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VOL

U.S. DEPARTMENT OF THE INTERIOR
PROTOTYPE OIL SHALE LEASING PROGRAM

7>

TRACT C-b

QUARTERLY REPORT #1

( Through November 30, 1974 )

Submitted to :

Mr. Peter A. Rut ledge

Area Oil Shale Supervisor

Conservation District

U. S. Geological Survey

Grand Junction, Colorado

By:

Ashland Oil, Inc.

Atlantic Richfield Company, Operator

Shell Oil Company

The Oil Shale Corporation

JANUARY 14, 1975

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TABLE OF CONTENTS BY VOLUME NUMBER

Volume

No. Table of Contents

I I Pre-Exploration Environmental Reconnaissance Surveys

A. Biological

B. Archaeological

II Environmental Baseline Monitoring Programs

A. Surface Water

1. Streams

2. Springs and Seeps

B. Core Drilling and Associated Ground Water

1. Well Survey Plats

2. Completion Data

3. Jetting Tests

k. Drilling Water Production

II 5- Drilling Water Quality Analysis

6. Baseline Water Quality Analysis

[I & III 7 • Geophysical Logs

IV 8. Lithological Logs

V 9. Assays

10. Core and Cuttings Trace Element Analysis

11. Rock Mechanics
m 12. Core Gas Samples

VI C. Air Quality

1. Air Quality and Surface Meteorology

2. Low Altitude Meteorology

3. Upper Air Studies
h . Visibility

5. Atmospheric Diffusion Studies

VII D. Biology

1. Terrestrial Wildlife Studies

2. Aquatic Studies

3. Terrestrial Vegetation Studies

h . Dendrochronology and Dendroclimatology Studies
5. Soil Survey and Productivity Assessment Studies

III Other Studies

A. Fish and Wildlife Management Plan

. B. Revegetation Studies

C. Micro-Environmental Studies

D. Aerial Photographic Studies

E. Archaeological Studies

F. Scenic Values Study

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SECTION I PRE- EXPLORATION ENVIRONMENTAL RECONNAISSANCE SURVEYS

Although not required by the Oil Shale Lease or the Lease
Environmental Stipulations, Pre-exploration Environmental Recon-
naissance Surveys were initiated by the C-b Shale Oil Project as
a means of insuring that the exploration activities involved in
the baseline studies were not taking place in significant habitat,
vegetation, or archaeological areas, and also to provide information
necessary to rehabilitate disturbed areas after exploration activi-
ties were completed.

Prior to any disturbance of the Tract C-b area, the site of the
proposed disturbance is surveyed by a team consisting of experts
in the fields of plant ecology, animal ecology, aquatic ecology,
and archaeology. Plant communities present are noted and their
condition described. Rare or endangered plant or animal species
are searched for, and significance of the habitat is described.
If any rare or endangered species are found, or any archaeological
areas are discovered, recommendations are made as to action which
should be taken to avoid impacting these. In the area of aquatic
ecology, in addition to surveying the area for significant species
or habitats, the team collects water quality samples to ascertain
the quality of the water prior to disturbance of the land surface
on the Tract.

The majority of the areas which were surveyed were found to be
of no special significance in relation to the Tract as a whole.
In several cases, however, the reconnaissance team made recom-
mendations with regard to modifying the location, timing, or
method of exploration work which was planned to be done, and
these recommendations were followed prior to the initiation of
the exploration work.

Table I - 1 Status of Pre-exploration Environ

mental Investigations - 1/1/75

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STATUS OF PRE-EXPLORATION ENVIRONMENTAL INVESTIGATIONS - 1/1/75

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Location

Coreholes SG-1 through SG-21 and Roads

Surface Water Stations 1 through 13

Support Facilities

Air Quality Sites (5) and Meteorological Tower

Alluvial Wells ("A" Series) 1 through 13

Relocation of Coreholes SG-6 and SG-T

Relocation of Corehole SG-1T

Relocation of Roads to SG-U and SG-1T

Biological Observation Plots

Poverlines

Old Coreholes Cb-1, Cb-2, Cb-3, and Cb-U

Old Coreholes 71-1. 71-2, 71-3, TG2-1, TG3-2
and Fed 2-b

Road to SG-18 ("CK-18")

