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Telephone Flat Geothermal Development Project Final EIS/EIR
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3.2 Hydrologic and Geothermal Resources
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3.2.1 Regulatory Framework
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California Regional Water Quality Control Boards
(RWQCB) are responsible for protecting surface
water and groundwater quality in California, with
oversight from the California State Water Resources
Control Board (SWRCB). These responsibilities and
authorities are established by the Porter-Cologne
Water Quality Control Act of 1970 as amended
(Porter-Cologne). Porter-Cologne provides for
aesthetic values, fish and wildlife preservation, water
reclamation, and comprehensive planning and
regulation to attain the highest “reasonable” water
quality in consideration of conflicting demands.
Porter-Cologne also directs each Regional Board to
“formulate and adopt water quality control plans for
all areas within the region.” A water quality control
plan is defined as having three components: (a)
beneficial uses which are to be protected; (b) water
quality objectives which protect those uses; and (c)
an implementation plan which accomplishes those
objectives. Two policies of the SWRCB that are
applicable to RWQCB oversight of the proposed
Project are:
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- State Water Board Resolution 68-16, Statement
of Policy with Respect to Maintaining High
Quality of Waters in California, which prohibits
a Discharger from reducing the quality of surface
or groundwater even though such a reduction of
water quality may not directly impact beneficial
uses associated with the water body; and
- State Water Board Resolution 88-63, which
specifies that except under specific defined
exceptions, all surface and groundwater of the
State are to be protected as existing or potential
sources of municipal and domestic supply.
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The area of the Proposed Action falls under the
jurisdiction of the Central Valley RWQCB. Proposed
Project aspects that are regulated by the RWQCB
include:
- Impacts to surface waters from the erosion of
soils disturbed during construction of the power
transmission line, roads, and well pads;
- Accidents and spills of material and fuels
transported to either project and/or off-site for
disposal;
- Emissions of contaminants to air and their
deposition upon the land or water (fallout).
- Monitoring of groundwater and surface water
quality;
- Drill site waste management including mud
sumps, test pits, fuel storage, etc.; and
- Pipeline leaks and breaks.
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The Project Applicant would be required to submit a
Report of Waste Discharge, and the Project would
need the approval of the Central Valley RWQCB
prior to discharging fluids to the sumps. Additional
permits that may be required by the Central Valley
RWQCB include: (a) Construction Stormwater
NPDES permit during construction; (b) General
Industrial Stormwater NPDES permit during
operation, and (c) Fuel Storage permit for a single
above ground tank over 660 gallons, or for multiple
above ground tanks over 1,320 gallons cumulative. A
Fuel Storage permit would include requirements for
the development of a Spill Prevention Control and
Countermeasure Plan.
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Underground Injection Control Program:
Injection of spent geothermal fluids into injection
wells is regulated by the U.S. Environmental
Protection Agency (EPA) consistent with
Underground Injection Control (UIC) Program
requirements. The UIC Program of the EPA is
charged with the mission of protecting underground
sources of drinking water (USDWs) by regulating
injection practices (40 CFR §§144 and 146). The
injection wells for the Proposed Action would be
classified as Class V geothermal injection wells
(40 CFR 146.5(e)(12)).
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The EPA’s UIC Program would focus on several
areas of concern to verify and document that the
Project injection wells will not endanger USDWs
(Written Communication to Randall Sharp,
USFS/BLM from Karl Kanbergs, Federal Activities
Office, EPA; March 13, 1998). The major areas of
injection well requirements for protection of water
sources, include mechanical integrity, area of review,
financial responsibility, injection pressure
limitations, and confining zone and related geology
review (40 CFR 146).
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The BLM acts on behalf of the EPA for permitting,
monitoring, and ensuring proper construction and
maintenance of injection wells. The BLM also
permits and monitors geothermal production wells.
General guidance for well drilling, completion,
testing, and abandonment of geothermal wells is
provided in Geothermal Resource Operational (GRO)
Order Nos. 1 through 3 (see Section 1.7.2). In addition,
Draft GRO Order No. 5 requires that a Plan of
Injection or Disposal (POI) be prepared by a
geothermal project applicant prior to the injection or
disposal of geothermal effluent or associated
byproducts. The POO for Utilization and Disposal
submitted to the BLM by CEGC indicates that a
detailed POI will be prepared and submitted to the
BLM after injection well drilling and testing has been
partially completed (CEGC 1997a). The BLM would
require the Project Applicant to meet standard
injection well procedures and requirements which
would be incorporated into the injection well permits
issued by the BLM (Personal Communication —
Rich Estabrook, Petroleum Engineer, BLM, Ukiah,
California; March 24, 1998). Injection well
monitoring requirements typical of those which
would be required are provided as Exhibit 6 to this
EIS/EIR.
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Clean Water Act:
The Clean Water Act is a 1977 amendment to the
1972 Federal Water Pollution Control Act which set
the groundwork for regulating pollutant discharges
into U.S. waters. The Clean Water Act makes
discharging pollutants from a point source to
navigable waters illegal without a permit. The Clean
Water Act amendments of 1977 were aimed at toxic
pollutants. The Clean Water Act allows the EPA to
delegate administrative and enforcement aspects of
the law to state agencies. In the area of the Proposed
Action, the Central Valley RWQCB administers and
enforces the Clean Water Act.
