HomeMy WebLinkAboutVOL_3_Appendix E
Appendices
Appendix E Phase I
General Plan Update and ASJociated Specific Plam EIR
The Planning Center
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Appendices
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Genmtl Plan Update and Associated SPecific Plans EIR
The Planning Center
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PHASE I
ENVIRONMENTAL
SITE ASSESSMENT
FOR:
ARROWHEAD
SPRINGS RESORT
~
prepared for:
AMERICAN
DEVELOPMENT
GROUP, INC.
Contact: Mr. Tom
Thornburgh, Owner
prepared by:
THE PLANNING
CENTER
Contact: Dr. Denise
Clendening, Project
Manager
MARCH 8, 2005
8 March 2005
Project No. ADG-01.01
American Development Group, Inc.
24600 Arrowhead Springs Road
San Bernardino, California 92414
Attention:
Mr. Tom Thornburgh
c:.\f\THE
>>.4( PLANNING
UV CENTER
Phase I Environmental Site Assessment Report
Arrowhead Springs Resort
24600 Arrowhead Springs Road
San Bernardino, California
Subject:
Dear Mr. Thornburgh:
Governmental Services
Plarmirtg & Urban Derign
Fnvit.onmental Studies
Landscape Architecture
1757 Euclid Avenue
Ontario, CA 91762
Phone: 909.988.4515
Fax: 909.983.7818
www.planningcenter.com
Enclosed please find one copy of the Phase I Environmental Site Assessment (Phase I) report for the
Arrowhead Springs Resort located in San Bernardino, California.
Sincerely yours,
THE PLANNING CENTER
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CL/(l
Denise Clendening, Ph.D., REA II 20130
Director of Site Assessment Services
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Susan M. June
Environmental Scientist
Enclosures
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Michael J. Watson
Geologist
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24600 Arrowhead Springs Road
San Bernardino, California 92414
Phone: iJ09.875.1400
1757 South Euclid Avenue
Ontario, California 91762
Phone: 909.988.4515
E-3
PHASE I
ENVIRONMENTAL
SITE ASSESSMENT
FOR:
ARROWHEAD
SPRINGS RESORT
~
IlI"ejlrtrl?d (or:
AMERICAN
DEVELOPMENT
GROUP, INC.
Contact: Mr. Tom
Thornburgh, Owner
preptned hy:
THE PLANNING
CENTER
Contact: Dr, Denise
Clendening, Project
Manager
ADG-01.01
MARCH 22, 2005
T able of Contents
Section
Paqe
EXECUTIVE SUM MARy................................. .............. ............... ........... ............................ ...... III
1.1 RECOGNIZED ENVIRONMENTAL CONDITIONS ................................................................. iii
1.2 HISTORICAL RECS AND KNOWN OR SUSPECT ENVIRONMENTAL CONDITIONS........... iv
1.3 SUMMARy...... ..... .......... ....... ....... ..... ......... .............. ........__... ... ... ........... ....... ........... ............. IV
SECTION 2.1 NTRODUCTION .......... .... .......................................... .......... ........ .................... ..... 1
2.1 Purpose......... .......... ....... ... ............... ......... .............. ........................ ..____........,............. ........... 1
2.2 Site Identification.. ....... .............. .... ................. .__.'" ................... ............. ........... ...... ............... 1
2.3 Detailed Scope of Services ....... .... ........... ............. .................... ................ ................. ...... __.... 2
2.4 Non-Scope Considerations .......... ........... ......... __.. ........__...........__. ......,..... ...... ...... ....... ......... 2
2.5 Limitations. ....--..... ....... .................. ..... .... .................. .......... ..... ......... ............... ........ ............... 3
SECTION 3. SITE DESCRIPTION. ................................. ..................................... .......... .......... 13
3.1 Site Ownership and Location. ........ ... ................. ..no............... ......... ...... .......... ... .................. 13
3.2 Site and Vicinity Description ............................................................................................... 13
3.3 Physical Setting ....... ................ ............ ...................... .............__... ..__.... .... .......... ................. 14
SECTION 4. PREVIOUS REPORTS ........................................................................................ 17
SECTION 5. SITE HiSTORy................. ..................................................... .............................. 19
5.1 Past Usage of the Site...... ................... ........ ................................. ...... .............. .................... 19
5.2 Past Usage of Adjoining Properties ........__................__. .... ..... ... ..................................... 20
SECTION 6. ENVIRONMENTAL RECORDS REViEW............................................................ 23
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6.1 Standard Environmental Records Review................ ...................................23
6.2 Additional Environmental Records Review..........................................................................26
SECTION 7.SITE RECONNAISSANCE AND KEY PERSONNEL INTERVIEW(S} ................. 29
7.1 Current Use of the Property.......... ................. ... ............. ..... ............. ........... .... ................ ..... 29
7.2 Site Visit Observations ...... ........... ................ .................. ................. ............... ................. ..... 29
SECTION 8. FINDINGS AND CONCLUSIONS .......................................................................39
SECTION 9. CR EDENTIALS .... ................. ................ ............. ............ ................... ...... ............ 41
REFER E NCES........................................................................................................................... 1
Anowhetlll ~prmgs Resort
American Del1elojnnent Group, Inc. . P"tge 1
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Tctbte of Contents
List of Figures
FiQure
Figure 1
Figure 2
Figure 3
Figure 4
Paqe
Local Vicinity...... ....... ......... ........... .......... ....... ... ............ ................ ............. ... .... .... ........ .............. 5
Arrowhead Springs Location ...... .................. ....... ........ ................. ................ ..'.... ......... .............. 7
Existing Parcel Information .............. .......... ...... ........... ............ ................ .... ... ... ........ .... ...... ...... 9
Current and Historical SIte LayouL.......................................................................................... 11
Appendix A.
Appendix B.
Appendix C.
Appendix D.
Appendix E.
Appendix F.
List of Appendices
Historical Research Documentation
Environmental Database Search Report
Agency Records
Previous Reports
Site Photographs
Qualifications of Environmental Professionals
Petge ii . The Planning Cemer
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Executive Sumrnary
Executive Summary
The Planning Center has performed a Phase I Environmental Site Assessment (Phase I) of the
Arrowhead Springs Resort located at 24600 Arrowhead Springs Road in Arrowhead Springs, San
Bernardino County, California. The scope of work is described and conditioned by our proposal dated
February 3, 2005. As indicated in our proposal, this Phase I was performed in conformance with the
scope and limitations of the American Society for Testing and Materials (ASTM) E 1527-00 Standard
Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.
Exceptions to, or deletions from, this practice are described in Section 1 of this report. Our conclusions
are intended to help the user evaluate the "environmental risk" associated with the site, as defined in the
ASTM E 1527-00 Standard and discussed in the Introduction section of this report.
The subject site consists of approximately 556 acres of the approximately 1 ,916-acre Arrowhead Springs
Resort. A portion of the subject site is currently developed. American Development Group is proposing
to expand on the current resort and add commercial and residential areas to the site. The proposed
development contains various commercial buildings, a conference center and spa resort, an is-hole golf
course, and approximately 1,350 residential units. The site is located on Arrowhead Springs Road, east
of the intersection of Arrowhead Springs Road and Old Waterman Canyon Road.
RECOGNIZED ENVIRONMENTAL CONDITIONS
The goal of the ASTM E 1527-00 Standard practice is to identify Recognized Environmental COfld itions
(RECs), as defined in the Standard and in Section 1 of this report.
This assessment has revealed the following recognized environmental conditions in connection with the
property following the ASTM standard and DTSC recommended guidance for Phase I assessments.
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1. Waste oil was observed to be stored in (number) 55-gallon metal drums located on a paved area
near the maintenance buildings. Staining and leaking was observed in the vicinity of the waste
oil storage.
The Planning Center recommends the oil impacted materials be properly cleaned and disposed
of in accordance state and local. For future storage, the Planning Center recommends to
improve upon current housekeeping practices to minimize spills, and prevent pOSSible mitigation
of waste oil to the soil subsurface.
2. A small sanitary sewer treatment facility is located on the subject site. The sewage treatment
facility has a 300,000 gallon capacity and was built prior in approximately 1939. The treatment
facility consists of an Imhoff tank, trickling filter, clarifier, drying bed, and holding ponds. Solids
generated at the facifity are treated and then dried in the drying bed. The drying bed is a sand
filled drying bed. When the drying bed is full the treated solids (biosolids) are removed and tilled
into the hillsides.
Mr. Rod Garton reported that biosolid quantities have never been large enough to move more
than two, 2 1/2 yard backhoe buckets-full at any given time. Mr. Garton indicated that based on
the small amount of waste treated at the sewage facility, testing the quality of the biosolids or
monitoring for pollutants was never required. The sewage treatment facility was observed to be
handling a small volume of waste. However based on historical use of the hotel and aerial
photographs, it is likely the sewage treatment facility handled a larger volume of waste in the
past.
Based on the number of years the drying beds and sewage treatment facility have been in use, it
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Americmz Del.'dojJment Group, Inc. . Page 111
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Executive Sumrna17
is possible that metals have leached from the sludge and accumulated below the drying bed.
The Planning Center recommends soil samples be collected in the area surrounding the drying
beds and tested for elevated metal concentrations.
HISTORICAL RECS AND KNOWN OR SUSPECT ENVIRONMENTAL CONDITIONS
The ASTM E 1527-00 Standard also requires that historical RECs (HRECs) and other known or suspect
environmental conditions, as defined in the Standard and in Section 1 of this report are identified in the
Phase I.
This assessment has revealed the following HRECs in connection with the property as defined in the
Standard and in Section 1 of this report and DTSC recommended guidance for Phase I assessments.
1. The subject site is listed on the Federal ERNS (Emergency Response Notification System) list.
The Federal ERNS list is maintained by the National Response Center. Review of information
regarding the listing on the Natural Response Center website database revealed the listing was
due to a non-PCB transformer leak reported on December 29, 2003. According to the report, 20
gallons of oil material (non-PCB mineral) was released to water from two pole mounted
transformers due to mudslides. The material released was listed as Oil, MISC: Mineral (Non-
PCB). The report indicated that the leak was a single. isolated incident, the water supply was not
contaminated, and the release was secured.
2. Review of the Santa Ana Regional Water Quality Control Board (RWQCB) file on the subject site
revealed a sewage spill on the subject site on February 13, 1987. The sewage spill reportedly
happened at the sewer man hole near the cabana pool area The sewage flowed towards
Strawberry Creek, but did not reach the creek. Approximately 100,000 gallons of sewage was
spiHed. An inspector visited the area after the spill had been cleaned and noted that the area of
the spill was down a steep hill that did not appear to be visited often. The inspector did not
make any other comments regarding the spill.
3. There are six hIstorical underground storage tanks (USTs) located on the subject site. Review of
the San Bernardino County Fire Department CUPA files revealed that five USTs were removed
from the site on February 15, 1989. The remaining UST was approved to be abandoned in place
in July of 1989, however no documentation indicates the UST was filled. According to an
inspector at the San Bernardino County Fire Department, Hazardous Materials division, there are
currently no environmental concerns associated with the six historical USTs located at the
subject site.
SUMMARY
Based on the results of this asses::;rnent, two RECs, associated with the subject site were identified.
Spifled waste oil was observed near the maintenance buildings of the subject site The Planning Center
recommends having the oil impacted soils and materials be properly removed and disposed of in
accordance with all local. state, and federal regulations. Based on the age of the sewage treatment
facility it is possible that metals have leached and accumulated in the soil under and in areas
surrounding the drying beds. The Planning Center recommends a soil samples be collected and
analyzed for elevated concentrations of metals in the vicinity of the drying beds.
The remainder of this report contains additional information regarding the Phase I work performed, the
resulting findings summarized above, and limitations affecting this report.
Page h. . The Planning Center
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1 . Introduction
SECTION 1. INTRODUCTION
1.1 PURPOSE
This Phase I Environmental Site Assessment (Phase I) was performed in conformance with the scope
and limitations of the American Society for Testing and Materials (ASTM) E 1527-00 Standard. The
subject site is 556 acres in size and is currently developed. The American Development Group, Inc is
proposing the development of a mixed-use project located in the vicinity of the current historic resort in
Arrowhead Springs, San Bernardino County, California. The proposed development contains various
commercial buildings, a conference center and spa resort, an 18-hole golf course, and approximately
1,350 residential units. The site is located on Arrowhead Springs Road, east of the intersection of
Arrowhead Springs Road and Old Waterman Canyon Road (Figure 1).
The purpose of this assessment was to evaluate site history, existing observable conditions. current site
use, and current and historic uses of surrounding properties to identify the potential presence of
Recognized Environmental Conditions (RECs) in connection with the subject site. RECs are defined by
ASTM as "the presence or likely presence of any hazardous substances or petroleum products on a
property under conditions that indicate an existing release, a past release, or a material threat of a
release of any hazardous substances or petroleum products into structures on a property or into the
ground, groundwater, or surface water of the property. The term includes hazardous substances or
petroleum products even under conditions in compliance with laws. The term is not intended to include
de minimis conditions that generally do not present a material risk of harm to public health or the
environment and that generally would not be the subject of an enforcement action if brought to the
attention of appropriate governmental agencies. Conditions determined to be de minimis are not
recognized environmental conditions."
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In addition, the Standard requires that historical RECs (HRECs) and known or suspect environmental
conditions are identified in the Phase I report. Trle standard defines historical RECs as environmental
conditions "which in the past would have been considered a recognized environmental condition, but
which mayor may not be considered a recognized environmental condition currentjy" The term "known
or suspect environmental condition" is not specifically defined in the standard. but is used by The
Planning Center, Inc (The Planning Center) to highlight environmentally-related information that is not
anticipated to adversely affect the subject site and/or does not rise to lhe level of an REC.
Our c.:onclusions are intended to help the user evaluate the "environmental risk'" associated with the site,
defined by ASTM as "a risk which can have a material environmental or environmentally-driven financial
impact on the business associated with the current or planned use of a parcel of commercial real estate.
Consideration of environmental risk issues may involve addressing one or more non-scope
considerations. "
1.2 SITE /DENT/FICA TION
The 556-acre project site is located within Arrowhead Springs, San Bernardino County, California The
project site IS generally located on Arrowhead Springs Road, east of the intersection of Old Waterman
Canyon Road Arrowhead Springs Road (Figure 2). The site is located northeast of the 1-215 and north of
CA-30. The project site street address is 2600 Arrowhead Springs Road and encompasses twenty
parcels inc.:luding Assessor's Parcel Numbers (APN) 0270~021-03, 0270-081-11, 0270-071-06, 0270-071-
02, 0270-081-02, 0270-061-12, 0270-071-07, 0270-071-03, 0270-071-04, 0270-081-03, 0270-081-04,
0270-101-02, 0270-101-12, 0270-101-13, 0270-092-01, 0270-092-02, 0270-092-03, 0270-111-03, 0270-
111-08, and 0155-182-15.
Al"rowhe,ul j'prings Reso.'!
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1 . Introduction
1.3 DETAILED SCOPE OF SERVICES
The Planning Center performed the following detailed scope of services to complete our Phase I
assessment
1. Visual observations of site conditions, and of abutting property use, to evaluate the nature and
type of activities that have been or are being conducted at and adjacent to the site, in terms of
the potential for release or threat of release of hazardous substances or petroleum products.
2. Review of federal and state environmental database information within the ASTM- specified radii
from the subject property using a database service to access records. Use of 7.5-minute
topographic maps to evaluate the site's physical setting.
3. Review of federal and state environmental files pertaining to the subject site and nearby sites
with the potential to impact the subject site.
4. Review of previous reports (if any) prepared for the subject site.
5. Review of the following sources of historical use information:
. Aerial Photographs
. Historical Topographic Maps
6. Contacts with state and local agencies regarding the site and surrounding properties and
structures.
7. Interviews with the Key Site Manager and property tenant representatives (if any).
8. Interpretation of information and data assembled as a result of the above work tasks, and
formulation of conclusions regarding the potential presence and impact of RECs as defined by
the ASTM E 1527-00 Standard.
1.4 NON-SCOPE C ONSID ERA TIONS
The ASTM E 1527-00 Standard includes the following list of "additional issues" that are non-scope
considerations outside of the scope of the ASTM Phase I practice: Asbestos-Containing Materials,
Radon, Lead-Based Paint, Lead in Drinking Water, Wetlands, Regulatory Compliance, Cultural and
Historic Risks, Industrial Hygiene, Health and Safety, Ecological Resources, Endangered Species, Indoor
Air Quality, and High Voltage Power Lines. The additional issues included in this Phase I include the
following:
A review of agency records to identify high-pressure gas lines and fuel transmission lines in the
vicinity of the subject property;
A review of geological references for the presence of naturally occurring asbestos;
· Prior usage of subject property for agricultural purposes, mining activities, illegal drug manufacturing
and disposal, and U.S. Government ownership; and
Page 2 · The Planning Center
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1 . I ntrodttction
· The possibility of asbestos-containing materials and lead-based paint used in building construction.
1.5 EXCEPTIONS AND DEVIATIONS
1.5.1 Exceptions
The Planning Center has completed this assessment in substantial conformance with
ASTM E 1527-00. In our opinion, there were no exceptions made to the ASTM work scope.
1.5.2 Deviations
The Planning Center completed this assessment in substantial conformance with the
ASTM E 1527-00 Standard. In our opinion there were no deviations and deletions made from the
ASTM work scope in completing this Phase I.
1.6 LIMITATIONS
Our work for this project was performed generally consistent with the ASTM E 1527-00 Standard for
Phase I Environmental Site Assessments. Several organizations other than ASTM, such as professional
associations (e.g. ASFE and AGWSE) have also developed "guidelines" or "standards" for
environmental site assess ments. The Phase I presented herein is consistent with the ASTM E 1527-00
Standard, which may vary from the specific "guidelines" or "standards" required by other organizations.
This Report was prepared pursuant to an Agreement dated February 3, 2005 between the American
Development Group and The Planning Center. All uses of this Report are subject to, and deemed
acceptance of, the conditions and restrictions contained in the Agreement. The observations and
conclusions described in this Report are based solely on the Scope of Services provided pursuant to the
Agreement. The Planning Center has not pertormed any additional observations, investigations, studies
or other testing not specified in the Agreement. The Planning Center shall not be liable for the existence
of any condition the discovery of which would have required the performance of services not authorized
under the Agreement.
~
This Report is prepared for the exclusive use of the American Development Group in connection with the
proposed Arrowhead Springs Resort. There are no intended beneficiaries other than the American
Development Group. The Planning Center shall owe no duty whatsoever to any other person or entity
on account of the Agreement or the Report. Use of this Report by any person or entity other than the
American Development Group any purpose whatsoever is expreSSly forbidden unless such other person
or entity obtains written authorization from the American Development Group and from The Planning
Center. Use of this Report uy such other person or entity without the written authorization of the
American Development Group and The Planning Center shall be at such other person's or entity's sole
risk, and shall be without legal exposure or liability tu The Planning Center,
Use of this Report by any person or entity, including by the American Development Group, for a purpose
other than the proposed Arrowhead Springs Resort Mixed Use Project Site is expressly prohibited unless
such person or entity obtains written authorization from The Planning Center indicating that the Report is
adequate for such other use. Use of this Report by any person or entity for such other purpose without
written authorization by The Planning Center shall be at such person's or entity's sole risk and shall be
without legal exposure or liability to The Planning Center
This Report reflects site conditions observed and described by records available to The Planning Center
as of the date of report preparation. The passage of time may result in significant changes in site
conditions, technology, or economic conditions, which could alter the findings and/or recommendations
Arrowhead Sprmr,J [{nor!
AmeriCttn Del1elojJment Group, Inc. · Page 3
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1. Int1.odtiction
of the report Accordingly, the American Development Group and any other party to whom the report is
provided recognize and agree that The Planning Center shall bear no liahility for deviations from
observed conditions or available records after the time of report preparation,
Use of this Report by any person or entity in violation of the restrictions expressed in this Report shall be
deemed and accepted by the user as conclusive evidence that such use and the reliance placed on this
Report, or any portions thereof, is unreasonable, and that the user accepts full and exclusive
responsibility and liability for any losses, damages or other liability which may result.
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1, Introduction
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1 . Introduction
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1. Introduction
Arrowhead Springs Location
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1. Introduction
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Petge 12 . The Planning Center
I). \ .J P{~'-I! J 1)1- i?ejJ(.'! t.' 1~1."\f"'J",
Mal"Ch 05
E-19
2. Site Descrzption
SECTION 2. SITE DESCRIPTION
2.1 SITE OWNERSHIP AND LOGA TION
2.1.1 Name of Site Owner
American Development Group, Inc
24600 Arrowhead Springs Road
Arrowhead Springs, San Bernardino County, California
2.1.2 Name of Site Operator
The project site is currently developed with the Arrowhead Springs Resort operated by Campus
Crusade for Christ, lnternational. The resort currently consists of approximately 34 buildings
including a hotel, an auditorium, a chapel, dormitories, a pool and cabanas, residential
bungalows, office buildings, and maintenance buildings. However, only the office, maintenance,
and select bungalow buildings are currently utilized.
2.1.3 Site Location Map
The United States Geological Survey (USGS) topographic map for the site is the San Bernardino
North, California Quadrangle. The USGS topographic map was used as the source for site
setting information. The site is located in San Bernardino County at 34.1867" north latitude and
117.26170 west longitude.
2.2
SITE AND VICINITY DESCRIPTION
~
The historic Arrowhead Springs Hotel and surrounding properties are planned for development through
a Specific Plan to be processed through the City of San Bernardino as a policy document or regulatory
document fur the City to use as a guide for the development. The Arrowhead Springs Hotel and
surrounding land is under ownership of the Campus Crusade for Christ. This hotel and properties was
once the headquarters of the Campus Crusade for Christ prior to relocating to Florida.
The water resources of the area include hot and cold springs, surface streams and yrouncJwater. The hot
springs known to the mission fathers as "Aqua Caliente" (hot water) and was to be believed to have
healing qualities In 1857, Dr. David Noble Smith along with John Brown developed the springs and
created the Spa at Arrowhead Springs in 1863 also known as a Hygienic Sanitarium.
The first Arrowhead Hotel was built by David Noble Smith around 1868, and Messrs. Darby and Lyman of
Los Angeles, who had been leasing the Hotel from Dr. Smith, built the second Arrowhead Springs Hotel
in 1885. A third Arrowhead Springs Hotel was constructed in 1905, by San Bernardino businessman
Seth Marshall and he started bottling "Arrowhead Springs Water", actually water from Waterman Creek,
to supply customers in southern California and Arizona. In 1930. the water supply changed from
Waterman Creek to springs at the 5300-foot level in Strawberry Creek to upgrade the changing water
quality in Waterman Creek due to the development of homes nearby.
In 1939, a new concrete hotel was constructed and after a number of owner::;, it was sold to Campus
Crusade for Christ in 1962 and they still own the hotel and property at the present time.
/J i"mw!Je{.u! Sprmg.r Re.rort
P. ,I [)(, -IJl Ii}, Rd"",-:.',J!r,,,,~l.J~
Ameriwu Del1efo{Jment Group, Inc. . P,;,ge 13
E-20
2. Site DescriPtion
The naturally formed Arrowhead on the mountainside northerly of the hotel has withstood many fires and
in 1957, the United States National Forest Service designated the natural Arrowhead a "Landmark
Geological Area."
During the periods of the hotel ownerships and Campus Crusade for Christ, the water resources have
been expanded and restored and are in operation as of today.
· The subject site is approximately 556 acres in size. Figure 2 is a Site Plan and shows relevant site
features.
· The site is currently developed with approximately 34 buildings: one hotel, ten residential
bungalows, four dormitories, three maintenance buildings, two auditoriums, two office buildings, two
swimming pool cabanas, one lodge, one chapel, one guard house, and seven miscellaneous
buildings. However, the site has not been utilized as a resort for two years and only the office,
maintenance, and select bungalow buildings are currently utilized.
· The area in the vicinity of the subject property is generally characterized as natural, undeveloped
land.
· There are no residential uses immediately adjacent to the north, east, or west of the site. Existing
roadways and natural, undeveloped land separate the subject site from the nearest residential uses
to the north, east, and west. The southern end of the subject site lies adjacent to residential
properties; however the southern end of the subject site is not currently developed.
2.3 PHYSICAL SETTING
Subsurface explorations were not performed for this evaluation; therefore site geology and hydrology
were evaluated on the basis of readily-available public information or references, and/or based upon our
experience and understanding of subsurface conditions in the subject property area.
2.3.1 Topography
Tupographically, the site is hilly terrain that generally slopes to the south. Based on a review of
the USGS 7.5-minute Topographic Series, San Bernardino Nortl1, California Quadrangle Map
(USGS 1981), surface elevation of tile subject property ranges from approximately 1,480 feet to
2,400 feet above mean sea level (msl).
2.32 Geo/og;c Information
The site is located in the San Bernardino Mountains on the southern margin of the Transverse
Ranges Geomorphic Province. The San Bernardino Mountains subprovince of the Transverse
Ranges Geomorphic Province extends approximately 60 miles eastward from the San Andreas
Fault in the Cajon Pass area to the Pinto Mountain Fault west of Morongo Valley. The San
Bernardino Mountains are for the most part characterized by a subdued, plateau-like
topography, though Mount San Gorgonio, at 11,499 feet above msl. is the highest peak in
southern California (CSULB 2003). The site is located on late Quaternary to Holocene alluvium,
Cretaceous monzogranite, and Mesozoic to Proterozoic gneiss (Morton and Miller 2003).
Our review of available in-house literature indicates that the Mill Creek and San Andreas Faults
traverse the site, and portions of site, in the southern section, are located within an Alquist-Priolo
Earthquake Fault Zone (Hart and Bryant 1999). The principal seismic hazards that could affect
the site are surface rupture and ground shaking resulting from an earthquake oCGurring along
one of these active or potentially active faults. The San Andreas Fault, located on the southern
P?tge 14 - The PlannmK Genter
M"m!7 U5
I': i - j f)('-.(} j : J/I '~~/}'''.''\ \1 '{'o ,~I
E-21
2. Site Descrzption
portion of the site, is a known active fault. The Mill Creek Fault, located in the central, developed
portion of the site, is a potentially active fault. It is currently understood that the Mill Creek Fault
was the active trace of the San Andreas Fault until the late Quaternary, when the current strand
of the San Andreas became the preferred zone of displacement (Jennings 1994). The trace of
the Mill Creek Fault tends to correlate well with the location of the various hot springs on the site.
Other known regional active and potentially active faults that could produce significant ground
shaking at the site include the San Jacinto and Cleghorn Faults, located approximately 4.8 and 6
miles, respectively, from the site.
According to the California Division of Mines and Geology (CDMG), no naturally-occurring
serpentine rock or rock formations that may contain a significant quantity of asbestos are located
in the site vicinity (CDMG 2000).
2.3.3 Ground Water and Surface Water Information
Based on surface topography, surface water at the site generally flows to the south. Also based
on topography, regional groundwater flow is anticipated to be to the south. East Twin Creek, the
main creek on the site that flows out of Coldwater Canyon, 1S also fed by Strawberry Creek and
Hot Canyon Creek. Also, Waterman Canyon Creek is located on the western portion of the site.
Hydrogeologic investigations were not performed on the site for this investigation; therefore, it is
unknown to what extent localized variations in groundwater presence and flow occur on the site.
According to the Flood Insurance Rate Map (FIRM) for the site, the developed areas of the
subject site are not located within a 1 aD-year floodplain. However, the local creeks that run
through the site are located within a 1 OO-year floodplain. The site is serviced by Arrowhead
Water and Power, which provides potable water to the community of Arrowhead Springs. There
are no monituring wells located on the property. However, there are nine active pumping wells
on the property. Four of the wells are freshwater, cold wells, two are hydrothermal, hot wells,
and the remaining three are used to supplement irrigation and fire suppression as needed. All of
the water for the site is from onslte wells.
~
A )Towhead ,\fJringJ Re.)!))"!
p '_ct Do:.,.() i I~i\ 1';:'i''''c,<,PI ,,,d,li'_
Americ(~l1 VelielolJmen! GroulJ, InL . Page 15
E-22
2. Site Description
This page intentionally left blank
Page 10 . The PLmnlng Center
IJ:',1 fJC--i I r . O(\k,'p",'! \ I {Jlr<1 L; I.ci,,,.
Marrh 05
E-23
3. PreviouJ RejJorts
SECTION 3. PREVIOUS REPORTS
The following reports were reviewed for this assessment:
· 2400V Primary Electrical Distribution System prepared by Power Engineering Services
Incorporated for Campus Crusade for Christ dated January 25, 1984. Review of the report
indicated that individual capacitors located on the subject site were filled with Polychlorinated
Biphenyls (PCB). Power Engineering Services Incorporated recommended the PCB filled
capacitors be replaced with non-PCB filled units.
· Building Inspection and Bulk Sampling Report prepared by Crawford & Co. for Campus Crusade
for Christ, International dated June 12, 1991. Review of the report revealed that an asbestos
containing material (ACM) survey was conducted on May 20-24, 1991 for the Hotel, the Village
Auditorium, the Hacienda, the Spring house and one Bungalow Building. The Bulk ACM survey
found ACM in the Hotel, Village Auditorium, Hacienda, and Spring house. Crawford & Co.
recommended all damaged ACM be replaced, warning signs be posted on all ACM, and to
develop and implement an ACM Operations and Maintenance (O&M) Plan for the buildings.
· Archaeological Survey for the Arrowhead Springs Project, San Bernardino County, California
prepared by SWCA Environmental Consultants for The Planning Center dated January 2005.
Review of the report reveled that the subject site has been occupied since approximately 1850.
The subject site has been used small for logging operations, three different hospitals, and four
different hotels.
SWCA indicated there are three possible historic trash pits and one historic incinerator located
on the subject site based on their investigation and previous research done on the site. One site
is reported to have been a short-term or single depositional episode occurring around 1920 to
1925. Items found near the site were representative of household trash. The location of this site
was not mentioned in the SWCA report Another site consists of a chimney and foundation of a
historic incinerator and an associated trash pit. This location is believed to represent deposition
between 1930 and 1945 and contains hotel wares, beverage containers, condiment jars and
serving pieces. The chimney and foundation of the incinerator are still intact; however the area
of the associated trash pit has been impacted by clean-up from recent fires. This area is located
suuthwest of the current hotel location. The third site contained trash deposits from
approximately the 1940s to the 1960s. The area that was examined was a portion of the trash pit
located within the Metropolitan Inland Feeder Project Working Limits, but a denser concentration
of trash is believed to exist outside of and south of the area tested
~
Copies of portions of the reports reviewed are included in Appendix D.
An"owhe"ld SfiringJ ReJort
J!. ..'If)(;-o(,or,N,'p"'I., PI',nd,d,
Ameri.'an Developrmmt Groul}, Inc. . P"lge ] 7
E-24
3. PreviouJ Reports
This page intentionally left blank
Page I8 " The Planning Center
p:', ,11)(, ili ,1,ltJ~'l'-',I" \ l'hn~f."IJ'L
March () 5
E-25
4. Site History
SECTION 4. SITE HISTORY
4.1 PAST USAGE OF THE SITE
Past usage of the site was assessed through a review of historical aerial photographs, historical
topographic maps, previous reports, a 1931 county survey map, and a 1950 fire insurance rnap. Copies
of historical references reviewed are included in Appendix A.
According to 1931 county survey map, historical aerial photographs, and topographic maps, the area of
the site currently developed has been developed since at least 1901. and small portions of the site were
used for agricultural purposes (orchards and row crops) until at least 1938.
4.1.1 Aerial Photographs
Aerial photographs covering the entire area of the site were not available from Geo-Search.
However, aerial photographs covering the developed areas were obtained from Geo-Search for
the years 1938, 1953, 1968, 1980, 1994, and 2002 and were reviewed for the developed portion
of the subject site. Copies of the aerial photographs are included in Appendix A.
. 1938 ~ Small areas at the site appear to be used for agricultural purposes (orchards and
row crops). The site was improved with a hotel building, approximately five of the
current bungalow buildings, and various small structures. The remainder of the site
appears to consist of vacant, undeveloped land, various unpaved roadways, and
streams.
. 1953 Areas of the site previously used for agricultural purposes appear to have been
cleared and are no longer used for agricultural purposes. The subject site was
developed with various structures including the current hotel, the current auditorium,
some of the current maintenance buildings, the sewage treatment facility. and the
current swimming pool and cabanas. The remainder of the site appears relatively
unchanged in comparison to the 1938 aerial photograph.
~
. 1968 - The subject site was developed with the current dormitories and lodge,
amphitheater, office buildings, and the sewage treatment plant. Six evaporation
ponds associated with the sewage treatment plant can be seen near the sewage
treatment plant and office buildings. The remainder of the subject site appears
relatively unchanged in comparison to the 1953 aerial photograph.
. 1980 - The subject site appears relatively unchanged in comparison to the 1968 aerial
photograph.
. 1994 - The subject site appears relatively unchanged in comparison to the 1968 aerial
photograph.
. 2002 - The subject site was developed with a soccer field. The remajnder of the subject site
appears relatively unchanged,
4.1.2 Historical Topographic Maps
Historical Topographic Maps were obtained from Environmental Data Resources (EDR) of
Milford, Connecticut for the years 1901, 1954, 1967, 1967 (photorevised in 1973), 1967
(photorevised in 1980),1967 (photorevised in 1988), and 1996. Copies of the historical
/1 fraU/heed Springs Resort
(J., /1 f)(, -0 r.J InU'/IC!/'f .''i/J/1,J ,d.do,
E-26
American DevelojJtflent Group, 111f. . PCl,~e 19
4. Site History
topographic maps are included in Appendix A.
. 1901 - The subject site is depicted by two buildings on the 1901 topographic map.
. 1954 - The subject site is depicted as a hotel and many buildings. A cemetery is depicted
northeast of the current hotel location. Water tanks are depicted in the location of
the current sewage disposal site.
. 1967 The subject site is depicted as a hotel and other buildings. Roads on the resort are
depicted in their current location. The sewage disposal site is depicted in its current
location.
. 1967 (photorevised 1973) - The subject site is depicted as a hotel and other buildings. The
office buildings. Lake Vonette, and the village are depicted in their current locations.
· 1967 (photorevised 1988) - The subject site appears relatively unchanged in comparison to
the 1967, photorevised in 1973, historical topographic map.
. 1996 - The subject site appears relatively unchanged in comparison to the 1967,
photorevised in 1988, topographic map.
4.1.3 Prior Agricultural Use
Based on a review of aerial photographs, small areas of the site consisted of orchards and row crops
until at least 1938. The agricultural areas were cleared and no longer used for agricultural purposes
prior to 1953. Based on the age of the agricultural usage of the site, the potential for residual pesticides
to be present at levels of concern is not likely
4.1.4 Mines
Based un the review of historical sources (aerial photographs) and the database search report, there is
no evidence to indicate that the site was ever utilized for mining operations.
4.1.5 Illegal Drug Manufacturing
The proposed site was not identified by the California Hazardous Material Incident Report System
(CHMIRS) which is maintained by the California Office of Emergency Services and contains information
regarding hazardous material incidents such as accidental releases or spills Drug-related waste was not
observed on the site during the site inspection.
4.1.6 Prior U.S. Government Ownership
According to Mr. Rod Garton, during and following WWll, the hotel and grounds were used by the Navy
as a hospital. There are no indications that the property was owned by the U.S. Government or utilized
for military operations other than during those years.
4.2 PAST USAGE OF ADJOINING PROPERTIES
Based on review of historical aerial photographs, the adjoining properties consist of undeveloped,
natural land.
Page 20 . The PLmlling Center
p '",,1 f)(,-o,'.()r\r~~Ji{;I! 1'J'I'd>d,d"i
March () 5
E-27
4. Site Hirtory
4.2.1 Aerial Photographs
Aerial photographs for the site, obtained from Geo-Search, dated 1938, 1953, 1968, 1980, 1994,
and 2002 were reviewed for the adjoining properties and are included in Appendix A.
. 1938 The north and east adjoining properties appear to consist of undeveloped, natural
land. Local roadways appear to the north and east. The west and south adjoining
properties are not shown on the 1938 aerial photograph.
. 1953 - No major changes to the north and east adjoining properties were observed in
comparison to the 1938 aerial photograph. The west and south adjoining properties
are not shown on the 1953 aerial photograph.
. 1968 - No local roadways appear to the east. No other major changes to the north and east
adjoining properties were observed in comparison to the 1953 aerial photograph.
The west and south adjoining properties are not shown on the 1968 aerial
photograph.
. 1980 - No local roadways were observed to the north. No other major changes to the north
and east adjoining properties were observed in comparison to the 1968 aerial
photograph. The west and south adjoining properties are not shown on the 1980
aerial photograph.
· 1994 ~ The east adjoining property was developed with one structure. No major changes to
the north adjoining property were observed in comparison to the 1980 aerial
photograph. The west and south adjoining properties are not shown on the 1994
aerial photograph.
~
. 2002 - No major changes to the north and east adjoining properties were observed in
comparison to the 1994 aerial photograph. The west and south adjoining properties
are not shown on the 2002 aerial photograph.
4.2.2 Historical Topographic Maps
Historical Topographic Maps were obtained from Environmental Data Resources (EDR} of
Milford, Connecticut for the years 1901, 1954, 1967, 1967 (photorevised in 1973}, 1967
(photorevised in 1980),1967 (photorevised in 1988), and 1996. Copies of the historical
topographic maps are included in Appendix A.
. 1901 - The north, east, and west adjoining properties were not depicted on the 1901
topographic map. The south adjoining property was depicted as lightly developed
with single-family residential-type buildings.
. 1954 The north, east, and west adjoining properties were not depicted on the 1954
topographic map The south adjoining property was depicted as agricultural land.
· 1967 The north, east, and west adjoining properties are not depicted on the 1967
topographic map. The south adjoining property was depicted with single-family
residential-type buildings.
. 1967 (photorevised 1973) No major changes to the adjoining properties were revealed in
comparison to the 1 967 topographic map.
Arrowbead Springs Re.wrt
1','\/1/)(; (/l,!!j':RfJ?lwa\!}h,.Ief dt}e
Ame'l'iwn De'lJelopmazt Group, In.. . Page 21
E-28
4. Sjte History
. 1967 (photorevised 1988) - No major changes to the adjoining properties were revealed in
comparison to the 1967 (photorevised 1973) topographic map.
. 1996 - No major changes to the adjoining properties were revealed in comparison to the
1967 (photorevised 1988) topographic map.
Page 22 . The Planning Center
e'\.'l[)l;-I)!.:J/'''',p''r''".P/''iIC.I..-i''1
March 05
E-29
5. Environrnental Records Review
SECTION 5. ENVIRONMENTAL RECORDS REVIEW
5.1 STANDARD ENVIRONMENTAL RECORDS REVIEW
The Planning Center utilized the electronic database service Environmental Database Resources (EDR)
to complete the environmental records review. The database search was used to identify properties that
may be listed in the referenced Agency records, located within the ASTM-specified search radii. Due to
the large area of the subject site, the search distances were increased by 'I? mile as indicated below:
. NPL sites: .... ............................ .............. ...... .................................................1.5 mile
. CERClIS sites:....... ............ ............ ..... ................... ............ .............. ...............1 mile
. CERCLlS NFRAP sites................................................................ Site and Adjoining
. Federal ERNS: ... ................................................................................ Site only
. RCRA non-CORRACTS TSD facilities: ...........................................................1 mile
. RCRA CORRACTS TSD facilities: ................................................................1.5 mile
. RCRA Generators: ..........................................................................Site & Adjoining
. State Hazardous Waste Sites: ....................................................................1.5 mile
. Registered Underground Storage Tanks: ................ ...............Site & Adjoining
. State Landfills and Solid Waste Disposal Sites: ........................................... 1 mile
. State Leaking Underground Storage Tanks:........................................1 mile
~
A review of selected regulatory agency databases for documented environmental concerns on the site,
or in close proximity to the site, was conducted by EDR (a copy of the EDR Report dated February 1.
2005 is included in Appendix B). The subject property was identified on the ERNS database. Following
is a summary of information provided for each of the above-listed databases.
5.1.1 NPL Sites
The National Priorities List (NPL) is a list of contaminated sites that are conSidered the highest
priority for clean-up by the EPA.
The subject site is not listed on the NFL List.
The databa;';L; sl:arch did not identify any NPL sites within a on13- and one-half-mile radius of
the subject site.
5.1.2 CERCLlS Sites
The Comprehensive Environmental Response, Compensation, and Liability Act Information
System (CERCLlS) list identifies sites which are suspected to have contamination and require
additional investigation to assess if they should be considered for inclusion on the NPL.
