MLTS
MINES
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339 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Surface Mining Control and Reclamation Act Sites: rr-SMCRA-bb An inventory of land and water impacted by past mining (primarily coal mining) is maintained by the Office of Surface Mining Reclamation and Enforcement (OSMRE) to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). This inventory contains information on the type and extent of Abandoned Mine Land (AML) impacts, as well as information on the cost associated with the reclamation of those problems. The data is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Disclaimer: Per the OSMRE, States and tribes who enter their data into eAMLIS (AML Inventory System) may truncate their latitude and longitude so the precise location of usually dangerous AMLs is not revealed in an effort to protect the public from searching for these AMLs, most of which are on private property. If more precise location information is needed, please contact the applicable state/tribe of interest.
Government Publication Date: Jun 13, 2023
Mineral Resource Data System: rr-MRDS-bb
The Mineral Resource Data System (MRDS) is a collection of reports describing metallic and nonmetallic mineral resources throughout the world.
Included are deposit name, location, commodity, deposit description, geologic characteristics, production, reserves, resources, and references. This database contains the records previously provided in the Mineral Resource Data System (MRDS) of USGS and the Mineral Availability System/Mineral Industry Locator System (MAS/MILS) originated in the U.S. Bureau of Mines, which is now part of USGS. The USGS has ceased systematic updates of the MRDS database with their focus more recently on deposits of critical minerals while providing a well-documented baseline of historical mine locations from USGS topographic maps.
Government Publication Date: Mar 15, 2016
DOE Legacy Management Sites: rr-LM SITES-bb
The U.S. Department of Energy (DOE) Office of Legacy Management (LM) currently manages radioactive and chemical waste, environmental contamination, and hazardous material at over 100 sites across the U.S. The LM manages sites with diverse regulatory drivers (statutes or programs that direct cleanup and management requirements at DOE sites) or as part of internal DOE or congressionally-recognized programs, such as but not limited to: Formerly Utilized Sites Remedial Action Program (FUSRAP), Uranium Mill Tailings Radiation Control Act (UMTRCA Title I, Tile II), Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), Resource Conservation and Recovery Act (RCRA), Decontamination and Decommissioning (D&D), Nuclear Waste Policy Act (NWPA). This site listing includes data exported from the DOE Office of LM' s Geospatial Environmental Mapping System (GEMS). GEMS Data disclaimer: The DOE Office of LM makes no representation or warranty, expressed or implied, regarding the use, accuracy, availability, or completeness of the data presented herein.
Government Publication Date: Dec 12, 2023
Alternative Fueling Stations: rr-ALT FUELS-bb
This list of alternative fueling stations is sourced from the Alternative Fuels Data Center (AFDC). The U.S. Department of Energy's Office of Energy Efficiency & Renewable Energy launched the AFDC in 1991 as a repository for alternative fuel vehicle performance data, which provides a wealth of information and data on alternative and renewable fuels, advanced vehicles, fuel-saving strategies, and emerging transportation technologies. The data includes Biodiesel (B20 and above), Compressed Natural Gas (CNG), Electric, Ethanol (E85), Hydrogen, Liquefied Natural Gas (LNG), Propane (LPG), and Renewable Diesel (R20 and above) fuel type locations.
Government Publication Date: Aug 30, 2023
Superfunds Consent Decrees: rr-CONSENT DECREES-bb
This list of Superfund consent decrees is provided by the Department of Justice, Environment & Natural Resources Division (ENRD) through a Freedom of Information Act (FOIA) applicable file. This listing includes Consent Decrees for CERCLA or Superfund Sites filed and/or as proposed within the ENRD's Case Management System (CMS) since 2010. CMS may not reflect the latest developments in a case nor can the agency guarantee the accuracy of the data. ENRD Disclaimer: Congress excluded three discrete categories of law enforcement and national security records from the requirements of the FOIA; response is limited to those records that are subject to the requirements of the FOIA; however, this should not be taken as an indication that excluded records do, or do not, exist.
Government Publication Date: Apr 19, 2023
Air Facility System: rr-AFS-bb
This EPA retired Air Facility System (AFS) dataset contains emissions, compliance, and enforcement data on stationary sources of air pollution.
Regulated sources cover a wide spectrum; from large industrial facilities to relatively small operations such as dry cleaners. AFS does not contain data on facilities that are solely asbestos demolition and/or renovation contractors, or landfills. ECHO Clean Air Act data from AFS are frozen and reflect data as of October 17, 2014; the EPA retired this system for Clean Air Act stationary sources and transitioned to ICIS-Air.
Government Publication Date: Oct 17, 2014
Registered Pesticide Establishments: rr-SSTS-bb
SMCRA
MRDS
LM SITES
ALT FUELS
CONSENT DECREES
AFS
SSTS
1327
340 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 This national list of active EPA-registered foreign and domestic pesticide and/or device-producing establishments is based on data from the Section Seven Tracking System (SSTS). The Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) Section 7 requires that each producing establishment must place its EPA establishment number on the label or immediate container of each pesticide, active ingredient or device produced. An EPA establishment number on a pesticide product label identifies the EPA registered location where the product was produced. The list of establishments is made available by the U.S. Environmental Protection Agency (EPA).
Government Publication Date: Mar 1, 2023
Polychlorinated Biphenyl (PCB) Transformers: rr-PCBT-bb Locations of Transformers Containing Polychlorinated Biphenyls (PCBs) registered with the United States Environmental Protection Agency. PCB transformer owners must register their transformer(s) with EPA. Although not required, PCB transformer owners who have removed and properly disposed of a registered PCB transformer may notify EPA to have their PCB transformer de-registered. Data made available by EPA.
Government Publication Date: Oct 15, 2019
Polychlorinated Biphenyl (PCB) Notifiers: rr-PCB-bb
Facilities included in the national list of facilities that have notified the United States Environmental Protection Agency (EPA) of Polychlorinated Biphenyl (PCB) activities. Any company or person storing, transporting or disposing of PCBs or conducting PCB research and development must notify the EPA and receive an identification number.
Government Publication Date: Oct 30, 2023
State
PFAS Sampling Locations: rr-PFAS SAMPLING-bb
This data is sourced from the State Water Board's GeoTracker Per- and Polyfluoroalkyl Substances (PFAS) Map tool which contains individual sampling points (i.e., soil boring, groundwater monitoring well, drinking water well for municipal drinking water systems, etc.) or a site location with PFAS analytical data. Includes analytical results that are finalized and submitted electronically by the Responsible Parties via GeoTracker's Electronic Submittal of Information Portal, and after it's accepted by a Regional Water Quality Control Board.
Government Publication Date: Sep 25, 2023
Dry Cleaning Facilities: rr-DRYCLEANERS-bb
A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial, linen supply, commercial laundry, dry cleaning and pressing machines - Coin Operated Laundry and Dry Cleaning. This is provided by the Department of Toxic Substance Control.
Government Publication Date: Dec 20, 2021
Delisted Drycleaners: rr-DELISTED DRYCLEANERS-bb
Sites removed from the list of drycleaner related facilities that have EPA ID numbers, made available by the California Department of Toxic Substance Control.
Government Publication Date: Jan 31, 2022
Non-Toxic Dry Cleaning Incentive Program: rr-DRYC GRANT-bb A list of grant recipients of the Non-Toxic Dry Cleaning Incentive Program made available by the California Air Resources Board (CARB). The program provides grants to eligible dry cleaning businesses to assist them in transitioning away from PERC machines to alternative non-toxic and non-smog forming technologies.
Government Publication Date: Jan 31, 2022
PFAS GeoTracker Cleanup Sites: rr-PFAS GT CLEANUPS-bb
A list of applicable cleanup sites from the State Water Resources Control Board's (SWRCB) GeoTracker data management system where one or more of the potential contaminants of concern are identified in the PFAS Master List of PFAS Substances made available by the Environmental Protection Agency (US EPA).
Government Publication Date: Jul 13, 2023
PFOA/PFOS Groundwater: rr-PFAS GW-bb
A list of water wells from the Groundwater Ambient Monitoring and Assessment Program (GAMA) Groundwater Information System with the groundwater chemical perfluorooctanoic acid (PFOA) (NL = 0.014 UG/L) or perfluorooctanoic sulfonate (PFOS) (NL = 0.013 UG/L). The GAMA Groundwater Information System search is made available by California Water Boards.
Government Publication Date: Oct 22, 2023
PCBT
PCB
PFAS SAMPLING
DRYCLEANERS
DELISTED DRYCLEANERS
DRYC GRANT
PFAS GT CLEANUPS
PFAS GW
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341 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 PFAS Investigations: rr-PFAS INVEST-bb
This list of potential Per- and Polyfluoroalkyl Substance (PFAS) sites is compiled from the California State Water Resources Control Board's (SWRCB) PFAS Investigations Map tool. The SWRCB issued investigative orders, per California Water Code (CWC) Section 13267 and/or 13383, to these sites.
This does not mean that PFAS has been produced, used, or discharged at these sites. Orders were also issued to the public water systems to sample wells in the vicinity of these locations. The data includes locations for airports, landfills, suspected chrome plating facilities, publicly owned treatment works (aka wastewater treatment plants), bulk fuel terminals, refineries, and military facilities that have potential sources of PFAS.
Government Publication Date: Nov 28, 2022
Hazardous Waste and Substances Site List - Site Cleanup: rr-HWSS CLEANUP-bb The Hazardous Waste and Substances Sites (Cortese) List is a planning document used by the State, local agencies and developers to comply with the California Environmental Quality Act requirements in providing information about the location of hazardous materials release sites. This list is published by California Department of Toxic Substance Control.
Government Publication Date: Mar 15, 2023
Toxic Pit Cleanup Act Sites: rr-TOXIC PITS-bb
The Toxic Pits Cleanup Act (TPCA) list identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. This list was maintained by the State Water Resources Control Board (SWRCB), is not longer maintained, and updates are not planned.
Government Publication Date: Jul 1, 1995
List of Hazardous Waste Facilities Subject to Corrective Action: rr-DTSC HWF-bb This is a list of hazardous waste facilities identified in Health and Safety Code (HSC) § 25187.5. These facilities are those where Department of Toxic Substances Control (DTSC) has taken or contracted for corrective action because a facility owner/operator has failed to comply with a date for taking corrective action in an order issued under HSC § 25187, or because DTSC determined that immediate corrective action was necessary to abate an imminent or substantial endangerment.
Government Publication Date: Jul 18, 2016
EnviroStor Inspection, Compliance, and Enforcement: rr-INSP COMP ENF-bb A list of permitted facilities with inspections and enforcements tracked by the California Department of Toxic Substance Control's (DTSC) EnviroStor data management system.
Government Publication Date: Jul 28, 2023
School Property Evaluation Program Sites: rr-SCH-bb
A list of sites registered with The Department of Toxic Substances Control (DTSC) School Property Evaluation and Cleanup (SPEC) Division. SPEC is responsible for assessing, investigating and cleaning up proposed school sites. The Division ensures that selected properties are free of contamination or, if the properties were previously contaminated, that they have been cleaned up to a level that protects the students and staff who will occupy the new school.
Government Publication Date: Oct 23, 2023
California Hazardous Material Incident Report System (CHMIRS): rr-CHMIRS-bb A list of reported hazardous material incidents, spills, and releases from the California Hazardous Material Incident Report System (CHMIRS). This list has been made available by the California Office of Emergency Services (OES).
Government Publication Date: Jul 26, 2023
Historical California Hazardous Material Incident Report System (CHMIRS): rr-HIST CHMIRS-bb A list of reported hazardous material incidents, spills, and releases from the California Hazardous Material Incident Report System (CHMIRS) prior to 1993. This list has been made available by the California Office of Emergency Services (OES).
Government Publication Date: Jan 1, 1993
Handlers from Hazardous Waste Manifest Data: rr-HAZNET-bb A list of handlers not otherwise classified as Treatment, Storage, Disposal facilities (TSDF) or generators from the facilities and manifests data made available by the California Department of Toxic Substances Control (DTSC) in their Hazardous Waste Tracking System (HWTS).
Government Publication Date: Oct 24, 2016
Generators from Hazardous Waste Manifest Data: rr-HAZ GEN-bb List of handlers listed as having generated waste from the facilities and manifests data made available by the California Department of Toxic Substances Control (DTSC) in their Hazardous Waste Tracking System (HWTS).
Government Publication Date: Dec 31, 2017
PFAS INVEST
HWSS CLEANUP
TOXIC PITS
DTSC HWF
INSP COMP ENF
SCH
CHMIRS
HIST CHMIRS
HAZNET
HAZ GEN
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342 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 TSDF from Hazardous Waste Manifest Data: rr-HAZ TSD-bb
List of Treatment, Storage, and Disposal Facilities (TSDFs) from the facilities and manifests data made available by the California Department of Toxic Substances Control (DTSC) in their Hazardous Waste Tracking System (HWTS).
Government Publication Date: Dec 31, 2017
Historical Hazardous Waste Manifest Data: rr-HIST MANIFEST-bb A list of historic hazardous waste manifests received by the Department of Toxic Substances Control (DTSC) from year the 1980 to 1992. The volume of manifests is typically 900,000 - 1,000,000 annually, representing approximately 450,000 - 500,000 shipments.
Government Publication Date: Dec 31, 1992
DTSC Registered Hazardous Waste Transporters: rr-HW TRANSPORT-bb The California Department of Toxic Substances Control (DTSC) maintains this list of Registered Hazardous Waste Transporters.
Government Publication Date: Sep 28, 2023
Registered Waste Tire Haulers: rr-WASTE TIRE-bb
This list of registered waste tire haulers is maintained by the California Department of Resources Recycling and Recovery.
Government Publication Date: Dec 5, 2023
California Medical Waste Management Program Facility List: rr-MEDICAL WASTE-bb This list of Medical Waste Management Program Facilities is maintained by the California Department of Public Health. The Medical Waste Management Program (MWMP) regulates the generation, handling, storage, treatment, and disposal of medical waste by providing oversight for the implementation of the Medical Waste Management Act (MWMA). The MWMP permits and inspects all medical waste off-site treatment facilities, medical waste transporters, and medical waste transfer stations. This list contains transporters, treatment, and transfer facilities.
Government Publication Date: Oct 4, 2023
Historical Cortese List: rr-HIST CORTESE-bb
List of sites which were once included on the Cortese list. The Hazardous Waste and Substances Sites (Cortese) List is a planning document used by the State, local agencies and developers to comply with the California Environmental Quality Act requirements for providing information about the location of hazardous sites.
Government Publication Date: Nov 13, 2008
Cease and Desist Orders and Cleanup and Abatement Orders: rr-CDO/CAO-bb The California Environment Protection Agency "Cortese List" of active Cease and Desist Orders (CDO) and Cleanup and Abatement Orders (CAO). This list contains many CDOs and CAOs that do NOT concern the discharge of wastes that are hazardous materials. Many of the listed orders concern, as examples, discharges of domestic sewage, food processing wastes, or sediment that do not contain hazardous materials, but the Water Boards' database does not distinguish between these types of orders.
Government Publication Date: Dec 6, 2021
California Environmental Reporting System (CERS) Hazardous Waste Sites: rr-CERS HAZ-bb List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the following regulatory programs:
Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, RCRA LQ HW Generator. The CalEPA oversees the statewide implementation of the Unified Program which applies regulatory standards to protect Californians from hazardous waste and materials.
Government Publication Date: Oct 16, 2023
Delisted Environmental Reporting System (CERS) Hazardous Waste Sites: rr-DELISTED HAZ-bb This database contains a list of sites that were removed from the California Environmental Protection Agency (CalEPA) in the following regulatory programs: Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, RCRA LQ HW Generator.
Government Publication Date: Nov 29, 2018
Sites in GeoTracker: rr-GEOTRACKER-bb
GeoTracker is the State Water Resource Control Boards' data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. This is a list of sites in GeoTracker that aren't otherwise categorized as LUST, Land Disposal Sites (LDS), Cleanup Sites, or sites having Waste Discharge Requirements (WDR). This listing includes program types such as Underground Injection Control (UIC), Confined Animal Facilities (CAF), Irrigated Lands Regulatory Program, plans, and non-case information.
Government Publication Date: Jul 13, 2023
HAZ TSD
HIST MANIFEST
HW TRANSPORT
WASTE TIRE
MEDICAL WASTE
HIST CORTESE
CDO/CAO
CERS HAZ
DELISTED HAZ
GEOTRACKER
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343 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 Mines Listing: rr-MINE-bb
This list includes mine site locations extracted from the Mines Online database, maintained by the California Department of Conservation. Mines Online (MOL) is an interactive web map designed with GIS features that provide information such as the mine name, mine status, commodity sold, location, and other mine specific data. Please note: Mine location information is provided to assist experts in determining the location of mine operators in accordance with California Civil Code section 1103.4 and reflects information reported by mine operators in annual reports provided under Public Resources Code section 2207. While the Division of Mine Reclamation (DMR) attempts to populate MOL with accurate location information, the DMR cannot guarantee the accuracy of operator reported location information.
Government Publication Date: Jun 16, 2023
Recorded Environmental Cleanup Liens: rr-LIEN-bb
The California Department of Toxic Substance Control (DTSC) maintains this list of liens placed upon real properties. A lien is utilized by the DTSC to obtain reimbursement from responsible parties for costs associated with the remediation of contaminated properties.
Government Publication Date: Sep 15, 2023
Waste Discharge Requirements: rr-WASTE DISCHG-bb
List of sites in California State Water Resources Control Board (SWRCB) Waste Discharge Requirements (WDRs) Program in California, made available by the SWRCB via GeoTracker. The WDR program regulates point discharges that are exempt pursuant to Subsection 20090 of Title 27 and not subject to the Federal Water Pollution Control Act. The scope of the WDRs Program also includes the discharge of wastes classified as inert, pursuant to section 20230 of Title 27.
Government Publication Date: Jul 13, 2023
Toxic Pollutant Emissions Facilities: rr-EMISSIONS-bb
A list of criteria and toxic pollutant emissions data for facilities in California made available by the California Environmental Protection Agency - Air Resources Board (ARB). Risk data may be based on previous inventory submittals. The toxics data are submitted to the ARB by the local air districts as requirement of the Air Toxics "Hot Spots" Program. This program requires emission inventory updates every four years.
Government Publication Date: Dec 31, 2020
Clandestine Drug Lab Sites: rr-CDL-bb
The Department of Toxic Substances Control (DTSC) maintains a listing of drug lab sites. DTSC is responsible for removal and disposal of hazardous substances discovered by law enforcement officials while investigating illegal/clandestine drug laboratories.
Government Publication Date: Jan 19, 2021
Tribal
No Tribal additional environmental record sources available for this State.
County
Orange County - Hazardous Waste Facilities: rr-HW ORANGE-bb A list of Hazardous Waste Facilities in Orange County. This list is made available by Orange County Environmental Health Department.
Government Publication Date: May 15, 2023
MINE
LIEN
WASTE DISCHG
EMISSIONS
CDL
HW ORANGE
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344 erisinfo.com | Environmental Risk Information Services Order No: 24012400327 h-Definitions
Database Descriptions: This section provides a detailed explanation for each database including: source, information available, time coverage, and acronyms used. They are listed in alphabetic order.
Detail Report: This is the section of the report which provides the most detail for each individual record. Records are summarized by location, starting with the project property followed by records in closest proximity.
Distance: The distance value is the distance between plotted points, not necessarily the distance between the sites' boundaries. All values are an approximation.
Direction: The direction value is the compass direction of the site in respect to the project property and/or center point of the report.
Elevation: The elevation value is taken from the location at which the records for the site address have been plotted. All values are an approximation.
Source: Google Elevation API.
Executive Summary: This portion of the report is divided into 3 sections:
'Report Summary'- Displays a chart indicating how many records fall on the project property and, within the report search radii. 'Site Report Summary'-Project Property'- This section lists all the records which fall on the project property. For more details, see the 'Detail Report' section.
'Site Report Summary-Surrounding Properties'- This section summarizes all records on adjacent properties, listing them in order of proximity from the project property. For more details, see the 'Detail Report' section.
Map Key: The map key number is assigned according to closest proximity from the project property. Map Key numbers always start at #1. The project property will always have a map key of '1' if records are available. If there is a number in brackets beside the main number, this will indicate the number of records on that specific property. If there is no number in brackets, there is only one record for that property.
The symbol and colour used indicates 'elevation': the red inverted triangle will dictate 'ERIS Sites with Lower Elevation', the yellow triangle will dictate 'ERIS Sites with Higher Elevation' and the orange square will dictate 'ERIS Sites with Same Elevation.' Unplottables: These are records that could not be mapped due to various reasons, including limited geographic information. These records may or may not be in your study area, and are included as reference.
Definitions
1332
Appendix H - Supporting
Documents
1333
1 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Property Information
Order Number: 24012400327p
Date Completed: January 24, 2024
Project Number: 224-0059
Project Property: 2375 N Tustin St
2375 N Tustin St Orange CA 92865
Coordinates:
Latitude: 33.82789895
Longitude: -117.83460187
UTM Northing: 3743387.17042 Meters
UTM Easting: 422770.193898 Meters
UTM Zone: UTM Zone 11S
Elevation: 265.28 ft
Slope Direction: W
Topographic Information........................................................................................................................................2 Hydrologic Information...........................................................................................................................................4 Geologic Information..............................................................................................................................................9 Soil Information....................................................................................................................................................11 Wells and Additional Sources..............................................................................................................................23 Summary..........................................................................................................................................................24 Detail Report....................................................................................................................................................27 Radon Information...............................................................................................................................................73 Appendix..............................................................................................................................................................74 Liability Notice......................................................................................................................................................76 The ERIS Physical Setting Report - PSR provides comprehensive information about the physical setting around a site and includes a complete overview of topography and surface topology, in addition to hydrologic, geologic and soil characteristics. The location and detailed attributes of oil and gas wells, water wells, public water systems and radon are also included for review.