Area Surrounding Aquifer Test Site

Road from Piceance Creek to Cottonwood and
Sorghum Gulches

Road from Piceance Creek to Tract

Road between Cottonwood and Sorghum Gulches

* evaluation received through verbal "communication; no written report ^

1 installed by USGS prior to biological reconnaissance; minimal disturbance

2 minimal biological disturbance

— 3 judgment that improvement of already heavily-travelled road would not
result in increase in biological disturbance

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NOTE: the following report was submitted to the C-b Shale Oil Project
on July 15, 197^> as the result of a reconnaissance survey which
took place during the week of May 13, 197*+. Parts of the included
discussion are presently out-of-date because of changes in the
drilling program which have taken place since this time. These
changes are reflected in the various letter-reports which follow
this printed report.

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Project 74-669
PRE-EXPLORATI ON ENVIRONMENTAL RECONNAISSANCE

Tract C-b Core Drilling and
Associated Groundwater Program

Prepared for

ATLANTIC RICHFIELD COMPANY
Denver, Colorado

July 15, 1974

WOODWARD-ENVICON, INC. • Environmental Consultants

I A- 2

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Introduction

Vegetation

Wildlife

Water Quality and Aquatic Biota

Figures

Tables

CONTENTS

Page

! No.

I A-

4

I A-

6

I A-

12

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15

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22

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24

Appendix A. Resicnes of Reconnaissance Team

I A- 36

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PRE-EXPLORATION ENVIRONMENTAL RECONNAISSANCE FOR TRACT C-b
CORE DRILLING AND ASSOCIATED GROUNDWATER PROGRAM

INTRODUCTION

The Exploration Plan submitted recently by the Operator (Atlantic
Richfield Company) for Federal Oil Shale Tract C-b covers the proposed
exploration drilling work. The Operator proposes to drill up to 17 core
holes on the Tract in 1974. In addition, it is also proposed to construct
a short (one-quarter mile) road leading from an existing road to site
No. 13. Access to all other proposed drill sites will be along existing
roads which will need improvement by gravelling or grading. Figure 1
shows the proposed drilling sites and access road locations.

Tract C-b is located in the Piceance Basin approximately 20 miles
west of Rio Blanco, Colorado. A series of gulches drain Tract C-b to
the Piceance Creek (see Figure 2), which in turn drains into the White
River. Much of the vegetation on the ridges and slopes of Tract C-b
has been recently disturbed as a result of the application of range
improvement techniques.

Prior to the conduct of the core drilling and associated activities,
Woodward-Envicon, Inc. conducted a five-day reconnaissance of the areas
to be disturbed. This reconnaissance included observations of vegeta-
tion, wildlife, and aqautic biota and water quality.

This report presents a brief description of the vegetative, wild-
life, and aqautic resources, and evaluates possible adverse impacts due
to the proposed core drilling activities and access road improvements.
The survey also provided preliminary information on each core drilling
site prior to disturbance.

I A-4

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Also at the Operator's request, a brief reconnaissance of proposed

air quality monitoring station sites and trailer sites was conducted.

These sites are also shown in Figure 1. In addition, four previous
drilling sites were also surveyed.

Woodward-Envicon acknowledges the contributions of Dr. Warren R.
Keammerer and Dr. Robert E. Stoecker to the studies of vegetation and
wildlife, respectively. They and the Woodward-Envicon biologists con-
ducted the field reconnaissance and were the principal investigators

for those subjects.

The resumes of all personnel involved in the reconnaissance are
included in Appendix A. All laboratory work was performed by the same
personnel who carried out the field work.

I A- 5

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1.

VEGETATION

Observations were made during a three-day reconnaissance survey of
the Tract (May 13-15, 1974). Each of the proposed core drilling sites,
air quality monitoring and trailer sites, and previous drilling sites was
visited. The current status of the vegetation was noted, and lists of
conspicuous species were made. It must be emphasized that the lists are
brief and incomplete because of the early season conditions, and also
because of the short observation time at each site. Therefore, the
presence or absence of rare or endangered plant species is not docu-
mented. During the course of detailed investigations that will follow
on Tract C-b, special attention will be given to this subject.

