HomeMy WebLinkAbout103635-03; El Camino Real Widening-Recon; El Camino Real Widening & Future Cannon Rd; 1998-06-04E
E
E
I
WATER QUALITY EVALUATION
EL CAMINO REAL ROAD WIDENING PROJECT
EL CAMINO REAL AND
FUTURE CANNON ROAD
CARLSBAD, CALIFORNIA 92008
PREPARED FOR:
RECON
4241 Jutland Drive, Suite 201
San Diego, California 92117-3653
c
c
I
I
I
I
I
I
E
PREPARED BY:
Ninyo & Moore Geotechnical and Environmental Sciences Consultants
10225 Barnes Canyon Road, Suite A-112
San Diego, California 92121
June 4; 1998
(Revised)
Project No. 103635-03
I 0225 Barnes Canyon Road - Suite A-11 2 • San Diego, California 92 121 • Phone (6 1 9] 457-0400 • Fax (6 1 9) 558-1236
Oakland
(510) 893-255.
Irvine
(714) 472-5444
Los Angeles
(213) 488-51 1
Las Vegas
(702) 433-0330
June 4, 1998
(Revised)
Project No. 103635-03
E
E
E
C
E
E
I
I
I
I
I
Mr. Tom Held
RECON
4241 Jutland, Suite 201
San Diego, California 92117-3653
Subject: Water Quality Evaluation
El Camino Real Road Widening Project
El Camino Real and Future Cannon Road
Carlsbad, California 92008
Dear Mr. Held:
Ninyo & Moore is pleased to present this report of water quality evaluation for the El Camino
Real Road Widening Project located in Carlsbad, California. Project tasks were performed in gen-
eral accordance with our proposal and scope of services dated January 13, 1998. We understand
that the findings of this study will be utilized in the preparation of environmental impact docu-
ments.
We appreciate the opportunity to be of service to RECON on this project. Should you require
clarification of our findings, conclusions or recommendations as presented, please contact the un-
dersigned in our San Diego office.
Sincerely,
NINYO & MOORE
Peter D. Clark, R.E.A.
Project Environmental Geologist
PDC/SB/ccl
Distribution: (4) Addressee
Stephan A. Beck, C.E.G., H.G.
Manager, Environmental Sciences Division
E
10225 Barnes Canyon Road - SuiteA-l 12 • San Diego, California 92121 • Phone (619J 457-0400 • Fax (619) 558-1236
Oakland
(510) 893-255.
Los Angeles
(213)488-5111
Ontario
(909) 947-1588
Las Vegas
(702) 433-0330
i
c
c
c
c
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
TABLE OF CONTENTS
Page
1. INTRODUCTION 1
2. SCOPE OF SERVICES 1
3. SITE DESRJPTION AND EXISTING CONDITIONS 2
4. PROJECT DESCRIPTION 2
5. ENVIRONMENTAL SETTING 3
5.1. Topographic Conditions 3
5.2. Geologic Conditions 3
5.3. Site Geology 4
5.3.1. Artificial Fill 4
5.3.2. Alluvium 4
5.3.3. Santiago Formation 5
6. HYDROLOGIC SETTING 5
6.1. Hydrologic Unit 5
6.2. Groundwater 6
6.3. Surface Water 6
7. STATUTORY/REGULATORY BACKGROUND 6
8. BENEFICIAL WATER USES 10
8.1. Water Quality Objectives 12
9. STORMWATER RUNOFF 14
10. BEST MANAGEMENT PRACTICES 16
11. WATER QUALITY 17
11.1. Nonpoint Sources 17
11.2. Point Sources 19
11.3. Water Quality Data 19
12. SIGNIFICANCE OF IMPACTS DETERMINATION 20
12.1. Hydrology 20
12.2. Water Quality 20
13. ENVIRONMENTAL IMPACTS 20
13.1. Hydrology 21
13.2. Water Quality 21
14. MITIGATION MEASURES 22
3635-03R-r.DOC
P
i
I
I
I
I
c
E
E
I
I
I
-
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
14.1. Hydrology .............................................................................................................. 22
14.2. Water Quality .......................................................................................................... 23
15. LIMITATIONS .................................................................................................................. 24
16. PREP ARERS OF REPORT ............................................................................................... 25
17. AGENCIES, ORGANIZATIONS, PERSONS CONTACTED ........................................... 25
18. REFERENCES .................................................................................................................. 26
Illustrations
Figure 1 - Site Location Map
Figure 2 - Topographic Map
Appendix
Appendix A - Water Quality Data
-rDOC /y\oore
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
I
I
I
I
E
E
E
E
C
E
E
1. INTRODUCTION
In accordance with your request, Ninyo & Moore has performed a water quality evaluation of the
project site located in Carlsbad, California (Figure 1). The purpose of this study was to evaluate
hazardous materials conditions using available data and to provide a report, which will be utilized
in the preparation of environmental impact documents. This report presents our findings and con-
clusions pertaining to the proposed El Camino Real Road Widening Project (Project). Subsurface
exploration and laboratory testing of materials were not included in the scope of this evaluation.
2. SCOPE OF SERVICES
RECON retained Ninyo & Moore to conduct a water quality evaluation for inclusion into an envi-
ronmental impact report (EIR). The services were conducted in general accordance with Ninyo &
Moore's proposal and scope of services dated January 13, 1998, and the subcontractor agreement
between Ninyo & Moore and RECON. Ninyo & Moore's scope of services included the following
tasks:
• Reviewing readily available maps, reports, photographs, plans and other documents pertinent
to water quality issues for the site. The City of Carlsbad and RECON was requested to pro-
vide copies of, or access to pertinent maps, reports, photographs, plans and other documents
in their possession.
• Performing a site reconnaissance to visually identify areas of existing or potential water quality
issues.
• Reviewing readily available local regulatory agency information regarding surface water and
groundwater for the site. Requests for information were made to the Department of Water
Resources, County Department of Environmental Health, Regional Water Quality Control
Board, State Water Quality Information System, and the United States Geological Survey.
• Preparing this Water Quality Evaluation report including an introduction, methodology, exist-
ing conditions, impact analysis, criteria of significance and mitigation measures supported by
illustrations, references, agencies and individuals contacted, and a list of preparers.
363MI3R-r.DOC .'&
I
I
I
I
I
I
E
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
3. SITE BESRIPTION AND EXISTING CONDITIONS
The project area consists of an approximately 1,200-foot long section of El Camino Real (station
441+00 to 453+00), approximately 2V£ miles northwest of Palomar Airport Road in the city of
Carlsbad (see Figure 1). El Camino Real is currently a four-lane roadway, with a paved section
that is approximately 100-feet wide. In the project area, the roadway is located on a fill embank-
ment that ranges from seven to ten feet in height above the surrounding floodplain of Agua
Hedionda Creek. From Station 441+70 to Station 442+83, El Camino Real crosses Agua He-
dionda Creek via a concrete bridge. The bridge is 113-feet long and 108 feet wide and is
supported at two bents within the creek channel and two abutments. According to a report dated
January 15, 1997, prepared by Agra Earth and Environmental, Inc., (AGRA) the foundation of
the bridge consists of 14 Class XI piles at each abutment and bent. The AGRA report indicates
that the piles may be either precast, prestressed concrete piles or step-taper steel shells (Raymond
Step-Taper Piles) filled with concrete. The exposed portions of the piles at the bents are 16-inch
diameter concrete columns.
Elevations across the project area range from approximately 45.8 feet above mean sea level
(MSL) near the center of the bridge to roughly 29 feet MSL within the Agua Hedionda Creek
channel, west of the bridge. A topographic map is provided as Figure 2. Vegetation consists of
moderate to dense native growth along the sides of the creek channel and within the floodplain
west of the road. Agricultural land exists on the north side of El Camino Real, northwest of the
bridge. A trailer park development exists on the north side of El Camino Real, northeast of the
bridge.
4. PROJECT DESCRIPTION
The proposed project will consist of the widening of El Camino Real from approximately Station
441+00 to Station 453+00 (roughly 1,200 feet). The widening includes the addition of one lane
on each side, widening the existing bridge over Aqua Hedionda Creek by two feet on each side,
and the addition of a right-turn lane from southbound El Camino Real to (future) westbound Can-
3635-03R-r.DOC tylnyo
I
I
I
I
E
E
E
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
non Road. The proposed Cannon Road will cross El Camino Real approximately 75 feet north of
the existing bridge, then will cross Aqua Hedionda Creek via a proposed bridge to be located ap-
proximately 150 feet southwest of the existing El Camino Real bridge.
5. ENVIRONMENTAL SETTING
The following sections include discussions of the topographic, geologic, soil and hydrogeologic
conditions; a review of available published documents; and presents the findings of our visual site
reconnaissance of the property and adjacent areas.
5.1. Topographic Conditions
In general, the project is located in near the center of Agua Hedionda Valley, and the area
surrounding the project consists of moderate to steeply ascending hills. Surface drainage in
the valley is towards the southwest into the nearby Agua Hedionda Lagoon. The approximate
elevation of the current road is 40 to 45 feet MSL. A topographic map is presented as
Figure 2.
5.2. Geologic Conditions
The project area is situated in the western portion of the Peninsular Ranges geomorphic
province of southern California. This geomorphic province encompasses an area that extends
125 miles, from the Transverse Ranges and the Los Angeles Basin, south to the Mexican
border, and beyond another 775 miles to the tip of Baja California (Norris and Webb, 1990).
The geomorphic province varies in width from 30 to 100 miles, most of which is character-
ized by northwest trending mountain ranges separated by subparallel fault zones. In general,
the Peninsular Ranges are underlain by Jurassic-age metavolcanic and metasedimentary rocks
and by Cretaceous-age igneous rocks of the southern California batholith. The westernmost
portion of the province in San Diego County, in which the site is located, generally consists
of Upper Cretaceous-, Tertiary-, and Quaternary-age sedimentary rocks.
3635-03R-r.DOC
i
iii
E
[
C
E
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
The Peninsular Ranges are traversed by several major active faults (Figure 3, Fault Location
Map). The Whittier-Elsmore, San Jacinto, and the San Andreas faults are major active fault
systems located northeast of the site and the Agua Blanca-Coronado Bank and San Clemente
faults are active faults located to the west-southwest. The Rose Canyon fault zone is also a
major fault system, located offshore of Carlsbad, portions of which have recently been recog-
nized as active by the State of California. Major tectonic activity associated with these and
other faults within this regional tectonic framework is right-lateral strike-slip movement.
These faults, as well as other faults in the region, have the potential for generating strong
ground motions at the project site.
5.3. Site Geology
Based on our literature review, including published geologic maps and available geotechnical
reports, the project is underlain generally by artificial fill, alluvium, and formational materials
of the Santiago Formation. A brief description of these units, as described in the cited litera-
ture, or as observed at the project area, is presented below.
5.3.1. Artificial Fill
Previous construction along and adjacent to El Camino Real has resulted in the place-
ment of artificial fill. Based on review of previous geotechnical reports and topographic
maps, these fill soils are expected to be up to roughly 10 feet deep along the existing
roadway. These soils consist generally of clayey sands and silty sands. In addition to
these soils, riprap composed of boulder-sized rocks locally line the abutments of the ex-
isting bridge.
5.3.2. Alluvium
Recent alluvial deposits underlie the fill soils. The alluvium was within the floodplain of
Agua Hedionda Creek. Based on the previous geotechnical reports, the alluvium is de-
3635-03R-T.DOC
I
I
I
I
I
I
P
I!
i
RECON June 4, 1998
El Camino Reai Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
scribed as soft to stiff silty clay and loose to medium dense silty sand. The alluvium is
expected to be greater than 100-feet deep in the project vicinity.
5.3.3. Santiago Formation
Materials of the Eocene-age Santiago Formation underlie the alluvium in the project
area. The Santiago Formation is described as very dense, silty sandstone and interbedded
hard claystone.
A more detailed analysis of geologic conditions, including faults, liquefaction, landslides, and
other geologic hazards are discussed under a separate report prepared by Ninyo & Moore
dated June 4, 1998.
6. HYDROLOGIC SETTING
This section summarizes the regional hydrologic setting and project hydrologic conditions. The
information is based on our review of the referenced reports, including observations made by
Ninyo & Moore in the project area.
6.1. Hydrologic Unit
According to available hydrogeologic data from the Regional Water Quality Control Board
(RWQCB) and the California Department of Water Resources (DWR), the project is located
in the Los Manos Hydrologic Subarea within the Agua Hedionda Hydrologic Area, which is
within the Carlsbad Hydrologic Unit.
The Carlsbad Hydrologic Unit is a triangular shaped area of approximately 210 square miles,
extending from Lake Wohlford on the east and the Pacific Ocean on the west, and from Vista
on the North to Cardiff-by-the-Sea on the south. The area is drained by Buena Vista, Agua
Hedionda, San Marcos, and Escondido Creeks. Annual precipitation varies from less than 11
363M0R.-r.DOC
I
I
I
I
I
I
E
E
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
inches near the coast to 20 inches near Lake Wohlford. It is bordered to the north, by the
watershed of San Luis Rey River and on the south, in part by that of the San Dieguito River.
The Agua Hedionda Lagoon is located approximately one mile southwest of the project. The
lagoon is routinely dredged to keep it open to the ocean. The lagoon serves as a integral part
of a electrical power plant cooling water intake system and also provides a reserve cooling
water supply. The eastern portion of the lagoon is used for water recreation.
6.2. Groundwater
Based on our site reconnaissance and review of previous reports, the depth to groundwater is
expected to occur at a depth of approximately 10 to 15 feet below the existing road grade.
The depth to groundwater may be at or near the ground surface within Aqua Hedionda
Creek. The depth to groundwater at the site may fluctuate with seasonal variations and
perched conditions may be locally present.
6.3. Surface Water
The Agua Hedionda Creek channel crosses the project. At the time of our site reconnaissance
on My 15, 1998, there was a moderate flow of water within Aqua Hedionda Creek. The
creek drains to the southwest and empties into the nearby Agua Hedionda Lagoon.
7. STATUTORY/REGULATORY BACKGROUND
The Regional Water Quality Control Board - San Diego Region (RWQCB), has developed poli-
cies, rules, and procedures, and has been granted the authority to implement and enforce the laws
and regulations requiring the control of water quality. The principal federal and state laws per-
taining to the regulation of water quality are known respectively as, the 1972 Federal Water
Pollution Control Act (also known as the Clean Water Act) and Division 7 of the 1969 California
Water Code (also known as the Porter-Cologne Water Quality Control Act). The laws are similar
in many ways. The fundamental purpose of both laws is to establish beneficial uses and to provide
363S-03R-r.DOC tyinyo
I
I
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
for their protection. An important distinction between the two is that the Porter-Cologne Water
Quality Control Act addresses both ground and surface waters while the Clean Water Act ad-
dresses surface water only.
The water quality objectives used for this study are primarily contained within the Water Quality
Control Plan (Basin Plan), San Diego Basin (9) (RWQCB September 1994). The Basin Plan
defines existing and potential beneficial uses and water quality objectives for coastal waters,
groundwaters, surface waters, imported surface waters, and reclaimed waters in the basin. The
Basin Plan also summarizes drinking water standards as specified by the California Department of
Health Services, the California Inland Surface Waters Plan (State Water Resources Control Board
1991), and Code of Federal Regulations Title 40 Part 131.
The Clean Water Act (CWA) also established the National Pollutant Discharge Elimination
System (NPDES), which requires permits for discharges of pollutants from certain point sources
into waters of the United States. Point sources are defined as "...any discernible, confined, and
discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well,
discrete fissure, container, rolling stock, concentrated animal feeding operation, landfill leachate
collection system, vessel or other floating craft from which pollutants are or may be discharged.
Point source wastes can be generated by residential, commercial, industrial, agricultural, certain
recreational and solid waste disposal activities and/or practices" (RWQCB, 1994).
In contrast, nonpoint source pollution is generally defined as "...sources which are diffuse in
nature, usually associated with man's uses of land..." (RWQCB, 1994) and are exempt from
NPDES permitting requirements. This has led to some confusion regarding regulation of point
and nonpoint sources (e.g., NPDES was designed to regulate stormwater and urban runoff, which
are nonpoint sources that become point sources).
In 1990, the United States Congress amended the Coastal Zone Management Act by adding the
Coastal Zone Act Reauthorization Amendments (CZARA). Section 6217 of CZARA established
the Coastal Nonpoint Pollution Control Program, which requires the United States Environmental
363Wt3R-T.DOC
e
i
i
i
i
i
E
E
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Protection Agency (US EPA) to develop and states to implement best management practices
(BMPs) to control nonpoint source pollution in coastal water. The definition of coastal waters in
California was expanded to include the entire state. Pursuant to Section 6217(g) of CZARA, six
major categories of nonpoint sources addressed by CZARA include agriculture, forestry, urban
areas, marinas, hydromodification projects and wetlands. Although the two programs (NPDES
and CZARA) are complementary and exclusive of each other, their implementation has led to
some confusion. In summary, the NPDES permitting program essentially regulates stormwater
and urban runoff, while virtually all other nonpoint sources are subject to the Coastal Nonpoint
Pollution Control Program under CZARA.
The CWA allows the United States Environmental Protection Agency (EPA) to delegate NPDES
permitting authority to states with approved environmental regulatory programs. California is one
of the delegated states. In 1987, the federal Water Quality Act (WQA) added Section 402(p) to
the CWA. Pursuant to Section 402(p)(4), EPA promulgated regulations for NPDES permit
applications for stormwater discharges. These federal regulations became effective on October
31, 1990. In anticipation of this final ruling, RWQCB issued Order No. 90-42, NPDES No. CA
0108758, "Waste Discharge Requirements for Stormwater and Urban Run-off from the County of
San Diego, the Incorporated Cities of San Diego County and the San Diego Unified Port
District," on July 16, 1990. Order No. 90-42 presents guideline requirements for the control of
pollutants resulting from stormwater and urban runoff from all areas named in NPDES Permit No.
CA 0108758. RWQCB Order 90-42 specifically requires co-permittees to;
"Inventory existing stormwater pollution control programs, illicit discharge detection programs,
monitoring programs and data, stormwater conveyance system maps, land use maps, and existing
laws, ordinances, and codes giving the dischargers the authority to implement and enforce storm-
water pollution control programs in their areas of jurisdiction and where necessary, promulgate
the authority to carry out all functions of the stormwater management programs."