The compilation of both physical characteristics of a site and additional attribute data is useful in assessing the impact of migration of contaminants and subsequent impact on soils and groundwater.
Disclaimer
This Report does not provide a full environmental evaluation for the site or adjacent properties. Please see the terms and disclaimer at the end of the Report for greater detail.
1334
Topographic Information
1335
Topographic Information
3 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p The previous topographic map(s) are created by seamlessly merging and cutting current USGS topographic data. Below are shaded relief map(s), derived from USGS elevation data to show surrounding topography in further detail.
Topographic information at project property:
Elevation: 265.28 ft
Slope Direction: W
1336
Hydrologic Information
1337
Hydrologic Information
1338
Hydrologic Information
6 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p The Wetland Type map shows wetland existence overlaid on an aerial imagery. The Flood Hazard Zones map shows FEMA flood hazard zones overlaid on an aerial imagery. Relevant FIRM panels and detailed zone information is provided below.
For detailed Zone descriptions please click the link: https://floodadvocate.com/fema-zone-definitions Available FIRM Panels in area: 06059C0153J(effective:2009-12-03) 06059C0154J(effective:2009-12-03) Flood Zone AO-01
Zone: AO
Zone subtype:
Flood Zone X-01
Zone: X
Zone subtype: 0.2 PCT ANNUAL CHANCE FLOOD HAZARD
Flood Zone X-12
Zone: X
Zone subtype: AREA OF MINIMAL FLOOD HAZARD
Flood Zone X-14
Zone: X
Zone subtype: AREA WITH REDUCED FLOOD RISK DUE TO LEVEE 1339
Hydrologic Information
FEMA Flood Zone Definitions
Special Flood Hazard Areas – High Risk
Special Flood Hazard Areas represent the area subject to inundation by 1-percent-annual chance flood. Structures located within the SFHA have a 26- percent chance of flooding during the life of a standard 30-year mortgage. Federal floodplain management regulations and mandatory flood insurance purchase requirements apply in these zones.
ZONE DESCRIPTION
A
Areas subject to inundation by the 1-percent-annual-chance flood event. Because detailed hydraulic analyses have not been performed, no Base Flood Elevations (BFEs) or flood depths are shown.
AE, A1-A30 Areas subject to inundation by the 1-percent-annual-chance flood event determined by detailed methods. BFEs are shown within these zones. (Zone AE is used on new and revised maps in place of Zones A1–A30.) AH Areas subject to inundation by 1-percent-annual-chance shallow flooding (usually areas of ponding) where average depths are 1–3 feet. BFEs derived from detailed hydraulic analyses are shown in this zone.
AO Areas subject to inundation by 1-percent-annual-chance shallow flooding (usually sheet flow on sloping terrain) where average depths are 1–3 feet. Average flood depths derived from detailed hydraulic analyses are shown within this zone.
AR Areas that result from the decertification of a previously accredited flood protection system that is determined to be in the process of being restored to provide base flood protection.
A99
Areas subject to inundation by the 1-percent-annual-chance flood event, but which will ultimately be protected upon completion of an under-construction Federal flood protection system. These are areas of special flood hazard where enough progress has been made on the construction of a protection system, such as dikes, dams, and levees, to consider it complete for insurance rating purposes. Zone A99 may be used only when the flood protection system has reached specified statutory progress toward completion. No BFEs or flood depths are shown.
Coastal High Hazard Areas – High Risk
Coastal High Hazard Areas (CHHA) represent the area subject to inundation by 1-percent-annual chance flood, extending from offshore to the inland limit of a primary front al dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. Structures located within the CHHA have a 26-percent chance of flooding during the life of a standard 30-year mortgage. Federal floodplain management regulations and mandatory purchase requirements apply in these zones.
ZONE DESCRIPTION
V
Areas along coasts subject to inundation by the 1-percent-annual-chance flood event with additional hazards associated with storm-induced waves. Because detailed coastal analyses have not been performed, no BFEs or flood depths are shown.
VE, V1-V30
Areas along coasts subject to inundation by the 1-percent-annual-chance flood event with additional hazards due to storminduced velocity wave action. BFEs derived from detailed hydraulic coastal analyses are shown within these zones. (Zone VE is used on new and revised maps in place of Zones V1–V30.) 1340
Hydrologic Information
Moderate and Minimal Risk Areas
Areas of moderate or minimal hazard are studied based upon the principal source of flood in the area. However, buildings in these zones could be flooded by severe, concentrated rainfall coupled with inadequate local drainage systems. Local stormwater drainage systems are not normally considered in a community's flood insurance study. The failure of a local drainage system can create areas of high flood risk within these zones. Flood insurance is available in participating communities, but is not required by regulation in these zones. Nearly 25-percent of all flood claims filed are for structures located within these zones.
ZONE DESCRIPTION
B, X (shaded)
Moderate risk areas within the 0.2-percent-annual-chance floodplain, areas of 1-percent-annual-chance flooding where average depths are less than 1 foot, areas of 1-percent-annual-chance flooding where the contributing drainage area is less than 1 square mile, and areas protected from the 1-percent-annual-chance flood by a levee. No BFEs or base flood depths are shown within these zones. (Zone X (shaded) is used on new and revised maps in place of Zone B.) C, X (unshaded) Minimal risk areas outside the 1-percent and .2-percent-annual-chance floodplains. No BFEs or base flood depths are shown within these zones. (Zone X (unshaded) is used on new and revised maps in place of Zone C.) Undetermined Risk Areas
ZONE DESCRIPTION
D
Unstudied areas where flood hazards are undetermined, but flooding is possible. No mandatory flood insurance purchase requirements apply, but coverage is available in participating communities. 1341
Geologic Information
1342
Geologic Information
10 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p The previous page shows USGS geology information. Detailed information about each unit is provided below.
Geologic Unit Q
Unit Name: Quaternary alluvium and marine deposits
Unit Age: Pliocene to Holocene
Primary Rock Type: alluvium
Secondary Rock Type: terrace
Unit Description: Alluvium, lake, playa, and terrace deposits; unconsolidated and semiconsolidated. Mostly nonmarine, but includes marine deposits near the coast.
Geologic Unit M
Unit Name: Miocene marine rocks
Unit Age: Oligocene to Pliocene
Primary Rock Type: sandstone
Secondary Rock Type: mudstone
Unit Description: Sandstone, shale, siltstone, conglomerate and breccia; in part Pliocene and Oligocene.
Geologic Unit P
Unit Name: Pliocene marine rocks
Unit Age: Miocene to Pleistocene
Primary Rock Type: sandstone
Secondary Rock Type: mudstone
Unit Description: Sandstone, siltstone, shale, and conglomerate; in part Pleistocene and Miocene.
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Soil Information
1344
Soil Information
12 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p The previous page shows a soil map using SSURGO data from USDA Natural Resources Conservation Service. Detailed information about each unit is provided below.
Map Unit 100 (0.28%)
Map Unit Name: Alo clay, 9 to 15 percent slopes
Bedrock Depth - Min: 64cm
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Alo(85%)
horizon A1(0cm to 5cm) Clay
horizon A2(5cm to 38cm) Clay
horizon Bkss(38cm to 64cm) Clay
horizon Cr1(64cm to 104cm) Bedrock
horizon Cr2(104cm to 150cm) Bedrock
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 100 - Alo clay, 9 to 15 percent slopes
Component: Alo (85%)
The Alo component makes up 85 percent of the map unit. Slopes are 9 to 15 percent. This component is on hillslopes, hills. The parent material consists of calcareous residuum weathered from sandstone and shale. Depth to a root restrictive layer, bedrock, paralithic, is 20 to 39 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is very low.
Available water to a depth of 60 inches (or restricted depth) is low. Shrink-swell potential is very high. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R019XD001CA Clayey (1975) ecological site. Nonirrigated land capability classification is 3e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Anaheim (5%)
Generated brief soil descriptions are created for major soil components. The Anaheim soil is a minor component.
Component: Bosanko (5%)
Generated brief soil descriptions are created for major soil components. The Bosanko soil is a minor component.
Component: Balcom (5%)
Generated brief soil descriptions are created for major soil components. The Balcom soil is a minor component.
Map Unit 101 (0.45%)
Map Unit Name: Alo clay, 15 to 30 percent slopes, dry
Bedrock Depth - Min: 56cm
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Alo(85%)
horizon A(0cm to 38cm) Clay
1345
Soil Information
13 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p horizon Bkss(38cm to 56cm) Clay
horizon Cr(56cm to 150cm) Bedrock
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 101 - Alo clay, 15 to 30 percent slopes, dry
Component: Alo (85%)
The Alo component makes up 85 percent of the map unit. Slopes are 15 to 30 percent. This component is on foothills, ridges. The parent material consists of residuum weathered from calcareous sandstone or shale. Depth to a root restrictive layer, bedrock, paralithic, is 22 to 26 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is very low.
Available water to a depth of 60 inches (or restricted depth) is low. Shrink-swell potential is very high. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R019XD001CA Clayey (1975) ecological site. Nonirrigated land capability classification is 4e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Anaheim (5%)
Generated brief soil descriptions are created for major soil components. The Anaheim, clay loam soil is a minor component.
Component: Bonsall (5%)
Generated brief soil descriptions are created for major soil components. The Bonsall, clay soil is a minor component.
Component: Balcom (5%)
Generated brief soil descriptions are created for major soil components. The Balcom, clay loam soil is a minor component.
Map Unit 102 (0.78%)
Map Unit Name: Alo clay, 30 to 50 percent slopes, warm MAAT, MLRA 20 Bedrock Depth - Min: 56cm
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Alo(85%)
horizon A(0cm to 38cm) Clay
horizon Bkss(38cm to 56cm) Clay
horizon Cr(56cm to 200cm) Bedrock
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 102 - Alo clay, 30 to 50 percent slopes, warm MAAT, MLRA 20 Component: Alo (85%)
The Alo component makes up 85 percent of the map unit. Slopes are 30 to 50 percent. This component is on hills, foothills. The parent material consists of residuum weathered from sandstone and shale. Depth to a root restrictive layer, bedrock, paralithic, is 20 to 30 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is very low. Available water to a depth of 60 inches (or restricted depth) is low. Shrink-swell potential is very high. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R019XD001CA Clayey (1975) ecological site. Nonirrigated land capability classification is 6e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Balcom (5%)
Generated brief soil descriptions are created for major soil components. The Balcom soil is a minor component. 1346
Soil Information
14 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Component: Anaheim (5%)
Generated brief soil descriptions are created for major soil components. The Anaheim soil is a minor component.
Component: Calleguas (3%)
Generated brief soil descriptions are created for major soil components. The Calleguas soil is a minor component.
Component: Bosanko (2%)
Generated brief soil descriptions are created for major soil components. The Bosanko soil is a minor component.
Map Unit 113 (0.28%)
Map Unit Name: Balcom clay loam, 30 to 50 percent slopes Bedrock Depth - Min: 76cm
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Balcom(85%)
horizon H1(0cm to 76cm) Clay loam
horizon H2(76cm to 150cm) Weathered bedrock
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 113 - Balcom clay loam, 30 to 50 percent slopes Component: Balcom (85%)
The Balcom component makes up 85 percent of the map unit. Slopes are 30 to 50 percent. This component is on hills. The parent material consists of calcareous residuum weathered from sandstone and shale. Depth to a root restrictive layer, bedrock, paralithic, is 24 to 36 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is low. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded.
There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. This component is in the R019XD001CA Unspecified ecological site. Nonirrigated land capability classification is 6e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Bosanko (5%)
Generated brief soil descriptions are created for major soil components. The Bosanko, CLAY soil is a minor component.
Component: Calleguas (4%)
Generated brief soil descriptions are created for major soil components. The Calleguas, CLAY LOAM soil is a minor component.
Component: Unnamed (3%)
Generated brief soil descriptions are created for major soil components. The Unnamed soil is a minor component.
Component: Cieneba (3%)
Generated brief soil descriptions are created for major soil components. The Cieneba, SANDY LOAM soil is a minor component.
Map Unit 149 (0.15%)
Map Unit Name: Cropley clay, 2 to 9 percent slopes, warm MAAT, MLRA 19 Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted. 1347
Soil Information
15 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Major components are printed below
Cropley(90%)
horizon Ap(0cm to 8cm) Clay
horizon A(8cm to 38cm) Clay
horizon Bss1(38cm to 74cm) Clay
horizon Bss2(74cm to 97cm) Clay
horizon BCk1(97cm to 124cm) Clay
horizon BCk2(124cm to 200cm) Clay
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 149 - Cropley clay, 2 to 9 percent slopes, warm MAAT, MLRA 19 Component: Cropley (90%)
The Cropley component makes up 90 percent of the map unit. Slopes are 2 to 9 percent. This component is on alluvial fans on hills, terraces on hills. The parent material consists of alluvium derived from calcareous shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately low. Available water to a depth of 60 inches (or restricted depth) is moderate. Shrink-swell potential is very high. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R020XD047CA Coastal Terrace 14-16" P.z. ecological site. Nonirrigated land capability classification is 4e. Irrigated land capability classification is 2e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 5 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Rincon (4%)
Generated brief soil descriptions are created for major soil components. The Rincon soil is a minor component.
Component: Salinas (4%)
Generated brief soil descriptions are created for major soil components. The Salinas soil is a minor component.
Component: Botella (2%)
Generated brief soil descriptions are created for major soil components. The Botella soil is a minor component.
Map Unit 172 (41.99%)
Map Unit Name: Myford sandy loam, 0 to 2 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Moderately well drained
Hydrologic Group - Dominant: D - Soils in this group have high runoff potential when thoroughly wet. Water movement through the soil is restricted or very restricted.
Major components are printed below
Myford(70%)
horizon H1(0cm to 30cm) Sandy loam
horizon H2(30cm to 46cm) Sandy clay
horizon H3(46cm to 71cm) Sandy clay loam
horizon H4(71cm to 180cm) Sandy clay loam
horizon H5(180cm to 201cm) Sandy loam
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 172 - Myford sandy loam, 0 to 2 percent slopes Component: Myford (70%)
The Myford component makes up 70 percent of the map unit. Slopes are 0 to 2 percent. This component is on terraces, alluvial plain remnants. The parent material consists of alluvium derived from mixed. Depth to a root restrictive layer, abrupt textural change, inches. The natural drainage class is moderately well drained. Water movement in the most restrictive layer is low. Available water to 1348
Soil Information
16 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p a depth of 60 inches (or restricted depth) is very low. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded.
There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. This component is in the R019XD061CA Claypan (1975) ecological site. Nonirrigated land capability classification is 4s. Irrigated land capability classification is 4s. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Myford (10%)
Generated brief soil descriptions are created for major soil components. The Myford soil is a minor component.
Component: Chesterson (5%)
Generated brief soil descriptions are created for major soil components. The Chesterson soil is a minor component.
Component: Myford (5%)
Generated brief soil descriptions are created for major soil components. The Myford soil is a minor component.
Component: Capistrano (5%)
Generated brief soil descriptions are created for major soil components. The Capistrano soil is a minor component.
Component: Yorba (3%)
Generated brief soil descriptions are created for major soil components. The Yorba soil is a minor component.
Component: Unnamed (2%)
Generated brief soil descriptions are created for major soil components. The Unnamed soil is a minor component.
Map Unit 185 (1.13%)
Map Unit Name: Pits
Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: null
Hydrologic Group - Dominant: null
Major components are printed below
Pits(95%)
horizon H1(0cm to 15cm) Extremely gravelly coarse sand
horizon H2(15cm to 152cm) Very gravelly coarse sand
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 185 - Pits
Component: Pits (95%)
Generated brief soil descriptions are created for major soil components. The Pits is a miscellaneous area.
Component: Unnamed (5%)
Generated brief soil descriptions are created for major soil components. The Unnamed soil is a minor component.
Map Unit 206 (6.38%)
Map Unit Name: Sorrento loam, 0 to 2 percent slopes, warm MAAT, MLRA 19 Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Sorrento(85%)
1349
Soil Information
17 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p horizon A(0cm to 30cm) Loam
horizon C(30cm to 94cm) Silty clay loam
horizon Ck(94cm to 157cm) Silty clay loam
horizon 2C(157cm to 183cm) Sandy loam
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 206 - Sorrento loam, 0 to 2 percent slopes, warm MAAT, MLRA 19 Component: Sorrento (85%)
The Sorrento component makes up 85 percent of the map unit. Slopes are 0 to 2 percent. This component is on alluvial fans, alluvial plains. The parent material consists of alluvium derived from sedimentary rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 3 percent. This component is in the R019XD029CA Loamy (1975) ecological site. Nonirrigated land capability classification is 3c. Irrigated land capability classification is 1 This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Mocho (5%)
Generated brief soil descriptions are created for major soil components. The Mocho soil is a minor component.
Component: Sorrento (3%)
Generated brief soil descriptions are created for major soil components. The Sorrento soil is a minor component.
Component: Garretson (2%)
Generated brief soil descriptions are created for major soil components. The Garretson soil is a minor component.
Component: Bolsa (2%)
Generated brief soil descriptions are created for major soil components. The Bolsa soil is a minor component.
Component: Anacapa (2%)
Generated brief soil descriptions are created for major soil components. The Anacapa soil is a minor component.
Component: Pico (1%)
Generated brief soil descriptions are created for major soil components. The Pico soil is a minor component.
Map Unit 207 (4.98%)
Map Unit Name: Sorrento loam, 2 to 9 percent slopes, warm MAAT, MLRA 19 Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Sorrento(85%)
horizon A(0cm to 30cm) Loam
horizon AB(30cm to 94cm) Silty clay loam
horizon Bk(94cm to 157cm) Silty clay loam
horizon 2C(157cm to 183cm) Sandy loam
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 207 - Sorrento loam, 2 to 9 percent slopes, warm MAAT, MLRA 19 Component: Sorrento (85%)
1350
Soil Information
18 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p The Sorrento component makes up 85 percent of the map unit. Slopes are 2 to 9 percent. This component is on alluvial fans, alluvial plains. The parent material consists of alluvium derived from sedimentary rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 3 percent. This component is in the R019XD029CA Loamy (1975) ecological site. Nonirrigated land capability classification is 3e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Mocho (7%)
Generated brief soil descriptions are created for major soil components. The Mocho soil is a minor component.
Component: Pico (2%)
Generated brief soil descriptions are created for major soil components. The Pico soil is a minor component.
Component: Garretson (2%)
Generated brief soil descriptions are created for major soil components. The Garretson soil is a minor component.
Component: Anacapa (2%)
Generated brief soil descriptions are created for major soil components. The Anacapa soil is a minor component.
Component: Botella (2%)
Generated brief soil descriptions are created for major soil components. The Botella soil is a minor component.
Map Unit 208 (19.46%)
Map Unit Name: Sorrento clay loam, 0 to 2 percent slopes, warm MAAT, MLRA 19 Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Sorrento(80%)
horizon A(0cm to 30cm) Clay loam
horizon C(30cm to 94cm) Silty clay loam
horizon Ck(94cm to 157cm) Silty clay loam
horizon 2C(157cm to 200cm) Stratified loamy fine sand to silt loam Component Description:
Minor map unit components are excluded from this report.
Map Unit: 208 - Sorrento clay loam, 0 to 2 percent slopes, warm MAAT, MLRA 19 Component: Sorrento (80%)
The Sorrento component makes up 80 percent of the map unit. Slopes are 0 to 2 percent. This component is on alluvial fans, alluvial plains. The parent material consists of alluvium derived from sedimentary rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 3 percent. This component is in the R019XD001CA Clayey (1975) ecological site. Nonirrigated land capability classification is 3c. Irrigated land capability classification is 1 This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Sorrento (8%)
Generated brief soil descriptions are created for major soil components. The Sorrento soil is a minor component.
Component: Sorrento (4%)
Generated brief soil descriptions are created for major soil components. The Sorrento soil is a minor component. 1351
Soil Information
19 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Component: Mocho (4%)
Generated brief soil descriptions are created for major soil components. The Mocho soil is a minor component.
Component: Bolsa (2%)
Generated brief soil descriptions are created for major soil components. The Bolsa soil is a minor component.
Component: Chino (1%)
Generated brief soil descriptions are created for major soil components. The Chino soil is a minor component.
Component: Unnamed (1%)
Generated brief soil descriptions are created for major soil components. The Unnamed soil is a minor component.
Map Unit 209 (9.15%)
Map Unit Name: Sorrento clay loam, 2 to 9 percent slopes, warm MAAT, MLRA 19 Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
Sorrento(75%)
horizon Ap1(0cm to 15cm) Clay loam
horizon Ap2(15cm to 30cm) Clay loam
horizon AB1(30cm to 53cm) Silty clay loam
horizon AB2(53cm to 69cm) Silty clay loam
horizon AB3(69cm to 94cm) Silty clay loam
horizon Bk1(94cm to 124cm) Silty clay loam
horizon Bk2(124cm to 157cm) Silty clay loam
horizon 2C(157cm to 183cm) Stratified loamy fine sand to silt loam Component Description:
Minor map unit components are excluded from this report.
Map Unit: 209 - Sorrento clay loam, 2 to 9 percent slopes, warm MAAT, MLRA 19 Component: Sorrento (75%)
The Sorrento component makes up 75 percent of the map unit. Slopes are 2 to 9 percent. This component is on alluvial fans, alluvial plains. The parent material consists of alluvium derived from sedimentary rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches (or restricted depth) is high. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 3 percent. This component is in the R019XD001CA Clayey (1975) ecological site. Nonirrigated land capability classification is 3e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. There are no saline horizons within 30 inches of the soil surface.
Component: Sorrento (10%)
Generated brief soil descriptions are created for major soil components. The Sorrento soil is a minor component.