In addition to the field observations, a limited quantitative
sampling program was conducted at six drilling sites that were repre-
sentative of all sites to obtain a clearer picture of vegetation
structure. Four 100-ft belt transects and line intercepts were sampled
at the six sites following standard sampling techniques (Lindsey, 1955)
to obtain data on shrub frequency, cover, and density. Five one-centare
quadrats were sampled at each of the six sites to obtain frequency data
for the ground layer herbaceous species. These samples provide only an
indication of the vegetation structure, since a sample of such limited
extent provides data which are highly variable. This must be considered
when evaluating the data presented in the following section.

Description of the Drilling Sites

The areas in which the core drilling sites occur can be separated into
five vegetation or cover types: pinyon- juniper woodland, chained pinyon-
juniper, ridgetop sagebrush community, valley floor sagebrush community,
and valley floor pasture. Of these, the chained pinyon- juniper is the
most widespread, and ten of the drilling sites are located within this
type. All of the Tract is grazed and browsed and the effects of livestock
and big game can be seen in each of the types.

I A- 6

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f

Pinyon-Juniper Woodland. Prior to 1966, pinyon pines (Pinus edulis) and
Utah juniper (Juniperus osteosperma) covered much of the Tract. In 1966,
as part of a range improvement program, the Bureau of Land Management
(BLM) chained approximately 3000 acres of pinyon- juniper woodland on the
ridges and more gentle slopes of the Tract. Only the easternmost ridge
escaped this treatment, and this is where drilling site 17 is located.
Many of the trees on this ridge are small- to medium-sized, and in
several places the density is great enough to form a closed canopy. A
few large trees occur, however, and a pinyon pine with a 33-in. diameter
is located approximately 60 yards south of the proposed drilling site.
The shrub layer in this woodland is composed mostly of snowberry (Symphor-
icarpos oreophilus) , but nine other shrub species add to the diversity of
the site (Table 1, site 17). Eighteen species were encountered in the
herb layer sample with western wheatgrass (Agropyron smithii) , mutton
grass (Poa fendleriana) , and a cushion-forming species of Phlox occurring
as the most common species (Table 2, site 17). A total of 29 species
were observed on the site (Table 3) . The average cover in the herb layer
was 30 percent, which is comparable to that of the chained areas.

Chained Pinyon-Juniper. The chained areas appear devastated. The ground
is strewn with dead trees, and the intervening areas are trampled as a
result of livestock grazing. The species composition of these areas is
very similar to the pinyon- juniper woodland understory; however, because
of the disturbance, there is a larger component of annual species charac-
teristic of grazed areas. On most of the chained sites, big sagebrush
(Artemisia tridentata) is the most common shrub species (Table 1, sites 5,
11, and 15); however, numerous shrub species occur on these sites. It
can be imagined that the chaining had a less severe impact on the shrub
and herbaceous species, and they have recovered much more quickly than
the trees. Most of the shrub species are tolerant of full-sun conditions,
and only snowberry seems to have decreased significantly on the chained
sites, where it occurs more frequently in the shelter of the downed trees

I A- 7

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than it does in the open. Total shrub cover on these sites averaged
11 percent with cover contributed by 13 species. The herbaceous layer
contained numerous species (Table 2, sites 5, 11, and 15, and Table 4).
Indian ricegrass (Oryzopsis hymenoides) , cheatgrass {Biomus tectoxum) ,
false dandelion {Agoseris glauca) , and squirrel-tail grass (Sitanion longi-
folium) were some of the most common species. Cover in the herb layer
averaged 21 percent.

Ridgetop Sagebrush Community. Intermixed with the original pinyon- juniper
woodlands were openings in which big sagebrush was the dominant species.
These were also chained as part of the BLM improvement program. The sage-
brush has recovered from the treatment and now occurs as a recognizable
cover type interspersed with the destroyed woodland. Big sagebrush is
the dominant species (Table 1, site 6), but numerous pinyon and juniper
saplings indicate possible successional trends. Total shrub cover on the
sampled site was only 5 percent. Eight herbaceous species encountered in
the sample had frequency values of 100 percent (Table 2, site 6) which is
indicative of a rather homogeneous herb layer. A total of 24 species was
recorded from the ridgetop sagebrush drilling sites (Table 5).