· The subject site is not listed on the CERCLlS List.
· The database search did not identify any CERCLlS sites within a one-mile radius of the
subject site.
Arrowhe.1d Sjl/'irtgJ ReJlJ1'f
P:"/iDC ('i,liJ'f?/'J!.,n'-'.[>/;.l\,'i,I"~
American TJefJelopment Gt'Ottp, Inc. . Pdge 23
E-30
5. Environmental Records Revietu
5.1.3 CERCLlS-NFRAP Sites
CERCLlS-NFRAP status indicates that a site was once on the CERCUS List but has No Further
Response Actions Planned (NFRAP). Sites on the CERCLlS-NFRAP List were removed from the
CERCLlS List in February 1995 because, after an initial investigation was performed, no
contamination was found, contamination was removed quickly, or the contamination was not
significant enough to warrant NPL status.
The subject site is not listed on the CERCLlS-NFRAP List.
· The database search did not identify any CERCLlS-NFRAP sites adjacent to the subject site.
5.1.4 Federal ERNS List
The Federal Emergency Response Notification System (ERNS) list tracks information on
reported releases of oil and hazardous materials.
· The subject site is listed on the Federal ERNS list. No information regarding the listing was
provided in the environmental database.
The Federal ERNS list is maintained by the National Response Center. Review of
information regarding the listing on the Natural Response Center website database revealed
the listing was due to a non-PCB transformer leak reported on December 29,2003.
According to the report, 20 gallons of oil material (non-PCB mineral) were released to water
from two pole mounted transformers due to mudslides. The material released was listed as
Oil, MISC: Mineral (Non-PCB). The report indicated that the leak was a single, isolated
incident, the water supply was not contaminated, and the release was secured.
5.1.5 RCRA Non-CORRACTS TSD Facilities
The Resource Conservation and Recovery Act (RCRA) non-CORRACTS TSD Facilities List tracks
facilities which treat, store, or dispose of hazardous waste and are not associated with corrective
action activity.
The subject site is not listed as a RCRA non-CORRACTS TSO facility.
· The database search did not identify any RCRA non-CORRACTS TSD facilities within a one-
mile radius of the subject site.
5.1.6 RCRA CORRACTS TSD Facilities
The RCRA CORRACTS TSD Facilities list catalogues facilities that treat, store, or dispose of
hazardous waste and have been associated with corrective action activity,
· The subject site is not listed as a RCRA CORRACTS TSO facility.
· The database search did not identify any RCRA CORRACTS TSD facilities within a one- and
one-half-mile radius of the subject site.
Page 24 . The Planning Center
(J: ./ll)(,,) I ,(/r H''P''''l-,',IJ/;,I,d..-!,,,
J'vlan'h U 5
E-31
5. Environmental Records Review
5.1.7 RCRA Generators
The RCRA Generator list is maintained by the EPA to track facilities that generate hazardous
waste.
· The subject site is not listed as a RCRA Hazardous Waste Generator.
. The database search did not identify any RCRA Hazardous Waste Generators sites adjacent
to the subject site,
5.1.8 State Sites and State Spill Sites
The Cal-Sites database, maintained by the DTSC, contains both known and potential hazardous
substance sites,
. The subject site is not listed as a State Site or State Spill Site.
. The database search did not identify State Sites and State Spill Sites within a ooe- and one-
half mile radius of the subject site.
5.1.9 Cortese List
The Cortese list database identifies hazardous waste sites selected for remedial action and
underground storage tank (UST) properties having a reportable release and is maintained by the
EPA/Office of Emergency Information.
. The subject site is not listed on the Cortese List.
~
. The database ::;earch did not identify Cortese sites within a within a one and one-half-mile
radius of the subject property.
5.1.10 Registered Underground Storage Tanks (USTs)
The State Water Resources Control Board's HaZi:lfdous Substance Storage Container Database
maintains a list of USTs regulated by the Resource Conservation and Recovery Act.
. The subject site is not listed on the registered UST list.
Further information regarding active and historical USTs at the subject site is discussed in
Section 5.2.2 of this report,
. The database search did not identify any registered USTs adjacent to the subject site.
5.1.11 State Landfills and Solid Waste Disposal Sites
The database search did not identify any State Landfills or Solid Waste Disposal Sites within a
one-half mile radius of the subject site.
5.1.12 State Leaking Underground Storage Tanks
The State Water Resources Control Board Leaking Underground Storage Tank Information
System contains an inventory of Leaking Underground Storage Tank (LUST) incident Reports.
Arr()wbe.tcl SjJrings l-?esort
II.-;,.I!)(; 01 O!;,Ri/JiIU :,pA,." I .{'.
American De1JtdoJnnent Group, 1m', · Pttge 25
E-32
5. Environmental Records Revietu
· The subject site is not listed on the LUST list.
· The database search did not identify any LUST facilities within a one-mile radius of the
subject site.
5.1.13 MINES
The Department of Labor, Mines Safety, and Health Administration maintains the Mines Master
Index File. The database is updated semi-annually.
· The subject site is not listed on the MINES list.
· The database search did not identify MINES sites adjacent to the subject site.
5.2 ADDITIONAL ENVIRONMENTAL RECORDS REVIEW
In conformance with ASTM inquiry was made with representatives of the agencies described below and
with the user of this Phase I.
5.2.1 Proximity to High-Pressure Gas Lines or Fuel Transmission Lines
The Underground Service Alert (USA) website was accessed on February 2, 2005, to request a
list of utility companies in the vicinity of the subject property that may operate transmission lines.
USA provided a list of seven companies, including the Southern California Gas Company
(SCGC) which provides gas services in the vicinity of the subject property. SCGC markers
indicating the locations of high pressured gas lines were observed on the subject site during the
site visit. (Appendix C).
5.2.2 San Bernardino County Fire Department CUPA
The Planning Center Contacted the County of San Bernardino Fire Department Certified Unified
Program Agency (CUPA) in person on February 23, 2005. Review of the subject site's file
revealed SIX underground storage tanks were removed or abandoned at the subject site in 1989.
Five USTs were removed under permit number 8B-73-88on February 1, 1989. Soil samples
were taken from soils in the vicinity of the USTs at the maintenance building and the ranger
station by Alms Services, Inc. The job inspection record indicates that the site will be final and
approved for backfill upon test results. Test results provided to the County of San Bernardino
Department of Environmental Health (DEH} dated March 9, 1989 were located in the file. A
closure letter was not included in the file, however based an interview with Mr Curtis Brundage,
of the San Bernardino County Fire Department Hazardous Materials Division, there are no
environmental concerns associated with the five tanks removed at the subject site.
The remaining historic UST is located adjacent to the current hotel. Research revealed plans to
fill this UST in place based on the proximity to the hotel foundation. Water was properly
removed from the tank and soil samples were taken in the vicinity of the UST. Based on the
samples collected, the DEH issued a letter, dated May 10, 1989, stating residual hydrocarbon
contamination near the hotel UST was not at a level to warrant further investigation. A letter
approving the closure of the hotel UST by filling in place was dated July 25, 1989. No
documentation indicating that the UST was filled is available in the files reviewed. According to
Mr. Brundage, although a closure letter cannot be issued based on the lack of documentation
that the UST was properly filled-in place, the area surrounding the site is not contaminated and
the UST does not represent an environmental concern at this time.
Page 26 · The Plannmg Center
P'"'.'-!f)(;-[J/OflRf/tlw!,',pl,,,,rI.j,x-
j\;lcmfJ () 5
E-33
5. Environmental Recordr Review
Two active USTs currently exist on the subject site. The USTs are operated under the current
permit numbers PT0011599 and PT0011600. The USTs were upgraded in 1998 and soils were
sampled in conjunction with the upgrades. A" no further investigation" letter was issued for the
active USTs on January 29, 1999, and an upgrade compliance certificate was issued on
February 3, 1999.
Copies of UST documentation obtained from the San Bernardino County Fire Department CUPA
are included in Appendix C.
5.2.3 Santa Ana Regional Water Quality Control Board
A file review was conducted at the Santa Ana Regional Water Quality Control Board (RWQCB) on
February 17. 2005. Files available for review date back to 1986. Review of the files revealed the
sewage treatment is regulated by Waste Discharge Requirements specified in Order No. 86-100.
Order No. 86-100 was adopted for the subject site on June 13, 1986. The facility operates under
Waste Discharger System (WDS) number 8 361003001. The facility had no violations recorded
in the file. The monitoring records reviewed indicated that the wastewater was repeatedly over
the permitted limit for total dissolved solids and hardness, and over the permitted limit for
sodium, sulfate, chloride, and fluoride on multiple occasions. No actions were taken regarding
the elevated concentrations. Mr. Norton noted that the permit levels were based on the use of
surface water, but the subject site is now using deep groundwater that is of poorer quality. Mr.
William Norton, inspector, indicated in the July 11, 2001 inspection report that it is very possible
that the elevated concentrations are caused from the change to a poorer quality water source.
Files revealed a sewage spill on the subject site on February 13, 1987. The sewage spill
reportedly happened at the sewer man hole near the cabana pool area. The sewage flowed
towards Strawberry Creek, but did not reach the creek Approximately 100,000 gallons of
sewage was spilled. An inspector visited the area after the spill was cleaned and noted that the
area of the spill was down a steep hill that did not appear to be visited often. The inspector did
not make any other comments regarding the spill.
~
Review of inspection reports indicated that sludge disposal has been a concern at least three
times since 1986. A figure dated 1986 indicating the location of the sewage treatment facilities
showed an area designated for sludge disposal between the holding ponds and the sewage
treatment plant. An Inspection Report dated September 22, 1997 indicated that a new treatment
plant operator was unaware of what to do with the sludge, and sludge was accumulating in the
drying bed. Prior to the change of hands, the sludge was mixed with saw dust and used in the
nearby field. In the comment section of both the 1998 and 2000 inspection reports, plant
operators were uncertain where the sludge would ultimately be placed.
5.2.4 San Bernardino County Department of Environmental Health
The Planning Center Contacted the San Bernardino County Department of Environmental Health
via telephone on February 7, 2005. According to Ms. Amy (no last name) a file search for the
subject site revealed no records.
5.2.5 User-Provided Information
Trle ASTM Standard requires disclosure in the Phase I report whether the user of the report has
specialized knowledge about previous ownership or uses of the property that may be material to
identifying RECs or HRECs, or whether the user has determined that the property's Title contains
environmental liens or other information related to environmental condition of the property,
including engineering and institutional controls and Activity and Use Limitations, as defined by
Arrou;beclri SjwmgJ ReJon
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Amer1,an Development Gmup, Inc. . P"zge 27
E-34
5. Environmental Records Review
ASTM. In addition, we are required by the ASTM Standard to inquire whether the user of the
report has prior knowledge that the price of the property has been reduced for environmentally-
related reasons.
The Planning Center was informed by Mr. Rod Garton, General Manager (GM) at Arrowhead
Springs Resort, and Mr. Tom Thornburgh, owner of American Development Group, that the
subject property was previously used as a hotel and resort. Mr. Garton informed the Planning
Center of six historical underground storage tanks (UST) and active USTs located on the subject
site. Mr. Thornburgh informed the Planning Center of the location ot historical end-ot-line
railroad tracks that were located on the property. The railroad tracks have been removed, and
the only remaining feature is a bench once utilized by passengers. Mr. Thornburgh was not
aware of any train maintenance occurring on site. The Planning Center was also informed of a
sewage treatment facility located on the subject site.
The Planning Center has not been informed by the user that there are liens or other information
about the environmental condition ot the property in the Title with the exception of a description
of the filled UST located on the subject site. In addition, the user has not indicated specialized
knowledge about previous ownership or uses of the property that may be material to identifying
RECs with the exception of the information provided above, and has not indicated that the price
of the property has been reduced for environmentally-related reasons.
Page 28 · The Plannmg Center
iHtWt!i () 5
IL,/tJ_il".IJ I ,I)", r"~I'"":.1.i~J,,,,LJ{f.!f,.
E-35
6. Site Reconnaissance and Key
Personnellnterview{s}
SECTION 6. SITE RECONNAISSANCE AND KEY PERSONNEL INTERVIEW(S)
A site visit to observe site conditions was conducted by Denise Clendening, Michael Watson, and Susan
June of The Planning Center on February 1, 2005. Dr. Clendening, Mr. Watson, and Ms. June were
accompanied by Mr. Thornburgh during the site visit. The Planning Center personnel observed the
exterior portions of the property, including the subject site boundaries. No weather-related conditions or
other conditions that would limit our ability to observe the site occurred during our site reconnaissance.
Interviews with Mr. Tom Thornburgh, owner of American Development Group, Mr. Ron Garton, GM-
Arrowhead Springs Resort, and Mr. Mike Grows, Attorney for American Development Group were
performed in conjunction with the site reconnaissance. The findings of the site visit and interviews are
discussed below. Site photographs are included in Appendix E.
ASTM Section 9.8 requires that, prior to the site visit, the current site owner or Key Site Manager and
user, if different from the current owner or Key Site Manager, be asked if there are any helpful documents
or information that can be made available for review. These consist of environmental site assessment
reports, audits, permits, tank registrations, Material Safety Data Sheets, Community Right-to-Know plans,
safety plans, hydrogeologic or geotechnical reports, or hazardous waste generator reports. The
Planning Center was provided with a site plan, a list of on site chemical storage, an invoice for the
inspection of the sewage treatment facility, compiled building data from "as builts", and permits for the
fuel dispensing pumps, pool, and two elevators.
6.1 CURRENT USE OF THE PROPERTY
~
The subject site consists of approximately 556 acres of the approximately 1 ,916-acre Arrowhead Springs
Resort property. The 556 acres include all developed land on the property. The subject site is currently
developed wittl approximately 34 buildings: one hotel, ten residential bungalows, four dormitories, three
maintenance buildings, two auditoriums, two office buildings, two swimming pool cabanas. one lodge,
one chapel, one guard house, and seven miscellaneous buildings. However, the resort has not been
used for approximately two years and only the office, maintenance, and select bungalow buildings are
currently utilized.
6.2 SITE V1StT OBSERVATIONS
6.2.1 General Description of Structures
The subject site is improved with 33 one-story buildings and one eight-story (including the
basement) hotel building. The total existing building area on the subject site is approximately
308,170 square feet.
6.2.2 Heating and Cooling System
The subject property is cooled by electricity and heated by geothermal steam and natural gas.
Electricity and Natural Gas are provided to the property by Arrowhead Water and Power.
6.2.3 Potable Water Supply and Sewage Disposal System or Septic Systems
Potable water and sewage disposal systems are provided to the site vicinity by Arrowhead Water
and Power. All water for the subject site is provided by onsite wells. The Arrowhead Water and
Power sewage treatment faCility is located on site.
An"owhe<td Springy ReJort
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E-36
Arnedam Developrm:nt Group, Ine . Pl-lge 29
6. Site Reconnaissance and Key
Personnellnterview(s)
Potable water is not expected to impact the subject site
The sewer treatment facility is further discussed in section 7.2.22 of this report.
6.2.4 Use of Petroleum Products and Hazardous Materials
Use of petroleum products or hazardous materials was not observed on the subject property
with the exception of the following:
. A fueling dispensing pump was observed near the maintenance buildings. The Planning
Center was provided with a copy of the permit for to operate and dispense fuel from the
fueling pumps issued by the South Coast Air Quality Management District (AQMD) dated
September 1, 2004.
· A parts washer was observed in one of the maintenance buildings.
The Planning Center was provided with a list of chemicals used on the subject property. The
chemicals are separated by area of use. No chemicals are listed for the hotel building because
the hotel is not currently used.
The following hazardous materials are used in the pool area:
· Sodium Bicarbonate Powder
Soda Ash Granules
Chlorine
Muriatic Acid
The following materials are used for grounds upkeep:
Fertil izer:
o Nitra King 22~3-9
Herbicides:
o Nor-AM Prograss
o KMG Bueno 6
· Insecticides:
o Ortho Bug-B-Gone Max
o Plate Chemical Co. Malathion 55 insecticide
Turf Fungiciues:
o WA Cleary Company Spotretef
o Fungicide -- Chipco Fungicide 26014
o Fungicide - Rohm HAAS FORE
Animal/Bird Repeliant:
o Burlington Scientific Corp., RoPel
The following materials are used in the maintenance area:
Polar 0 Diesel fuel treatment
Advance AntiFreeze and Coolant
Pro-line All Season Motor Oil
Page 30 · TiJe Plannmg erntel
!',-',AP(, 1},1 ,I :r,R~fi'il'l,'.j1.!'d,,'d.j,-,
Mdnh 05
E-37
6. Site Reconnaissance and Key
Personnellnterview(s}
· Costal 80W 70 Gear Oil
Use of the above mentioned hazardous materials and chemicals in moderation is not expected
to impact the subject site.
6.2.5 Storage of Petroleum Products and Hazardous Materials (Storage Tanks, Drums)
· Oil was observed to be stored in approximately five 55-gallon metal drums located on a
paved area near the maintenance buildings. Staining and leaking were observed on the
ground in areas surrounding the 55-gallon waste-oil drum.
The Planning Center recommends that oil impacted materials be cleaned and disposed of in
accordance to federal, state, and local regulations. For future storage, the Planning Center
recommends to improve upon current housekeeping practices to minimize spills, and
possible mitigation of waste oil to the soil subsurface.
· During the site visit The Planning Center observed fuel dispensing pumps at the site. The
Planning Center was provided with copies of current permits from the South Coast Air
Quality Management District (AQMD) to operate the gasoline dispensing pumps at the
subject site.
Copies of the permits are included in Appendix C.
· Two active USTs currently exist on the subject site, The USTs are operated under the
current permit numbers PT0011599 and PT0011600. The USTs were upgraded in 1998 and
soils were sampled in conjunction with the upgrades. A "no further investigation" letter was
issued for the active USTs on January 29, 1999, and an upgrade compliance certifiCate was
issued on February 3, 1999
~
Copies of the permits are included In Appendix C,
· Review of the San Bernardino County Fire Department Certified Unified Program Agency
(CUPA) files for the subject site revealed six underground storage tanks were removed or
abandoned in place at the subject site in 1989. Three of the tanks were previously used to
store gasoline, one was used to store waste oil, and one was used to store heating burner oil
for the hotel.
Five USTs were removed under permit number 88-73-88 on February 1, 1989. The UST
used to store heating burner oil was approved to be abandoned in place in July of 1989,
however no documentation indicates the UST was filled. No closure letters were located in
the file reviewed, however an interview with Mr. Curtis Brundage of the San Bernardino
County Fire Department, Hazardous Materials Department, no environmental concerns are
associated with the six historical USTs located at the subject site.
Copies of the historical UST documentation are included in Appendix C.
· Four to five drums of unknown contents were observed to be stored in various locations near
the maintenance buildings. The drums were located on a dirt surface. No staining or
leaking was observed in the vicinity of the drums.
A1T(}U'h~ad SpringJ Reran
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E-38
American Det'elopment Group, lIze. . Page 31
6. Site ReconnctisJance and Key
Pef'Sonnellnterview(s}
The Planning Center recommends the drums be stored in an area with a secondary
containment (such as a paved area) to prevent the possible mitigation of hazardous
substances to the soil subsurface should a leak or spill occur.
· The Planning Center Observed approximately 30, 1-gallon buckets of paint stored near the
maintenance buildings. The paint cans were located on an uncovered, open dirt area. The
location did not appear to be temporary storage. No leaking or staining was observed in the
vicinity of the paint cans.
The Planning Center recommends the paint cans be stored on a covered, paved surface to
prevent the pOSSible mitigation of paint to the soil surface should a leak or spill occur.
The Planning Center was provided with a list of chemicals stored on the subject property in
quantities greater than one~gallon. The chemicals are broken up by area of use.
Chemicals Stored in the Hotel Kitchen
Sanitizer
Q Ecolab, Quat 2.5 gallons
Q Ecolab, echo-fan -- 20 gallons
· Cleaners
o Ultrachem, Dynafoam 2 gallons
u Sisco, Bleach ~ 2 gallons
o Ecolab, Decarbonizer MXP - 3 gallons
Q Waxie, Limelite 6 gallons
u Butchers, general purpose cleaner - 2 gallons
o Butchers, glass cleaner ~ 4 gallons
o Butchers, Sundance neutral floor cleaner - 4 yallons
o Butchers, Spin-out - 2 gallons
o Butchers, Main stay floor finish 5 gallons
Detergents
Q Ecolab, Solitarie - 40 Ibs
Chemicals Stored in the Pool Area:
.
Sodium Bicarbonate Powder ~ 100lbs
Soda Ash Granules- 200lbs
Chlorine Bulk Liquid - 240 gallons
Inner Valley Pool, Chlorine 35 gallons
Inner Valley Pool, Muriatic acid - 31 gallons
.
.
The following materials are stored in the maintenance areas and are used for grounds upkeep:
The following materials are used for grounds upkeep:
Fertilizer:
o Nitra King 22-3-9 28, 50lb bags
· Herbicides:
o Nor-AM Proyrass - 3 gallons
o KMG Bueno 6 - 2.5 gallons
Pttge 32 .'j!Jf Planning Center
iVlanh 05
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E-39
6. Site Reconnaissance and Key
Personnellnterview(s)
· Insecticides:
o Ortho Bug-B-Gone Max - 10lbs
() Plate Chemical Co. Malathion 55 insecticide -- 3 gallons
· Turf Fungicides:
o WA Cleary Company Spotretef - 5 gallons
o Fungicide - Chipco Fungicide 26014 - 5 Ibs
o Fungicide - Rohm HAAS FORE - 5 Ibs
· Animal/Bird Repellant:
o Burlington Scientific Corp., RoPel -3 gallons
The following materials are stored and used in the maintenance area:
· Polar 0 Diesel fuel treatment - 2.5 gallons
· Advance AntiFreeze and Coolant - 6 gallons
· Pro-line All Season Motor Oil - 20 gallons
· Costal 80W 70 Gear Oil 2 gallons
According to ML Garton, the chemicals stored on site are properly stored. Mr. Garton was not
aware of historic leaks or spills regarding the chemical storage. Proper chemical storage is not
expected to impact the subject site.
6.2.6 Disposal of Petroleum Products and Hazardous Matarials
No evidence of disposal of Petroleum Products was observed at the subject site. However,
leaking and staining from waste oil drums were observed on site.
~
A fueling dispensing pump was observed near the maintenance buildings. According to
Mr. Garton the waste oil is removed by Safety-Kleen.
.
A parts washer was observed in one of the maintenance buildings. The Planning Center
was provided with an invoice indicating that Safety-Kleen removes the liquid from the
parts cleaner.
6.2.7 Hydraulic Elevators
Two hydraulic elevators are located in the Hotel Building. Neither elevator is currently llsed. The
Planning Center did not observe the hydraulic equipment associated with the elevators. Mr.
Garton was not aware of historic leaking or staining associated wit the hydraulic elevators. The
Planning Center was provided with expired elevator permits from when the elevators were in use
Based on the information provided, the hydraulic elevators are not expected to impact the
subject site.
Copies of the elevator permits are included in Appendix C.
6.2.8 Vehicle Maintenance Lifts
One vehicle maintenance lift was observed on the subject site. According to Mr. Garton the lift
has not been serviced since the early 19905. However, during the site inspection, a vehicle is on
the lift and is elevated off the ground surface Evidence of staining was observed in the vicinity
Arrowhead Springs ReYJrt
American DevelojJment Gl"OUP, 1111:. . PClge :;:;
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E-40
6. Site Reconnaissance and Key
Personnel Intervie1u(s)
of the vehicle maintenance lift. Mr. Garton was not aware of historic leaking or staining in the
vicinity of the vehicle maintenance lift.
6.2.9 Emergency Generators and Sprinkler System Pumps
No emergency generators or sprinkler system pumps were observed on the subject site. Mr.
Garton was not aware of emergency generators or sprinkler system pumps located on the
subject site,
6.2.10 Polychlorinated Biphenyls (PCBs) Associated with Electrical or Hydraulic Equipment
Various transformers were located at the subject site, No PCB labels were visible on the pad-
mounted transformers observed with the exception of one transformer. No staining or leaking
was observed in the vicinity of the transformers observed
Review of Power Engineering Services Incorporated's 2400V Primary Electrical Distribution
System report dated January 25, 1984 indicated capacitors located at the subject site contained
PCBs. Power Engineering Services Incorporated recommended replacing the old PCB-filled
capacitors with non-PCB filled ones, According to Mr. Garton the capacitors and transformers
were gradually switched from PCB filled to non.PCB filled and the transformer with the PCB label
is no longer used.
The Planning Center recommends the transformer with the PCB label be removed and disposed
of in accordance with federal, state, and local regulations.
6.2.11 Floor Drain and Sumps
No sump~ or floor drains were observed on the subject property.
6.2.12 Catch Basins
According to The Arrowhead Springs Infrastructure Preliminary Development Plans,
approximately 55 catch basins are located on the subject site.
Catch Basins are not expected to impact the subject site.
6.2.13 Dry Wells
No dry wells were observed on the subject property.
6.2.14 Pits, Ponds, Lagoons, and Pools of Liquid
The subject site has many water resources including natural hot springs, and surface waters.
Creeks located on the site include East Twin Creek, Strawberry Creek, Hot Canyon Creek, and
West Twin Creek are located on the site. Numerous hot springs are known to exist on the site,
and Lake Vonette, with an area of 32,670 square feet, is located on the site. Other pools of
liquids located on the site include the swimming pool, water reservoirs, and evaporation ponds
associated with the sewage treatment facility.
No pits or lagoons were observed on the site.
Pay,e 34 · '[he Planning Center
Manh () 5
V-\..-I[J(..IIJ ,'Jl\!c'~II'I!.f..l{'h",..l.rtlr
E-41
6. Site Reconnaissance and Key
Personnellnterview(s}
The water bodies located on the subject site are not expected to impact the subject site.
6.2.15 Odors
Mild odors typical of geothermal hot springs were observed in the immediate vicinity of the hot
springs.
6.2.16 Stains or Corrosion on Floors, Walls, or Ceilings
No staining or corrosion was observed in the subject buildings.
6.2.17 Stained Soil or Pavement
No stained soil or pavement was observed on the subject property with the exception of staining
associated with the waste oil storage drums and vehicle lift located near the maintenance
buildings.
6.2.18 Stressed Vegetation
No stressed vegetation from current or historic activities at the subject site was observed on the
subject site.
6.2.19 Solid Waste and Evidence of Waste Filling
Solid waste is contained in trash dumpsters located in a trash enclosure located on the subject
site. Solid waste generated at the site is removed by Jack's Disposal. No evidence of waste
filling was observed on the subject property.
~
Review of SWCA Environmental Consultant's Archaeological SUlvey for the Arrowhead Springs
Project, San Bernardino County, California dated January 2005 revealed historic trash pits and
incinerators located on the subject site. According to SWCA there are three possible historic
trash pits and one historic incinerator located on the subject site based on their investigation and
previous research done on the site. The chimney and foundation of the incinerator are still intact
however, the associated trash pit has been impacted. Ttle original size of the trash scatter was
4.3 x 2.9 meters but now appears to be 6 x 8 meters. One site is reported to have been a short-
term or single depositional episode occurring around 1920 to 1925. Items found near the site
were representative of household trash. The location of this site was not mentioned in the SWCA
report. Another site consists of a chimney and foundation of a historic incinerator and an
associated trash pit. This location is believed to represent deposition between 1930 and 1945
and contains hotel wares, beverage containers, condiment jars and serving pieces. The
chimney and foundation of the incinerator are still intact; however the area of the associated
trash pit has been impacted by clean-up from recent fires. This area is located southwest of the
current hotel location. The third site contained trash deposits from approximately the 19405 to
the 1960s. The area that was examined was a portion of the trash pit located within the
Metropolitan Inland Feeder Project Working Limits, but a denser concentration of trash is
believed to exist outside of and south of the area tested.
The trash areas reported appear to be old and isolated events, and do not represent areas of
environmental concern. The majority of the trash located on the site was most likely incinerated,
historically a common method of trash removal, and one small incinerated is known to exist on
the subject site. Ash from the trash incineration located in the vicinity of the known incinerator
Arl"uwhe"ul Sprmgl Rellil't
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Arneriit.m Dn'elopment Group, Inc. . Page 35
E-42
6. Site Reconnaissance and Key
Personnellnterview(s}
could be a potential environmental condition. Extended exposure to the ash material is not
recommended.
6.2.20 Wastewater and Stormwater Discharge
Treated wastewater from the sewage treatment facility is stored in holding ponds located on the
subject property. The treated water is then applied to the surrounding hillsides.
Wastewater is further discussed in section 7.222 of this report
Stormwater is expected to exit the subject site via overland flow to surrounding local streams
and percolate through undeveloped and landscaped areas.
Stormwater is not expected to impact the structures of the subject site.
6.2.21 Monitoring, Water Supply, or Irrigation Wells
No monitoring or irrigation wells are located on the subject property.
Water supply wells were observed on the subject property. According to the Arrowhead Springs
Infrastructure Preliminary Development Plans there are nine wells located on the subject site.
Four wells are cold-water wells, two wells are geothermal hot-water wells, and the remaining
three wells provide supplemental water for irrigation and fire suppression.
Wells located on the site are not expected to impact the subject site.
6.2.22 Sanitary Sewer and Septic Systems
Sanitary sewerage is discharged to the Arrowhead Water and Power Sanitation Sewer collection
system. The sewage treatment facility is located on the subject site. The sewage treatment
facility has a 300,000 gallon capacity and was built in approximately 1939. The treatment facility
consists of an Imhoff tank, trickling filter, clarifier, drying bed, and holding ponds. According to
Mr. Garton, after the sewage has run through the treatment process and has been treated with
chlorine, the solids are separated and dried in the sand-filled drying bed, and the treated liquids
are sent to holding ponds. The liquids in the holding ponds evaporate or are applied onto
vegetation along a green belt in the surrounding hills. When the drying beds are full, the treated
solids (biosolids) are removed and tilled into the hillsides. Mr. Garton reported that biosolid
quantities have never been large enough to move more than two, 2 V? yard backhoe buckets full
at any given time.
The sewage treatment facility was observed to be handling a small volume of waste. However
based on historical use of the hotel and aerial photographs, it is likely the sewage treatment
facility handled a larger volume of waste in the past when the hotel was in operation.
A file review was conducted at the Santa Ana Regional Water Quality Control Board (RWQCB).
Flies available for review date back to 1986. Review of the files revealed the sewage treatment is
regulated by Waste Discharge Requirements specified in Order No. 86.100. Order No. 86-100
was adopted for the subject site on June 13, 1986. The facility operates under Waste Discharger
System (WDS) number 8 361003001. The facility had no violations recorded in the file. The
monitoring records reviewed indicated that the wastewater was repeatedly over the permitted
P,zge 36 · The pf,mnmf. Center
!]",:IIJG'-iil ;)/I,f?rl}"rf,lflr.t'Ff..h,
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E-43
6. Site Reconnaissance and Key
PerJonnellnterview{s)
limit for total dissolved solids and hardness, and occasionally over the permitted limit for sodium,
sulfate, chloride, and fluoride. No actions were taken regarding the elevated concentrations. Mr.
Norton noted that the permit levels were based on the use of surface water, but the subject site
is now using deep groundwater that is of poorer quality. Mr. William Norton, inspector, indicated
in the July 11, 2001 inspection report that it is very possible that the elevated concentrations are
caused from the change to the poorer quality water source.
Review of the Santa Ana Regional Water Quality Control Board revealed a sewage spill on the
subject site on February 13, 1987. The sewage spill reportedly happened at the sewer man hole
near the cabana pool area. The sewage flowed towards Strawberry Creek, but did not reach the
creek. Approximately 100,000 gallons of sewage was spilled. An inspector visited the area after
the spiil was cleaned and noted that the area of the spill occurred down a steep hill that did not
appear to be visited otten. The inspector did not make any other comments regarding the spill.
Review of inspection reports indicated that sludge disposal has been a concern at least three
times since 1986. A figure dated 1986 indicating the location of the sewage treatment facilities
showed an area designated for sludge disposal between the holding ponds and the sewage
treatment plant. An Inspection Report dated September 22, 1997 indicated that a new treatment
plant operator was unaware of what to do with the sludge, and sludge wEis accumulating in the
drying bed. Prior to the change of hands, thee sludge was mixed with saw dust and used in the
nearby field. The 1998 inspection report comments indicated that there was uncertainty of where
the sludge would ultimately be disposed of. The inspection comments from the 2000 inspection
indicated that several piles of sludge were piled up on the west side of the sludge drying bed.
Inspector William Norton indicated that the operators had not decided what to do with the sludge
yet, and when they decided they should contact him to discuss their options.
~
Based on the number of years the drying beds and sewage treatment facility have been in use, it
is possible that metals have leached from the sludge and accumulated below the drying bed.
The Planning Center recommends soil samples be collected in the area surrounding the drying
beds and tested for elevated metal concentrations. Biosolids may be an environmental issue due
to the physical-chemical processes involved in the treatment; sludge tends to concentrate heavy
metals and poorly biodegradable trace organic compounds. Testing for metals is recommended
to assess if metals are accumulating from the disposal practice at the site.
6.2.23 Non-Scope Considerations
No high voltage power lines were observed within 1,500 feet of the subject property.
.
Railroad tracks were installed on the site in 1907. The tracks were originally used by the
San Bernardino Valley Traction Company and later by the Pacific Electric Railroad.
Passenger service to the line ended in 1932 and freight service ended in the 1960s.
Historic railroad tracks are not expected to impact the subject site
· No evidence of fill material was observed on the subject property. Review of the SWCA
Archaeological Survey tor the Arrowhead Springs Project, San Bernardino County,
California revealed there are three possible historic trash disposal areas located on the
subject site.
SWCA, indicated there are three possible historic trash pits and one historic incinerator
Anmuhe.~d Springl ReJIJI"t
P:\..I/>,....; 1)~.,(!f',N<'pl.."I,\\!./'",'d.,i,'(
Americ(Ul De1!eloj)me11.t G1'OUP, fnc. · Page 37
E-44
6. Site Reconnaissance and Key
Personnellnterview(s}
located on the subject site based on their investigation and previous research done on
the site. One site is reported to have been a short-term or single depositional episode
occurring around 1920 to 1925. Items found near the site were representative of
household trash. The location of this site was not mentioned in the SWCA report.
Another site consists of a chimney and foundation of a historic incinerator and an
associated trash pit. This location is believed to represent deposition between 1930 and
1945 and contains hotel wares, beverage containers, condiment jars and serving pieces.
The chimney and foundation of the incinerator are still intact; however the area of the
associated trash pit has been impacted by clean-up from recent fires. The third site
contained trash deposits from approximately the 1940s to the 1960s. The area that was
examined was a portion of the trash pit located within the Metropolitan Inland Feeder
Project Working Limits, but a denser concentration of trash is believed to exist outside of
and south of the area tested.
The trash areas reported appear to be old and isolated events, and are not expected to
impact the subject site The majority of the trash located on the site was most likely
incinerated, historically a common method of trash removal.
· Based on the date of construction of the buildings (between 1931 and 1968 with the
exception of the Creekside Lodge built in 1983 and Bungalow built in 1982) it is likely
that lead based paint (LBP) was used during the construction of the buildings located on
the subject site. Based on the cornmercial uses of the buildillgs, and non-long term
residential uses, LBP is not expected to impact the subject site.
· Baseu on the date of construction of the buildings (between 1931 and 1983), and
previous sampling results, it is likely that asbestos containing materials (ACM) was used
during the construction of the subject buildings.
Review of Bulk Inspection and Bulk Sampling Report by Crawford & Co./FPE dated June
12, 1991 revealed that an ACM bulk survey was conducted on May 20-24, 1991 for the
Hotel, the Village Auditorium, the Hacienda, tt1e Spring house, and a Bungalow. The
survey found ACM in the Hotel, Village Auditorium, Hacienda, and Springhouse
buildings. Crawford & Co. recommended all damaged ACM be replaced, warning signs
be posted on all ACM, and to develop and implement an ACM Operations and
Maintenance (O&M) Plan for the buildings.
Mr. Garton informed The Planning Center that to his knowledge alJ recommendations
were followed. The Planning Center was provided the notice given to volunteers to
inform them of the location of ACM and describing potential health risks and safety
precautions associated with ACM. The notice indicates that Campus Crusade for Christ
was in the process of developing an ACM O&M plan that would outline a schedule of
actions (i.e. a timetable for removal or other action). ongoing safety procedures,
maintenance, inspections, and training programs. Hle completed ACM O&M Plan was
not provided for review.
Based on the information above, The Planning Center recommends the ACM O&M plan
be implemented at the subject site
Copies of the ACM notice given to volunteers is included in Appendix C.
Pelge 38 · The Pitmning Genter
J' ',,/H)(,.IJ,' UIJ:;"I'!;wt,-'.r"'"jr~I,"'n
E-45
iV1ar(h u)
7. Findings and Conclusions
SECTION 7. FINDINGS AND CONCLUSIONS
The Planning Center has performed a Phase I Environmental Site Assessment (Phase I) of the proposed
Arrowhead Springs Resort at 24600 Arrowhead Springs Road in Arrowhead Springs, San Bernardino,
San Bernardino County, California,
The scope of work is described and conditioned by our proposal dated February 3, 2005. As indicated
in our proposal, this Phase f was performed in conformance with the scope and limitations of the
American Society for Testing and Materials (ASTM) E 1527-00 Standard Practice for Environmental Site
Assessments: Phase I Environmental Site Assessment Process. Exceptions to, or deletions from, this
practice are described in Section 1 of this report. Our conclusions are intended to help the user evaluate
the "environmental risk" associated with the site, as defined in the ASTM E 1527-00 Standard and
discussed in the Introduction section of this report.
The subject site consists of approximately 556 acres of the 1,916-acre Arrowhead Springs Resort
property. The subject site is currently developed with approximately 34 buildings associated with the
Arrowhead Springs Resort, paved parking and driving areas, landscaping and natural land. The site is
located on Arrowhead Springs Road, east of the intersection of Arrowhead Springs Road and Old
Waterman Canyon Road.
RECOGNIZED ENVIRONMENTAL CONDITIONS
This assessment has revealed the following recognized environmental conditions in connection with the
property following the ASTM standard and DTSC recommended guidance for Phase I assessments.
1. Waste oil was observed to be stored in (number) 55-gallon metal drums located on a paved area
near the maintenance buildings. Staining and leaking were observed in the vicinity of the waste
oil storage. Staining was also observed in the area of the vehicle lift
~
The Planning Center recommends the spilled oil be properly cleaned and disposed of in
accordance state and local. For future storage, the Planning Center recommends to improve
upon current housekeeping practices to minimize spills, and prevent possible mitigation of waste
oil to the soil subsurface.
2. A small sanitary sewer treatment facility is located on the subject site. The sewage treatment
facility has a 300,000 gallon capacity and was built prior in approximately 1939. The treatment
facility consists of an Imhoff tank, trickling filter, clarifier, drying bed, and holding ponds. Solids
generated at the facility are treated and then dried in the drying bed. The drying bed is a sand
filled drying bed. When the drying bed is full the treated solids (biosolids) are removed and tilled
into the hillsides.
Mr. Rod Garton reported that biosolid quantities have never been large enough to move more
than two, 2 1/2 yard backhoe buckets-full at any given time. Mr. Garton indicated that based on
the small amount of waste treated at the sewage facility, testing the quality of the biosolids or
monitoring for pollutants was never required. The sewage treatment facility was observed to be
handling a small volume of waste. However based on historical use of the hotel and aerial
photographs, it is likely the sewage treatment faCility handled a larger volume of waste in the
past.
Based on the number of years the drying beds and sewage treatment facility have been in use, it
is possible that metals have leached from the sludge and accumulated below the drying bed.
Armwheotd Springs kesort
!':';.,jj)(,'.Uf (lr.r,'"p"I',,',/'A.....r.j,..
E-46
American Development Group, Ira', - Page 39
7. Findings and Conclusions
The Planning Center recommends soil samples be collected in the area surrounding the drying
beds and tested for elevated metal concentrations. Biosolids may be an environmental issue due
to the physical-chemical processes involved in the treatment; sludge tends to concentrate heavy
metals and poorly biodegradable trace organic compounds. Testing for metals is recommended
to assess if metals are accumulating from the disposal practice at the site.
HISTORICAL RECs AND KNOWN OR SUSPECT ENVIRONMENTAL CONDTIONS
This assessment has revealed the following HRECs in connection with the property as defined in the
Standard and in Section 1 of this report and DTSC recommended guidance for Phase I assessments.