Component: Mocho (10%)
Generated brief soil descriptions are created for major soil components. The Mocho soil is a minor component.
Component: Botella (5%)
Generated brief soil descriptions are created for major soil components. The Botella soil is a minor component.
Map Unit 217 (0.21%)
Map Unit Name: Xeralfic arents, loamy, 2 to 9 percent slopes 1352
Soil Information
20 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: null
Major components are printed below
Xeralfic arents(85%)
horizon H1(0cm to 152cm) Variable
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 217 - Xeralfic arents, loamy, 2 to 9 percent slopes Component: Xeralfic arents (85%)
The Xeralfic arents component makes up 85 percent of the map unit. Slopes are 2 to 9 percent. This component is on hills. The parent material consists of sandy marine deposits. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Available water to a depth of 60 inches (or restricted depth) is very low. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. This soil does not meet hydric criteria.
Component: Unnamed (15%)
Generated brief soil descriptions are created for major soil components. The Unnamed, undisturbed soil is a minor component.
Map Unit 218 (3.86%)
Map Unit Name: Xeralfic arents, loamy, 9 to 15 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: null
Major components are printed below
Xeralfic arents(85%)
horizon H1(0cm to 152cm) Variable
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 218 - Xeralfic arents, loamy, 9 to 15 percent slopes Component: Xeralfic arents (85%)
The Xeralfic arents component makes up 85 percent of the map unit. Slopes are 9 to 15 percent. This component is on hills. The parent material consists of sandy marine deposits. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Available water to a depth of 60 inches (or restricted depth) is very low. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. This soil does not meet hydric criteria.
Component: Unnamed (15%)
Generated brief soil descriptions are created for major soil components. The Unnamed, UNDISTURBED soil is a minor component.
Map Unit 219 (7.22%)
Map Unit Name: Xerorthents loamy, cut and fill areas, 9 to 15 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
1353
Soil Information
21 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Hydrologic Group - Dominant: null
Major components are printed below
Xerorthents(85%)
horizon H1(0cm to 152cm) Variable
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 219 - Xerorthents loamy, cut and fill areas, 9 to 15 percent slopes Component: Xerorthents (85%)
The Xerorthents, LOAMY component makes up 85 percent of the map unit. Slopes are 9 to 15 percent. This component is on hills.
The parent material consists of sandstone and shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Available water to a depth of 60 inches (or restricted depth) is very low. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. This soil does not meet hydric criteria.
Component: Unnamed (15%)
Generated brief soil descriptions are created for major soil components. The Unnamed, UNDISTURBED soil is a minor component.
Map Unit 220 (3.57%)
Map Unit Name: Xerorthents loamy, cut and fill areas, 15 to 30 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: null
Major components are printed below
Xerorthents loamy(85%)
horizon H1(0cm to 152cm) Variable
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 220 - Xerorthents loamy, cut and fill areas, 15 to 30 percent slopes Component: Xerorthents loamy (85%)
The Xerorthents loamy, LOAMY component makes up 85 percent of the map unit. Slopes are 15 to 30 percent. This component is on hills. The parent material consists of sandstone and shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Available water to a depth of 60 inches (or restricted depth) is very low. Shrink-swell potential is low.
This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. This soil does not meet hydric criteria.
Component: Unnamed (15%)
Generated brief soil descriptions are created for major soil components. The Unnamed, UNDISTURBED soil is a minor component.
Map Unit 223 (0.13%)
Map Unit Name: Yorba gravelly sandy loam, 15 to 30 percent slopes Bedrock Depth - Min: null
Watertable Depth - Annual Min: null
Drainage Class - Dominant: Well drained
Hydrologic Group - Dominant: C - Soils in this group have moderately high runoff potential when thoroughly wet. Water transmission through the soil is somewhat restricted.
Major components are printed below
1354
Soil Information
22 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Yorba(85%)
horizon H1(0cm to 28cm) Gravelly sandy loam
horizon H2(28cm to 102cm) Very gravelly sandy clay loam horizon H3(102cm to 160cm) Very gravelly sandy loam
Component Description:
Minor map unit components are excluded from this report.
Map Unit: 223 - Yorba gravelly sandy loam, 15 to 30 percent slopes Component: Yorba (85%)
The Yorba component makes up 85 percent of the map unit. Slopes are 15 to 30 percent. This component is on terraces. The parent material consists of sandy and gravelly alluvium derived from mixed. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately low. Available water to a depth of 60 inches (or restricted depth) is low. Shrink-swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. This component is in the R019XD061CA Unspecified ecological site. Nonirrigated land capability classification is 4e. Irrigated land capability classification is 4e. This soil does not meet hydric criteria.
Component: Gabino (5%)
Generated brief soil descriptions are created for major soil components. The Gabino, GRAVELLY CLAY LOAM soil is a minor component.
Component: Myford (5%)
Generated brief soil descriptions are created for major soil components. The Myford, SANDY LOAM soil is a minor component.
Component: Soper (3%)
Generated brief soil descriptions are created for major soil components. The Soper, GRAVELLY LOAM soil is a minor component.
Component: Modjeska (2%)
Generated brief soil descriptions are created for major soil components. The Modjeska, GRAVELLY LOAM soil is a minor component. 1355
Wells and Additional Sources
1356
Wells and Additional Sources Summary
24 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Federal Sources
Public Water Systems Violations and Enforcement Data
Map Key PWS ID Distance (ft) Direction
24 CA3000940 5140.80 W
Safe Drinking Water Information System (SDWIS)
Map Key ID Distance (ft) Direction
No records found
USGS National Water Information System
Map Key Site No Distance (ft) Direction
13 USGS-334900117502301 4168.13 SSW
State Sources
Oil and Gas Wells
Map Key API No Distance (ft) Direction
1 0405901071 179.06 WSW
2 0405901031 549.77 WNW
3 0405901056 924.01 ESE
7 0405901183 3481.23 SSW
8 0405901157 3610.52 ENE
9 0405900889 3676.10 NNE
10 0405901190 3715.11 W
19 0405901095 4648.37 NNW
23 0405901269 4886.48 WNW
Periodic Groundwater Level Measurement Locations
Map Key Site Code Distance (ft) Direction
15 338167N1178415W001 4261.52 SSW
Well Completion Reports
Map Key WCR No Distance (ft) Direction
4 WCR0080596 2234.39 ESE
4 WCR0296339 2234.39 ESE
4 WCR2013-011083 2234.39 ESE
4 WCR2013-013006 2234.39 ESE
4 WCR0042562 2234.39 ESE
4 WCR0214998 2234.39 ESE
4 WCR0071633 2234.39 ESE
4 WCR0207917 2234.39 ESE
4 WCR0016232 2234.39 ESE
1357
Wells and Additional Sources Summary
25 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 4 WCR0281122 2234.39 ESE
4 WCR2013-012998 2234.39 ESE
4 WCR2013-012999 2234.39 ESE
4 WCR2013-013000 2234.39 ESE
4 WCR0254513 2234.39 ESE
4 WCR2013-011082 2234.39 ESE
4 WCR2013-011088 2234.39 ESE
4 WCR0226485 2234.39 ESE
4 WCR0227314 2234.39 ESE
4 WCR2013-013003 2234.39 ESE
4 WCR0188917 2234.39 ESE
4 WCR0128776 2234.39 ESE
4 WCR2013-011084 2234.39 ESE
4 WCR0219228 2234.39 ESE
4 WCR0268939 2234.39 ESE
4 WCR2013-011086 2234.39 ESE
4 WCR0151673 2234.39 ESE
4 WCR0255019 2234.39 ESE
4 WCR2013-011089 2234.39 ESE
4 WCR0008795 2234.39 ESE
4 WCR0155500 2234.39 ESE
4 WCR1993-011377 2234.39 ESE
4 WCR2013-011085 2234.39 ESE
4 WCR0246384 2234.39 ESE
4 WCR2013-013001 2234.39 ESE
4 WCR2013-013002 2234.39 ESE
4 WCR2013-013005 2234.39 ESE
4 WCR2013-013007 2234.39 ESE
4 WCR2013-011087 2234.39 ESE
4 WCR2013-013004 2234.39 ESE
4 WCR1995-009754 2234.39 ESE
5 WCR0245357 2545.33 WSW
5 WCR0213475 2545.33 WSW
5 WCR0104175 2545.33 WSW
6 WCR2023-008091 2756.41 W
11 WCR2018-005787 3967.36 N
12 WCR2018-005781 4007.60 N
14 WCR2018-005778 4280.27 NNE
14 WCR2018-005779 4280.27 NNE
16 WCR2018-005785 4355.35 NNE
17 WCR2018-005784 4434.81 NNE
18 WCR0090604 4434.93 NNE
18 WCR2014-007537 4434.93 NNE
18 WCR0237657 4434.93 NNE
18 WCR0071728 4434.93 NNE
18 WCR2014-007560 4434.93 NNE
18 WCR2014-007541 4434.93 NNE
18 WCR0141671 4434.93 NNE
18 WCR0298672 4434.93 NNE
18 WCR2014-007544 4434.93 NNE
18 WCR0226621 4434.93 NNE
18 WCR2014-007551 4434.93 NNE
18 WCR0061978 4434.93 NNE
18 WCR0219636 4434.93 NNE
18 WCR0029797 4434.93 NNE
18 WCR2014-007562 4434.93 NNE
18 WCR2014-007539 4434.93 NNE
18 WCR2014-007545 4434.93 NNE
18 WCR0048902 4434.93 NNE
18 WCR2014-007542 4434.93 NNE
18 WCR0326864 4434.93 NNE
18 WCR2014-007546 4434.93 NNE
18 WCR2014-007553 4434.93 NNE
18 WCR0041300 4434.93 NNE
18 WCR2014-007552 4434.93 NNE
18 WCR2014-007543 4434.93 NNE
1358
Wells and Additional Sources Summary
26 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 18 WCR0237656 4434.93 NNE
18 WCR2014-007547 4434.93 NNE
18 WCR2014-007540 4434.93 NNE
18 WCR2014-007593 4434.93 NNE
18 WCR2014-007548 4434.93 NNE
18 WCR0295141 4434.93 NNE
18 WCR0141672 4434.93 NNE
18 WCR0124495 4434.93 NNE
18 WCR2014-007549 4434.93 NNE
18 WCR0061977 4434.93 NNE
18 WCR0141670 4434.93 NNE
18 WCR0065077 4434.93 NNE
18 WCR2014-007611 4434.93 NNE
18 WCR2014-007561 4434.93 NNE
18 WCR0031497 4434.93 NNE
18 WCR0203241 4434.93 NNE
18 WCR0295142 4434.93 NNE
18 WCR2014-007538 4434.93 NNE
18 WCR2014-007550 4434.93 NNE
20 WCR1997-011846 4708.54 NW
20 WCR1958-001376 4708.54 NW
20 WCR1997-009483 4708.54 NW
20 WCR1931-000306 4708.54 NW
20 WCR1993-011957 4708.54 NW
20 WCR1903-000080 4708.54 NW
20 WCR0119638 4708.54 NW
20 WCR1995-010136 4708.54 NW
20 WCR1931-000516 4708.54 NW
21 WCR2018-005782 4760.89 NNE
22 WCR2018-005783 4761.35 NNE
1359
Wells and Additional Sources Detail Report
27 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Public Water Systems Violations and Enforcement Data
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 24 W 0.97 5,140.80 197.66 PWSV
Address Line 2:
State Code: CA
Zip Code: 92865
City Name: ORANGE
Address Line 1: 2301 N. GLASSELL STREET
PWS ID: CA3000940
PWS Type Code: TNCWS
PWS Type Description: Transient Non-Community Water System Primary Source Code: GW
Primary Source Desc: Groundwater
PWS Activity Code: A
PWS Activity Description: Active
PWS Deactivation Date:
Phone Number: 714-955-0653
--Details--
Population Served Count: 515
City Served:
County Served: Orange
State Served: CA
Zip Code Served:
USGS National Water Information System
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 13 SSW 0.79 4,168.13 230.95 FED USGS
Site No: USGS-334900117502301
Site Type: Well
Formation Type:
Date Drilled:
Well Depth:
Well Depth Unit:
Well Hole Depth: 250
Well Hole Depth Unit: ft
Reporting Agency: USGS California Water Science Center
Station Name: 004S009W17Q001S
Latitude: 33.81668280000000
Longitude: -117.8406120000000
Oil and Gas Wells
1360
Wells and Additional Sources Detail Report
28 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1 WSW 0.03 179.06 255.84 OGW
API No: 0405901071 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 06083
Well No: 1 Operator Name: Morton & Elder
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Lorenzen Section: 17
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.82711029
Confidential: Long83: -117.83636475
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 2 WNW 0.10 549.77 256.59 OGW
API No: 0405901031 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 03652
Well No: 1 Operator Name: H. H. Jenkins
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
1361
Wells and Additional Sources Detail Report
29 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Lease by H. H. Jenkins Section: 17
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.82925797
Confidential: Long83: -117.8371048
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 ESE 0.18 924.01 283.93 OGW
API No: 0405901056 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 05815
Well No: 8-1 Operator Name: McKee Oil Co.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Kokx Community Section: 16
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.82631683
Confidential: Long83: -117.83075714
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps 1362
Wells and Additional Sources Detail Report
30 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 SSW 0.66 3,481.23 231.78 OGW
API No: 0405901183 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: C5640
Well No: 1 Operator Name: Chevron U.S.A. Inc.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Taft Community 1 Section: 17
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.81838989
Confidential: Long83: -117.83960724
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 ENE 0.68 3,610.52 605.01 OGW
API No: 0405901157 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: C5640
Well No: 1 Operator Name: Chevron U.S.A. Inc.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
1363
Wells and Additional Sources Detail Report
31 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Bixby Section: 09
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.83309174
Confidential: Long83: -117.82300568
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 9 NNE 0.70 3,676.10 489.34 OGW
API No: 0405900889 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 00016
Well No: 1 Operator Name: A. A. Carrey-Oper.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Bixby-Nohl Section: 09
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.83735657
Confidential: Long83: -117.82785034
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
1364
Wells and Additional Sources Detail Report
32 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 10 W 0.70 3,715.11 212.57 OGW
API No: 0405901190 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: C5640
Well No: 1 Operator Name: Chevron U.S.A. Inc.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Zaiser-Brelje Community Section: 17
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.82705307
Confidential: Long83: -117.84817505
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 19 NNW 0.88 4,648.37 303.43 OGW
API No: 0405901095 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 06442
Well No: 1 Operator Name: Olive Petroleum Co.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: OG District: Southern
Well Type Desc: OG Geo District:
1365
Wells and Additional Sources Detail Report
33 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Well Symbol: PluggedOG Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Lease by Olive Petroleum Co. Section: 08
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.83935547
Confidential: Long83: -117.8431778
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 23 WNW 0.93 4,886.48 205.46 OGW
API No: 0405901269 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: U0200
Well No: 4-1 Operator Name: Union Oil Company of California Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Orange
Lease Name: Olive-Community Section: 08
Elevation: Township: 04S
Total Depth: Range: 09W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.83414459
Confidential: Long83: -117.85032654
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
1366
Wells and Additional Sources Detail Report
34 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Periodic Groundwater Level Measurement Locations
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 15 SSW 0.81 4,261.52 227.23 MONITOR WELLS
Station ID: 3592 Basin Region Desc: North Lahontan
Site Code: 338167N1178415W001 Basin Region Actv: Y
WCR No: Basin Region Order: 8
State Well No: 04S09W17Q001S WLM Method:
Well Depth: WLM Accuracy:
Well Use: Unknown Ground Surf Elevtn: 241.48000
Monitoring Program: VOLUNTARY GSE Method: Unknown
RPE: 241.08000 GSE Accuracy: Unknown
Basin ID: County Name: Orange
Basin Code: 8-001 Latitude: 33.81670
Basin Name: Coastal Plain Of Orange County Longitude: -117.84150 Basin Region Code: 8
Continuous Data Station
No:
Well Name: 04S09W17Q001S
Well Type: Unknown
Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0080596
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
1367
Wells and Additional Sources Detail Report
35 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p WCR No: WCR0296339
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011083
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013006
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
1368
Wells and Additional Sources Detail Report
36 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0042562
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0214998
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0071633
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
1369
Wells and Additional Sources Detail Report
37 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0207917
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0016232
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0281122
Location:
City:
County: Orange
Decimal Latitude: 33.82534
1370
Wells and Additional Sources Detail Report
38 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-012998
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-012999
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013000
1371
Wells and Additional Sources Detail Report
39 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0254513
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011082
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1372
Wells and Additional Sources Detail Report
40 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011088
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0226485
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0227314
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
1373
Wells and Additional Sources Detail Report
41 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013003
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0188917
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0128776
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
1374
Wells and Additional Sources Detail Report
42 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011084
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0219228
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0268939
Location:
1375
Wells and Additional Sources Detail Report
43 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011086
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0151673
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1376
Wells and Additional Sources Detail Report
44 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0255019
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011089
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0008795
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
1377
Wells and Additional Sources Detail Report
45 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0155500
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR1993-011377
Location: 3300 S Standard
City: Santa Ana
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 3300 S Standard
City(OSWCR): Santa Ana
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011085
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
1378
Wells and Additional Sources Detail Report
46 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR0246384
Location:
City:
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013001
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013002
Location: 14121 Newport Avenue
1379
Wells and Additional Sources Detail Report
47 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013005
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013007
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1380
Wells and Additional Sources Detail Report
48 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-011087
Location: 2493 N Tustin Street
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 2493 N Tustin Street
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR2013-013004
Location: 14121 Newport Avenue
City: Tustin
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 14121 Newport Avenue
City(OSWCR): Tustin
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 ESE 0.42 2,234.39 306.99 WATER WELLS
WCR No: WCR1995-009754
Location: 1935 E KATELLA
City: Orange
County: Orange
Decimal Latitude: 33.82534
Decimal Longitude: -117.82656
Location(OSWCR): 1935 E KATELLA
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82534
1381
Wells and Additional Sources Detail Report
49 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82656
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 5 WSW 0.48 2,545.33 226.11 WATER WELLS
WCR No: WCR0245357
Location:
City:
County: Orange
Decimal Latitude: 33.82551
Decimal Longitude: -117.844
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82551
Decim Long(OSWCR): -117.844
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 5 WSW 0.48 2,545.33 226.11 WATER WELLS
WCR No: WCR0213475
Location:
City:
County: Orange
Decimal Latitude: 33.82551
Decimal Longitude: -117.844
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82551
Decim Long(OSWCR): -117.844
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 5 WSW 0.48 2,545.33 226.11 WATER WELLS
WCR No: WCR0104175
Location:
City:
County: Orange
Decimal Latitude: 33.82551
Decimal Longitude: -117.844
1382
Wells and Additional Sources Detail Report
50 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.82551
Decim Long(OSWCR): -117.844
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 6 W 0.52 2,756.41 224.75 WATER WELLS
WCR No: WCR2023-008091
Location: 2428 N BELLBROOK ST
City: ORANGE
County: Orange
Decimal Latitude: 33.829296
Decimal Longitude: -117.844924
Location(OSWCR):
City(OSWCR):
County(OSWCR):
Decimal Lat(OSWCR):
Decim Long(OSWCR):
Data Source: California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 11 N 0.75 3,967.36 432.53 WATER WELLS
WCR No: WCR2018-005787
Location: N Maple Tree Drive & S Cedar Haven Way
City: Anaheim
County: Orange
Decimal Latitude: 33.839284
Decimal Longitude: -117.832393
Location(OSWCR): N Maple Tree Drive & S Cedar Haven Way City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.839284
Decim Long(OSWCR): -117.832393
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 12 N 0.76 4,007.60 422.26 WATER WELLS
WCR No: WCR2018-005781
Location: E Maple Tree Dr & S Cedar Haven Way
1383
Wells and Additional Sources Detail Report
51 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City: Anaheim
County: Orange
Decimal Latitude: 33.839395
Decimal Longitude: -117.832393
Location(OSWCR): E Maple Tree Dr & S Cedar Haven Way
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.839395
Decim Long(OSWCR): -117.832393
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 14 NNE 0.81 4,280.27 416.66 WATER WELLS
WCR No: WCR2018-005778
Location: E Maple Tree Dr & S Cedar Haven Way
City: Anaheim
County: Orange
Decimal Latitude: 33.840074
Decimal Longitude: -117.831581
Location(OSWCR): E Maple Tree Dr & S Cedar Haven Way
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.840074
Decim Long(OSWCR): -117.831581
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 14 NNE 0.81 4,280.27 416.66 WATER WELLS
WCR No: WCR2018-005779
Location: E Maple Tree Dr & S Black Oak Rd
City: Anaheim
County: Orange
Decimal Latitude: 33.840074
Decimal Longitude: -117.831581
Location(OSWCR): E Maple Tree Dr & S Black Oak Rd
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.840074
Decim Long(OSWCR): -117.831581
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1384
Wells and Additional Sources Detail Report
52 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 16 NNE 0.82 4,355.35 412.59 WATER WELLS
WCR No: WCR2018-005785
Location: E Maple Tree Dr & S Black Oak Rd
City: Anaheim
County: Orange
Decimal Latitude: 33.84025
Decimal Longitude: -117.831313
Location(OSWCR): E Maple Tree Dr & S Black Oak Rd
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.84025
Decim Long(OSWCR): -117.831313
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 17 NNE 0.84 4,434.81 426.65 WATER WELLS
WCR No: WCR2018-005784
Location: 4026 E Maple Tree DR
City: Anaheim
County: Orange
Decimal Latitude: 33.840273
Decimal Longitude: -117.830096
Location(OSWCR): 4026 E Maple Tree DR
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.840273
Decim Long(OSWCR): -117.830096
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0090604
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
1385
Wells and Additional Sources Detail Report
53 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007537
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0237657
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0071728
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
1386
Wells and Additional Sources Detail Report
54 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007560
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007541
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0141671
Location:
1387
Wells and Additional Sources Detail Report
55 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0298672
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007544
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1388
Wells and Additional Sources Detail Report
56 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0226621
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007551
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0061978
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
1389
Wells and Additional Sources Detail Report
57 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0219636
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0029797
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007562
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
1390
Wells and Additional Sources Detail Report
58 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007539
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007545
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0048902
Location:
1391
Wells and Additional Sources Detail Report
59 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007542
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0326864
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1392
Wells and Additional Sources Detail Report
60 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007546
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007553
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0041300
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
1393
Wells and Additional Sources Detail Report
61 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007552
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007543
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0237656
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
1394
Wells and Additional Sources Detail Report
62 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007547
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007540
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007593
Location: 2640 Santiago Blvd
1395
Wells and Additional Sources Detail Report
63 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007548
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0295141
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1396
Wells and Additional Sources Detail Report
64 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0141672
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0124495
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007549
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
1397
Wells and Additional Sources Detail Report
65 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0061977
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0141670
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0065077
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
1398
Wells and Additional Sources Detail Report
66 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007611
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007561
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0031497
Location:
1399
Wells and Additional Sources Detail Report
67 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0203241
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR0295142
Location:
City:
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1400
Wells and Additional Sources Detail Report
68 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007538
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 NNE 0.84 4,434.93 478.21 WATER WELLS
WCR No: WCR2014-007550
Location: 2640 Santiago Blvd
City: Orange
County: Orange
Decimal Latitude: 33.83911
Decimal Longitude: -117.82648
Location(OSWCR): 2640 Santiago Blvd
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83911
Decim Long(OSWCR): -117.82648
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1997-011846
Location: 2345 West Chapman
City: Orange
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): 2345 West Chapman
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
1401
Wells and Additional Sources Detail Report
69 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1958-001376
Location: SANTA ANA CANYON RD, BUTTERFIELD RD, JEF
City:
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): SANTA ANA CANYON RD, BUTTERFIELD RD, JEF City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1997-009483
Location: 2345 W Chapman Avenue
City: Orange
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): 2345 W Chapman Avenue
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1931-000306
Location: OCEAN VIEW AVE, MAIN ST
City: OLIVE
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
1402
Wells and Additional Sources Detail Report
70 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Location(OSWCR): OCEAN VIEW AVE, MAIN ST
City(OSWCR): OLIVE
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1993-011957
Location: 2060 BATAVIA
City: ORANGE
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): 2060 BATAVIA
City(OSWCR): ORANGE
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1903-000080
Location:
City:
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR0119638
Location:
1403
Wells and Additional Sources Detail Report
71 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p City:
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR):
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1995-010136
Location: 105 E KATELLA AVE
City: Orange
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): 105 E KATELLA AVE
City(OSWCR): Orange
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 NW 0.89 4,708.54 281.40 WATER WELLS
WCR No: WCR1931-000516
Location: OCEAN VIEW AVE, MAIN ST, OLIVE
City:
County: Orange
Decimal Latitude: 33.83921
Decimal Longitude: -117.84389
Location(OSWCR): OCEAN VIEW AVE, MAIN ST, OLIVE
City(OSWCR):
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.83921
Decim Long(OSWCR): -117.84389
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 1404
Wells and Additional Sources Detail Report
72 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p 21 NNE 0.90 4,760.89 375.09 WATER WELLS
WCR No: WCR2018-005782
Location: E Circle Haven Rd & E Nohl Canyon Rd
City: Anaheim
County: Orange
Decimal Latitude: 33.841130
Decimal Longitude: -117.829773
Location(OSWCR): E Circle Haven Rd & E Nohl Canyon Rd
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.841130
Decim Long(OSWCR): -117.829773
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 22 NNE 0.90 4,761.35 375.09 WATER WELLS
WCR No: WCR2018-005783
Location: E Circle Haven Rd & E Nohl Canyon Rd
City: Anaheim
County: Orange
Decimal Latitude: 33.841127
Decimal Longitude: -117.829752
Location(OSWCR): E Circle Haven Rd & E Nohl Canyon Rd
City(OSWCR): Anaheim
County(OSWCR): Orange
Decimal Lat(OSWCR): 33.841127
Decim Long(OSWCR): -117.829752
Data Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
1405
Radon Information
73 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p This section lists any relevant radon information found for the target property.