Valley Floor Sagebrush Comnunity. Most of the valley areas between the
ridges support rather extensive sagebrush communities. In places the
sagebrush has been cleared and the valley floors serve as pastures. In
most places the sagebrush is browsed even though the sites have not been
cleared. Big sagebrush and winter fat {Eurotia lanata) were the dominant
species at site 14 (Table 1) . Many of the individual plants were small
and very numerous (9280 total shrubs/acre) . Two species of rabbitbrush
(Chrysothamnus nauseosus and C. viscidiflorus) , although not abundant on
the sampled site, are also important on the valley bottom sites. Cheat-
grass and blue grama (Bouteious gracilis) were the most common species in
the herb layer, where a total of 13 species covered 30 percent of the
ground (Table 2, site 14). In all, 16 species were observed on the two
drilling sites occurring in this vegetation type (Table 6).

I A-8

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Valley Floor Pasture. Only one drilling site is located within this cover
type (site 8) . The species composition is similar to the sagebrush type
discussed above, but the shrub component is greatly reduced. Twelve
species were observed on this site (Table 7) .

Anticipated Impacts Resulting From Core Drilling
and Road Improvement

Drilling Sites. The previous disturbances from chaining and grazing which
characterize the Tract greatly reduce the impacts which will result from
the drilling operation. It is difficult to imagine impacts as severe as
those which have already occurred on the site. The drilling sites them-
selves will disturb less than 2 acres on the Tract, and approximately
60 percent of this area occurs on chained pinyon- juniper sites. The impact
of drilling on these sites should be negligible. Six of the remaining
sites occur on either sagebrush or pasture sites which are grazed, thus
reducing the impact of drilling operations. Drilling will, however, result
in a small area removed from productivity for a short time. This may
result in some increase in grazing pressure on other portions of the
Tract. Therefore, there may be a temporary need to reduce the number
of livestock allowed to graze on the Tract and/or to readjust the period
of time permissible for grazing. With proper care, these sites should
not be too difficult to revegetate.

The remaining site (site 17) is located in a pinyon- juniper woodland
on the only unchained ridge on the Tract. Impacts on this site would
include destruction of several medium-sized trees and removal of the
understory. In light of the extent of chaining, the loss of a few more
trees seems relatively insignificant. However, a possible alternative
may be to position the drilling site in an opening in the woodland located
about one-half mile north of the present site. The alternate site is
covered by an open sagebrush community and, besides obviating the need to
cut trees, the site would be easier to revegetate. A second alternative
would be to eliminate any site on this ridge, since an impact greater

I A- 9

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than construction of the site itself will be the improvement of the access
road along the ridgetop. It is suggested that the information to be
gained from a drilling site on this ridge should be carefully weighed
against the impacts resulting from road improvement and site preparation.

Road Improvement . Aside from the already mentioned problem with the site
17 access road, minimal impacts will result from road improvement on the
Tract. Most of the roadways are located in the chained pinyon- juniper
areas, and improvement will have a negligible impact on the vegetation.
If possible, it is recommended that roadsides be graded to prevent mound-
ing of the material scraped from the roadbed.

Two interesting species {Anemone patens and Clematis hirsutissima)
occur along the access road out of the West Fork of Stewart Gulch to the
ridgetop where site 13 is located. Road construction along this route
should be controlled so that these species are not adversely affected.
(These two species are not rare in Colorado; they are abundant wildf lowers.
However, the location described above is the only site where these species
were noted on the Tract, and for this reason they are of interest.)

Locations of Air Quality Monitoring and Trailer Sites

The air quality monitoring sites and trailer sites are located on
agricultural lands, chained pinyon- juniper, and ridgetop sagebrush sites
which are similar to those sites studied for preliminary quantitative
information. Impacts on the vegetation will be negligible at the selected
sites. No additional roadways will be needed for access to the sites.

Impact of Wastewater from Previous Drilling

Each of four previous core drilling sites on the Tract were visited
to determine the extent of impact resulting from wastewater produced
during the drilling operation. At each site the impact was limited to
small rills which were cut into the substrate. These required considerable
searching to locate, and had we not been alerted to their locations and
origins, they would have been overlooked.

I A-10

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Summary

The exploratory drilling operation will have negligible impact on the
vegetation of the Tract . Previous disturbances from BLM range improvement
techniques have destroyed the natural features, thus reducing the magni-
tude of impact of subsequent surface modifications.

If possible, it is recommended that drilling site 17 be moved to a
location approximately one-half mile north of its current position in
order to minimize disturbance to the surrounding pinyon- juniper vegetation.

Impacts from air quality monitoring sites and service trailers will

be negligible.

No serious environmental impacts caused by wastewater from previous
drilling on the Tract were noted.