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Section 404 of the Clean Water Act establishes the
federal authority to regulate activities in wetlands.
Under Section 404, jointly administered by the U.S.
Army Corps of Engineers and the EPA, the discharge
of material into waters of the United States, including
wetlands, requires a permit from the Corps based on
regulations developed in conjunction with EPA
(Section 404(b)(1) guidelines).
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Modoc National Forest Land and Resource
Management Plan:
The Modoc National Forest Land and Resource
Management Plan (LRMP) (USFS 1991) provides
direction for implementing the Forest’s management
practices and activities (see Section 1.7). The LRMP
management direction that is specifically applicable
to this Hydrologic and Geothermal Resources
analysis, and potentially relevant to the proposed
Project, includes the Water, Riparian Areas,
Minerals, Geology, and Soils resource guidance
provided in the Forest Standards and Guidelines,
Management Prescriptions, and Management Area
Direction sections of the LRMP.
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3.2.2 Affected Environment
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The local study area for hydrologic and geothermal
resources is the Medicine Lake basin within the
caldera of the Medicine Lake Highlands and the area
extending to the south of Payne Springs, Blanche
Lake, and Bullseye Lake. For both hydrology and
geothermal resources, the regional study area is the
area bounded by Tule Lake to the north, the east
flank of Mt. Shasta to the west, the Pit River to the
south, and Tionesta to the east. The major geologic
structural features and geologic map relevant to this
hydrologic assessment and the approximate
boundaries of the regional study area are shown on
Figure 3.2.1.
3.2.2.2 Study Methods
This description of the affected environment was
compiled from a variety of sources including
Baseline Hydrogeology Evaluation Report for
Telephone Flat Geothermal Project, Medicine Lake,
California (Weiss 1997; provided as Appendix A);
published literature and unpublished reports,
including Comparative Isotope Hydrology Study of
Groundwater Sources and Transport in Three
Cascade Volcanoes of Northern California (Davisson
and Rose 1997) and Preliminary Chemical and
Isotopic Data for Waters from Springs and Wells on
and near Medicine Lake Volcano, Cascade Range,
Northern California (Mariner et al. 1998; provided as
Appendix B); communications with scientists who
have studied the hydrologic and geothermal resources
of the Medicine Lake area: Bob Mariner (USGS),
Ross Denton (Mesquite Group), Lee Davisson
(Lawrence Livermore National Laboratory), and Joe
Iovenitti (Weiss Associates); and a site visit to the
Medicine Lake Highlands and to the Fall River
Springs area.
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The description of the affected environment that
follows is divided into four parts: Geothermal
Resources, Local Surface Water, Local Groundwater,
and Regional Hydrology.
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3.2.2.3 Geothermal Resources
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Material reviewed for the description of the affected
environment for geothermal resources included the
Weiss (1997) baseline hydrogeology evaluation for
the proposed Project, published data on the Medicine
Lake volcano and the geothermal resource, and
proprietary subsurface data on file with the BLM.
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The area of the Proposed Action is located within the
Glass Mountain Known Geothermal Resource Area
(KGRA). The geothermal resource potential of the
Glass Mountain KGRA has been explored since the
early 1980's and may have an electricity potential as
high as 500 MW over a 30-year period (USFS and
BLM 1984)
1. An additional geothermal power project
has been proposed at Four Mile Hill, approximately
5 miles (8 km) northwest of the proposed power plant
site.
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A geothermal resource may be defined as a
concentration in the natural heat of the earth, close
enough to the surface that it can be extracted and
utilized economically. In order for a geothermal
resource to be a viable energy source, the following
are required:
- shallow concentration of heat energy;
- a working fluid (steam or water) to bring the heat
near to the surface for utilization;
- a permeable subsurface geothermal reservoir;
and
- a lithologic and/or hydrothermal alteration seal
around the reservoir.
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All of these conditions are met in the Telephone Flat
Project geothermal system. This geothermal system is
a liquid-dominated, possibly two-phase (boiling
liquid and vapor) hydrothermal system related to
shallow and recent silicic intrusions (Donnelly-Nolan
1988). Geothermal reservoir characteristics for the
Proposed Action, as reported by CEGC, are provided
in Chapter 2 of this EIS/EIR (see Section 2.2.4.2 and
Table 2.2.3).
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The only surface manifestation of the geothermal
activity in the Medicine Lake Highlands area is a pair
of fumaroles known as the Hot Spot located
approximately 2.5 miles (4 km) northeast of the
proposed power plant site at the north edge of Glass
Mountain. Weiss (1997) referenced a U.S. Geological
Survey (USGS) study, Mariner (1997), in which
gases from this Hot Spot were sampled and analyzed
and found to consist of steam and very dilute
amounts of carbon dioxide. This gas vent may result
from meteoric water infiltrating and being
conductively heated by the rocks of the geothermal
system until vaporization occurs and the heated water
vapor escapes (Weiss 1997).