Federal EPA Radon Zone for ORANGE County: 3
Zone 1: Counties with predicted average indoor radon screening levels greater than 4 pCi/L Zone 2: Counties with predicted average indoor radon screening levels from 2 to 4 pCi/L Zone 3: Counties with predicted average indoor radon screening levels less than 2 pCi/L Federal Area Radon Information for ORANGE County
No Measures/Homes: 31
Geometric Mean: 0.5
Arithmetic Mean: 0.7
Median: 0.6
Standard Deviation: 0.7
Maximum: 2.2
% >4 pCi/L: 0
% >20 pCi/L: 0
Notes on Data Table: TABLE 1. Screening indoor
radon data from the EPA/State
Residential Radon Survey of
California conducted during
1989-90. Data represent 2-7
day charcoal canister
measurements from the lowest
level of each home tested.
1406
Appendix
74 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Federal Sources
FEMA National Flood Hazard Layer FEMA FLOOD
The National Flood Hazard Layer (NFHL) data incorporates Flood Insurance Rate Map (FIRM) databases published by the Federal Emergency Management Agency (FEMA), and any Letters Of Map Revision (LOMRs) that have been issued against those databases since their publication date. The FIRM Database is the digital, geospatial version of the flood hazard information shown on the published paper FIRMs. The FIRM Database depicts flood risk information and supporting data used to develop the risk data. The FIRM Database is derived from Flood Insurance Studies (FISs), previously published FIRMs, flood hazard analyses performed in support of the FISs and FIRMs, and new mapping data, where available.
Indoor Radon Data INDOOR RADON
Indoor radon measurements tracked by the Environmental Protection Agency(EPA) and the State Residential Radon Survey.
Public Water Systems Violations and Enforcement Data PWSV List of drinking water violations and enforcement actions from the Safe Drinking Water Information System (SDWIS) made available by the Drinking Water Protection Division of the US EPA's Office of Groundwater and Drinking Water. Enforcement sensitive actions are not included in the data released by the EPA.
Address information provided in SWDIS may correspond either with the physical location of the water system, or with a contact address.
Radon Zone Level RADON ZONE
Areas showing the level of Radon Zones (level 1, 2 or 3) by county. This data is maintained by the Environmental Protection Agency (EPA).
Safe Drinking Water Information System (SDWIS) SDWIS
The Safe Drinking Water Information System (SDWIS) contains information about public water systems as reported to US Environmental Protection Agency (EPA) by the states. Addresses may correspond with the location of the water system, or with a contact address.
Soil Survey Geographic database SSURGO
The Soil Survey Geographic database (SSURGO) contains information about soil as collected by the National Cooperative Soil Survey at the Natural Resources Conservation Service (NRCS). Soil maps outline areas called map units. The map units are linked to soil properties in a database. Each map unit may contain one to three major components and some minor components.
U.S. Fish & Wildlife Service Wetland Data US WETLAND
The U.S. Fish & Wildlife Service Wetland layer represents the approximate location and type of wetlands and deepwater habitats in the United States.
USGS Current Topo US TOPO
US Topo topographic maps are produced by the National Geospatial Program of the U.S. Geological Survey (USGS). The project was launched in late 2009, and the term "US Topo" refers specifically to quadrangle topographic maps published in 2009 and later.
USGS Geology US GEOLOGY
Seamless maps depicting geological information provided by the United States Geological Survey (USGS).
USGS National Water Information System FED USGS
The U.S. Geological Survey's (USGS) National Water Information System (NWIS) is the nation's principal repository of water resources data. The data includes comprehensive information of well-construction details, time-series data for gage height, streamflow, groundwater level, and precipitation and water use data. This NWIS database information is obtained through the Water Quality Data Portal (WQP). The WQP is a cooperative service sponsored by the USGS, the Environmental Protection Agency (EPA), and the National Water Quality Monitoring Council (NWQMC).
State Sources
1407
Appendix
75 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Oil and Gas Wells OGW
A list of Oil and Gas well locations. This is provided by California's Department of Conservation Division of Oil, Gas and Geothermal Resources.
Periodic Groundwater Level Measurement Locations MONITOR WELLS Locations of groundwater level monitoring wells in the Department of Water Resources (DWR)'s Periodic Groundwater Levels dataset. The DWR Periodic Groundwater Levels dataset contains seasonal and longterm groundwater level measurements collected by the Department of Water Resources and cooperating agencies.
Well Completion Reports WATER WELLS
List of wells from the Well Completion Reports data made available by the California Department of Water Resources' (DWR) Online System for Well Completion Reports (OSWCR). Please note that the majority of well completion reports have been spatially registered to the center of the 1x1 mile Public Land Survey System section that the well is located in.
1408
Liability Notice
76 erisinfo.com| Environmental Risk Information Services Order No: 24012400327p Reliance on information in Report: The Physical Setting Report (PSR) DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as a review of environmental databases and physical characteristics for the site or adjacent properties.
License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s) may not be modified or re-sold.
Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS Information Inc. disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report(s) are protected by copyright owned by ERIS Information Inc. Copyright in data used in the Service or Report(s) (the "Data") is owned by ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS. 1409
2/1/24, 12:58 AM 2375 N Tustin Ave, Orange, CA 92865 - Best Buy | LoopNet https://www.loopnet.com/Listing/2375-N-Tustin-Ave-Orange-CA/30702004/ 4/12
INVESTMENT HIGHLIGHTS
Blank Canvas Investment
Opportunity
Significant
Repositioning/Redevelopment
Potential Including Residential
EXECUTIVE SUMMARY
* Blank Canvas Investment
Opportunity – Few investment
properties come to market in
Orange County, let alone assets in
the highly-coveted City of Orange,
with reposition-redevelopment
potential for investor, developer
and owner-user purchasers
* Significant
Repositioning/Redevelopment
Potential Including Residential –
With its approximate 4.32-acre
site, potential for an additional
0.78-acre pad parcel purchase,
±45,675 SF building, and Tustin
Redevelopment Project Area (CTR) zoning, the property has the potential to be repositioned or
redeveloped into a variety of
commercial uses as well as
residential uses
John Read
Erin Smith
Best Buy | 2375 N Tustin Ave
45,675 SF | Retail Building | Orange, CA 92865 | For Sale Advertise
1410
2/1/24, 12:58 AM 2375 N Tustin Ave, Orange, CA 92865 - Best Buy | LoopNet https://www.loopnet.com/Listing/2375-N-Tustin-Ave-Orange-CA/30702004/ 5/12
PROPERTY FACTS
Sale Type Investment or Owner User
Property Type Retail
Property Subtype Freestanding
Building Size 45,675 SF
Building Class B
Year Built 2008
* Land Bank Potential – The
property can be repositioned in its
current configuration or completely
redeveloped - A favorable leasing
opportunity benefits investor,
developer or owner-user needs
while alternatives and strategies
are considered for a longer-term
hold or shorter-term "carry"
* Irreplaceable High-Exposure
Freeway Adjacent Location –
Situated directly across Tustin St
from The Village at Orange,
arguably one of the best retail
corridors in Orange County with
access from and exposure to the
SR-55 Freeway (±218,000 cars per
day) - the property includes a
massive freeway adjacent pylon
sign creating additional advertising
and revenue possibilities
* Affluent, Mature Orange County
Demographics – 16,700+ people
with AHI $156,300+ in a 1-mile
radius,133,300+ people with AHI
$149,700+ in a 3-mile radius, and
462,200+ people with AHI
$141,500+ in a 5-mile radius
2181 W Washington Blvd - Gold…
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John Read
Erin Smith
Best Buy | 2375 N Tustin Ave
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1411
2/1/24, 12:58 AM 2375 N Tustin Ave, Orange, CA 92865 - Best Buy | LoopNet https://www.loopnet.com/Listing/2375-N-Tustin-Ave-Orange-CA/30702004/ 6/12 Tenancy Single
Building Height 1 Story
Loading Docks 2 Exterior
Building FAR 0.24
Land Acres 4.32 AC
Zoning C-TR Tustin Redevelopment
Parking 299 Spaces (6.55 Spaces per 1,000 SF
Leased)
Frontage 67 FT on N Tustin
AMENITIES
Bus Line
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SPACE AVAILABILITY
402-408 N Pacific Coast Hwy - …
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John Read
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SIZE
45,675 SF
1st Floor
Best Buy | 2375 N Tustin Ave
45,675 SF | Retail Building | Orange, CA 92865 | For Sale Advertise
1412
2/1/24, 1:06 AM 2355 N Tustin St, Orange, CA 92865 - Property Record | LoopNet https://www.loopnet.com/property/2355-n-tustin-st-orange-ca-92865/06059-37264232/ 2/8 View all Orange
listings for sale on
LoopNet.com
VIEW ALL
PROPERTY DETAIL
Information for the property located at 2355 N Tustin St Orange, CA includes data gathered from Orange County tax records, public records data providers and LoopNet historical data records.
2375 N Tustin Ave
Orange, CA 92865
Price Upon Request
45,675 SF
RETAIL
220 E Katella Ave
Orange, CA 92867
$2,850,000
4,837 SF
RETAIL
1821 E Katella Ave
Orange, CA 92867
$1,900,000
3,312 SF
RETAIL
1059 N Parker St
Orange, CA 92867
$1,545,000
3,307 SF
INDUSTRIAL
395 N Tustin St
Orange, CA 92867
$1,699,000
1,205 SF
RETAIL
1640 E Lincoln Ave
Anaheim, CA 92805
$3,600,000
9,100 SF
RETAIL
1650 S State College Blvd
Anaheim, CA 92806
$3,399,900
1,896 SF
RETAIL
Address 2355 N Tustin St CBSA Anaheim-Santa Ana-Irvine, CA Subdivision Name Bush & Watson Tr APN/Parcel ID 372-642-32 1413
2/1/24, 1:06 AM 2355 N Tustin St, Orange, CA 92865 - Property Record | LoopNet https://www.loopnet.com/property/2355-n-tustin-st-orange-ca-92865/06059-37264232/ 3/8 DEMOGRAPHICS near 2355 N TUSTIN ST
1 MILE 3 MILE 5 MILE
2023 Total Population 16,070 127,976 446,638
2028 Population 15,930 126,682 442,874
Pop Growth 2023-2028 (0.87%) (1.01%) (0.84%)
Average Age 41 39 39
Legal Description P BK 39 PG 38 PAR 2 PM 39-38
PAR 2 POR OF PAR
Land Use Commercialnec
County Orange Zoning X
State California Flood Zone 06059C0154J
Lot # k Tax Year 2023
Lot Size 0.351 Assessed Year 2023
Submarket East Orange Census 0758132015
Market Orange County (California) TOTAL SQ FT 0
1414
COUNTY OF ORANGE
HEALTH CARE AGENCY
PUBLIC HEALTH SERVICES
ENVIRONMENTAL HEALTH
-.Excellmce
Q tegrity
tTVice
February 11, 2014
Patrick Shea
Beacon Bay Enterprises, Inc.
1600 Sunflower A venue, Suite 110
Costa Mesa, CA 92626
Subject:
Re:
Dear Mr. Shea:
Remedial Action Completion Certification
Underground Storage Tank (UST) Case
Beacon Bay Auto Wash #01
2355 N. Tustin Street
Orange, CA 92865
OCHCA Case #97UT051
MARK A. REFOWITZ
DIRECTOR
RICHARD SANCHEZ. MPH
ASSISTANT DIRECTOR
DAVID M. SOULELES, MPH
DEPUTY AGENCY DIRECTOR
DENISE FENNESSY, REHS
DIRECTOR
ENVIRONMENTAL HEALTH
MAILING ADDRESS:
1241 E. DYER RD., #120
SANTA ANA, CA 92705-5611
TELEPHONE: (714) 433-6000
F~(714)754-1732
E-MAIL: [email protected]
This letter confirms the completion of site investigation and corrective action for the underground storage tank(s) formerly located at the above-described location. Thank you for your cooperation throughout this investigation.
Your willingness and promptness in responding to our inquiries concerning the former underground storage tank(s) are greatly appreciated.
Based on information in the above-referenced file and with the provision that the information provided to this Agency was accurate and representative of site conditions, this Agency finds that the site investigation and corrective action carried out at your underground storage tank(s) site is in compliance with the requirements of subdivisions (a) and (b) of Section 25296.1 0 of the Health and Safety Code and with corrective action regulations adopted pursuant to Section 25299.3 of the Health and Safety Code and that no further action related to the petroleum release(s) at the site is required. This notice is issued pursuant to subdivision (h) of Section 25296.10 of the Health and Safety Code.
Claims for reimbursement of corrective action costs submitted to the Underground Storage Tank Cleanup Fund more than 365 days after the date of this letter or issuance or activation of the Fund's Letter of Commitment, whichever occurs later, will not be reimbursed unless one of the following exceptions applies:
• Claims are submitted pursuant to Section 25299.57, subdivision (k) (reopened UST case); or, • Submission within the timeframe was beyond the claimant's reasonable control, ongoing work is required for closure that will result in the submission of claims beyond that time period, or that under the circumstances ofthe case, it would be unreasonable or inequitable to impose the 365-day time period. 1415
Patrick Shea
February 11,2014
Page2 of2
Please contact Shyamala K. Sundaram of this Agency at (714) 433-6262 if you have any questions regarding this matter.
Denise Fennt;sy, HS
Director
Environmen hl H th
Attachment: Case Closure Summary
cc: Valerie Jahn-Bull, Santa Ana Regional Water Quality Control Board (electronic copy) UST Cleanup Fund Manager, State Water Resources Control Board (electronic copy) James Young, State Water Resources Control Board, Sacramento, CA (electronic copy) Michael Anselmo, L. Joseph Associates, LLC (electronic copy) Janette Pichay, Asst. Engineer, City of Orange Public Works Department (electronic copy) Bruce DeJong, Continental Development BB Orange LLC, 2041 Rosecrans Avenue, Suite 200, El Segundo, CA 90245
1416
Case Closure Summary
Leaking Underground Fuel Tank Program
I. Agency Information Date: May 28, 2013
Agency Name: Orange County Health Care Agency Address: 1241 East Dyer Road, Suite 120 City/State/Zip: Santa Ana, CA 92705 Phone: (714} 433-6262 Responsible staff person: Shyamala Kalyanasundaram Title: Hazardous Waste Specialist
11. Case Information
Site Facility Name: Beacon Bay Auto Wash #01
Site Facility Address : 2355 North Tustin Street, Orange, California RWQCB Case No.: 0830030601 Local Case No.: 97UT051 I RONo.: R00002296 URF Filing Date : 09/19/1997 GeoTracker GlobaiiD No.: T0605902085 Responsible Party: Address: Phone No.:
Patrick Shea 1600 Sunflower Avenue, Suite 110 (714} 427-1100 Beacon Bay Enterprises, Inc. Costa Mesa, CA 92626 Tank No. Size In Gal. Contents Closed in-Place/Removed? Date 1·3 12,000 Gasoline Removed 08/13/1997
4-7 12,000 Gasoline Removed 08/18/1997
8-9 12,000 Gasoline Removed 08/20/1997
10-11 12,000 Gasoline Removed 04/23/2007
111. Release and Site Characterization Information
Cause and type of release: Underground Storage Tank system release Site characterization complete? Yes Date approved by oversight agency: 10/22/2007 Monitoring wells installed? No Number: 0 I Proper screened interval? Not Applicable Minimum Depth to GW: >105 feet bgs Maxim~m Depth to GW: I Flow direction: Not Applicable (max. depth of investigation) - Most sensitive current use: Designated as municipal and domestic supply Are drinking water wells· affected? No Aquifer name: - Is surface water affected? No Nearest/affected SW name: - Off-site beneficial use impacts (addresses/locations): None Report(s) on file? Yes Where is report(s) filed? OCHCA office and GeoTracker Treatment and Disposal of Affected Material
Material Amount (include Units) Action (treatment or disposal/destination) Date Tanks 9USTs Adams Steel, Anaheim, CA 08/14/97- 08/20/97 Rinsate 1,500 gallons Disposed to DeMenno Kerdoon, Compton, CA 08/18/97 - 08/21/97 Tanks 2USTs Adams Steel, Anaheim, CA 04/23/2007
Rinsate 125 gallons Disposed to Crosby & Overton, Long Beach, CA 04/30/2007 Soil Vapor Approx. 3,877 lbs. Soil Vapor Extraction Multiple Events 01/25/05- 04/13/07 Soil Vapor Approx. 32,387 lbs. Soil Vapor Extraction 10/2009 - 05/2012 This document and the related CASE CLOSURE LffiER, shall be retained by the lead agency as part of the official site file. Revised: 1/13/2010
Case Closure Summary
Leaking Underground Fuel Storage Tank Program
Date: May 28, 2013 Case#: 97UT051
111. Release and Site Characterization Information (Continued) Maximum Documented Contaminant Concentrations-- Before and After Cleanup Contaminant Soil (mgjkg) Water (Jlg/L) Contaminant Soil (mgjkg) Water (Jlg/L) Before After Before After Before After Before After
TPHg 7,540 JB ltiApplcallle NctAppbble MTBE 190 <0.002 ltiApplcallle 1\kj AI''*" Benzene 16.2 <0.001 NctAppbble NctAppbble TBA NA <0.002 ~ 1\kjAj•''"'*' Toluene 197 <0.001 ltiApplcallle NctAppbble TAME NA <0.002 ~ 1\kjAj ......