1. The subject site is listed on the Federal ERNS (Emergency Response Notification System) list.
No information regarding the listing was provided in the environmental database.
The Federal ERNS list is maintained by the National Response Center. Review of information
regarding the listing on the Natural Response Center website database revealed the listing was
due to a non-PCB transformer leak reported on December 29, 2003. According to the report, 20
gallons of oil material (non-PCB mineral) was released to water from two pole mounted
transformers due to mudslides. The material released was listed as Oil, MISC: Mineral (Non-
PCB). The report indicated that the leak was a single, isolated incident, the water supply was not
contaminated, arid the release was secured.
2. Review of the Santa Ana Regional Water Quality Control Board (RWQCB) file on the subject site
revealed a sewage spill on the subject site on February 13, 1987. The sewage spill reportedly
happened at the sewer man hole near the cabana pool area. The sewage flowed towards
Strawberry Creek, but did not reach the creek. Approximately 100,000 gallons of sewage was
spilled. An inspector visited the area after the spill had been cleaned and noted that the area of
the spill was down a steep hill that did not appear to be visited often. The inspector did not
make any other comments regarding the spill.
4. There are six historical underground storage tanks (USTs) located on the subject site. Review of
the San Bernardino County Fire Department CUPA files revealed that five USTs were removed
from the site on February 15, 1989. The UST used to store heating burner oil was approved to
be abandoned in place in July of 1989, however no documentation indicates the UST was filled.
According to an inspector at the San Bernardino County Fire Department, Hazardous Materials
division, there are currently no environmental concerns associated with the six historical USTs
located at the subject site.
SUMMARY
Based on the results of this assessment, two RECs, associated with the subject site were identified.
Spilled waste oil was observed near the maintenance buildings of the subject site. The Planning Center
recommends the oil impacted materials be properly removed and disposed of in accordance with all
local, state, and federal regulations. Based on the age of the sewage treatment facility, it is possible that
metals have leached and accumulated in the soil under and in areas surrounding the drying beds. The
Planning Center recommends that soil samples be collected and analyzed for the possibility of elevated
concentrations of metals in the vicinity of the drying beds.
Page 40 · The Plamung Center
P.,/I (){ ,-u j .i)/'.f{,p'JJ'I ,,'./Ji.,,(:,d,di,~
/VIani) 05
E-47
8. CredentialJ
SECTION 8. CREDENTIALS
This report was prepared by Susan June and Michael Watson, under the direct supervision of Dr. Denise
Clendening, Ph.D., who served as the Project Manager and Director-in-Charge of this project,
respectively. Qualifications information for the project personnel is provided in Appendix F.
A ITowhead SjJrIngs R.eson
P'L'lf)(,'O{ I!r\Rt/!""I.:.r0,,,,;.!.:ir~
Amen'can Develojnnent Group, 1m:. · Pdge 11
E-48
~
8. Credentials
This page intentionally left blank
Page 42 - Thf P/,mning Cenlel
P. '..,1 j)(i-O r .Ij!".R,/'"" "~I Pt'd \f"l.dr,~
iI;[arch 05
E-49
References
REFERENCES
1. American Society for Testing and Materials (ASTM) Practice for ESAs: Phase I Assessments
Process (ASTM Standard E 1527-00), April 2000.
2. California Division of Mines and Geology (CDMG), 2000. "A General Location Guide for
Ultramafic Rocks in California - Areas More Likely to Contain Natural Occurring Asbestos",
Open-File Report 2000-19, August 2000.
3. Crawford Risk Control Services, Building Inspection and Bulk Sampling Report, June 12, 1991.
4. Environmental Data Resources, Inc., Database Report, dated February 2, 2005_
5. Environmental Protection Agency, A Plain English Guide to the EPA Part 503 Biosolids Rule,
September 1994.
6. Environmental Protection Agency, National Pollutant Discharge Elimination System (NPDES)
website, assessed by the Planning Center on February 4, 2005 btll2:LL9Jpub.epa.govlnpdes/.
7. Geo-Search, Historical Aerial Photographs, dated 1939, 1953, 1968, 1980, 1994, and 2002.
8.
California State University, Long Beach, 2003. Overview of Transverse Ranges Geology
Website, accessed by The Planning Center on February 2, 2005, at
bttp:1 /seis. natscLg~!Jil;h edJJLQiillhY.eJ2LS_kinnyCClI~it?~fl"rnsxer$~Rng!lmm\lerst=loverview. htm!.
9.
Environmental Systems Research Institute, Inc. (ESRl), 2005.
Website, accessed by The Planning Center on
http://mapserver2.esri. com/cgi-bin/tJazard .adol?s = O&c =-
117.884650,33.804887&p= 1&cd=z&d=0.
FEMA Digital 03 Flood Data
February 2, 2005, at
~
10. Hart, E. W., and W. A. Bryant, 1999- Fault Rupture Hazard Zones in California, Alquist-Priolo
Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Division of
Mines and Geology Special Publication 42.
11. Jennings, C.W., 1994. Fault Activity Map of California and Adjacent Areas With Locations and
Ages of Recent Volcanic Eruptions, California Division of Mines and Geology Map No.6: Scale
1 :750,000
12. Morton, D.M., and F.K. Miller, 2003. Preliminary Geologic Map of the San Bernardino 30' x 60'
Quadrangle,Callfornia, Version 1.0, United States Geological Survey Open-Fife Report 03-293:
Scale 1 :100,000.
13. The National Response Center website accessed by The Planning Center on February 8,2005 at
http:f /www.nrQ.!.ls_c9"milL .
14. The Planning Center, Inc., site visit conducted by Dr. Denise Clendening, Mr. Michael Watson
and Ms. Susan June on February 1, 2005.
15. Power Engineering Services Incorporated 2400V Primary Electrical Distribution System, January
25, 1984
Arrowhead Springs ReJ()rt
P;\ADG~OJ Of\~IHnt~'Ph(1lfJJ.J....
E-50
ArrU:1i,'an De~'Cfof17m:rJt Group, 1m. · Page 42
References
16. SWCA Environmental Consultants, Draft Archaeological Survey for the Arrowhead Springs
Project, San Bernardino County, California, January 2005.
17. Topographic Map, San Bernardino North, California, United States Geological Survey 7.5 minute
series, 1981.
18. Underground Service Alert (USA) Dig Alert website, http://WW\N.digalert.org, accessed on
February 2,2005
E-51
Pag 43. The Planning Center
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March 05
Appendix
Appendix A. Historical Research Documentation
Arrowhe.ulSpringJ ReJurt
P":\,.'ll)(,- or,ur'l?'''J!'JI'/,\[1/u,-el.dtr/'
American Del'e/opment GroujJ} Inc. . P.lge A-3
E-52
~
Appendix
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PageA-4 . Tile PLtnllmg Center
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E-53
Appendix A
1938 Aerial Photograph
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Appendix A
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Appendix A
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Appendix A
1994 Aerial Photograph
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E-58
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1901 Topography Map
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E-61
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E-62
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E-63
Appendix A
1973 Topography Map
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E-64
Appendix A
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E-66
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Appendix
Appendix B. Environmental Database Search Report
Arrowhead Sprmgs J<esort
AmerictllZ Del'e1ojJment Group, Inc. - Page A-5
P 1,/1 iJ(;.(),' IJ/'.R"'j)'jl':"if'I".-,a ,,1.-.
E-67
~
Appendix
This page intentionally left blank
PageA-6 . The Planning Center
{}:\,A f)(,'-I! l.orlF?l'/lliI'll'.fJhd,(~/.)II(
E-68
A!anh 05
The EDR Radius Map
with GeoCheck@
Arrowhead Springs Resort
24600 Arruwhead Springs Ruad
San Bernardino, CA 92404
Inquiry Number: 1352905.2s
February 02, 2005
The Standard in
Environmental Risk
Management Information
440 Wheelers Farms Road
Milford, Connecticut 06460
Nationwide Customer Service
Telephone: 1-800-352-0050
Fax: 1-800-231-6802
Internet: www.edrnetcom
E-69
FO'...,U.TlM
'I
~
TABLE OF CONTENTS
SECTION
PAGE
Executive Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - -
Overview Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - .. - - _ - - - -
Detail Map__ _ __ _ _ _ _ _ _ _ _
ES1
2
3
Map Findings Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4
Map Findings_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _. _ _ 6
Orphan Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ -
__ ______________________. 7
Government Records SearchedlData Currency Tracking. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum.
A-1
Physical Setting Source Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. A-2
Physical Setting Source Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -. - - - - -
Physical Setting Source Map Findings_
A-7
A-a
Physical Setting Source Records Searched_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ _ _. A-9
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This report contains inlurmation obtained lrom a variety 01 public and other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE
WHATSOEVER IN CONNECTION WITH THIS REPORT, ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY
SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS
ASSUMED BY THE USER. iN NO EVENT SHALL EDR BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR OAMAGE, INCLUDING, WITHOUT LIMITATION. SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR
EXEMPLARY DAMAGES. It can not be concluded from this report that coverage information for the target and surrounding properties uoes not
exist from other sources. Any analyses. estimates, ratings or risk codes provided in this report are provided for illustrative purposes only, and are
not intended to provide, nor should they be interpreted as proviuing any facts regarding, or prediction or forecast of, any environmental risk for
any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the
environmental risk lor any property. Any liability on the part of EDR is strictly limited to a refund of the amount paid tor this report.
Copyright 2005 by Environmental Data Resources. Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its af1iliates. is prohlbite\.! Without prior wntten permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks 01 Environmental Data Resources. Inc. or its aHiliatoos. All other
trauemarks used herein are the property of their respective owners.
TC1352905.2s Page 1
E-70
r
EXECUTIVE SUMMARY
H ~___~
A search of available environmental records was conducted by Environmental Data Resources, Inc.
(EDR). The report meets the government records search requirements of ASTM Standard Practice for
Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom
distances requested by the user.
TARGET PROPERTY INFORMATION
ADDRESS
24600 ARROWHEAD SPRINGS ROAD
SAN BERNARDINO, CA 92404
COORDINATES
Latitude (North): 34.186700 - 34' 11' 12.1"
Longitude (West): 117.261700 - 11 T 15' 42.1"
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 475885.0
UTM Y (Meters): 3782693.0
Elevation: 2005 It. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property:
Source:
34117-B3 SAN BERNARDINO NORTH, CA
USGS 7.5 min quad index
TARGET PROPERTY SEARCH RESULTS
The tnrgel property was identified in the following government records, For more information on thiS
property see page 6 of the attachod EDR Radius Map report:
Site
Database(s)
EPAID
~4f:jOO ARROWHEAD SPRINGS ROAD
24600 ARROWHEAD SPRINGS ROAD
SAN BERNARDINO, CA
ERNS
N/A
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ( "reasonably ascertainable "} government
records either on the target property or within the ASTM E 1527-00 search radius around the target
property for the following d!1tabases:
FEDERAL ASTM STANDARD
NPL _ ______ __ _ __ _ _ _ _Un __ ___ National Priority List
Proposed NPLu__________H Proposed National Priority List Sites
CERCUS_ _ _ __ __ __ _ _ _ __ _ __ _ __ Comprehensive Environmental Response, Compensation, and Liability Information
. System
CERC-NFRAP____mm_m_. CERCLlS No Further Remedial Action Planned
TC1352905.2s EXECUTIVE SUMMARY 1
E-71
, I
~
EXECUTIVE SUMMARY
CORRACTS m m _ _ _ _ Corrective Action Report
RCRA-TSDFuu_uuu__u__ Resource Conservation and Recovery Act Information
RCRA-LQG___u______u_____ Resource Conservation and Recovery Act Information
RCRA-SQG_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Resource Conservation and Recovery Act Information
STATE ASTM STANDARD
AWp______m_Hm____u____ Annual Workplan Sites
Cal-Sites_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. Calsites Database
CHMIRSmm___u________u California Hazardous Material Incident Report System
Cortese__n_uu_____________ "Cortese" Hazardous Waste & Substances Sites List
Notify 65_ Proposition 65 Records
Toxic Pitsu_u_muu_uu__ Toxic Pits Cleanup Act Sites
SWF/LF_ _ ___ n u _ u u u _ _ __ __ Solid Waste Information System
WMUDS/SWAT _______uuu Waste Management Unit Database
LUST___m__u__u_uuuu_. Leaking Underground Storage Tank Information System
CA BOND EXP_ PLAN_______ Bond Expenditure Plan
UST ___m______uuuuu List of Underground Storage Tank Facilities
VCPuuu______u__um_____ Voluntary Cleanup Program Properties
INDIAN LUST _ m __ __ _ u _ Leaking Underground Storage Tanks on Indian Land
INDIAN UST___u_mmu_u Underground Storage Tanks on Indian Land
CA FID UST__mm_uuu___ Facility Inventory Database
HfST USTuu u u u __ __ __ _ _ __ Hazardous Substance Storage Container Database
FEDERAL ASTM SUPPLEMENTAL
CONSENTu ___ _ ___ _ n Superfund (CERCLA) Consent Decrees
ROD _ m _ u __ __ u u u _ u u Records Of Decision
Delisted NPL _ _ u u _ ___ ___ _ _ National Priority List Deletions
FINDSn__ Facility lndex System/Facility Identification Iniliative Program Summary Report
HMIRSu u_ u u m _ _ _ _ __ ___ _ _ Hazardous Materials Information Reporting System
ML TS~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ Material Licensing Tracking System
MINES_ _ _ _.. _ _ _ _ _ Mines Master Index File
NPL Liensu_______________u Federal Superfund Liens
PADS. _ ___ u _ u u U _. _ _ _ __ _ _ _ PCB Activity Database System
ODL___ _ Open Dump Inventory
000_ _ m m u _ _ _ _ _ u _ _ _ _ _ _ Department of Defense Sites
INDIAN RESERV_______u____ Indian Reservations
UMTRA._ Uranium Mill Tailings Sites
FUDS__ __ u u u uu _ _ _ __ __ _ __ Formerly Used Defense Sites
RAATSu____ ___ ___ _ _u ___u_. RCRA Administrative Action Tracking System
TRIS____ Toxic Chemical Release Inventory System
TSCA.__ _ _ __ _ _ u ___ u __ m m Toxic Substances Control Act
SSTS.. __ __ m m ___ n _ _ ___ _ _ Section 7 Tracking Systems
FTTS INSP _ _ __ _ ___ FIFRAI TSCA Tracking System - FJFRA (Federal Insecticide, Fungicide, &
Rodenticide Act)/TSCA (Toxic Substances Control Act)
ST A TE OR LOCAL ASTM SUPPLEMENTAL
AST_ u u m _ __ ~ _ _ _ _ ___ u __ _ _ _ Aboveground Petroleum Storage Tank Facilities
CLEANERS____ __ __ Cleaner Facilities
CA WDS __________________ Waste Discharge Systtim
DEED_ u _ ___ _ _ _ ___ _ _ _ _ _ _ __ m Deed Restriction Listing
NFA.uuuuu_______________ No Further Action Determination
TC13528D5.2s EXECUTIVE SUMMARY 2
E-72
~
EXECUTIVE SUMMARY
EMI ~ u u u ~ __ __ __ ~ ~ u ~ u _ _ Emissions Inventory Data
REF~u_____________________u Unconfirmed Properties Referred to Another Agency
SCH__ _ ___ u _ _ __ __ ~ _ __ __ __ _ _ School Property Evaluation Program
NFE_wu.. __~u~______..__ Properties Needing Further Evaluation
CA sue. _ _ _ _ _ _ u _ _ _ _ _ _ m ___ Statewide SUC Cases
HAZNET_______________u____ Facility and Manifest Data
San Bern. Co. PermiL~_uu Hazardous Material Permits
EDR PROPRIETARY HISTORICAL DATABASES
Coal Gas __ __ ~ __ __ ___ __ __ Former Manufactured Gas (Coal Gas) Sites
BROWNFIELDS DATABASES
US BROWNFIELDS______u__ A Listing of Brownfields Sites
VCp__________________________ Voluntary Cleanup Program Properties
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were not identifi",d.
Unmappable (orphan) sites are not considered in the foregoing analysis.
TC1352905.2s EXECUTIVE SUMMARY:>
E-73
~ -
~.~.. ..'1
EXECUTIVE SUMMARY
Due to poor or inadequate address information, the following sites were not mapped:
Database(s)
Notify 65, HAZNET
Toxic Pits
SWF/LF
SWF/LF
SWF/LF
SWF/lF
SWF/LF
SWF/LF
SWF/lF
SWF/LF
HIST UST
WMUDS/SWAT
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
HAZNET
San Bern, Co. Permit
San Bern. Co. Permit
Site Name
OHNSTON PUMP COMPANY
SeE, ETIWANDA GENERATING STAT.
KARDOS IllEGAL DISPOSAL SITE (IDS)
NORTON AFB LANDFILL
COOLEY RANCH DISPOSAL SITE
BlACKlAND PROPERTIES SITE
4TH STREET ROCK INERT WASTE SITE
MILL CREEK DISPOSAL SITE
DEVORE LANDFILL
CEDAR SPRINGS DISPOSAL SITE
CITY CREEK STATION
GW INVESTIGATION
ATCHINSON, TOPEKA, AND SANTA FE RAILWAY
MICHAEL HOWLETT
COAST GRAIN INC
CHARLES TOWLE
GLEN HELEN REHABILITATION CENTER
CLANDESTINE DRUG LAB.OPERATOR UNKNOWN
SHANK BALFUR BATEY CORP
SOUTHERN CALIFORNIA EDISON
HUD/GOLDENFEATHERS REALTY
SOUTHERN CALIFORNIA EDISON/SHANOIN SUB
SHEA-KENNY
SCE-SHANDIN SUBSTATION
TC1352905.2s EXECUTIVE SUMMARY 4
E-74
OVERVIEW MAP - 1352905.2s - The Planning Center
,,-. .'
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Target Property
A Sites at elevations higher than
or equal to the target property
. Sites at elevations lower than
the target properly
.i. Coal Gasification Sites
[] National Priority List Sites
D Landfill Sites
f ': Dept. Delense Sites
112
2UIles
----j
Indian Reservations BIA
Oil & Gas pipelines
[J 100'year Ilood zone
D SOD,year flood zone
Areas of Concern
~
TARGET PROPERTY:
ADDRESS:
CITY/STATE/ZIP:
LAT/LONG:
Arrowhead Springs Resort
24600 Arrowhead Springs Road
San Bernardino CA 92404
34.1867/117.2617
CUSTOMER:
CONTACT:
INQUIRY II:
ATE:
The Planning Center
Susie June
1352905.2s
February 02, 2005 2: 1 B pm
Copyright (e; 2005 fDA., !nr. ((..\ 2003 GOT, Inc Rtl 071200.3 All Ri~hts Rll-o:;ef\l(ld
DETAIL MAP -1352905.28 - The Planning Center
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Target Property
Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
Coal Gasification Sites
Sensitive Receptors
National Priority List Sites
Landfill Sites
Dept Defense Sites
1116
11B
,~
1/4Uiles
1
.,>.
.
,,'-.,'
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Indian Reservations BIA
Oil & Gas pipelines
100-year flood zone
500-year flood zone
Areas of Concern
~
.I.
D
L~ J
EJ
o
TARGET PROPERTY:
ADDRESS:
CITY/STA TE/ZIP:
LA T/LONG:
Arrowhead Springs Resort
24600 Arrowhead Springs Road
San Bernardino CA 92404
34.1867/117.2617
CUSTOMER: The Planning Center
CONTACT: Susie June
INQUIRY #: 1352905.2s
......PATE: February 02,2005 2:19 pm
.." . f 'll'opyrigbt I"~ 2005 EDR,I"e. '" 2003 GOT. Ine Rei 07/2003. All Right, R"m.d
~ , .
MAP FINDINGS SUMMARY
Search
Target Distance Total
Database Property (Miles) <: 1/8 1/8 - 1/4 1/4 - 1/2 112 . 1 > 1 Plotted
FEDERAL ASTM STANDARD
NPL 1 .500 0 0 0 0 0 0
Proposed NPL 1.500 0 0 0 0 0 0
CERCLlS 1.000 0 0 0 0 NR 0
CERC-NFRAP 0.750 0 0 0 0 NR 0
CORRACTS 1.500 0 0 0 0 0 0
RCRA TSO 1.000 0 0 0 0 NR 0
RCRA Lg. Quan. Gen. 0.750 0 0 0 0 NR 0
RCRA Sm. Quan. Gen 0.750 0 0 0 0 NR 0
ERNS X 0.500 0 0 0 NR NR 0
STATE ASTM STANDARD
AWP 1.500 0 0 0 0 0 0
Cal-Sites 1.500 0 0 0 0 0 0
CHMIRS 0.500 0 0 0 NR NR 0
Cortese 1.000 0 0 0 0 NR 0
Notify 65 1.500 0 0 0 0 0 0
Toxic Pits 1.500 0 0 0 0 0 0
State Landfill 1000 0 0 0 0 NR 0
WMUDS/SWAT 1.000 0 0 0 0 NR 0
LUST 1.000 0 0 0 0 NR 0
CA Bond Exp. Plan 1500 0 0 0 0 0 0
UST 0.750 0 0 0 0 NR 0
VCP 1.000 0 0 0 0 NR 0
INDIAN LUST 1.000 0 0 0 0 NR 0
INDIAN UST 0.750 0 0 0 0 NR 0
CA FID UST 0.750 0 0 0 0 NR 0
HIST UST 0.7:30 0 0 0 0 NR 0
FEDERAL ASTM SUPPLEMENTAL
CONSENT 1.500 0 0 0 0 0 0
ROD 1.500 0 0 0 0 0 0
Deliste\.! NPL 1.500 0 0 0 0 0 0
FINDS 0.500 0 0 0 NR NR 0
HMIRS 0.500 0 0 0 NR NR 0
MLTS 0.500 0 0 0 NR NR 0
MINES 0.750 0 0 0 0 NR 0
NPL Liens 0.500 0 0 0 NR NR 0
PADS 0.500 0 0 0 NR NR 0
001 1.000 0 0 0 0 NR 0
000 1.500 0 0 0 0 0 0
INDIAN RESERV 1.500 0 0 0 0 0 0
UMTRA 1.000 0 0 0 0 NR 0
FUDS 1.500 0 0 0 0 0 0
RAATS 0.500 0 0 0 NR NR 0
TRIS 0.500 0 0 0 NR NR 0
TC1352905.2s Page 'I
E-77
~ MAP FINDINGS.SUMMARY
Search
Target Distance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
TSCA 0.500 0 0 0 NR NR 0
SSTS 0.500 0 0 0 NR NR 0
FTTS 0.500 0 0 0 NR NR 0
STATE OR LOCAL ASTM SUPPLEMENTAL
AST 0,500 0 0 0 NR NR 0
CLEANERS 0.750 0 0 0 0 NR 0
CA WDS 0.500 0 0 0 NR NR 0
DEED 0.500 0 0 0 NR NR 0
NFA 0.750 0 0 0 0 NR 0
EMI 0.500 0 0 0 NR NR 0
REF 0.750 0 0 0 0 NR 0
SCH 0.750 0 0 0 0 NR 0
NFE 0.750 0 0 0 0 NR 0
SLlC 1.000 0 0 0 0 NR 0
HAZNET 0.500 0 0 0 NR NR 0
San Bern. Co. Permit 0.750 0 0 0 0 NR 0
EDR PROPRIETARY HISTORICAL DATABASES
Coal Gas 1.500 0 0 0 0 0 0
BROWNFlELDS DATABASES
US BROWN FIELDS 1.000 0 0 0 0 NR 0
VCP 1.000 0 0 0 0 NR 0
NOTES:
AOUIFLOW - see EDR Physical Setting Source Addendum
TP =. Target Property
NR - Not Requested at this Search Distance
Sites may be listed in more than one database
TC1352905.2s Page 5
E-78
Map 10
Direction
Distance
Distance (ft.1
Elevation Site
~----- --
MAP FINDINGS
EOR 10 Number
Database(s) EPA 10 Number
Coal Gas Site Search: No site was found in a search of Real Property Scan's ENVIROHAZ database.
1
Target
Property
24600 ARROWHEAD SPRINGS ROAD
24600 ARROWHEAD SPRINGS ROAD
SAN BERNARDINO, CA
ERNS 2003709194
N/A
Actual:
2004 ft.
Clir.k this h\lp",rlink while viewing on your computer to access
additional fRNS detail in the EDR Site Report.
TC1352905.2s Page 6
E-79
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I[ ..~ GOVERNMENt REQOf\OS SEARCHED I DATA CURRENCY TRACKING
'I
To maintain currency oj the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Elapsed ASTM days: Provides conJirmation that this EDR report meets Of exceeds the 90-day updating requirement
oj the ASTM standard.
FEDERAL ASTM STANDARD RECORDS
NPL: National Priority List
Source: EPA
Telephone: N/A
National Priorities List (Suporlund). The NPL is a subset of CERCLlS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center
(EPIC) and regional EPA uffices.
Date of Government Version: 10/12/04
Date Made Active at EDR: 12/09/04
Database Release Frequency: Semi-Annually
Date of Data Arrival at EOR: 11/02/04
Elapsed ASTM days: 37
Date of Last EDR Contar.t: 11/02/04
NPL Site Boundaries
Sources:
EPA's Envimnmentai Photographic Interpretation Center (EPIC)
Telephone: 202~564~7333
EPA Region 1
Telephone 617-918-1143
EPA Region 3
Telephone 215-814-5418
EPA Region 4
Telcphom; 404-562-8033
EPA Region 6
Telephone: 214-655-6659
EPA Region 8
Telephone: 303-312-6774
Proposed NPL: Proposed National Priority List Sites
Source: EPA
Telephone' N/A
Date of Government Version U<]/23104
Date Made Active at EDR: 12/09/04
Database Release Frequency: Semi-Annually
Date of Datu Arrival at EDR: 11/02/04
Elapsed ASTM days: 37
Date of Last EDR Contact: 11/02/04
CERCLlS: C;urnprehensive Environmental Response, Compensation, und Liability Information System
Source: EPA
Telephone: 703-413-0223
CERCLlS contains data on potentially hazardolls waste sites that hem, been reported to the USEPA by states, muniCipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA) CERCLlS contains sites which are either proposed to or on the National Priorities
list (NPL) and sites which are in the screening and assessment phase lor possible inclusion on the NPL.
Oat" of Government Version: 08/10/04
Date Made Active at EDR: 10/27/04
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 09/21/04
Elapsed ASTM days: 36
Date of Last EDR Contact: 12/21/04
CERCLlS-NFRAP: CERCLlS No Further Remedial Action Planned
Source: EPA
Telephone ?03-413~0223
As of February 1995, CERCLlS sites deSignated "No Further Remedial Action Planned" (NFRAP) have been removed
from CERCLlS. NFRAP sites may be sites where, following an initial investigation, no contamination was fOLmd,
contamination was removed quickiy without the need for the site to be placed on the NPL, or the contamination
was nut serious enough to require Federal Superlund al,;tion or NPL consideration. EPA has removed approximately
25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these pruperties and has archived them
as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is
part of the EPA's Brownfields Redevelopment Program to help cities, states. private investors and affected r,ltizens
to promote economic redevelopment of unproductive urban sites.
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GOVERNMENT RECORDS SEARCHED I ElATA CURR:ENCY TRACKING
Date of Government Version: 08/10104
Date Made Active at EDR: 10/27/04
Database Release Frequency: Quarterly
Date ot Data Arrival at EDR: 09/21/04
Elapsed ASTM days: 36
Date of Last EDR Contact: 12/21104
CORRACTS: Corrective Action Report
Source: EPA
Telephone: 800-424-9346
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
Date of Government Version: 09/23104
Daie Made Active at EDR: 11/18/04
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 10/07/04
Elap>;erJ ASTM days: 42
Date of Last EDR Contact: 12/07/04
RCRA: HesoUlt.:e Conservation and Recovery Act Information
Source: EPA
Telephone: 800-424-9346
RCRAlnfo IS EPA's comprehensive information system, providing access to data supporting the ResoUlce Conservatiun
and Recovery Act (RCRAl of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAlnfo replaces
the daia recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS).
The database Includes selective information on sites which generate, transport. store, treat and/or dispose of
hazardous waste as defined by the Resource Conservation and Recovery Act (RCRAl. Conditionally exempt small
quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous
waste per month. Small quantity generators (SaGs) generate between 100 kg and 1,000 kg of hazardous waste ~er
month. Large quantity generators (LOGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg
of acutely hazardous waste per month. Transporters are individuals or entities that move hazardous waste from
the genelator off sIte to a faCility that can recycle, treat, store, 01 dispose of the waste, TSDFs treat. store,
or dispose of the waste.
Date of Government Version: 11/23/04
Date Made Active at EDR: 01/18/05
Database Release Frequency: Varies
Date of Data Arrival ai EDR: 11/24/04
Elapsed ASTM days: 55
Date of Last EDR Contact 11/24104
ERNS: Emergenc:y Respon>;e Notification System
Source. National Response Center, United States Coast Guard
Telephone: 202-260-2342
Emergency Response Notification System, ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 1::>/81103
Date Made Active at EDR: 03/12/04
Datubase Release Flequcmcy: Anfluully
Date of Data Arrival al EDR 01/26104
Elapsed ASTM days: 46
Date of Last EDR Contact: 10/25104
FEDERAL ASTM SUPPLEMENTAL RECORDS
BRS: Biennial Reporting System
Source. EPAlNTIS
Telephone: 800-424-9346
The Biennial Reporting System is a national system administered by the EP A that collects data On the generation
and management of hazardous wastu. BRS calJtures rJctailerJ data frurn twu groulJs: Large Ouuntily Generutors (LQG)
and Treatment, Storage, and Disposal Fadlities.
Date of Government Version: 12101/01
Database Release Frequellcy: Biennially
Date of Last EDR Contact: 12113/04
Date of Next Scheduled EDR Contact: 03/14105
CONSENT: Superfund (CERCLA) Consent Decrees
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Major legal settlements thai establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically uy United Stales Distrid Courts after settlement uy ~urties to litigation matters.
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IISO~;RNMENT RItiCORIl)$SEAROHEO t DATA QUFlREN'C'f TRAOKING:=]
LOCAL RECORDS
ALAMEDA COUNTY:
Local Oversight Program Listing of UGT Cleanup Sites
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Date of Government Version: 11/24/04
Database Release Frequency: Semi,Annually
Date of Last EDR Contact: 10/25/04
Date of Next Scheduled EDR Contact 01/24/05
Underground Tanks
Source: Alameda County Environmental Healtll Services
Telephone . 51 0-567 -6700
Date of Government Version: 11/24/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact 10/;!5/04
Date of Next Scheduled EDR Contact 01/24/05
CONTRA COSTA COUNTY:
Site List
Source: Contra Costa Health Services Department
Telephone: 925-646-2286
List includes sites from the underground tank, hazardous waste generator and business plan/2185 proglams.
Date of Government Version: 12/13/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/29/04
Date of Next Scheduled EDR Contact: 02/28/05
FRESNO COUNTY:
CUPA Resources List
Source: Dept. of Community Ilealth
Telephone: 559-445-3271
Certiflcd Unified Program Agency. CUPA's arc responsible for impl"mcllting a unifi"d haLardous materials and hazardou~
waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials,
operate underground storage tanks or aboveground storage tanks.
Date of Government Version: 10/21/04
Database Release Frequency. S8mi Annually
Date of Last EDR Contact: 11/08/04
Date of Next !:>cheduled EDR Contact: 02/07/05
KERN COUNTY:
Underground Storage Tank Sites & Tank Listing
Source: Kern County Environment Health Services Department
Telephone: 661-8G2-8700
Kern County Sites and Tanks Listing.
Date of Government Version: 12/13/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/06104
Date of Next Scheduled EDR Contact: 03/07/05
LOS ANGELES COUNTY:
List of Solid Waste Facilities
Source: La County Department of Public Works
Telephone: 818-458-5185
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~ GOVERNMENT RECQlitD$SISARCIiElllI OAT A ClJRRENCY TRAOKtNG
NPL LIENS: Federal Superfund Liens
!Source: EPA
Telephone: 202-564-4267
Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation
and Liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property in order
to recover remedial action expenditures or when the property owner receives notification of potential liability .
USEPA compiles a listing of filed notices of Superfund Liens.
Date of Government Version: 10/15/91
Database Release Frequency: No Update Planned
Date of last EDR Contact: 11/22/04
Date of Next Scheduled EDR Contact: 02/21/05
PADS: PCB Activity Database System
Source: EPA
Telephone: 202-564-3887
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB's who are required to notify the EPA of such activities.
Date of Government Version: 09/30/04
Database Release Frequency: Annually
Date ollast EDR Contact: 11/12/04
Date of Next Scheduled EDR Contact: 02/07105
000: Department of Defense Sites
Source: USGS
Telephone: 703-692-8801
Tllis dala set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United Slates, Puerto Rico, and the U.S. Virgin Islands.
Date of Government Version: 10/01/03
Database Release Frequency: Semi-Anrlually
Date of last EDR Contact: 11/12/04
Dale of Nexl Scheduleu EDR Contact: 02/07/05
UMTRA: Uranium Mill Tailings Sites
Source: Department of Energy
Telephone: 505-845-0011
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shul down, large piles 01 the sand-like material (mill tailings) remain aller uranium has been extracled Irum
the ore. levels of human exposUl'e 10 radioactive malerials from the piles are low; however, in some cases tailings
were used as construction materials before the potential heallh hazards 01 the tailings were recognized. In 1978,
24 inactive uranium mill tailings sites in Oregon. Idaho, Wyoming. Ulall, Colomdu, New Mexico, Texas, Norlh Dakota,
South Dakota. Pennsylvania. and on Navajo and Hopi tribal lands, were tar(]Bted for r:IeClnup by the Department of
Energy.
Date 01 Government Version: 04122/04
Database R"lease Frequ"rlcy: Vmi"s
Date 01 last EDR Contact: 12/21/04
Date of Next Schedul"u EDR Contact: 03121105
001: Open Dump Inventory
Source: Environmental Protection Agency
Telephone: 800A24"9346
An open dump is defined as a disposallacility that does not comply With un" ()I 1Il0re of the Part 257 or Purl 258
Subtille 0 Criteria.
Date of Govemmellt Version' 06/30/85
Database Release Frequency: No Update Planned
Date 01 Last EDR Contact: OS/23/95
Date of Next Scheduled EDR Contact: N/A
FUDS: Formerly Used Defense Sites
Source: U.S. Army Corps of Engineers
Telephone: 202-528-4285
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of EngineNs
is actively working or will take necessary cleanup actions.
Date of Government Version: 12/31/03
Database Release Frequency: Varies
Date of last EDR Contact: 01103/05
Date of Next Scheduled EOR Contact: 04/04/05
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GOVERNMENT RECORQSSE-ARGHED 1 DATA' CUR:RENCY TRACKING
INDIAN RESERV: Indian Reservations
Source: USGS
Telephone: 202-208-3710
This map layer portrays Indian administered lands of the United S!atE;>s that have any area equal to or greater
than 640 acres.
Date of Government Version: 10/01/03
Database Release Frequency: Semi-Annually
Date 01 Last EDR Contact: 11/12/04
Date of Next Scheduled EDR Contact: 02/07/05
RAATS: RCRA Administrative Action Tracking System
Source: EPA
Telephone: 202-564-4104
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30,1995, data entry in the RAATS databaSE;> was discontinueu. EPA will retain a copy ot
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/95
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 12/06/04
Date of Next Scheduled EDR Contact: 03/07/05
TRIS: Toxic Chemical Release Inventory System
Source. EPA
Telephone: 202-566-0250
Toxic Release Inventory System. TRIS Identifies facilltiE;>s which rE;>lease toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/02
Database Release Frequency: Annually
Date of Last EDR Contact: 12/20/04
Date of Next Scheduled EDR Contact 03/21105
TSCA: Toxic Substances Control Act
Source: EPA
Telephone: 202-260-5521
Toxic Substances Control Act TSCA identilies manufacturers and irnporters of chemical substances included 011 thl'
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Oak of Gl>wrnment VE;>rsion. 12/31/02
Database Release Frequency: Every 4 Years
Dale 01 Last EoR Contact: 12/06104
Dale of Next Scheduled EDR Contact 03/0 (/00
FTTS INSP: FIFRAI TSCA Tracking System - FIFRA (Federal Insecticide, FungiCIde. & Rodenticide Act)fTSCA (TOXIC SuiJsluncE;>s Cl>n\rul Ad)
Source: EPA
Telephone. 202-564-2501
Date l>f Government Ver::>ion: 04113/04
Database Release Frequency: Quarterly
Date 01 Last EOn Contact: 12/01/04
Date of Next Scheduled EDR Contad: 03/21/05
SSTS: Section 7 TrackirlY ;;yslems
Source: EPA
Telephone: 202-564-5008
Sectil>n 7 of the Federai Illsedicide, Fungicide and Rodenticide Act, as amended (92 Stal. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1 st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being [Jrouuced, arid thOSE;> having been produced and sold or distributed in Ule past year.
Date of Governrnent Version: 12/31/03
Database Release Frequency: Annually
Datl' of last EDR Contact: 11/29/04
Date of Next Scheduled EDR Contact: 04/18105
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide. Fungicide, & Rodenticide Act)/TSCA (TOXIC SUiJStUflCE;>S Contml Act)
Source: EPAlOffice of Prevention, Pesticides and Toxic Substances
Telephone 202-564-2501
ms tracks administrative cases and pesticide enforcement actions and cornpliance activities related to FIFRA
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
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GOVERNMENT RECORDS SEARC~ED I [)A T A CURRENCY TRACKING
Da1e of Government Version: 09/13/04
Database Release Frequency: Quarterly
Date of Last EOR Contact 12/0! 104
Date of Next Scheduled EDR Contact: 03/21105
STATE OF CALIFORNIA ASTM STANDARD RECORDS
AWP: Annual Workplan Sites
Source: California Environmental Protection Agency
Telephone: 916-323-3400
Known Hazardous Waste Sites. California DTSC's Annual Workplan (AWP), formerly BEP, Identifies known hazardous
substance sites targeted for cleanup.
Date of Government Version: 11/09/04
Date Made Active at EDR: 01/04/05
Database Release Frequency: Annually
Date of Data Arrival at EDR: 12/02/04
Elapsed ASTM days: 33
Date of Last EDR Contact: 12/02/04
CAL-SITES: Calsites Database
Source: Department of Toxic Substance Control
Telephone: 916-323-3400
The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California
EPA reevaluated and significantly reduced the number of sites in the Calsites database.
Date of Government Version: 11/09/04
Date Made Active at EDR: 01/04/05
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 12/02/04
Elapsed ASTM days: 33
Date of Last EDR Contact: 12/02/04
CHMIRS: Callfomia Hazardous Material Incident Report System
Source: Office of Emergency Services
Telephone: 916-845-8400
California Hazardous Material Incident Reporting System. C:HMIR~ contains inlorrnation on reported hazardous material
incid,mts (accidental releases or spills)
Date of Government Version: 1?/31/03
Date Made Active at EDR: 06/25/04
Datuuase Release Frequency: Varies
Date of Data Arnval at EDR: 05/11:1/04
Elapsed ASTM days: 38
Date of Last EDR Contact: 11/22104
CORTESE: "Cortese" Hazardous Waste & Subs1ances Sites List
Source: CAL EPNOfflce of Emergency Irlformation
Telephone: 916-323-9100
The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste
Board (SWF/LS), and the Departnlerlt of T uxic Substances Corllrul (Cal-Sites). TillS listing is no longer updated
by the state agency.
Date of Government Version: 04/01/01
Date Made Active at EDR: 07/26101
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: 051?9/01
Elapsed ASTM days: 58
Date of Last EDR Contact: 10/28/04
NOTIFY 65: Proposition 65 Records
Source: Slate Water Resources Control Board
Telephone: 916-445-3840
Proposition 65 Notification Records. NOTIFY 65 contains facility notifications about any release which could impact
drinking water and tilereby expose the public to a potential ilealth risk.
Date of Government Version: 10/21/93
Date Made Active at EDR: 11/19/93
Database Release Frequerlc.:y: Nu Update Planned
Date of Data Arrival at EDR: 11/01/93
Elapsed ASTM days: 18
Date of Last EDR Contact: 10/18/04
TOXIC PITS: TOXIC Pits Cleanup Act Sites
Source: State Water Resources Control Board
Telephone: 916-227-4364
Toxic PI rs ClearlufJ Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup
has not yet been completed.