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Twenty-four intermediate depth temperature gradient
holes and four exploration wells have been drilled in
and around the area of the Proposed Action
(Figure 3.2.2) to measure the temperature gradient
and identify the lithology in the coreholes. The
temperature gradient holes were drilled by Unocal,
Phillips Petroleum, and Occidental Geothermal
between 1981 and 1984. In 1984, Phillips Petroleum
and Occidental Geothermal drilled a deep exploration
well, GMF 17A-6. Unocal drilled three additional
deep exploration wells between 1985 and 1989, GMF
31-17, GMF 87-13, and GMF 68-8. Well GMF 31-17
was deepened in 1991. In 1993, CEGC acquired all
the geothermal rights held by Unocal in the Medicine
Lake Highlands.
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The 24 temperature gradient holes range in depth
from 600 to 4,009 feet below ground surface (bgs)
(183 to 1,222 m bgs). The four exploration wells
range in depth from 3,110 to 9,619 feet bgs (948 to
2,932 m bgs). Three of the four exploration wells are
productive; GMF 17A-6 is not.
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Rocks in contact with geothermal fluids may have
anomalously low resistivities due to changes caused
by the hot water such as clay alteration or increased
salinity. Geophysical methods such as Schlumberger
soundings measure the electronic resistivity of rocks
and can identify potential geothermal resource areas.
Zohdy and Bisdorf (1990) conducted Schlumberger
soundings within the Medicine Lake basin. Their
results show shallow, low resistivity (high
conductivity) anomalies near Medicine Lake and
along the west, southwest, and eastern rim of the
Medicine Lake basin. These resistivity anomalies are
interpreted to be a composite of the thermal anomaly
and the shallow groundwater in the area.
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Figure 3.2.3 shows the elevation of the 100° F (38° C)
isotherm based on data from the temperature gradient
holes and exploration wells. This isotherm has been
chosen as representative of the top of the Telephone
Flat geothermal system (Weiss 1997). The elevation
of the 100 F isotherm in the area of the Proposed
Action is about 5,900 feet (about 1,800 m) which is
approximately 1,000 feet bgs (about 300 m bgs). The
Weiss (1997) hydrology baseline report lists in
tabular form the depth and elevation of the 100° F
temperature data for the temperature gradient holes
and the exploration wells.
Lithologic logs from temperature gradient holes and
deep exploration wells indicate that a thick (up to
1,400-foot (427-m)) unit made up of rhyolite-dacite
flows occurs throughout the Medicine Lake Basin
starting at depths of 1,450 to 2,000 feet bgs (442 to
610 m bgs). Intense clay alteration coincides with the
rhyolite-dacite unit. Together, the rhyolite-dacite unit
and the hydrothermal alteration are known informally
as the “capping rhyolite” and form the impermeable
cap rock that prevents the upward movement of the
geothermal fluid and is a necessary feature of any
economically feasible geothermal resource.
Figure 3.2.4 provides a generalized lithologic profile
for well GMF 31-17, which shows this “capping
rhyolite” in the Project wellfield. The occurrence of
clay alteration at the top of the geothermal reservoir
is widespread throughout Medicine Lake Highlands,
having also been identified at the Four Mile Hill
Geothermal Project (BLM et al. 1998). At Four Mile
Hill, an 800- to 1,100-foot (244 to 335-m) sequence
of extensively altered lithic tuff was observed in two
different temperature gradient wells approximately
2 miles (3.2 km) apart. In both holes, the tuff
exhibited highly impermeable formation conditions.
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Further evidence for the impermeable cap rock that
acts as a barrier to movement of geothermal fluids
upward is found from the temperature gradient
observed in temperature gradient holes. The
temperature profiles are steep through the cap rock,
indicating highly conductive rocks.
Figure 3.2.4
shows the temperature gradient (temperature increase
per unit of increasing depth) measured in
GMF 31-17, a deep well drilled in the Project
wellfield. The upper portion of the temperature
gradient curve, above the “capping rhyolite,” is steep,
with little increase in temperature with increasing
depth. Steep temperature gradients such as this
indicate that fluids are moving vertically through the
rock, mixing and keeping temperatures relatively
uniform. However, in the “capping rhyolite,” the
temperature gradient increases substantially. This
substantial increase in temperature with increasing
depth indicates that there is little or no vertical
movement of water through this sequence of rock,
and that heat is being transferred through the rock by
conduction, rather than through the movement of
water by convection. Below the “capping rhyolite,”
the temperature gradient curve begins to steepen
again, which indicates that the geothermal reservoir,
in which heat is again transferred vertically through
the movement of water by convection, has been
penetrated. Similar temperature gradient profiles are
seen in the other Project wells and in the Fourmile
Hill Project well (BLM et al. 1998).
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The geochemistry of the geothermal fluid in the area
of the Proposed Action has been analyzed.
Table 3.2.1 shows the water chemistry from well
87-13 sampled in 1989 and in 1991 (Personal
Communication — Dale R. Schuster, CEGC,
September 17, 1997). In Table 3.2.1, both the
analytical results reported by the laboratory and the
flash corrected results are shown. The samples were
collected after steam had been flashed away. For the
10/13/91 sample, the steam fraction was reported at
19.8 percent. For this sample, the flash corrections
were made by dividing each concentration by 1.198
to account for the concentration that would have
occurred pre-flash. These analyses show that the
geothermal reservoir groundwater is enriched in
silica, sodium, potassium, chloride, sulfide, boron,
arsenic, and other trace elements relative to the
surface water and shallow groundwater in Medicine
Lake Basin.