3635-03R-r.DOC ty/nyo
E
[
C
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Specific conditions of the NPDES permit that may directly affect the planning and design re-
quirements of the proposed project are:
• Development and implementation of stormwater and receiving water monitoring programs to
evaluate discharges of pollutants from stormwater conveyance systems to waters of the
United States.
• To the maximum extent practicable, development and implementation of best management
practices to control discharges of pollutants to waters of the United States.
According to the Code of Federal Regulations Title 40, Section 122.2 (40 CFR 122.2), BMPs
mean schedules of activities, prohibitions of practices, maintenance procedures, and other man-
agement practices to prevent or reduce the pollution of waters of the United States. BMPs also
include treatment requirements, operating procedures, and practices to control site runoff, spillage
or leaks, sludge or waste disposal, or drainage from raw material storage.
In response to NPDES regulations, the California State Water Resources Control Board
(SWRCB) has issued the General Construction Activity Stormwater Permit (Permit), which was
adopted by SWRCB on August 20, 1992. In order to be in compliance with the Permit, all
projects involving 5 acres or more of soil disturbance will require NPDES permits which must
include the following:
• Notices of Intent (NOIs) - Certification to be signed by owner of the construction site.
• Stormwater Pollution Prevention Plans (SWPPPs).
• Monitoring Programs - Including inspection of prevention measures, record keeping and an-
nual certification of compliance, due July 1, 1993, and each July 1st thereafter.
• Post Construction Stormwater Management - Describing operation and maintenance of con-
trol practices including identification of funding.
The San Diego RWQCB, which receives its notification of NPDES permit issuance directly from
SWRCB, has the power of enforcement and inspection over NPDES permits and may require ad-
3635-03R-r-DOC
I
I
I
I
I
I
I
I
RECON June 4, 1998
El Carnino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
ditional reports and information. However, they typically will not receive or review copies of
SWPPPs. It is important to recognize that NPDES permits are issued separate from normal per-
mits required by local public works agencies and should not be submitted to these agencies for
additional approval. It is likely that these agencies will require copies of NPDES permit numbers
prior to approving any local grading or land development permits, similar to their requiring evi-
dence of Federal 404 or 1602 compliance.
8. BENEFICIAL WATER USES
Beneficial uses of groundwater and surface water have been established for each water body
within the San Diego County region. According to the Basin Plan, beneficial uses are defined as
the uses of water necessary for the survival or well being of man, plants and wildlife. These uses
of water serve to promote the tangible and intangible economic, social and environmental goals of
mankind. Examples include drinking, swimming, industrial and agricultural water supply, and the
support of fresh and saline aquatic habitats.
According to the Basin Plan (RWQCB, 1994), beneficial uses have been designated for specific
coastal water bodies, inland surface waters, and groundwaters. The waters potentially impacted
by the project are the surface waters of Agua Hedionda Creek and groundwater of the Agua
Hedionda Hydrologic Area.
The beneficial use designations described below are categorized as "existing" or "potential"
beneficial uses, according to the Basin Plan. In general, the designation of an existing beneficial
use has been established by demonstrating that: 1) fishing, swimming, or other uses have actually
occurred since November 28, 1975; or 2) the water quality and quantity are suitable to allow the
use to be attained.
Beneficial uses are designated as "potential" for a variety of reasons, including: 1) plans are
proposed to put the water to a future use; 2) the potential exists to put the water to a future use;
3) the public desires to put the water to future use; 4) the water is potentially suitable for
363MBR-r.DOC 10 tylnyo
E
E
I
I
I
I
RECON June 4, 1998
El Carnino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
municipal or domestic water supply under the terms of the "Sources of Drinking Water Policy"
(State Board Resolution No. 88-63); or 5) the RWQCB has designated a beneficial use as a
regional water quality goal.
Designated beneficial uses are generally, but not always, present throughout the entire reach of a
particular hydrologic unit, area, subarea, or water body. Designated beneficial uses may not be
present throughout the year. Specific beneficial uses near or below discharges will be carefully
evaluated by the RWQCB during the development of waste discharge requirements or
enforcement orders. The lack of a beneficial use listed for any given area does not rule out the
possibility of existing or future beneficial uses.
The California Water Code establishes a comprehensive program for the protection of beneficial
uses of the waters of the state. Water Code Section 13050(f) describes the beneficial uses of
surface and groundwaters that may be designated by the State or RWQCBs for protection as, but
are not necessarily limited to, domestic, municipal, agricultural and industrial supply; power
generation; recreation; aesthetic enjoyment; navigation; and preservation and enhancement offish,
wildlife, and other aquatic resources or preserves. Currently designated existing beneficial uses of
the surface water of the Agua Hedionda Creek are:
• Municipal and Domestic Supply (MUN) includes uses of water for community, military , or
individual water supply systems including, but not limited to, drinking water supply.
• Agricultural Supply (AGR) includes uses of water for farming, horticulture, or ranching in-
cluding, but not limited to , irrigation, stock watering, or support of vegetation for range
grazing.
• Industrial Service Supply (IND) includes uses of water for industrial activities that do not de-
pend primarily on water quality including, but not limited to, mining, cooling water supply,
hydraulic conveyance, gravel washing, fire protection, or oil well repressurization.
• Contact Water Recreation (REC-1) includes uses of water for recreational activities involving
body contact with water, where ingestion of water is reasonably possible. These uses include,
but are not limited to, swimming, wading, water skiing, skin and scuba diving, surfing, white
water activities, fishing, or use of natural hot springs.
3633-03R-r.DOC 11
I
1
I
I
c
c
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
• Non-Contact Water Recreation (REC-2) includes the uses of water for recreational activities
involving proximity to water, but not normally involving body contact with water so that in-
gestion of water is not reasonably possible. These uses include, but are not limited to,
picnicking, sunbathing, hiking, beachcombing, camping, boating, tidepool and marine-life
study, hunting, sightseeing, or aesthetic enjoyment in conjunction with the above activities.
• Warm Freshwater Habitat (WARM) includes uses of water that support warm water ecosys-
tems including, but not limited to, preservation or enhancement of aquatic habitats,
vegetation, fish or wildlife, including invertebrates.
• Wildlife Habitat (WILD) includes uses of water that support terrestrial ecosytems including
but not limited to, preservation of and enhancement of terrestrial habitats, vegetation, wildlife,
or wildlife water and food sources.
Currently, there are no potential beneficial uses designated for the surface waters of Agua
Hedionda Creek.
Currently designated existing beneficial uses for the groundwater of the Los Monos Hydrologic
Subarea are:
• Municipal and Domestic Supply (MUN) includes uses of water for community, military , or
individual water supply systems including, but not limited to, drinking water supply.
• Agricultural Supply (AGR) includes uses of water for farming, horticulture, or ranching in-
cluding, but not limited to, irrigation, stock watering, or support of vegetation for range
grazing.
• Industrial Service Supply (IND) includes uses of water for industrial activities that do not de-
pend primarily on water quality including, but not limited to, mining, cooling water supply,
hydraulic conveyance, gravel washing, fire protection, or oil well repressurization.
Currently, there are no potential beneficial uses designated for the groundwater of the Los Monos
Hydrologic Subarea.
8.1. Water Quality Objectives
The Porter-Cologne Water Quality Control Act (California Water Code, Division 7, Chapter
2) requires that beneficial uses and water quality objectives be established for both surface
3635-03R-r.DOC 19
I
I
E
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
and groundwaters of the state. The establishment of beneficial uses and water quality objec-
tives (or criteria) for surface water is also mandated by the federal Clean Water Act (33
U.S.C.). The California Water Code defines water quality objectives as:
The limits or levels of water quality constituents or characteristics which are established for
the reasonable protection of beneficial uses of water or the prevention of nuisance within a
specific area.
In establishing water quality objectives, the Regional Board must provide for the reasonable
protection of all beneficial uses which are designated for protection, taking into account ex-
isting water quality, environmental and economic considerations. California Water Code
Section 13241 provides that the Regional Board shall consider, but is not limited to, the fol-
lowing factors in establishing water quality objectives:
• Past, present and probable future beneficial uses of water;
• Environmental characteristics of the hydrographic unit under consideration, including the
quality of water available thereto;
• Water quality conditions that could reasonably be achieved through the coordinated
control of all factors which affect water quality in the area;
• Economic considerations;
• The need for developing housing within the region; and
• The need to develop and use recycled water.
The Basin Plan states that:
• Water Quality objectives for waters of the state must conform to the State Board Resolu-
tion No. 68-16, "Statement of Policy with Respect to Maintaining High Quality of Waters
in California." Under State Board 68-16, which applies to all waters of the State, the Re-
gional Board and State Board must have sufficient grounds to adopt findings which
demonstrate that any water quality degradation will:
o Be consistent with the maximum benefit to the people of the State;
3635-03R-r.DOC 13 ty/nyo
I
I
I
I
I
c
E
E
C
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
o Not unreasonably affect existing and potential beneficial uses of such water; and
o Not result in water quality less than described in the Basin Plan.
Resolution No. 68-16 establishes a general principle of nondegradation with flexibility to
allow some changes in water quality which is in the best interests of the State. Changes
in water quality are allowed only where it is in the public interest and beneficial uses are
not unreasonable affected.
The Federal Clean Water Act (Section 303(c)(2)(B)) established numeric criteria for a
limited number of priority toxic pollutants for inland surface waters in California, How-
ever, California is not currently in full compliance with the Clean Water Act due to the
invalidation of the Water Quality Control Plan for Inland Surface Waters of California,
and the Water Quality Control Plan for Enclosed Bays and Estuaries of California. Ac-
cording to the Basin Plan, these criteria established by the federal Clean Water Act are
still applicable to the surface waters in this region.M
• The Basin Plan's water quality objectives are numerical or narrative limits on constituents
or characteristics of water designed to protect designated beneficial uses of the water.
Water quality objectives are primarily achieved through the establishment of waste dis-
charge requirements and implementation of the Basin Plan. Numerical limits represent
the maximum level of constituents that will allow for the beneficial use to continue unim-
paired. An objective may allow for natural, or "background" levels of a constituent or
characteristic, but prohibit any increase above these levels, or may simply express an ob-
jective in terms of not adversely impacting beneficial uses (i.e., narrative limit).
Water quality objectives applying to all inland surface waters and coastal waters of San
Diego Bay are specified in Chapter 3 of the Basin Plan. Specific numerical water quality
objectives are presented by hydrologic area, subarea and watershed in Tables 3.1 and 3.2,
Chapter 3 of the Basin Plan.
9. STORMWATER RUNOFF
A growing concern of regulatory agencies and the public is that surface runoff from roadways and
urbanized areas has the potential to transport harmful pollutants, either as dissolved or paniculate
matter, to nearby sensitive receptors such as wetlands, surface water and groundwater. Pollutants
are generally classified as heavy metals (e.g., lead, copper, cadmium, iron, zinc, chromium,
manganese, nickel), oil and grease, nutrients (nitrate, nitrogen, phosphorus, phosphate) and
residue (particulates). These pollutants are derived from a number of sources such as vehicles,
unauthorized releases related to accidents, winds and fallout of air pollutants. The adverse impact
3635-03R-r.DOC 14
I
I
I
I
c
E
E
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
of these pollutants on sensitive receptors would be related to their toxicity, oxygen consuming,
biostimulation and aesthetic characteristics. The magnitude of the impact would be a function of
these characteristics as well as pollutant concentration and/or total pollutant load reaching the
receptor(s) from a single storm event (acute impact) or over a period of years (chronic impact).
In a study conducted by Kerri, et al. (1985), forecasting regression equations were developed for
estimating pollutant loads in runoff from urban highways. Data for their study were collected
from California highway sites which included Redondo Beach (1-405), Walnut Creek (1-680),
Sacramento (U.S. 50) and Placerville (U.S. 50). They recommended that proposed highway
projects having: 1) anticipated traffic volumes of at least 30,000 average daily traffic (ADT), and
2) nearby sensitive environmental receptors, should determine constituent loads for chemical
oxygen demand, filterable residue, total lead, total Kjeldahl nitrogen and total zinc from highway
surfaces. These data would then be used as an aid in evaluating the environmental impact of
surface runoff. They also recommended that studies of surface runoff quality should include
monitoring of vegetation and aquatic life so that mitigation measures can be modified to remain
compatible with facility design. Their study did not address road slope (unpaved) runoff which
may receive pollutants from adjacent land uses and regional, stationary sources via rainfall.
Their study also identified total pollutant load as a more important variable than maximum
concentration in assessing the impact of pollutants on sensitive receptors. Essentially, the
concentration of pollutants at the receptor is much more significant than maximum pollutant
concentrations at or near the roadway. Therefore, the processes affecting the pollutants during
transport (e.g., dilution, volatilization, biodegradation, photo-oxidation) need to be identified so
that planners and/or environmental specialists can calculate changes in pollutant concentrations
resulting from development.
The study made the following conclusions, which are applicable to the proposed urbanized areas
of the project site:
3635-03R-r.DOC 15
I
I
E
E
E
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
• Urban highways in California operating under normal conditions (i.e., no accidents or chemi-
cal spills) do not produce large amounts of pollutant constituents during storm runoff events.
I The findings of the research indicate that for highway segments which drain between 2 and 3
acres of completely paved areas, and had six to eight traveled lanes, the constituent loads in
runoff water were sufficiently low so that costly treatment facilities are not needed to meet
• water quality objectives.water quaty oectves.
• The following constituents exhibited a 'first flush1 pattern with relatively insignificant loads and
concentrations: sulfate, iron, chromium, copper, manganese, nickel, bicarbonate ion, carbon-
ate ion, calcium, magnesium, chloride, mercury, molybdenum, potassium, silica, and sodium.
• The number of dry days between storm events and the corresponding cumulative traffic vol-
ume before the storm were found to be not statistically significant for quantifying cumulative
constituent loads.
• After the initial pavement and gutter loads are washed off, vehicles traveling on the highway
will continue to release pollutant constituents. Pollutants will also be reaching the highway
surface from atmospheric fallout and surrounding land-use activities.
10. BEST MANAGEMENT PRACTICES
BMPs were originally developed to protect water quality by controlling erosion and sedimentation
at the source. They since have been expanded to include controlling the volume and concentra-
tion of chemical pollutants entering waters of the United States.
BMPs include such standard practices as lengthening detention periods, covering bare areas with
mulches, constructing infiltration facilities, and providing public education as to the consequences,
both legally and environmentally, of illicit discharges to stormdrains.
Two comprehensive documents addressing BMPs are the "Storm-Water Management Manual for
the Puget Sound Basin," produced by the Washington State Department of Ecology (Technical
Review Draft, 1990), and the State of California, "Stormwater Best Management Practice Hand-
books" (Preliminary Draft, 1992). In general, BMPs have been divided into two broad categories:
quality control (e.g., pollution control) and quantity control (e.g., controlling runoff volume and
peak rate).
3635-03R-T.DOC 16 tyinyo
I
I
c
c
G
E
E
C
E
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Quality control BMPs are further subdivided into source control and treatment BMPs. As the
name implies, source control BMPs are designed to prevent pollution of stormwater, while treat-
ment BMPs are used to treat other types of runoff pollution. According to these documents, the
most practical approach is to use source control BMPs as the primary system, and treatment
BMPs as the secondary system. Treatment BMPs are more effective and efficient when used to
handle pollutants that get past the source control BMPs. Quantity control BMPs are subdivided
into volume control (e.g., infiltration and retention BMPs) and those directed toward peak rate
control (e.g., detention facilities).
To maximize efficiency and minimize costs, treatment and quantity control BMPs can be designed
into a single facility. An example is the use of a wet pond, which treats storm-water by allowing
solids to settle out and promoting biological assimilation of dissolved pollutants through the use
of an extended retention period. Peak rate control is then obtained through the controlled release
of water from the pond.
In order to select, design and implement the most effective and efficient BMPs, certain parameters
have to be established. Important items to consider include identification of target pollutants,
physical and chemical characteristics of those pollutants, anticipated volumes and concentrations
of pollutants and stormwater, and any regulatory action levels (e.g., drinking water standards,
nondegradation policies).
11. WATER QUALITY
The following sections discuss point and nonpoint sources of pollution that can or have adversely
impacted water quality in the study area.
11.1. Nonpoint Sources
Although stormwater runoff is part of the natural hydrologic cycle, human activities, particu-
larly urbanization, can result in significant and problematic changes to the natural hydrology
3635-03R-r.DOC 17
i
E
E
I
I
I
I
I
E
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
of an area. Under conditions of minimal urbanization, water percolates through pervious
surfaces, in which soil filtration and biological action can attenuate, degrade or remove pol-
lutants. Urbanization converts pervious surfaces (e.g., vegetated and natural ground cover)
to impervious surfaces (e.g., rooftops, paved roads and parking areas) decreasing the infiltra-
tion capacity of the soil for both water and pollutants. The increased water accumulating in a
drainage or surface body of water may have significant, yet short term impacts both during
and after storm events. Potential impacts include property damage, disturbance of wildlife
habitat and exposure of the public to toxic chemicals and biohazards (e.g., coliform bacteria).
Impervious areas also impact (reduce) the effective recharge area of the aquifer. Diminished
recharge capacity of the aquifer results in a lowering of the groundwater table. A lowering of
the groundwater elevation may impact those dependent upon well water and may impact
vegetation.
When rain falls on and flows across roads, industrial and commercial sites and residential
neighborhoods, it picks up a multitude of pollutants. These pollutants can dissolve in the
runoff or be adsorbed onto soil particles and quickly transported by gravity flow through a
network of concrete channels and underground pipes referred to as stormdrain conveyance
systems. These systems ultimately discharge the polluted runoff, without treatment, into
creeks, rivers, estuaries, bays and oceans. Urbanization results in a dramatic increase in the
volume, velocity and pollutant load carried by stormwater runoff to receiving waters.