Ethyl benzene 87.3 1.9 llkjAjt'al*' NatA!t'ale ETBE NA <0.002 NatApplcable lti.Ait'al*' Xylenes 366 8.8 NatAjtia!E NatA!t'ale DIPE NA <0.002 NatA!t'al*' NatA!t'al*' 1,3,5- TMB 3.3 <0.005 NctAppbble NctAppbble Naphthalene 1.6 <0.005 NltA!t'al*' ~ 1,2,4- TMB 12 <0.005 NatApplcable NatA!t'al*' nPropylbenzene 1.6 <0.005 ~ lti.Ait'al*' TPHg -Total Petroleum Hydrocarbons as gasoline; TMB - Trlmethylbenzene; NA - Not Analyzed Note: Soil vapor extraction (SVE) remediation was conducted at site. Therefore, soil contaminant concentrations recorded above in "before" cleanup column are maximum concentrations prior to remediation startup and in "after'' cleanup column are maximum concentrations from confirmation sampling results after remediation was completed at site. Groundwater was not encountered at the site.
Comments (Depth of Remediation, etc.):
Site Background:
In August 1997, nine 12,000-gallon single-walled steel gasoline underground storage tanks (USTs) were removed at the site. The City of Orange Fire Department (COFD) personnel was present during tank removal activities and witnessed collection of soil samples. The USTs were removed in three phases. The first set of 3 tanks (T-5 through T-7) were removed on August 13, 1997; followed by 4 additional tanks (T-1 through T-4) on August 18, 1997; and the last 2 tanks (T-8 and T-9) on August 20, 1997. Two soil samples were collected from either end of each of the 9 tanks (T-1(A,B) to T-9(A,B)); one soil sample from each of the 10 dispenser islands (D-1 to D-10), and 7 soil samples were collected from product piping locations (P-1 to P-7). A total of 35 soil samples were collected from 9 USTs and 10 dispensers/piping locations. Seven dispensers were removed and 3 were left in-place. Groundwater was not encountered within the excavated area. Soil samples were analyzed for TPHg by EPA Method 8015 and BTEX/MTBE by EPA Method 8020.
Elevated petroleum hydrocarbons were detected in soil samples T-2A, T-4A, T-6B, D-1, D-2, and D-3. Maximum TPHg at 7,540 mgjkg was detected in sample T-4B. Elevated benzene at 16.2 mg/kg, toluene at 197 mg/kg, ethylbenzene at
87.3 mg/kg, xylenes at 366 mgjkg, and MTBE at 190 mgjkg were detected in sample D-2.
The former tanks were replaced with two double-walled 12,000-gallon fiberglass gasoline USTs at the approximate location of removed tanks T-8 and T-9. The new USTs were connected to three existing fuel dispensers with new piping.
The UST excavation was backfilled with stockpile soil and clean import fill material. Based on the soil analytical results, Case #97UT051 was opened by OCHCA in November 1997. The new USTs were removed in April2007.
Site DescriQtion:
The site is located near the intersection of Tustin Avenue and south of Helm Avenue in Orange, California. The site was an active car wash station also dispensing gasoline fuel until April 2007. The property is currently a parking lot for a retail facility. Various retail and commercial buildings are located in the immediate vicinity of the site.
The site is located in the Forebay area of the Orange County Groundwater Basin. Soil types encountered during site investigations consisted of coarse grained sand, gravel, and occasional cobbles interbedded with fine clays, silty sand, and sand from grade level to a depth of approximately 105 feet below grade surface (bgs), the maximum depth explored This document and the related CASE CLOSURE LmER, shall be retained by the lead agency as part of the official site file. Revised: 1/13/2010 D~ca ") noFC
1418
Case Closure Summary
Leaking Underground Fuel Storage Tank Program
Date: May 28, 2013 Case#: 97UT051
at the site. Groundwater was not encountered during past site investigations conducted. Depth to regional groundwater is estimated to be approximately 185 feet bgs.
Site Assessment:
Site assessment activities included drilling ten soil borings and installing five vapor extraction wells. In addition, soil samples were collected from UST removal activities conducted in April2007 and from verification soil borings advanced in January 2013. The following is a chronology of assessment activities conducted at the site:
In June 1999, three soil borings (B-1 through B-3) were advanced at the site to delineate the extent of petroleum hydrocarbon impacted soil in the vicinity of former USTs and dispensers. Borings B-1 and B-2 were drilled near former UST area and boring B-3 was drilled near dispenser island area. Boring B-1 was terminated at 10 feet due to auger refusal. Borings B-2 and B-3 were advanced to depths of 15 feet bgs where refusal was encountered due to bedrock formations. Soil samples were analyzed for TPHg by EPA Method 8015 and BTEX/MTBE by EPA Method 8020. Low hydrocarbon contamination was detected in sample B-2@10'.
In July 2000, five hand auger soil borings (HB-1 through HB-5) were advanced at the site following refusal encounter with previous site investigation. Boring HB-1 was terminated at 7 feet due to refusal while remaining four borings were terminated at 5 feet due to bedrock formations. Soil samples were analyzed for TPHg by EPA Method 8015M, BTEX by EPA Method 8020, and fuel oxygenates by EPA Method 8260B. It was concluded hollow-stem drilling cannot accomplish further assessment. TPHg, benzene, MTBE, and TBA were not detected at shallow depth of 5 feet bgs.
In July 2002, two soil borings (PH-1 and PH-2) were advanced to depths of 50 feet and 100 feet bgs, respectively using a percussion hammer drill rig at the site. Boring PH-2 was terminated at 50 feet due to refusal. Soil samples were collected at 5-foot intervals from drill cuttings removed by air. Soil samples were analyzed for TPHg by EPA Method 8015M and BTEX/fuel oxygenates by EPA Method 8260B. Groundwater was not encountered during this investigation.
Results showed TPHg, ethylbenzene, and xylenes were detected in soil samples from boring PH-1 between 30 and 90 feet bgs. No benzene was detected in any of the soil samples from PH-1. Maximum TPHg was detected at 350 mg/kg, toluene at 2.2 mgjkg, ethylbenzene at 5 mg/kg, and xylenes at 28.4 mgjkg in sample PH-1@55'. Maximum MTBE was detected at 0.05 mg/kg in sample PH-1@70'. Other volatile organic compounds (VOCs) were detected at various depths in PH-1 with lsoproylbenzene at 1.5 mg/kg, n-Propylbenzene at 1.6 mg/kg, 1,2,4-trimethylbenzene at 12 mg/kg, 1,3,5- trimethylbenzene at 3.3 mg/kg, and naphthalene at 1.6 mg/kg in sample PH-1@55'. Boring PH-2 detected low hydrocarbon contamination to 10 feet bgs with maximum MTBE at 0.021 mg/kg in PH-2@10'.
In October 2003, three additional soil borings (PH-3 through PH-S) were advanced to maximum depths of 100 feet bgs using a percussion hammer drill rig at the site. Soil samples were collected at 5-foot intervals from the drill cuttings removed by air. Soil samples were analyzed for TPHg by EPA Method 8015M and BTEX/fuel oxygenates by EPA Method 8260B. Groundwater was not encountered during this investigation. Results showed hydrocarbon contamination detected in borings PH-4 and PH-S between 55 and 100 feet bgs with maximum TPHg at 4.5 mg/kg, benzene at 1.1 mg/kg, and MTBE at 1.3 mg/kg in sample PH-4@85'. Soil contamination was not detected in boring PH-3. Other VOCs were also detected at low concentrations in borings PH-4 and PH-5. The three borings were converted to vapor extraction wells constructed of 2-inch diameter casing with well screen (0.020-inch in size) extending from 5 to 100 feet bgs. Subsequently, these vapor wells were abandoned at the direction of OCHCA and UST Cleanup Fund because the well screens were too long and were inconsistent with OCHCA requirements. Replacement wells with multiple screens were required by OCHCA.
In November 2004, two dual-nested 2-inch diameter SVE wells were installed to depths ranging from approximately 20 to 90 feet bgs. Well SV1 was installed east of dispenser area and well SV2 was installed adjacent to former USTs. Well SV1-s was screened from 5 to 20 feet bgs, well SV1-d screened from 75 to 90 feet bgs, well SV2-s screened from 20 to This document and the related CASE CLOSURE LmER, shall be retained by the lead agency as part of the official site file. Revised: 1/13/2010 Pa~e 3 of 5
1419
Case Closure Summary
Leaking Underground Fuel Storage Tank Program
Date: May 281 2013 Case#: 97UT051
55 feet bgs, and well SV2-d was screened from 65 to 90 feet bgs. No soil samples were collected from these borings.
In January 2005, a SVE pilot was conducted using each section of vapor wells SV1 and SV2 Independently. Results of the field tests showed higher vapor concentrations produced from deep vs. shallow wells. Well SV2-d generated maximum influent concentration of 12,000 ppmv TPHg. SVE was concluded to be a feasible alternative to remediate hydrocarbon-affected soil at the site. An estimated total of 108 lbs. of hydrocarbons was recovered during the pilot test. SVE using a mobile unit was considered as an interim remedial action.
In April 2007, the COFD personnel witnessed the removal of two double-walled 12,000-gallon fiberglass gasoline USTs (2"d generation), 3 dispenser islands, and product piping at the site. A total of 20 soil samples {3 from tank bottom, 6 from dispenser islands, 10 from product piping locations, and 1 from stockpile) were collected under the supervision of COFD personnel. Soil samples were collected at 13 feet bgs from tank bottom and at 2 feet bgs from dispenser/piping locations. All soil samples were analyzed for TPHg by EPA Method 8015M and VOCs/oxygenates by EPA Method 8260B full scan. Soil results indicated no hydrocarbon contamination. The excavation was backfilled with pea gravel/birds-eye gravel and compacted. The entire station was demolished and the site was redeveloped to a parking lot for a retail store. In September 2007, a Corrective Action Plan was submitted to OCHCA outlining SVE system design, installation and start-up operation.
Site Remediation:
In June 2005, SVE was conducted using a mobile unit as a series of interim remedial actions to mitigate the hydrocarbon mass in soil. A total of four SVE events were conducted using wells SV1 and SV2 from August 2005 through April 2007.
The duration of each interim event was approximately 150 hours. An estimated total of 3,7691bs. of hydrocarbons was removed during this period of interim remedial action events. Further mobile SVE events were determined to be not cost-effective and a fixed SVE system was recommended by UST Cleanup Fund.
In October 2009, a fixed SVE system with a thermal oxidizer and influent vapors filtered through two carbon canisters in series began operation at the site. From October 2009 through May 2012, the system extracted soil vapors from wells SV1 (shallow/deep) and SV2 (shallow/deep). The SVE system operated for a total of approximately 870 days with an estimated total of 32,387 lbs. of hydrocarbons removed based on field data. The system was shut-down in May 2012 based on rebound test results conducted from March 2012 through May 2012.
Confirmation Borings:
From December 2012 -January 2013, three verification soil borings (CB1 through CB3) were drilled to total depths ranging from 100 to 105 feet bgs using hollow stem auger drilling method. Soil samples were collected at 5-foot intervals from 5 feet to total depth of the boring. Soil samples were analyzed for TPHg by EPA Method 8015M and VOCs including fuel oxygenates by EPA Method 8260B full scan. Results showed only CB2 had detectable levels of hydrocarbon contamination from 45 to 80 feet with TPHg ranging from 0.19 mg/kg to 43 mg/kg. Soil samples from 85 to 105 feet had no detectable VOCs in CB2. Maximum soil concentrations were TPHg at 43 mg/kg in CB2-60', ethylbenzene at 1.9 mg/kg in CB2-75', and xylenes at 8.8 mg/kg in CB2-60'. Benzene and fuel oxygenates were not detected in CB2. No TPHg, VOCs, and oxygenates were detected above laboratory detection limits for CB1 and CB3.
Sensitive Receptors:
There are no active production wells and no surface water bodies within a Yz-mile radius of the site.
Recommendations for Closure:
This case is recommended for closure for the following reasons:
• The majority of the source of contamination was effectively remediated by SVE. • Residual hydrocarbon concentrations in soil are limited in extent and decreased with depth.
This document and the related CASE CLOSURE LffiER, shall be retained by the lead agency as part of the official site file. Revised: 1/13/2010 D~lfi'A .l1 nf I;,
1420
Case Closure Summary
Leaking Underground Fuel Storage Tank Program
Date: May 28, 2013 Case#: 97UT051
• Groundwater is deep and is unlikely to be at risk from the residual hydrocarbon soil contamination detected beneath the site. No active groundwater production wells are located within a ~-mile radius of the site. • Residual concentrations of petroleum hydrocarbons in soil beneath the site do not pose a threat to the environment or public health and safety.
Additional Notes:
The UST Cleanup Fund 5-Year review report dated March 2, 2012 recommended case closure if SVE rebound test and confirmation soli sampling results support closure. At that time, OCHCA responded to the State Water Resources Control Board (SWRCB) that upon receipt of confirmation soil sampling results, this case would be closed. In addition, , this site also meets the SWRCB UST Low-Threat Closure Policy (LTCP). This release has not affected groundwater at the site. A soil vapor survey was not required as petroleum hydrocarbons were not detected in soil at shallow depths up to 10 feet bgs according to the LTCP checklist.
Note: This case closure is a brief overview of the case history, not a detailed summary of corrective action completed at the site.
All environmental documents pertaining to this cleanup, including OCHCA Local Oversight Program case file and technical reports uploaded to SWRCB GeoTracker database, should be reviewed In their entirety to obtain further details regarding site cleanup.
IV. Closure
Does completed corrective action protect existing beneficial uses per the Regional Board Basin Plan? Yes Does completed corrective action protect potential beneficial uses per the Regional Board Basin Plan? Yes Does corrective action protect public health for current land use? Yes (The site is a parkin& lot for a retail store.) Site management requirements: If future site excavation encounter hydrocarbon contaminated soil at site, the soli should be handled in accordance with health and safety reculations Should corrective action be reviewed if land use changes? Yes Monitoring wells decommissioned: None I Number decommissioned: 0 I Number Retained: 0 List enforcement actions taken: Not Applicable
List enforcement actions rescinded: Not Applicable
v. Local Agency Representative Data
Name: Osman Taban, PG #5986 l Title: Geoloclst
Signature: fh,_ ~ I Date:7 / ?>/ 2o 13
Name: Geniece Higlns ..-- j Title: Supervlslna Hazardous Waste Specialist - ~ Signature: ..• .. J Date: r L "J, )_ L i . ~:--....
Name: Anthony Marti~- _, I Title: Program Manager
Signat~:~re: !/t/7/-, ·-:; -;;~~:~··- J Date: 7· ,j 13
/
VI. RWQCB Notification
RB Response:
Signature:
This document and the related CASE CLOSURE LffiER, shall be retained by the lead agency as part of the official s1te file. Revised: 1/13/2010 PageS of S
1421
BUILDFAX PERMIT TIMELINE REPORT
DETAILED PROPERTY IMPROVEMENTS HISTORY
REPORT SUMMARY
2375 N TUSTIN ST ORANGE CA92865
This BuildFax Permit Timeline Report contains the followinginformation:
BuildFaxsearched its national database of building permits, and identified the following permit-issuing authorityfor 2375 NTUSTINSTORANGECA 92865:
CityofOrange,CommunityDevelopment
300 EastChapman Avenue
Orange,CA92866
(714) 744-7200
Noother permitrecords foundbetweenDec 01, 1988 andDec 28, 2023 .
BuildFaxmatched 2375 NTUSTINSTORANGECA92865 to the following addresses from the source shown above: 2375 NTUSTINSTREET, ORANGE,CA92667, 92.Note that this report covers 4 propertyrecords. Please see the last page of this report for additional information and disclaimers.
Dec 01
1988
Dec 28
2023
Jan24
2024
Coverage Start DateCoverage End DateDate of
This Report
Total Permits Found: 41 Permits $7,100 JobCost
1 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1422
PERMIT RECORDS
Beloware the details on all permits found on this property. 2023
Permit #:2301-169
Description: 1,740 SFTENANTIMPROVEMENT
Work class: TENANTIMPROVEMENT
Permit status: UNDERREVIEW
Permit Type: COMMERCIAL
JobCost: $ 7,100.00
Applieddate: Jan 17, 2023
Status date: Jan 17, 2023
2022
Permit #:2110-243
Permit status: ISSUED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Oct 21, 2021
Issueddate: Jan 19, 2022
Status date: Jan 19, 2022
Contractors
ENERGYSTARLIGHTING&ELECTRICINC,CITRUSHEIGHTS,CA
2015
Permit #:1509-356
Description: ADMIN. PERMITTOREINSTATEEXPIRED
PERMITNO. 1408-258
Work class: ADMINISTRATIVE
Permit
status:
FINALIZED
Permit
Type:
COMMERCIAL
JobCost: $ 0.00
Applieddate: Sep 28, 2015
Issueddate: Sep 28, 2015
Completeddate: Nov10, 2015
Status date: Sep 28, 2015
Contractors
CMATCHITECTURE, MINNEAPOLIS, MN
TODDALLENCONSTRUCTION,FOUNTAINVALLEY,CA
Permit #:1410-066
Description: PARKINGLOTACCESSIBILITYCOMPLIANCE
Work class: ALTERATION/REPAIR
Permit
status:
ISSUED
Permit Type: COMMERCIAL
JobCost: $ 0.00
Applieddate: Oct 07, 2014
Issueddate: Feb 18, 2015
Status date: Feb 18, 2015
Contractors
TBD, ,
CANDACEGINN, ,
LESLIEFRAZIER, VALENCIA,CA
THERALPHHERNANDEZCOMPANYIN,SANTAANA,CA
2014
Permit #:1408-258
Description: RESTROOMT. I.
Work class: TENANTIMPROVEMENT
Permit status: ISSUED
Permit Type: COMMERCIAL
JobCost: $ 0.00
Applieddate: Aug 27, 2014
Issueddate: Nov26, 2014
Status date: Nov26, 2014
Contractors
TBD, ,
BESTBUY, ORANGE,COSTAMESA,CA
CMATCHITECTURE, MINNEAPOLIS, MN
IMIDIACCARPENTRYCONT,RESEDA,CA
2 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1423
2013
Permit #:1304-176
Description: NEWSERVICEFOR(E) BILLBOARDSIGN
Permit status: ISSUED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Apr 18, 2013
Issueddate: Apr 18, 2013
Status date: Apr 18, 2013
Contractors
REGENCYOUTDOOR, ,
ACES'SELECTRICAL SERVICE,MONROVIA,CA
2010
Permit #:1009-014
Description: 8 SOLARPANELSONABILLBOARD
Work class: T.I.
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Sep 02, 2010
Issueddate: Sep 02, 2010
Completeddate: Sep 08, 2010
Status date: Sep 02, 2010
Contractors
REGENCYOUTDOORADVERTISING, WESTHOLLYWOOD,CA
JOTSCONSTRUCTIONSERVICESIN,LAGUNANIGUEL,CA
2009
Permit #:0908-016
Description: TEMPPOWER.
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Aug 05, 2009
Issueddate: Aug 05, 2009
Completeddate: Aug 25, 2009
Status date: Aug 05, 2009
Contractors
THORNCONCRETE, HESPERIA,CA
LAJOSEPHASSOCIATES,OCEANSIDE,CA
2008
Permit #:1305-154
Description: 2011 SP-3631
Permit status: FINALED
Permit Type: GRADING
JobCost: $ 0.00
Completeddate: Sep 01, 2008
Status date: Sep 01, 2008
Contractors
DRC, ,
2375 Tustin Avenue, Assoc, LLP,,
Magnum Enterprises, Inc., ,
Southern CaliforniaGeotechnic, ,
Permit #:0805-190
Work class: T.I.