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Stable isotope signatures of the geothermal fluids at
Medicine Lake have been measured. Weiss (1977)
reported data from CEGC provided in
Table 3.2.2
from two geothermal wells within the proposed
Project wellfield. These waters, on a plot of delta
deuterium versus delta oxygen-18 ( D vs. 18O), show
a shift in delta oxygen-18 values away from the
meteoric water line toward primary magmatic waters.
This delta oxygen-18 shift, which is common in
geothermal waters worldwide, indicates
intermingling and exchange between meteoric water
and hot igneous rocks (Taylor 1979).
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Other thermal features within the region surrounding
Medicine Lake Highlands include Little Hot Springs
located at the southeastern edge of the Whitehorse
Mountains, approximately 25 miles (40 km)
southeast of Medicine Lake. Little Hot Springs
occurs along northwest-southeast trending Basin and
Range style faulting (Leivas et al. 1981) and is not
related to the geothermal system at Medicine Lake
Highlands (Weiss 1997).
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Table 3.2.1: Geochemistry of the Geothermal Water from Well 87-13
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Parameter (units)
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Laboratory Results
10/13/91 samplea
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Flash-Corrected Results
10/13/91 sample
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Flash-Corrected Results
11/6/89 sampleb
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Laboratory Limits of Detection
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pH
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8.5
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8.5
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8.6
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NR
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Conductivity (µmhos/cm)
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3,600
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3,005
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NR
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1.0
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Total Dissolved Solids (mg/l)
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2,800
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2,337
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NR
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10
Alkalinity (as CaCO3):
Total (mg/l)
Bicarbonate (mg/l)
Carbonate (mg/l)
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100
33
70
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83
28
58
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NR
49
NR
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10
10
10
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Bromide (mg/l)
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ND
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ND
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NR
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10
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Chloride (mg/l)
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1,300
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1,085
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1,012.2
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1.0
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Sulfate (mg/l)
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55
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46
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46.9
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1.0
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Fluoride (mg/l)
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0.89
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0.74
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NR
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0.1
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Sulfide (mg/l)
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2.4
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2.0
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NR
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1.0
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Nitrate, as N (mg/l)
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ND
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ND
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NR
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0.03
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Total Phosphorus, as P (mg/l)
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1.8
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1.5
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NR
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0.02
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Aluminum (mg/l)
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0.71
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0.59
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NR
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0.1
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Antimony (mg/l)
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ND
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ND
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NR
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0.1
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Arsenic (mg/l)
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0.72
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0.60
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NR
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0.005
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Beryllium (mg/l)
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ND
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ND
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NR
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0.02
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Boron (mg/l)
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12
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10
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NR
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0.1
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Cadmium (mg/l)
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ND
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ND
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NR
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0.02
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Calcium (mg/l)
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5.2
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4.3
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7.9
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0.5
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Chromium (mg/l)
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ND
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ND
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NR
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0.02
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Cobalt (mg/l)
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ND
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ND
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NR
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0.05
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Iron (mg/l)
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0.43
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0.36
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NR
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0.05
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Lead (mg/l)
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ND
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ND
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NR
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0.002
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Lithium (mg/l)
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2.6
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2.2
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3.1
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0.1
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Magnesium (mg/l)
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ND
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ND
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0.1
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0.5
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Manganese (mg/l)
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ND
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ND
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NR
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0.02
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Mercury (mg/l)
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ND
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ND
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NR
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0.0005
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Molybdenum (mg/l)
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ND
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ND
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NR
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0.05
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Nickel (mg/l)
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ND
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ND
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NR
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0.05
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Potassium (mg/l)
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92
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77
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107.7
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0.5
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Selenium (mg/l)
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ND
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ND
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NR
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0.005
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Silica (mg/l)
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530
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442
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582.3
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0.1
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Sodium (mg/l)
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530
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442
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632.0
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0.5
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Strontium (mg/l)
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0.03
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0.025
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NR
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0.1
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Thallium (mg/l)
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ND
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ND
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NR
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0.2
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Vanadium (mg/l)
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ND
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ND
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NR
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0.05
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Zinc (mg/l)
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0.033
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0.028
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NR
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0.02
ND = NOT DETECTED
NR = NOT REPORTED
a CEGC (written communication -Dale R. Schuster, CEGC, September 17, 1997)
b BLM et al. 1995
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Table 3.2.2: Stable Isotope Data From the Telephone Flat Project Geothermal Reservoir Fluid
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Sample Number
(Assigned by Weiss 1997)
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Delta Oxygen-18 (per mil)
( 18O)
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Delta Deuterium (per mil)
( D)
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ML-88-50
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-9.03
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-94.82
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ML-88-51
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-8.81
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-97.07
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ML-88-52
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-8.71
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-94.31
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ML-88-53
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-8.37
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-96.08
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Source: Weiss 1997
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3.2.2.4 Local Surface Water
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The Medicine Lake Highlands area is notable for its
general lack of permanent surface water drainages.
The volcanic rocks that make up the Highlands are
very permeable causing surface water to infiltrate
below the surface before it travels very far.