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GOVERNMENT RECORDS SEARCHED I ElATACURRE:NCY TRACKING
Date of Government Version: 07/01/95
Date Made Activ(o' at EDR: 09/26/95
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: 08/30/95
Elapsed ASTM days: 27
Date of Last EDR Contact: 11/01/04
SWF/LF (SWIS): Solid Waste IllIom1<\llon System
Source: Integrated Waste Management Board
Telephone: 916-341-6320
Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal
facilities or landfills. These may be active or inactive facilities or open dumps that failed to meet RCRA Section
4004 criteria for solid waste landfills or disposal sites.
Date of Government Version: 12113/04
Date Made Active at EDR: 01/24/05
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 12/14/04
Elapsed ASTM days: 41
Date of Last EDR Contact: 12114104
WMUDS/SWAT: Waste Management Unit Database
Source: State Water Resources Control Board
Telephone: 916-227-4448
Waste Management Unit Database System. WMUDS is used by tt1(o' State Water Resources Control Board staff and the
Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed
of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information,
SWAT Program Information, SWAT Report Summary Informatiun. SWAT Report Summary Data, Chapter 15 (formerly Subchapter
15) Information. Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure
Information, and ln1erested Parties Information.
Date of Government Version: 04/01/00
Date Made Active at EDR: Ob/l0/00
Database Release Frequency: Quarterly
Date of Data Arrival at EDR. 04/10/00
Elapsed ASTM days: 30
Date of Last EDR Contact: 12/06/04
LUST: Leaking UnderiJrourrrJ Storage Tank Information System
Source: State Water Resources Control Board
Telephone: 916-341-5752
Leaking Underground SloraiJe Tank Incident Reports. LUST records contain an Inventory of reported leaking underground
storage tank incidents. Not all state" maintelin the"e records, and the information stored varies by state.
Date of Government Version: 10/13104
Date Made Active at EDR: 11/03/04
Database Release Frequency: Quarte!ly
Date of Data Arrival at EDR: 10/13/04
Elapsed ASTM days: 2t
Date of Last FOR Contrlot: 01/10/05
CA BOND EXP. PLAN: Bond Expenditure Plan
Source: Department of Herllth Services
Telephone: 916-255-2118
Department 01 Heulth Services develuped a site-s/Je<.:ific eXlJendilure plan <\s the basis for an appropriation of
Hazardous Substance Cleanup Bond Act funds. It is not updrlted
Date of Government Version: 01101/R9
Date Made Active at EDR: 08/02194
Database Release Frequency: No Update Planned
Date 01 Data Arrival at EDR: 07/27/94
Elapsed ASTM days: 6
Oat8 of Last EDR Contact 05/31/94
CA UST:
UST: Active UST Facilities
Source: SWRCB
Telephone: 9HJ-311-G752
Active UST facilities gathered from the local regulatory agencie;;
Date 01 Governmellt Version. 10/13/04
Date Made Active at EoR: 11/03104
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 10113/04
Eiapsed ASTM days: 21
Dale of Last EDR Contact 01110/05
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GOVERNMENT RECORDS SEARQHED I DATA CURReNCY TRAGl<:liNG
VCP: Voluntary Cleanup Program Properties
Source: Department of Toxic Substances Control
Telephone: 916~323~3400
Contains low threat level properties with either confirmed or unconfirmed releases and the project IJropunents
have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for
DTSC's costs.
Date of Gowrnment Version: 11/09/04
Date Made Active at EDR: 01/24/05
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 12/02/04
Elapsed ASTM days. 53
Date of Last EDR Contact: 12/02/04
INDIAN LUST: Leaking Underground Storage Tanks on Indian Land
Source: Environmental Protection Agency
Telephone: 415~972~3372
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 10/03/04
Date Made Active at EDR: 11/03/04
Database Release Frequency: Varies
Date of Dala Arrival at EDR: 10/06/04
Elapsed ASTM days: <:8
Date of Last EDR Contact: 11/22/04
INDIAN LUST: Leaking Underground Storage Tanks on Indian Land
Source: EPA Region 10
Telephone: 206-553-2857
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government VersiorL 09/29/04
Date Made Active at EDR: 10/22/04
Database Release Frequency: Varies
Date of Data Arrival at EDR: 10/01104
Elapsed ASTM days: 21
Date of Last EDR Contact: 11/22/04
INDIAN UST: Underground Storage Tanks on Indian Land
Source: EPA Region 9
Telephone: 415~972~3368
Date of Government Version: 11/02/04
Date Made Active at EDR: 12/13/04
Database Release Frequency: Varies
Date of Data Arrival at EDR: 11/03/04
Elapsed ASTM days: 40
Date of Last EDR Contact: 10/25/04
CA FrO UST: Facility Inventory Database
Source: California Environmental Protection Agency
Telephone: 916~445~653:O:
The Facility Inventory Database (FID) contains a historicallistillg of active amJ inadlve underground storage
tank locations from tile Slate Water Resource Control Board Refer to local/county source for current data,
Date of Government Version: 10/31/94
Date Made Active at EDR: 09/28/85
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: 09/05/95
Elapsed ASTM days: 24
D.lle of Last EDR Contact: 12/28/98
HIST UST: Hazardous Substance Storage Container Database
Source: State Water Resources Control Board
Telei-'hone: 916~341~5700
The Hazardous Substance Storage Container Database is a historical listing of UST sites Refer to local/county
source for current data,
Date 01 Government Version: 10/1S/90
Date Made Active at EDR 02/12/91
Database Release Frequency: No Update Planned
Date of Dala Arrival at EDR: 01/25/91
Elapsed ASTM days: 18
Dale of Last EDR Contact 07/26/01
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~ GOVERNMEmRt:COROS SEARCHED I DATA CURRENCY TRACl(tNG
STATE OF CALIFORNIA ASTM SUPPLEMENTAL RECORDS
AST: Aboveground Petroleum Storage Tank Facilities
Source: State Water Resources Control Board
Telephone: 916-341-5712
Registered Aboveground Storage Tanks,
Date of Government Version: 12/01/03
Database Release Frequency: Quarterly
Date of Last EDR Contact 11/01104
Date of Next Scheduled EDR Contact: 01/31/05
CLEANERS: Cleaner Facilities
Source: Department of Toxic Substance Control
Telephone: 916-225-0873
A list of drycleaner related facilities that have EPA 10 nurnbers. These are facilities with wrtain SIC GOdes:
power laundries, lamily and commercial; garment pressing and cleaner's agents; linen supply; coin-operated laundries
and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and
garment services.
Date 01 Government Version: 11/29/04
Database Release Frc'1uency: Annually
Date of Last EDR Contact 01104105
Date of Next Scheduled EDR Contact 04104/05
CA WDS: Waste Discharge System
Source: State Water Resources Control Board
Telephone: 916-341-5227
Sites which have been issued waste discharge requirements.
Date of Government Version: 12/20/04
Databu~e Release Frequency: Quarterly
Date of Last EDR Contact: 12/21104
Date 01 Next Scheduled EDR Contact: 03/21/05
DEED: Deed Restriction Listing
Source: Department 01 Toxic Substances Control
Telephone: 916-323-3400
Site Mitigation and Brownlields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management
Program Facility Sites with Deed 1 Land Use Restriction. The DTSC Site Mitigativn and Brownfields Reuse Program
(SMBRP) list includes sites cleaned up under the program's oversight and g8nerally does not include current
or former hazardous waste lacilities that required a hazardous waste facility permit. The list represents deed
restrictions that are uctive. Some sites llave multiple deed restrictions. TIle DTSC Hazardous Waste Managerm;nt
Program (HWMP) has developed a list 01 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 n"sult 01 the presence vf hazardous substances tlml remuil! on site after the faCility (or
part of the lacility) 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.
Date of Government Version: 10/04/04
Datal.JUse Release FrequejJ(;Y: Semi-AllIlually
Date of Last EDR Contact: 01/04105
Dute 01 Next Scheduled EDR Contact: 04104/05
NFA: No Further Action Determination
Source: Department wf Toxic Substances Carllrol
Telephone: 916-323-3400
This category contains properties at which DTSC has made a clear determination thaI the property does not pose
a problem to the environment or to public health.
Dale of Government Version: 11/09104
Database Release Frequency' Quarterly
Date 01 Last EDR Contact: 12/02104
Date 01 Next Scheduled EDR Contact: 02/28/05
EM!: ErTl1ssions Inventory Data
Source: California Air Resources Board
Telephone: 916-322-2990
Taxies and criteria pollutant emissions data collected by tile ARB and local air pullutlon agencres.
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GOVERNMENT RECORDS SEA.RQHED I DATA CURRENCY TRACKING
Date of Government Version: 12131i02
Database Release Frequency: Vanes
Date of Last EDR Contact: 10/22104
Date of Next S<.:heduled EDR Contact: 01/17/05
REF: Unconfirmed Properties Referred to Another Agency
Source: Department of Toxic Substances Control
Telephone: 916-323~3400
This category contains properties where contamination has not been confirmed and which were determined as not
requiring direct DTSC Site Mitigation Program action or oversight. Accordingly, these sites have been relerred
to another state or local regulatury agency.
Date of Government Version: 11/09/04
Database Release Frequency: Quarterly
Date of Last EDR Cuntact: 12/02/04
Date of Next Scheduled EDR Contact: 02/28/05
SCH: School Property Evaluation Program
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
This category contains pruposed and existing school sites that are being evaluated by DTSC lor possible hazafdous
materials contamination. In some cases, these properties may be listed in the CalSites category depending on the
level of threat to public health and safety or the environment they pose.
Date of Government Version: 11/09/04
Database Release Frequency: Quarterly
Date 01 Last EDR Contact: 12/02/04
Date of Next Scheduled EDR Contact: 02/28/05
NFE: Properties Needing Further Evaluation
Source: Department of Toxic Substances Control
Telephone' 916-323-3400
This category contains properties that are suspected 01 being contaminated. These are unconfirmed contaminated
properties that need to be assessed using the PEA process. PEA in Progress indicates properties wher", DTSC is
currently conducting a PEA. PEA Required indicates properties where DTSC has determined a PE'A is required. but
not currently underway.
Date of Government Version: 11/09/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12102/04
Date of Next Scheduled EDR Contact: 02/28/05
sLle: Statewide SLlC Cases
Source: State Water Resources Control Board
Telephone' 916-341-5752
The Spills, Leaks, Investigations, and Cleanups (SLlC) listings includes unauthorized discharges from spills
and leaks, other than from underground storage tanks or other regulated sites.
Date uf Gov~'rnment Version: 10113/U4
Database Release Frequency: Varies
Dute of Lust EDR Cunlact: 01/10/05
Date of Next Scheduled EDR Contact: 04/11105
HAZNET: FaCIlity and Manifest Data
Source: California Environmental Protection Agency
Telephone: 916-255-1136
Facility and Manifest Data. The data is extracted from the copies of Imzarduus waste manifests received each year
by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately
350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain
some invalid values for data elements such as generator ID, TSD 10. waste category, and dispusal method.
Dute of Government Version: 12/31/02
Database Release Frequency' Annually
Date of Last EDR Contact: 11/08104
Date of Next Scheduled EDR Contact 02107/05
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IISO~;RNMENT RItiCORIl)$SEAROHEO t DATA QUFlREN'C'f TRAOKING:=]
LOCAL RECORDS
ALAMEDA COUNTY:
Local Oversight Program Listing of UGT Cleanup Sites
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Date of Government Version: 11/24/04
Database Release Frequency: Semi,Annually
Date of Last EDR Contact: 10/25/04
Date of Next Scheduled EDR Contact 01/24/05
Underground Tanks
Source: Alameda County Environmental Healtll Services
Telephone . 51 0-567 -6700
Date of Government Version: 11/24/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact 10/;!5/04
Date of Next Scheduled EDR Contact 01/24/05
CONTRA COSTA COUNTY:
Site List
Source: Contra Costa Health Services Department
Telephone: 925-646-2286
List includes sites from the underground tank, hazardous waste generator and business plan/2185 proglams.
Date of Government Version: 12/13/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/29/04
Date of Next Scheduled EDR Contact: 02/28/05
FRESNO COUNTY:
CUPA Resources List
Source: Dept. of Community Ilealth
Telephone: 559-445-3271
Certiflcd Unified Program Agency. CUPA's arc responsible for impl"mcllting a unifi"d haLardous materials and hazardou~
waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials,
operate underground storage tanks or aboveground storage tanks.
Date of Government Version: 10/21/04
Database Release Frequency. S8mi Annually
Date of Last EDR Contact: 11/08/04
Date of Next !:>cheduled EDR Contact: 02/07/05
KERN COUNTY:
Underground Storage Tank Sites & Tank Listing
Source: Kern County Environment Health Services Department
Telephone: 661-8G2-8700
Kern County Sites and Tanks Listing.
Date of Government Version: 12/13/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/06104
Date of Next Scheduled EDR Contact: 03/07/05
LOS ANGELES COUNTY:
List of Solid Waste Facilities
Source: La County Department of Public Works
Telephone: 818-458-5185
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t _ GOVERNMENT RECORDS SEAReHED I DATA CU8Ra'<1CY T8ACKtNG
Date of Government Version: 06/03/03
Database Release Frequency: Varies
Date of Last EDR Contact: 11/18/04
Date of Next Scheduled EDR Contact: 02/14/05
City of EI.Segundo Underground Storage Tank
Source: City of EI Segundo Fire Department
Telephone: 310-524-2236
Date of Government Version: 11/29/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/15/04
Date of Next Scheduled EDR Contact: 02/14/05
City of Long Beach Underground Storage Tank
Source: City of Long Beach Fire Department
Telephone: 562-570-2543
Dale uf Government Version: 03/28/03
Database Release Frequency: Annually
Date of Last EOR Contact: 11/29/04
Date of Next Scheduled EDR Contact: 02/21/05
City of Torrance Underground Storage Tank
Source: City of Torrance Fire Department
Telephone: 310-618-2973
Date of Government VerSion, 12/03/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact 11/15/04
Date of Next Scheduled EDR Contact: 02/14/05
City of Los Angeles landfills
Source' Engineering & Construction Division
Telephone: 213-473-7869
Date of Government Version: 03/01/04
Database Release Frequency: Varies
Date of Last EDR Contact: 12/13/04
Date of Next Scheduled EDR Contact: 03/14105
HMS: Street Number List
Source: Department of Public Works
Telephone: 626-458-3517
Industrial Waste and Underground Storage Tank Sites.
Date of Government Version: 09/30/04
Database RO'lease Freljuency: Semi-Annually
Date of Last EDR Contact 10/12/04
Date of Next SdlerJulO'd EDR Contact: 02/14105
Site Mitigation list
Source: COfTmlunlty Health Services
Telephone: 323-890-7806
Industrial sites that have had some sort of spill or complaint.
Date of Government Version: 02126/04
Database Release Frequency: Annually
Date of Last EDR Contact: 11/15/01
Date or Next Scheduled EDR Contact: 02/14/05
San Gabriel Valley Areas of Concern
Source: EPA Region 9
Telephone: 415-972-3178
San Gabriel Valley areas where vac contamination is at or above the MCL as designated by region 9 EPA office.
Date of Government Version: 12/31/98
Datauase Release Frequency: No Update Planned
Date of Last EDR Contact 07/06/99
Date of Next Scheduled EDR Contact: N/A
MARIN COUNTY:
Underground Storage Tank Sites
Source Pubilc Works Department Waste Management
Telephone' 415A99-6617
Currently perrnitted USTs in Marin County.
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GQVERNMENT RECORDS SEARCHED I DATA OURFUSNCV TRACKING
Date 01 Government Version: 11/16/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/01/04
Date of Next Scheduled EDR Contact 01/31/05
NAPA COUNTY:
Sites With Reported Contamination
Source: Napa County Department of Environmental Management
Telephone: 707-253.4269
Date of Government Version: 12/27/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 12/28/04
Date 01 Next Scheduled EDR Contact: 03/28/05
Closed and Operating Underground Storage Tank Sites
Source: Napa County Department 01 Environmental Management
Telephvne: 707-2534269
Date of Government Version: 12/27/04
Database Release Frequency: Annually
Date of Last EOR Contact: 12/27/04
Date of Next Scheduled EDR Contact: 03/28/05
ORANGE COUNTY:
list of Underground Storage Tank Cleanups
Source: Health Care Agency
Telephone: 714-834-3446
Orange County Underground Storage Tank Cleanups (LUST).
Date of Government Version: 12/01/04
Database Release Frequency: Quarterly
Date of Last ED R Contact: 12/10/04
Date of Next Scheduled EDR Contact: 03/07/05
list of Underground Storage Tank Facilities
Source: Health Care Agency
Telephone: 714-834-3446
Orange County Underground Storage Tank Facilities (UST).
Date of Government Version' 12/0t104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/10/04
Date of Nex1 Scheduled EDR Contact 03/07/05
List of Industrial Site Cleanups
Source: Health Care Agency
T t:lefJhonrc: 114-834-:,440
Petroleum and non-petroleum spills.
Date of Government Version: 12/01/04
Database Release Frequency: Annually
Date of Last fOR Contact: 12/10/04
Date of Next Scheduled EDR Contact 03/07/05
PLACER COUNTY:
Master list of Facilities
Source: Placer County Health and Human Services
Telephone. 530889 1312
List includes aboveground tanks, underground tanks and cleanup sites.
Date of Government Version: 10/04/04
Datab<.lsrc Release Frequency: Semi-Annually
Date of Last EOR Contact: 12/20/04
Date of Next Scheduled EDR Contact 03/21/05
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GOVERNMENT RECOROS SEARCHED J DATA CURA:ItNGY."fRACKING
RIVERSIDE COUNTY:
Listing of Underground Tank Cleanup Sites
Source: Department of Public Health
Telephone: 909-358-5055
Riverside County Underground Storage Tank Cleanup Sites (LUST).
Date uf Government Version: 12/06/04
Database Release Frequency: Quarterly
Dale of Last EDR Contact: 01/17/05
Date of Next Scheduled EDR Contact: 04/18/05
Underground Storage Tank Tank List
Source: Health Services Agency
Telephone: 909-358-5055
Date of Government Version: 12/06/04
Database Release Frequency: Quarterly
Date 01 Last EDR Contact: 01/17/04
Date of Next Scheduled EDR Contact: 04/18/05
SACRAMENTO COUNTY:
CS - Contaminated Sites
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Date of Government Version: 08/28/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 10/13/04
Date of Next Scrleduled EDR Contact 01/31/05
ML - Regulatory Compliance Master List
Source: Sacramento County Environmental Management
Tchcphone: 816-875-8406
Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks,
waste generators,
Date of Government Version: 10/15/04
Database Release Frequency' Quarlp.rly
Dute oJ Last EDR Cuntact: 11/02/04
Dale of Next Scheduled EDR Contact: 01/31105
SAN BERNARDINO COUNTY;
Hazardous Materia! Permits
Source' San Bernardino County Fire Department Hazardous Materials Division
Telephone: 909-387-3041
This listiny irlcludes underground storage tanks, medical waste handlers/generators, hazardous materials handlers.
ha7ardous waste generators, and waste oil generators/handlers.
Date of Government Version: 09117104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/06/04
Date 01 Next Scheduled EDR Contact 03/07/05
SAN DIEGO COUNTY:
Solid Waste Facilities
Source: Department of Health Services
Telephone: 619-338-2209
San Diego County Solid Waste Facilities,
Date of Government Version: 08/01100
Database Release Frequency: Vanes
Date of Last COR Contact: 11/22/04
Date 01 Next Sdleduled EDR Contact 02/21/05
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GOVEHNMENTRECQRDSS~ARCH:E[) I DATA CURRENCY TBACKING
Ha.lardous Materials Management Division Database
Source: Hazardous Materials Management Division
Telephone: 619-338-2268
The database includes: HES8 - This report contains the business name, site address, business phone number, establishment
'H' permit number, type of permit, and the business status. HE17 - In addition to providing the same information
provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous
waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information
on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases
in Si1n Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination
are included.)
Date of Government Version: 06/29/04
Database Release Frequency: Quarterly
Dale of Last EDR Contact: 01/10/05
Date of Next Scheduled EDR Contact 04/04105
SAN FRANCISCO COUNTY:
local Oversite Facilities
Source Department Of Public Health San Francisco County
Telephone: 415-252-3920
Date of Government VerSion: 12/09/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/06/04
Date of Next Scheduled EDR Contact 03/07/05
Underground Storage Tank Information
Sourt:e: Department of Public Health
Telephone: 415-252-3920
Date of Government Version: 12/09/04
Database Release Frequency: Quarterly
Date of Last EDR Contact 12/06/04
Date of Next Scheduled EDR Contact: 03/07/05
SAN MATEO COUNTY:
Fuel Leak List
Source: San Mateo County Environmental Health Services Division
Telephone: 650-363-1921
Date of Government Version: 10/27/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 01/10105
Dat(; vf Next Scheduled EDR Contact: 04/11/05
Business Inventory
Source: San Mateo County Envrronmental Health Services Division
Telephone: 650-363-1921
List indutJe~ Hazardous Materials Business Plan, hazardous waste gerlerators, and underground storage tanks.
Date of Government Version: 08/19/04
Database Release Frequency: Annually
Date of Las1 EDR Contact: 01/1 O/Ut>
Date of Next St:heduled EDR Contact: 04/11/05
SANTA CLARA COUNTY:
Fuel Leak Site Activity Repon
Source: Santa Clara VaHey Water District
Telephone: 408-265-2600
Date of Government VerSion: 06/30/04
Database Release Frequency: Semi-Annually
Date of Last EOR Contact 1 ~/28/04
Date of Next Scheduled EDR Contact: 03/28105
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~ GOVeANMENTFlEiCORDS $iMOMED I DATA CURFI11iNCV mACKIN.G
Hazardous Material Facilities
Source: City of San Jose Fire Department
Telephone: 408-277-4659
Date of Government Version. 10/01/03
Database Release Frequency: Annually
Date of Last EDR Coniact: 12106/04
Date of Next Scheduled EDR Contact: 03/07/05
SOLANO COUNTY:
Leaking Underground Storage Tanks
Source: Solano County Department of Environmental Management
Telephone: 707A21~6770
Date of Government Version: 12/14/04
Database Release Frequency: Quarterly
Date of Last EDR Coniact: 12113/04
Date of Nexi Scheduled EDR Contact: 03/14/05
Underground Storage Tanks
Source: Solano County DepiHtment of Environmental Management
Telephone: 707-421-6770
Date of Government Version: 12/14/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 11/29/04
Oat" of Next Scheduled EDR Contact: 02/14/05
SONOMA COUNTY:
Leaking Underground Storage Tank Sites
Source: Department of Health Services
Telephone: 707-565-6565
Date of Government Version: 10125104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 10/25104
Date of Next Scheduled EDR Contact 01/24/05
SUTTER COUNTY:
Underground Storage Tanks
Source: Sutter County Department of Agriculture
Telephone. 030-822-7500
Oak of Government Version: 0112'3/U4
Database Release Frequency: Semi-Annually
Out~ uf Lust EOR Cunlact 01/03105
Delte of Next Schp.duled EDR Contact 04104105
VENTURA COUNTY:
Inventory of mega' Abandoned and inactive Sites
Source: Environmental Health Division
Telephone: 805~654-2813
Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.
Date of Government Version: 08/01/04
Database Release Frequency: Annually
Date of Last EDR Contact. 11/22104
Date of Next Scheduled EDR Contact 0212t/05
Listing of Underground Tank Cleanup Sites
Source: Environmental Health Division
T olephone: 805-654-2813
Ventura County Underground Storage Tank Cleanup Sites (LUST).
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GOV6RNMENTFU;;CORDS SEARCHED I DATA CURRENCY TRACKING
Date of Government Version: 11/30/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/17/04
Date of Next Scheduled EDR Contact: 03/14/05
Underground Tank Closed Sites List
Source: Environmental Health Division
Telephone: 805-654-2813
Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List.
Date of Government Version: 09/29/04 Date of Last EDR Contact: 01/14/05
Database Release Frequency: Quarterly Date 01 Next Scheduled EDR Contact: 04/11/05
Business Plan, Hazardous Waste Producers, and Operating Underground Tanks
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste
Producer (W), and/or Underground Tank (T) information.
Date of Guvernment Version: 12/01/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12/17104
Date of Next Scheduled EDR Contact: 03/14/05
YOLO COUNTY:
Underground Storage Tank Comprehensive Facility Report
Source: Yolo COlmty Department of Health
Telephone: 530-666-8646
Date of Government Version: 11/23/04
Database Release Frequency: Annually
Date of Last EDR Contact: 01/17/05
O,,-Ie of Next Scheduled EDR Contact 04/18/05
California Regional Water Quality Control Board (RWQCB) LUST Records
LUST REG 1: Active Toxic Site Investigation
Source: California Regional Water Quality Control Board Nortll Coast (1)
Telephone: 707-576-2220
Del Norte, Humboidt, Lake, Mendocino, Madoc, Siskiyou, Sonoma, Trinity counties. For more current information.
lJlease refur to the State Water Resources Con 1m I Board's LUST databuse.
Date of Government Version: 02/0 t/01
Database Release Frequency' No Update Planned
Date of Last EDR Contact: 11/22/04
Date of Next Srcheduled EDR Contact 02/21105
LUST REG 2: Fuel leak List
Source: California Regional Water Quality Control Board San Francisco Bay Region (?)
Telephone: 510-286-0457
Date of Government Version: 09/30/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 01/10/05
Date of Next Scheduled EDR Contact: 04111/05
LUST REG 3: Leaking Underground Storage Tank Database
Source: California Regional Water Quality Control Bllard Central Coast Regfolf (3)
Telephone: 805-549-3147
Date of Government VerSion: 05/19/03
Database Release Frequtlncy: Varies
Date of Last EDR Contact: 11/17104
Date of Next Scheduled EDR Contact: 02/14/05
LUST REG 4: Underground Storage Tank Leak List
Sourc~; California Regional Water Quality Control Board Los Angeles Region (4)
Telephone: 213~576"6600
Los Angeles, Ventura counties, For more current information, please refer to the State Water Resources Control
Board's LUST database.
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GOVERNMBNTRECORDS SEARCHED I DATA CURRENCY TRAC.KING
Date of Government Version: 09107/04
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 12/27/04
Date of Next Scheduled EDR Contact: 03/28/05
LUST REG 5: Leaking Underground Storage Tank Database
Source: California Regional Water Quality Control Board Central Valley Region (5)
Telephone: 916-464-3291
Date of Government Version: 10/01/04
Database Release frequency: Quarterly
Date of Last EDR Contact: 10/22/04
Date of Next Scheduled EDR Contact: 01/30/05
LUST REG 6L: Leaking Underground Storage Tank Case listing
Source: California Regional Water Quality Control Board Lahontan Region (6)
Telephone: 916-542-5424
For more current information, please refer to the State Water Resources Control Board's LUST database.
Date of Government Version: 09/09/03
Database Release frequency: No Update Planned
Date of Last EDR Contact: 12/06/04
Date of Next Scheduled EDR Contact: 03/07/05
LUST REG 6V: Leaking Underground Storage Tank Case listing
Source: California Regional Water Quality Control Board VictorviJle Branch Office (6)
Telephone: 760-346-7491
Date of Government Version: 08109/04
Database Release Frequency: Nu UlJdate Planned
Date of Last EDR Contact: 01/03/05
Date of Next Sl:heduled EDR Contact: 04/04/05
LUST REG 7: Leaking Underground Storage Tank Case Listing
Source: Calilornia Regional Water Quality Control Board Colorado River Basin Region (7)
Telephone: 760-346-7491
Date of Government Version- 02/26/04
Database Release Frequency: Varies
Date of Last FOR Contact: 12/27/04
Date of Next Scheduled EDR Contact 03/28/05
LUST REG B: Leaking Underground Storage Tanks
Source: California Regional Water Quality Control Board Santa Ana Region (8)
Tele[Jhune: 951-182A130
C.11lfornia Regional Water Ouality Control Board Santa Ana Region (8)_ For more current information, please refer
to the State Water Resources Control Board's LUST database.
Date of Government Version: 11/01/04
DtltaLJase Release Frequency: No Update Planned
Date of Last EDR Contact: 11/10/04
Date uf Next Sl:heduled EDR Con tad: 02/07/05
LUST REG 9: Leaking Underground Storage Tank Report
Source: California Regional Water Quality Control Board San Diego Region (9)
Telephone: 858-467-2980
Orange, Riverside, San Diego counties. For more current information. please refer to the State Water Resources
Control Board's LUST datauase_
Date uf Government Version: 0:)101/01
Database Release Frequency: No Update Planned
Date of Last EDR Cuntact: 10/18/04
Date of Next Scheduled EDR Contact 01/17/05
California Regional Water Quality Control Board (RWQCB) SLlC Records
sLle REG 1: Active Toxic Site Investigations
Source: California Regional Water Quality Control Board, North Coast Region (1)
Telephone: 707~576~2220
Date of Government Version: 04/03/03
Database Release Frequency: Semi~Annually
Date of Last EDR Contact: 12/06/04
Date of Next Scheduleu EDR Contact 02/21/05
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G'OVERNMENT RECORDS'SEARCHEtJ I ElATA CUR,REN.CY TRACKING
SlIC REG 2: Spills, Leaks. Investigation & Cleanup Cost Recovery Listing
Source: Regional Water Quality Control Board San Francisco Bay Region (2)
Telephone: 510-286-0457
Any contaminated site that impacts groundwater or has the potential to impact groundwater.
Date of Government Version: 09/30/04 Date of Last EDR Contact: 01/10/05
Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 04/11/05
SLlC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Regional Water Quality Control Board Central Coast Region (3)
Telephone: 805-549-3147
Any contaminated site that impacts groundwater or has the potential to impact groundwater.
Date of Gowrnment Version 11/13/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/15/04
Date of Next Scheduled EDR Contact: 02/14/05
SlIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: Region Water Quality Control Board Los Angeles Region (4)
Telephone: 213-576-6600
Any contamlllated site that Impacts groundwater or has the potential to impact groundwater.
Date of Government Version 11/17/04
Database Release Frequency: Varies
Date of Last EDR Contact: 10/25/04
Date of Next Scheduled EDR Contact: 01/24/05
SlIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: Regional Water Quality Control Board Central Valley Region (5)
TeleptJone: 916-464-329.1
Unregulated siles that impact groundwater or have the potential to impact groundwater.
Date of Government Version: 04101/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 01/04/05
Date of Next Scheduled EDR Contact: 04/04/05
SLlC REG 6L: SLlC Sites
Source: California Regional Water Quality Control Board, Lahontan Region
Telephone: 530-542-5574
Date of Govemment Version: 09/07/04
Database Release Frequency' Varies
Date of Last EDR Contact: 12/06/04
Date of Next Scheuuleu EDR C,-,nlacl. 03/07/05
SLlC REG 6V: Spills, Leak.s, Inve:otlgatlon & CleanulJ Cust Recuvery Listiny
Source: Regional Water Ouality Control Board, Victorville Branch
Telephone: 619-241-6583
Date of Government Version: 04/0t/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 12/17104
Date of Next Scheuuleu EDR Cuntact: 04/04/05
SLJe REG 7: SLlC List
Source_ California Regional Quality Control 80ard, Colorado River Basin Region
Telephone: 760-346.7491
Dale of Government Version: 11/21/04
Database Release Frequency: Varies
Date of Last EDR Contact: 11/22/04
Date of Next Scheduled EDR Contact: 02/21/05
SUC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Region Water Quality Control Board Santa Ana Region (8)
Telephone 951-782-3298
Date of Government Version: 07/01/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 01/0l/05
Date of Next Scheduled EDR Contact: 04104105
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SLlC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Regional Water Quality Control Board San Diego Region (9)
Telephone: 858-467-2980
Date of Government Version, 09/1 U/04
Database Release Frequency: Annually
Date of Last EDR Contact: 11/29/04
Date of Next Scheduled EDR Contact: 02/28/05
EDR PROPRIETARY HISTORICAL DATABASES
Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to
EDR by Real Property Scan, Inc. @Copyright 1993 Real Property Scan, Inc. For a technical description of the types
of hazards which may be found at such sites, contact your EDR customer service representative.
Disclaimer Provided by Real Property Scan, Inc.
The information contained in this report has predominantly been obtained from publicly available sources produced by entities
other than Real Property Scan. While reasonabie steps have been taken to insure the accuracy of tllis report, Real Property
Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund
of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal
opinion.
BROWN FIELDS DATABASES
VCP: Voluntary Cleanup Program Properties
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents
have request that DTSC oversee investigation andlor cleanup activities and have agreed to provide coverage for
DTSC's costs.
Date of Government Version: 11/09/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 12102/04
Date of Next Scheduled EDR Contact: 02/28/05
US BROWNFIELDS: A Listing of Brownlields Sites
Source: Environmental Protection Agency
Telephone: 202-566-2777
Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields
properties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA's Targeted Brownfields
Assessments (TBA) program is designed to help slates, tribes, and municipalities--especlully Ulose without EPA
Brownfields Assessment Demonstration Pilots--minimize the uncertainties of contamination often associated with
brownlields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments
at brownlields sites throughout the country. Targeted Brownfields Assessments supplement and work with other efforts
under EPA's Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement
Recipients-States, political subdivisions, territories, and Indian tribes become Brownfields Cleanup Revolving
Loan Fund (BCRLF) cooperatiw agrt'ement recijJients when they enter into BCRLF cooperative agreements with the
U,S, EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF
cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for spr;:cifieu
brownlields-related cleanup activities.
Date of Government Version: N/A
Database Release Frequency: Semi"Annually
Dale of last EDR Contact N/A
Date of Next Scheduled EDR Contact: N/A
TC1352905.2s Page GR-20
E-IOO
GOVERNMENT RECORDS SEAR'CBED IDATACLJ,RiR'ENCY TRACK.ING
'I
OTHER DATABASE(~
Depending on the geographic area covered by this report, the data provided in these specialty databases muy or may not be
complete. For example, the eXistence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of <.lilY reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report
Oil/Gas Pipelines: This data was obtained by EDR from the USGS ill 1994. It is relerred to by USGS as GeoData Digital Line Graphs
from 1:100,000-Scale Maps. 11 was extracted from the transportation category including some oil, but primarily
gas pipelines.
Electric Power Transmission Line Data
Source: PennWell Corporation
Telephone: (800) 823-6277
This map includes information copyrighted by PennWell Corporation. ThiS information is provided
on a best effort basis and Penn Well Corporation does not guarantee its accuracy nor warrant Its
fitness for any particular purpose. Such information tlElS been reprinted with the permission of PennWefl.
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These senSitive receptors typically include the elderly, the sick, and children. While the location 01 all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: 312~280.5991
The database includes a listing of hospitals based on the American Hospital Association\1 anf1Llal survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals With Medicare provider number, produced by Centers of Medicare & Medicard Servic~s,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: Nationallll8titutes of Health
Telephone: 301-G94-6248
Information on Medicare and Medicaid certified nursing homes in the United Statrcs.
Public Schools
Source: National Center for Education StatistiCS
Telephorle: 202-502-7300
The National Center for Education StOltisllcs' primary database on elementary
and secondary pubiic edu{;ation in the United States. It is a cumprehensive, annual, national statistical
uatOluase of all public elementary and secondary schools and ;;chool districts, whictl contuim; data Hlat are
comparable across all statc~.
Private Schools
Source: National Center lor Education Statistics
Telephone 202-502-7300
The National Center for Education Statistics' primary databOlse on private school locations in the United SlateS.
Daycare Centers: Licensed Facilities
Source: Department 01 Social Services
Telephone: 916-657.4041
Flood Zone Data: This data, available in select counties across the country, was outained by EDR in 1999 from the rederal
Emergency Management Agency (FEMA). Data depicts 1 aO-year and GOO-year flood zones as defir1Cd by FEMA.
NWI: National Wetlands Inventory. This data, available in select count"2~ Oll'fOSS the country, was obtained by EDR
in 2002 from thrc U.S. Fish Wid Wildlife Service.
E-l0l
TC13529052s Page GR-21
~ G~VE:Ffl'lMaN1' ~EeoAQS SI5ARCHE:IH DATA CURRENCY TRACKING
STREET AND ADDRESS INFORMATION
@2003 Geographic Data Technology, Inc.. ReI. 07/2003. This product contains proprielaljl and confidential property of Geographic
Data Technoiogy, lnc. Unauthorized use, including copying for other than testing and standard backup procedures, of this product is
expressly prohibited.
E-I02
TC1352905.2s Page GR 22
GEOCHECK @- PHYSICAL SETTING SOURCE ADDENDUM
TARGET PROPERTY ADDRESS
ARROWHEAD SPRINGS RESORT
24600 ARROWHEAD SPRINGS ROAD
SAN BERNARDINO, CA 92404
TARGET PROPERTY COORDfNATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
34.186699-34" 11' 12.1"
117.261703 - 11 T 15' 42.1"
Zone 11
475885.0
3782693.0
2005 fl. above sea level
EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional
with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3.
Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital
Elevation Model) be reviewed. it aiso requires that one or more additional physical setting sources be sought
when (1) conditions have been identified in which hazardous substances or petroleum products are likely
to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute
Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice,
to assess the impact of migration of recognized environmental conditions in connection with the property. Such
additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic,
and geologic characteristics of a site, and wells in the area.
Assessment ot the Impact at contaminant migration generally has two principle investigative components:
1. Groundwater flow direction. and
2 Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology. characteristics
of the soil, anu nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata.
EDR's GcoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration.
TC1352905.2s Page A-1
E-I03
GEOCHEC~ .. PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
should contamination exist on the target property, what downgradient sites might be impacted.
TARGET PROPERTY TOPOGRAPHY
USGS Topographic Map:
General Topographic Gradient:
Source:
34117-B3 SAN BERNARDINO NORTH, CA
General SSE
USGS 75 min quad index
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
~
'"
c:
Q
(ij
>
<IJ
[ij
0;
North
South
TP
:g
c
,'2
~ ~
[; ~
[ij
N
~
<>
g
"'
~ ~ ~
~ g; ~
~ _ .u.o . ..$J1.
OJ
'"
q,
'"
N
g
w
~ m -"
'" ~ '"
. - -+ - , g. .
f;l
'"
+'
'"
:=
N
'"
~
'"
S]
""
West
East
TP
o
1/2
1 Miles
I
Target Property Elevation: 2005 ft.
Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified.
TC 1352905.2s Page A-2
E-104
-- -- --,
GEOCHECK0 ~ PHYSICA.L Sl:TTING SOURCE SUMMARY
HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted_
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water)_
FEMA FLOOD ZONE
TarQet Properly County
SAN BERNARDINO, CA
FEMA Flood
Electronic Data
YES - refer to the Oven/iew Map and Detail Map
Flood Plain Panel at Target Property:
06071 C7942F
Additional Panels in search area:
06071 C7955F
06071 C7935F
06071 C7961 F
NATIONAL WETLAND INVENTORY
NWI Quad at TarQet Property
NOT AVAILABLE
NWf Electronic
Data CoveraQe
Not Available
HYDROGEOLOGIC INFORMATION
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area, Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted,
Site-Specific Hydrogeological Data';
Search Radius: 1 _25 miles
Status; Not found
AQUIFLOWC"}
Search Radius: 1_000 Mile_
EDR hCls developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select siles and has extracted the dale of the report, groundwater flow direction as determined
hydrogeologically, Clnd the depth to water table.
MAPID
Not Reporte<.J
LOCATION
FROM TP
GENERAL DIRECTION
GROUNDWATER FLOW
. Q)199€' Sit8-~S;loQ:;;Hic tlydruqeQlogic-.,d :i<ll<l q'""lIl",rl;1g b':r' CERCLlS Ai~11",> IIIQ., BO:li;)l;ridg~ h;l.~nd. WA. All riqhl~ fa,,'olwed. All ulth", inJorrrk;ltkm Olnd DviTliomq.lf1;l.....ml00 '-'lH..' UIU::,.... ui lh... ,-,it~ EPA r,-"p,)r\(<:;), ,....h-i~h w.;>re -:ompl~le-d ulld",r
u Compfeiiensive ErNir-Qflmcnlc:.1 RC::;pOMC CampCfi5alio.n and Lisbili1y lr1ro'malio-n Sy!:;10m (CERCLIS) in'.'M1igOl!iOn
TC13::i2905_2s Page A-3
E-I05
L
GBOCHECJ<19 - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. 11 such data are not reasonably ascertainable, it may be necessary
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
move more quickly through sandy-gravelly types of soils fhan silty-clayey types of soils.
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
ROCK STRATIGRAPHIC UNIT
GEOLOGIC AGE IDENTIFICATION
Era:
System:
Series:
Code:
Mesozoic Category: Plutonic and Intrusive Rocks
Cretaceous
Cretaceous granitic rocks
Kg (decoded above as Era, System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. SChruben, RE. Arndt and W,J. Bawiee, Geology
of the Conterminous U.S. at 1 :2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Map, USGS Digital Data Series DDS - 11 (1994).