Pollutants typically found in urban runoff include sediment, nutrients (e.g., fertilizers), oxy-
gen-demanding substances (e.g., decaying vegetation), bacteria, viruses, heavy metals,
synthetic organics (e.g., fuels, oils, solvents, lubricants), pesticides and other toxic sub-
stances. These pollutants can severely degrade the beneficial uses of surface water and
groundwater, and threaten the health of both humans and aquatic organisms.
In addition to the pollutants contributed by stormwater or wet weather flows, dry weather
runoff can also seriously degrade the quality of the receiving water. Dry weather flows,
3635-03R-r.DOC 18 tyfnyo
E
i
c
G
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
which can be substantial, consist of flows from illicit connections and illegal discharges to the
stormwater conveyance system. Common examples of the latter are illegally disposed used
motor oil and anti-freeze.
The findings of recent studies (e.g., Nationwide Urban Runoff Program) found that the pol-
lutants and their concentrations in urban runoff are similar to those found in sewage and
industrial wastewater discharges. Locally, the closure of southern California beaches follow-
ing major storm events due to high bacteriological levels in ocean waters is a common
occurrence.
11.2. Point Sources
Documented point sources of groundwater contamination in the vicinity of the project area
were not found during the hazardous materials evaluation conducted by Ninyo & Moore pre-
sented under a separate cover dated June 4, 1998.
11.3. Water Quality Data
The groundwater that occurs in the coastal plain section of the Carlsbad Hydrologic Unit
generally is sodium chloride in character and has a concentration of total dissolved solids that
range from 500 to 5,000 parts per million. Ratings of groundwater for domestic use in the
coastal plain section of this unit range from suitable to inferior due to a high total dissolved
solid content along with high nitrates or sulfates in local areas. The ratings of groundwater
for irrigation use in the coastal plain section of this unit are marginal to inferior because of a
high electrical conductivity and high chloride.
Ninyo & Moore requested available groundwater and surface water quality data from the
following agencies: California Department of Water Resources, County of San Diego De-
partment of Environmental Health, Regional Water Quality Control Board - San Diego
3635-03R-r.DOC tylnyo
i
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Region, State Water Quality Information System, and the United States Geological Survey.
The responses from the regulatory agencies and available data are included in Appendix A.
12. SIGNIFICANCE OF IMPACTS DETERMINATION
The City of Carlsbad Department of Planning does not have a criteria for significance determina-
tion guideline. The following criteria for significance determination were obtained from the
document entitled "City of San Diego Planning Department, Environmental Analysis Section,
Significance Determination Guidelines, under the California Environmental Quality Act" dated
January 1991 (revised January 1994).
12.1. Hydrology
The criteria for determining significant impacts to hydrology include the following:
» If the project would impose flood hazards on other properties.
• If the project would result in increased runoff.
• If the project would result in modification of existing drainage patterns.
• If the project would result in extraction of water from an aquifer.
12.2. Water Quality
The criteria for determining significant impacts to water quality include the following:
• If the project would result in pollution or contamination.
• If the project would result in erosion and subsequent sedimentation of water bodies.
13. ENVIRONMENTAL IMPACTS
I Based on our understanding of the proposed project and the information presented in this report,
the following statements are offered regarding potential significant environmental impacts to hy-
• drology and water quality related to the proposed project.
i
i
i
F
i
i
i 363S-03R-t.DOC 20 tyfnyo
C
p
I
•
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
13.1. Hydrology
The proposed project, located in a partially developed residential and agricultural area, does
not have the potential to impose flood hazards on other properties.
The project will increase the ratio of pervious to impervious area and potentially increase the
amount of surface water runoff However, this potential is mitigatable to a level below sig-
nificance.
The project will not modify the existing drainage pattern.
It is our understanding that construction dewatering is not anticipated. If conducted, con-
struction dewatering would withdraw water from the shallow aquifer or the creek. However,
due to the temporary nature of the withdrawal of groundwater, it is not anticipated that con-
struction dewatering, if conducted properly (see following dewatering discussion), would
result in any significant short-term or long-term, irreversible adverse impacts to the aquifer or
the creek.
13.2. Water Quality
It is not anticipated that the use, generation, storage or disposal of hazardous or potentially
hazardous materials will be associated with the proposed project. Therefore, it is not antici-
pated that the proposed project would result in a significant short-term or long-term,
irreversible, adverse impact to shallow groundwater or the Agua Hedionda Creek. It should
be noted that an active 16-inch diameter refined petroleum product pipeline is located in the
project.
It is anticipated that hazardous, or potentially hazardous materials will temporarily be used
and stored at the site during construction phase of the project. Temporary use and storage of
hazardous materials at the site have the potential to impact shallow groundwater and Agua
E 3635-03R-r.DOC 21
I
c
c
£
I
I
I
I
I
I
I
C
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Hedionda Creek. However, the potential to impact the surface waters and shallow ground-
water is mitigatable to a level below significance.
Proposed grading activities at the project site may temporarily increase the potential for ero-
sion and discharging of sediment into the Agua Hedionda Creek during construction.
However, the potential to impact the surface waters of Agua Hedionda Creek is mitigatable
to a level below significance.
14. MITIGATION MEASURES
The following sections discuss possible mitigation measures regarding the significant mitigatable
impacts presented in Section 13 of this report.
14.1. Hydrology
The project will not impose flood hazards on other properties, therefore, mitigation measures
are not required.
The potential for the increase in surface water runoff" can be mitigated to a less than signifi-
cant impact by proper engineering and design of surface drainage.
The project will not modify the existing stream drainage pattern, therefore, mitigation meas-
ures are not required.
Construction dewatering is not anticipated for the project. If temporary construction dewa-
tering occurs at the site, and the effluent is discharged to the surface waters, then the
discharge shall meet the effluent limits specified by the RWQCB (Order No. 96-41 / NPDES
CAG919002).
If the effluent is discharged to the City of Carlsbad sewer system, then the effluent shall meet
the discharge requirements of the City. Depending on water quality and existing environ-
mental concerns (e.g., nearby groundwater contamination that may be influenced by
3635-03R-r.DOC 22 Ninuoty/ny
i
E
C
E
I
I
I
1
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
dewatering activities), the effluent may require treatment (e.g., oil/water separation, desilta-
tion, activated carbon treatment) prior to discharge to the surface waters or sewer system to
meet either NPDES of City discharge requirements. Discharge of the dewatering effluent to
the sewer system reduces the potential impact to adjacent receiving waters; however, the City
may not consider this a preferred alternative because it is not an efficient use of the sewer
system. It is not anticipated that project-related temporary construction dewatering will have
a significant, irreversible, short-term or long-term adverse impact on water quality provided
that either NPDES or the City's requirements regarding construction dewatering are followed
during the planning, construction and maintenance phases of the project.
14.2. Water Quality
Hazardous or potentially hazardous materials (e.g., cement, lubricants, solvents, fuels, other
refined petroleum hydrocarbon products, wash water) that are used or generated during the
construction of the project should be handled, stored, used and disposed of in accordance
with NPDES permitting requirements and applicable federal, state, and local laws and regu-
lations. BMPs include preparation and implementation of a hazardous substance spill
prevention/contingency plan (including material safety data sheets); providing adequate
worker training and education; minimizing the volume of hazardous or potentially hazardous
materials stored at the project at any one time; provide secured storage areas for compatible
materials, with adequate spill containment; label containers; and keep records, manifests and
other tracking information up to date.
It is not anticipated that project-related hazardous or potentially hazardous materials will
have a significant, irreversible, short-term or long-term adverse impact on water quality pro-
vided that Caltrans Standard Specifications, NPDES permit, City of Carlsbad grading
ordinances and other relevant construction practices and codes are followed during the plan-
ning, construction and maintenance phases of the project.
E 3635-03R-r.DOC 23 Ninyo
E
E
E
C
C
C
I
I
I
I
I
I
I
I
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
Any project where more than 5 acres will be graded will be subject to the provisions of the
California NPDES general permit. Note that construction activity resulting in soil distur-
bances of less than 5 acres also requires a permit if the construction activity is part of a larger
common plan of development or sale. Construction activities are covered by Order Number
92-08-DWQ General Permit Number CAS 000002. Regulations set forth in the NPDES per-
mit are enforceable by the RWQCB and local municipality. General permit conditions address
notifications, prohibitions, effluent limitations, preparation and implementation of a storm-
water pollution prevention plan (SWPPP), and monitoring program and record keeping
requirements. The SWPPP addresses such topics as schedule; source identification; erosion
and sediment control; non-stormwater management; post-construction stormwater manage-
ment; waste management and disposal; maintenance, inspection and repair; and training. It is
not anticipated that project-related erosion and sedimentation will have a significant, irre-
versible, short-term or long-term adverse impact on water quality provided that Caltrans
Standard Specifications, NPDES permit, City of Carlsbad grading ordinances and other rele-
vant construction practices and codes are followed during the planning, construction and
maintenance phases of the project.
15. LIMITATIONS
The environmental services described in this report have been conducted in general accordance
with current regulatory guidelines and the standard-of-care exercised by environmental consult-
ants performing similar work in the project area. No other warranty, expressed or implied, is made
regarding the professional opinions presented in this report.
This document is intended to be used only in its entirety. No portion of the document, by itself, is
designed to completely represent any aspect of the project described herein. Ninyo & Moore
should be contacted if the reader requires any additional information or has questions regarding
the content, interpretations presented, or completeness of this document.
3635-03R-r.DOC 24
RECON
El Camino Real Road Widening Project, Carlsbad
June 4, 1998
(Revised)
Project No. 103635-03
E
E
I
C
E
C
E
I
I
I
I
I
I
I
Our conclusions, recommendations and opinions are based on an analysis of the observed site
conditions and the referenced literature. It should be understood that the conditions of a site can
change with time as a result of natural processes or the activities of man at the subject site or
nearby sites. In addition, changes to the applicable laws, regulations, codes, and standards of
practice may occur due to government action or the broadening of knowledge. The findings of
this report may, therefore, be invalidated over time, in part or in whole, by changes over which
Ninyo & Moore has no control.
This report is intended exclusively for use by the client. Any use or reuse of the findings, conclu-
sions and/or recommendations of this report by parties other than the client is undertaken at said
parties' sole risk.
16. PREPARERS OF REPORT
Peter D. Clark, REA 2984
Project Environmental Geologist
Stephan A. Beck, RG 4375, CEG 1512
Manager, Environmental Sciences Division
17. AGENCIES, ORGANIZATIONS, PERSONS CONTACTED
California Department of Water Resources
Mr. Ed Low, Mr. Feroze Kanga
San Diego County Department of Environmental Health
Mr. Kevin Heaton
San Diego County Department of Land Use
Mr. Larry Newcomb
Sand Diego Regional Water Quality Control Board
Ms. Whitney Ghoram, Ms. Rebecca Strewart
State Water Quality Information System
Ms. Suzanne Lowell
The United State Geological Survey
Ms. Julia Huff
3635-03R-r.DOC 25
I
I
I
I
c
E
I
I
I
I
I
I
E
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
18. REFERENCES
APWA Stormwater Task Force, 1992, Overview of the NPDES General Industrial Stormwater
Permit, Final Draft: dated March 11.
California Department of Water Resources, 1967, Ground Water Occurrence and Quality:' San
Diego Region, Bulletin No. 106-2, Volume I: dated June.
California Department of Water Resources, 1975, California's Ground Water, Department of Wa-
ter Resources Bulletin No. 118: dated September 1975.
California Regional Water Quality Control Board, San Diego Region, 1990, Order No. 90-42,
NPDES Permit No. CA 0108758, Waste Discharge Requirements for Stormwater and Ur-
ban Runoff from the County of San Diego and the Incorporated Cities of San Diego
County and the San Diego Unified Port District.
California Regional Water Quality Control Board, San Diego Region, 1991, Stormwater Dis-
charge Permits: dated October 11.
California Regional Water Quality Control Board, San Diego Region, 1994, San Diego Basin (9),
Water Quality Control Plan Report, San Diego Basin (9), Final Draft: dated September 8.
California Storm Water Best Management Practice Handbooks, 1993, Industrial/Commercial Best
Management Practices Handbook, Volume 2: dated March.
City of San Diego, Planning Department, Environmental Analysis Section, 1991, Significance
Determination Guidelines Under the California Environmental Act, January. Revised Janu-
ary 1994.
Flynn, Patrick F., Jr., Jennifer W Tierney, Leigh T. Johnson, and Dr. Valerie J. Mellano, 1992,
Federal, State and Local Water Quality Requirements Pertinent to Agriculture and Non-
point Source Pollution with Special Reference to San Diego County, California: dated
September.
Governor's Office of Planning and Research, 1991, California Permit Handbook: dated April.
Kern, Kenneth D., Racin, James A. and Howell, Richard B., California State University, Sacra-
mento, 1985, Forecasting Pollutant Loads from Highway Run-off: dated January.
Marshack, J.B., 1993, A Compilation of Water Quality Goals, Staff Report of the California Re-
gional Water Quality Control Board, Central Valley Region: dated May.
Ninyo & Moore, 1998, Proposal for Geotechnical Services, El Camino Real Widening, Carlsbad,
California: dated January 13.
3635-03R-r.DOC 26
E
I
I
I
I
I
C
C
I
I
I
I
E
RECON June 4, 1998
El Camino Real Road Widening Project, Carlsbad (Revised)
Project No. 103635-03
State of California, 1992, Stormwater Best Management Practice Handbooks, Preliminary Draft:
dated September.
State of California, Department of Transportation, 1992, Standard Specifications: dated July.
State of California, Department of Transportation, Division of New Technology, Materials, and
Research, 1992, Storm Water Pollution Prevention Handbook, First Edition: dated Octo-
ber.
State of California, Department of Transportation, Division of New Technology and Research,
Office of Transportation Laboratory, 1989, Comparison of Estimated Run-off Pollutant
Loads Calculated by Three Models: dated June.
State of California, Department of Transportation, Division of Project Development, 1989, Envi-
ronmental Handbook, Volume I, Environmental Procedures and Documents: dated
February.
State of California, Regional Water Quality Control Board, San Diego Region, 1990, Solid Waste
Disposal Sites-San Diego County, Solid Waste Assessment Test (SWAT) Programs, July.
State of California, Regional Water Quality Control Board, San Diego Region, 1994, Water
Quality Control Plan for the San Diego Basin (9), September 8. Amended October 13.
State Water Resources Control Board, 1991, California Inland Surface Waters Plan, Water Qual-
ity Control Plan for Inland Surface Waters of California: dated April 11.
State Water Resources Control Board, 1992, Order No. 92-08-DWQ, National Pollutant Dis-
charge Elimination System (NPDES) General Permit No. CAS000002: dated August 20.
State Water Resources Control Board, Division of Water Quality, 1989, Development of Water
Quality Criteria for Setting Statewide Water Quality Objectives for Inclusion in Statewide
Water Quality Control Plans, Staff Report: dated October.
U.S. Department of Commerce, National Oceanic and Atmospheric Administration, and U.S. En-
vironmental Protection Agency, Office of Water, 1991, Coastal Nonpoint Pollution
Control Program, Program Development and Guidance: dated October.
U.S. Department of Transportation, Federal Highway Administration, 1987, Effects of Highway
Run-off on Receiving Waters, Report No. FHWA/RD-84/062 through 066, Volumes I
through V: dated June.
U.S. Department of Transportation, Federal Highway Administration, 1987, Guidance for Pre-
paring and Processing Environmental and Section 4(F) Documents, FHWA Technical
Advisory T 6640.8A: dated October.
3635-03R-r.DOC 27
REFERENCE: 1997 Thomas Guide for San Diego County, Street Guide and Directory
0 2400 4800
Approximate Scale in Feet
NORTH
Moore
r SITE LOCATION MAP ^
EL CAMINO REAL ROAD WIDENING
STATION 441+00 453+00
I CARLSBAD. CALIFORNIA ,
f PROJECT NO.
^ 103635-03
DATE ^\ ( FtGURE ^\
6/98 JL 1 J
2000 0 2000 4000
Approximate Scale in Feet
^REFERENCE: U.S.G.S., SAN LUIS REY QUADRANGLE, 7.5 MINUTE SERIES (TOPOGRAPHIC) MAP, DATED 1955, REVISED 1971.
N
A
r
TOPOGRAPHIC MAP
EL CAMINO REAL ROAD WIDENING
STATION 441 +00 TO 453+00
CARLSBAD, CALIFORNIA
PROJECT NO.