Permanent surface water features within the
Medicine Lake Basin include four lakes (Medicine
Lake, Little Medicine Lake, Bullseye Lake, and
Blanche Lake); six springs or spring groups (Paynes
Springs I, II, and III; Schonchin Spring; Crystal
Spring; and an unnamed spring or spring group); and
two perennial streams emanating from springs
(Figure 3.2.5). The perennial stream associated with
Crystal Springs flows into Medicine Lake. Paynes
Creek is a perennial stream resulting from Paynes
Springs I and II which flows for approximately 1.5
miles (2.5 km) and then disappears beneath the
surface. There are also a number of small seasonal
lakes and streams that occur annually, resulting from
snow melt.
Table 3.2.3 lists the permanent surface
water features in Medicine Lake Basin and their
elevations.
There are no permanent lakes, springs, or streams
within the proposed Project wellfield. Seasonal lakes
within the Project wellfield include one in Alcohol
Crater, one northwest of Alcohol Crater, and one at
the southwest edge of Glass Mountain. The closest
permanent surface water feature to the Project
wellfield is Blanche Lake, approximately 2,500 feet
(762 m) south of the southernmost proposed well pad
(16-18/87-13).
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Table 3.2.3: Elevation and Uses of Surface Water Features in the Medicine Lake Highlands
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Surface Water Feature
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Elevation
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Surface Water Usesc
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Medicine Lake
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6,676 ft (2,035 m)a
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Domestic Use, Recreation, Fish Habitat
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Little Medicine Lake
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6,682 ft (2,037 m)a
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Recreation, Fish Habitat
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Bullseye Lake
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6,742 ft (2,055 m)a
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Recreation, Fish Habitat
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Blanche Lake
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6,735 ft (2,053 m)a
|
Recreation
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Paynes Spring I
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6,558 ft (1,999 m)b
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Paynes Creek: Recreation, Fish Habitat
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Paynes Spring II
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6,471 ft (1,972 m)b
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Paynes Creek: Recreation, Fish Habitat
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Paynes Spring III
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6,678 ft (2,035 m)b
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Seep Only — No Identified Use
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Schonchin Spring
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6,820 ft (2,079 m)b
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Domestic Use
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Crystal Spring
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6,860 ft (2,091 m)b
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Crystal Spring Creek: Domestic Use, Recreation, Fish Habitat
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Unnamed (private) Spring
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6,700 ft (2,042 m)b
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No Identified Use
a USGS Topographic Map, 7.5 Minute series, Medicine Lake Quadrangle California, Siskiyou County, 1988 Provisional Edition
b Schneider and McFarland 1996
c USFS and BLM 1994
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Water quality of lakes in the Medicine Lake
Basin has been monitored by the USFS
(Medicine Lake, 1971-1986), by CEGC
(Medicine Lake, Little Medicine Lake,
Bullseye Lake, and Blanche Lake, 1984),
and by the USGS (Medicine Lake, Little
Medicine Lake, Bullseye Lake and Blanche
Lake, 1992).
Table 3.2.4 presents water
quality analyses for Medicine Lake. The
water quality is very good, with a low
concentration of total dissolved solids
(TDS).
The USGS (Schneider and McFarland 1996)
reported that Medicine Lake temperatures in
September 1992 ranged from 57° F (14° C) at
the surface to approximately 39° F (4° C) at
depths greater than 70 feet (21 m).
Dissolved oxygen concentrations in
Medicine Lake were a constant 8 mg/l to a
depth of 40 feet (12 m), then increased to
10.5 mg/l, and dropped to 7 mg/l at 80 feet
(24 m). The pH was relatively constant with
depth, between 6 and 7 (pH units). Specific
conductance was relatively constant with
depth at approximately 21 microsiemens per
centimeter (µS/cm).
The USFS reported that Medicine Lake had
elevated levels of fecal coliform at sampling
points adjacent to campgrounds and the
public beach in 1982 and 1983. This was
attributed to leaky vault toilets that were
later replaced and fecal coliform
concentrations were lowered in the Lake
(USFS 1984).
Water quality in Little Medicine Lake,
Bullseye Lake, and Blanche Lake is
presented in
Table 3.2.5. All of the lakes
have good water quality with TDS
concentrations of 12-24 mg/l. The USGS
(Schneider and McFarland 1996) reported
that Little Medicine Lake has a maximum
depth of 25 feet (8 m), and had temperatures
ranging from 58-60° F (14.5-15.5° C),
dissolved oxygen concentrations ranging
from 7.2-8.3 mg/l, and pH ranging from
7.2-7.5 (pH units). Blanche Lake has a
maximum depth of 1.5 feet (0.5 m) and had
temperatures ranging from 62-64° F
(16.9-17.9° C), dissolved oxygen
concentrations ranging from 7.6-8.0 mg/l,
pH ranging from 5.9-6.7 (pH units), and
specific conductance ranging from
14-15 µS/cm (Schneider and McFarland
1996). Bullseye Lake has a maximum depth
of 8.2 feet (2.5 m) and had temperatures
ranging from 56-58° F (13.6-14.6° C),
dissolved oxygen concentrations ranging
from 7.5-8.5 mg/l, pH ranging from 6.9-7.0
(pH units), and specific conductance
consistently at 15 µS/cm (Schneider and
McFarland, 1996).