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: May29, 2008
Issueddate: Jul 24, 2008
Completeddate: Jul 28, 2008
Status date: Jul 24, 2008
Contractors
BESTBUY, ORANGE,COSTAMESA,CA
RAPIDFIXINC, CARLSBAD,CA
ADVANCEDSTRUCTURAL TECHNOLOG,BLOOMINGTON, MN
Permit #:0804-252
Work class: SIGNS
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Apr 30, 2008
Issueddate: Apr 30, 2008
Completeddate: Jun 05, 2008
Status date: Apr 30, 2008
Contractors
SWAINSIGNINC, ONTARIO,CA
BURNHAMWARDPROPERTIES,NEWPORTBEACH,CA
Permit #:0802-135
3 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1424
Work class: FIRE
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Feb 19, 2008
Issueddate: Apr 23, 2008
Completeddate: Sep 08, 2008
Status date: Apr 23, 2008
Contractors
BESTBUY, ORANGE,COSTAMESA,CA
AFCOFIREPROTECTIONINC,WOODLANDHILLS,CA
Permit #:0802-141
Work class: FIRE
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Feb 20, 2008
Issueddate: Apr 23, 2008
Completeddate: Jul 28, 2008
Status date: Apr 23, 2008
Contractors
DRC, ,
PAULUSENGINEERINGINC,ANAHEIM,CA
BESTBUY- TENANT, ORANGE,
Permit #:0804-025
Work class: FIRE
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Apr 02, 2008
Issueddate: Apr 11, 2008
Completeddate: Sep 08, 2008
Status date: Apr 11, 2008
Contractors
PYRO-COMMSYSTEMSINC, HUNTINGTONBEACH,CA
2375 TUSTINAVEASSOCIATES,NEWPORTBEACH,CA
Permit #:0802-210
Work class: SIGNS
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Feb 29, 2008
Issueddate: Feb 29, 2008
Completeddate: Jun 06, 2008
Status date: Feb 29, 2008
Contractors
SUPERIORELECTRICADVERTISING,LONGBEACH,CA
BESTBUY, ORANGE,COSTAMESA,CA
Permit #:0712-402
Description: INSTALL PERIMETER WALLS
Work class: BLOCK WAL
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Dec 19, 2007
Issueddate: Feb 07, 2008
Completeddate: Feb 18, 2009
Status date: Feb 07, 2008
Contractors
MAGNUMENTERPRISESINC,BREA, ANAHEIM,CA
DONLINDGREN, ANAHEIM,CA
2375 TUSTINAVELLP, NEWPORTBEACH,CA
Permit #:0802-053
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Feb 07, 2008
Issueddate: Feb 07, 2008
Completeddate: Jul 15, 2008
Status date: Feb 07, 2008
Contractors
BESTBUY, ORANGE,COSTAMESA,CA
D&DELECTRICINC,TEMECULA,CA
Permit #:0802-032
Permit status: FINALED
Permit Type: PLUMBING
JobCost: $ 0.00
Applieddate: Feb 05, 2008
Issueddate: Feb 05, 2008
Completeddate: Jun 16, 2008
Status date: Feb 05, 2008
Contractors
GLOVERPLUMBING&MECHANICAL I,ORANGE,CA
BESTBUY/BURNHAMWARDPROPT, NEWPORTBEACH,CA
4 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1425
Permit #:0711-194
Description: NEW45,676 SQFTRETAIL STORE(BEST
BUY)
Work class: NEWCOMML
Permit
status:
FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Nov15, 2007
Issueddate: Jan 31, 2008
Completeddate: Sep 09, 2008
Status date: Jan 31, 2008
Contractors
MAGNUMENTERPRISESINC, BREA, ANAHEIM,CA
BURNHAM-WARDPROPERTIES,NEWPORTBEACH,CA
ARCHITECTSORANGE/SONALY,ORANGE,CA
Permit #:0805-038
Permit status: FINALED
Permit Type: MECHANICAL
JobCost: $ 0.00
Applieddate: May06, 2008
Issueddate: Jan 31, 2008
Completeddate: Jun 16, 2008
Status date: Jan 31, 2008
Contractors
BURNHAM-WARDPROPERTIES,NEWPORTBEACH,CA
1STTEAMAIRCONDITIONING, ANAHEIM,CA
Permit #:0801-118
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Jan 14, 2008
Issueddate: Jan 14, 2008
Completeddate: Jan 18, 2008
Status date: Jan 14, 2008
Contractors
TEMPPOWERSYSTEMS, PLACENTIA,CA
MAGNUMENTERPRISESINC,BREA, ANAHEIM,CA
2007
Permit #:0712-179
Work class: DEMOCOMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Dec 11, 2007
Issueddate: Dec 11, 2007
Completeddate: Feb 27, 2008
Status date: Dec 11, 2007
Contractors
BESTBUY, ORANGE,COSTAMESA,CA
MAGNUMENTERPRISESINC,BREA, ANAHEIM,CA
Permit #:0711-295
Description: 30,000 SQFTBOWLINGALLEYDEMO
Work class: DEMOCOMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Nov28, 2007
Issueddate: Nov28, 2007
Completeddate: Dec 21, 2007
Status date: Nov28, 2007
Contractors
MAGNUMENTERPRISESINC, BREA, ANAHEIM,CA
2375 TUSTINAVEASSOCIATES,NEWPORTBEACH,CA
5 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1426
2003
Permit #:0303-155 [Expired/Canceled/Void]
Work class: FIRE
Permit status: CANCELLED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Mar 12, 2003
Issueddate: Apr 08, 2003
Status date: Apr 08, 2003
Contractors
ECHOFIREPROTECTIONCO,GLENDORA,CA
BRUNSWICKCORP, SEAL BEACH,ORANGE,CA
Permit #:0302-086
Permit status: FINALED
Permit Type: MECHANICAL
JobCost: $ 0.00
Applieddate: Feb 06, 2003
Issueddate: Feb 06, 2003
Completeddate: Jul 06, 2004
Status date: Feb 06, 2003
Contractors
LEISERVINC, LAKEFOREST, IL
CENTURY22 HEATING&AIRCONDI,ALTALOMA,CA
1996
Permit #:9607-524
Work class: NONRES/ADD
Permit status: SUBMITTED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Jul 31, 1996
Issueddate: Jul 31, 1996
Status date: Jul 31, 1996
Contractors
RAYJONESCONST., SUNLAND,CA
RAYJONESCONSTCOINC,SUNLAND,CA
Permit #:9607-420
Work class: COMM
Permit status: FINALED
Permit Type: PLUMBING
JobCost: $ 0.00
Applieddate: Jul 24, 1996
Issueddate: Jul 24, 1996
Completeddate: Nov25, 1996
Status date: Jul 24, 1996
Contractors
FOOTHILL MECHANICAL INC,AZUSA,CA
1995
Permit #:9505-262
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: May16, 1995
Issueddate: Jun 28, 1995
Completeddate: Nov25, 1996
Status date: Jun 28, 1995
Contractors
CLIFFORDLEVERENZ,ARGO, IL
3MMEDIA, VANNUYS,CA
Permit #:9504-423
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Apr 24, 1995
Issueddate: May09, 1995
Completeddate: May10, 1995
Status date: May09, 1995
Contractors
ADTSECURITYSYSTEMS,ANAHEIM,ORANGE,CA
Permit #:9504-465
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Apr 26, 1995
Issueddate: May09, 1995
Completeddate: May15, 1995
Status date: May09, 1995
Contractors
MASTERPROTECTION,LOSANGELES, WHITTIER, BREA,ORANGE,CA
Permit #:9503-155
6 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1427
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Mar 15, 1995
Issueddate: Mar 15, 1995
Completeddate: May01, 1995
Status date: Mar 15, 1995
Contractors
PREMIERFIREPROTECTION,VANNUYS,CHATSWORTH,CA
Permit #:9503-063
Work class: COMM
Permit status: FINALED
Permit Type: MECHANICAL
JobCost: $ 0.00
Applieddate: Mar 06, 1995
Issueddate: Mar 06, 1995
Completeddate: May03, 1995
Status date: Mar 06, 1995
Contractors
RAYJONESCONSTRUCTIONCO,SUNLAND,CA
Permit #:9503-065
Work class: COMM
Permit status: FINALED
Permit Type: PLUMBING
JobCost: $ 0.00
Applieddate: Mar 06, 1995
Issueddate: Mar 06, 1995
Completeddate: May04, 1995
Status date: Mar 06, 1995
Contractors
RAYJONESCONSTRUCTIONCO,SUNLAND,CA
Permit #:9503-036
Work class: COMM
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Mar 06, 1995
Issueddate: Mar 06, 1995
Completeddate: May08, 1995
Status date: Mar 06, 1995
Contractors
RAYJONESCONSTRUCTIONCO,SUNLAND,CA
Permit #:9503-061
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Mar 06, 1995
Issueddate: Mar 06, 1995
Completeddate: May11, 1995
Status date: Mar 06, 1995
Contractors
RAYJONESCONSTRUCTIONCO,SUNLAND,CA
FITZGERALDASSOCIATES, OKLAHOMACITY,OK
Permit #:9502-371
Work class: COMM
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Feb 28, 1995
Issueddate: Feb 28, 1995
Completeddate: May08, 1995
Status date: Feb 28, 1995
Contractors
DON MADDENELECTRIC,RIVERSIDE,CA
Permit #:9502-218
Work class: COMM
Permit status: FINALED
Permit Type: PLUMBING
JobCost: $ 0.00
Applieddate: Feb 15, 1995
Issueddate: Feb 15, 1995
Completeddate: May04, 1995
Status date: Feb 15, 1995
Contractors
FOOTHILL PLUMBINGCO,AZUSA,CA
Permit #:9502-120
Work class: COMM
Permit status: FINALED
Permit Type: MECHANICAL
JobCost: $ 0.00
Applieddate: Feb 08, 1995
Issueddate: Feb 08, 1995
Completeddate: May03, 1995
Status date: Feb 08, 1995
Contractors
TERRYAIR MECHANICAL,ALTALOMA,CA
7 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1428
Permit #:9502-054
Work class: COMML
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Feb 06, 1995
Issueddate: Feb 06, 1995
Completeddate: May10, 1995
Status date: Feb 06, 1995
Contractors
RAYJONESCONSTRUCTION,SUNLAND,CA
1994
Permit #:9412-080
Work class: COMM
Permit status: FINALED
Permit Type: ELECTRICAL
JobCost: $ 0.00
Applieddate: Dec 07, 1994
Issueddate: Dec 07, 1994
Completeddate: Dec 08, 1994
Status date: Dec 07, 1994
Contractors
DON MADDENELECTRIC,RIVERSIDE,CA
Permit #:9412-044
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Dec 05, 1994
Issueddate: Dec 05, 1994
Completeddate: May11, 1995
Status date: Dec 05, 1994
Contractors
BRUNSWICKCORP,SEAL BEACH,ORANGE,CA
Permit #:9406-534
Work class: COMM
Permit status: FINALED
Permit Type: BUILDING
JobCost: $ 0.00
Applieddate: Jun 30, 1994
Issueddate: Jun 30, 1994
Completeddate: Jul 26, 1994
Status date: Jun 30, 1994
Contractors
RAYJONESCONSTRUCTION, SUNLAND,CA
HENRYDONG&ASSOCIATES,WOODLANDHILLS,CA
8 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1429
ReportGenerated on 24th January2024 01:19PMEST
This reportwill be available for approximately180 days from the date shown above.
Permalink: https://delivery.buildfax.com/reports/files/BuildFaxReport_20240124131932194516-CSEKVC-654782011.html
DISCLAIMER
1. Note: This report covers 4 propertyrecords. Permitting authorities sometimes provide BuildFaxwith multiple records for an individual property. Typically, this is the result of inconsistent forms of the address, e.g. MAINSTvs MAINSTREET. The following addresses are represented in this report: 2375 NTUSTINSTREET,ORANGE,CA 92667, 92; 2375 NTUSTINST,ORANGE,CA92865; 2375 North Tustin St., , ; 2375 N TUSTINST,ORANGE,CA92865
2. BuildFax has 1 expired/canceled/voidpermit onthis propertywhichwill not be reflectedinpermit counts or jobcost totals.
3. BYEVALUATINGTHEDATACONTAINEDONTHESITE, THEEVALUATINGPARTY
AGREESTOBEBOUNDBYTHETERMSOFUSEANDACKNOWLEDGESTHATSUCH
AGREEMENTCONSTITUTESABINDINGCONTRACTBETWEENTHEEVALUATING PARTYANDBUILDERADIUS,DBABuildFax.com.
Report Serial Number: 20240124131932194516-CSEKVC-654782011 9 erisinfo.com| Environmental Risk Information Services Order No: 24012400327 1430
2375 N Tustin St
Orange, CA 92865
Generated on: 01/23/2024
Please remember, you are restricted from using this information for:
Employment Screening:
You may not use this information when evaluating a person for employment, reassignment, promotion, or retention Hiring of Household Workers:
Including, but not limited to, nannies and domestic workers Tenant Screening
Including, but not limited to, leasing a residential or commercial space Educational Qualification:
Including, but not limited to, a person's qualifications for an educational program or scholarship Credit or Insurance:
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Reviewing a personal customer account to determine whether the person continues to meet the terms of the account Using this information in these ways violates both our Terms & Conditions and the law, and can lead to possible criminal penalties. We take this very seriously, and reserve the right to terminate user accounts and/or report violators to law enforcement as appropriate.
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Copyright © 2024 BeenVerified, Inc. LLC. All Rights Reserved. 1431
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5 Table of Contents
Table of Contents
Property Overview
Possible Owners
Possible County Assessor Records
Assessed Tax Value
Property Taxes
Possible Location of Property
Possible Lot and Building Details
Possible Deeds
1432
Orange CA 92865
Property Overview
Possible Owners
Possible Owners 1 Found
2375 N Tustin St
Estimated Market Value
Property taxes $240,433.33
County Orange
Building square footage
Lot size 204,388 sqft
Number of Bedrooms 0
Number of Bathrooms 0
Possible County Assessor Records
Owner Occupied
Ownership Vesting Type Heirs
Mailing Address for Taxes 1100 Newport Center Dr Ste 200 Newport Beach, CA 92660 Assessed Tax Value
Land Value $17,340,000
Improvements $5,508,000
Total Value $22,848,000
Property Taxes
Tax Amount $240,433.33
Possible Location of Property
State CA
County Orange
Municipality ORANGE
City Orange
3 1433
FIPS County Code 06059
APN 372-642-31
Duplicate APN N/A
Brief Description P BK 39 PG 38 PAR 3 PM 39-38 PAR 3 POR OF PAR AND POR OF PAR 2 Subdivision N/A
Tract number N/A
Block N/A
Section N/A
Lot N/A
Unit N/A
Latitude 33.827965
Longitude -117.833999
Possible Lot and Building Details
Lot Details
Standardized Land Use Code Miscellaneous Commercial
County Land Use Code N/A
Zoning N/A
Buildings N/A
Lot Size 204,388 sqft
Lot Frontage N/A
Lot Depth N/A
Building Details
Overall Attributes
Total Square
Footage
sqft
Number of
Stories
N/A
Number of
Units
N/A
Year Built N/A
Style Unknown
Class Unknown or not provided
Construction
Type
Unknown
Codes Unknown or not provided Unknown or not provided Unknown or not provided No Pool in the Property Not Suppressed Unknown or not provided Unknown or not provided Unknown or not provided 4 1434
Possible Deeds
Possible Deeds 5 Found
Interior Dimensions
Total Finished Areas N/A
Additions N/A
Attics N/A
Garage N/A
Basement N/A
Room Counts
Total Room Count N/A
Bedrooms N/A
Bathrooms N/A
Ownership Change
2021-09-30 – From CONTINENTAL BB ORANGE LLC to BTPROP3 LLC Primary Lender Details
Lender PACIFIC PREMIER BANK
Loan Amount $13,400,000
Lender Type Bank
Loan Type Conventional or Unknown
Line of Credit Loan Not a Credit Line or Unknown
Secondary Lender Details
Lender N/A
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
County Records
County ORANGE
State CA
Transfer Date 2021-09-30
Transfer Value $23,250,000
Transfer Tax N/A
Transfer Type Resale
Deed Type Unknown
5 1435
Document Number 0000605245
Document Type G
Book Number N/A
Page Number N/A
Recorded Date 2021-09-30
Recorded Type N/A
Quitclaim Deed N/A
Ownership Change
2012-12-10 – From CONTINENTAL 2375 NORTH TUSTIN to CONTINENTAL BB ORANGE LLC Primary Lender Details
Lender MORGAN STANLEY MTG CAP HO
Loan Amount $12,000,000
Lender Type Mortgage Funding Company
Loan Type Conventional or Unknown
Line of Credit Loan Not a Credit Line or Unknown
Secondary Lender Details
Lender N/A
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
County Records
County ORANGE
State CA
Transfer Date 2012-12-10
Transfer Value $0
Transfer Tax N/A
Transfer Type Refinance or Equity
Deed Type Maps to Quitclaim
Document Number 0000760760
Document Type Q
Book Number N/A
Page Number N/A
Recorded Date 2012-12-10
Recorded Type N/A
6 1436
Quitclaim Deed true
Ownership Change
2008-01-15 – From 2375 TUSTIN AVE ASSOCIATES to 2375 TUSTIN AVE ASSOCIATES Primary Lender Details
Lender N/A
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
Secondary Lender Details
Lender N/A
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
County Records
County ORANGE
State CA
Transfer Date 2008-01-15
Transfer Value $0
Transfer Tax N/A
Transfer Type Resale
Deed Type Maps to Quitclaim
Document Number 0000023246
Document Type Q
Book Number N/A
Page Number N/A
Recorded Date 2008-01-15
Recorded Type N/A
Quitclaim Deed true
Ownership Change
2007-10-31 – From OWNER NAME UNAVAILABLE to 2375 TUSTIN AVE ASSOCIATES LP Primary Lender Details
Lender N/A
7 1437
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
Secondary Lender Details
Lender N/A
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
County Records
County ORANGE
State CA
Transfer Date 2007-10-31
Transfer Value $0
Transfer Tax N/A
Transfer Type Resale
Deed Type Unknown
Document Number 0000661708
Document Type G
Book Number N/A
Page Number N/A
Recorded Date 2007-10-31
Recorded Type N/A
Quitclaim Deed N/A
Ownership Change
2005-04-04 – From LEISERV INC to 2375 TUSTIN AVE ASSOCIATES Primary Lender Details
Lender BANK OF AMERICA
Loan Amount $3,765,000
Lender Type Bank
Loan Type Conventional or Unknown
Line of Credit Loan Not a Credit Line or Unknown
Secondary Lender Details
Lender N/A
8 1438
Loan Amount N/A
Lender Type N/A
Loan Type N/A
Line of Credit Loan N/A
County Records
County ORANGE
State CA
Transfer Date 2005-04-04
Transfer Value $0
Transfer Tax N/A
Transfer Type Resale
Deed Type Maps to Quitclaim
Document Number 0000251222
Document Type Q
Book Number 39
Page Number 38
Recorded Date 2005-04-04
Recorded Type N/A
Quitclaim Deed true
9 1439
Please return completed form and any attachments via fax to:
EDI Consultants, Inc., 21151 S. Western Ave., Suite 100, Torrance, CA 90501 Telephone: 310-832-2300 Fax: 310-362-8843
ESA Presurvey questionnaire.doc 6/06
Site Contact: Please complete this questionnaire before the Consultant's site visit. For those questions that are not applicable to the subject please respond with an "N/A". This document must be signed by the Owner or his/her representative (Item No. 2). If you have any questions about how to answer any of the questions please call EDI. If additional pages for response are necessary please attach them to this form. Clearly mark all references to the appropriate question number(s). This document and your written response to same will be an exhibit in EDI's report.
1. PROPERTY INFORMATION:
Property Name:
ASTM E-1527-21 PHASE I ENVIRONMENTAL SITE ASSESSMENT
PRE-SURVEY QUESTIONNAIRE AND DISCLOSURE STATEMENT
Property Address:
City
State
Zip
Assessor’s Parcel Number:
2. COMPLETED BY
Signature Date
Printed Name
Title
3. ASTM-REQUIRED INQUIRIES
Property Owner:
Name: Phone: Fax:
Key Site Manager (Site contact):
Name: Phone: Fax:
If not residential Property, please provide list of tenants, including contact names and phone numbers.
Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law. If so, please documents along with completed questionnaire to EDI Yes No Are you aware of any Activity Use Limitations (AULs) such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? If so, please send documents along with completed questionnaire to EDI Yes No
Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business?
Yes No
Do you have any specialized knowledge that would be material in identifying recognized environmental conditions in connection with the Property? Yes No
Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the Property? Yes No
Are you aware if commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example: Do you know the past use of the property? Do you know specific chemicals that are present Yes No
Not completed by Owner or Owner's Representative
1440
ESA Pre-Survey Questionnaire & Disclosure Statement Page 2 of 4 or once were present at the property? Do you know of spills or other chemical releases that have taken place at the property? Do you know of any environmental cleanups that have taken place at the property? Based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of contamination at the property? Yes No Please attach explanation of all affirmative answers.
8) Please state reason for procuring this Phase 1 ESA:
Qualify for Innocent Landowner defense to CERCLA Liability.
Other: (state below)
4. PLEASE PROVIDE A GENERAL SITE DESCRIPTION BY COMPLETING THE FOLLOWING TABLE:
Legal description/ boundary survey/ plat available (please send to EDI if “yes”) Yes No
Total Property Size
Total number of buildings
Total square footage of buildings
Date of construction
Dates of significant renovation
Waste water discharge
Municipal Sanitary Sewer On-site septic system Other
Potable water source
Community Water Supplier On-site well Other
Please describe prior use of property, if known:
5. PREVIOUS INVESTIGATIONS:
Have any previous environmental investigations been performed at the site? Yes No
INVESTIGATION TYPE
If yes, please describe conclusions, and attach copy of report(s) Phase 1 ESA
Phase 2 ESA
Tank Tightness Testing
1441
ESA Pre-Survey Questionnaire & Disclosure Statement Page 3 of 4 Have any previous environmental investigations been performed at the site? Yes No
INVESTIGATION TYPE
If yes, please describe conclusions, and attach copy of report(s) Asbestos Survey/ O&M
Radon
Lead-based Paint
Lead in Water
Operations & Maintenance Plan(s)
Other
6. ON SITE OPERATIONS
Are you aware of any of the following conditions, either past or present, on the site? Condition Response If yes, please describe
1. Stored Chemicals Yes No
2. Underground Storage Tanks Yes No
3. Aboveground Storage Tanks Yes No
4. Spills or Releases Yes No
5. Dump Areas/ Landfills Yes No
6. Waste Treatment Systems Yes No
7. Clarifies/ Separators Yes No
8. Air stacks/ Vents/ Odors Yes No
9. Floor Drains/Sumps Yes No
10. Stained Soil/ Impacted Vegetation Yes No
11. On-site OWNED Electrical Transformers Yes No
12. Hydraulic lifts/ Elevators Yes No
13. Dry Cleaning Operations Yes No
14. Wetlands/ Flooding Yes No
15. Oil/ Gas/ Water/ Monitoring Wells Yes No
16. Environmental Cleanups Yes No
17. Environmental Permits Yes No
If yes, please describe and ATTACH ALL COPIES of permits.
Please attach last three waste manifests.
a) Industrial Discharge Yes No
b) POTW (NPDES) Yes No
c) Hazardous Waste Generator Yes No
d) Air Quality Yes No
e) Flammable Materials Yes No
f) AST/UST Yes No
1442
ESA Pre-Survey Questionnaire & Disclosure Statement Page 4 of 4 Are you aware of any of the following conditions, either past or present, on the site? Condition Response If yes, please describe
g) Waste Manifest(s) Yes No
h) Other Yes No
7. OFF SITE ENVIRONMENTAL CONCERNS
Are you aware of any of the following conditions, either past or present, Adjacent to the site? Condition Response If yes, please describe
Gasoline Stations Yes No
Dry Cleaners Yes No
Industrial Uses Yes No
Other Yes No
1443
Appendix I - Personnel Profile
1444
EDI CONSULTANTS, INC.