103635-03
DATE
6/98 X FIGURE A
2 J
APPENDIX
A
Request for groundwater & surface water data-Carlsbad
Subject: Request for groundwater & surface water data-Carlsbad
Date: Mon, 18 May 1998 12:37:40 -0700
From: David Bloom <dbloom@ninyoandmoore.com>
Organization: Ninyo & Moore - San Diego
To: Julia Huff <jahuff@usgs.gov>
C
Dear Ms. Huff,
Thank you for finding what information was available for the Escondido
site. We have another project. Our site is located in Carlsbad,
California. As with the Escondido site, we are inter-ested in surface
water and groundwater information {well information), including water
elevation, water chemistry (general chemistry, organic contaminants,
etc.), well construction de-tails, etc. for the following location:
Point Name Longitude Latitude
SE
NE
NW
SW
Thank you,
David Bloom, Ninyo & Moore
10225 Barnes Canyon Road, Suite A-112, San Diego, CA 92121
619/457-0400 ext. 260
dbloom@ninyoandmoore.com
DDDmmss
1171622
1171619
1171928
1171924
DDmmss
3?0819
331050
331050
3J0819
C
C
C
C
I
I
I
I
I
I
of 1 5/18/98 12:38 PM
Re: Request for groundwater & surface water data-Carlsbad
E
I
[
E
C
E
I
I
I
I
I
Subject: Re: Request for groundwater & surface water data-Carlsbad
Date: Mon, 18 May 1998 20:49:05 GMT
From: "Julia A Huff, Technical Information Spec., San Diego, CA "<jahuff@w204pcasnd.wr.usgs.go
To: dbloom@ninyoandmoore.com,
"Julia A Huff, Technical Information Spec., San Diego, CA "<jahuff@w204pcasnd.wr.usgs.go
As I suspected, no sites in our data base for that polygon. You may want
to try Carlsbad Municipal Water District for old data.
julia huff, usgs, san diego
> From ctbloom@ninyoandmoore.cojn Mon May 18 19:34:56 1998
> Received: from igsrsparcl.er.usgs.GOV (usgs.gov [130.11.48.89]) by slOlpcasnd.wr.u
> deceived: from barley.adnc.com (b3rley.adnc.com [205.216.138.31]) by igsrsparcl.er
> Received: from ninyoandmoore.com by barley.adnc.com (SMI-8.6/SVRMailer ADN 1/96)
> id MAA22160; Mon, 18 May 1998 12:34:49 -0700
> Message-ID: O5608E03.9B227F42@ninyoandmoore.com>
> Date: Mon, 18 May 1998 12:37:40 -0700
> From: David Bloom <dbloom@ninyoandmoore.com>
> Organization: Ninyo & Moore - San Diego
> X-Mailer: Mozilla 4.04 [en] (Win95; I)
> MIME-Version: 1.0
> To: Julia Huff <jahuff@sl01pcasnd.wr.usgs.gov>
> Subject: Request for groundwater & surface water data-Carlsbad
> Content-Type: text/plain; charset=us-ascii
> Content-Transfer-Encoding: 7bit
> Status: RO
>
> Dear Ms. Huff,
> Thank you for finding what information was available for the Escondido
> site. We have another project. Our site is located in Carlsjbad,
> California. As with the Escondido site, we are inter-ested in surface
> water and groundwater information (well information), including water
> elevation, water chemistry (general chemistry, organic contaminants,
> etc.), well construction de-tails, etc. for the following location:
> Point Name Longitude Latitude
> DDDmmss DDmmss
> SE 1171622 310819
> NE 1171619 331050
> NW 1171928 331050
> SW 1171924 3}0819
> Thank you,
> David Bloom, Ninyo & Moore
> 10225 Barnes Canyon Road, Suite A-112, San Diego, CA 92121
> 619/457-0400 ext. 260
> dbloom@ninyoandmoore.com
of I 5/18/98 2:19 PM
Transmittal
I
I
I
E
t
C
L
i
I
I
I
I
For Approval ijFor Your Use
Original Document j^Will Not Follow D Will Follow
M E:
Mul
S ul
frplease Reply
D By U.S. Mail
D As Requested
D By Other
La
tniC.1V
t it
11 2-8
IP M*vi
CGKJ
ty/nyo 10225 Barnes Canyon Road, Suite A-112, San Diego, CA 92121
Phone (819) 457-0400; Fax (619) 558-1236
9 m
9-
•»JC_
SB
^iS^e!
L-rv--^i \
V
'-/
»
'^
{ J
FT
4t\^
,^-T\\ ^V*I/
^.^
lri''•<•'
I&
'3$*&:S'r7:
b^s^h .^
^
*•*•«;"«
X EtiCINITAS 6 Ml.
SAN DIEGO 32 MI.
%1
RETRIEVAL PROGRAM
PGM*ALLPARM
IH1S PROGRAM PRINTS ACTUAL SAMPLE VALUES FOR ALL ?ARAH£T£RS :!
'2
7 NO BEGINNING DATE WAS REQUESTED — • STORET ASSUMED THE BEGINNING DATE WAS THAT OF THE OLDEST DATA VALUE FOUND ^
*_ NU ENDING DATb WAS REQUESTED — STOftET ASSUMED THE ENDING DATE -JA§ THAT
5
6
OF THE MOST RECENT DATA VALUt FOUND f
T
7 STATION SELECTION WAS BY: *
7 ' i
LATITUDE/LONSITUDE COORDINATES OR AREA SURROJNOING A SPECIFIED COORDINATE TF
10
« STATIONS SELECTED WERE RESTRICTED TO:
» AGENCIES WHOSE DATA HAS NOT BEEN 'RETIRED'
IS
16
2 CONTACTS FOR AGENCY CODES RETRIEVED:
IB
AGENCY PRIMARY CONTACT NAME ORGANIZATION
2. 21CAL-4 LOWELL/ SUZANNE CA WATER RES CONTROL BRD
u 21CAL-2 LOWELL/ SUZANNE CA WATER RES CONTROL BRD
13
U
;S JAIA SPECIFICATIONS:
w
a **NOTE**'
29 HO REMARK CODE RESTRICTIONS WERE SPECIFIED - COMPUTATIONS WILL
» BE PERFORMED WITHOUT REGARD TO DATA REMAR<5
3D
15
islT9
2C
I-
is
PHONE NUHBER<S) K
(916)657-1830 >
(916)657-1830 230
31
3!
33
33
36
57
36
is
31 •• . 41
i7 )ATA RESTRICTIONS: • •. ' . S
33 •'-''• - «
37 NO DEPTH INDICATOR RESTRICTIONS WERE SPECIFIED - COMPUTATIONS HILL
3e BE PERFORMED WITHOUT REGARD TO DEPTH INDICATORS
IS
i
47
"S
37 *»
x **NOTE** 2
39 NO GUB/COMPOSITE RESTRICTIONS WERE UTILIZED/ SO BOTH GRAB AND COMPOSITE SAMPLE TYPES MAY HAVE ^
^ BEEN INCLUDED -.COMPUTATIONS WILL SE PERFORMED WITHOUT REGARD TO SAMPLE TYPE H
— M
« **NOTE** B
N3 COMPOSITE SAMPLE RESTRICTIONS JEftE SPECIFIED - COMPUTATIONS WILL INCLUDE STATISTICAL FEATURES OF !I
THE COMPOSITING PROCESS/ PRODUCING VALID RESULTS ONLY WHEN SOPHISTICATED COMPOSITES ARE NOT ENCOUNTERED. £
SPECIFY COMPOSITE HANDLING KEYWORDS "ANC" AND/OR "OS HOC" IF NEEDED »
44
47
4B
a
50
57 ***** END OF SUMMARY SECTION* *****
S3
55
56
B1
a
a
64
u
17
SB
7C
71
n
73
7!
•»
•
•
•
•
•
4»
•
•
9
9
9
3
rfy rfMn juBsi §•
4U <U
JW 4>i/r
2
3
5
«
T
7
9
;o
E«a
15
1
IB
19
K>
It
12
13
t
Pn"
t29
30
31
3!
33
3'
35
36
37
38
'0
-2
a
=s
50
5'
4W 4U.
rfW UM
rfU UU 4<jw wuuj JM
rfU UU UW rftf
rfUWU UUriU.
JUJ Urftf
rfW 4U
JJJJJJJJJJJJJJJJJJJJ;JjJJJJ-JJJJJJJJ JJi
Jd JJ
JJJJJJJJ:JJ JJJJ
,ppppppppps
?ppppppppppp»p >p
*f r*P>p ?ppppppppppppp
s'i'c t-KKff rr*
>P
>P
- P
>P
>P
PPPPPD&OD
DO DP
PP OP
£>£> PP
DO DD.
PP DP
PP. PO
PP DO
DD DP
DPDPPPDbPP
PPOPDPDDt)
oooooooooo
000000000000
00 00
00 00
00 00
DQ 00
00 00oo: oo
33. 00
00 00
930000000000:oooooooooo
RRRRRRftftftftR
RRRRRRRRRRRR
RR RR
KK KR
RR RR
RRRRRRRRRRRR
RRKRRRRRRRR
RR RR
RR RR
KK KK
RR RR
RR RR
MM .IN•IN ••mnl
HMHM MMMM
MM M NM HH
MM NHnH HM
MM MH JIM
MN HM
MM X*
MM MM:
HM MM
MM NM
MM* MM
BB33B8BBBB3
BBB3B8333B33
S3 33
3B 33
38 BB
8BB3B3BB3B
BBB3BB3B3B
BB B3
SS 36
33 33
BBB3BBBBBB3B
SBBBBBBBBBS
II1IIIIIIIiiimini.ii-
XIiiiiiiII
iiiiiiiiiiimiiimini
****************************************
** AGENCf CODE: X/
** ATTENTION: ????
k *
** FORM TYPE: DC61
*'* DATASET NAME: S.PRINTI
*.*
**
*.* PRINTED;.08.28.35 27 MAY 98
BSaSS&titlBtt
P??|83S^^8
86 83
38 88
89 88
88888888
88338888
88 88
88 88
38 88
888888888888
8888888888
11
111
1111
11
11
11
11
11
11
13
1111111111
1111111111
HH HN
NNN NN
NNNN NN
NN NN NN
NN NN NN
NN. NN NN
NN NN NN-
NN NN NN
NN NNNN
NN NNN
NN NN
NN N
yyyyy^yyv?
r""l99?5P^I
99 99
99 99
99 99
9999999999?9
999999999999
99
99
99 ?9
999999999999
999999999?'
2222222222
2222222222Z2
22 22
22
22
22
22
22
22
22^
222Z222222Z2
22222222Z22Z
TTTTTTTTTTff
TTTTTTTTTTTT
TT
TT
TTTT:
TT
TT
TT
TT
TT
TT
STEPHEN p. TfiM-E DATA CENTER
USER CODE: HIPP
JOB ORIGIN:NCCIBM1
— —
444
4444
44 44
44 44
44 44
44444444444
444444444444
44
44
44
44
44
IIIIIIIIII
IIIIIIIIII
II
II
II
II
II
II
II
II
IIIIIIIIII
IIIIIIIIII.
^^IH BHH M^H n IF*I n mi
A
• 2
3
5
»
T
«
It. ' it
ii
13
8838838888 9999999999 7.
883388883888 999999999999 u
88 33 99
88 86 99
86 88 9?
99 2
99 -' ' ie99 »
83888888 999999999999 ii
88368888 999999999999 ~
88 88 99 T.
88 88 99 £
88 83 99 99 P
888388838833 999999999999 £
3888888883 9999999999 »y
!1
32
w
• 5
K
M
37
31£
40
41
4i
43
44
45
4C
47
ie
•>
X
it
i!
************************************** 53
ACCT: A304ST ** . |
** 5
** .S7
*» ^59
** W
** e>
** H
«3** ^
************************************************************************************************************** «
w
ii
«
£2~
771
ii\-fi
M
n
71
7J
73
71
7!
75
STDRET RETRIEVAL KATE 98/05/37 °GM=ALLPARM PAGE:
3T5RET RETRIEVAL DATE 98/05/27
*
:
~
3
f
e
7
e
10
n
12
E
1G
17
18
19
20
21
22
23
25
25
27
10
31
32
33
M
35
37
38
w
SO
43
4«
47
49
49
M
5'
52
n
M
55
56
'TYPA/AHBNT/STREAM
INITIAL DATE
INITIAL TIME
MEDIUH
DEPTH-FTCSMK),
00095 CNDJCTVY AT 25C
J0530 RESIDUE TOT NFLT
00535 RESIDUE VOL NFLT
00545 RESIDUE SETTLBLE
00605 DUG N N
00608 NH3+NH4- N DISS
00613 NQ2-N DISS
00618 N3J-N DISS
00650 T P04 P04
00660 OR F HOP 04 P0470300 RESIDUE oiss-180
74069 STREAM FLOW EST
32079, TURBIDTY LAB
34096 SEtf MOM- PLANKALG
34098 COLOR N- PLANKALG
INITIAL DATE
INITIAL TIME
MEDIU1
DEPTH-FT(SMK)
30095 CN&UCTVY AT 25C
00530 RESIDUE TOT NFLT
J0535 RESIDUE VOL NFLT
00545 RESIDUE SETTLBLE
00605 ORS N N
JU6UB NHi+NHt-. N DISS
00613 N02-N DISS
00618 N33-N DISS
JU65U F P04 P04
00660 ORTHOP04 P04
70300 RESIDUE DISS-180
/40&V STREAM FLOU EST
32079 TUR3IDTY LAB
34096 SEV NOM- PLANKALG
ISABPLk CONTINUED ON NEXT
MICROMHO
M3/L
MG/L
ML/L
MG/Li
HG/L
MS/L
MG/L
MS/L
MG/L
C MG/L
CFS
NTU
CODE
CODE
MICROMHO
MG/L
MS/Ll
ML/L
MG/L
HG/L
MS/L
MG/L
MS/L
MG/L
C MG/L.
CFS
NTU
CODE
PAGE)
PGM*ALLPARM
79/01/25
1315
WATER
1
2580:
30
3
.1
.650
.100
.314
3.50
.79
.32
1584
5-PO
22.0
79/05/21
1315
WATER
2820
9
3
.780.050
.028
3.40
.32
.111596
1.50
2.7
3
7?/02/22
1315
WATER
1
1900
54
10
.1
1.200
.163
.041
3.80
.95
.72
834
5.00
165.0
0
79/06/13
1315
WATER
1
2690
7
-8
.780.060
.039
1.60
.33
.14
1586
1.0
33 08 57.0 117 17 47.0 2
A3UA HcDIONDA CREEK AT EL CAMINO REAL
06073 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
21CAL-4 840334
0300 FEET DEPTH
79/32/28 79/03/13
1315 1315
WATER WATER
1 1
2180 2600
13 24
2 4
-670 .550
.020 .160:
.023 .034
4.40 3.60
.41 .19
.19 .11
1494
3.50
6.6 1.6
0 0
79/06/27. 79/07/26
1315 1315
WATER WATER
1 1
2810 2520
.850 .580-
.000 .140
.022^ -004
.46 .15
.23 .05
.20 .00
1632
.50
1.3
PAGE
BRIDGE
: 1
SAN DIEGO
140300
REGION
HO
79/03/22
1315
WATER
1
1710
89
6
.1K
.210
.170
.027
3.20
1.10
.77
956
3.50
52.0
0
79/08/27
1315
WATER.
1
2520
9
1
.1K
.700
.060
.002
.18
.01.
.01
1504
3.2
1 8073303
79/03/29
1315
WATER
1
1620
80
9
.IK
1.200
.100
.050
2.30
.66
.66
1136
2.33
70.0
0
79/09/19
1315
WATER
1
2650
4
IlK
.600
.050
.002
.23
.07.
.00
1528
1.4
79/34/12
1315
WATER
1-
2950
8
.4
.700
.000
.023
4.70
.21
.21
1440
2.00
5.5
79/10/22
1315
WATER
1
2460
10
2
-1K
.400
.130
.011
1.40
.27
.18
1460
11.0
79/04/19
1315
WATER
1
2490
1
.IK
.450
.020
.023
4.40
.15
.13
1504
1.50
2.7
2
2
79/11/28
1315
WATER
1
2650
9
.9
.590
.130
.004
2.90
.03
.08
.9
3
J
79/05/10 £
1315 7
WATER -
1 %
2810 «
I I
.670 5
.300 *
.018 =
3.00- 2
.22 37
.22 5
1484 =
U70 =
2.2 Z
2 =
79/12/E7 il
1315 ••• 3
WATER =
1 2
2590 5
2 «
"1 ic ^
1,000 £
-150 . £
.305 %
3.10 =•if- =.04 5
1410 S
12-0 1
^ —
K
(7
m
7C
71
• 73
7!
RET RETSIEVAL DATE 98/05/^7 ^^ ^^= ALLPARH
tH-A
• 33 08 57.0 117 17 47.0 2
A5UA KEDIOUDA CREE< AT EL
*
*
*
*
*
*
f.
3
5
6
7
B
9
10
U
15
16
17
IB
19
20
SI
23
2'
25
26
2B
29
30
31
33
36
17
39
il
~
~
mPA/A*BNT/STREAM
06073 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
2UAL-4 340834
0300 FEET; DEPTH
CAMINO REAL BRIDGE
SAN DIEGO
H0803
REGION
HO 18070303
m. - m K^B
7
VT
V
TT
iw
(SAMPLE CONTINUED FROM PREVIOUS PAGE)
INITIAL DATE
INITIAL TIME
MEDIU1
DEPTH-fTCSMK)
54098 COLOR N-. PLANKALG
INITIAL DATE
INITIAL TIME
MEDIU1
DEPTHrFT(SHK)
30095 CNSUCTVY AT Z5C
30530 RESIDUE TOT NFLT
30535 RESIDUE VOL NFLT
30545 RESIDUE SETTL3LE
30605 ORS N N
00608 NH3+NH4- N DISS
00613 N32-N DISS
30618 N03-N DISS
30650 T P04 P04
30660 ORTHOP04 P04
70300 RESIDUE DISS-180
7406? STREAM FLOW EST
32079 TURSlbTY. LAB
34096 SElf NON-. PLANKALG
34098 COLOR N- PLANKALG
INITIAL DATE
INITIAL. TIME
MEDIUM
DEPTH-FT(SMK)
30095 CN9UCTVY AT 25C
30310 30D 5 DAY
30530 RESIDUE TOT NFLT
30S35 RESIDUE VOL NFLT
3US45 RESIDUE SETTLBLE
30605 OSS N N
30608 NH3+NH4- N' DISS
J0613 N32-N DtSS
"JM 30618 N33-N DISS
7] 30650 T P04 P04
K\ 00660 ORTHOP"04 P04
^ (SAMPLE CONTINUED ON NEXT
77
CODE
MICROMHO
MS/L
MG/L
ML/L
MS/L
MB/L:
MG/L
MS/L
MS/L
MS/L
C NG/L
CFS
NTU
CODE
CODE
MICROMHO
MS/L
M3/L
M3/L
ML/L
MS/L
MS/L
M3/L
M3/L
MG/L
M3/L
PAGE)
79/05/21
1315
MATER
1
2
80/01/09
1315
WATER
1
1370
167
21
.2
1.100
.320
.011
.74
.96
.92
656
4.00
123.0
0
80/11/18
1315
MATER
1
250
.8
8
2
.IK
.940
.160
.000
5.20
.16
.11
79/06/13
1315
WATER
1
83/01/29
1315
WATER
1.
760
2188
252
.IK
3.600
.640
.070
4.10
1.30
1.30
568
?40.0
81/01/12
1315
WATER
1;
2120
.590
.260
.010
4.10
.12
.12
79/36/27 79/07/26
1315 1315
MATER. WATER.
V 1
BO/32/20 80/04/11
1315 1315
MATER WATER
1 1
860 2633
568 45
51 5
1 .1.