DOMINANT SOil COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscapt:. Suil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
The following information is based on Soil Conservation Service 8T A T8GO data.
Soil Component Name:
URBAN LAND
SOil Surface Te:<ture:
variable
Hydrologic Group:
Not reported
Soil Drainage Class:
Not reported
Hydric Status: Soil does nol meet the requirements for a hydric soil.
Corrosion Potential - Uncoated Steel: Not Reported
Depth to Bedrock Min:
> 10 inches
Depth to Bedrock Max:
> 10 inches
__.__n_
Soil Layer Information
-~.
Boundary Classification
~~_. ~
Layer Upper Lower Soli Texture Class AASHTO Group Unified Soil Permeability Soil Reaction
Rate (in/hr) (pH)
. .
1 o inches Ginches variable Not reported Not reported Max: 0.00 Max: 0.00
~ -- -_. Min: 0.00 Min: 0.00
TC1352905.2s Page A-4
E-I06
u~
GEOCHEtCJ(ID - PHYSICAL SETTING SOURCE SUMMARY
OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service ST A TSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: gravelly - loamy sand
coarse sandy loam
stony - loamy sand
fine sand
silt loam
sandy loam
fine sandy loam
clay loam
gravelly - sandy loam
loamy fine sand
Surticial Soil Types: gravelly - loamy sand
coarse sandy loam
stony. loamy sand
fine sand
sift loam
sandy loam
fine sandy loam
clay loam
gravelly - sandy loam
loamy fine sand
Shallow Soil Types: fine sandy loam
gravelly - loam
Deeper Soil Types: gravelly - fine sandy loam
sand
silty clay foam
gravelly - sandy loam
loam
ADDITIONAL ENVIRONMENTAL RECORD SQURgES
According to ASTM E 1527-00, Section 1.2.2, none or more additionai state or local sources of enVIronmental
records may be checked, in Ihe discretion of the environmental professional, to enhRnce and supplement federal
and state sources... Factors to consider in determining which local or additional state records, il
any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sulficiently
useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (.3) whether they
are obtained, pursuant to local, good commercial or customary practice." One of the record SOllrces listed in Section
7.2.2 is water well information. Water well information can be used to assist the environmental professional in
assessin\J sources that may impact groundwater flow direction, and in forming an opinion about the impact of
contaminant migration on nearby drinking water wells.
WELL SEARCH DISTANCE INFORMATION
DATABASE
Federal USGS
Federal FRDS PWS
State Database
SEARCH DISTANCE (miles)
1_000
Nearest PWS within 1 mile
1.000
TCt352905.2s Page A-5
E-I07
GE()CHECKID - PHYSI6AL SefTINGSOURCE SUMMARY
FEDERAL USGS WELL INFORMA nON
MAPID
WELL ID
No Wells Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
MAPID
WELL ID
No PWS System Found
Note: PWS System location is not always the same as well location.
STATE DATABASE WEll INFORMATION
MAPID
WELL 10
No Wells Found
E-I08
LOCATION
FROM TP
LOCATION
FROM TP
LOCATION
FROM TP
TC1352905.2s Page A-6
, I
PHYSICAL SETTING SOURCE MAP -1352905.2s
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tv' County Boundary
.IV Major Roads
Contour Unes
I', Earthquake Fault Unes
@ Earthquake epicenter, Richter 5 or greater
(jJ) Water Wells
@ Public Water Supply Weils
,~ Cluster of Multiple Icons
o
f- .
1/4
.1
112
,
, Miles
------i
~
Groundwater Flow Direction
('GTJ Indeterminate Groundwater Flow at Location
(51) Groundwater Flow Varies at Location
(liD) Closest Hydrogeological Data
~.. Oil, gas or related wells
TARGET PROPERTY:
ADDRESS:
CITYfSTATE1ZIP:
LA T1LONG:
Arrowhead Springs Resort
24600 Arrowhead Springs Road
San Bernardino CA 92404
34.1867/117.2617
CUSTOMER:
CONTACT:
INQUIRY #:
E IODATE:
The Planning Center
Susie June
1352905.25
February 02, 2005 2: 19 pm
Copyright 1\] 20()5 EOR, Inr: IC,' 2003 GDT. In.: Rill. 07/200:1 All RI!J!lts Rijserved.
GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
AREA RADON INFORMATION
State Database; CA Radon
Radon Test Results
Zip
Total Sites
> 4 Pci/L
Pet. > 4 Pci/L
92404
7
o
0.00
Federal EPA Rauon Zone lor SAN BERNARDINO County: 2
Note; Zone 1 Indoor average level"> 4 pCilL.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
: Zone 3 indoor average level < 2 pC ilL.
Federal Area Radon Information for Zip Code: 92404
Number of sites tested:
Area
Average Activity
% <4 pCi/L
% 4-20 pC ilL
% >20 pCilL.
living Area - 1st Floor
living Area-2nd Floor
Basement
1 .000 pCi/L
Not Reported
Not Reported
100%
Nut Reported
Not Reported
OCJ!""
Not Reported
Nut Reported
0%
Not Reported
Not Reported
TC1352905.2s Page A-S
E-II0
l
~
PHYSICAL SETTING SOURCE REc.ORDS SEARCHED
TOPOGRAPHIC INFORMATION
USGS 7.5' Digital Elevation Model (OEM)
Source: United States Geologic Survey
EDR acquired the USGS 75' Digital Elevation Model in 2002. 7.5-Minute OEMs correspond to the USGS
1 :24,000- and 1 :25,OOO-scale topographic quadrangle maps.
HYDROLOGIC INFORMATION
Flood Zone Data: This data. availabltJ in select counties across the country, was obtained by EDR in 1999 from the Federal
Emergency Management Agency (FEMA} Data depicts 1 DO-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was ol!tuined by EDR
in 2002 from the U.S. Fish and Wildlife Service
HYDROGEOLOGIC INFORMATION
AQUIFLOWR lnformation System
Source: EDR proprietary database of groundwater flow information
EDR Ilas developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR bas reviewed reports submitted to regulatory authorities at select sites and !las
extracted tile date of the report. hydrogeologically determined groundwater flow direction and depth to water table
rnformation.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Suurce: P.G. Schruben. RE. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1 :2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - t1 11994).
STA TSGO: State Soii Geographic Database
Source: Department of Agnculture, Natural Resources Conservation Services
The U S. Department of Agriculture's (USDA) Nutural Resources Conservation Service (NRCS) leads the national
CUllservatiun Soil Survey (NeSS) and is responsible for collecting, Slori!I\!, maintaining and distributing soil
survey inform23tion for privately oWlreu lunds in the United States_ A soil map in a soil survey IS a representation
ot soil patterns in a landscape. Soil maps for STATSGO are r.;olllpiled by generalizing more detailed (SSURGO)
soil survey maps.
ADDITIONAL ENVIRONMENTAL RECORD SOURCES
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water systenl which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and otller sOlnees.
PWS ENF: Public Water Systems Violatloll and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: 202-504<,750
Violation and Enforcement data for Pubhc Water Systems from tile Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995. the data came from the Federal Reporling Data System (FRDS).
USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects vr Ilas collected data on suliace
water and/or groundwater. The groundwater data Includes intormation on wells, springs, and other sources of groundwater.
E-ll1
TGi 352905.2s Page A-9
[-~
J
PHYSICAL SETTING 'SQWRCEREGOHDS SEARCHED
STATE RECORDS
California Drinking Water Quality Database
Source: Department of Health Services
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the stat", of California
since 1984. 1I consists of over 3,200,000 individual analyses along with well and water system information.
California Oil and Gas Well Locations for District 2, 3,5 and 6
Source: Department of Conservation
Telephone: 916-323-1779
RADON
State Database: CA Radon
Source: Department of Health Services
Telephone: 916-324-2208
Radon Database for California
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPAlState Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collecied at
private sources such as universities and research institutions.
EPA Radon Zones
Source' EPA
Telephone: 703-356-4020
Sections 307 & 309 of iRAA directed EPA to list and identify areas of U.S. with the potential for eievated inrloor
radon levels.
OTHER
Airport Landing Facilities: Private and public use landing facilltl8s
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World l'arthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
California Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines,
prepared in 1975 by the United State Geological Survey. Additional information (also fwrn 1975) regarding activity at specific fault
lines comes from California's Preliminary Fault Activity Map prepared by the California D1Vision of Mines and Geology.
E-112
TC 1352905.2s Page A-1 0
ApjJendix
Appendix C. Agency Records
Arrowhe.td Sjlrinf{S ReJort
P'vl[)(, -Ii} ori!?jwi"!":P{", ..I,,(ic
E-113
American Developmt:nt GroujJ, Inc. . Page 11-7
~
Appendz).:
This page intentionally left blank
PageA-8 · The Planning Center
P:\A[)(;-IJ 1..;rriKi'f.'Io/'j, ;Phdk'i.tl'ti."
Afct/'ch 0)
E-114
Permits
E-115
This page intentionally left blank
E-116
~
COUNTY OF SAN BERNARDINO
CERTIFIED UNIFIED PROGRAM AGENCY
ANNUAL PERMIT
l{
ATTN: DEPT 51-00
ARROWHEAD SP CH/CONF CNTR
24600 ARROWHEAD SPRINGS AD
SAN BERNARDINO, CA 92414-0000
This Unified Permit is hereby issued to:
ARROWHEAD SP CH/CONF CNTA
24600 ARROWHEAD SPRINGS RD
SAN BERNARDINO, CA
92414-0000
Permit is issued to Facility: FA0001134 for a period not to exceed one year from effective date.
Effective Date: 8/1/2004
Expiration Date: 7/31/2005
Permit Number
Program Element
Related 10
PT0002725
PT0002726
PTOO11599
PT0011600
4221 HAZMAT HANDLER 0-10 EMPLOYEES
4420 SPECIAL GENERATOR(8)
4104 UST OWNERSHIP/OPERATING PERMIT (PER USl
4104 UST OWNERSHIP/OPERATING PERMIT (PER USl
PR0003128
PROO03129
TA0001478
T A00014 79
(~"U_"~,
\ ~~~_- ~- ~l\s
-
Peter FL Hills, Fire Chief/Fire Warden
THIS PERMIT IS NOT TRANSFERABLE AND IS ISSUED CONDITIONAU Y
UPON ADHERENCE TO THE REQUIREMENTS LISTED ON THE BACK OF THIS PERMIT.
THIS FORM MUST BE DISPLAYED CONSPICUOUSLY ON THE PREMISES.
r +,
E-117
,+h
L-J
L--J
[~ South Coast
~... Air Quality Management District
~i".. 21865 Copley Drive. Diamond Bar. CA 91765-4178
~. 'i (909) 396-2000 . www.aqmd.goY
DATE: 09-01-04
EQUIPMENT LOCATED AT; ARROWHEAD SPRINGS RD
SAN BERNARDINO, CA 92414~ 0001
LEGAL OWNER
OR OPERATOR
CO. ID: 66484
CAMPUS CRUSADE FOR CHRIST INTERNATIONAL
24600 ARROWHEAD SPRINGS RD
SAN BERNARDINO, CA 92414
. PERMIT/APPLICATION RENEWALS
PERMIT! EQUIPMENT DESCRIPTION
APPL NBR
NEXT RENEWAL
DATE
BILLING YEAR : 2004
M91380 SERV STAT STORAGE & DISPENSING GASOLINE
08-16-05
E-118
DEPARTMENT OF INDUSTRIAL RELA nONS
STATE OF CALIFOR1~IA
DIVISION OF OCCUPATIONAL SAFETY AND I-IEALTH
PERMIT TO OPERATE AN ELEVATOR
ELEVATOR NUMBER: 022364
INSPECTION DATE: U6/24/1999
ISSUE DATE: 08/19/1999
PERMIT EXPIRES: 06/24/2000
LOCATION: 24(j(}{) ARROWHEAD SPRINGS' RD
SAN BERNARDINO, C/\ 92414
OWNERS [0: PASS
California law requires that all elevators must haw a valid permit \isibly posted in the car.
(Labor Code Sections 7300-7319). Please detach your new permit at the dotted line and post
in elevator car. Retain this portion for j'our records.
STATE OF CALIFORNiA
DEPARTMENT OF INDUSTRIAL REL<\.TIONS
DIVISION OF OCCUPATIONAL SAFETY & HEALTH
LOCATION:
022364 _<_<~ o'F~~",:,Q612411999 06/24/2000
.,c.'s~"_~-~;-;-:-.;,_ i;'T'.~. ;
Elevator Number..:,,:~::.' ~ ,,~> ': ~ 'Da.t:~:<if:{n$pectlon Date Permit Expires
: u', - {. '3;-,'; .'5' ,'.
24600 A1?Ro.wiitAD S PRlff.C:/:Jli:!. ''S '7 \.. SAN DLRN AfW I NO
Street Addrd~ ~~ C:;.-f--2~..:; l->5.~~.:~~~';;' Cityor Town
II ~ t -.:._~ - X=:': . ,;;~:~;~;J~~j::,.-I (:) Ii
00200U \~.:..,' ~~_~_. _~~~_~"J&j?/"":::' D465U
Pounds -:', \. -.~ r ,r jll~(r' n~?6os .'1 Inspector
" i, ; .:",," ' ' :~J /1 ,
PA~'SI:NCER ,''''S';';'W~~';'''(;ENERATOR.ELF.C OVI:RllD lRACT!O
Type of Elevaror "-:~'~:~?~~!~~d.~>-;' Pow<; r Type of Machine
INSPECTION:
LOAD PERMISSIBLE:
DESCRIPTION:
EVO]
THIS PERMIT MUST m2-1)~TED IN ELEVATOR CAR
PERMIT
NON-TRANSFERABLE
Expires: 8/31/2005
This permit may be suspended or revoKed by the Department of Public Health for c.,use This permit is granted on the condition that the
permitlee will comply with the laws. ordinances. and regulations that are now or m<:lY hereafh:r be In lurce by the United States Govemment. the
State of California, and the County of San Bernardino pertaining to the below mentioned business. Penalty fees are assessed on permits
renewed 3D d<:lYs after expiration date indiC.3ted ahove. or for failure to ohtain new permit in case of transfer of ownership.
The Business Owner is responsible for timely renewal. Not receiving a renewal notice for any reason does not relieve responsibility for timely
payment If not paid within 30 days of the expiration date shown, a 25% penalty will be imposed. Failure to currect violations cited on an
inspection re1Jo1t. by the noted compliance date, shall necessitate an additional re-inspection at a charge of S52.00fhr.
ARROWHEAD SPRINGS CCC
24600 ARROWHEAD SPRINGS RD
SAN BERNARDINO, CA 92414
OWNER OF RECORD : CAMPUS CRUSADE FOR CHRIST
REGULATED FACILITY: FA00082137
Pl'OQ, Element
3601
General Health Proqram
Housing Unit. Each Pool or Spa
Permit #
PT0013838
Pmqram #
PR0013842
PR# Barcode
TOTAL FEE PAID:
S233,OO
MUST BE POSTED IN A CONSPICUOUS PLACE
AT THE PERMITTED FACILTY ISSUANCE OF
THIS PERMIT DOES NOT IMPLY APPROVAL
THIS IS NOT AN INVOICE
~~.~ ~~~--
O~redor
DIVIS,ON OF" EIWIRONMENT Al HEALTH SERVICFS
DEPARTMENT OF PUBLIC HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES
385 N, Arrowhead Ave.. Second Floor, San Bernardino, CA 92415-0160 - (909) 884-4056 - FAX {90g) 387-4323 - WoNW.sbcounty.govfdehs
/~ COUNI'y
=..';:'/- 0 F .--:.::=
SAN BERNARDINO
Did you know that San Bernardino County EHS is
on-line? Visit our website at
http://www .sbcounty.gov/deh sl
E~120
Underground Storage Tanks
E-121
This page intentionally left blank
E-122
E-123
CA Cert. No.
16 G ~j 8
An upgrade compliance certificate
has been issued in connection with
the operating permit for the
facility indicated below. The
certificate number on this facsimile
matches the number on the
certificate displayed at the facility.
Instructions to the issuing agency: Use the space below to enter the following information in the format of
your choice: name of owner; name of operator; name of facility~ street address, city, and zip code of facility;
facility identification number (from Fonn A); name of issuing agency; and date of issue. Other identifying
information may be added as deemed necessary by the local agency.
ESTABLISHMENT # 86010236
Owner: c.-\o\.wus CRfCHRIST, INTL
Operal<.\r: c..uVlPUS CRUS.'\DE FOR CHRIST
Fa.."ility: -",RROWHEAD SP CHlCONF CNTR
:-tfiOO .'\RRO\\!HEAD SPRINGS RD, SAN BERNARDINO
Number of Tanks: 2 92414
E-124
ISSUING AGENCY:
San Bwmrdino County Fire Department
Date. -?-{ 3-i 9'1
InsP''''o'___~~ ~l
HAZARDOUS MATERIALS DIVISION
FIELD SERVICES . ENVIRONMENTAL PROTECTION
385 Norltl Arrowhead Avenue, Second Floor' San Bernardino, CA 92415-0153
(909) 387-3080 . Fax (909) 387-4323
COUNTY OF SAN BERNARDINO
COUNTY FIRE DEPAR1-llJIENT
PETER R. HILLS
Fire Chief
County Fire Warden
JANUARY 29, 1999
ARROWHEAD SPRINGS
CHRISTIAN CONFERENCE CENTER
24600 ARROWHEAD SPRINGS RD
SAN BERNARDINO, CA 92414
SUBJECT: SOIL SAMPLING IN CONJUNCTION WITH 1998 UST
UPGRADES AT 24600 ARROWHEAD SPRINGS RD~ SAN
BERNARDINO
The Department has received the sample results and/or closure report submitted by Cal
ScienceEnvironmental Laboratories, Inc dated January 19, 1998. After review of the
reports prepared by you or your agent, it has been determined that the extent of
contamination or lack thereof would indicate that no further investigation is warranted at
this time.
It is important to note that this can not be construed as a release ofliability for the site
or declaration that the site is free from contamination. Should further projects or
environmental investigations reveal additional contaminants site you will be responsible
and held liable for the investigation and remedial actions. If you have any questions,
please call (909) 387-3082.
r~~
JIM E. SMITH, E.S. III
Hazardous Materials Division
JES/11
cc: Source Enterprises
E-125
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1~(Cl<. J...pQOF1! I.! H eOXIOI I" ~ ~(:!:SU;f I I 05 .. ~::N ivlO. ":I-':;I4;l~ I I 01 HCf-(!
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.
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VIII CHEMICAL COMPOSITION OF MATeRIALS $.ORSD IN UHDeRG~OUNO COHTA!HE~S
:. TOU e~te~(; TC% TO :V.. TOU A_I "O~ .f9vt.'~ TO Con-\(fl ~~Xl %lCT:Ow
r
! e-u. .11rfr\,. "f\':=n T OUtTt CJ.f. , 11 I. totC\.I1IIl . C~eM%C~~ (CO ~ y~[ conn~ye:~, H~:l
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E-126
,-
PERMIT{S)
CANNOT BE PROCESSED WITHOOT ^ COMPLETED APPLICATION
EACH TANK.
t:e::.e...--:;re:1't: or :::wi=on:rental Hea1::.h Se.-"'Vices
H~~o~ Was~e &. Taxies Cancol
)85 N. A==owhead Avenue
s~ Be-~~Cino. CA 92415-0160
THIS FORfvl rvHJST t:1E
.RETURNED \^/iTH
YOUR REfv1ITTANCE
STJ.H: :0 ~~ll
~PPlICATION FOR PE~MIT TO O?E~ATE UNDERG~OUND STC~AG~ TANK
t~Ol HEW PtRrotT
( I o~ c:ND:~:~H~~ ~tRMrr
[ J as U:itWCO POII1IT
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( 1 07 TUIl( ClO:stD I I Q, DCUTE ~1l0l1 I'll! lHO FE!
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el.M. k [~r; J t. J:...{tr ",,,ti.,,..1
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CCMPlETE THE FOLlOWING ON A SEPA~ATE FORM FOR EACH CONTAIHER
1'1
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( I U J.ur.:M..tn I I 01 SHU CJ.,Ul I I 0& !RC<<l:! I I "COI'1P'O~ITt . I 1Q lQi~nn~l.uc:
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E-127
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: , I 01 VISUAL I ] U ~ II-N!HTOOT ( I 0" VJ.J>CIl Z"l" >I:''''u I I os 'tlCC!l ~NT
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VII! CHEMICAl COMPOSITION OF MATERIALS S7QR~D IN UNOERG~aUNO COHTAINE~S
:. ~QU C~lC(l: YCS To :V.' ~ov ~-c MOT 'IQvIIC~ TO ~~'~r;, ~~%: :1~:C"
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E-128
.f
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l>i~~ST PERHIT{S)
.,./ FOR EACH TANK.
, ,/ !:e?'----:=O" of "'ov:..."'menl,al Healoh
H.~.u.rC.~ W~~e & Toxies Cont..::ol
385 N. A="owhead Avenue
s~ Be-~~Cino. CA 92415-0160
CANNOT BE PROCESSED WITIlOOT A COMPLETED APPLICATION
se-..-yicc..:
THIS FOR1\1 fvHJST EE
.RETURNED \^/ITH
YOUR RElv1JTT ANCE
STArt :D ~tll
APPlIC~TI0N FOR PE~Ntl TO O?E~ATE UNDERG~OUND $TC~AGE TANK
I~Gl H~ ~!RXIT
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ALr'v1 SERVICES, INC.
SERV1CE 5T A TION CONTRACTOR
P.O. BOX 2354
LAKESIDE, CALIFORNIA 92040
UCEN5E NO. 464087
TELEPHONE (619) 561-6048
November 2, 1988
paqe three
Underground Tank Proposal
Any work or delays due to contaminated soil will be extra. If the
material in the old tanks is other than normal gasoline or fuel oil
products the disposal of them will be extra.
I am conFident this scope of work by Alm Services, Inc. will resolve
your underground tank dilemma. We have the experience, manpower and
equipment at your disposal should any change in the scope be needed.
I look Forward to working with you.
Sincerely,
;ir d~
Robert Alm
President
RAjdp
E-139
ALM SERVICES, INC.
SERVICE STATION CONTRACTOR
P.O. BOX 2354
LAKESIDE, CALIFORNIA 92040
UCENSE NO. 464087
TELEPHONE (619) 561-6048
November 2, 1988
page two
Underground Tank Proposal
o Soil Samples (continued)
eleven (11). If there is suspected contamination
and more are required they will be extra. No ground-
water samples are included. Turnaround time for the
samples is two weeks.
o Slurray Fill- $ 1,019.-
Upon approval of the results of the soil samples
by the Health Department, the 2,000 gallon concrete
tank will be filled with sand slurray mix. The dirt
will be brought to grade. Landscape by others.
a 8ackfill- $ 1,650.-
Import fill, backfill and compact all excavations
to 90%. Compaction report is not included. The sand
inside the two tanks will be used as backfill material.
o Patch A/c- $ 773.-
Patch disturbed Ale over the area of the two sand
filled tanks. The hole at the Forest station will
be brought to finish grade with dirt. No Ale patch
there.
o Install New Tank- $18,619.-
Furnish and install one (1) Trusco two-compartment
3,000 gallon tank. One 2,000 gallon compartment to
be gasoline, one 1,000 gallon compartment to be diesel.
Reinstall the existing gas pump. Furnish ~nd install a
new hand pump For the diesel. Furnish and install leak
monitG~, piping, t2nk trim, ~nd electric21 QS needed.
Pour s 6" thick reinforced concrete pad over~ the
entire tank hole. Pour new 4' X 5' concrete pump island.
TOTAL PRICE for this project is...... .$34,246.-
Payment terms shall be:
10% before securing permits.
30% upon tank removal snd soil sampling.
60% upon slurray fill and new tank fire-up.
Invoices will be due upon receipt, delinquent in 10 d~ys.
A late charge of .05% per day will be paid on past due amounts.
Yau mentioned to me that you may want to use an outside backhoe
where needed. Due to the potential for problems in having an
o~erator unfamiliar with underground tanks, and the coordination
~nd supervision problems, I am opting to keep the exc~v~tion work
in-house. We have our own backhoe that we will bring up for the project.
(. E-140
cont~nued next pageT
ALM SERViCES, INC.
SERVICE ST A lION CONTRACTOR
P.o. BOX 2354
LAKESIDE CAUFORNIA 92040
'\201 f?
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6! 1- ql3 - J j lJ 11
UCENSE NO. 464087
TELEPHONE (619~ezta-
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November 2, 1988
Campus Crusade far
Rod Garton
Arrowhead Springs
San Bernardino, CA
Christ
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92414
Subject:Proposal to satisfy your underground tank needs.
Dear Mr. Garton:
Per your" let"'c6~-' d~"tcd t.~;:jy 23,1336, 5Ur.1Inorizin8 your" undergroLlhd 'carli<
plans, and our meeting ~t the conFerence center, I am pleased to
offer the following proposal:
Alm Services, Inc. will Furnish supervision, labor, equipment ~nd
materials to remove five (5) tanks, slurray Fill aile (1) and install
one (1) new two-compartment tank at the Arrowhead Springs facility.
~
Scope of Work:
a Secure Permits- $ 1,712.-
Permits For removal and installation (Air Pollution
Authority, Healtn Services, and Fire Dept.)
o Expose Tanks- $ 2,738.-
Remove concrete, Ale and dirt over tanks. 'Oispose of
demo material. Barricade excav~ted areB with lighted
barricades;.
o Clean Tanks- $ 2,761.-
Rinse all tQnks and dispose of liquid. Liquid level
to be below 4" in each tank. Sludge removal, iF any,
will be extra.Because I do not know the exact nature
of the Fuel oil in the concrete tank, I ~m ~xclu~ing
the removal of it. IF it is in decent slldpe we may be
able to arrange for someone to pick it up free of charge.
We will have to have it tested to know for certain.
o Remove Tanks- $ 2,262.-
1-500 gallon gas at Forest Service station, 1-2,000
gallon gas at garage, 2-2,000 gallon Filled with sand,
and 1-3,000 gallon Fuel oil tank. Dispose of tanks as
scrc:p metal.
o SolI Samples- $ 2,712.-
Gather soil samples around the old tanks upon removal,
at the concrete tank prior to slurray filling, and from
the sand inside the two tanks.I am assuming the sand
inside the tanks will be cleon enough to use as back-
Fill material. The total number of soil samples is
(continued next page)
E-141
@{9
/:7'
I
unsightly rress at the ma.in entrance to the hotel, and would require blocking off
a required errergency exit from the building.
. Tank No.4 is a 3000 gallon vertical tank, probably of steel, installed about
1944, and used for oil storage for 1 year. The top of it is near ground level,
it has a 24" rnanway into it, and is empty. The groundwater is atout 20 I down.
We intend to permanently close it in place by filling it with sand after
cleaning it thoroughly_
IDeation 5 has two tanks side by side of approxima.tely 2000 gallons each.
They probably held gasoline, had short lengths of suction piping and vent lines,
and are of steel, and were installed in 1939. They were permanently closed sone-
tine prior to 1967, and are filled with sand. The depth to groundwater is about
20' .
, ~
Because it would be difficult to remove these tanks full of sand and they
have reen permmently closed for 20 years, we plan to leave them as they are
except for capping the fill and vent pipes.
The groundwater at Arrowhead Springs is geotherm3.l, of generally poor quality
due to high sulfate and chloride levels. It flows to the southwest, and is used
for geothenral heating, and a decorative-lake. The soil around Tank No.1 is of
the Trigo family, group Lithic Xerorthents, depth 0-12", texture brown sandy loam,
granular structure, rock fragments 5-80%, ph 6.5, effective rooting depth 10"-15",
available water capacity over lit,
The soil around tarks 2-5 is RalTOna family, group Typic Xerorthents,. depth
8"-60", brown sandy loam, granular blocky structure, greater than 20% rock frag-
rrents, ph 6.1-6.6, effective rooting depth 40", available water capacity greater
than 111.
\--;"-
John Emmans, Director of Technical Services, is responsible for detection
of leaks and operation of the autorrBtic. alarm system. Since the new tank will
be double walled, a leak will not contaminate soil or groundwater if promptly
taken care of. On a larm, we wi 11: 1. Check to see if a leak condition exists
or if it is an alarm malfunction, 2. Call Envirorurental Health Services,
3. Call the installer, Ron Barto.
We will have the new tank system in operation December 31, 1986.
E-142
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. -
May 29, 1986
Underground Storage Tanks at Arrowhead Springs
CamPus Crusade for Christ International
Arrowhead Springs
Department 51-00
San Bernardino, California 92414
, ~
At Arrowhead Springs, there are six underground storage tanks at various
lcx::ations, on 1 y one of which is in use. A 11 of the tanks were here when YJe
acquired the property in 1962, and it is likely that all but one were abandoned
sOIletine before then. Although we have no accurate records of their design or
use, the fOllowing inforrration should be fairly accurate.
Tank No. 1 is located at the old Arrowhead Springs U.S. Forest Service
station. It was probably installed when the station was built in 1933, of steel
construction, to hold 400-500 gallons of gasoline. There was no piping other
than directly above the tank and the vent line. It is located on a knoll of
decolTlp)sing granite, about 200' above the groundwater, and is empty except for
4ft of water.
We propose to rerrove this tank.
Tank No. 2 1.5 the garage gas tank, 2000 gallon capacity, believed to be of
steel construction and installed in 1944. It was previously used for leaded
gasoline and is now being used for unleaded. There have been no kno'Wn leaks or
repairs. The only piping is suction piping directly al::x)Ve the tank and the vent
line. This tank is located 371 above the level of the nearest spn.ng.
We pro[X)se to replace this tank with a new double walled tank, and install
an annulus rronitor.
Tank No.3 is a 2QOO gallon reinforced concrete tank built in 1939 for bur-
ner oil. The pipelines from the tank were disconnected many years ago, and the
tank is half full of oil. The ground water in this area is sorretirres within 10'
of the surface, and usually runs into the hotel basement 7' away through a few
holes in the basetrent walls. This groundwaler flow provides an indication that
the tank has not leaked, since we haven't seen or srrelled any oil in the water,
and there is no apparent water in the bottom of the tank, even though the ground-
water 1 eve 1 is usua II y above the tank product 1 eve 1 .
We propose to permanently close this tank in place by cleaning it and filling
it with sand, since removing it would require excavating adjacent to the hotel
foundation footings, destroying trees and shrubs growing over it, would cause an
E-143
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caMPUS
CRusaCE
FOR
CHRIST
INTERNaTIONaL
Arrowhead Springs, San Bernardino, California 92414, U.S.A. Telephone (714) 886-5224 William R. Bright, President
, oJ
.
Mr. Richard L Roberts, R. S. MPH
Environrrenta 1 Hea 1 th Services
County of San Bernardino
385 North Arrowhead Avenue
San Bernardino, California 92415-0160
May 30, 1986
a
.,
Dear Mr. Roberts,
In response to your letter, please find enclosed a description of the under-
grormd'storage tanks at Arrowhead' Springs and a proposed plan of corrective
actions to ensure that no groundwater contamination occurs from them. If you
have any questions or YK>uld like to inspect our facilities, please give me a
call at 886-5224, extension 3434. Thank you for your consideration of this
propos a 1.
Sincerely,
iJ~ (~vf
Gary Culbertson
G:/sjb
E-144
Building
Ale Paving
Campus Crusade for Cl.r
Site Plan; Tanks 5A,5B:
Scale: 1"=20'
Tanks No. SA 8 58
2,000 gallon sand-filled
Remove sand From tanks,
remove tanks,use sand
as backf ilL
_-----..--.H> ___.___~
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ALM SERVICES
8778 Burkshire PI.
Lakesidet CA 92040
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Planter
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3,000 gal.
oil
remove.
Alc Drive
Ale nr;ve~
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Site Plan: Tank No.2
Scale: 1" = 101
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Maintenance
Garage
Concrete
~---~-~
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ALM SERVICES
8778 Burkshire PI.
Lakeside1 CA 92040
GaS_yUfll2.. to be
revised
E-147
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Tank No.. 2-2 000 f
unleaded gasolir
remove
New tanks to be
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mpU9 Crusade for Christ
site Plan: Tank No. 1
Scale: 1Tf::: 10.
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Old Arrowhead Springs
u.s. Forest Service
Station
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Block wa
Tank No. 1 500 gal.
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AlM SERVICES
8778 Burkshire PI.
':,l2side, CA 92040
E-148
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E-149
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QUALITY ASSURANCE LABORATORY
6555 HANCY RIDGE DR., SUITE 300
SAN DIEGO, CALIFORNIA 92121
(619) 566-1060
-''"w
---------------------------~-------------------~~~-----~-~------
ALM SERVICES, INC.
ATTN: BOB ALH
8778 BURKSHIRE PL.
LAKESIDE, CA 92040
DATE OF REPORT
DATE RECEIVED
DATE OF SAMPLE
DATE COMPLETED
ANALYZED BY
SAMPLE TYPE
PROJECT NAME
MARCH 16, 1989
MARCH 13, 1989
MARCH 10, 1989
MARCH 14,. 1989
EM
6 SOIL
CAMPUS CRUSADE
FOR CHRIST
ANALYSES
RESULTS
LOG NUMBER
SAMPLE ID
LOCATION
ANALYSIS:
METHOD:
UNITS:
TRPH
EPA 418.1
HG/KG
2675-89 BHA #2 BORE HOLE A 111-0" 7.1
2676-89 BHA 15 BORE HOLE A 18'-6" 138
2677-89 BHB 1t7 BORE HOLE B 101-0" 13.0
2678-89 BHB 19 BORE HOLE B 17'-0" 554
2679-89 BHC 110 BORE HOLE C 23'-0" 8.6
2680-89 BHC #11 BORE HOLE C 25'-0" 16.1
TRPH - TOTAL RECOVERABLE PETROLEUM HYDROCARBONS
~~~
PETER SHEN
LABORATORY DIRECTOR
--------
E-150
Page Two
March 30,1989
County of San Bernardino
Department of Health Services
Hazardous Materials Field Services
Attn; Greg Beach
The samples were placed in glass jars with teflon lids and
then placed in cool storage until delivery to Quality Assurance
Laboratory in San Diego. See chain of custody record.
Geo-sec was used for the boring and OVA screening. Contact
Fritz Thornburgh (714) 885-7072 with questions on the boring
process.
Quality Assurance Laboratory Was used for lab analyses.
Contact Peter Shen (619) 566-1050 on methods of testing.
Contact me with any other questions.
Ple~se review the data and contact me with your direction.
Sincere~ t/L--
Robert AIm
President
AA:dp
enclosures
E-151
Atwt s~~ 1~,
Service Station
COil1trac~or
Lie NO. 541283
March 30, 1989
County of San Bernardino
Department of Health Services
Hazardous Materials Field Services
Attn: Greg Beach
385 North Arrowhead Avenue
San Bernardino, CA 92415-0160
Ref: Campus Crusade for Christ, Arrowhead Springs: Log# 020189-01.
Oe"w Mr. Beach:
Per your request we have taken samples by boring near the
2,000 gallon concrete tank. This tank was used to store bunker
oil. It will be slurray Filled per the approved fire and
health permits.
Please rerer to Boring layout drawing.
We started with Bore Hole A.We gathered samples at depths
of 7', 11', 15' -6", 17', and 18 T _611. We checked each sample
with an OVA. All samples were 0 parts per million except
thc sElmple at 18'_6". It read 7 parts per million. At 18'-61t
we hit concrete. The samplcs were moist at is'. The samples
at 11T and 18'_6" were run at the laboratory. The other samples
are in archive storage including a sample of the concrete
at bottom.
We then moved to Bore Hole 8.Samples were taken and screened
with the OVA at 5', 10' 15', and 17'. We hit concrete at
17' The OVA read 0 psrts per million on all the samples.
The sample was moist at 17'. The samples at 10T and 17f were
run at the laboratory.
We concluded that the footing of the five story hotel must
extend out to our borings.
We then moved to Bore Hole C in order to gain samples below
the tank. We screened samples every Five feet with a 0 reading
on the OVA. We GAthered samples ~t 231 and 251 with 0 pBrts
per million reading. These were run to the lab for analyses.
The samples were dry the entire depth.
(continued next page)
E-152
Boring Log
Campus Crusade for Christ
Arrowhead Springs, Ca.
Boring A
Depth Time Description uses OVA
7' 9:42 A.M. p. yel. brn. c-vc gr. sandy gravel GW o ppm
12.5' 9:51 If p. yel. brn. c-vc gr. sandy grayel GW o ppm
14' 9:53 II p. yel. brn. C-YC gr. sandy gravel GW o ppm
15.5' 9:58 n p. ye1. brn. c-vc gr. sandy gravel GW Oppm
17' 10:01 11 brn. gy. C-YC gr. sandy gravel GW o ppm
18.5' 10:04 " brn. gy. clayey sand, product odor se 7.1 ppm
Boring B
Depth Time Description uses OVA
5' 10:34 A.M. p. yel. brn. c-vc gr. sandy gravel GW o ppm
10' 10:37 t. p. ye 1. brn. c-vc gr. sandy gravel GW o ppm
15' 10:40 .. m. red brn. c-vc gr. sandy gravel GW o ppm
17' 10:46 u brn. 91. c-vc gr. sand, product~ cx:1or SW o ppm
BoringC
Depth Time Description uses OVA
17' 11:30 A.M.. gry. grn. c-vc-gr. sandy gravel GW o ppm
23" 11:37 < -II . . It. 91. c-vc gr. sandy gravel GW o ppm
25' 11:42 II It. gy rock flour ML o ppm
E-153
May 22,1989
A Geological Systems
Evaluation Company
AIm Services, Inc.
P.O. Box 2354
~(eside, Ca. 92040
ALtn: i'<3.:::-. R<:J0erl Alms
Re: Cc>mpus Crusade to.l Christ
Arrowhea;) Spr-L'l.gS, Ca.
On March 10, 1989, Geou-3ec, Inc:. cu.::i...lled and sampled three (3) soil quality
asse8sme~.t borings at t.l-1e aboV8 referenced location. Boring A was drilled t.o
a tot.al de:;th of 18..5', -bo::.ing B tc a total depth of 17' and baring C to a
toto.:!. depth of 25'.
The bo!"ings ':!ere drilled using a Mobile B-53 Hal low stern Auger Drill Asserr~~.ly.
Soil samples we-re collected during the dr:i1l:Lng at depths of 7', 12.5' r 141,15.5:,-
17' arl".1 IS.5' inbodng A; aL 5.1, 101, 15' and 17' :tn bonng B ar1c1. :tt 171, 23'
ar.d 251 in l-:.cdnnl' 'I'tle S<3'"t11:\l.e<; .",7ere c'~llectE'd usin'-1 a sDli'!:: t~s 03.~_:;:.r
.....J... __
operated 'lhrough t.'Ie ckill ,'1Ssembly ,uslng a 140 lb. drop hammer. Each E.?..fl'ple
'i:::.r; placed into a clean glass containe:c, filled completely LO eliwl.n&te .:;.11
ex i sU ngheadspacef then sealed Cl..'ld placed into the custody of an Alms Services,
Inc. representative. The sampler ",as <:::leaned with a TSP :::olution and rinsed with
clean water between each sample dr:ive.
A 'l'LV. ItSnifferH calibrated. wilh hexane was used to monitor t.he samples for the
presence of organic va[X>rs. AU samples had organic vapor aDalyzer (OVA) readings
below 10 ppm. The fNA reading2 are jncludGd 2.1ang with lit.holO:Jic sample de-
scriptiolls and uses designat.i..ons in the attac:h.;,d boring log.
Snould you have any questions regaxdj ng the above information, pl~se !':'-Y:ltaCT:
any af the persons listed beJoc.;> at 714-885-7072.
Thank 1~ou,
~~._.~-
Terri Paxton
:::>rojec:t Ge.olo9isL
~"J/~O
/ eel: ..1-
J ry D. Horne
ia R2gi3tE~eJ C~lojist
No. 547
~-
~.