|
|
Table 3.2.4: Medicine Lake Water Quality Data
|
|
Parameter
|
1971-1972
|
1982
|
1983
|
1983
|
1983
|
1984
|
1986
|
Temp °F (°C)
|
32 -66 (0-19)
|
NR
|
NR
|
NR
|
NR
|
NR
|
NR
|
Dissolved Oxygen (mg/l)
|
5.0-11
|
6.7-8.8
|
NR
|
NR
|
5.4-7.7
|
6.4-7.9
|
6.3-7.2
|
pH (pH units)
|
6.7-7.4
|
7.1-7.9
|
5.7
|
NR
|
6.7-7.3
|
6.5-7.4
|
6.3-6.9
|
Turbidity (JTU)
|
0.14-3.0
|
0.2-0.4
|
NR
|
NR
|
0.2-1.0
|
0.3-0.4
|
0.2-0.3
|
Total Phosphorus (mg/l)
|
0.07
|
0.009-0.032
|
NR
|
NR
|
0.005-0.028
|
0.004-0.026
|
<0.04
|
Alkalinity (mg/l)
|
<17
|
0.2-10.2
|
NR
|
NR
|
5.4-6.3
|
5.4-6.2
|
6-7
|
Fecal Coliform (MPN/100 ml)
|
0-2
|
<2.2-110
|
NR
|
NR
|
<2.2->16.0
|
<3-4
|
<2
|
Secchi Disc Depth ((inches (cm))
|
NR
|
234-342 (594-869)
|
NR
|
NR
|
234-414 (594-1,052)
|
270-306 (686-777)
|
353-378 (897-960)
|
Calcium (mg/l)
|
NR
|
NR
|
1.1
|
<1.0
|
NR
|
NR
|
NR
|
Magnesium (mg/l)
|
NR
|
NR
|
0.44
|
<1.0
|
NR
|
NR
|
NR
|
Sodium (mg/l)
|
NR
|
NR
|
0.9
|
<1.0
|
NR
|
NR
|
NR
|
Potassium (mg/l)
|
NR
|
NR
|
0.5
|
<1.0
|
NR
|
NR
|
NR
|
Carbonate (mg/l)
|
NR
|
NR
|
0
|
NR
|
NR
|
NR
|
NR
|
Bicarbonate (mg/l)
|
NR
|
NR
|
3.5
|
NR
|
NR
|
NR
|
NR
|
Chloride (mg/l)
|
NR
|
NR
|
<1.8
|
1.9
|
NR
|
NR
|
NR
|
Sulfate (mg/l)
|
NR
|
NR
|
<5.0
|
1.3
|
NR
|
NR
|
NR
|
Nitrite + Nitrate as N (mg/l)
|
NR
|
NR
|
<0.4
|
<0.2
|
NR
|
<0.02-0.03
|
<0.20-0.29
|
Iron (mg/l)
|
NR
|
NR
|
0.08
|
NR
|
NR
|
NR
|
NR
|
Manganese (mg/l)
|
NR
|
NR
|
<0.01
|
NR
|
NR
|
NR
|
NR
|
Copper (mg/l)
|
NR
|
NR
|
<0.01
|
NR
|
NR
|
NR
|
NR
|
Total Dissolved Solids (mg/l)
|
NR
|
NR
|
10
|
8
|
NR
|
NR
|
NR
|
Boron (mg/l)
|
NR
|
NR
|
<0.01
|
NR
|
NR
|
NR
|
NR
|
Silica (mg/l)
|
NR
|
NR
|
4
|
5.4
|
NR
|
NR
|
NR
Specific Conductivity
(µmhos/cm)
|
NR
|
NR
|
21
|
15
|
NR
|
NR
|
NR
|
Delta Oxygen 18
|
NR
|
NR
|
-9.85
|
NR
|
NR
|
NR
|
NR
|
Delta Deuterium
|
NR
|
NR
|
-82
|
NR
|
NR
|
NR
|
NR
|
Source:
|
USFS 1982a
|
USFS 1982b
|
Cosens-Gallinatti 1984
|
Cosens-Gallinatti 1984
|
USFS 1983
|
USFS 1984
|
USFS 1986
NR = Not Reported
JTU = Jackson Turbidity Units, a measure of turbidly based on the amount of light-scattering caused by the water
Secchi Disc Depth = a measure of water clarity
| | | | | | | | | | | | | | | | | | | | | | | | | | | | |
|
Table 3.2.5: Water Quality of Smaller Lakes in the Medicine Lake Basin
|
|
Parameter
|
Little Medicine Lake
|
Bullseye Lake
|
Blanche Lake
|
pH (pH units)
|
6.2
|
5.7
|
4.2
|
Calcium (mg/l)
|
2.4
|
1.2
|
1.2
|
Magnesium (mg/l)
|
0.7
|
0.4
|
0.44
|
Sodium (mg/l)
|
1.5
|
1
|
0.8
|
Potassium (mg/l)
|
0.6
|
0.4
|
0.2
|
Carbonate (mg/l)
|
0
|
0
|
0
|
Bicarbonate (mg/l)
|
10.4
|
3.5
|
0
|
Chloride (mg/l)
|
<1.8
|
<1.8
|
<2.1
|
Sulfate (mg/l)
|
<5.0
|
<5.0
|
<5.0
|
Nitrite + Nitrate as N (mg/l)
|
0.9
|
2.2
|
2.7
|
Iron (mg/l)
|
0.11
|
<0.05
|
0.07
|
Manganese (mg/l)
|
<0.01
|
<0.01
|
<0.01
|
Copper (mg/l)
|
<0.01
|
<0.01
|
<0.01
|
Total Dissolved Solids (mg/l)
|
24
|
12
|
14
|
Boron (mg/l)
|
<0.01
|
<0.01
|
<0.01
|
Silica (mg/l)
|
8
|
6
|
6
|
Specific Conductivity (µmhos/cm)
|
29
|
20
|
24
|
Delta Oxygen 18 (per mil)
|
-11.96
|
-11.32
|
-9.96
|
Delta Deuterium (per mil)
|
-92
|
-87
|
-84
|
Source:
|
Cosens-Gallinatti 1984
|
Cosens-Gallinatti 1984