2.100; 1.100
1.000 .130
.071 .039
4.20 7.03
1.30 .66
1.30 .49
564 1434
240.0 23. D
3 0
31/32/19 81/03/19
1315 1315
rfATER WATER
1. 1
2670 2333
2.3
25 13
3 4
.1K .IK
.100 .700
.100 .250-
.036 .008
3.00 1.30
.16 .11
.16 .39
79/03/27
1315
MATER
1
80/06/26
1315
WATER
1
2660
5-
.4
-IK
1.600
.180
.028
4.20
.24
.17
1540
1.50
2.2
3
2
81/04/28
1315
WATEft
1
2660
3.6
16
4
• 1K
.330
.290
.342
1.20
.27
.09
79/09/19
1315
WATER
: 1
80/07/22
1315
WATER
1
2043
3
.1
: -1K
1.000
.400
.024
.16
.17
.17
1412
.9
81/05/28
1315
HATER
1
2193
2.5
35
5
,2
.930
.173
.020
1.40
.43
.18
79/10/22
1315
WATER
1
8Q/08/2D
1315
WATER
1
2440
8
.8
.770
.290
2.20
1540
1.00
5.5
81/06/24
1315
MATER
1
2240
IB
0
.4
1.200
.280
.017
.55
.30
.30
79/11/23
1315
WATER
1
2
80/09/17
1315
WATER
1
2403
3
-5
,1K
.970
.370
.000
2,53.14
.00
1723
1,50
.7
81/07/15
1315
WATER
1
2420
79
9
.4
1.400
.040
.020
.72
.40
.27
IS
1315. I
MATER . 5
1 *
3 |
1315 - . 2
WATER *7
1 , 5i
2530 29 ii
.360 I
.120 3*
.000 ^
4-20 5
.18 3?
1652 5
1.00' «
0 1
31/03/12- IT
1315 5
WATER S
2500 5
57
15 1
2 io"
61
1.000 s
.370 5
.329: $
.19 ~
.19 «
7;
73
'C
"5
JT3RET RET'IEVAL DATE 93/05/27 PAG=:
3T3RET RETRIEVAL DATE 93/05/27 PGM*ALLPARN PAGE
*
•
•
•
•
»
•
•
fc
3
S
G
7
9
9
10
12
13
IE
17
IB
19
20
J1
22
13
2<
IS
se
17
M
29
30
31
12
33
34
35
3«
37
3B
39
40
41
*3
«
46
a
n
*9
M
$1
42
S3
H
51
56
»
/TYPA/AMBNT/STREAM
CSAMPLE CONTINUED
INITIAL DATE
INITIAL TINE
MEDIU1
DEPTH-FTCSMK)
7030U RESIDUE
74069 STREAM
32079 TUR3IDTY
34096 SEV NOM-
84098 COLOR N-.
INITIAL DATE
INITIAL TINE
MEDIUM
DfcFTH-FTt5?1K)
30095 CNDUCTVV
30310 300
3Q53LJ RESIDUE
30535 RESIDUE
30545 RESIDUE
JU6Ui 0*3 N
30608 NH3+NH4-.
00613. N32-N
JU618 N3i-N
30650 T P04
30660 ORTHOP04
5441U CHLRPHYL
32211 CHLRPHYL
32212 CHLRPHYL
i<!214 CHLRPHYL
32218 PHEOPHTN
70300 RESIDUE
f4U6V . STREAM
32079 TUR3IDTY,
34096 SEV NON-aiuva COLQR N-
UGH-A
33 08 57.0 117 17 47.0 2
A3UA HEDIONOA CREEK AT EL CAflINO REAL
06073 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
21CAL-4 340804
0300 FEET DEPTH
BRIDGE
SAN DIEGO -
U080D
REGION
SO 13070303 '
FROM PREVIOUS PAGE) a
DlSS-ISO
FLOW EST
LAB
PLANKALG
PLANKALG
AT 25C
5 DAY,
TOT IJFLT
VOL NFLT
SETTLBLE
N
N DISS
DISS
DISK.
P04
P04
A
A UG/L
B
C
A
DISS-1 80
FLOW EST
LAB
PLANKALG
PLANKALG
C MG/L
CFS
NTU
CODE
CODE:
MICRON HO'
M5/L
MG/L
MS/L
ML/L
MS/L
M3/L
MS/L
HS/L
M3/L
MG/L
US/L
CORRECTS
US/L
UG/L
US/L
C MG/L
CFS
NTU
CODE
CODE
80/11/18
131S
WATER
1
U56
1.50
4.4
0
81/09/29
1315
WATER
1
2200
112
16
.4'
.250
.360
.310
.97
.61
.17
U04
.70
45.0
0
81/01/12
1315
WATER
1
1348
3.30
2.5
31/10/30
1315
WATER
1:
2240
4.4
40
5
.IK
1.300
.480
.008
LTD
.25
.20.
1343
.70
15.0
Q
81/32/19 81/03/19
1315 1315
rfATER WATER
1 1
1500 1324
1.50 1.50
11.0 8.6
0 0
81/11/24 81/12/30
1315 1315
WATER WATER
1- 1;
2210 2020
8.5 11.0
113 15071
12 150
.7 8
1.200 5.000
.540 .770-
.009 .097;
2.50 6.40
.22 1.00
.12 1.00
36.00
23.00
75.00
2036 1123
1.50 3.50-
34.0 140.0
0 0:
81/04/28
1315
WATER
1
1963
1.00
5.0
3
2
32/01/26
1315
WATER
\.
2760
2.1
30
5
-1K
.280
.160
.326
1.50
.56
.56
1.00
1.00
4.00
1644
3.50
14.0
0
81/05/28
1315
WATER
1
1475
1.73
22.0
2
2
82/02/24
1315
WATER
1
2943
2.6
12
2
.1K
1.100
.260
.021:
1.33
-25
.25
20.00
4.00
15.00
1656
3.53
3.6
0
81/05/24
1315
WATER
1
1436
.50
22.0
1
3
82/03/29
1315
WATER
1
1880
2.4
53
6
,1K
.720
.280
.030
3.00
.62
.50
5.00
1.00
1.00
1176
3.00
31.0
0
81/07/15 81/38/12
1315 1315 i
WATER WATER ^
1 1: • 5T
1536 1516 £|
.50 .50
30.0 15.0 *
1. 0
3 a
32/04/23 82/05/19 !•
1315 1315 =
WATER WATER £
1 ' S2753 5
1.3 »
6 9 *
1. -5 M* 2s
.U .1K S
1.100 .900 •!
.150 .370 ^
.025 .312 »
.92 1.70 :=
.37 .16 5
.37 .02 5
7.00 *
LOOK ~
6.00 S2
25.00 S
41.00 s
1396 1S4S 15
1.83 1;80 2
2.3 -£••} 69
1 4 • E
1 2 1
w
61
6S
K
*7
68
89
TC
71
72
73
ri
n
79)
33 08 57.0 117 17 47.0 2ASUA HSDIONDA: CREEK AT EL c AMI no REAL BRIDGE
/f
• 7
•i
*F•i
r
•
9 M
!1
U
24
2S
27
28
30
31
9 W
33
*FF
39
*^.-3
-.6
9 '-'
'-a
/TYPA/A.13NT/STREAN
06073 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
SAN DIEGO
U0800
REGION
21CAL-4 340804
0300 FEET DEPTH
HQ 16073303
j
s
7T
io
11
INITIAL! DATE
INITIAL TIME
MED1UH
DEPTH-FTCSHK).
30095 CNBUCTVY AT 25C
3031Q 3DD 5 DAY
30530 RESIDUE TOT NFLT
30535 RESIDUE VOL NFLT
JD545 RESIDUE SETTL9LE
30605 ORS N N
30608 NH3*NH4-, N DISS
30613 N3Z-N DISS
30618 N33-N DISS
30650 T P04 P04
'30660 ORTHOP04 P04
32210 CHLRPHYL A
32211 CHLRPHYL A UG/L
22212 CHLRPHYL B32214 CHLRPHYL C32218 PHEOPHTN: A
/U300 KbSIDUE D1S$-1«U
74041 WQF SAMPLE
74069 STREAM FLOW EST
b^UCy fUitSlDTT. LAH
34096 SEV NON-; PLANKALG
34098 COLOR N- PLANKALG
INITIAL DATEINITIAL: TIME
MEDIJ1
DEPTH-FT(SMK)
30095 CNDJCTVY AT 25C
JObiU RtSIDUE TOT NFLT
30535 RESIDUE VOL NFLT
30545 RESIDUE SETTL3LE
JU60i UKG N N
30608 UH3+NH4- N DISS
30613 ND2-N DISS
,-. ISAflPLb ItnriNUbD UN NbKI
•3
.f
MICROMHO
MG/L
MG/L
NG/L
ML/L
MG/L:
MG/L
MG/L
MS/L
MS/L
HG/L
UG/L
CORRECTD
U5/L
UG/L
UG/L
C HG/L
UPDATED
CFS
MTU
CODE
CODE
MICROMHO
MG/L
NG/L
ML/L
MS/L
MS/L
M3/L
PAGE)
82/36/23
1315
WATER
1:
2
.2
.1K;
.310
.410
.308
2.40
.24
.08
1820
1.50
5
2
83/03/29
1315
WATER
1
.450
.360
.083
82/07/14
1315
WATER
1
2220
6.9
6
1
.IK
.460
.440
.007
.28
.12
.03
3.00
LOOK
LOO
1.00
211.00
1050
2.00
3.8
4
2
83/04/19
1315.
WATER
1
' 1.350
.550
.191
32/38/19
131S
WATER
1
2820
4
1
.720
.450
-P11
.09
.19
.08
LOO
LOOK
LOOK
LOOK
12.00
.30
1.83
3
33/35/17
1315
MATER
1
.350
.260
-Q18
82/09/13
1315
WATER
2750
1.113
2
.U
1.133
.403
.003
.63
.36
.30
18.00
LOOK
4.00'
LOOK
15.03
1596
4.7
3
3
83/05/30
1315
MATER
1
2350
1
.U
LOO
.210
.035
82/13/21
1315
WATER,
1
2660
10
3
• 1K
.650
.510
.301
.23
.18
.18
4.00
1;00<
1.00
2.00
11.00
1652
1.50
3.7
K
83/06/10
1315
WATER
1
.370
.110
• .022
82/11/12
1315
WATER
1
2400
1.1
13
3
.U
.573
.423
.012
.39
.44
.43
1.03
LOOK
1.33K
1.33K
7.03
1660
2.00
9.3
0
83/07/28
1315
WATER
1
.673
.150
.014
32/12/20
1315
WATER
1
2910
12
3
-1K
.660
.740
.014
1.20
.62
.23
10.00
LOOK.
2.00
3.00
31.00
1535
2.00
6.50
83/08/24
1315
WATER.
1
.470
.320
.011
33/01/20
1315
WATER
1
.700
.563
.045
2.20
.35
.05:
13.00
6.00
3.03
14.00
21.00
1608,
2.00
15.30
83/09/19
1315
WATER
1
.163
.200
.00?
83/D2/25 ;;
1315 *
WATER £
1 '*nOH
Sl
S
»
25
.480 |
.330 S
.089 2
2.00 |
sz
33
LOOK n
LOOK »
LOOK Z
LOOK |151.00 ;
1324 H
871210 ~
3.00 =
56.0 U
0 ~
83/13/24 I;
1315 «
WATER ^
1 ~M
S7
SO
.290 5L
.240 ~
.316 «7
8S
IT
68n
Tl
A "-"71 **
5T3RET 93/05/27
ST3RET RETRIEVAL DATE 93/05/27 °GM=ALLPARM
\GH-A
33 08 57.0 117 17 47.0
A3UA HEDIONOA CREEK AT £L CAMINQ REAL BRIDGE
PA5E
r
2
I mPA/AM3NT/STREAM
5
a
;
a
9
(SAMPLE CONTINUED
« INITIAL DATE
INITIAL TtME
MED1U1
11 OEPTH-FTCSHK)
11 3 061 13 N33-N
.r 30650 T P04
00660 ORTHOP04
» 32210 CHLRPHYL
» 32211 CHLRPHYL
« 32212 CHLRPHYL.
2j 32214 CHLRPHYL
M 32218 PHEOPHTN
w 70300 RESIDUE
2* 74069 STREAM
» 32079 TUK3IDTY.
*7 34096 SE* NON-
za S4098 COLOR N-.
x INITIAL DATE
31 INITIAL TIME
a NEDIIH
» DEPTHrFT<SHK>
34 JUOU5 QSG N
a 00608 NH3+NH4-
» D0613 N32-N
37 JU61B M33-N.
» 00650 T P04
39 30660 ORTHOP04
« 3ZZ1D CrttRPHYL
« 32211 CH1RPHYL
43 32212 CHLRPHYL
32214 CHLRPHYL
» 3221 Bj ; PHEOPHTN
T, 70300 RESIDUE
4B /iU41 4QF
^ 74069 STREAM
32079 TUR3IOTY
., HUV6 SEV MON-.
» 34098 COLOR N-
„ 34099 RELATIVE
12
53
(4
IS
=
IP
OS 07 3 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
21CAL-4 340834
0300 FEET DEPTH
SAN DIEGO
140803
REGION
HQ 18070303
FRON PREVIOUS PA5E)
DISS
P04
P04
A
A UG/L
8
C
A
DISS-180
FLOW EST
LAB
PLANKALG
PLANKALG
N
N DISS
DISSblss
P04
P04
A
A U G/ L
&
C
A
DISS-180
SAMPLE
FLOW GST
LAB
PLANKAL6
PLANKALG
WATER LV
MG/L
M3/L
MG/L
UG/L
CORRECTD
US/L
UG/L
UG/L
C MG/L
CFS
NTU
CODE
CODE
MG/L
MS/L
MG/Lrts/L
MG/LNS/L:
U3/L
CORRECTD
US/L
UG/L
US/L
C MG/L
UPBATEb
CFS
NTU
CODE
CODE
CODE
33/03/Z?
1315
WATER
1
6.20
1.00
1.00
5.00
LOOK
5.00
15.00
170.00
1112
15.00
47.0
0
33/11/28
1315
HATER
1
.750
.190
.162
2.20
.66
.63
2.00
LOOK
1.00
3.00-
37.00
1616
8.00
47.0
0
83/04/19
1315
WATER
1
1.70
1.001.00:
18.00
LOOKa. oo
8.00
148.00
1756
10.00
165.00
83/12/12
1315
HATER
.000
.170
.043
4.50.60
.38
LOO
LOOK
LOOK
1.00
20.00
1696
18.0
1
1
33/35/17.
1315
rfATER
1
5.60
.51
.46
2.00
LOOK
LOOK
2.00
32.00
1916
5.6
34/02/21
1415
MATER
1
.000
.490
.016
.42
.30
.23
5.00
LOCK
4.00
12.00
33.00
1564
873721
3.00J
5.7d
83/05/30
1315
MATER
1
6.03
.27
.19
1580
2.50.
3.1
3
2
84/05/18
1415
WATER
1
.040
.420
.013
.93
.32
.24
4.00
.004.03
12.00
47.00
1076
870721
2.50J
5.0A
1
83/06/13
1315
WATEV
1i
1.30
.45
.45
1.00
LOOK
LOO
2.00
65.00
1788
3.00
5.1,
5
2
34/03/22
1415
WATER
1
.640
.089
• 310K!
.10
1.70
.14
26.80
13.40
18.50
63.5042.20
1582
-30J
1.9
2
1!
83/07/28
1315
WATER
1
1.50
.25
.22
1.00
LOOK
LOOK
LOOK9.0D
1834
L50-
2.0
4
2
34/11/15
WATER
1
.413
.133K
.013K
.50
.82
.03
.33
.30
.33
.00.00
1641
870721:
5.4
33/35/24
1315
WATER
1
I.JO
.33
.24
LOO
LOOK
LOOK
LOOK
4.00
1592
1.50
1.7
4
2
85/02/26
1415
WATER
11.120
.360
.31QK
.10K
.15
.14
16.00
16.00
35. 1B
73.79LOOK
34575
870721
.30J
20. 8
2
1
83/09/19
1315
UATER
1
1.23:
.39
.28
2.00
LOOK
LOOK
LOOK
6.00
1716
2.03
1.6
3
2
85/05/24
WATER
1
.410
.063
.020
.83
.47
.41 ?
.00
.03
.00
.00
.00,
1662
870721
1.0
A
!
3
J
S
«
7
i
$
10
11
A!
13
83/11/24 T;
1315 £WATER ~>
1
'•IS i.43 13
.50 »
3.00 I
LOOK 7
1.00 »
1.00 |
3.00 37
130D
LOO =
2.0 5
2 «
6 i
85/12/27 5
1 31 5 il
HATER. 5
1 =
.760 «
.330K %
.318 =
3.80 2
.36 I?
.27 5
11.80 S
.00 u
6.50 «
28.20 2
32180 5
1 661 S
873721 SI
K
5.8 «
0 £
o ..=
5 Sit
K
71
7Z
73
7'
«
*«
•n iTIRETRETlIEVAL DATE, 98/05/27 ilLLP
*
• I
3
1
• I6
7
•I
10
12
15
16
IB
19
•H
21
22
24
IS
30
31
33
3d
36
37
*iS
•12
-3
"1
•!
-1
*::
/TfPA/AHBNT/STREAH
INITIAL DATE
INITIAL TI*E
MEDIU1;
DEPTH-FTCSHK)
30605 ORG N N MS/L
J060B NH3tNH4-. N DISS MG/L
30613 M32-N DISS MG/L
30618 N33-N DISS MG/L
30650 T P04 P04 MG/L30660 ORTHOP04 P04 MS/L32210 CHLRPHYL: A UG/L
32211 CHLRPHYL A UG/L CORRECTS
32212 CHLRPHYL 8 US/L
32214 CHLRPHYL C US/L
32218 PHEOPHTN A UG/L
70300 RESIDUE DISS-180 C M6/L,
74041 WQF SAMPLE' UPDATED
C4U69 STREAM FLOW EST CFS
32079 TUR3IDTY! LAB MTU
34096 SEt/ NON- PLANKALG CODE
34U98 COLOR N- PLANKALG CODE
33 08 57.0 117 17 47.3 2
ASUA HEDIONDA CREEK AT EL CAMINO REAL BRIDGE
05073 CALIFORNIA SAN DIEGO ^
CALIFORNIA, 140803 7
SAN DIEGO COASTAL REGI3N T
21CAL-4 840834 HQ 18070303 i
0300 FEET DEPTH ~
7
g
10
11
12
86/02/13 85/05/13 36/38/27 ' ' S
1315 1330 1333 «
WATER WATER WATER II
111 5
1.100 .440 .340 a
.110 .160 .260 £1
.280. .011 .014 |
?.60 1.70 .45 M
1.60 .35 .22 £>
1.60 .15 .12 P
4.90 10.40 1.60 T,
.00 .00 .00 2.