Darrin Domingo, CPWM, REPA, CHMM Principal
__________________________________________________________________________
SUMMARY OF EXPERIENCE
Darrin Domingo is the Principal and founder of EDI Consultants, Inc. (EDI) in Torrance, California. Mr.
Domingo has more than 30 years of experience in projects involving due diligence environmental site assessments, property condition assessments, data management and database design, Geographic Information Systems (GIS), cost engineering, subsurface investigations of soil and groundwater contamination, and environmental and geotechnical engineering projects including civil and remediation design.
RELEVANT PROJECT EXPERIENCE
Various Clients, Phase I, Phase II, and Phase III Environmental Site Assessments, Nationwide. Project manager for more than 10,000 combined Phase I and Phase II environmental site assessments for industrial and commercial real estate as well as multifamily dwellings for major U.S. banks and lending institutions throughout the nation. Conducted subsurface investigations of soil, groundwater and soil vapor contamination to assess and determine the need for further investigation and/or remediation as well as underground storage tank removals, cleanup and coordination with local and State governmental agencies for closure of same.
Various Clients, Property Condition Assessments, Nationwide. Project manager for more than 100 property condition assessments (PCAs) for a wide range of clients throughout the western United States. PCAs provide reliable and detailed information on the building's operating systems, overall design and architectural features, and any signs of material physical deterioration or functional obsolescence that could detract from the building's potential to generate income. In addition, he has examined the impact of local zoning regulations, building codes, and any special hazards that may affect the income stability of the property.
SWDiv CLEAN, Environmental Baseline Survey (EBS), El Toro MCAS, California GIS and database administrator for the Environmental Baseline Survey of over 1000 structures at El Toro MCAS. Prepared comprehensive maps of the MCAS El Toro in a Geographic Information System (GIS), by combining information gathered during the site evaluation with existing and planned information. The GIS was developed in ArcView for GIS analysis and the preparation of maps; and Microsoft Access for the storage and analysis of attribute data. Attribute data was collected in the field via a customized Palm Pilot interface.
Responsible for application development of the Palm Pilot EBS Form for data acquisition in the field and seamless downloading of information into the database. Attribute data encompassed site information including pertinent environmental, land use, and watershed data. Also, field sketches and digital photo notes were entered into the Palm Pilot and converted to bitmap images within the database for retrieval of same. Responsible for uploading and management of all data for queries, analyses, and either output for use in the GIS maps; or Report Tables within the EBS.
SWDiv CLEAN, Naval Environmental Data Transfer Standard (NEDTS), El Toro MCAS, California. GIS and database administrator for groundwater, soil and vapor analytical data. Developed the Navy Environmental Data Transfer Standard (NEDTS) database and Data Management Plan (DMP) for the Southwest Division Comprehensive Long-Term Environmental Action Navy, El Toro Marine Corps Air Station. The NEDTS provides an open, platform independent standard that permits the Navy to describe information to be captured and delivered electronically without imposing any hardware or software requirements on the contracting community. This application automates day-to-day activities of integrating electronic data deliverables (EDD) from analytical laboratories and presenting the information in customized forms and reports. The application is developed utilizing MS Access as the data repository. ESRI's ArcView GIS and Autodesk's Volo View technology are integrated with the database to provide dynamic maps of on-site monitoring wells. A customized switchboard interface allows for automated retrieval of as-built drawings, charts, reports, and GIS views.
Lockheed Martin Corporation, Metadata Reference System, Redlands, California. Lead technical and database administrator for the Metadata Reference System for the Redlands site. Developed records management plan for administration of office-wide project data and records management system for efficient gathering, storage, and retrieval of all related electronic and hardcopy data.
SWDiv RAC, Naval Environmental Data Transfer Standard (NEDTS), Yermo and Nebo Marine Corp Logistics Bases, Barstow, California. Database design and management of the Navy's Southwest Division 1445
EDI CONSULTANTS, INC.
Darrin Domingo, CPWM, REPA, CHMM Principal
__________________________________________________________________________ Remedial Action Contract (SWDiv RAC) databases for both Yermo and Nebo MCLBs. Developed and implemented NEDTS in a client/server architecture (Access 2000/SQL Server) for integration of data into ArcView GIS for mapping and spatial analysis of various subsurface contaminants. Used ESRI's Spatial Analyst and ModelBuilder extensions to map and analyze areas of contaminant influence, delineate plume extents, and generate contours.
New Cure, Inc., OII Landfill MIS/GIS System, Monterey Park, California. GIS Analyst and Database Administrator working in a design-build capacity to facilitate implementation of a remedial cap design for an EPA Superfund site. Provided AutoCAD and LDD civil/remediation design, hazardous waste management via programming and development of the management information system (MIS) using MS Access and the GIS for associated landfill hazardous materials and gases integrating ESRI's ArcView. Conducted environmental modeling and statistical and trend analysis of methane migration via ESRI's ArcView Spatial Analyst and 3D Analyst extensions. In coordination with the landfill gas consultant, designed and implemented the Well Adjustment Decision Tree programmed in Access for automated well adjustments in the field. Created automated data transfer procedure from GEM 2000 units into Access for analyzing gas composition and calculating flow. Trained staff technicians on effective use of the MIS/GIS System, Well Adjustment Decision Tree, as well as data collection and importing procedures.
Owner, Kyoto Plaza, Gardena, California. Operated and maintained soil vapor extraction system at Kyoto Plaza. Collected air (vapor) samples and conducted evaluation of vacuum, influent/effluent data. Developed MS Access data repository, which included but were not limited to integration of historical vapor extraction data into a standardized relational database design. Responsible for data management and modeling.
Southern California Gas Company, PAH Removal and Geotechnical Investigation, Hanford, California.
Supervised and managed the removal of PAH-impacted soil, including subsurface investigation, sampling, and recompaction of fill soil. Ensured and designed proper grading of site utilizing Autodesk's Survey.
Home Savings of America, UST Removal and Upgrade, Irwindale, California. Supervised the removal and replacement of underground storage tanks, clarifiers, and hydraulic lifts at the corporate headquarters of Home Savings of America in Irwindale, CA. Also, performed subsurface investigation and confirmation sampling to achieve closure within the required Los Angeles County and state regulations.
Metropolitan Transportation Authority, Geotechnical Oversight for Red Line Segment 2 and 3, Los Angeles/Hollywood, California. Geotechnical engineer responsible for subsurface investigation and construction monitoring of geological conditions via geological/geotechnical mapping at the tunnel face.
Performed geotechnical engineering analysis of settlement data in cooperation with land survey teams and staff geologists/geotechs at the tunnel face during tunnel excavation along Hollywood and Vermont Boulevards.
Performed laboratory testing and interpretation of soils, field observation, fill testing, geotechnical engineering analysis including slope stability analysis, utilization of AutoCAD for grading and drainage plans, hydrologic analysis, and geotechnical report preparation.
California Department of Transportation (Caltrans), Advanced Public Transportation Systems Group, Los Angeles, California. Provided computer mapping and analysis of traffic data via MapInfo GIS. Created maps using MapInfo in support of various transportation tasks and updated traffic data in the APTS data repository built in MS Access. Assisted in the project management of the Smart Traveler Kiosk Project and the I110 Vanpool Support Program. 1446
EDI CONSULTANTS, INC.
Darrin Domingo, CPWM, REPA, CHMM Principal
__________________________________________________________________________
EDUCATION
MBA, Business Administration (emphasis in GIS), University of Redlands, California, 2001 BS, Geography - Ecosystems & Environmental Engineering, University of California, Los Angeles, 1993
PROFESSIONAL REGISTRATIONS/MEMBERSHIPS
Certified Hazardous Materials Manager (CHMM), Master Level, National, No. 11546 Registered Environmental Professional (REP), No. 280438 Registered Environmental Property Assessor (REPA), No. 642775 Certified Professional in Waste Management (CPWM) - No. 2158028738231010 Asbestos Inspector, California, IBFA-370-98
Alliance of Hazardous Materials Professionals (AHMP)
Association of Vapor Intrusion Professionals, No. 353
SPECIAL TRAINING
OSHA 40-hour Hazardous Waste Operations Training
OSHA 8-hour Hazardous Waste Operations Annual Refresher Training OSHA 8-hour Hazardous Waste Operations Site Supervisor Training GIS Management Certificate of Completion, ESRI International User Conference Environmental Modeling Using Spatial Analyst, Certificate of Completion, ESRI International User Conference Advanced ArcView Certificate of Completion, ESRI
Database Development and Conversion, URISA Annual Conference and Exposition RACER (Remedial Action Cost Engineering & Requirements System) Quire System Leader Level 2
1447
EDI CONSULTANTS, INC.
Brian Tang, EIT Sr. Project Manager
SUMMARY OF EXPERIENCE
Brian Tang is a Senior Project Manager at EDI Consultants, Inc. (EDI) in Torrance, California. Mr. Tang has more than 6 year of experience in projects involving due diligence environmental site assessments, property condition assessments, data management, Geographic Information Systems (GIS), subsurface investigations of soil and groundwater contamination, environmental and geotechnical engineering projects for high profile clients throughout the nation.
At EDI, Mr. Tang manages a team performing Phase I and II Environmental Site Assessments, Property Condition Assessments, and other environmental risk assessments for major U.S. banks and lending institutions throughout the nation. In addition, he prepares and reviews technical documents for Phase I and II Environmental Site Assessments.
Mr. Tang is an Environmental Professional who possesses sufficient specific education, training, and experience necessary to exercise professional judgment to develop opinions and conclusions regarding conditions indicative of releases or threatened releases on, at, in, or to a property, sufficient to meet the objectives and performance factors.
As an Environmental Professional, Mr. Tang must hold a current Professional Engineer’s or Professional Geologist’s license or registration from a state, tribe, or U.S. territory (or the Commonwealth of Puerto Rico) and have the equivalent of three (3) years of full-time relevant experience; or (ii) be licensed or certified by the federal government, a state, tribe, or U.S. territory (or the Commonwealth of Puerto Rico) to perform environmental inquiries and have the equivalent of three (3) years of full-time relevant experience; or (iii) have a Baccalaureate or higher degree from an accredited institution of higher education in a discipline of engineering or science and the equivalent of five (5) years of full-time relevant experience; or (iv) have the equivalent of ten (10) years of full-time relevant experience.
RELEVANT PROJECT EXPERIENCE
Phase I & Phase II Environmental Site Assessments, Nationwide Project Manager of Phase I and Phase II environmental site assessments for industrial and commercial real estate as well as multifamily dwellings for major U.S. banks and lending institutions throughout the nation. Conducted subsurface investigations of soil, groundwater and soil vapor contamination to assess and determine the need for further investigation and/or remediation as well as underground storage tank removals, cleanup and coordination with local and State governmental agencies for closure of same.
Property Condition Assessments, Nationwide
Project manager for more than 100 property condition assessments (PCAs) for a wide range of clients throughout the western United States. PCAs provide reliable and detailed information on the building's operating systems, overall design and architectural features, and any signs of material physical deterioration or functional obsolescence that could detract from the building's potential to generate income. In addition, he has examined the impact of local zoning regulations, building codes, and any special hazards that may affect the income stability of the property.
EDUCATION
B.S. Environmental Engineering, University of California, Irvine, 2013 Undergraduate Experience
Well Water Treatment
The purpose of this project is to design two shallow ground water wells for the City of Corona to reduce the demand on the Colorado River by 3,600 acre-ft per year. The project includes the design of an 11,500 ft pipeline to transport the raw well water as well as a treatment facility to treat for turbidity, nitrates, and perchlorates. 1448
EDI CONSULTANTS, INC.
Brian Tang, EIT Sr. Project Manager
Site Planning Report
The goal of this project is to complete a Site Planning Report incompliance of the City of Irvine General Plan for the development of a 1,200 acre planning area centered on a transportation theme of alternative fuels. The planning area is composed of 3,200 dwelling units, a shopping center, a high school, recreational parks and open space to support a population of about 13,000 residents.
PROFESSIONAL REGISTRATIONS/CERTIFICATIONS
Environmental Professional
Board for Professional Engineers, Land Surveyors, and Geologist – Certified Engineer-in-Training (EIT) 1449
EDI CONSULTANTS, INC.
Luke Deal Project Manager / Environmental Scientist
SUMMARY OF EXPERIENCE
Luke Deal is a Project Manager /Environmental Scientist at EDI Consultants, Inc. (EDI) in Torrance, California. Mr.
Deal has 8 months of experience in projects involving due diligence environmental site assessments, environmental oversite, subsurface investigations of soil for high profile clients throughout the nation.
At EDI, Mr. Deal manages Phase I and II Environmental Site Assessment projects, Property Condition Assessments and other environmental risk assessments for major U.S. banks and lending institutions throughout the nation.
RELEVANT PROJECT EXPERIENCE
Phase I & Phase II Environmental Site Assessments, Nationwide Project Manager of Phase I and Phase II environmental site assessments for industrial and commercial real estate as well as multifamily dwellings for major U.S. banks and lending institutions throughout the nation. Conducted subsurface investigations of soil and soil vapor contamination to assess and determine the need for further investigation and/or remediation.
EDUCATION
B.A. History, California Polytechnic State University, San Luis Obispo, 2021 Minor, Geography, GIS and Anthropology
1450
Appendix G: Preliminary Hydrology Report
1451
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2375 North Tustin Street
ORANGE, CALIFORNIA, 92685
Prepared For:
Melia Homes
9860 Irvine Center Drive
Irvine, Ca 92618
Contact: Chad Brown
Vice President of Planning and Development
(949) 759-4367
Prepared By:
9830 Irvine Center Drive
Irvine, California 92618
Contact: Dane McDougall, P.E.
(949) 916-3800
Prepared: April 2025
1452
i
TABLE OF CONTENTS
1.0 SITE DESCRIPTION ................................................................................................. 1
2.0 PURPOSE OF STUDY ............................................................................................... 1
3.0 EXISTING DRAINAGE PATTERN ........................................................................ 1
4.0 PROPOSED DRAINAGE PATTERN ...................................................................... 2
5.0 METHODOLOGY ...................................................................................................... 2
6.0 RESULTS ..................................................................................................................... 3
7.0 CONCLUSION ............................................................................................................ 3
8.0 DESIGN ASSUMPTIONS .......................................................................................... 4
9.0 REFERENCES ............................................................................................................ 5 APPENDIX A: Hydrology Maps
Existing Conditions Hydrology Map
Proposed Conditions Hydrology Map
APPENDIX B: Hydrology Calculations
Existing Conditions Hydrology Calculations
Proposed Conditions Hydrology Calculations
APPENDIX C: Hydraulic Calculations
25- Year Catch Basin Sizing
100- Year Parkway Drain Sizing
100-Year Water Surface Elevations
APPENDIX D: Reference Documents
Orange County Drainage Facilities Maps
Figure XVI-2a From Orange County Technical Guidance Document Tentative Tract Map No. 19392
1453
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
ii
Preliminary Hydrology Study
For
TTM 19392
2375 North Tustin Street
Orange, CA 92685
ACKNOWLEDGEMENT AND SIGNATURE PAGE
This Preliminary Hydrology Study was prepared by C&V Consulting, Inc. under the supervision of Dane McDougall, P.E.
_____________________________________________________________________ Dane McDougall, PE 80705 Date
C&V Consulting, Inc.
1454
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
1 1.0 SITE DESCRIPTION:
The proposed site is located at 2375 N. Tustin Street in the City of Orange. The existing site at 4.322 gross acres is currently occupied by a commercial building situated in the more easterly portion of the site with associated parking throughout the rest of the site. There are small landscaped medians throughout the parking area. The site is bounded by a multi family residential development to the north, an existing mobile home park to the south, the 55 Freeway to the east, and a multi family residential development and commercial development to the west. The site has block wall along the north and south property lines and a wall and fencing along the eastern property line. North Tustin Street is along the western property line of the site. The site is accessed via one signalized intersection from N. Tustin Avenue.
Per the City of Orange Zoning Map, the site is identified as being within the Limited Business Tustin Redevelopment Project Area (C-TR) zone. Per the City of Orange Land Use Map, the site is identified as General Commercial land use. The primary purpose of areas designated General Commercial is to provide for a wide range of retail and service commercial uses and professional services. The maximum intensity of General Commercial land use is 1.0 Floor-to-Area Ratio.
2.0 PURPOSE OF STUDY:
The study will estimate the amount of stormwater run-off generated from the project in the existing pre-developed and post-developed conditions. Furthermore, streets and the onsite drainage system have been designed to accommodate the design storm per the Orange County Hydrology Manual.
Building finished floors have also been designed to maintain a minimum 1-foot clearance above the 100-year storm.
3.0 EXISTING CONDITIONS:
Elevations on site range from 271 to 258 above mean sea level. The site primarily slopes in the westerly direction toward N. Tustin Street. Existing stormwater runoff is collected in valley gutters throughout the site. East of the existing building, runoff is conveyed overland into a valley gutter and into an existing storm drain inlet. To the west of the building, runoff is conveyed overland into existing valley gutters that route runoff into two existing storm drain catch basins in the easterly portion of the main entrance drive aisle. Runoff in the main entrance drive aisle is routed via curb and gutter into two existing catch basins located just east of the public right-of-way of N. Tustin Street.
The site does experience offsite runon at the southeast corner from the triangular shaped parcel to the east. Due to the nature of the proposed design this runoff will be comingled with onsite flows and therefore accounted for in the hydraulic analysis.
This site is located within the Santa Ana River Watershed per the Orange County Flood Control District (OCFCD) Drainage System Map No. 15. Surface runoff from the site continues in the southerly direction in N. Tustin Street where it is conveyed into an existing catch basin and enters the existing underground storm drain system and continues to the Buckeye Storm Channel just south of Meats Avenue. Runoff converges with the Collins Storm Channel, Santa Ana River, and ultimately discharging to the Pacific Ocean.
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PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
2 4.0 PROPOSED CONDITIONS:
The project proposes to construct 71 residential units which consists of 30 duplex residential condominium units and 12 single family detached condominium units. There will be a triangular shaped dedication (approximately 0.007ac) to the city along the frontage of the property on N. Tustin Street. The existing main access of the site (approximately 0.285 ac) will remain as is and is not being quantified in the hydraulic analysis as it will remain undisturbed. The site does experience offsite run-on from the parcel to the east (approximately 0.47 ac). This flow will be accounted for in hydrologic calculations as comingling of offsite and onsite flows cannot be avoided. The development proposes open space areas, parking areas, walkways, and driveways. Each residential unit will have two garage parking spaces and additional uncovered parking. The site has one (1) entrance/ exit on N. Tustin Street and one (1) secondary access for emergency vehicles only.
Runoff will be captured by five (5) sump curb inlet catch basins, one (1) proposed grate inlet and an onsite area drain system. Runoff will be routed into proposed Biofiltration Vault treatment devices prior to discharge to the existing stormwater sump pump system. The sump pump system will discharge runoff into N. Tustin Street through a parkway drain. After entering North Tustin Street runoff will follow historic drainage patterns.
5.0 METHODOLOGY:
All drainage areas were analyzed using the County of Orange Local Drainage and Hydrology Manual and nomographs. The site is small and is comprised of two sub-areas to satisfy the Orange County Hydrology Manual. The sub-areas were analyzed for acreage, land-use, volume, and time of concentration according to the Rational Method. The percentage of pervious was calculated for the pre- and post-construction conditions and the development type with the percentage pervious closest to the percentage calculated was used over matching development type in the hydrology calculations.
In accordance with the Orange County Hydrology Manual all habitable structures have a finished floor elevation to allow one foot of freeboard during the 100-year storm event, the onsite conveyance pipes have been sized to convey runoff from the 25-year storm event. The onsite catch basins and parkway culvert have been sized to convey runoff from the 100-year storm event. Calculations supporting these sizes are located in Appendix C of this report.
The existing and proposed drainage areas were analyzed by utilizing the latest Orange County Hydrology Manual, Civil Design Software, and Hydraflow Express Extension for Autodesk AutoCAD Civil 3D.
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PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
3 6.0 RESULTS:
The results from this hydrology and hydraulic analysis demonstrate the following:
• The drainage design for this site meets or exceeds the requirements as described in the Orange County Hydrology Manual.
• Flow rates have decreased in the proposed developed condition.
Existing & Proposed Hydrologic Summary Table:
Subarea Area Q10 (cfs) Q25 (cfs) Q100 (cfs) Tc (min)
X1 0.47 ac 0.855 1.044 1.359 13.775
X2 3.94 ac 7.18 8.684 11.167 15.76
Total 4.41 ac 8.04 9.728 12.526 15.76
P1 0.47 ac 0.855 1.044 1.359 13.775
P2 2.60 ac 4.558 5.231 6.767 17.15
P3 1.33 ac 2.026 2.748 3.550 17.15
Total 4.40 ac 7.439 9.023 11.676 17.15
% Decrease 7.5% 7.2% 6.8%
* Tc values are based on the results of the 100-year storm event.
Catch Basin Sizing
Catch basin sizing has been analyzed for the 25-year storm event based on a sump design. Refer to Attachment C for calculations.
Parkway Drain Sizing
Parkway Drain sizing has been analyzed for the 100-year storm even. Refer to Attachment C for calculations.
100-Year Water Surface Elevation
Proposed finished floors will be set at least 1’ above the 100-year water surface elevation in the proposed drive aisles. Depth of flow calculations to be provided prior to final approval.