|
Cosens-Gallinatti 1984
| | | | | | | | | | | | | | | | | | | | |
|
Water quality analyses for Schonchin Spring, Crystal Spring,
Paynes Spring I, and Paynes Spring II are shown in
Table 3.2.6. Water quality analyses were collected by CEGC
and by EMA/WESTEC (WESTEC 1997; provided as
Appendix C). The springs have good water quality with TDS
concentrations ranging from 43 to 88 mg/l. Stable isotope data,
delta oxygen-18 ( 18O) and delta deuterium ( D), are presented for the
springs, with data collected by CEGC, Lawrence Livermore Laboratory,
and EMA. The oxygen and deuterium ratios fall on the meteoric water line
on a plot of delta deuterium vs. delta oxygen-18 indicating that meteoric
water is the source of water in these springs.
Flow rates of springs in the Medicine Lake basin are presented in
Table 3.2.7. Different locations are listed for Paynes Springs II and III by
two different investigators, and different sampling locations below the
springs are described for Paynes Springs I and II.
|
|
Table 3.2.6: Water Quality of Springs in the Medicine Lake Basin
|
|
Parameter
|
Schonchin Spring
|
Schonchin Spring
|
Crystal Spring
|
Crystal Spring
|
Paynes Spring #1
|
Paynes Spring #1
|
Paynes Spring #1
|
Paynes Spring #2
|
Paynes Spring #2
|
Paynes Spring #2
|
Paynes Springs
|
pH (pH units)
|
6.7
|
NR
|
6.6
|
NR
|
6.6
|
7.6
|
7.6
|
6.1
|
7.5
|
7.5
|
NR
|
Calcium (mg/l)
|
8.6
|
NR
|
3.9
|
NR
|
3.1
|
NA
|
5.1
|
4.6
|
NA
|
4.8
|
4.1
|
Magnesium (mg/l)
|
2
|
NR
|
1.1
|
NR
|
1
|
2.4
|
NA
|
1.5
|
1.8
|
NA
|
2.8
|
Sodium (mg/l)
|
3.1
|
NR
|
2.3
|
NR
|
2.1
|
NA
|
3.8
|
3.4
|
NA
|
2.8
|
3.8
|
Potassium (mg/l)
|
1
|
NR
|
0.8
|
NR
|
1
|
NA
|
1.2
|
1.8
|
NA
|
1.1
|
3
|
Carbonate (mg/l)
|
0
|
NR
|
0
|
NR
|
0
|
NA
|
NA
|
0
|
NA
|
NA
|
NR
|
Bicarbonate (mg/l)
|
41.6
|
NR
|
20.8
|
NR
|
17.3
|
NA
|
NA
|
23.4
|
NA
|
NA
|
NR
|
Chloride (mg/l)
|
<1.8
|
NR
|
<1.8
|
NR
|
<1.8
|
2.0
|
0.32
|
<1.8
|
2.0
|
0.26
|
0.5
|
Sulfate (mg/l)
|
<5.0
|
NR
|
<5.0
|
NR
|
<5.0
|
<1.0
|
0.74
|
6
|
<1.0
|
0.40
|
<1.0
|
Nitrate as N (mg/l)
|
<0.04
|
NR
|
<0.4
|
NR
|
<0.04
|
0.20
|
NA
|
2.2
|
0.27
|
NA
|
<0.2
|
Iron (mg/l)
|
<0.05
|
NR
|
<0.05
|
NR
|
<0.05
|
0.028
|
NA
|
<0.05
|
0.026
|
NA
|
NR
|
Manganese (mg/l)
|
<0.01
|
NR
|
<0.01
|
NR
|
<0.01
|
<0.010
|
NA
|
<0.010
|
<0.010
|
NA
|
NR
|
Copper (mg/l)
|
<0.01
|
NR
|
<0.01
|
NR
|
<0.01
|
<0.010
|
NA
|
<0.010
|
<0.010
|
NA
|
NR
|
Total Dissolved Solids (mg/l)
|
88
|
NR
|
57
|
NR
|
54
|
74
|
87
|
85
|
59
|
92
|
43
|
Boron (mg/l)
|
<0.01
|
NR
|
0.03
|
NR
|
<0.01
|
<0.10
|
<0.10
|
<0.10
|
<0.10
|
<0.10
|
NR
|
Aluminum (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.010
|
NA
|
NR
|
<0.010
|
NA
|
NR
|
Antimony (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0050
|
NA
|
NR
|
<0.0050
|
NA
|
NR
|
Beryllium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0010
|
NA
|
NR
|
<0.0010
|
NA
|
NR
|
Nickel (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.040
|
NA
|
NR
|
<0.040
|
NA
|
NR
|
Arsenic (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0050
|
<0.10
|
NR
|
<0.0050
|
<0.10
|
NR
|
Barium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.10
|
NA
|
NR
|
<0.10
|
NA
|
NR