3.00 .30 .00 *
10.70 5.60 .40 »
77.50 25.00 56.50 2
1421; 1574. 1604 ' ' 5
870721. 870721- 873721 *
25.00 4.30 2.00 £
86.0 3.3 .3 |
066 ' 5
322 11
u-is
«8
'BM
>1
il
S3
SS
M
ST
60
61
ii
S3
ftl
67
6B
69
K
71
73
71
75
7?
5TDSET RETRIEVAL ?«/05/27
•
.
•
•
•
•
•
•
•
•
•
•
•
*
•
•
*
*
»
•
^f
IS
24
Z7
28
29
30
11
32
33
34
35
36
37
38
39
JO
"J
"3
04
45
IS
47
46
45
SO
SI
S2
53
S4
ss
M
^
3T3RET RETRIEVAL
'TfPA/AHBNT/WELL
INITIAL DATE
MEDIU1
30095 CNBUCTVY
30403 PH
30410 T ALK
J0440 HCD3 ION'
00445- C3J ION
30900 TOT HARD
30V15 CALCIUM
D0925 MS.HSIUM
D0930 SODIUM
30935 PTSSIUM
30941 CHLORIDE
30945 SU-.FATE
JOVSiO FLJORIDE,
31023 B3RON
46570 CAL HARD
('UiUD RESIDUE
71851 NITRATE
34028 ANALYZE
S4U^9 FIELD
DATE 98/05
AT Z5C
LAB
CAC03
HC03
C03
CAC03
CAsDlSS
MGsDISS
NA/DISS
K^DISS
DISS IN
SD4-DISS
F^DISS
B^OISS
CA KG
01SS-180
DIS5-N03
AGENCY
IDENT-
727
KICROMHO
SU
MG/L
MG/L
N3/L
MG/L
MS/L
MS/L
M6/L
M3/L
HTfl MG/L
MS/L
flG/L
U5/L
MS/L
C MG/L
MS/L
CODE
NUMBER
PGM=ALLPARM PAGE: 7
12S/04M-03R01 S SSW123403R01
33 09 30.0 117 17 30.0 5
LAT AND LONG CALCULATES FROM TOWNSHIP AND RANSE
05073 CALIF3RNIA SAN DIEGO . £
CALIFORNIA 140300 h
SAN DIEGO COASTAL REGION
21CAL-2 730420 HQ 1S07D303 -
0300 FEET DEPTH
1
64/06/20 T
WATER ^
1S30
6.4 J?
14 »
17 &o 1
294 5
55.0 S
38.0 =
240.00 S
20.00 !2
487: p
125.0 S
.20 H
430 ^
2941 m
1030 ?I•o S
5801 «
00001 n
- ,- - >*
• , ' ' . • ' 43
u
«
«
47
41
19
M
>'
SJ
S3
S4
a
»
S7
IBis
60
81
»
!3
M
K
U
W
M
nS
71
W
13
«
7!
TV
•?"i 3 TD RET RETRIEVAL
35-09 30.0 117 17 00.0 5
LAT AND LONG CALCULATED FROM TOWNSHIP AND RANGEf
2
I /TrPA/A13NT/WELL
i
s
B
7
«
9
» INITIAL DATE
12 MEDILJ1
u 30010 WATER
30311 WATER
.5 30095 CNDUCTtfY
304U3 PH
n 30410 T.ALK
« 30440 HC33 ION
19 JU*45 CO) ION
30 D 0900 TO 7 HARD
7. 30915 CALCIUM
r.- JQ9Z5 nsvsxun
» 30930 SODIUM
* 30935 PTSSIUM» 30941 CHLORIDE
» 30946 SULFATE
27 30950 FLUORIDE
31020 B5RON
a 46570 CAL HARD
i- 70300 RESIDUE
3. /1 351 NITRATE
^ 34028 ANALYZE
5 34029 FIELD
31
35
37
1
•iO
TEMP
TEMP
AT 25C
LAB
CAC03
HC03
C03
CAC03
CA^DISS
MG/OISS
NA^DISS
K^-DISS
DlSS. IN
S04-DISS;
F^DISS
dxDISS
CA MG
DISS-180
AGENCY
IDENT
CENT
FAHN
MICROMHO
SU
MG/L
MS/L
NG/L
MS/L
MG/L?
MG/U
HG/L
MG/L
WTR MG/L
MG/L;
MG/L
US/L
M6/L
C MG/L
HS/L
CODE
NUMBER
06373 CALIFORNIA SAN DIEGO ^CALIFORNIA. 140803 {
SAN; DIEGD COASTAL: REGION T
21CAL-2 780420 HQ 13073303 i
0300 FEET DEPTH , 7
B
10
11
— r--~ ------- r— —---«----- — -™"~"-™r---™"— - — --"- — -•—- — -«———— —-t '3
64/36/17 ' ' " " s
MATER r*
23.0$ «
68.0 ^
2?50 s
7.9 »i
354 |
432; 5o «
195.0' ' S
58.0 !£
390.00 5
6.00 ^
684 H
248.0. K
.20 %
500 »
769$ ^
1726 5
42.0
5801 £
OOQQ1 ' S
49
4B
17
4B
19
»
$2
S3
rf
^SB
3TOBET SET^IEVAL DftTE ??/05/27 P »SM
ST3RET RETRIEVAL
"i
2
T /TfPA/AIBNT/HELL
5
B
DATE 98/05/27 ?GM=ALLPARM PAGE: 9
12S/04U-10E01 S SSW12341DE01
33 09 00.0 117 17 00.0 5
LAT AND LONG CALCULATED FROM TOWNSHIP AND RANGE
06073 CALIFORNIA SAN DIEGO
CALIFORNIA 140800
SAN DIE60 COASTAL REGION
21CAL-Z 780420 HQ 18073303
0300 FEET DEPTH
7
t
3
~ INITIAL DATE
13 HEJIU1
.* 30U95 CNbUCTt/Y
7, 30403 PH
» 30410 T ALK
it JU44U HCD3 ION
7" 30445 COS ION
7; 30900 TOT HARD
is UUV15 CALCIUM
20 30925 MGNSIUM
i. 30930 SODIUM
23 'J0935 PTSSIUH
n 30941 CHLORIDE
» 30946 SUS.FATE
» 30950 FLJORIfrE
* 30955 SILICA
~- 01020 B3RON
M 46570 CAL HARD
;; 70300 RESIDUE
M 71851 NITRATE
. 341)28 ANALYZE
» 3.4029 FIELD
w
AT aSC
LAB
CAC03
HC03
C03
CAC03
CAsDXSS
NAyDISS
DISS IN
S04-DISS
DISOLVED
BxDISS
CA M5'-
DISS-1BO
DISS-N03
AGENCY,
IDENT
MlCROMHdsu
MG/L
HG/L
M3/L
MG/L
MG/L.
MG/L
M3/L
MS/L
WTR MG/L
MG/L
MG/LMG/L:
UG/L
H3/L
C MG/L
MG/L'
CODE
NUMBER
64/36/13
WATER
1808
8.3
248
ZB8
469
107.0
49.0
200.00
4.00
420
66.0
.80
21.0
280
469$
1160
4.9
5053
00031-
M
H
3J -
W
»
40
«
47
49
ESi
S2
S3
M
3
!
B
9
•}
""T1
-.1
€
*
€
*
•
•
1*
!'
7?
H
|
1
41
41
a
44
•}
Is
IT
49
"9
iOET
X
>4
ISsa
57
»
60
ei
::
u
si"
«5
!•
17
U
«9
70
72
73
74
7!
•
•
•
•
•
*
•
•
•
*
•
•
•
•
ST3RET RETRIEVAL;DATE 98/05/27 r-i LLP
*
•
•
•
•
•
•
•
•
•
*
*
*
*
*
-•
•»
2
3
E
I
8
e
10
11
u
i*
is
16
17
ia
19
20
ZI
2"
25
26
27
29
30
31
32
33
3S
36
37
JO
«
3
1
~
T7
/TfPA/AHBNT/WELL
INITIAL. DATE
MEDIIH
30010 WATER
30011 WATER
30095 CNDJCTVY
00403 PH
30410 T ALK
30440 HC33 ION
JU445 C03 ION
30900 TOT HARD
30915 CALCIUM
30925 MGNSIUM
30930 SDDIU*
30935 PTSSIUM
30941. CHLORIDE
30946 SULFATE
30950 FLUORIDE
30955 SILICA
31020 90RON
46570 CAL HARD
f0300 RESIDUE
71851:NITRATE
34028 ANALYZE
34D29 FIELD
TEMP
TEMP
AT 25C
LAB
CAC03
HC03
C03
CAC03
CA^DISS
MG'DISS
NA/DISS
DISS IN
S04-DISS
F/DISS
DISOLVED
BxDISS
CA MG
OISS-180
DISS-N03
AGENCY
IOEHT
CENT
FAHN
MICROMHO
SU
MG/L
MG/L
MG/L'
HG/L
MS/L
MS/LMS/L;
M6/L
WTR MG/L
.MG/L
MS/L'
MG/L
U3/L
HS/Lcv HS/L
MS/L
CODE
59/07/14
MATER
19.4$
57.0.
1918
7.3
239
292
0
489
112.0
51.0
179.00
2.00
404
105.0
.30
38.0
290-
490$
1244
.0
5800-
00001.
33*09 00.0 117 17 00.0 5
HT AND LONG CALCULATED FROM TOWNSHIP AND RANGE
06073< CALIFORNIA. SAN DIEGO \
CALIFORNIA; U0603:
SAN DIESO COASTAL RE6I3N ~'
21CAL-2 780420 HQ 18070303 |
0300 FEET DEPTH
. ' ••'
61/07/28
WATER ~«
22*2$ - .. 2
72.0 I
1990 »
3.0 ^
260 ~
317 »
0 . . 2
549 -•"' Z7
108.0 5
68.0 ^
199.00 £
3. DO «
429 • • H
117.0 j
.50 S
27.0 21
160 |
550$ £
1137: 11
13-0 . ' 2
5050 =
00001! -2
*7
49io
M
53
rf
15
H
S7
ia
i3
so
61
12
a
»
BS
*
i7
fS
«
'O
73
73
7X
75
'5
9
STDRET 1ETUEVAL DATE 93/35/27 i a an M
PA5E
12S/04W-1QG02 S SS-M20410S02
33 09 30.0 11? 17 00.0 5
LAT AND LONG CALCULATED FROM TOWNSHIP AHO RANGE
11
c
«
/TfPA/AM3NT/WELL
05073 CALIFORNIA SAN OIEGO
CALIFORNIA 140803
SAN DIEGO COASTAL REGION
I 21CAL-2 780420 H« 13070303
I 0300: FEET DEPTH
INITIAL DATE
MEDIUM
30010 WATER
30011 WATER
30095 CMDUCTVY
30403 PH
30410 T ALK
30440 HCD3 ION
00445 CO) ION
a 30515 RESIDUE
i. 30900 TOT. HARD
n 30915 CALCIUM
z> 30925 MGMSIUM
» 30930 SODIUM
2s 30935 PTSSIUM
30941 -CHLORIDE
37 30946 SJLFATE
i» 3095U FLJORlbE
30955 SILICA
x 31020 BORON
3. 46VU CAL HARD
* 70300 RESIDUE'
M 71851. NITRATE
34 S4U48 ANALYZE
£ 34029 FIELD
39
37
38
39
TEMP
TEMP
AT 25C
LA3
CAC03
HC03
C03
OISS-105
CAC03
CAsDlSS
NAsDISS
KsDISS
DISS IN
S04-DISS
DISOLVED
BsDISS
CA MS
DISS-180
DISS-N03
AGENCY
IDENT
CENT
FAHN
MICRONHO
SU
M5/L
MG/L'
MS/L
C MG/L
MG/L
MG/L;
MG/L
MG/L
MG/LWTR MG/L.
MG/L
MS/L
MS/L
UG/L
MS/L
c MG/L-
MG/L.
CODE
NUMBER
59/13/03 60/04/07
WATER WATER
2118
7.8 7.5
161 254
196 310
0 0
517; 536
123.0 124.0
51.0 55.0
190.00 196.00
2.00 2.00
415 439
131.0 121.0
.60 .40
20.0
30
517$ 536*
1290 1361,
.2 .0
5999 5SUU
00031 00001 -
60/38/15
WATER
7.9
176
215
0
522
112.0
59.0
205.00-
2.00
462
126.0
.50
523$
.2
1
60/09/37 61/07/28
WATER WATER
21.1$
70.3
1963 1990
7,3 7.7
267 265
325 323
1243
537 550
121.0
57.0
210.00
6.00
428, 433
133.0
.60
560
537$
5801 5050
00001 00031
10
11
12
13
16
47
16
SO
SI
52
S3
S*
5Se • '
5T RET^1£*AL |ATE 93/^/27 ^^ mm PAtt5ALL?
•
s~1
3
t
e
7
^} I
9
10
12
13
IS
IS
^ 17
ia
19
9 20
Jl
9 13
H
X
n
'I
P
'I
34
• 3S
35
37
• 38
:39
*•<>
-3
9 ~
-r>
»"£
*l
•~
/TfPA/AMSNT/WELL
INITIAL DATE
MEDIU1
3UU95 CN9UCTVT.
30403 PH.
30410 T ALK
JU44U HCU3 ION
30445 COS ION
30515 RESIDUE
JUVUJ TOT HARD
30915 CALCIUM
30925 MGNSIUM
30930 S3DIUN
30935 PTSSIUN
30941 CHLORIDE
30V46 5U.FATE
30950 FLJORIDE
31020 BORON
t657U CAL. HARD
70300 RESIDUE
71851 NITRATE
34UIB ANALYZE.
34029 FIELD
AT 2SC
LAB
CAC03
HC05
C03
DISS-105
CACU3
CA^DISS
1G/DISS
NAxDISS
K/DISS
OISS IN
504-DISS
F/DISS'
3/DISS
CA HG
DISS-180
DISS-N03
AGENCY
IDENT
I1ICROMHO
SU
MG/L
M5/L
MG/L
C MG/L
M5/L
MG/L
MG/L
MG/L
MG/L
WTR MG/L
MS/L
MG/L
U5/L
M5/L
C MG/L
(13/L
CODE
NUMBER
53/13/16 59/10/08
HATER WATER
2145
7.5 7.4:
246 204
300 249
0 0
1291
534 546
123.0 128.0
52.0 55.0
233. OOi 234.00
3.00 2.30
450 460
133.0 101.0
.60; .70
280
534$ 546$
1215
1.5 .0
5053: 5999
00031 00001
33 09 30.0 117 17 00.0 5
LAT A NO i LONG CALCULATED FROM TOWNSHIP AND RANGE
0&073 CALIFORNIA. SAN DIEGO 1
CALIFORNIA' 140803 }
SAN DIEGO COASTAL REGION 7
21CAL-2- 780420 HQ 18070303 1
0300 FEET: DEPTH . y
~*
10
17
' 11
5
21
»
-'• Jl
a
31
a
I
41
41
•e
a
41
49
a
i>
SJ
u
H
is
56
S7
[e
sg
en
C1
?2
es
s«
57
ee
[»
70
71
7!
73
70
76
V
ST5RET 09/05/27
•n r*"i
*
*
*
3T3RET RETRIEVAL
(L
2
j
4
S
e
9
10
12
11
15
IB
17
IB
19
20
21
23
z:
29
27
29
30
31
32
33
31
35
3$
38
'0
J1
12
13
u.
IB
i?
IB
49
SO
SI
52
53
M
55
56
5*
/TrPA/MBNT/WELL
DATE 98/05/27 ?SM=ALLPARM PAGE: 13
12S/04W-10H02 S SSU123410H02
33 09 30.0 117 17 00.0 5
LAT AN> LONG CALCULATED FROM TOWNSHIP AND RANGE
05073 CALIFORNIA SAN DIEGQ.
CALIFORNIA 140803
SAN DIEGO COASTAL REGION
21CAL-2 780420 HQ 13073303
0300 FEET DEPTH
INITIAL DATE
ME5IJ1
30095 CN&UCTVY.
30403 PH
30410 T ALK
30440 HC03 ION
30445 COS ION
30900 TOT HARD
JUV15 CALCZUH
30925 MGNSIUH
30930 SODIUM
JUW35 PTSS1UM
30941 CHLORIDE
30946 SU.FATE
30950 FL'J3RID£-
30955 SILICA
31020 B3RON
V6!>/U CAL HARD
70300 RESIDUE.
71851 NITRATE
j4U*!b ANALYZE
34029 FIELD
AT 25C
LAB
CAC03
HC03
C03
CAC03
CAsDISS
MG^DISS
NA/DISS
K,DI5S
DISS IN
S04-DISS:
F^blsS
DISOLVED
B, DISS
CA MG
DISS-180
DISS-N03
AGENCY.
IDENT
MICROMHO
SU
M6/L
MS/L
M6/L
M3/L
MS/L
MS/LMS/L
MS/L
WTR HQ/L
M3/L
Ms/L
MS/L
UG/L
Ho/L
C MG/L
MS/L
C3DE
NU1BER
59/07/14 60/08/15
WATER WATER
1820
3.0 7.7
212 212
259 259
0 0
468 550
92.0 128.0
53.0 56.0
195.00 236.30
3.00 2.00
404 439
103.0 118.0
.70 .50
29.0
210
469$ 5f>U$
1248
3.0 -2-5U5U
00001. 1:
52/37/25 if
WATER *
1100 H
7.9 -1 . T 19
119 iT
145 - ^
o I
332 »
37.0 a
28.0 =.
115.00 5?
5.00 £t
99 ~\
312.0 5T
.10 S.