Donald H. Chance
Senior Proje~t Director
California fZegistered
Envrromnent-al J'..ssessor:- N0. 00203
237 South Waterman Avenue
E-154
San Bernardino California 92408
Telephone 714' 885 ' 7072
_ I COUNTY OF SAN BERNAR
:NVI ROr~MENT AL HEALTH SERVICt t. ,,~\\\l!fJfj/ ENVIRONMENTAL
.... ,~ t 1::-- PUBLIC WORKS AGENC
:X~~~i&~~~~~a~~~'m _...:::0-. ..:2 ~
..::::- ," ~- ~~~~
ti 385 North Arrowhead Avenue' San Bernardino, CA 92415-0160 . (714) 387-4646 -::;-~-
~ 320 Easl"D" Streel . Ontario. CA 91764 . (7141391-7570 /';;I'/~I t\\\~"
J 15505 Civic Drive · Victorville,CA92392. !619i243-8141 I \
.,
May 10, 1989
Al$-o ielrVfng the cities ot~
Adelllf1t'O Needles
BOU,tOw OnterlO
BIg Bear lake RlIncho
Chino CucBmonga
COlton Redl.e:nd5
rO~rttn.!i P".Mlo
Grind T eU./;Ice San Bermlldino
HiQh1end T wemynine Palms
lorna Lind. Upl.n~
Momclc;r Viclor....ille:
'LEASE fI EPl Y TO ADDRESS CHECKED
Campus Crusade for Christ, Inc.
Arrowhead.springs.Dept 51-00
San Bernardino, Ca 92414
Att: Mr. Rodney Garton, Technical services Dept.
"SUBJECT: SITE ASSESSMENT FOR IN-PLACE CLOSURE OF UNDERGROUND
BUNKERS OIL TANK LOCATED AT THE ARROWHEAD SPRINGS HOTEL
SAN BERNARDINO, CA
The Department has reviewed the information submitted by AIm
services, Ine on the soil boring and sample analysis required to
close the tank in-place. The analysis indicate that residual
hydrocarbon contamination in the soil around the tank is not at a
level to warrant further investigation at this "time. However., the
California Code of RegUlation requires that this type of
investigation be conducted under the supervision of qualified
individuals. While it was indicated in the letter from AIm
services, Inc. that Geo-Sec performed the boring and collected
the samples, the Business and Professions Code requires that
worked performed by the certified individual bear their signature.
Therefore, the Department cannot grant permission to proceed with
the in-place closure until it receives verification that the
assessment was conducted under the supervision of an appropriately
qualified individual. Please submit the required verification
within 30 days.
If yo~ave any qu~~tionsl please call me at (714) 387-3044
j(j/vuU(l 7~A
Ronald A. Ripley, iEHS~
Environmental speciali~t IV
Emergency Response/Enforcement
ce: Robert AIm, President, AIm services, Ine
E-155
~
TABLE 2
Recommendations
Site and Comments Recommended Mitigation
Description
Isolated artifact
CA-SBR-6869H Evaluated by None required
oven/chimney & trash Greenwood and
Associates 1997
CA-SBR-6870H Recorded by None required
concrete road bridge Greenwood and
Associates
Same as recorded
CA-SBR-7019H Recorded by Shinn Avoidance if possible or:
holding tanks, gutter Same as recorded Archival research, photographic and line
drawing documentation; and results
incorporated in a report
CA-SBR-7020H Recorded by Shinn Avoidance if possible or:
retaining wall, steps, Same as recorded Archival research, photographic and line
no foundation drawing documentation; backhoe trench
excavation to determine if subsurface features
are present; and res~lts incorporated in a report
CA-SBR-7021H Recorded by Shinn None required
Possible remains of Impacted by
1885 Del Rosa Water construction activities
Company trench
CA-SBR-7022H Recorded by Shinn Avoidance if possible or:
retaining walls. Same as recorded Archival research, photographic and line
drawing documentation; backhoe trench
excavation to determine if subsurface features
are present; and results incorporated in a report
\
CA-SBR-7049H Recorded by Avoidance ifpossible or:
Rim of the W orId McCarthy and Photographic and additional historic
Highway Goodman; they state documentation
on site form that it is a
Significant Road in
Southern California
history
No apparent change. - ~---~-
CA-SBR-7702H Evaluated by None required
Eight structural Greenwood and
features Associates 1997.
Further damage by
flooding, construction
CA -SBR -8248H Evaluated by None required
Retaining walls, trash, Greenwood 1997
historic features Heavily damaged by
~_. Inland feeder project .. ----------- ---------
CA-SBR-10795H Only a portion None required
1940's to 1060's trash evaluated
---....--
E-229
SWCA Environmental Consultants, Inc. 8749-111
30
r-:- &..
--
COUNTY OF SAN BERNARDINO
EN VIRONMENT Al
PUBLIC WORKS AGENCY
ENVIRONMENTAL HEALTH SERVICES
~:'f". ."~IC.'....,~1...~.......'...:2".!"'il; ..:.'....... ,~.:~ ..~..:;-.:....'~~....i:..;;...
,,~\ \\I'lf1ft./
"'~t~~
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/1PIJI1\\\~
_....~ '>1 '- \~'.~ -',.-.... .~. :.:"':i'i'..~ 'fII.. i-!''''~t
~~,.'-- ----~...
o 385 NO'1h Arrowheed Avenue' San Bernardino, CA 92415.011:,0 . l714l387.4508
o no East "0" Street. Ont8r,o, CA 91764 . (7141 S"88.1137
CJ 15505 Civic Drive' V,clorvifle, CA 92392 . j619j 243-8141
o
PLEASE REPLY TO ADDRESS CHECKED
. "~"l.~;"':' ;,"0:.,' :.~.-.~..
RICHARD L ROBERTS, RS_, M. P_ I
Dir eCl0r
Campus Crusade for Christ, Ine
Arrowhead Springs, Dept. 51-00
San Bernardino, CA 92414
Also Sf:IVit'lQ t~t t:t.u 01: ~
.L.delenl0 t.i-ee:;:.'ts
B~rlt-ow Ol"lIU;fa
Big Befit l^kt' Menc.h!)
China Cve.arnOfi'i:ts
ColvJ'n R~dI8nc:1'
1='On.1!r"IilI ~''1ltO
Gr.n.cj TeuDCfl Sf!t".. 5cm.,rd/f'l~
lorn.e Linda Uot!lnd
Mor~nC:l.i( ViC~OtvlUe
July 25, 1989
Attn:
Mr~ Rodney Garton,. Technical Services Dept
SUBJE,9T~
>1
IN;PLA~E _ CLdsu~E _ClF-. UNDERGRQUND BUNKER OIL TANK LOCATED
AT THE ARROWHEAD SPRINGS. HOTEL, SAN BERNARD1;NO, . Cl\.'
The Department has received the information requested in our
correspondence dated May 10, 1989 and approves the closure in-
place provided the following conditions are met.
1. All residual liquids, solids, or sludges must be removed.
2. All piping associated with the underground storage tank
must be removed and disposed of appropriately ~nless
removal might damage structures or other pipes that are
being used, in which case the piping to be closed must
be emptied of all contents and capped.
3.
The underground storage tank,
closed pursuant to condition
filled with an inert solid.
except for the piping
2, must be completely
4. A notice shall be placed in the deed to the property.
The notice shall describe the exact vertical and areal
location of the closed underground storage tank, the
hazardous substances it contained, and the closure
method.
5. In-place closure also requires approval from the local
fire jurisdiction.
6. This office must be no-Li:fied 48 hour in adV21DCe of
removing any piping and filling the tanks so a Department
representative can be scheduled to inspect the closure.
E-157
ALM SERVICES
8778 Burkshire PI.
Lakeside! CA 92040
Maintenance
Garage
~tH..-fI La
ffLLiJl.v C/.M::Jr;
Concrete
-------------~
Gas E~I!!2-~~g~_
revised
E-158
Campus Crusade for Christ
Site Plan: Tank No.2
Scule: 1" = 10'
N
Planter
o
T.9nJ<::J'!2~-2, OQQ...f1~}
unleaded ga~Qline
remove
NBW tanks to be
inst"l 11 cd in same
hale.
'J
G
Driveway
N
""
Campus Crusade for Christ
Site Plan: Tank No. 1
Scale: 1" = 101
~"
"
~
~
~
',,-
Block w~
Old Arrowhead Springs
U.S. Forest Service
Station
~~u;
FS
Tank No. 1 500 gal.
gasoline. Aemov
ALM SERVICES
8778 Burkshire PI.
':.eside, CA 92040
E-159
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E-160
QUALITY ASSURANCE
LABORATORY
ALM SERVICES
ATT: BOB ALM
8778 BURK~HIRE PL.
LAKESIDE, CA 92040
DATE OF REPORT
DATE RECEIVED
DATE OF SP.MPLE
DATE COMPLETED
ANALYZED BY .
SAMPLE TYPE
PROJECT Nll.ME
LOG NUM8ER
S.\llPlE 10
LOCATION
1488-89
1489-89
1490-89
UG 1
F.>G 2
SfT 3
MAINT. SLOG
RANGER STATION
SAND FILL IN TANKS
<0.5
0.7
2,360
<0.5
<0.5
<0.5
<0.5
4.15
4.71
TPH - TOTAL PETROLEUM HYDROCARBONS
FEBRUARY 27, 1989
FEBRUARY 16/ 1989
FEBRUARY 15, 1989
FEBRUARY 25, 1989
MS CC MH
3 SOIL
CAMPUS CRUSADE
FOR CHRIST
ANALYSES
RESULTS
ANALYSIS: TPH
METHOD: DHS *
UNITS: MG/KG
BENZENE
EPA 8020
MG/KG
TOLUENE XYLENE
EPA 8020. EPA 8020
MG/KG MG/KG
LEAl)
6010
MG/KG
ETHYLBENZENE
EPA 8020
MG/KG
<0.5
<0.5
<0.5
<0.5
* RECOMMENDED PROCEDURE FROM lEAKING UNDERGROUND FUEL TANK FIELl) MANUAL, MAY 1988
~
PETER SHEN
LhBORATOR:: DIRECTOR
Mailing Address:
P.O. Box 22567
San Diego, CA 92122
-..
San Diego
6555 Nancy Rid~e Or.. Suite 300
Sa~161CA 92121
(619) 566-1060
Fax: (619) 458-9093
Arizona
(602) 468-D691
Orange County
(714) 261-1242
rl~t s~~ 1ne,
Service Station
Contrradow
Lie. NO. 541283
March 9, 1989
County of San Bernardino
Department of Environmental Health Services
Hazardous Materials Field Services
Attn: Greg Beach
385 North Arrowhead Avenue
San Bernardino, CA 92415-0160
Subject: Campus Crusade for Christ, Arrowhead Springs;
Log # 020189-01.
Dear Mr. Beach:
As you know from your inspection, we removed 5 underground tanks
on February 15,1989.
Per your request we gathered 2 sail samples for analysis. The
soil was placed in glass jars with teflon lids. The jars were
transported in a cooler to San Diego. They were in cool storage
over night. The next day they were taken to Quality Assurance
Laboratory. ReFer to chain of custody.
At our discretion we sampled the sand fill from inside the two
2,000 gallon tanks. This sample is SFT3. The tanks were not completely
filled with sand. The volume of sand is approximately 1~ cubic yds.
Please review the analyses results and site plans.
We would like to install a new gasoline tank where sample UG 1
was taken as soon as possible.
Please contact me as well as Campus Crusade for Christ with your
direction.
Sincerely,
~L
nobt:;t~t; AIm
President
RA:dp
enclosures
E-162
County of San Bernardino - Environmental Public Works Agency
DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES
HAZARDOUS WASTE SECTION
SUPPLEMENTAL GENERATOR INSPECTION REPORT
TIME:
1~-
INSPECTOR:
~,
G~
,JFACIUTY lOCATION,
FACILITY NAME:
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E-163
County of S..,.. Bernardino
DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES
385 North Arrowhead Avenue, San Bernardino. CA 92415-0160 . (714) 387-3080.
",,\:.
Log !f020189-01 JOB CARD NV ~ 1777
CONSTRUCTION AND/OR ABANDONMENT OF
UNDERGROUND STORAGE FACILITY
POST THIS CARD AT JOB SITE
Arrowhead Springs,
Site Address
Campus crusade for
Contractor Alm Services, 1ue
Address/Phone No, POBox 2354,
Inspection Record
Excavation Clean, Approved Slope
Liner in Place, Tight Seams
~ Bedding Materials/Depth
I tfgliday Test. Tanks Set
..5 Additional Requirements:
San Bernardino
eln it; L, 1m.:
Lakeside biY I )61-6048
Do Not Backfill Until Above Approved
Tank Air Test 5 PSI/30 Minutes XL, <:.;;,
c: Product Lines 75 PSl/30 Minutes
<:)
't Product line Containment
~ Metal Piping Wrapped
..5
Additional Requirements:
Approved Fill Boxes
Concrete or AC Paving 12" Beyond Excavation
leak Detectors Tested. Monitors Installed
~ lockable Fluid-Tight Access for Monitoring Points
ii: Operating Permit Applied for
Additional Requirments:
...
c
..
.;,cE
cO;;
.0
...'Q
c
.
..0
<(
Tank Removed
Soil Samples Taken By: \
Test Boring By:
Additional Test Requirements:
Final ~ Approved for Backfill
Additional Requirements by local Fire Authority:
Final Approved by Local Fire Authority:
Name:
Title:
Date:
FAilURE TO PROTECT AND MAINTAIN THIS CARD MAY RESULT IN JOB DELAY.
PRESERVE THIS RECORD OF INSPECTIONS,
FOR INSPECTION CALL 48 HOURS IN ADVANCE AT (714) 387-3080
THIS PERMIT EXPIRES 6 MONTHS FROM DATE OF ISSUANCE
DISTRIBUTION: White - DEHS Copy
Yellow - APCD Copy
Green - Owner's Copy
Lj i i.-1l? f'I,
f : ~: '. I,
,? f/z fij7 ~,l6r~~&;~X
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County of San Bernardino
FORESTRY AND FIRE.WARDEN DEPARTMENT
PERMIT
Date 12-2.1-88
Permit No. 5B-73-88
Thi~ Permit is..Qranted to Bob Alm, AIm Services, 8778 Burkshire Place, Lakeside
9~040 (71~)561-6048
Location Campus Crusade, Arrowhead Springs off Old Waterman Canyon Road.
Purpose Remove five underground storage tanks f flammable liquid: one
3,OOO-gal., one 1,OOO-gal., three 2,OOO-gal. One 2,000 gal. tank to
remain in ground, concrete tank. and reguires 10% cement/sand slurry mix.
Special conditions Abide by 1985 Uniform Fire Code Standards, Article 79 I
~5 lbs. of dry ice per 1,000 gallons to inert tanks to be removed. Call
48 hours prior to set up inspection.
This permit is subject to all applicable provisions of the San Bernardino County Fire Code andlor State requirements.
Permit valid until January 31 f 1989
This permit does not take the place of any license
required by law and is not transferable. Any
change in the use or occupancy of premises shan
require a new permit.
:~~~
BRUCE B. BROWN
Title Fire Captain Speciql;ist
Date [I0cernber 21. 1988
-- ----- -~~--, ON THE ABOVE PREMISES
581'.29
-.......
(2/ 61/ ~a-t.U'.Ltf7';' .il~djJ
~~/#
J // IfY
~uI-.
E-166
Sewage Treatment Facility
E-167
This page intentionally left blank
E-168
-----r-
/'
-----------~-------------
.{~~:;t::?,>t\:\,::::,.,,;,: _' '" _. -:__ ,',STATE WATER RI~NSOVUROCIECS CEONTROL BOARD
. '.-..l "!,,,,...."!_... -.,", ..'....;,', i' . '-. .
..~;~~:~;>~.:;::,~:f::-~.~,~:,;~:~;~.~,:_'.~._: ~(:.;./..<~~. ,(:,,:~~~, 't-_.. ~ -'. .' .
,..jj>":,:..~_:;:- i-f.';;:..::: -.;~. -)'::"';..;..': ,.':,{",:.',Annual Fec for Waste DIscharge RcqUlrements
,,;:<:~~~~j.';;:\~;j;:.::::~:,'i\:.:~:,~:<::'~:~7:.:c',.:R.eq~ired by SECnON 13260 of the California Water Code
- . .' :~":_~ ~':~ .-'~;. ~. ~~:.::.~;_,_~."'~ ;f-.,_.....--l...~~~.'.;:;~. ______.
L
Facility lD (WOlD): B 361003001
Facility Name: STP, ARROWHEAD SPRINGS
SAN BERNARDINO. CA
Invoice No:
Billing Period:
Invoice Date:
0209564
07/01102-06/30/03
10131/02
r:JT> Total Amount Due by 11130/02 ..............................-... ...................-... $2,700
CAMPUS CRUSADE FOR CHRIST
A TTN: ROD GARTON
~600 ARROWHEAD SPRINGS ROAD
SAN BE'RlMf3-OINO. CA 92414.
Invoice details are shown 0/1 the back
~ __ _~ _~... ~_~" _ ~_.~ ~~_~. __. _ _~.~ ~.~~_ . ~.. ~.... Tn __ U __~ .~~.. .~_. _ ~_ __ ~_ u ...._ _~_
STATE WATER RESOURCES CONTROL BOARD
Annual Fee for Waste Discharge Requirements
Required by SECTION 13260 of the California Water Code
Facility 10: 8361003001
BJ1ling Period: 07/01/02-06/30/03
Invoice No 0209564
Amount Due: $2,700
Due By: Saturday, November 302002
PLEASE REMIT YOUR PAYMENT ON OR BEFORE THE DUE DATE SHOWN ABOVE,
LATE PAYMENT COULD RESULT IN PENALTIES UNDER PROVISIONS OF THE WATER CODE
SECTION 13261. THESE ACTIONS COULD INCLUDE OAIL Y PENALTIES IN ADDITION TO
YOUR FEE, OR OTHER ACTIONS DEEMED APPROPRIATE BY THE REG!ONAL BOARD.
(jf= Make your check payable to SWRCB FEES
If you have any questions about this invoice, please call your Regional Water Quality Control Board at (909) 782-4902
.. ~{ ..~;;;~t-~~i~~~~~-~~i;;~~~~[:'~:~i:;;-with'y;;;;~'p~y;;;;n'i"'-' ......... ........u
Cff='
Invoice No: 0209564
PLEASE PRINT THIS NUMBER ON
CHECK OR MONEY ORDER
CAMPUS CRUSADE FOR CHRIST
ATTN: ROD GARTON
24600 ARROWHEAD SPRINGS !--<GAD
SAN BERNARDINO. CA 92414
(909) 886-5000
L.j CHECK HERE FOR ADDRESS CORRECTION ON THE BACK
SWRCB ACCOUNTING OFFICE
ATTN:AFRS
P.O.Box100
SACRAMENTO, CA 95812-0100
AMOUNT DUE: $2,700
BILLING PERIOD; 07/01/02-06/30/03
DUE BY: 11/30/02
FACILITY JO (WDID): 8361003001
FACILITY NAME: STP. AHROWHEAO SPRINGS
SAN BERNARDINO. CA
E-169
<Co . .
-
\
Cal Harnia Regional Water Quality Control Board
Santa Ana Region
Order No. 86-100
Waste Discharge Requirements
for "
Campus Crusade for Christ, International
San Bernardino County
The California Regional Water Quality Control Board, Santa Ana Region
(hereinafter Board), finds that:
1. Campus Crusade for Christ, International (hereinafter discharger) -
discharges domestic wastes from its wastewater treatment plant under
Order No. 76-16, adopted by the Board on February 27, 1976.
2. The discharger operates a 399,000 gallon (1140 cubic meters) per day
treatment facility. Present wastewater flow averages approximately
53,000 gallons (200 cubic meters) per day. The effluent is discharged
to either evaporation-percolation ponds for storage and disposal or to
greenbelt irrigation. These disposal sites are located in the SE 1 of
Section 11, Township IN, Range 4W, SBB&M.
3. A Water Quality Control Plan was adopted by the Board on May 13, 1986.
The Plan contains-water quality objectives and beneficial uses of
waters in the Santa Ana Region.
4. Order No. 76-16 must be updated to reflect changes resulting from the
revised Water Quality Control Plan and other State and Regional Board
policies developed since 1976.
5. The waste discharge overlies the Bunker Hill Pressure Groundwater
Subbasin, the beneficial uses of which include:
a. Domestic and municipal supply;
b. Agricultural supply;
c. Industrial process supply; and
d. Industrial service supply.
6. This project involves the continued discharge of waste from an
existing facility and~ as such, is exempt from the provisions of the
California Environmental Quality Act in accordance with Section 15301,
Chapter 3~ Title 14, California Administrative Code. .
7. The State Department of Health has established statewide reclamation
criteria for the use of reclaimed wastewater.
8. The Board has consulted with the State Department of Health Services
and has received its recommendations.
-1-
E-170
~
e
e
,
Order No. 86-100 - continued
9. The Board has notified the discharger and interested agencies of its
, intent to prescribe waste discharge requirements.
I
10. The Board, in a public meetingt heard and considered all comments per-
taining to the discharge.
IT IS HEREBY ORDERED that the discharge shall comply with the following:
A. Discharge Specifications:
~
l.a. The discharge of wastes to evaporation-percolation ponds or to
irrigation areas. shall not contain constituent concentrations which
exceed the following limits:
Average
Concentration
Constituent Limit
Filtrable Residue /
350 mg/l
Total Hardness 120 "
Sodium 70 "
Chloride ,50 "
Sulfate 60 "
Fluoride 1.0 u
Boron 0.5 "
b. The discharge of wastes containing an average filtrable residue
concentration which exceeds the average filtrable residue con-
centration in the water supply by more than 250 mg/l is
prohibited.
2. Wastewater used for landscape irrigation shall be at all times an ade-
quately disinfected, oxidized wastewater. The wastewater shall be
considered adequately disinfected if at some location in the treatment
process, the median number of coliform organisms does not exceed 23 per
100 milliliters, as determined from the bacteriological results of the
last seven (7) days for which analyses have been completed.
3. All wastes shall be contained on property owned or controlled by the
discharger.
4. There shall be no discharge to any pond that has less than 18 inches
(O.5 meters) of freeboard.
5. There shall be no irrigation or disposal of reclaimed wastewater
within 500 feet of any irrigation well unless it can be demonstrated
that special circumstances justify lesser distances to be acceptable.
6. Discharge of wastes to West Twin Creek (Waterman Canyon or East Twin
Creek (Coldwater Canyon) is prohibited.
E-171
-2-
e
e
Order No. 86-100 - continued
B. Provisions
1. The discharger shall comply with Monitoring and Reporting Program No.
86-100.
2~ Neither the treatment nor discharge of wastes shall cause a nuisance
or pollution, as defined in the California Water Code.
3. Operation of the irrigation system shall not occur during rainy
weather, when the soil is saturated, or when it is covered with snow.
4~' Compliance with Discharge Specifications A.1.a. and A.I.b. shall be
. based on the last three (3) consecutive samples weighted according to
fl ow .
5. The discharger shall submit an Engineering Report to the Board pur-
suant to Title 22, Division 4, Section 60323 of the California
Administrative Code within ninety (90) days from adoption of this
Order.
6. Signs shall be posted around the area to be irrigated stating that
reclaimed wastewater is being used and that it is unsafe for drinking
or contact. .
7. This order rescinds Order No. 76-16, the previous waste discharge
requirements for this facility.
I, James R. Bennett, Executive Officert do hereby certify the foregoing is a
full, true, and correct copy of an order adopted by the Cal ifornia, Regional
Water Quality Control Board, Santa Ana Region, on June 13, 1986.
-3-
E-172
...
e
California
. e
Regional Water Quality Control
Santa Ana Region
Board
Monito~ing and Reporting Program No. 86-100
for
Campus Crusade for Christ, International
San Bernardino County
.,..
Effluent Monitoring
1. Unless otherwise noted, all sampling, s~mple preservation, and analyses
shall be performed in accordance with the latest edition of "Guidelines
Establishing Test Procedures for Analysis of Pollutants", promulgated by
the United States Environmental Protection Agency~
2. All analyses shall be conducted at a laboratory certified for such analyses
by the State Department of Health.
3. All samp 1 es shall be repres enta t i ve of the was te d,i scharge under the con-
ditions of peak load.
4. A sampling station shall be established .for each point of discharge and
shall be located where representative samples of that effluent can be
obtained. The following shall constitute the effluent monitoring program:
Mininun Frequency
Consti tuent Units Twe of Sanple of Analysis
T ota 1 Hardness rrg!1 Carvos i te Bi-m:mthly
SodilJT1 " " u
Chloride " tI II
Sulfate " u "
Beron II \I II
Fluoride .. II ..
Fi ltrab le Residue II II II
5. A composite sample is defined as a combination of no fewer than eight indi-
vidual samples obtained over the specified sampling period. The volume of
each individual sample shall be proportional to the discharge flow rate at
the time of sampling. The compositing period shall equal the specific
sampling period, or 24 hours, if no periOd is specified.
6. Bi-monthly samples shall be collected on the lOth wo~king day of January,
March, May, July, September, and November.
-1-
E-173
, .
e
e
7. The total daily flow of effluent from the treatment plant shall be deter-
mined for each bi-monthly period and shall show the respective quantities.
of wastes discharged to irrigation and to the evaporation-percolation
ponds.
8. During periods of greenbelt irrigation, a grab sample shall be collected
on a weekly basis and analyzed for coliform organisms. The chlorine resi-
dual, chlorine dose, and instantaneous flow shall be recorded at the time
of sampling.
9. Once per week, the freeboard in each pond shall be measured and entered in
a 1 og .
Water Supply Monitoring
"
1. At least once a year,J!'.!.J..uly, the following constituents of the water
supplied to the sewered area shall be determined for each source:
Electrical Conductivity
Filtrable Residue
C a 1 c i um
Magnes ium
Total Hardness
Sodium
Potassium
Bicarbonate
Carbonate
Sulfate
Chloride
Nitrate
Fluoride
Boron
pH
2. All of the above constituents shall be expressed in "mg!l" except electri-
cal conductivity and pH, which shall be expressed in IImicromhos/cm" and "pH
units", respectively.
3. Bi-monthly reports shall be submitted stating the amount {in percentage or
acre-feet) supplied to the sewered area from each source of water and the
resulting flow weighted water supply quality for Filtrable Residue,
Chloride~ Sulf~te, Sodium, and Total Hardness.
Reporting
1. Monitoring reports shall be submitted by the dates specified 10 the
following schedule:
Canst ituents
Monitoring Period
Bi -month"ly
Report Due
Effluent mineral
constituents and
freeboard log
Second Monday of
month following
sampling period
Coliform organisms,
Chlorine residual
Weekly
Water supply
Bi-monthly
Within 10 days
following end of
sampling period
Second Monday of
each month
fo 11 owi og
sampling period
-2-
E-174
..
. .
2.
For e.ery Hem Ire the requirements are not mf the discharge shall SUb-.
mit a statement of the act ions undertaken or proposed which wl1l bri n9 the,
discharge into full compliance with requirements at the earliest time and
submit a timetable for correction.
3. The above report shall be signed by a responsible officer of the Campus .
Crusade for Christ, Internationalt and shall. be. submitted under penalty of
'perjury.
-3-
E-175
June 13, 1986
"
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SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD
I N'....~,....;...~< .....IJ..,..~'..."fSI"~c.lEl..... ~~......"
........ .... .'......... .... ...... '.';. .....,..... ...'...........................; ...'
.' . L/:'~':t--, ",.:~~:'}..:.'; .,>~~;.<r.::" )L.,~~lj,:-....::;,
OFFICE NO: 8
INSPECTOR: WMN
PCA SYSTEM TASK NO.: 121
8361003001
WDS No.
Campus Crusade For Christ
NAME OF AGENCY OR PARTY RESPONSIBLE FOR DISCHARGE
STP
TYPE OF FACILITY
NPDES No.
24600 Arrowhead Springs Road
AGENCY STREET ADDRESS
San Bernardino, CA
AGENCY CITY & ZIP
YY DO MM TYPE
Same
FACILITY STREET ADDRESS
Same
FACILITY CITY & ZIP
00 00 00 81
--..........--
08112/03
---
Dennis Sather
AGENCY CONTACT
(909) 379-1442
AGENCY PHONE NO.
Rod Garton
FACILITY CONTACT
Actual Inspection
Date (MMDDYY)
Same
FACILITY PHONE NO.
S Inspection Agency (S=STATE, J:::JOINT STATElUSEPA)
N If this inspection is a compliance inspection on an NPDES facility, send a copy of this report to SWRCB's
Division of Water Quality, Program Support Unit
INSPECTION TYPE (Check One)
A1_ "A" type compliance~wComprehens[ve inspection in which samples are taken. (EPA Type S)
B1....K... "B" type compliance--A routine nonsampling inspection. (EPA Type C)
02 _ Noncompliance follow-up--Inspection made to verify correction of a previously identified violation.
03 _ Enforcement follow-up--Inspection made to verify that conditions of an enforcement action are being met.
04 _ Complaint--fnspection made in response to a complaint.
05 _ Pre-requirement--Inspection made to gather info. relative to preparing, modifying, or rescinding
requirements.
06 _ Miscellaneous--Any inspection type not mentioned above. If this is an EPA inspection not mentioned above
please note type. (e.g. biomonitoring, performance audit, diagnostic, etc.)
JL Were violations noted during this inspection? (Yes/Mo/fending Sa'11ple Results)
.1L Was this a Quality Assurance-Based inspection?
...l:L Were bioassay samples taken? (N;::;no) If YES then, S= Static or F= Flow through.
INSPECTION SUMMARY (REQUIRED) (10o-character limit)
There are still only 10 employees at the facility during the day (property still for sale). Very low flow conditions. Permit
will not be rescinded at this time at th~'T3u~9f oJ the oP7r9i~~ I n
J/L/~l/~~ 1/l-eT--~
INITIALS: WMN SIGNATURE~liaQ1 Norton DATE: August 22. 2003
Forlnternal Use: Reviewed by: (1} (-n-)~S/Z (/ (2} (31
.e- . Regional WDS Coordinator
WDS Data Entry Datc~-. _ u_
Regional Board File Number:
E-176
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SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD 2
VIOLATION (IF APPLICABLE)
VIOLATION TYPE? (A-G) ....N.A- (See PageslK05.0 and IK05.1 of the Micro Waste Discharger System Users
Manual)
DATE OF VIOLATION (YVMMDD):
DATE OF VIOLATION DETERMINATION (YYMMDD):
DESCRIPTION OF VIOLATION (200'Character Limit):
EP A SUGGESTED INSPECTION CHECKLIST
Satisfactory Marginal Unsatisfactory Not Not Applicable
Evaluated
Permit X
Flow Measurement X
Pretreatment X
Operations and Maintenance X
Records/Reports X
-
Laboratories X
Compliance Schedules X
SludQe Disposal X
Facility Site Review X
Effluent/Receiving Waters X
Self-MonitorinQ X
Overall Facility Operation Evaluation
(5=Very Reliable; 3=Satisfactory: 1 =Unreliable): :1
HISTORICAL INFORMATION:
MOST RECENT:
Order No. Adopted Permit Inspect Inspection. Inspection Inspection Violation
Date Type Date Type Violations Violation Tvoe Date
86-100 WDR
seE ATTACHED INSPECTION NOTES.
E-177
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SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD 3
~DPIli~'N~l1..1f(N6;~.l~M~~ll{~:NI
Report Date:
August 22, 2003
Location & County: San Bernardino, CA
Contact(s): Dennis Sather
Inspection Date: 8/12/03
Inspected By: William Norton
Site(s): STP
Observations and Comments:
I met Dennis Sather (Maint. Mechanic), who has been running the plant since mid-2002. Dennis
was trained by Dan Westrick in 2000, before he left the organization. Dennis oversees all plant
activities, including quarterly sampling.
The facility was effectively shut down in September 1999, while the owner attempted to seli the
property. The plant is still operating at extremely low flow levels right now (less than estimated
1500 gpd), with only about ten daytime staff, and no overnight residents at the present time.
- Sale of the property to the San Manuel band of indians fell through this past April. There are still
a few parties interested in purchasing the property, but no deal is pending at the present time.
Dennis said it would take a minimum of three months to close a brand new deal with somebody,
and another 6 months to ready the property for a significant number of people by the new owner.
That means we would have plenty of lead time to begin the process of issuing a permit to the
new owner.
I informed Dennis that we were considering rescinding the current permit because there was
such a minimal threat to water quality that costs of monitoring by them and inspection by us was
probably not justified. Dennis thought that it might be a good idea to leave the current permit in
their own file with a note to the new owner to contact us about a new one. I agreed. He also
said they would probably continue to monitor quarterly regardless, in which case I asked him to
continue to send me a copy.
The plant does not have enough solids to operate properly, but must continue to be used both to
process the wastes that do occur, and also to keep it maintained and running. The effluent on
the day of my visit was extremely clear. The influent tank is manually skimmed on an as needed
basis.
E-178
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SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. 4
There were no equipment breakdowns this year. Sewer lines were cleaned out in July of this
year. i The propellers to the trickling filter are still operating properly. Dennis wastes sludge
every four to six weeks for one to two minutes. Corrosion exists at the plant, but it is not
presently severe enough to cause any primary components to collapse or breakdown" or cause
a release of effluent. Dennis supplements "the low flows with irrigation water when necessary to
keep the plant going.
All 1 0 of the sprinklers work, and Dennis inspects them and their lines every two weeks when
they turn on (automatically based on Water level in clarifier). There is virtually no access to the
sprinkler area by anybody except maintenance staff. Dennis visits the plant every morning and
monitors the water level in the clarifier and flow from the trickling filter to the clarifier. He back
flushes the sand filters every two to four weeks to eliminate algae buildup. He also cleans the
trickling filter weir weekly with chlorine solution to eliminate algae. They used to add chrorine to
the effluent in the sand filters, but they usually over chlorinated, and I told Dennis they could stop
chlorinating completely if he wishes.
There is presently no electrical backup immediately available, but none is presently needed
because of the huge amount of excess capacity, which buys plenty of response time. Also, they
have mobile generators available, which can be easily taken up to the plant.
In 2002 Rod Garton (gen. Mgr.) stated that the TDS limits in the permits were based on the use
. of surtace waters in 1986 which were very low in TDS. In subsequent years they were
compelled to use well water, which had higher TDS, but the permit never reflected the change in
source water.
There are large numbers of workers at the facility building the tunnels for the Metropolitan Water
District, but none of their wastes are entering the system at Arrowhead Springs.
Based on this inspection, and review of recent monitoring reports for the past few years, we
were going to recommend rescission of the waste discharge requirements until either the
present owner, or a new owner, began generating enough solid waste to justify a new permit.
On August 19, 2003, I spoke to Rod Garton, the facility manager, about whether he would be
willing to allow us to rescind the permit for the STP. Rod said he would prefer to leave the
permit in place, both to allow them to more easily increase the number of people staying at the
conference center at any time, as well as to make the property more marketable to a prospective
buyer. We will not rescind the permit at this time based on this request
Report Prepared by: William Norton
E~ 179
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SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD 3
tA;IUIJID1~'N~t;,;t'N~~'I{M;J\rJlIYiN]
Report Date:
August 29, 2000
Location & County: San Bernardino, CA
Contact(s):
Dan Westrick
Inspection Date:
8/24/00
Inspected By:
William Norton
Site(s):
Observations and Comments:
On August 24,2000, I met Dan Westrick, the assistant facilities manager, at the facility. The
present plant was constructed prior to the present hotel (built in 1939), and was used to serve a
previous hotel which burned down in 1938. An engineering report conducted in 1984 considered
the plant to be well thought out and of excellent quality, which goes without saying based on the
fact that it is still functional. According to that report, this facility can treat up to 240,000 gpd,
based on its current configuration. The plant is operating at extremely low flow levels right now
(less than 3,000 gpd, based on staff estimate), with only eight residents and twelve daytime
staff. It is important that the plant be maintained in order that a prospective new owner can meet
the needs of the property in the future without having to build a new treatment facility.
Influent from the facility enters a two story Imhoff tank, which is a device which has rarely been
built since the 1940's as a result of better designs for digester tanks. The structure has no roof,
since the wooden former roof was destroyed in a fire. In spite of assurances to our staff in 1995
that an aluminum replacement would be added, this has not as yet occurred. In the Imhoff tank,
primary sedimentation occurs in the upper portion, where solids settle out, and floating material
is skimmed off. Detention time is about one to two hours. The lower portion of the tank is used
for sludge reception from the upper tank, storage and digestion. The lower tank also receives
solids from the final clarifier tank, and backwash from the sand filters, as well as liquid drainage
from the sludge drying bed. Final sludge is discharged to the sludge drying bed, on the south
side of the plant When the plant was running at normal flow (12,000 - 25,000 gpd) with up to
1 ,000 residents, sludge was pumped by staff to the drying beds every 4 to 6 weeks. There is
probably not enough flow to warrant pumping the sludge out of the tank on a regular basis at this
time.
Following the Imhoff tank, the effluent enters a dosing chamber in order to control the head of
sewage over the orifice of the trickling filter. The sewage is intermittantly discharged, thus
eliminating sluggish operation and poor distribution, espec1ally during low flow periods, such as
the present one. The effluent next enters the trickling filter, which is a forty foot diameter tank
with a bottom covered by smooth stones about five feet deep. Effuent is distributed in a spray
over the stones using a rotary distributor. The stones become coated with zooglea (bacteria and
other biota), which absorb and utilize suspended, colloidal, and dissolved organic matter from
the sewage, which passes in a thin film over the stones' surface. When a population
E-180
.
.
SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD 4
.equilibrium is reached by the organisms, they begin to die, and in combination with decomposed
organic matter, are eventually discharged from the filter media.
The final clarifier tank is a settling tank to retain these settleable materials received from the
trickling filter that were washed off of the stones. These solids are collected in a hqpper located
at the bottom of the cone shaped tank and are periodically pumped back to the digestor tank
(bottom level of Imhoff tank). Flow from the trickling filter goes into the center ring in the clarifier,
and goes out radially to the perimeter of the tank, and then over a weir into a trough which
discharges to the sand filters. .
The rapid sand filter removes nonsettleable floc impurities and most bacteria which still remain
after sedimentation in the clarifier. As the water passes downward through the sand, it
experiences straining, flocculation, and sedimentation. The sand is cleansed by"backwashing"
or reversing the flow, which expands the sand density, and washes out the sand, depositing the
"rinse" water to a settling tank, from which it is finally pumped back to the clarifier. This water is
finally treated with chlorine via a pulse system.
The final treated effluent is discharged either via sprinklers on the western slope overlooking the
plant, or to three ponds at the bottom of the east slope adjacent to the plant. The sprinklers
apply the treated effluent to native vegetation on the slope. In the ponds, the effluent
undergoes exposure to UV sunlight, evaporation, percolation, sedimentation, and oxidation,
which produces a stabilized effluent which should be free from odor. The three ponds have a
combined surface area of about .65 acres. They are currently dry, and overgrown with
vegetation. Before the plant can resume normal operations again, the ponds will need to be
scarified and clear of vegetation to allow future discharge.
The site currently has no effluent or influent flow meters. There also is no reliability apparatus or
metering for the chlorine additive system. Therefore the amount of chlorine being added may be
insufficient to treat the effluent for bacteriological agents. This is not an issue for the pond, as
much as the sprinkler system, in terms of adequate disinfection to prevent a person who gets
sprayed from becoming ill. This will,need to be addressed when the facility is back up to regular
flow levels.
Several piles of sludge appear to be piled up on the west side of the sludge drying bed. I told
Dan when they decide on what they want to do with the sludge (land application etc.) to contact
me so we can discuss options. Dennis Sather (small engine mechanic) presently checks the
plant on a daily basis, especially the pumps and lines for outages, blockages, leaks etc. Rod
Garton is the operations director, but presently resides in Florida, which is not great for
communication and decision making. Dan believes the plant will be properly maintained until it
is sold to a new owner.
Report Prepared by: William Norton
C/dataJinspectionreports!campuscrusadeAug20ooE-181
CALIFORNIA REGI.L WATER QUALITY CONTROL BOARD-ITA ANA REGION
FACILITIES INSPECTION REPORT
AN INSPECTION OF THE CAMPUS CRUSADE FOR CHRIST, ARROWHEAD SPRINGS WWTP (VWVTP), WAS
CONDUCTED ON APRIL 16,1998 BY REGIONAL BOARD STAFF MARK ADELSON, SUSAN BEESON, AND
WANDA SMITH. THE INSPECTION WAS COORDINATED WITH STEVE SMITH, THE RESORTS OPERATIONS
MANAGER THE INSPECTION WAS A 'B~ TYPE COMPLIANCE INSPECTION WITH NO SAMPLES TAKEN.