|
Cadmium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0010
|
NA
|
NR
|
<0.0010
|
NA
|
NR
|
Chromium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.010
|
NA
|
NR
|
<0.010
|
NA
|
NR
|
Lead (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0050
|
NA
|
NR
|
<0.0050
|
NA
|
NR
|
Selenium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0050
|
NA
|
NR
|
<0.0050
|
NA
|
NR
|
Silver (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.010
|
NA
|
NR
|
<0.0010
|
NA
|
NR
|
Thallium (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.0050
|
NA
|
NR
|
<0.0050
|
NA
|
NR
|
Zinc (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.010
|
NA
|
NR
|
<0.010
|
NA
|
NR
|
Mercury (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
<0.00020
|
<0.00020
|
NR
|
<0.00020
|
<0.00020
|
NR
|
Fluoride (mg/l)
|
NR
|
NR
|
NR
|
NR
|
NR
|
0.27
|
NA
|
NR
|
0.22
|
NA
|
NR
|
Silica (mg/l)
|
32
|
NR
|
28
|
NR
|
29
|
43
|
35
|
42
|
30
|
32
|
42
|
Specific Conductivity (µmhos/cm)
|
77
|
NR
|
44
|
NR
|
40
|
74
|
63
|
60
|
64
|
53
|
63
|
Delta Oxygen 18 (per mil)
|
-13.55
|
-13.7
|
-13.88
|
-13.7
|
-13.48
|
-13.4
|
NA
|
-13.77
|
-13.5
|
NA
|
NR
|
Delta Deuterium (per mil)
|
-99
|
-97
|
-98
|
-98
|
-99
|
-97
|
NA
|
-102
|
-95
|
NA
|
NR
|
Source:
|
Cosens- Gallinatti 1984
|
Davisson and Rose 1997
|
Cosens- Gallinatti 1984
|
Davisson and Rose 1997
|
Cosens- Gallinatti 1984
|
WESTEC (8-8-97)
|
WESTEC (10-16-97)
|
Cosens-Gallinatti 1984
|
WESTEC (8-8-97)
|
WESTEC (10-16-97)
|
Weiss 1997
NA = Not Analyzed
NR = Not Reported
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
|
Table 3.2.7: Flow Rates of Springs in Medicine Lake Basin
|
|
Spring Name
|
Location
|
Flow Rate (gpm)
|
Date
|
Comments
|
Source
|
Schonchin
|
T43N,R3E,S3cdc
|
Dry
|
9-15-92
|
|
Schneider and McFarland 1996
|
Private (Latunich)
|
T43N,R3E,S10acb
|
28.7
|
9-15-92
|
Measurement made approximately 600 ft (183 m) downstream and approximately 100 ft (30 m) from lake edge
|
Schneider and McFarland 1996
|
Crystal
|
T43N,R3E,S15abd
|
3.4
|
6-2-92
|
|
Schneider and McFarland 1996
|
Paynes Spring I
|
T43N,R4E,S19bca
|
75.4
|
9-16-92
|
Measurement made 600 ft (183 m) downstream on west fork of Paynes Creek
|
Schneider and McFarland 1996
|
Paynes Spring I
|
T43N,R4E,S19bca
|
48.1
|
8-8-97
|
Measurement made approximately 50 ft (15 m) from the source
|
WESTEC 1997
|
Paynes Spring I
|
T43N,R4E,S19bca
|
2.3
|
10-16-97
|
Measurement made approximately 50 ft (15 m) from the source
|
WESTEC 1997
|
Paynes Spring II
|
T43N,R4E,S19bdb
|
23.3
|
9-16-92
|
Measurement made in small channel about 15 ft (5 m) from orifice
|
Schneider and McFarland 1996
|
Paynes Spring II
|
T43N,R4E,S18cdc
|
>65.4
|
8-8-97
|
Measurement made approximately 50 ft (15 m) from the source
|
WESTEC 1997
|
Paynes Spring II
|
T43N,R4E,S18cdc
|
33.9
|
10-16-97
|
Measurement made approximately 50 ft (15 m) from the source
|
WESTEC 1997
|
Paynes Spring III
|
T43N,R4E,S18cdcc
|
Seeps only
|
9-16-92
|
|
Schneider and McFarland 1996
|
Paynes Spring III
|
T43N,R4E,S18cca
|
Seeps only
|
8-8-97
|
|
WESTEC 1997
| | | | | | | | | | | |
Telephone Flat Geothermal Development Project Final EIS/EIR
 |
|
|