10.0 |
130 5J
333$ ?Z
7*« 11.0 «
5801 «
00301 ^
44
IS
17
it
•9
a
51
5!
S3
W
a
56
' M
' 80
815
13
H
K
IT
68
B9
7C
71
72
73
7!
79)
ST JAJj^RETm^L DATE 93/01^7 ^^P-fiMmiLLP
•-
•
•
•
•
•
•
•
•
•
•
•
_
*
*
*
-
-
-
i
28
29
30
31
32
33
34
35
35
37
3B
39
~7
-5
-6
-e
T:
TT
~
/TrPA/ANBNT/MELL
INITIAL DATE
MEDIUI
30095 CN5UCTVY
30403 PH
30410 T ALK
30440 HC33 ION
30445 COS ION
309QO TOT HARD
30915 CALCIUM
30925 MSMSIUM
00930 SODIUM
JOV35 PTSStU.I
30941 CHLORIDE
30946 SULFATE
30950 FLUORIDE
30955 SILICA
31020 BORON
46570 CA.i HARD
70300 RESIDUE
71851 NITRATE
34U4S ANALYZE
34029 FIELD
AT 25C
LAB
CAC03
HC03
C03
CAC03
CAsOISS
MGsDISS
NAsDISS
KsDISS
DISS IN
S04-DISS
F^DISS
DISOLVED
BrDISS
CA MS
DISS-180
DISS-N03
AGENCY
IDENT.
MICROMHO
. SU
MS/L
MS/L
MS/L
MS/L
MS/L
MS/L
MS/L
MG/L
WTR MS/L
MS/L
MS/L
MS/L
U3/L
M3/L
C MS/L
M5/L
CODE
NU1BER
63/13/29
MATER
2430
7.3
323
394
0
784
177.0
83.0
290.00
3.00
664
131.0
.40
23.0
300
784$
1760
.0
5831,
00001
33 09 30.0 117 17 00.3 5
LAT AND LONG CALCULATED FROM TDUNSHIP AND HAMSE
06073 CALIFORNIA SAN DIEGO 7
CALIFORNIA UOdOO: ?
SAN DIEGO COASTAL REGION
21CAL-2 780420 48 13073303 £
0300 FEET DEPTH 7
7
io
64/11/19 " ' £
WATER «
2520 11
8.1 ' - ' %2*9 M
364 !1
0 -W SI797 T.
174.0 : 25
88.0 P
'232.00' ' • 5
6.00 2
• 718 =
74.0 »
.40 H, 34
• . ' as
340 S
797$ *L
1732 |
.0 «
5301 il
03001. |
14
45
47
4B
W
io
11
S3
S3
is
56
57
19
EO
(t
13
64
85
17
68
69
70
71
73
75
3T3RET 93/05/27
3T3RET RETRIEVAL DATE 98/05/27 PAGE:
12S/Q4W-10J01 S SSW123410J01
33 09 30.0 117 17 00.0 5
L*T AND LONG CALCULATED FROM TOWNSHIP AND RAMGE
15
7 mPA/A*BNT/WELL
6
0&073 CALIFORNIA
CALIFORNIA
SAN DIEGO COASTAL
2UAL-2; 780420
0300 FEET DEPTH
SAN DIEG3
140803
REGION
HO 18073303
,\
~,
-1
9 1
" INITIAL DATE
« INITIAL TIME
-3 MEDIJH
30010 WATER
« 30011 WATER
M 30029
* 30076
r, 30094
.9 30095
« 30400
r 30403
-- 30410
* 30440
w 30445
;5 D0515
* 00900
» 30915
S 30930
M 30935
31 JUV41
« 30946
£ 30950
M 31020
» 39036
w 465/U
* 70300
* 71851
40 /4U41
,7 34002
.1 34003
.3 3 .41)48
« 34029
4S
17
SO
91
52
S3
55e
FIELD
TURB
CNDUCTVY
PH
PHT ALK
HC03 ION
COS ION
RESIDUE
TOT HARD
CALCIUM
SODIUM
PTSSIUM
CHLORIDE
SULFATE
FLJORIDE
SILICA
BORON
ALCLNITr;
CA.I HARD,
RESIDUE
NITRATE
VQF
CODE
WATER -;
ANALYZE
FIELD
TEMP
TENP
IDENT
TRBIDMTR
FIELD
AT 25C
LAB
CAC03
KC03
C03
DISS-105
CAC03
CA,DISS
NAsDISS
K,DISS
DISS IN
504-DISS
FsDISS
DISOLVED
3/DISS
CAC03FIL
CA.HG:
DISS-180
DISS-N03
SAMPLE
GENERAL'
SHED ID
AGENCY
IDENT
CENT
FAHN
NU1BER
HACK FTU
MICRONHO
MICROMHO
SU
SU
M3/L
MG/L
MS/L
C MS/L
MS/L
ris/L
MG/L
MS/L
UTR MG/L
M3/L
MS/L
MS/L
UG/L
MG/L
M3/L
C M6/L
HS/L
UPbATED
REMARKS
NU13ER
CODE
NU1BER
54/11/30
WATER
16.7$
6Z.O
2128
7.6
261
318o.
1275
571,
130.0
60.0
435.00
3.00
480.
120.0
.60
340
572i
1.0
5050
00001;
59/07/U
WATER
18.3$
65.0
1950
8.0
245
299
0
538
108.0
58.0
212.00
3.00
' 105iO
.70
29.0
210
509$
1236
4.5
5050
00001
60/39/07
WATER
1809
7.9
192
234
0
1042
422
133.0
40.0
202.00
3.00
411,
137.0
.50
4.0
460
422$
.0
5631
00301
61/07/28
WATER
2105
7.5
255
311
0
579
128.0
63.0
212. OD
3.00
499.
107.0
.60-
26.0
123
579$
1342
9.3
5050
00001
•
62/04/10
WATER
2070
227
277
0
468
113.0
47.0
217.00
4.00
411;
112.0
.20
30.0
390
468$
1158
.0
5831 .
00001
63/10/29
WATER
1825
7.9
213
263
3
456
92.0
55.0
225.33
2.00
433
113.0
22.0
450
456$
1122
.0
5 801 ;
00001:
87/04/21 T;
153Q
MATER
23.3$
74.0 =l
3287 g
38.0 5
2800 &
2780 %
7.20 £
7.8 S
29
30
33
908 • ' "5
201.0 5
99.0 =
250.00 5
4.00 *°6« a
260.0 r,
.80 =
200 S
294 =
910$ 2
1600 IT
1.8 ' *
871228 a
3 5
Z04C1 «
S7
M
Si
w
61
K
H
S7
n
w
ra
74
7!
IS
5T3RET RETRIEVAL DATE 98/05/27 'l&l
*
A
•1
3
• T
E
7
9
10
12
13
IS
16
IB
19
21
9 23
24
29*s
V 29
30
31
33
|M
37
•1C
-J
-3
-e
•I
*l
— —
»
»
/TrPA/AMBNT/HELL
INITIAL DATE
MEOIU130010 WATER
90011 WATER
30095 CNDUCTVY
JU*Ui PH
30410 T ALK
30440 HC03 ION
JU*«O tU> ION.
30515 RESIDUE
30900 TOT: HARD
30915 CALCIUM
30925 MGJISIUM
30930 SODIUM
309J5 PTSSIUd
30941. CHLORIDE.
30946 SULFATE
JUV5U PLJORIDE.
30955 SILICA
31020 BORON
<K>5/U l*Ll HAKB
70303 RESIDUE
71851 NITRATE
34029 FIELD
THAT'S ALL FOLKS
T£MP-
TEMP
AT 25C
LAB
CAC03
HC03
CUi
DISS-105
CAC03
CA/DISS
IGrDISS
NArDISS
K/DISS
DISS IN
S04-DISS
FrDISS
DISOLVED
3/DISS
CA PI5
DISS-180
DISS-K03
IDENT
CENT •
FAHN
MICROMHO
SU
MS/L
M5/L
MS/L
C MS/L
MG/L
MS/L
MG/L
MS/L
MG/L
WTR MG/L
MG/L
MG/L
M3/L
UG/L
C MG/L
MG/L
C3DE
NUMBER
60/09/07 61/07/28
WATER WATER
22.2$ 22.8$
72.0 73.03245 3050.
7.4 3.0
383 355
433
0 3
2268
760 733
134.0
73.0
383.0010.00-
683 686
270.0-
.30
5.0
540
rogs
.0
58U1 5350
00031 00001
33 09 30.0 117 13 00.0 5
LAT AND LONG CALCULATED FROM • TOWNSHIP AND RANGE
06073 CALIFORNIA SAM DIEGO 1
CALIFORNIA 140803 }
SAN DIEGO COASTAL: REGION T
2KAL-2 780420 4Q 1S070303
0300 FEET DEPTH
'
54/36/17 £
JATER V,
3058 £
7.8 !1
32* 1
395 »
0 »
692 ' • I
142.0 »
S2.0 =
393.00 £
S'.OO , ^
680 - S
249.0 »
.70 »
35.0 =
580 3
692* "
1,10 |
C m 3 44
5050 ^
00301 %
49
SO
il
62
S3
S5
S)
S9
SO
S2
93
64
65
M
S7
«a
7C
71
7!
73
7*
75
76
rfW DDDDODODD 8SR3358888
•
*
•
•
•
•
•
•
•
•
•
•
*
•
•
JW 44
JW 44
2
3
5
5
7
a
9
10
11
»
!
19
10
21
22
23
24
I
30
3!
34
38
39
41
a
7,
47
49
SO
91
SI
S3
S4
SI
S6
*
4W 44
rfW 44
rfW WW 44
4U WWUJ 4ri
4W WJ 4U 44
JWrfW WU'rf*
JW 44
JJJJJJJJJJ
JJJJJJJJJJ
JJ.
JJ
JJ;
J J
JJ
JJ
J J JJ.
JJ JJ
JJJJJJJJ
J J JJ J J
?P?PPPPPPPP
PPPPPPPPPPPP
PP PP
"
?P
DDODODDDD
DDODDDODOD
00 DD
DD OD
DD OD
DD DD
00 OD
DD DD
DD DO
00 OD
DDDDDDDDDi
DDDDDDDDD
0000000000
000000000000
00 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
000000000000
ouuoooouoo
RRRRRRRRRRR
RRRRRRRRRRRR
RR RR
RR Rft
RR RR
RRRRRRRRRRRR
KRRKKKRRRRR
RR, RR
RR RR
KR RR
RR RR
RR RR
MM MM
M rl M M W M
MMM1 MMMM
Mn 1M MM MM
HM MM MM MM
MM MM MM
MM MM
MM MM
MM MM
MM MM
MM MM
MM MM
BBB3BB3B333
B3B33B3B3B3B
39 33
93 SB
BS B3
BS93BB3393
BB33SB333B
S3 83
BS 83
BB 33
BB3B8B333B3B
BB83BBB8BBB
IIIIIIIIII
II
11
II
II
II
II.
II.
II
IIIIIIIIII
IIIIIIIIII
k *********************************** ****
** AGENCY CODE: X*
*> ATTENTI3N: ????
*.* FORM TYPE:, DC61
** DATASET NAME: S.pRINTR
»*
**
** PRINTED:08.29.56 27 MAY 98
8388388888
883833388833
38 88
88 88
33 88
38888888
88838863
83 83
38 88
88 83
888833883888
8888888888
11
111
1111
11
11
11
11
11
11
11
1111111111
1111111111
NN NN
NNN NN
NNNN NN
NN NN NN
NN NN NN
NN VN NN
NN. NN NN
NN NN NN
NN. .NNNN
NN NttN
NN. NN
NN N
999999999?
999999999999
99 99
99 99
99 99
9999999?9999
9999999999J9
?9
?9
99 99
999999999999
999999999?
2222222222
222222222222
22 22
22
22
22
22
2222
22
222222222222
222222222222
TTTTTTTTTTTT
TTTTTTTTTTTT
TT
TT
TT
TT
TT
TTi
TT
TT
TT
TT
STEPHEN P. TEALE DATA CENTER
USER CODE: MID?
J08 ORIGIN:NCCI3M1:
444
4444
44 44
44 44
44 44
44444444444
444444444444
44
44
44
44
44
RRRRRRRRRRR
RRRRRRRRRRRR
« K RR
RR RR
Rft RR
RRRRRRRRRRRR
RRRRRRRRRRR
R*. RR
RR. RR
RR RR
RR RR
RR RR
I
i
8888838888 9999999999
888338338388 999999999999 ~
88 83 99 99 ^
88 88, 99 99 %
88 83 9? 99 5
88888888 999999999999 £1
88888888 999999999999 5
88 88 99 »
88 88 99 »
88 83 99 99 %
883383883883 999999999999 »
8338883388 9999999999 ^
31
33
as
36
37
38
IB
40
41a
la
4B
17
48
19
"- a
E
9J
********************** **************** M
ACCT: A804ST ** £
** S(
**. E
** !!** «
** !1
** S
** M
M
M
U
71
72
73
71
ri
1111111111111111111111111111111 iiiiiiiiiiiiiiiii111111111111111niiiiiii11111.
JStXTj- y.
1030000999999000000999999 ********77777777 F>U1.0RDER*i;
3310503
3303190
11719283
11716220
3333190
3310500
11719240
11716190
IXTRACT/HASKING OPTION NOT PERFORMED:LROOOOQO
SEL000011;
******************************************************************************************************************************'11 STATIONS MET.STATION SELECTION'CRITERIA
**;
**
**
(PRIOR TO STATION.RESTRICTIONS)**
tt*
**
**
**;
**
i
************************************************************
033OOOO3O3
f**l PHI I"""*
JW DDDDDDDDD MM 11 8383338363 979999999?
DDDDDDDDDD MMM MMM 888893833888 9999999?99?9
DD DD MMM* MMM1 38 88 99 99
DD DD MM MM MM MM 38 88 99 99
•• -W »W
JS -M
JW WU JW
«W WWWM 4Mrf u wu uw jy
JUJ hUW
JW rfU
J JJJJJJJJJ
J JJJJJJJJJ
13 JJ
JJ,
a JJ
» JJ
JJ
JJ
JJ JJ,
JJ JJ
JJJJJJJJ
JJ JJJ J
» ?PPPPPPPPP?P-
a ?P ?P
it ' f* P P- sp »p
- pppppppppppp
3, PPPPPPPPPP?
» ?P
33 ' '
35 ' *
37
31
39
DD DD
DD DD
00 f>b
DD DD
DD DDDDDDDDDDDDDDDDDDDDD
0000000000
000090000000
90 00
00 00
00 00
00 00
00 00
00 00
00 00
00 00
000000000000
ooooooggoo
RRRRRRRRRRR
RRRRRRRRRRRR
RR RR
RR RR
RR RR
RRRRRRRRRRRR
RRRRRRRRRRR
RR RR
RR RR
RR RR
RR RR
RR RR
MM HHHH MM
MM MM MM
MM MM
MM MM
MM MM
MM MH
MM MM
MM MM
B8B3BB3B3B3
BBB3BBBB3BB3
BB 33
3B 33
BB B3
BBB3BB3B3B
BBB3BB3BBB
9B 33
BB 33
3B 83
BBB388BBBB33
SBB3B3333B9
iiilliiinllllliiin
ii
XXIIII
XIII.II
XIIIIIIIIIIIIIIIIIIIII
J0 ****************************************
47 »* AGENCY CODE: X,
4! ** ATTENTION: ????
« ** FORM. TYPE: DC61
« «* DATASET.NAME: S.PRINTD
44 **
7, **
« «* PRINTED:.08.30.00 27 HAY 98
88 S3
88338838
88838888
38 88
83 88
888833883883
8888388888
11
111
1111
11
11
11
11
11
11,
11
1111111111
1111131111
NN NN
NNN NN
NNNN NN
NN NN NN
NN NN NNNK NN NN
NN NN NN
NN NN NN
MN- NNNN
HH NNN
NM. NN
NN N
99 99
999999999999
999999??9999
99
99
99 99
9999999999?9
999999999?
2222222222
222222222222
22 22
22
22
22
22
22
22
22;
222222222222
2ZZZZ2222222
TTTTTTTTTTTT
TTTTTTTTTTTT
TT
TT
TT
TT
TT
TT
TT'rt
TT
TTi
STEPHEN p. TEALE DATA CENTER
USER CODE: MIDP
JOB ORIGIN:NCCIBM1
444
4444
44 44
44 44
44 44
44444444444
444444444444
44
44
44
44
44
DDDDDDDDDDDDDDDDDDD,
DD DD
DD DD
DD DD
DD. DD
DD DD
DD DD
DD DD
DDDDDDDDDD
DDDDDDDDD
8888888888 9999999999
883388838833 999999999999
88 83 99 99
88 88. 99 99
88 88 99 99
88838883 999999999999
83888883 999999999999
83 83 99
88 83 99
88 83 99 99
888383888888 999999999999
8338888888 9999999999
**************************************
ACCT: A834ST **
**
**
**
•**
**
**
**
u *F»^********»** *************************************************** ********************************************
50
SI - . " • " ' .
SI
S3 ;
w
K
1
re
»
3C
31
^334
£34
37
39
40
41
42
43
14
4S
41
47
48
4B
SO
SI
u
M
47
sa
BO
»t
U
SI
H
W
w
M
S
71
n
n
7!
«
«
«
«
*
*
*
•
•
•
•
•
•
•
•
•
•
•
•
. DAU 98/05/27 ^^
*RCLASS*ALL,
.1 330819/L- 1171622*-L: 331050/L 1171619*
-I 531050*1: 137192B/L:330819*L 1171 924/
JOS
.V 156LEVEL" (0,0), NOTIFY"! DP
**HOUTE PRINT N53.RT166 __
"JOBPARM — LINES-10 -
k* ******** ft ******* |t ***********************************
—-1
»
I
I Transmittal
Telephone: (R I
Project Number: f 03r~Q 3
^Please Reply D As Requested
DByU.S.Mail
yKfFor Your Use
Original Document: fcfwill NotFollow D Will Follow
TAC
c
c
ir
e
i
i
T
G 0
--S . \V
"t Sf <-* »2.1 M <? / 0 II
J I I
i 10225 Barnes Canyon Road, Suite£-112 San Diego, CA 92121
Phone (619) 457-0400; Fax (619) 558-1236
^
d^to
E
C
C
Subject: data
Date: Tue, 19 May 1998 08:15:51 -0700
From: Feroze Kanga <feroze@bat.water.ca.gov>
To: dbloom@ninyoandmoore.com
Attached are ground water levels & quality.