THE WWTP SYSTEM CONSISTS OF AN IMHOFF TANK, A TRICKLING FILTER FURNISHING ADDITIONAL
TREATMENT CAPABILITY, AND A CHLORINATION.UNIT. THE PLANT HAS A MAXIMUM DESIGN CAPACITY OF
300,000 GAUDAY, CURRENTLY TREATING AN ESTIMATED AVERAGE OF 12,000-25,000 GAUDAY. THE IMHOFF
TANK DESIGN PROVIDES PRIMARY SEDIMENTATION IN ITS UPPER COMPARTMENT, WHICH ALLOWS SOLIDS
TO SETTLE AND PASS THROUGH INTO A LOWER COMPARTMENT THE DETENTION TIME FOR PRIMARY
TREATMENT IS APPROXIMATELY TWO HOURS, WHICH ALLOWS COMPLETE SEITUNG. THE LOWER
COMPARTMENT USES AN ANAEROBIC DIGESTION PROCES$ TO CONVERT SOLIDS INTO SLUDGE THROUGH
DECOMPOSITION. THE SLUDGE IS THEN DISCHARGED TO DRYING BEDS. CAMPUS CRUSADE STAFF
INDICATED THE SLUDGE IS DRAWN OFF AT INTERVALS OF BETWEEN FOUR TO SIX WEEKS.
THE CLARIFIED PRIMARY LIQUID PASSES INTO A CIRCULAR TRICKLING FILTER VIA THE FILTER ARMS TO
UNDERGO SECONDARY TREATMENT. THE PROCESS ENTAILS THE USE SAND MEDIA TO FURTHER CLARIFY
AND REMOVE THE MINUTE-SIZED SUSPENDED SOLIDS FROM THE FLOW.
DISINFECTION IS ACCOMPLISHED WITH DilUTED LIQUID CHLORINE. THE CHLORINATED EFFLUENT IS
DISPOSED OF THROUGH SPRAY IRRIGATION UNTO AN ADJACENT HILLSIDE. THE FACILITY ALSO HAS
PERCOLATION PONDS. ALTHOUGH THEY ARE GENERALLY USED ONLY DURING WET WEATHER (WHEN
IRRIGATION IS NOT FEASIBLE). THE PLANT, THOUGH OLD, APPEARS TO BE RUNNING WELL THERE Wi:::RE
NO ODOR PROBLEMS.
POTENTIAL CONCERNS RB STAFF IDENTIFIED DURING THE INSPECTION INCLUDE THAT THE LEVEL OF
CHLORINE USED TO DISINFECT SECONDARY EFFLUENT IS NOT METERED. WWTP STAFF INSTEAD SAMPLE
THE EFFLUENT PRIOR TO SPRAY IRRIGATION TO INSURE ADEQUATE DISINFECTION. THEREFORE, THE
STAFF MAY BE CHLORINATING MORE OR LESS THAN NECESSARY. ALSO, THE FACILITY DOES NOT HAVE
INFLUENT OR EFFLUENT FLOW METERS, SUCH THAT THE EFFLUENT NOR IS IRRIGATION WATER
FLOWRATE IS NOT BEING DIRECTLY MEASURED, BUT INSTEAD ESTIMATED. THERE IS NO BACKUP PUMP
FOR SPRINKLER DISPOSAL. THE PERCOLATION PONDS WERE SOMEWHAT MAINTAINED BUT SOME
LOCATIONS WERE OVERGROWN WITH VEGETATION. IN ADDITION, THE DISCHARGER INDICATED THAT
THEY STILL NEED TO DETERMINE WHERE TO ULTIMATELY DISPOSE OF THE DRIED SLUDGE.
FINALLY, THE DISCHARGER'S FILES SHOWED THAT SINCE 1990 APPARENTL Y THE DISCHARGER HAS NOT
SUBMITTED THE MONITORING REPORTS IN ACCORDANCE WITH THE REPORTING REQUIREMENTS
ESTABLISHED IN THEIR MONITORING AND REPORTING PROGRAM. AS OF 1990, ROUTINE MONITORING
REPORTS WERE NOT IN THE DISCHARGER'S TECHNICAL FILE. RB STAFF DISCUSSED WITH THE CAMPUS
CRUSADE STAFF THEIR NEED TO FOLLOW THE PRESCRlBED TIME SCHEDULE IN SUBMIITING THEIR
MONITORING REPORTS.
E-182
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.
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD-SANTA ANA REGION
FACILITIES INSPECTION REPORT
OfFICE NO:
INSPECTOR:
8
TME
PCA SYSTEM TASK NO. 121
/
8361003001
WDS NUMBER
CAMPUS CRUSADE FOR CHRIST
NAME OF AGENCY OR PARTY RESPONSIBLE FOR DISCHARGE
CAMPUS CRUSADE FOR CHRIST
NAME OF FACILITY
NPOES NUM8eR
24600 ARROEHEAD SPRINGS ROAD.
AGENCY STREET
24600 ARROWHEAD SPRINGS ROAD
fACILlTY STREET
97 09 A2
yy MM TYPE
SHEOUlEO
INSPECTION
SAN BERNARDINO, CA 92414
AGENCY CITY AND STATE
SAN BERNARDINO.CA 92414
fACiliTY CITY AND STATE
'1r
B6- 09.18
ACTUAL
INSPECTION DATE (YYMMOO)
STEVE SMITH
AGENCY CONTACT
STEVE SMITH
FACILITY CONTACT PERSON
(909} 886-7979
AGENCY PNONE NO
(909) 886-7979
FACILITY PHONE NO.
-L
Inspection Agoncy {S'"'STATE, J=JOINT STATE/USEPA}
JL
If this inspection is a compliance inspection on an NPDES facility, send a copy of this report to SWRCB's Division of Water
Quality, Program Support Unit
INSPECTION TYPE (Check One)
A1 _'"A" typo compliancll-Comprehensive inspection in which samples are taken. (EPA Type S)
61 ~ '6' typo compliance--A routine nonsampling inspection. (EPA Type C)
02 _ Noncompliance follow-up--lnspection made to verify correction of a previously identified violation.
03 _ Enforcement follow-up..lnspection made to verify that conditions of an enforcement action are being met.
04 _ Complaint--lnspection made in response to a complaint.
Q5 _ Pre-requirement-.lnspection made to gather info. relative to preparing, modifying, or rescinding requirements.
06 _ Miscellaneous--Any inspection type not mentioned above.
If this is an EPA inspection not mentioned above please note type. (e.g.
biomonitoring. performance audit. diagnostic. etc.)
(Type)
~ Were violations noted during this inspection? (Yes/!,!o/!:ending Sample Results)
~ Was this a Quality Assurance-Based inspection?
~ Were bioassay samples taken? (N=no) If YES then. S= Static or F= Flow through.
INSPECTION SUMMARY (REQUIRED) (100 character limit)
THIS FACLlTY WAS OPERATIONAL NO VISUAL VIOLATION WAS NOTED.
INSPECTORS DATA:
"_W,,~~
DATE:
SEPT. 22, 19!17
INITiALS: TME
.
f1V\ lo:zt 4/1 GD CS
For Internal Use: Reviewed by: ~ - --ffl__~. _~_ _ __ . ___ ~.c3J -
C: 7 Regional VVDS Coordinator
'M)S Data Entry Date:~- t ~ --1- Regional Board HIe Number. __~__._~_____.__~
E-183
CALIFORNIA REGie WATER QUALITY CONTROL BOARD.A ANA REGION
FACILITIES INSPECTION REPORT
(Page 2)
VIOLATION (IF APPLICABLE)
VIOLAilON TYPE? (A-G) N.A.
I
DATE OF VIOLATION (YYMMDD):
(See Pages IK05.0 and IK05.1 of the Micro Waste Discharger System Users Manual)
DATE OF VIOLATION DETERMINATION (YYMMDD):
DESCRIPTION (200 Character limit):
EPA SUGGESTED INSPECTION CHECKLIST
(S=Satlsfactory, M=Marginal, U=Unsatisfactory, N=Not Evaluated)
-L Permit ...Ii- FLow Measurement ....1!.- Pretreatment
2- Operations and Maintenance
2- Records/Reports ...Ii- Laboratories ...l!- Compliance Schedules
-1!.- Sludge Disposal
~ Facility Site Review ~ EffJRecelving Wate~ ~ Self.Monitoring
.J;L Other
~ Overall Facility Operation Evaluation (5)Nery Reliable, 3=Satisfactory, 1=Unrelaiable)
HISTORICAL INfORMATION:
MOST RECENT ORDERS: MOST RECENT INSPECTIONS
ODRER NO. DATE ADOPTED TYPE DATE INSP.TYPE VIOLATIONS?
MOST RECENT VIOLATIONS
VIOL TYPE DATE
ADDITIONAL COMMENTS, SPECIAL INSTRUCTIONS, ITEMS FOR FOLLOWUP ON FUTURE INSPECTIONS,
NOTES, ETC. (On following pages, if necessary)
I AND GLENN ROBERTSON MET WITH STEVE SMITH WHO SAID HE HAS ONLY BEEN SIX WEEKS ON THE
JOB AS THE FACILITY MANAGER. HE OVERSEES THE DAY TO DAY OPERATIONS OF THE EVERYTHING
INCLUDING THE TREATMENT PLANT. THE PLANT HAS A NEW OPERATOR TOO WHO REPLACED PHIL
PANOS WHO LEFT OVER SIX MONTHS AGO. BEFORE LEAVING FOR INSPECTION, A PRELIMINARY CHECK
IN THE FILE REVEALED THAT SINCE 1990, NO MOITORING REPORT HAS BEEN REC1EVED IN THIS OFFFICE.
. h
THE TREATMENT PLANT OPERATIONS CONSISTS OF TWO IMHOFF TANKS, TRICKLING FILTER,
CHLORINATION AND FILTERAT10N UNITS. SEDfMENTAT10N IS SAID TO BE ACCOMPLISHED IN THE UPPER
COMPARTMENT OF THE IMHOFF TANK WHILE DIGESTION IS ACHIEVED IN THE LOWER COMPARTMENT.
SETTLING SOLIDS PASS THROUGH TRAPPED SLOTS INTO THE UNHEATED LOWER COMPARTMENT FOR
DIGESTION. THE RETENTION TiME IN THE UPPER CHAMBER IS RELATIVELY SHORT, USUALLY ABOUT
TWO HOURS. THE COMPLETELY DECOMPOSED SLUDGE IS DRAWN OFF AT INTERVAL OF ONE MONTH TO
SIX WEEKS.
DISINFECTION IS ACCOMPLISHED WITH THE USE OF DILUTED CHLORINE IN THE FILTRATION CHAMBER.
THE FINAL EFFLUENT IS DISCHARGED TO THEHILL WHERE IT IS USED TO IRRIGATE THE HILLSIDE. THE
FACILITY HAS PERCOLATION PONDS WHICH ARE RARELY USED. THE CHLORINATION IS CONTROLLED
THROUGH AMBJENT SOLUBILITY AND NATURAL HYDAULlC FLOW THROUGH A UQU1D DISPENSER. THE
FACILITY HAS NO WAY OF MEASURING ITS FlOWRATE. THE ONLY FLOWRATE MEASURED IS THAT OF
THE DISCHARGE FOR IRRIGATION THROUGH SPR1N~ERS. BEFORE THE NEW OPERATOR, DRIED SLUDGE
WAS SAfD TO BE MIXED WITH SAW DUST AND USED IN THE NEARBY FIELD. HOWEVER, WITH THE NEW
TREATMENT PLANT OPERATOR, MUCH OF THEEll}18lJ SLUDGE CONTINUE TO ACCUMULATE IN THE
.
CALIFORNIA REGI. WATER QUALITY CONTROL BOARD.fA ANA REGION
FACILITIES INSPECTION REPORT
(Page 3)
DRYING BEDS. THE NEW OPERATOR HAS NO IDEA WHAT TO DO WITH THE SLUDGE AS HE HAD NO
DIRECTIVE ON WHAT TO DO W1TH IT.
THE PERCOLATION PONDS, THOUGH LARGELY UN-USED, HAVE BEEN OVERGROWN EO WITH WEEDS. THE
PLANT, THOUGH OLD, APPEARED TO BE RUNNING WELL THERE WAS NO ODOR PROBLEMS. THE
EFFLUENT LOOKED CLEAR. HOWEVER, IN SPITE OF THE EFFLUENT CLARITY, BECAUSE OF OA-INQUENCY
IN SUBMITTING MOTORING REPORTS, lT WAS NOT CERTAIN IF THE EFFLUENT MEETS THE PERMIT UMlTS.
THIS PROBLEM WASHROUGHT TO THE ATTENT10N OF BOTH STEVE SMITH AND THE OPERATOR. I
REFERRED BOTH TO PERTINENT PORTJON OF THE PERMIT THAT CALLS FOR BIMONTHLY MONITORING.
THEY ASSURED ME THAT ALL FUTURE MONITORING REPORTS WOULD BE PROMPTLY SUBMITTED. I
ASKED THEM TO ARRANGE TO TAKE A SET OF SAMPLES RIGHT AWAY.
E-185
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E-188
Asbestos Containing Material
E-189
This page intentionally left blank
E-190
ARROWHEAD SPRINGS VOLUNTEERS
(Please print name!)
Volunteer
Re: Notice of Asbestos Containing Materials in BuUdinl!
Dear Volunteer,
In our efforts to maintain a safe and healthy work environment here at Arrowhead
Springs, we have taken the precaution of conducting tests on certain areas of the older building
materials used as insulation. The test results reveal that at least some of the insulation materials
located in several Arrowhead Springs buildings contain asbestos. Although the presence of
asbestos in buildings built before 1979 is probably not unusual and should not cause anyone to
panic, until 1991 we were not aware that we had any here at Arrowhead Springs. Now that we
know about it, we wanted to make sure you are fully informed and made aware of the risks.
This notice is posted for employees or staff, that either work in a building containing
asbestos, or, as part of their normal job duties, have access to areas in which asbestos is present.
As a safety precaution, we want to let them know specifically where the asbestos is located, what
the potential health risks of exposure to asbestos are, how they can avoid these health risks, and
what Campus Crusade for Christ, Inc. is doing to take care of this situation. Please read through
this information carefully and call if you have any questions.
1. Specific Location of Asbestos. We understand that you work in or around, or normally
have access to the following buildings: 1) Hotel Building; 2) Bungalow #1; 3) Spring House;
4) Bungalow #10; 5) Village Auditorium; and 5) Hacienda. According to the tests, in the
buildings referred to above, asbestos is located in the following areas: (See attached Exhibit
"A" in the Risk Management Manual). If this description is not clear, please call the Safety
Marshall, Leon Phelps, who can answer your questions and give you a personal inspection of the
specific areas where the asbestos is located. Also, please note that the test results are available
in the Safety Marshall's office for your review. The test is known as a "Bulk Asbestos Analysis
Summary" and was conducted by Forensic Analytical Specialties, Inc.
E-191
2. Potential Health Risks. if you are exposed to or come in contact with asbestos fibers, and
if the fibers are inhaled into thc lungs, thcrc is an increased danger of lung diseasc and canccr.
In particular, moving, drilling, boring, cutting or otherwise disturbing materials containing
asbestos will likely release asbestos fibers into the air and create a greater hazard that the fibers
wilt be inhaled into the lungs. Repeated or long tenn exposure further increases the risks.
3. Safcty Precautions. [f proper precautions are taken, the health risks can be avoided or
greatly minimized. For your safety, please carefully observe the following safety procedures at
aU times:
(a) Do not attempt to move, drill, bore, cut or otherwise disturb any asbestos
containing construction materials. This type of work should only be attempted by
persons who arc specifically qualified to handle asbestos-containing construction
matcrials.
(b) Do not attempt to work on, or disturb, any insulated or covered pipes or air ducts
without prior consent of the Safety MarshalL
(c) Obey all posted warning signs.
(d) Do not move, touch or otherwise disturb any containers marked with an asbestos
label.
4. Campus Crusade's Plan of Action. Campus Crusade for Christ is in the process of having
an asbestos management plan designed by an accredited expert. This plan will be implemented
as soon as it has been completed and approved by management The asbestos management plan
will be designed to minimize the potential for release of asbestos fibers and will outline a
schedule of actions (L e. a timetable for removal or other action) with respect to the asbestos. The
plan will also provide for ongoing safety procedures, maintenance, periodic reinspections, training
programs, etc. This plan will be available for your review, when it is completed, in the Safety
Marshall's office.
If you have any questions or concerns, please call Leon Phelps at X3310. ll1ank you.
Very truly yours,
lt~- ~~~- ".
~.. /
~~ ~-
n Phelps
Safety Marshall
I acknowledge receipt of this letter:
Date:
Volunteer Signature
E-192
Hazardous Waste Disposal/Removal
E-193
This page intentionally left blank
E-194
-S DUNS NO 05""'"
s3fetij.klmm. FED 10 NO 396090019
K SERVICE FACILITY:
R Hi hland
- ACILlTY PHONE NUMBER;
S.l[Cly-Klccn Systems Inc
5400 legacy Orw"
PIano. TX 75024
P.1IJC 1 of 1
ORIGINAL INVOICE
AX STATUS/NUMBER NVOICE DATE
9/16/2004
ENDOR NUMBER: ERMS:
et 30
. ..........~.....i..Ul....
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Pl 47~G
ARROW HO. SPRINGS
24600 ARROWHEAD SPRINGS RO
SAN BERNARDINO CA 92414-0001
SERV1CE LOCATION
ARROW H.D. SP~INGS
24600 ARROWHEAD SPRINGS RD
SAN BERNARDINO. CA 92414-0001
11,11111 f .1 t 1..1.. ,11,1..111 t..1f .. I II.. .11 t III/ , II II. ..1,1.. I
ACCOUNT NUMBER:
0002671153
SERVICE NUMBER:
0002671153
LOCATION NUMBER:
717201
SPEC1AL BILLING CODE:
__ 003 521
Department: 00
Service Date:0911Si2004
Release Number:
Department Name:
Service Doc Number: 0027124893
Transporter:
PO Number:
Manifest Number: 2370::'39-1
QUANTITY
DESC IREfERENCE NUMBER
PRICE PER
SALES TAX
ITEM TOT p,l
1000
MODEL 94 W:2370i6317
000094830-12-094004300-0000000
178 :2500 E.':'
13.81
19::'CS
1000
FUE\.. FEE SURCHARGE
000100009-00-000000000-0000000
81S00 EA
000
815
INVOICE TOTAL
$200.21
r 0"''''''' I "
PLEASE RETURN THIS PORTION WITH PAYMENT. MAKE ANY ADDRESS CORRECTIONS BELOW
ARROW H_O, SPRINGS. 24600 ARROWHEAD SPRINGS RD. SAN BERNARDINO, CA 92414-0001
S
IIlllItIlIII.
....." ...................--.-.--... ,...... - .... .............q............... -
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0002671153
~-
0027124893
09/16/2004
0002671153
00027124893000267115320DD0020U212
PO Box 7170
Pa~adena, CA 911 09-717U
11.1.,..,11 ",lIll...I.\..l".I.., 111...111...1. ..111," 1.,1.\
E-195
~ AMOUNT DUE
I $200.21
._-;:~~~oU@~~q;~
'@@~ ~~B9~WJ
6226 Santos Diaz Street. Azu5a, California 91702
626-969-5657' 800-252-2702 . Fax 626-969-0237
ARROWHEAD SPRINGS
CHF:ISTIAN CENTEF~
24600 ARROWHEAD SPRINGS ROAD
SAN l.3ERNAPDINO, c.~ q2414
fAGf NO, ,NVOICE NO
1 /~ 1 ,:. f,+ /i
H\JVOIClE
u
APPLY TO
IN\/C,C:':' DATE
CUST, NO,
12/07/04 ARHIO
::<~o 1 0
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WORK ORDER NO. B.O.
C,),HPUS CRU:::.riDE :=US' CHRI~. r
F.O.B.
ON CALL
QUANTITY QUANTITY
BACK ORO. SHIPPED
300
10
6
'/
10
ATE SHIPPED PURCHASE ORDER NO.
SHIP VIA
NET 30
',-
11/29/04 9687
elVER
I.V.P.S. TRUCK
DATE REQUESTED LOCATION SALESPERSON
ITEM NO.
11/23/04 AZUSA
DESCRIPTION
.5-1
BULK CHLORINE, GALLON
~5-14
~Xl CASE CKLORINE
~5-24
~n CASE ACID
45-805
CASE DEPDSIT CHARGE
SUBTOTAL
THANK
STATE & CO
4Sg.12 37.13
YOU FOR YOUR PATRONAGE
QUANTITY
OflOl;RED
300
E-196
S
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TERMS
TERRITORY
~,AN PERNARDINO
UNIT PRICE
EXTENSION
T
A
X
6
1 _20 360.00 T
f:,. " [:1) 68 .00 T
\' - :=,.? 51 .12 T
,:;
5 .00 10 .00
.2
::1 .-~ ~~, .. c~:' r;.
INVOICE' NO
~IJ:,44
PLEASE REMIT
THIS AMOUNT_
I
I
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BRANCI1 717201 CSG (;
SN'IOER, JOHN
Safety-Kleen
S40Q legacy Dr,
Cluster 11. Building 3
Piano, Texas 75024
909 862-8300
ARAO'll H.D. SPRINGS
CAW\JS IJllJSADE FOR CHR 1ST
24600 ARflO\\l1EMJ SPR I NGS RD
SAN BERNARDINO
REFERENCE HBR
0027124il93
SRVC WEEK: 0<1-37
SRVC OIlTE: 09115104 12:08
CA 92414
09/15104 12:09 PAGE 1
....-----
CUSTO~ER# 2671153
SERVICE IAK: 0.07750
COMS TAX: 0.00000
PRODUCT TAX: 0.07750
PHONE 909-379-1442
PURQ-lASE OROER#
lAX EXEMPTION NSR.
PRODUCT/SERVICES
OTV UNIT PRICE
TOTAL
TAX CHARGE
0,00 illS
13,81 192.05
SERVICE/
PRODUCT
SERIAl#
100009 FUEL FEE SURCHARGE
941130 MODEL 94 W/2370/6311
94004300 CLEAN 2 SPENT 0
SERVICE TERM 12
8.1500
178.Z500
TOTAL SERVICE/PRODUCTS
1864000
13.81
200.21
USEPA TRANSPORTER I TXH00005Q930
USEPA TRANSPORTER 2
IoIAN I FEST DOC /I 23702394
GENERATOR USEPA CALOOOOOl9Z6
GENERATOR STAlE
FORM CODE 10
US DOT DESCRIPTION (INCLUDING PROPER SHIPPING HPJ.IE, HAlMIJ ClASS, I1ND 10
USED CLEANING COMPOUNDS, N.D.I.B.N.
LlQUJD (NOT USOOT OR USE?;' REGUlATED)
AQUEOUS PARTS WASHER SOLUTION {lUitGAL)
TOTAL CONI 1 TYPE OM IfL QT~ 15 UNIT WT/VOL G SKOar 941
CONTAfNERIt 405280782Z5 QTY 15 WASTE CODE CA 134
DESIGNATE[) fPJ:ILl TY NfJ.\EiMIDRESS'
SAfETY-KLEEN SYSTEMS, INC.
7979 PALl-! AVE-lkm A
Hi GHl AM) ,
CA 92346
USEPA 10 NO CAIOOOol39Z7
STATE 10 NO CAT0006139Z7
TO lAL CHARGE 200 . Z 1
WASTE HIN 0.00
TO TAL DUE
200.21
UNPAID BALANCE THIS REeEI?!
200.21
Hachine clean and good condition? Yes
Decals in place and legible? Yes
Fusible I ink installed? Yes
Elrergency (losing of lid unoLst'ucted? Yes
Hachine properly grounded? Yes
Spenl solvent <<eels acceptance crite. ia? ~es
GENER~TOR STATUS 0 - 220 Ibsl~onth
The genera tOl has es tab I i shed a progralr 10 redu(e the vo I We or
quanti ty and IUKici ty of the hdlalClo\lS ..aste to the de"ree. as dd,,"rilleJ
by the generator, to be econorrically practicable.
Custmel cedifies Il,at (i) the above'nalred Ifaterials are properly
Cla5Sil ied. packaged, Ifarked "lid labeled, and afl~ in proper ~onJition
for transportation according to the awl !cable regulations of the
DCPMtlte"t 0/ Transpor(dlion and (ii) no ITdlerial change ha, occurred
either in the characteristics uf the waste Iralerials 0' in the plOces'
generating the ~Aste w.alerials. Cuslolf~r agrees 10 pay the above
~-h...rges and to be bound by the lerms and conditions {l) set fudh in (a)
Ihe General Terms and Conditions provided separately to Cuslo"", 01
(b) any SK agreerrenl signed by Custorcer and SK, and (Z) incorporated
herein by reference. Unless oth",..ise indicated in Ihe paYlrent
received seclion, SK is authorized to charge CustOlrer's account lor this
transaction. Custolfer certifies that the individual signing this Service'
Ackno~ledgerr~nt is duty a.~thofi2ed to sign and bind Cus\olfer
IN THE EVENT OF AN EMERGENCV CALL 1-800468'1760 (24 hours)
j...,~ 6-v'r-
SIGNA TURE NtrME. DENN I S SA THER
, ./'--/
r -"" E~197
~
U5~1!@
/
TflANSPOR IER NAHE SNYDER. JOHN
,.n4..1l'""I"'\.....f""o't'rn.~ ~,.....--. ..-,...................-
E-198
The Underground Service Alerllnformation
E-199
This page intentionally left blank
E-200
GeARS Pro Design Ticket Entry
~\rv-~ ~fr1~gelOfl
~o-y,+-. .
Design Ticket L,c)\)kup
Lobkup . J Exit I
xl
.......J
County [SAN"BERNAROiNO
Place ISAN BERNAR()IN6-'~'~.
Grids fOS47J040547A()4
.......................3
iJ
Street I.
not mandatory, not used for lookup.
County: SAN BERNARDINO Place: SAN BERNARDINO
Grids: 0547J04 0547 A04
MWD08
METROPOLITAN WATER DISTRICT - DVL
(Information not provided)
SEWOI
CIOF SAN BERNARDINO WTR
LOUIE TORBITT
POBOX 1630
SAN BERNARDINO, CA 92402
(909)384-5001
torbitt_Lo@sbcitywater.org
SBW02
CIOF SAN BERNARDINO PBL SERVICE
ENGINEERING
195 NORTH D STREET
SAN BERNARDINO, CA 92402
(909) 384-5111
SCGIN8
SC GAS
ROGELIO RAWLINS
POBOX 3003
REDLANDS, CA 92373-0306
(909) 3353928
USCE31
UTI FOR SC EDISON - REDLANDS DIST
EDISON OPERATOR
UVZRDLNDS
UTI FOR VERIZON - RED LANDS
ENGINEERING
(626)302-1212
UVZVICT
UTI FOR VERIZON - VICTORVILLE
10182 I AVENUE SUITE F
HESPERIA, CA 92345
(760)244-3800
E-201
L.I....__ _ J, ~ ~ ~_~~~ ...1: ~~ 1 ~~.... ~ ~.~ rr-.r'1 ^ n ('1 /........~_/.J.-.F'O:...._
"Inn"",
E..202
Aj}pendix
Appendix D. PreviouJ ReportJ
Amnuhead Spn'ngr Refllrt
P",/1 {)(,'-01 jil\ RtfiUJ'/,\\/Jhdl'dAr.,'
E~203
~ ~ ___ ___ _______.._______..._..____ - ____._~_..__.__._.________________._________________.___m__
American De.t'elopment GroUji, Inc. ., P"tge /1-9
~
Appendix
This page intentionally left blank
Manh 05
p~,geA-l 0 . The Pl~tmzmg Ctmter
I', ',.'1 f }(J-~{J i I)f'\lh/;"rf, ")/"" 1!'I.,i{,~
E-204
CAMPUS CRUSADE FOR CHRIST, INC.
ARROWHEAD SPRINGS
SAN BERNARDINO, CA 92414
2bOOV PRIMARY ELECTRICAL DISTRIBUTION SYSTEM
I'
L
d:
L
[
f'-..
-';,
.~~
J-
E-20S
2781SatumStreer,UnitK. Brc:LCaliforrua92621. (714)524-9100 and 524-9101
TABLE OF CONTENTS
I. 2400V EQUIPMENT FIELD EVALUATION AND INVENTORY
1.1 OFC for Hotel 30 Power
1.2 OFe for Technical Services / Hacienda / Quonsets
1.3 Transformer Bushings
1.4 OFC for Hotel 480V Utility
1.5 OFC in Cabana Pool Vault
1.6 OFC in Village Outdoor Vault
1.7 Fuse Data
1.8 Circuit Breakers Inspection Reports
1.9 Oil Fuse Cutout Inspection Reports
1.10 Liquid Immersed Transformers Inspection Reports
1.11 Dry Transformer Inspection Report
II.
I
I
I
ENGINEERING SERVICES
2.1 Short Circuit Study and Tables
2.2 Coordination Study
2.3 Comments
2.4 System Maintenance Recommendations
2.5 System Protection Recommendations
2.6 System Single Line Diagram
E-206
January 25, 1984
PES No. 66-83
I. 2400V EQUIPMENT FIELD EVALUATION AND INVENTORY
Visual inspection of the 2400V Primary Distribution System components
was conducted on October 26, 1983. Due to the age of some devices,
nameplate data was not obtainable. Energized components or devices could
not be thoroughly inspected due to personnel safety restrictions. The
following observations are made in addition to comments shown on the
Inspection and Maintenance Reports.
1.0 GENERAL CONDITION OF EQUIPMENT
1.1 In the Main Vault, the Hotel 220V, three phase (30) power. oil
fuse cutout COFC) cable lead/terminations are oil soaked and
contaminated.
1.1.1 The termination should be remade and the OFC's inspected
and refurbished.
1.1.2 Defective oil fuse cutouts should be replaced, where
I
necessary.
1.2 The Technical Services/Hacienda feeder is AWG No.2 cable
connected to the OFC in the Hotel Main Vault. The cable is oil
soaked and deteriorated.
The cable lead splice should be
I
replaced and the oil leak eliminated.
OFC surfaces are dirty and
I
contaminated with oil and dust, which creates a condition for
flashover and surface tracking.
I
1.2.1 Clean all equipment surfaces and porcelains.
1.2.2 Phase identify each circuit pha~e by color coded tape on
cable leads.
E-207
I
January 25, 1984
PES No. 66-83
I
2.3.10 Analysis
I
a.
The three-phase short-circuit duties imposed for the
I
low-voltage equipment in the system are also listed
in
the above tables.
These tables can be used to
I
evaluate the application of the low-voltage equipment.
It is beyond the scope of this report to make this
I
evaluation.
I
b. The following comments are deemed appropriate for
capacitor installations.
I
(1) The individual capacitors making up the bank are
I
filled with Polychlorinated Biphenyls (PCB) and
should be replaced with non-PCB filled units.
I
(2) Capacitors are subject to explosions and tank
wall ruptures.
The safety of personnel working
I
in or near the vault area and the costly clean-up
I
expenses associated with the repair and
replacement of failed units is the basis of this
I
recommendation.
It is worth noting that all
utilities in the area have instituted replacement
I
programs for PCB-filled capacitors.
I
(3) Non-PeB-filled capacitors are available from
General Electric, McGraw-Edison, or Westinghouse
I
Electric.
'~ I
~ I
1i
j
\:
~
E-208
~
Crawlord
RISK COKTROl SERVICES
ThQ Fl'E Group
DALE KOPRINfK
BRANCH MANAGER
BUILDING INSPECTION AND
BULK SAMPLING REPORT
PREPARED FOR:
Campus Crusade for Christ, International
Arrowhead Springs, 46-00
San Bernardino, CA 92414
PREPAHED BY:
Crawford & Co./FPE
3868 Carson street, Suite 218
Torrance, CA 90503
June 12, 1991
"'
E-209
I
<
t
~
section
,
<
l
1.0
2.0
i
3.0
~.
,~
:;
4.0
'~
,
(
I
~-
5.0
~
~
~
~
f
1\
~.
~
~
~
I
:;.
~
I
~
~
I
f
f
~
I
~
!
~
~
,
f
~.
I
APPENDICES:
A
B
C
D
E
F
TABLE OF CONTENTS
Pqgg
INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
SURVEY PROCEDURES................................. 1
RESULTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
DISCUSSION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
RECOMMENDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Tables 1 and 2
Laboratory Results
Field Data Sheets
Photographs of Sample Locations
Area Diagram
Personal Sample Data
E-210
Building Inspection and Bulk sampling Report
CLIENT:
campus Crusade for Christ, International.
Assignment Number: 002436
CONTACT:
Leon Phelps, Safety Marshal
FACILITY:
Arrowhead springs, 46-00
San Bernardino, CA 92414
~
~
~
8
~
~
~
~
~
~
~
~
~
~
~
~
i
2
~
~
~
~
~
~
~
~
~
SURVEY DATES:
May 20-24i 1991
REPORT BY:
Sylvia Shiner, CIR, Project Manager
REPORT DATE:
June 10, 1991
1.0 INTRODUCTION
Campus Crusade for Christ, International (Campus Crusade) is
implementing an asbestos management program at their Arrowhead
Springs, California facility. Their goal is to ensure health and
safety for building occupants and visitors and comply with
relevant regulations.
During May 20-24 1991, Crawford & Co./FPE conducted a building
inspection and bulk sampling of suspected asbestos containing
building materials (ACBM) in property owned by Campus Crusade at
Arrowhead Springs. Suspect ACBM was identified by visual
inspection and characterized as to friability, current condition
and exposure potential. Suspect ACBM was sampled and analyzed to
determine asbestos content.
a
~
~
~
i
~
I
I
I
I
i
I
~
~
i
M
This report presents the survey procedures, results of all bulk
sampling conducted by Crawford & Co.jFPE and recommendations.
2.0 SURVEY PROCEDURES
The survey procedures followed during the building inspection and
suspect ACBM sampling are presented in this section. Bulk
sampling was conducted in five buildings.
Hotel;
Village Auditorium;
Hacienda;
Springhouse; and
Bungalow.
~
~
~
~
~
~
I
-1-
E-211
The survey of the hotel included the maintenance areas. Hotel
rooms and other areas occupied by guests were not included in the
survey.
~
~.
"
~.
~
;:i
Suspect ACBM was identified by visual inspection and characterized
as friable or nonfriable. The current condition and exposure
potential were also evaluated. Friable material is described by
the Environmental Protection Agency (EPA) as material that when
dry can be crumbled or reduced to a powder by hand pressure.
There are three types of building materials which may contain
asbestos:
Surfacing materials;
Thermal system insulation; and
Miscellaneous materials.
f
~
~
~
~
.~
i
~
J
~
~
~
l
it
i1
'~
~
Surfacinq materials are sprayed-on, troweled-on,
applied to surfaces, such as acoustical plaster on
fireproofing materials on structural members.
or otherwise
ceilings and
Thermal system insulation
boilers, breaching, tanks,
components primarily to
condensation.
is material applied to pipes, fittings,
ducts, or other interior structural
prevent heat loss or gain, or water
~
~
~
~
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~
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11
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.
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Miscellaneous materials are interior building materials on
structural components, stTuctural members or fixtures, such as
floor and ceiling tiles, and do not include surfacing material or
thermal system insulation. Miscellaneous materials are normally
considered nonfriable unless damaged.
Thermal system insulation was sampled during this building
inspection. Surfacing and miscellaneous materials were excluded.
Thermal system insulation in the restrooms was not sampled. It
was determined that material in these rooms was homogeneous with
material sampled in other rooms.
Bulk samples from the buildings listed above were collected of
suspect ACBM in the specified areas. The samples were analyzed to
determine asbestos content. Bulk sampling was performed in a
manner consistent with the EPA sampling protocol. Analysis was
performed by a laboratory accredited by National Voluntary
Laboratory Accreditation Program (NVLAP) for bulk asbestos
testing. Polarized light microscopy (PLM) with dispersion
staining was followed for the analysis as recommended by the EPA.
A minimum of three samples
collected. Samples were
assigned a sample number.
of each
placed in
homogeneous material were
a plastic zip-lOCk bag and
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Photographs of each sample location were taken. These photographs
were labelled with the corresponding sample numbers. Copies of
these photographs are presented in Appendix D.
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one personal sample was also collected at the request of Mr. Leon
Phelps. The sample was analyzed by phase contrast microscopy.
3.0 RESULTS
This section presents the results of the building inspection. All
suspect ACBM sampled during the survey is presented in Table l.
Results from the outlying buildings are presented in Table 2.
These tables are included in Appendix A.
The laboratory data sheets and field data sheets used during the
survey are presented in Appendices Band C, respectively.
Photographs of sample locations are presented in Appendix D. An
area diagram and personal sampling data are included in Appendix E
and F, respectively.
Sample numbers were assigned based on
Industrial hygienist's initials-date
sample number.
the following scheme:
(yjmjd)-functional area-
JCI900905-ch-lA
JCI900905-ch-lB
JCI90090S-ch-lC
A functional space is a spatially distinct unit within a building
which contains identifiable populations of building occupants. A
minimum of three samples were collected from each suspect
homogeneous material and are represented as At Bt and c in the
sample number above.
Tables 1 and 2 provide a list of the buildings and locations
inspected and assessed during the building inspection and bulk
sampling. Presented are the locations and materials assessed and
the general information gathered during the survey. Sample
numbers are provided. The Materials column indicates the specific
materials assessed in each location.
The "Quantity Present" column
square feet, of each material.
shown in linear feet.
shows approximate quantities,
Pipe insulation quantities
l.n
are
The "Asbestos %n column indicates sample analysis results. The
results show the percent of asbestos found in that material. A
~reakdown of the type and percent of each type of asbestos found
l.n each sample is provided on the laboratory data sheets in
Appendix B. If asbestos was not detected, "NDIl is shown.
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The next three columns,
present information used to
containing asbestos.
llFriable", "Damage" and "condition",
assess each material suspected of
The llFriable" column indicates whether or not the material 1S
friable.
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The extent of damage of each material was assessed.
"No" damage was indicated when the material was found to be intact
and no physical damage was visible.
"Minor" damage was indicated where the material was found to have
nicks and scratches. llSignificant" damage is indicated for a
material with damage which is extensive or severe; water da~age,
broken, loose debris, large rips or tears.
The overall condition, based on the size of the area and amount of
material was assessed. The condition of the material was
described as Poor, Fair or Good. In this assessment the entire
amount of material in that area was considered.
A material judged to be in <<poor" condition indicates it appears
worn or damaged and has potential for fiber release if disturbed.
These materials are considered to have lost their structural
integrity in whole or in part, to be water-damaged to the point
that the materials have lost cohesion or adhesion to the
substrater or to be missing or not intact such that they are not
able to contain fibers. The description, "poorl., is related to
the condition of the material and is not necessarily a predictor
of health risk.
A material judged to be I1fair" has minor nicks or scratches and
accessibility to the material is moderate.
A material is judged to be "goodl1 if the structural integrity or
its physical condition appears intact and shows little or no
potential for release of material fibersr providing that the
material is used as intended.
Four materials are listed as "NOli
KKC910523-7-21A, KKC910523-7-23A,
additional samples from each of these
before these materials are designated
in Table; KKC910523-1-3A,
KKC910524-10-41A. Two
materials should be analyzed
as asbestos free.
A personal air sample was collected as Susan Jodoian. The result
fa:: sample I1KKC910523-01pn is 0.019 fibers per cubic meter (flee).
ThlS is below the Occupational Safety and Health Administration
(OSHA) permissible exposure limit (PEL) of 0.2 flee.
E-fl~-
4.0 DISCUSSION
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This section presents a discussion and assessment of several of
the areas sampled.
There were several types of thermal insulation identified during
the survey. Aircell insulation (corrugated cardboard layers and
non~corrugatBd flat cardboard layers) was identified throughout
the facility. White (plaster-like) preformed pipe insulation was
found on the larger steam lines. The material found on pipe
elbows, tees and joints was white, light and fibrous. All of
these materials tested positive for asbestos content.
Most of the damage seen during the survey was the result of
previous pipe repair. Sections of the insulation had been cut to
repair a line or install a valve. Damaged material was left
exposed. Damage also appeared to occur due to impacts. (i.e.
objects hitting the insulation, vibration).
Hotel: The kitchen and upper level storeroom (pictures 1,2, and
3) have approximately 160 feet of 4 inch aircell running into the
crawl space area and old fan room with 12 elbows and Tees. Most
pipes run horizontally, one runs vertically. All insulation has
localized damage. TSI in the fan room is subject to air erosion.
Main corridor contains three types of ACM; aircell, mud elbows,
and white preformed insulation. Each of these have been damaged
as the result of being hit by objects carried by employees. These
pipes are 7 feet above the ground.
There is noticeable air movement in the laundry which may cause a
release of fibers from the significantly damaged ACM.