7.0 CONCLUSION:
The results from this hydrology and hydraulics study utilizing methods provided by Orange County demonstrate that the proposed condition of the site generates a decrease in site peak runoff compared to the existing condition of the site.
Runoff will be conveyed by concrete v-gutters, captured by five (5) sump curb inlet catch basins, one (1) proposed grate inlet and an onsite area drain system. Runoff will be routed into proposed Biofiltration Vault treatment devices prior to discharge to the existing stormwater sump pump system. The flows in excess of the 25 -year storm event will enter the stormwater sump pump which 1457
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
4 outlets onto N. Tustin Street through a parkway drain. Stormwater runoff discharged from the site will match the existing historic drainage pattern. Therefore, no significant impacts are anticipated due to this proposed development on the existing downstream drainage facilities. 1458
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
5 8.0DESIGN PARAMETERS:
1. The property is in the City of Orange, in Orange County.
2. The onsite drainage area was analyzed for a 10-, 25- and 100-year storm event using Rational Method Analysis per the County of Orange Hydrology Manual.
3. The project area is located in Soil Group C according to Figure XVI-2a of the Orange County Technical Guidance Document and the NRCS Web Soil Survey.
4. The existing site analysis utilized “Commercial” per the CivilDesign software.
5. The proposed site analysis utilized “Condominium” per the CivilDesign software.
6. 100-year storm event flood level protection analysis required for habitable structures per the requirements of the Orange County Hydrology Manual.
1459
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
6 9.0 REFERENCES
1. Orange County Hydrology Manual dated October 1986
2. Hydraflow Express Extension for Autodesk AutoCAD Civil 3D
3. Orange County Flood Control District Design Manual 2000
4. Orange County Technical Guidance Document (TGD), 2013
5. Orange County Technical Guidance Document Figure XVI-2a, NRCS Hydrologic Soils Groups
6. Tentative Tract Map No. 19392 prepared by C&V Consulting, Inc. dated April 2025
7. OCFCD Base Map of Drainage Facilities
8. Civildesign Engineering Software, 1989-2018 Version 9.0 1460
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Appendix A
Hydrology Maps
1461
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Existing Conditions Hydrology Map
1462
POOL CAR ONLY STOP
STOP THRU DRIVE THRU DRIVE STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP
STOP
1463
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Proposed Conditions Hydrology Map
1464
POOL CAR ONLY
STOP THRU DRIVE THRU DRIVE
STOP
STOP // //
// //
// // // 4''FW 8''SD 8''SD 8''SD
4''SS
2''W 2''W 2''W 6''SD 6''SD
6''SD 6''SD > > > > > > >
12''FW 12''FW 12''FW 12''FW 12''SD Z
|| T> > > > > > > > > > > > > > > > > > > > >
1465
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Appendix B
Hydrology Calculations
1466
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Existing 10-, 25-, & 100-Year
Hydrology Calculations
1467
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/03/25 File Name: MEL19X10.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
EXISTING Q10
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 10.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 2.271(In/Hr) for a 10.0 year storm 1468
Effective runoff coefficient used for area (Q=KCIA) is C = 0.801 Subarea runoff = 0.855(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** IMPROVED CHANNEL TRAVEL TIME ****
______________________________________________________________________ Upstream point elevation = 265.800(Ft.)
Downstream point elevation = 260.600(Ft.)
Channel length thru subarea = 650.770(Ft.)
Channel base width = 3.000(Ft.)
Slope or 'Z' of left channel bank = 0.000
Slope or 'Z' of right channel bank = 0.000
Estimated mean flow rate at midpoint of channel = 4.439(CFS) Manning's 'N' = 0.013
Maximum depth of channel = 0.130(Ft.)
Flow(q) thru subarea = 4.439(CFS)
Depth of flow = 0.324(Ft.), Average velocity = 4.563(Ft/s) !!Warning: Water is above left or right bank elevations Channel flow top width = 3.000(Ft.)
Flow Velocity = 4.56(Ft/s)
Travel time = 2.38 min.
Time of concentration = 16.15 min.
Critical depth = 0.406(Ft.)
ERROR - Channel depth exceeds maximum allowable depth
Adding area flow to channel
COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.025(In/Hr)
Rainfall intensity = 2.073(In/Hr) for a 10.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.879
Subarea runoff = 7.180(CFS) for 3.940(Ac.)
Total runoff = 8.035(CFS) Total area = 4.41(Ac.)
Area averaged Fm value = 0.049(In/Hr)
Depth of flow = 0.463(Ft.), Average velocity = 5.785(Ft/s) !!Warning: Water is above left or right bank elevations ERROR - Channel depth exceeds maximum allowable depth
Critical depth = 0.609(Ft.)
End of computations, total study area = 4.41 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
1469
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.196
Area averaged SCS curve number (AMC 2) = 70.1
1470
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/03/25 File Name: MEL19X25.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
EXISTING Q25
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 2.718(In/Hr) for a 25.0 year storm 1471
Effective runoff coefficient used for area (Q=KCIA) is C = 0.817 Subarea runoff = 1.044(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** IMPROVED CHANNEL TRAVEL TIME ****
______________________________________________________________________ Upstream point elevation = 265.800(Ft.)
Downstream point elevation = 260.600(Ft.)
Channel length thru subarea = 650.770(Ft.)
Channel base width = 3.000(Ft.)
Slope or 'Z' of left channel bank = 0.000
Slope or 'Z' of right channel bank = 0.000
Estimated mean flow rate at midpoint of channel = 5.420(CFS) Manning's 'N' = 0.013
Maximum depth of channel = 0.130(Ft.)
Flow(q) thru subarea = 5.420(CFS)
Depth of flow = 0.366(Ft.), Average velocity = 4.942(Ft/s) !!Warning: Water is above left or right bank elevations Channel flow top width = 3.000(Ft.)
Flow Velocity = 4.94(Ft/s)
Travel time = 2.19 min.
Time of concentration = 15.97 min.
Critical depth = 0.469(Ft.)
ERROR - Channel depth exceeds maximum allowable depth
Adding area flow to channel
COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.025(In/Hr)
Rainfall intensity = 2.500(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.882
Subarea runoff = 8.684(CFS) for 3.940(Ac.)
Total runoff = 9.728(CFS) Total area = 4.41(Ac.)
Area averaged Fm value = 0.049(In/Hr)
Depth of flow = 0.519(Ft.), Average velocity = 6.245(Ft/s) !!Warning: Water is above left or right bank elevations ERROR - Channel depth exceeds maximum allowable depth
Critical depth = 0.688(Ft.)
End of computations, total study area = 4.41 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
1472
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.196
Area averaged SCS curve number (AMC 2) = 70.1
1473
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/03/25 File Name: MEL19X100.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
EXISTING Q100
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 100.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 3.462(In/Hr) for a 100.0 year storm 1474
Effective runoff coefficient used for area (Q=KCIA) is C = 0.835 Subarea runoff = 1.359(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** IMPROVED CHANNEL TRAVEL TIME ****
______________________________________________________________________ Upstream point elevation = 265.800(Ft.)
Downstream point elevation = 260.600(Ft.)
Channel length thru subarea = 650.770(Ft.)
Channel base width = 3.000(Ft.)
Slope or 'Z' of left channel bank = 0.000
Slope or 'Z' of right channel bank = 0.000
Estimated mean flow rate at midpoint of channel = 6.971(CFS) Manning's 'N' = 0.013
Maximum depth of channel = 0.130(Ft.)
Flow(q) thru subarea = 6.971(CFS)
Depth of flow = 0.425(Ft.), Average velocity = 5.466(Ft/s) !!Warning: Water is above left or right bank elevations Channel flow top width = 3.000(Ft.)
Flow Velocity = 5.47(Ft/s)
Travel time = 1.98 min.
Time of concentration = 15.76 min.
Critical depth = 0.555(Ft.)
ERROR - Channel depth exceeds maximum allowable depth
Adding area flow to channel
COMMERCIAL subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.1000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.025(In/Hr)
Rainfall intensity = 3.205(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.886
Subarea runoff = 11.167(CFS) for 3.940(Ac.)
Total runoff = 12.526(CFS) Total area = 4.41(Ac.)
Area averaged Fm value = 0.049(In/Hr)
Depth of flow = 0.604(Ft.), Average velocity = 6.910(Ft/s) !!Warning: Water is above left or right bank elevations ERROR - Channel depth exceeds maximum allowable depth
Critical depth = 0.813(Ft.)
End of computations, total study area = 4.41 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
1475
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.196
Area averaged SCS curve number (AMC 2) = 70.1
1476
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Proposed 10-, 25-, & 100-Year
Hydrology Calculations
1477
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/09/25 File Name: MEL19P10.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
PROPOSED Q10
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 10.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 2.271(In/Hr) for a 10.0 year storm 1478
Effective runoff coefficient used for area (Q=KCIA) is C = 0.801 Subarea runoff = 0.855(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 265.800(Ft.)
End of street segment elevation = 261.460(Ft.)
Length of street segment = 502.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 25.000(Ft.)
Distance from crown to crossfall grade break = 23.000(Ft.) Slope from gutter to grade break (v/hz) = 0.083
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [1] side(s) of the street
Distance from curb to property line = 2.000(Ft.)
Slope from curb to property line (v/hz) = 0.025
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 0.080(In.)
Manning's N in gutter = 0.0130
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 3.164(CFS) Depth of flow = 0.207(Ft.), Average velocity = 2.236(Ft/s) Streetflow hydraulics at midpoint of street travel:
Halfstreet flow width = 12.034(Ft.)
Flow velocity = 2.24(Ft/s)
Travel time = 3.74 min. TC = 17.52 min.
Adding area flow to street
CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Rainfall intensity = 1.979(In/Hr) for a 10.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.849
Subarea runoff = 4.558(CFS) for 2.750(Ac.)
Total runoff = 5.413(CFS) Total area = 3.22(Ac.)
Area averaged Fm value = 0.111(In/Hr)
Street flow at end of street = 5.413(CFS)
Half street flow at end of street = 5.413(CFS)
Depth of flow = 0.260(Ft.), Average velocity = 2.555(Ft/s) 1479
Flow width (from curb towards crown)= 14.671(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 102.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Time of concentration = 17.52 min.
Rainfall intensity = 1.979(In/Hr) for a 10.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.852
Subarea runoff = 2.026(CFS) for 1.190(Ac.)
Total runoff = 7.439(CFS) Total area = 4.41(Ac.)
Area averaged Fm value = 0.105(In/Hr)
End of computations, total study area = 4.41 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.419
Area averaged SCS curve number (AMC 2) = 70.1
1480
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/16/25 File Name: mel19p25.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
PROPOSED Q25
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 2.718(In/Hr) for a 25.0 year storm 1481
Effective runoff coefficient used for area (Q=KCIA) is C = 0.817 Subarea runoff = 1.044(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 265.800(Ft.)
End of street segment elevation = 261.460(Ft.)
Length of street segment = 502.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 25.000(Ft.)
Distance from crown to crossfall grade break = 23.000(Ft.) Slope from gutter to grade break (v/hz) = 0.083
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [1] side(s) of the street
Distance from curb to property line = 2.000(Ft.)
Slope from curb to property line (v/hz) = 0.025
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 0.080(In.)
Manning's N in gutter = 0.0130
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 3.695(CFS) Depth of flow = 0.221(Ft.), Average velocity = 2.324(Ft/s) Streetflow hydraulics at midpoint of street travel:
Halfstreet flow width = 12.742(Ft.)
Flow velocity = 2.32(Ft/s)
Travel time = 3.60 min. TC = 17.38 min.
Adding area flow to street
CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Rainfall intensity = 2.383(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.858
Subarea runoff = 5.231(CFS) for 2.600(Ac.)
Total runoff = 6.275(CFS) Total area = 3.07(Ac.)
Area averaged Fm value = 0.112(In/Hr)
Street flow at end of street = 6.275(CFS)
Half street flow at end of street = 6.275(CFS)
Depth of flow = 0.277(Ft.), Average velocity = 2.650(Ft/s) 1482
Flow width (from curb towards crown)= 15.497(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 102.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Time of concentration = 17.38 min.
Rainfall intensity = 2.383(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.860
Subarea runoff = 2.748(CFS) for 1.330(Ac.)
Total runoff = 9.023(CFS) Total area = 4.40(Ac.)
Area averaged Fm value = 0.105(In/Hr)
End of computations, total study area = 4.40 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.419
Area averaged SCS curve number (AMC 2) = 70.1
1483
Orange County Rational Hydrology Program
(Hydrology Manual Date(s) October 1986 & November 1996) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2018 Version 9.0 Rational Hydrology Study, Date: 04/16/25 File Name: mel19p100.roc ------------------------------------------------------------------------ TTM 19392
ORANGE
PRELIMINARY
PROPOSED Q100
------------------------------------------------------------------------ Program License Serial Number 6677
------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 100.0
Decimal fraction of study above 2000 ft., 600M = 0.0000 English Units Used for input data
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 101.000 **** INITIAL AREA EVALUATION ****
______________________________________________________________________ UNDEVELOPED (average cover) subarea
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 79.00
Pervious ratio(Ap) = 1.0000 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.250(In/Hr)
Initial subarea data:
Initial area flow distance = 228.160(Ft.)
Top (of initial area) elevation = 270.000(Ft.)
Bottom (of initial area) elevation = 265.800(Ft.)
Difference in elevation = 4.200(Ft.)
Slope = 0.01841 s(%)= 1.84
TC = k(0.706)*[(length^3)/(elevation change)]^0.2
Initial area time of concentration = 13.775 min.
Rainfall intensity = 3.462(In/Hr) for a 100.0 year storm 1484
Effective runoff coefficient used for area (Q=KCIA) is C = 0.835 Subarea runoff = 1.359(CFS)
Total initial stream area = 0.470(Ac.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 101.000 to Point/Station 102.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ______________________________________________________________________ Top of street segment elevation = 265.800(Ft.)
End of street segment elevation = 261.460(Ft.)
Length of street segment = 502.000(Ft.)
Height of curb above gutter flowline = 6.0(In.)
Width of half street (curb to crown) = 25.000(Ft.)
Distance from crown to crossfall grade break = 23.000(Ft.) Slope from gutter to grade break (v/hz) = 0.083
Slope from grade break to crown (v/hz) = 0.020
Street flow is on [1] side(s) of the street
Distance from curb to property line = 2.000(Ft.)
Slope from curb to property line (v/hz) = 0.025
Gutter width = 2.000(Ft.)
Gutter hike from flowline = 0.080(In.)
Manning's N in gutter = 0.0130
Manning's N from gutter to grade break = 0.0150
Manning's N from grade break to crown = 0.0150
Estimated mean flow rate at midpoint of street = 4.791(CFS) Depth of flow = 0.247(Ft.), Average velocity = 2.478(Ft/s) Streetflow hydraulics at midpoint of street travel:
Halfstreet flow width = 14.023(Ft.)
Flow velocity = 2.48(Ft/s)
Travel time = 3.38 min. TC = 17.15 min.
Adding area flow to street
CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Rainfall intensity = 3.053(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.867
Subarea runoff = 6.767(CFS) for 2.600(Ac.)
Total runoff = 8.126(CFS) Total area = 3.07(Ac.)
Area averaged Fm value = 0.112(In/Hr)
Street flow at end of street = 8.126(CFS)
Half street flow at end of street = 8.126(CFS)
Depth of flow = 0.308(Ft.), Average velocity = 2.825(Ft/s) 1485
Flow width (from curb towards crown)= 17.058(Ft.)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 102.000 to Point/Station 103.000 **** SUBAREA FLOW ADDITION ****
______________________________________________________________________ CONDOMINIUM subarea type
Decimal fraction soil group A = 0.000
Decimal fraction soil group B = 0.000
Decimal fraction soil group C = 1.000
Decimal fraction soil group D = 0.000
SCS curve number for soil(AMC 2) = 69.00
Pervious ratio(Ap) = 0.3500 Max loss rate(Fp)= 0.250(In/Hr) Max Catchment Loss (Fm) = 0.087(In/Hr)
Time of concentration = 17.15 min.
Rainfall intensity = 3.053(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.869
Subarea runoff = 3.550(CFS) for 1.330(Ac.)
Total runoff = 11.676(CFS) Total area = 4.40(Ac.)
Area averaged Fm value = 0.105(In/Hr)
End of computations, total study area = 4.40 (Ac.)
The following figures may
be used for a unit hydrograph study of the same area.
Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation.
Area averaged pervious area fraction(Ap) = 0.419
Area averaged SCS curve number (AMC 2) = 70.1
1486
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Appendix C
Hydraulic Calculations
1487
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Catch Basin Sizing
1488
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Catch Basin 1 Q25
Curb Inlet
Location = Sag
Curb Length (ft) = 3.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.020
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 2.00
Gutter Width (ft) = 1.50
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 1.27
Highlighted
Q Total (cfs) = 1.27
Q Capt (cfs) = 1.27
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 4.53
Efficiency (%) = 100
Gutter Spread (ft) = 10.54
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
1489
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Catch Basin 2 Q25
Curb Inlet
Location = Sag
Curb Length (ft) = 3.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.020
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 2.00
Gutter Width (ft) = 1.50
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.42
Highlighted
Q Total (cfs) = 0.42
Q Capt (cfs) = 0.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 3.21
Efficiency (%) = 100
Gutter Spread (ft) = 5.04
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
1490
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Catch Basin 3 Q25
Curb Inlet
Location = Sag
Curb Length (ft) = 3.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.020
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 2.00
Gutter Width (ft) = 1.50
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.42
Highlighted
Q Total (cfs) = 0.42
Q Capt (cfs) = 0.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 3.21
Efficiency (%) = 100
Gutter Spread (ft) = 5.04
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
1491
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Catch Basin 4 Q25
Curb Inlet
Location = Sag
Curb Length (ft) = 5.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.020
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 2.00
Gutter Width (ft) = 1.50
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 3.25
Highlighted
Q Total (cfs) = 3.25
Q Capt (cfs) = 3.25
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 5.87
Efficiency (%) = 100
Gutter Spread (ft) = 16.14
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
1492
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Catch Basin 5 Q25
Curb Inlet
Location = Sag
Curb Length (ft) = 3.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.020
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 2.00
Gutter Width (ft) = 1.50
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.72
Highlighted
Q Total (cfs) = 0.72
Q Capt (cfs) = 0.72
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 3.73
Efficiency (%) = 100
Gutter Spread (ft) = 7.22
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
1493
9830 Irvine Center Drive, Irvine, California 92618
T.949.916.3800
www.cvc-inc.net
CALCULATION SHEET
Prepared by: Sarah McMasters
Project No. MELA-019
2075 N. Tustin Street
Orange, California
4/9/2025
GRATE INLET CAPACITY CALCULATIONS
Drain Inlet #1 – Refer to Proposed Conditions Hydrology Map for Drain Inlet location. ~REFER TO THE URBAN DRAINAGE DESIGN MANUAL,
UNITED STATES DEPARTMENT OF TRANSPORTATION
2.0’
2.0’
Ponding Depth, H = 0.50’ (6”)
Perimeter, P = 6’ (flows enter from three sides)
Q/P = 3.0 H3/2
Q = 3.0 H3/2P
Q = 3.0(0.50) 3/2(6)
Q = 6.36 cfs
50% Clogging Factor = 0.5(6.36) = 3.18 cfs
CB #1_Q25 = 0.19 cfs < 3.18 cfs
1494
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Parkway Drain Sizing
1495
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Wednesday, Apr 16 2025 Parkway Drain Q100
Rectangular
Bottom Width (ft) = 4.00
Total Depth (ft) = 0.50
Invert Elev (ft) = 1.00
Slope (%) = 0.02
N-Value = 0.001
Calculations
Compute by: Known Q
Known Q (cfs) = 11.68
Highlighted
Depth (ft) = 0.33
Q (cfs) = 11.68
Area (sqft) = 1.32
Velocity (ft/s) = 8.85
Wetted Perim (ft) = 4.66
Crit Depth, Yc (ft) = 0.50
Top Width (ft) = 4.00
EGL (ft) = 1.55
0 .5 1 1.5 2 2.5 3 3.5 4 4.5 5
Elev (ft) Depth (ft) Section
0.75 -0.25
1.00 0.00
1.25 0.25
1.50 0.50
1.75 0.75
2.00 1.00
Reach (ft) 1496
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
100-Year Water Surface Elevation
1497
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
To be provided prior to final approval.
1498
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
Appendix D
Reference Material
1499
PRELIMINARY HYDROLOGY STUDY
TTM 19392
2075 N. Tustin Street
NRCS Hydrologic Soil Groups (TGD)
1500
ORANGE COUNTY RIVERSIDE COUNTY
ORANGE COUNTY SAN BERNARDINO COUNTY
ORANGE COUNTY
LOS ANGELES COUNTY
ORANGE COUNTY ORANGE COUNTY LOS ANGELES COUNTY LOS ANGELES COUNTY P:\9526E\6-GIS\Mxds\Reports\InfiltrationFeasability_20110215\9526E_FigureXVI-2a_HydroSoils_20110215.mxd FIGURE
XVI-2a JOB TITLE SCALE 1" = 1.8 miles DESIGNED DRAWING CHECKED BMP 02/09/11 DATE JOB NO. THTH9526-E ORANGE COUNTY INFILTRATION STUDY ORANGE CO. CA NRCS HYDROLOGIC SOILS GROUPS
SUBJECT TO FURTHER REVISION
Source:
Soils: Natural Resources Conservation Service (NRCS)
Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08
I!
0 1.8 3.6 7.2
Miles
0 2.55 10
Kilometers
LEGEND
City Boundaries
Hydrologic Soil Groups
A Soils
B Soils
C Soils
D Soils
http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm
Project Site
1501
Soil Map—Orange County and Part of Riverside County, California Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/18/2025