Jv1gw-aual.XLS-*• —i*^"^*"* •
Name: gw-qual.XLS
Type: Microsoft Excel Worksheet (application/vnd.ms-excel)
Encoding: base64
{3flgw-levels.xls
Name: gw-levels.xls
Type: Microsoft Excel Worksheet (application/vnd.ms-excel)
Encoding: base64
E
E
C
I
E
E
|y>n 5/19/98 8:41 AM
I
c
E
C
E
E
E
E
I
I
I
I
E
E
AREAL
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
ST WELL NO
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20D01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20F01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
DATE
4/5/57
10/7/57
4/12/58
12/3/58
3/14/59
11/18/59
3/4/60
11/1/60
4/5/61
4/10/62
11/11/62
4/11/63
11/15/63
4/14/64
10/28/64
4/16/65
10/26/65
4/6/66
10/24/66
4/25/67
10/23/67
5/6/68
10/24/68
5/8/69
10/30/69
4/22/70
10/21/70
4/20/71
10/20/71
12/5/72
10/17/73
10/3/56
12/3/58
3/14/59
11/18/59
3/3/60
11/1/60
10/19/61
4/11/63
11/15/63
10/26/64
4/16/65
4/6/66
10/24/66
10/24/68
11/1/60
4/6/61
10/19/61
4/10/62
11/11/62
4/11/63
11/15/63
10/26/64
4/16/65
10/26/65
4/6/66
AGENC
Y
%050\j\j*j<j
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
50g8
5050
NO_ME
A<; cttKrtrfV
9
1
1
1
1
9
1
1
1
1
1
e 1
QUES
MEAS
1
2
1
1
2
2
2
2
2
1
2
GR_TO
WAT
24
13.5
27.9
28.6
28.7
29
27.8
27.9
27.4
25.5
26
6.9
9.6
8.3
6.9
7.6
7.4
10.4
12.9
14.2
9.7
58
51.6
26.2
36.1
34.4
45.4
44.1
38.5
41.9
38.8
37.5
34.1
33.2
36.6
28.9
35.5
31.1
32.3
40.1
31.8
30.6
28.3
31.6
13.8
WATER
SURF
394.4
-999
404.9
-999
-999
-999
-999
390.5
-999
389.8
389.7
389.4
390.6
390.5
391
392.9
392.4
-999
-999
411.5
408.8
410.1
-999
411.5
410.8
411
408
-999
405.5
404.2
408.7
350.4
356.8
382.2
372.3
374
363
364.3
369.9
366.5
369.6
370.9
374.3
375.2
-999
367
374.7
368.1
372.5
371.3
363.5
371.8
373
375.3
372
389.8
G.S.EIev.
418.4
-999
418.4
-999
-999
-999
-999
418.4
-999
418.4
418.4
418.4
418.4
418.4
418.4
418.4
418.4
-999
-999
418.4
418.4
418.4
-999
418.4
418.4
418.4
418.4
-999
418.4
418.4
418.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
408.4
-999
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
I
E
E
E
E
C
E
E
E
E
I
Z05C2
Z05C2
205C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
Z05C2
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L01S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20L02S
12S01W20M01S
12S01W20M01S
12S01W20P01S
12S01W20P01S
12S01W20Q01S
12S01W20Q01S
10/24/66
4/25/67
10/23/67
5/6/68
10/24/68
5/8/69
10/30/69
4/22/70
10/21/70
4/20/71
10/20/71
12/5/72
10/17/73
10/9/74
10/3/56
4/4/57
10/7/57
4/12/58
12/3/58
3/14/59
11/18/59
11/1/60
4/25/63
11/14/63
4/14/64
10/26/64
4/1 6/65
10/26/65
4/6/66
10/24/66
4/25/67
10/24/67
5/6/68
10/24/68
5/8/69
10/30/69
10/21/70
4/20/71
12/5/72
10/17/73
10/3/56
4/4/57
10/3/56
4/4/57
10/16/56
4/4/57
5050
f050
oRnv w v
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
5050
1
1
1
1
1
1
1
4
4
2
2
2
2
2
2
2
1
1
4
4
4
4
4
4
4
4
1
17.7
3.9
10.7
14.1
19.4
4.2J
13.2
7.4
18.9
17.4
18.3
17.6
9.4
17.7
58.1
48
55
24
26.5
45.6
42.4
47.8
48.1
50
38
22
28.9
19.2
22.2
24
18.9
43.5
50.3
53.6
39
72.3
73.2
385.9
399.7
392.9
389.5
384.2
399.4
390.4
396.2
384.7
386.2
385.3
386
394.2
385.9
348.8
358.9
351.9
382.9
380.4
-999
-999
-999
361.3
364.5
359.1
358.8
356.9
-999
-999
368.9
384.9
378
387.7
-999
384.7
382.9
-999
388
-999
-999
364.3
357.5
352.7
367.3
381.7
380.8
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
403.6
406.9
406.9
406.9
406.9
406.9
-999
-999
-999
406.9
406.9
406.9
406.9
406.9
-999
-999
406.9
406.9
406.9
406.9
-999
406.9
406.9
-999
406.9
-999
-999
407.8
407.8
406.3
406.3
454
454
E
E Page 2
AREAL
Z04B1
2 0461
204B1
Z04B1
Z04B1
Z04B1
Z04B1
Z04B1
Z04B1
Z04B1
Z04B1
Z04B1
204 Bl
Z0481
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
Z04C1
204C1
Z04C1
Z04C1
Z04C1
Z04E1
Z04E1
Z04E1
Z04E1
Z04E1
Z04E1
Z04E1
204E1
204E1
Z04E1
Z05C2
Z05C2
-» mmm m
STA NUN
11S04U33F01 S
11S04U33F01 S
11S04W33F01 S
11S04W33F01 S
11S04U33F01 S
11S04W33F01 S
11S04U33F01 S
11S04U33G01SS
11S04U33G01SS
11S04U33G01SS
11S04U33G01SS
11S04U33G01SS
11S04U33G01SS
11S04U33G01SS
12S04U10D01 S
12S04U10E01 S
12S04U10F01 S
12S04U10G01 S
12S04W10G01 S
12S04U10G02 S
12S04U10G02 S
12S04U10G02 S
12S04U10G02 S
12S04U10G02 S
12S04W10G03 S
12S04U10G03 S
12S04U10K02 S
12S04U10H02 S
12S04U10H02 S
12S04U10H03 S
12S04U10H03 S
12S04W10J01 S
12S04W10J01 S
12S04U10J01 S
12S04U10J01 S
12S04W10J01 S
12S04U10J01 S
12S04U10J01 S
12S04W10J04 S
12S04W11E01 S
12S04U11L01 S
12S04U11H01 S
12S04U11P01 S
12S04W11Q01 S
12S04U33P01 S
12S04U34K01 S
12S04W35L01 S
12S04W36C01 S
12S04W36C01 S
12S04U36C01 S
12S04U36E01 S
12S04U36E01 S
12S04W36E01 S
12S04W36E01 S
12S01U20L01 S
12S01U20101 S
• ™
DATE
11/30/54
6/12/59
3/9/60
9/7/60
10/29/63
11/19/64
6/6/67
3/9/60
9/7/60
7/28/61
4/10/62
10/29/63
6/18/64
5/12/69
6/17/64
6/10/64
4/21/87
7/14/59
7/28/61
10/8/59
ft/7/60
8/15/60
9/7/60
7/28/61
10/16/53
10/8/59
7/14/59
8/15/60
7/25/62
10/29/63
11/19/64
1 1/30/54
7/14/59
9/7/60
7/28/61
4/10/62
10/29/63
4/21/87
4/21/87
6/18/64
6/15/87
6/15/87
6/10/64
6/15/87
8/25/54
4/26/61
8/25/54
7/14/59
9/6/60
7/27/61
1 1/29/54
7/14/59
9/6/60
7/27/61
4/5/57
5/24/71
• •
TIME
1130
1900
1330
1330
1430
1700
1520
•• —
SAMP C
5050
5050
5050
5050
5050
UTS W
LAB CO
5050
5800
5800
5801
5801
5801
5050
5800
5801
5050
5801
5801
5050
5050
5801
5050
5800
5050
5999
5800
5801
5050
5050
5999
5050
5801
5801
5801
5050
5050
5801
5050
5801
5801
5801
5801
5050
5801
5999
5050
5800
5050
5050
5050
5801
5050
5800
5050
MKJ
DEGREE
68
66
77
68
74
67
72
70
62
65
74
74
70
70
66
69
67
70
70
72
64
76
74
69
64
DEG_f
Y
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
OV
FLD PH
7.2
7.2
7
7
8
LAB PH
7.6
7.1
7.5
7.5
7.9
7.17:6
7.6
7.4
7.9
8
8.1
8.1
7.9
7.9
8.3
7.9
7.3
8
7.8
7.5
7.9
7.3
7.7
7.5
7.4
a
7.7
7.9
7.3
8.1
7.6
8
7.9
7.5
7.5
7.9
7.8
7.8
8.3
7.4
7.4
7.6
8
7.3
7.5
7.8
8.4
8.2
8
7.8
7.5
8
7.8
7.1
7.9
FLD_EC
2800
2800
2800
3190
3400
1450
LAB EC
2750
2706
2546
2604
2080
2300
2513
1542
1532
1525
1500
1460
1513
1486
2950
1808
2670
1918
1990
2118
1968
1990
2145
1820
1100
2430
2520
2128
1950
1809
2105
2070
1825
2780
2780
1650
3170
3450
1730
1540
2470
2240
2240
2235
3575
1900
2551
2880
2054
3700
895
1635
1"" W
CA
153
137
167
109
122
156
85
63
60
65
73
196
107
180
112
108
123
124
112
121
128
128
92
128
87
177
174
130
108
103
128
110
92
201
201
64
224
250
78
96
164
122
116
82
137
54
132
149
57
194
47
117
!*• •*"» V
MG
59
70
38
52
60
57
34
35
44
43
38
68
49
82
51
68
51
55
59
57
52
55
58
56
28
83
88
60
58
40
63
47
55
99
99
56
116
116
62
46
93
50
54
74
106
66
68
80
70
108
25
59
DISS 0
k*a_=^^P
FLOW GAGE H
V^.
DEPTH
5-1
5102
24
30
18
34
33
23
43
21
38
27
20
41
29
10
23
29
4
26
30
22
30
25
20
12
31
52
25
31
W^^B
HA
300
308
297
280
275
290
187
182
195
185
175
390
200
285
179
199
190
196
206
210
230
204
195
206
115
290
282
435
212
202
212
217
225
250
250
220
295
330
200
148
192
294
280
279
573
281
344
343
273
451
97
140
En
K
3
4
9
2
4
3
6
1
4
3
3
6
4
2.5
2
3
2
2
2
6
3
2
3
2
5
3
6
3
3
8
3
4
2
4
4
5
9.4
8.5
3
6.9
8
3
2
2
19
1
5
5
5
11
2
4
CAC03
298
228
290
307
210
245
314
179
165
120
139
155
170
182
354
248
316
239
260
161
254
176
267
265
246
204
212
212
119
323
299
261
245
192
255
227
213
294
294
276
384
342
226
153
143
310
328
295
235
290
308
283
276
295
176
231
S04
86
78
96
106
//i
115
56
67
77
69
70
248
66
288
105
117
131
121
126
133
130
101
100
118
312
131
74
120
105
107
107
112
113
260
260
49
257
288
62
89
290
176
193
202
344
190
252
301
180
399
56
229
-mm
CL
640
690
617
628
541
571
575
387
362
369
337
362
357
333
684
420
558
404
429
415
439
462
426
433
450
460
404
439
99
664
718
480
438
411
489
411
433
643
643
379
704
830
424
359
503
466
390
449
1025
369
554
628
398
869
140
261
— ••
FL
0.5
0.3
0.4
0.2
0.2
0.7
0.4
0.2
0.4
0.6
0.6
0.2
0.8
0.8
0.3
0.5
0.6
0.4
0.5
0.6
0.6
0.7
0.7
0.5
0.1
0.4
0.4
0.6
0.7
0.5
0.6
0.2
0.2
0.8
-0.8
0.6
0.6
0.8
0.4
0.6
0.1
0.8
0.1
0.6
0.5
0.5
0.6
0.6
0.6
0.7
0.7
0.7
r—m
N03
2.5
0
0
0
0
5
0
0
2.2
2.5
0.8
42
4.9
16.2
0
13
0.2
0
0.2
1.5
1.5
0
3
0.2
1
0
0
1
4.5
0
9.3
0
0
1.8
1.8
0
6.2
0.8
0
0.2
77
14
51
4.8
0
27
3
17
0
14
0
28
w-i
B
0.44
0.38
0.6
0.67
0.59
0.64
0
0.44
0.38
0.34
0.36
0.6
0.28
0.2
0.29
0.16
0.08
0.56
0.28
0.21
0.13
0.3
0.34
0.34
0.21
0.46
0.12
0.39
0.45
0.2
0.2
0.38
0.3
0.4
0.31
0.2
0.27
0.48
0.45
0.47
0.32
0.26
0.32
0.25
0.33
0.22
0
0.1
TDS
1802
1730
1680
1336
1428
1520
1025
818
916
950
846
1726
1160
1630
1244
1137
1290
1361
1240
1291
1215
1248
748
1760
1732
1275
1236
1042
1342
1158
1122
1600
1600
992
1860
2020
1072
862
1810
1390
1358
1346
2442
1053
1620
1872
1244
2362
570
1035
TDS T
5
8
8
8
8
8
8
5
8
8
8
8
8
8
8
8
8
8
5
5
8
8
8
8
8
5
8
5
8
8
8
8
8
8
8
8
8
8
5
5
8
8
5
8
5
6
5
8
8
8
HARD
624
63
573
600
486
551
624
352
330
303
30
33
339
339
769
469
7B6
489
549
517
536
522
537
550
534
546
468
550
332
784
797
57
508
422
579
468
45
908
90
39
104
110
45
42
79
51
51
509
779
40
60
70
43
92
22
53
^~^~9^
TURB
4
38
38
TURB C
A
A
A
MUD
R
OVER"
V
^^CH
N "
J^WI^^
TY
J7
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
37
1 VB
SAMP N
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
3288
000001
000001
000001
000001
1
000001
000001
000001
000001
0000011
000001
000001
000001
000001
000001
000001
000001
000001
000001
3287
32870
000001
32910
32930
000001
32920
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
000001
3593
Transmittal
E
E
C
c
c
c
I
I
Original Document:
For Approval
D Will Not Follow
D ForYourUse
D Will Follow
° As Requested
O By Other
or
E
10225 Barnes Canyon Road, Suite A-112, San Diego, CA 92121
Phone (619) 457-0400; Fax (619) 558-1236
^ Kr^^fik§
L :v•<\ -A w \%Vi^Vn.,..»^^\^>*^x SchJ1
^^•X^'
^ \ vlOtarv Ywv \r«W\
MM V^V^?Si//3%\ ia \ w.\^
9\xfcS«M«
iJLU/
E
c
c
c
c
Transmittal
c
c
Fax:
Telephone: V (j ") - L^
Document Name:
D Urgent
Original Document:
AH
For Approval
Will Not Follow
"For Your Use
D Will Follow D By US. Mail
As Requested
D By Other
w\V>eviKA> PNJrtr
EX-ACv/A-
i
c
10225 Barnes Canyon Road, Suite A 112 San Diego, CA 92121
Phone (619) 457-0400; Fax (619) 558-1236
I
IOf CALIFORNIA • CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY PETEWILSOM
FORNIA REGIONAL WATER QUALITY CONTROL BOARD
01 EGO REGION
-iON& (6191 -*67-2flS2
C
E
FILE REVIEW REQUEST AND APPROVAL FORM
• '.. : and
STATEMENT OF RESPONSIBILITY •' ' '
. - FOR THE' USE OF STATE RECORDS.
Tii request fccurtJs/Mlcs I'or review, please complete Sccitmij I ;»ul II :ind submit uvltej;ion;il ll<wird scii'l'lor prgc«sinu. On
llie h:ick p;igc. Mart' complete* Seai'mi III :ii \h<i start ;ind ii|wii conipktitui of rcvj^v «i" the Simuillt: rwortls/llfcs rcquosicd.
Atsii »Hi liw !y«:k [v.yc is Section IV. ;i Scnm* Sticvcv ;itt you uyctnnplcic. Alilumjjli ii i^ n|ni(>n;il. the iiilyntniutiii you
provide vvi'l Uc oscd 1*> suii'l'm inipuivc tin: i|u;tluy (ir,-k-.r\'icc in pi avid in;; requested inliii'ounion 10 I lie puNic.
We iipprcciiitc everyone's coopcrmion in maintaining ihe iiucgrity of our records and Hies.
1. File Review Request Form : '
r\ f~^ ' i
Ucqucstor's -Name T5^€^ VAMIV? V^-<A^\C Date S//8
A(Ulfcss_/(\LT-r
c
c
CUv State CA.
AfTUtntiou Phono
UB Stun* Contact
Type «f UcctirU: Documcitt(s)!'ilc(s)
i ate & Time of Request
Audio TiipeOO Olher_
Reoird Nd 2 'I'iile
Ki.xnut N:u t Tiile
Ktxivtl N<i. 4 'Hilc' _^______^^^
Itr Ke\iv'\v 11)' Kcconlf*)
J-'ilc Nit.
It. Siiitci«Ctit-ttr RcgjHinsihiliU* for Use of Stallt*J^cfrords nigquestur rends and sign*)
1 tmtknciiivj «m) a^rcc to ilic pnH.-al»iiVS OIK! rules listed in the Notice dated Aujitisi 15.19%. "Revived I'rfwcduros lor
Review «l" kcgioratl Itinird l-'ilw.-*". I Timlicr mulcrstand iliiit any 'inrntciinns of the rule* may rvsuU in roarwiipiw w>
iKtx'SS (o
Dale
Form KWW