There is ACM falling onto the air handling machines in the
basement HVAC room. Debris was also noted in the floor. The
pipes are within the reach of workers.
Damaged insulation was found within reach of workers in the 7th
Floor HVAC Room. In one area, the insulation had been rubbed off
by workers climbing a ladder.
Bunqalow #1: Crawl space under the house has damaged ACM.
5.0 RECOMMENDATIONS
This section presents the recommendations based on
work and results of the bulk sampling and
inspection.
the
prl0r
scope of
building
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E-215
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The California Health and Safety Code (Chapter 10.4 section
25915) requires timely notification of affected personnel and
building users, such as contract workers and tenants of the
presence of and potential health risks, if any, due to
asbestos containing material (ACM) in the building or work
area. Notify within 15 days of receipt of this report.
2.
Restrict access where appropriate (i.e. those areas which
contain damaged ACM).
3 .
Post warning signs on all material which contains asbestos.
4.
Develop detailed contract specifications for all abatement
projects. These specifications should include the
contractor's required performance for meeting OSHA, EPA, and
local regulations. The specification serves to protect the
client's interest and maintain a safe environment for
workers, tenants, and the public. These specifications
should be provided to the contractor during the bidding
process.
5.
Remove or repair all damaged asbestos containing material.
All material which is significantly damaged should be removed
as a first priority, while material with minor damage is a
second priority.
Most of the ACM sampled during this survey is accessible to
employees. This factor must be considered when prioritizing
ACM removal.
The first priority areas include, but are not limited to:
Kitchen storeroom;
Security Office;
Boiler Room;
HVAC Basement;
Village Auditorium;
Hacienda Basement (restrict access); and
Springhouse Basement.
6.
Development
plan will
restrictions
exposure.
of an Operations and Maintenance Plan. The O&M
provide general procedures and handling
necessary to prevent or minimize disturbance and
7.
Maintain accurate and complete records of asbestos removal
projects including air monitoring results for personnel
exposure and clearance air sampling.
~~
ENVIRONMENTAL CONSULTANTS
ARCHAEOLOGICAL SURVEY FOR THE
ARROWHEAD SPRINGS PROJECT, SAN
BERNARDINO COUNTY, CALIFORNIA
Prepared for
The Planning Center
Prepared by
Joan C. Brown and Michael Tuma
SWCA Orange County Office
SWCA Cultural Resources Report No. 2005-30
JANUARY 2005
ARCHAEOLOGICAL SURVEY FOR THE ARROWHEAD SPRINGS PROJECT, SAN
BERNARDINO COUNTY, CALIFORNIA
Prepared for
THE PLANNING CENTER
1580 Metro Drive
Costa Mesa, California, 92626
Prepared by
Joan C. Brown, M.A., RP A
and
Michael W. Tuma, M.S., RPA
SWCA@ ENVIRONMENTAL CONSULTANTS
23392 Madero, Suite L
Mission Viejo, California 92691
(949) 770-8042
www.swca.com
USGS 7.5' Quadrangle
San Bernardino North, CA 1967, Photorevised 1988
SWCA Project No. 8749-111
SWCA Cultural Resources Report Database No 2005-30
January 20, 2005
E-218
TABLE OF CONTENTS
MANAGEMENT SUMMARY/ABSTRACT.. ........ .................... .............. ......... mm...... .............. IV
UNDERTAKING INFORMATION/INTRODUCTION.... .................... ........... ................. ......... ...1
SETTIN"G ........................................................... .................................. .......... ..................................3
N A TUlZAL ................................................................................................................................3
Vegetation........................................................... ...........................................H... .................3
CUL TtJRAL ...... .................. .................. ................................................................ ....................4
Prehistory ......................................................................................................... ....................4
Ethnographic.................................... --................................................ ................ ..................5
History................... ........... ............................................................................................ ..:.....6
PRIOR RESEARCH. .............. .... ................ ...................... ............ ...... ................. .......... ....... ...........8
METHODS ................. ...... ..................... ...................................................... ................. .......... ... ....11
StIR VEY.......................................... ....................................................................................... .11
Reconnaissance..... .......... ............................................................................................... u..... ...12
Pedestrian Survey.................................................................................................................. ...12
FINDINGS...... .............................................. _.............................................................................. ..12
DISCUSSION.................. ......................................................................... h.. h............................. ..25
RECOMMENDATIONS ........ ................. ..... ..... ...... .......... ........ ........... ....... ...... ...... ....... ......... .......27
REFERENCES CiTED ............. .... ........... .......... ...... .... ...... ....... .......... ......... ..... ............ ............. ....32
APPENDICES
APPENDIX A: Personnel Qualifications
APPENDIX B: Record Search Results
Confidential Appendix
APPENDIX C: Archaeological Site Records
Appendix D: Cultural Resources Locations Map
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FIGURES
Figure 1: Project Area Location Map ........... ...................................................................................2
Figure 2: Photograph; Location ofmano recovery, CA-SBR-2268/H ..........................................13
Figure 3: Photograph; Dorsal and lateral views of mano ..............................................................13
Figure 4: Photograph; Foundation materials, CA-SBR2268/H .....................................................15
Figure 5: Photograph; Overview of second hotel site, CA-SBR-2268/H......................................15
Figure 6: Photograph; Barbeque are with associated historic trash............................................... 16
Figure 7: Photograph; Gazebo ruins, CA-SBR-2268/H ................................................................16
Figure 8: Photograph; Bathing area ruins, CA-SBR-2268/H ........................................................17
Figure 9: Photograph; Stairs to Bathing area, CA-SBR-22681H...................................................17
Figure 10: Photograph; Bathing area ruins, CA-SBR-2268fH .........................;............................18
Figure 11: Photograph, Overview of CA-SBR-6869H.................. ................................................19
Figure 12: Photograph, Overview of former location of CA-SBR-7021H....................................20
Figure 13: Photograph, View of former location of Features 2,3,4, and 5, CA-SBR-7702H .....21
Figure 14: Photograph; View of former location of Feature 8, CA-SBR-7702H..........................21
Figure 15: Photograph; Overview of Feature 1, CA-SBR-7702H.................................................22
Figure 16: Photograph; Overview of Features 6 and 7, CA-SBR 7702H......................................22
Figure 17: Photograph; View of former location of Features 1,2, and 3 CA-SBR-8248H ..........23
Figure 18: Photograph; Overview of former location ofCA-SBR-10795 ....................................24
Figure 19: Photograph; View ofP 1 071-27H ........................ ...................... ...................................25
TABLES
TABLE 1: CEQA Environmental Checklist for Arrowhead Springs Archaeological Sites ......26
TABLE 2: Cultural Resources Recommendations:....... ........... ... ... ..... .... ........... ..... ...29
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San Bernardino County Water District and the City of San Bernardino have acquired most of the
stock.
In addition to the diversion ditches built at East Twin Creek, a '"stone ditch tunnel" had been
constructed in 1890. The tunnel was 300 feet long and was located a short distance downstream
from the intake to the Del Rosa Water Company's ditch. A pipeline carried the water from the
lower end of the tunnel and along the west bank of the creek. The pipeline had a single owner.
In 1912 and 1919 the Del Rosa Water company sank: a shaft and extended it through bedrock in
order to intercept underflow in the East Twin Creek channel. The deepening of the shaft and
addition of a lateral shaft in 1919 resulted in stopping the flow of water through the stone ditch
tunneL A suit was filed by the tUMet owner against the Del Rosa Water Company. The court
decision merely required that the water company give the tunnel owner advanced notice prior to
any pumpmg.
In 1929, the flow of East Twin Creek was supplemented by water pumped from two wells. In
1965, a valve was installed in the line east of Mountain Avenue. Since that time, the San
Bernardino County Water District has supplied the area east of the valve from its domestic and
agricultural water supply system. However, this area can still be served from the Del Rosa
system in an emergency. A third well was added in 1967; however, by then only around 100
acres were irrigated. Olive groves, Christmas tree groves, deciduous fluit orchards, and pastures
occupied most of the 100 acres. In recent years East Twin Creek water not used for irrigation is
used in the East Twin Creek spreading grounds below 40th street to recharge the ground water
basin.
Before the West Twin Creek Water Company became incorporated in 1891, the water
distribution system probably consisted only of open ditches. Since incorporation, all ditches
have been replaced by closed conduit. In recent years Waterman Canyon Creek water that is not
used for irrigation is spread in the percolation basin in Waterman Canyon Creek, in order to
recharge the ground water basin.
PRIOR RESEARCH
The San Bernardino Information Center located at the San Bernardino County Musewn,
conducted a review of its records on November 1, 2004 to determine if cultural resources were
previously recorded within the Arrowhead Springs study area. Information regarding
archaeological sites and investigations within the study area was compiled. A check was also
made of historic maps, the National Register of Historic Places, the California State Historic
Resources Inventory, and the listing ofCalifomia Historical Landmarks.
The record search revealed that eight cultural resources studies have been completed within the
study area. There are five area overview reports that pertain to the general area.
The studies are:
#1062462 Shinn examined 89 acres in southern portion of the property in 1991. As a result of
her reconnaissance four historic sites, CA-SBR-7019H, CA-SBR-7020H, CA-SBR-7021H, and
CA-SBR-1922H were recorded. Those sites are discussed in the following section.
SWCA Environmental Consultants, fnc. 8~9~r^
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#1062474 is an addendum to above (Shinn 1991) report. Additional archival research showed
that the adobe structure (PI071-27) was constructed in 1948 and was once owned by J. Putnam
Henck. Mr. Henck was a general contractor who worked in several mountain communities from
the late 1950s through the 1970s. The structure was found to be not historically significant
because of the alterations it had under gone in 1968 and because J. Putnam Henck was not
considered to be a significant historic figure.
#1062853 Describes Greenwood and Associates Inland Feeder Project (Foster et aL 1991). Their
survey within the Arrowhead Springs portion of the project covered approximately 80 acrcs
within and adjacent to Waterman Canyon. Three historic archaeological sites, CA-SBR-6869H,
CA-SBR-7702H, and CA-SBR-8248H, were recorded. Th.ose sites are discussed in the following
section.
#1063117 is a report describing an archival record search by Bruce Love in 1996.
#1063307 describes the results of the evaluation of the three historic archaeological sites, CA-
SBR-6869H, CA-SBR-7702H, and CA-SBR-8248H along Waterman Canyon. Those results are
discussed in the following section.
#106364 describes the emergency evaluation of a portion of CA-SBR-10795H that was
discovered within the working limits of the Inland Feeder Project (Home 2004).
#1064074 describes the results of the evaluation of four historic era culverts along Waterman
Canyon Road (Livingstone 2004). One of the culverts is within the Arrowhead Springs study
area.
#1064077 is a cultural resources reconnaissance for three propose.d alignments of Arrowhead
Parkway (Brown 2003). The road will provide access from the City of San Bernardino to
Arrowhead Springs by way of the southern extent ofth.e current project area.
According to the cultural resources files at the San Bernardino Information Center, one
prehistoric archaeological site, nine historic archaeological sites, three "pending" historic
archaeological sites, four historic structures, and four (Plus) possible historic structures are
recorded within the study area. The following prehistoric and historic archaeological sites are
located within the study area:
CA-SBR-2268/H is described as a large area containing many springs. The Gabrielifio referred
to the site as Nilengla where their ancestors had camped naked and cold at the beginning of the
world. This area has also been the location of hotels and spas since 1858 and is registered as a
County Point of Historic Interest (Haenzel 1977). A natural geologic phenomenon shaped as an
arrowhead is located on the mountainside directly above the site. The arrowhead is the emblem
for San Bernardino County. The Serrano's refer to this area as Jubuval. In addition to the Native
American population, the springs were said to have been used by the padres (circa 1820)
associated with the San Gabriel Mission and, by 1858, a Mormon named JOM Brown Sf. began
to make "a few improvements" at the springs. (Point of Historic Interest 1972).
CA-SBR-6869H was recorded by Greenwood and Associates in 1990. The site was described as
consisting of an oven/chimney feature and associated trash pit (Schmidt 1997: 19). Over 600
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historic items were recovered and identified as representing deposition between 1930 and 1945.
Many of the items consisted of hotel wares, beverage containers, condiment jars, and serving
pieces and would have been consistent with the daily operation of Arrowhead Springs Hotel.
The historic trash was apparently unrelated to the hog farm and slaughterhouse that once
occupied this area and provided pork for the hotels kitchen (Schmidt 1997:43). As a result of a
phase II site evaluation, it was found that CA-SBR-6869H did "not constitute an important
archaeological deposit" under CEQA definition (Scluuidt 1997:45).
CA-SBR-6870H was recorded by Greenwood and Associates in 1990. The site was described as
consisting of a 1929 concrete road bridge. The bridge was still in use and showed evidence of
having "sustained past repairs and possible moditications'; (Romani, Head and Kaptain. 1990)
CA-SBR-7019H was recorded by RMW Paleo Associates in 1991. The site was described as
consisting of three holding tanks for water with a "stretch of gutter used for irrigation"
surrounded by an olive orchard (ShiM 1991:15).
CA-SBR-7020H was recorded by RMW Paleo Associates in 1991. The site consisted of a
concrete retaining wall with three column supports and stairs. The stairs led to a flattened area.
Although it appears that the feature could represent a front porch to a house, no evidence of a
foundation was seen. The groundskeeper had infonned the archaeologists that it was rumored
that the home had belonged to Henry E. Huntington; but no evidence of that occupation was
uncovered during research at the Huntington Estate or the San Bernardino County Records
archive (Shinn 1991:15-16).
CA-SBR-7021H was recorded by RMW Paleo Associates in 1991. The site consisted of a metal
pipe in the hillside said to be the possible remnants of an 1885 trench constructed by the Del
Rosa Watcr Company (Shirm 1991: 16).
CA-SBR-7022H was recorded by RMW Paleo Associates in 1991. The site consisted of two
native rock retaining walls against "platforms stacked on top of another" (Shinn 1991:16). A
large amoilllt of building material consisting of brick and concrete was spread over the area.
Associated with the building material were two glass and one chine fragment. Two additional
retaining walls were present next to the adjacent creek and another behind a modem stmcture
(Shinn 1991:17).
CA-SBR-7049H is also known as the Rim of the World Highway. The circa 1915-1916 highway
(as described on the site recording form) extended for 101 miles and consisted of a series of
earlier roads dating from the turn off the century (McCarthy and Goodman 2001). The portion of
the road closest to Arrowhead Springs began at Watemlan Canyon and extended into the
mountains.
CA-SBR-7702H contained eight structural features including remnants of the resort's former
stables. The additional features represented a mortared stone foundation (probably associated
with the Waterman home), foundations of the bathhouses, steams caves, and pool, a concrete
cistern, and two artificial terraces. A subsurface test excavation was undertaken within four of
the feature areas. The additional features were only examined from the surface because they
were located within sensitive habitat areas. Those features include remains that were believed to
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represent the original Waterman house; and three features thought to be remains of circa 1925
structures at the end of the access road leading to the Waterman Canyon Hot Springs: Those
remains included a slab foundation that could have been a bathhouse; a circular concrete
structure that was perhaps an outdoor bathing pool; and three reinforced concrete structures set
into the hillside, probably remnants of the steam caves (Sehmitd 1997:23-30). As a result of a
Phase II site evaluation, it was found that CA-SBR-7702H did "not constitute an important
archaeological deposit " under CEQA definition (Schmidt 1997:45).
CA-SBR-8248H consisted of a linear brick and concrete structure, a massive stone retaining
wall, a brick pier, and two concentrations of refuse (Schmidt 1997:30). Approximately 500
historic era artifacts were recovered during the site evaluation; the items were representative of
household refuse ascribed to a short-term or single depositional episode around 1920 to 1925.
As a result ofa phase II site evaluation, it was found that CA-SBR-8248H did "not constitute an
important archaeological deposit" nnder CEQA definition (Schmidt 1997:45).
CA-SBR-10795H contained a circa 1940's to 1960's trash deposit. An "Emergency Phase-2
testing" of only the portion of the site determined to be within the Metropolitan Inland Feeder
Project Working Limits (Williams and Hamilton 1998). The area was intended to be used as a
topsoil stockpile or permanent sediment disposal area for the project. The portion of the site
evaluated only contained materials manufactured between 1940 and 1960, did not contain an
older buried component, and provided limited information. A denser concentration of trash
appeared to be present outside of, and to the south of, the area tested (Home 1998:2).
P1071-21-H represents a portion of the Stone Ditch Tunnel constructed in 1890. A pipeline
picked up water from the lower end of the 300 foot long tunnel and carried it along the west bank
of the East Twin Creek (Shinn 1991)
PI071-27-H was described as an abandoned adobe house that was later added on to. The original
house appeared to have five or six rooms; the altered house contained ten rooms. Archival
research conducted at the San Bernardino County Records office failed to determine when and
who constructed the house (Shinn 1991).
P36-0 17732 is recorded as a rock and concrete flume several feet in length that was the only
existing remnant of the extreme western portion of the circa 1850 to 1860 West Twin Creek
Water Company system (Shinn 1991)
P36-020267 is an historic era box culvert located along Old Waterman Canyon Road
(Livingstone 2004).
METHODS
SURVEY
Archaeological survey techniques included reconnaissance of previously recorded archaeological
sites and previously surveyed parcels, and intensive pedestrian survey of other parcels within the
project area. Joan Brown, Michael Tuma, Michael Cruz, and Luis Burgos surveyed the project
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TABLEl
CEQA Environmental Checklist
For Arrowhead Springs Archaeological Sites
Site and Would the project Would the project cause a Would the project
Description cause a substantial substantial adverse change disturb any human
adverse change in the in the significance of au remains, including
significance of a archaeological resource those interred outside
historical resource pursuant to ~ 15064.5? offorU1alce~eteries
pursuant to ~15064.5
CA-SBR-2268 Hotel Less then significant Less then signi.ficant with Potentially Significant
complex! prehistoric with mitigation mitigation Impact:
village Historic gravesite and
potential Native
American burials.
Gazebo Less then significant with
mitigation
Bathing Area Less then significant with
mitigation
.------ ------_._--~~
Barbeque and Less then significant with
historic era trash _ mitigation
- -- -
Historic era trash Less then significant with
and possible mitigation
foundation remains
----
Mano No adverse effect
-----
CA-SBR6869H No adverse effect
oven/chimney &
trash
CA-SBR-6870H Less thcn significant Less then significant with
concrete road bridge with mitigation mitigation
CA-SBR-7019H Less then significant with
holding tanks, gutter mitigation
CA-SBR-7020H Less then significant Less then significant with
retaining wall, steps, with mitigation mitigation
no foundation
CA-SBR-70Z1H No adverse effect
Possible remains of
1885 Del Rosa
Water Company
trench
,~._~--- -- --_..._-_.^-~--- -- ,- --_._._-_._----~--
CA-SBR-7022H Less then significant with
retaining wal lS, mitigation
some trash
- ~---
CA-SBR-7049H Less then significant Less then significant with
Rim of the World with mitigation mitigation
Highway
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TABLE 1
CEQA Environmental Checklist
For Arrowhead Sprin~s Archaeological Sites
Site and Would the project Would the project cause a Would the project
Description cause a substantial substautial adverse change disturb any human
adverse change in the in the significance of an remains, including
significance of a archaeological resource those interred outside
historical resource pursuant to ~15064.5? of formal cemeteries
pursuant to ~lS064.5
.- I-- m
CA-SBR-7702H No adverse effect
Eight structural
features
CA-SBR -8248H No adverse effect
Retaining walls,
trash, historic
features
CA-SBR-10795H No adverse effect
1940's to 1060's
trash
._~-
P1071-21 Less then significant with
1890 Stone Ditch mitigation
tunnel
PI071-27 Adobe No adverse effect
house with add-on's
P36-017732 1850- Less then significant with
1860 rock and mitigation
concrete flume
P36-020267 Historic No adverse effect
era culvert
RECOMMENDATIONS
Prior to issuance of the first preliminary or precise grading permit, CA-SBR-2268/H (including
the four newly recorded loci), CA-SBR-7019H, CA-SBR-7020H, CA-SBR-7022H, CA-SBR-
7049H, PlO71-21, and P36-017732 must be evaluated to detennine ifthe sites are a ('historical
resource" as defined under Section 15064.5 of the CEQA Guidelines.
Evaluation for CA-SBR-2268fH (including the loci containing the barbeque and historic trash
and the historic era trash and possible foundation remains located to the north of the hotel) may
include, but are not limited to: archival research, photo-documentation, mapping, and surface
collection of any exposed artifacts. The artifacts will be marked with a pin flag as they are
encountered and the location and elevation of each measured using a transit and stadia. Each
artifact will be placed in a bag and returned to the laboratory for further processing. Subsurface
excavation would consist of a combination of hand auger testing to determine if subsurface
artifacts arc present, systematic hand excavation of units, and backhoe trenching. Excavated dirt
would be screened through lISth inch mesh and recovered artifacts would be labeled with the
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SWCA Environmental Consultants, Inc. 8749-111
27
appropriate information and returned to the laboratory for processing. Upon completion of the
analysis, all of the information will be incorporated into a report.
Evaluation for CA-SBR-7019H would include but not be limited to; archival research,
photographic documentation, line drawing documentation, and all of the information
incorporated into a report.
The evaluations for CA-SBR-7020H and CA-SBR-7022H would include but not be limited to;
archival research, photographic documentation, line drawing documentation, and backhoe
trenching to determine if subsurface features or historic era trash are present. The trenching
would be accomplished by a backhoe and operator under the guidance of a qualified
archaeologist; the dirt would be screened through l/sth inch mesh; and all artifacts collected,
labeled with the appropriate locational information, and returned to the laboratory for analysis.
All of the resulting information would be incorporated into a report.
Evaluations for CA-SBR-7049H, PI071-21, and P36-017732 would include but not belimited
to; archival research, photographic documentation, line drawing documentation, and all of the
information incorporated into a report.
If upon completion of the test level investigations, the sites are determined to be "historical
resources," the archaeologist shall submit their recommendations to the landowner or subsequent
project applicant and the Director of Corrununity Development on the measures that shall be
implemented to protect the sites, Appropriate mitigation measures for "historical resources"
could include preservation of the site through avoidance or capping, incorporation of the site in
greenspace, parks or open space, data recovery excavations of the finds, or compliance with the
Secretary of the Interior's Standards for the Treatment of Historic Properties with Guidelines for
Preserving, Rehabilitating, Restoring, and Reconstructing Historic Buildings (1995). To the
extent these sites are not preserved in place, the archaeologist shall conduct a data recovery
program which includes:
(l) Preparation of a research design for those sites determined to be "historical
resources" that cannot be avoided that describes the recommended field
investigations, and makes provisions for adequately recovering the scientifically
consequential information from and about the "historical resource."
(2) Conducting site excavations in accordance with the research design with an
emphasis on obtaining an adequate sample for analysis within the limits ofthe
research questions being addressed. Special studies such as pollen analyses, soil
analyses, radiocarbon dating, and obsidian hydration dating should be conducted as
appropriate.
(3) Preparation of a final report of the Phase III work and submittal of the research
design and final report to the South Central Coast Infonnation Center (SCCIC), and
other agencies, as appropriate.
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(4) Any archaeological or historical artifacts recovered as a result of mitigation shall
be donated to a qualified scientific institution approved by the Director of Community
Development where they would be afforded long term preservation to allow future
scientific study.
These recommendations shall have been reviewed and approved by the Director of
Community Development prior to issuance of the grading permit and prior to any
surface disturbance on the project site.
The recommendation for the study area are presented in the following table:
-----
TABI~E 2
Recommendations
Site and Comments Recommended Mitigation
Description
CA-SBR-2268 Registered as a Avoidance if possible or: Archival research;
Hotcl complex! County Point of photographic and line drawing documentation,
prehistoric village Historic Interest clearance of vegetation; surface collection of
any visible artifacts, backhoe trenching, hand
auger testing, shovel test pits, systematic hand
excavation of, laboratory analysis of artifacts;
and results incorporated in a report
Gazebo Element ofCA-SBR- A voidance if possible or: Archival research;
2268 photographic and line drawing documentation;
additional exploratory excavation to determine
extent of features; and results incorporated in a
report.
Bathing Area Element ofCA-SBR- Avoidance if possible or: Archival research;
2268 photographic and line drawing documentation,
additional exploratory excavation to detenninc
extent of feature; and results incorporated in a
report.
Barbeque and historic Element ofCA-SBR- Avoidance if possible or: Archival research;
era trash 2268 photographic and line drawing documentation,
clearance of vegetation; sunace collection of
visible artifacts, hand auger testing, shovel test
pits, systematic hand excavation of units within
trash deposit, laboratory analysis of artifacts;
and results incorporated in a report.
Historic era trash and Elemcnt ofCA-SBR- A voidance if possible or;
possible foundation 2268 Surface collection of visible artifacts, backhoe
remams trench excavation to detcrmine if subsurface
features are present, hand auger testing, shovel
test pits, systematic hand excavation of units
within trash deposit, laboratory analysis of
artifacts; and rcsults incorporated in a report
Mana Element ofCA-SBR- None required
2268
-_.._-_..._~
SWCA Environmental Consultants, Inc. 8Ji9~rPl
29
~
TABLE 2
Recommendations
Site and Comments Recommended Mitigation
Description
Isolated artifact
CA-SBR-6869H Evaluated by None required
oven/chimney & trash Greenwood and
Associates 1997
CA-SBR-6870H Recorded by None required
concrete road bridge Greenwood and
Associates
Same as recorded
CA-SBR-7019H Recorded by Shinn Avoidance if possible or:
holding tanks, gutter Same as recorded Archival research, photographic and line
drawing documentation; and results
incorporated in a report
CA-SBR-7020H Recorded by Shinn Avoidance if possible or:
retaining wall, steps, Same as recorded Archival research, photographic and line
no foundation drawing documentation; backhoe trench
excavation to determine if subsurface features
are present; and res~lts incorporated in a report
CA-SBR-7021H Recorded by Shinn None required
Possible remains of Impacted by
1885 Del Rosa Water construction activities
Company trench
CA-SBR-7022H Recorded by Shinn Avoidance if possible or:
retaining walls. Same as recorded Archival research, photographic and line
drawing documentation; backhoe trench
excavation to determine if subsurface features
are present; and results incorporated in a report
\
CA-SBR-7049H Recorded by Avoidance ifpossible or:
Rim of the W orId McCarthy and Photographic and additional historic
Highway Goodman; they state documentation
on site form that it is a
Significant Road in
Southern California
history
No apparent change. - ~---~-
CA-SBR-7702H Evaluated by None required
Eight structural Greenwood and
features Associates 1997.
Further damage by
flooding, construction
CA -SBR -8248H Evaluated by None required
Retaining walls, trash, Greenwood 1997
historic features Heavily damaged by
~_. Inland feeder project .. ----------- ---------
CA-SBR-10795H Only a portion None required
1940's to 1060's trash evaluated
---....--
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30
--~-------
TABLE 2
Recommendations
Site and Comments Recommended Mitigation
Description
Completely destroyed
PlO71-21 Same as recorded Avoidance if possible or:
1890 Stone Ditch Photographic and additional historic
tunnel documentation
PI071-27 Evaluated by Shioo None required
Adobe house with Fire destroyed most
add-on's offadd-on's and left
adobe walls standing
P36-0 17732 Same as recorded Avoidance if possible or:
1850-1860 rock and Photographic and additional historic
concrete flume documentation
P36-020267 Architectural survey None required
Historic era cuI vert found not eligible for
inclusion in NRHP
Same as recorded
--_..._--,-----~---
Due to the archaeological sensitivity of the area indicated by the many cultural resources, it is
recommended that a qualified archaeologist monitor any gronnd disturbing activity during all
gronnd disturbing activities. The monitoring archaeologist must be empowered to temporarily
divert grading equipment in the event of a discovery and allow for sufficient time to evaluate and
potentially remove the find.
Joan C. Brown, M.A., RPA
Senior Project Manager - Cultural Resources
Michael Tuma, M.S., RP A
Scientist-Cultural Resources
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31
Appendix
Appendix E. Site Photographs
AI7"Ou;he.1C! SPrings Rnurt
P;vr f)(, -o! .;)!~Ri;'jI'illl\P!;J,Jf~{.d'!i.
Amerhan Dndoprnent GrouJ}, Inc. . Pltge /1-11
E-231
~
Appendix
This page intentionally left blank
PageA-12 . The Plannmg Center
P:',/1 {)(,' r! {.Oi'<r-?~I'I.'n.I'\.Ph..:l,ef,dm'
E-232
iVLlnh 05
View of the hotel building located at the subject site.
View of the subject site looking toward the northeast.
Arrowhead Springs Resort
Arrowhead Springs, California
American Development Gro~"
Phase I Environmental Assessment;E~-01.0I
an THE
.4( PLANNING
~ CENTER
View of maintenance buildings located at the subject site.
View of fueling dispensing station located at the subject site.
Arrowhead Springs Resort
Arrowhead Springs, California
American Development ~1J34
Phase I Environmental Assessment - #ADG-Ol.OI
C,V"THE
>>.4< PLANNING
U\wt' CENTER
View of empty 55-gallon drums located near the maintenance area.
View of paint cans located near the maintenance area.
Arrowhead Springs Resort
Arrowhead Springs, California
American Development ~~.c::
Phase I Environmental Assessment - IlAiJ'G-Ol.OI
CY'THE
-.4( PLANNING
~ CENTER
View staining and leaking near stored waste oil.
View of the sewage treatment facility located at the subject site.
Arrowhead Springs Resort
Arrowhead Springs, California
American Development GBuB86
Phase I Environmental Assessment - #ADG-01.01
~THE
>>!. PLANNING
~CENTER
Appendix
Appendix F. Qualifications of Environmental Professionals
Arrowhead SjmngJ ReJort
P'Vl OG_Ol.1)1\,[(rl,,,,"I,i,p;',,,,.,.] ,I,.
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American Det'elopmel1t GTOUP, Inc. · p(t{!/ .11-13
~
Appendix
This page intentionally left blank
PageA-14 . The P!anmng Cenlel'
P."/IDC O!.IJI\[.?("f'{,'l"I'/'"v' rio'''
iYlurch (j 5
E-238
~,., '~l'i:',' le",~ .,"" <..toe',"-:::,~"'"
,JIlIttIE ,ffik~NlNttN(2j lS'EM1ma~'~:
'" y"", -\ ,~. ~ J I 'J j .,. , '^;.;~"~
DENISE CLENDENING~ Ph.D,,~ REA II
Directolf of Risk Assessment Services
QuaUficatioiil5 Dr. Clendening has over 22 years of experience providing tec~ilical oversight and "
performing human health risk assessments, site assessments ~ridinvestjgations6f ebe\'llic;1I.
waste at Resource Conservation & Recovery Act (RCRA), Superfund,and othersit~sin
California. Denise is adept at app!ying alternative methods. Wh(i~P9~ble;t~i4~:~tifY soil.
water, and air cleanup levels that are economical yet protective ofhumall health'and the
environment. She applies her expertise in conducting more realistic site-specific risk
assessments and calculating target soil and groundwater cleanup levels based on site-
specific exposure scenarios. Her work has involved pesticides heary metals, solvents. and
petroleum contaminated soils.
Denise's experience base is wide, with experience in the development and testing of risk
assessment software for the American Petroleum Institute and teaching training courses in
risk assessment including the use of different risk assessment software programs.
Moreover. she has established a very good reputation in working with regulatory agencies
and negotiating risk-related issues on behalf of her clients. Denise is a member of the Los
Angeles Regional Water Quali!>, Control Board Underground Storage Tank Advisory Board
and has extensive experience with site closure activities with the Department of Toxic
Substance Control (DTSq. Environmental Protection Agency (EPA). Regional Water
Qua Ii 9' Control Boards (RWQCB) , and local oversight agencies throughout California.
Denise is a Registered Environmental Assessor II (REA II) with the State of California, which
indicates that she has been certjfied by the State as a project manager ful!y capable of
performing the fundamental site inspections of residential or commercial properties (the
Phase I environmental site assessment and investigations), issue cleanup opinions. evaluate
risk from contamination and manage the cleanup of contaminated sites. She has conducted
numerous Phase I assessments and Preliminary Environmental Assessments in the State of
California. She was also involved in numerous environmental projects for oil field
operations while she was at Chevron Oil Field Research Company. She has managed large
divestiture environmental due diligence projects for the electric power industry.
She continues to assist multiple school districts in the State of California with Phase I site
assessments, preliminary environmental assessments (PEAs) and public relations. She has
assisted over 2S school districts with the DTSC school site approval process and has
secured numerous "no further action" determinations. Denise participates in public
hearings and school board meetings and coordinated her projects with the California
Environmental Quality Act (CEQA) process.
High~gghts fi~'
EXl!'ier~'e!!'il~((;i
Highlights of experience include:
fI Xerox Corporation Preliminary Environmental Assessment and Health Risk Assessment.
Santa Ana, CA.
<&\ Oil Field Preliminary Environmental Assessment. Culver Ciry. CA-
rt> Human Health Risk Evaluation. Literature Research for American Petroleum Institute.
'" Cogeneration Facilities Permit Applications. Various locations. CA
" NRG Energy Environmental Due Diligence Investigations. CA-
,n AES Environmental Due Diligence Work Plans. CA.
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Land Planning. Community Planning & Design . Environmental Compliance &~I2J 91nfill & Revitalization . School FacilitiC!s Planning . Visioning . Creative Media
DENISE CLENDENING, Ph.D., REA n
Director of Risk Assessment Services
Page 2
@ 00/ of Redlands Health Risk Assessment. Redlands. CA.
@ CaJtrans Risk Assessment and Groundwater Impact Ana!ysis. CA. Risk Assessments
and Indoor Air Sampling for Confidential Clients(s), Various Locations.
9 Human Health and Ecological Risk Assessment - Technical Review. Various Locations.
· l<lndfill Risk Assessments. Various Locations.
@ Risk Assessments for Pesticide Contaminated Soil. Various Locations.
$ Human Health Risk Assessment for Confidential Mineral Resources Client. J\Z.
Gl Human Health Risk Assessment at Whites Point Nike Missile Site. Los Angeles Couno/.
CA.
41 Human Health Risk Assessment at Fort MacArthur. Los Angeles Counry. CA.
rjj Risk Assessment Training Courses.
ill Lead-Based Paint Evaluations. Various Locations.
EdlUcation
r/l Ph.D.. Soil Physics. 1988. Universio/ of California Riverside
'" M.S.. Soil Science. 1985. Universio/ of California. Riverside
@ B.s.. Geology. 1983. Universiry of California. Riverside
RegistB'atioriis
~ Registered Environmental Assessor II, California No. 20 ! 30. March 2000
.. 40 Hour Hazwoper OSHA certification per CFR 1910.120
~ Oil Spill Response
Pr@fessnona~
Affmar!diDns
@ Soil Science SOdeo/ of America
" American Geop~sical Union
'" American Chemical Society
'" Society of Risk Ana!ysis
'" Coalition of AdeQ!..late School Housing
~THE
~-::<<PUl,NNING
\.AJCENTER
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MiCHAEL J~ WATSON
Geologist
(trl8'~,}~f.[~@n~;JI'l:J G' e EN'TIE fR"~
0.~~ ' 1 ~ m:' oJ> ~,: .Ie"" ~ > .. " r; ~ ,1$\
Quanfications Mike Watson has over two years of experience in the environmental consultingjndu~by.
He is proficient in providing field and office support to proiect;~~nagers perforrnillgsite
assessment and remediation. and has performed over 45 Preliifiln:il)' Environmenta:l
Assessments (PEAs), more than 30 Phase I Environmental Site ~mc;ntsJIJ,Si\st and
over more than 25 Geohazard Studies. In addition, Mike has expeliencecoriducting air
Qualiry and industrial hygiene assessments. groundwater investigations and remedIal actions.
Mike has managed materials aCQuisition, field eQuipment maintenance and subcontractor
coordination on large field investigation and monitoring programs.
HighUghts of
Experience
Mike current!y assists in the site assessment services program and Department of Toxic
Substances Control (DTSC) school site approval process for numerous school districts
throughout California. He performs Phase 1 ESAs. PEAs. Geohazard Studies.
Supplemental Site Investigations (55Is). Remedial Investigation (RI) Reports. Removal
Action Workplans (RAWs). Feasibilio/ Study (FS) Reports. Title 5 Compliance Studies and
RII Testing Reports. in addition to assisting with the management and conducting field
investigations. assembling the project data and arranging methodical and comprehensive
procedures to attain the client's goals.
Highlights of experience include:
'\1> Uttle lake City School District; City of Santa Fe Spfiogs, Jersey Athletic Fields, Santa Fe
Sp~ii1gs, Caiifomia. Geologist responsible for geotechnical sampling. methane sampling,
air Quality assessment and Q!.larterly groundwater sampling at a temporarilY dosed
athletic field. Specific duties included describing lithology during a monitoring well
installation. eQuipment and material aCQ!.lisition, sample collection and preparation.
chain-of-custody and drum list maintenance. daily monitoring eQuipment calibration.
preparation of waste profiles and waste manifest form::>. and report-Q!.IaliY well
completion diagrams from field records.
@ MorellO Valley Unified School VisMct, Pmpi!Osed Elementary Schl}oi Nil. 2B, MorerlO Valley,
Califomia. Geologist responsible for assisting in the research and writing of a
geohazard study report. a Phase I ESA. and a Phase I Addendum, In addition.
performed pre-demolition lead soil sample collection. chain-of-custody maintenance
and site safely monitoring at the sUe. Specific duties included site visits. preparation of
boring logs, and interviewing landowners.
\\) Sara Bemanjino COUil1!y Sjjpe,in'(;emi~nt of Schools, Propo:Ged Chaff"y Wl!!5t Gommw'll'!:y School
Site, Montelal.. Calif~m!a. Geologist responsible for assisting in the research. field work
and writing of a PEA. an 5S1 and a RAW. The S.I-acre site. a former orchard with
active auto repair and engine rebuilder facilities. was impacted with lead and arsenic.
Specific duties included researching and ordering historical resources and documents
of the site. preparing draft reports. performing site visits including personnel
interviews. proper soil and soil gas sample collection and preparation. chain-or-custody
maintenance. description of soil properties. and site safery monitoring.
'3 CoitGil joint IJrMied Sctmll! ijistrict, ~~ew Higll S'CliCO! Jj2J Site, [Oiw"mfl Tif'lI'i'<1C~, ,G.alhi'rimlia.
Geologist responsible for utili1y clearance. soil and soil gas sample collection and
preparation. chain-of-custody maintenance. delineation of arsenic-impacted soil using
tJjTHE
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Land Planning . Community Planning & Design. Environmental Compliance & ~a4~ Infill & Revilaliz;Jlion . School Facilities Planning. Visioning. Creative Media
MiCHAEL J. WATSON
Geologist
I!l'.,..ge .2
Education
Professional
Certification
Publications
x-ray fluorescence (XRF) technology, soil removal. confirmation sampling. preparation
of waste profiles and waste manifest forms. and site safe!}t monitoring for this 65-acre
site. The sUe comprises an active lumber processingyard, an active lumber
distribution center, an active auto repair facilio/. an active charter bus maintenance
yard, an active tow truck maintenance yard. an active landscaping service yard. an
active agricultural field with row crops. an actIve ciry park. and a former underground
storage tank site.
~ University of California. Riverside. B.s. Geology. 2002.
e 40-Hour Hazardous Waste Workers (HAZWOPER) Certification. 2002.
E> 24-Hour First Responders Certification. 2002.
o 8-Hour HAZWOPER Refresher Certification. 2003~200S.
OJ} CPR/First Aid Certification. 200S.
$ Watson. M.I.. and S. lorgensen. 200 I. Geologic Map of the Margarita Peak 7.5'
Quadrangle. San Diego County. California: A Digital Database. Version 1.0:
Mapping by 5.S. Tan. California Department of Conservation Division of Mines and
Geology. Preliminary Geologic Map. 200 I: Scale 1:24.000.
'" Watson, M.!.. 2003. Quaternary Geologic Materials Map of part of the luniper Hills
7.S-Minute Quadrangle. California in Seismic Hazard Zone Report for the Juniper Hills
7.S-Minute Quadrangle. Los Angeles County, California, Mapping by A.G. Barrows.
D.'. Beeby. D.B. Burke. T.W. Dibblee. Ir.. I.E. Kahle. and 0.1. Ponti. California
Department of Conservation. California Geological Survey Seismic Hazard Zone
Report 102.2003: Scale 1:24.000.
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Land Planning. Community Planning & Design. Environmental Compliance &E!!~42 Infill & Revitalization. School Facilities Planning. Visioning. Creaiive Media