Literature Cited

Lindsey, A. A. 1955. "Testing the line-strip method against full tallies
in diverse forest types." Ecology 36: 485-494.

I A- 11

WILDLIFE

Preliminary wildlife investigations were also conducted on Tract C-b
from May 13 through May 15, 1974. Potential hazards to wildlife or to
wildlife habitat were considered, including those caused by traffic,
modification of existing roads, and disturbances around proposed drilling
sites, trailer sites, and air quality stations. In the course of the
field reconnaissance in these areas, conspicuous birds and mammals were
identified and tracks, dens, trails, etc. were noted. Particular atten-
tion was given to the possible existence of critical habitats, important
migrational routes for deer and elk, strutting grounds for sage grouse,
or other rare or unusual situations of value from a wildlife standpoint.
During this brief preliminary survey, no rare or endangered species
were encountered. However, in the detailed investigation that will follow
special attention will be given to these species.

Interesting Wildlife Areas

Few natural areas remain on the Tract C-b because of the Bureau of Land
Management's extensive chaining program and the attendant grazing by cattle.
The remaining natural areas include some of the lateral draws in Willow,
Scandard, and Stewart gulches, some of the smaller valleys with trees and
rim rock, and a ridge-top grove of pinyon- juniper where drill site No. 17
is located. These areas have potential as small refuge for non-game and
game species and contain some of the only cover, nest sites, and den sites
important to the more aesthetic animal species. Modification of existing
roads and disturbances around drill sites should have no important delete-
rious effects with but one exception. Disturbance near drill site No. 17
should be minimized because this is also an important habitat for deer
and all other wildlife species common to mature pinyon- juniper forests
in this region. If drill site No. 17 could be relocated to the clearing
approximately one-half mile to the north, less disturbance and damage to
wildlife habitat would occur.

I A-12

1

Specific Wildlife

Mule Deer and Elk. Mule deer are abundant on Tract C-b as was evident
by tracks, deer pellet groups (Table 8), and the extent of shrub utili-
zation. The four most important browse plants on Tract C-b are service-
berry, bitterbrush, mountain mahogany, and oak. These appear to be rather
evenly distributed over the tract, except that oak is more abundant in the
lateral draws. The distribution of the browse plants as well as the
watering locations are such that little possibility exists for deer or
elk being especially attracted to or dependant upon habitat near roads or
drill sites.

Migrational routes on Tract C-b are most probably limited to typical
"deer crossings." They are unlikely to be anything more impressive since
these deer are members of the now well-known migratory deer herd of
the Piceance Basin. Deer and elk do have a propensity to cross roads
at certain locations, but usually because of some local topographic or
vegetational feature which provides cover, green grass in early spring,
hay in winter, etc. Drill site No. 14 is probably on a well-used deer
crossing, and during fall and winter considerable movement across the
road is likely to occur at this location.

No significant habitat destruction or other undesirable effects on
deer or elk are to be anticipated from the preliminary drilling and road
modification planned for Tract C-b.

Other Mammals, Coyote tracks were common along the rim rock in the lateral
draws. Several species of smaller mammals were seen, including chipmunks,
ground squirrels, and marmots in the lower valleys. Evidence of pocket gopher
activity and woodrat and other cricetid rodent signs were seen but were
not unusually common. No disturbance to small- and medium-sized mammals
is to be expected from preliminary work on the Tract.

10
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Raptors . Five species of raptors were identified, and a number of raptor
nests were observed among the cliffs of Stewart and Willow gulches. One
large inactive raptor nest is located approximately 200 yards west- of
drill site No. 8, and disturbances to nesting birds could occur if nest-
ing and drilling coincide. Whether the nest will be active next spring,
however, is unknown. However, as a precautionary measure, it is recom-
mended that drilling at this site be carried out in late summer/early
fall. No other significant impact on raptors is anticipated as a result
of preliminary work on the Tract.

Other Birds. Twenty-four species of birds other than raptors were identi-
fied in the area. No strutting grounds of sage grouse were found, and it
is unlikely that these game birds occur on the Tract. Bluegrouse undoubt-
edly occur, but none were seen. No important impacts on non-game or game
birds are likely from the preliminary work on the Tract.

Summary

In summary, the only important concern from a wildlife standpoint is
that appreciable disturbance in the vicinity of drill site No. 17 is likely.
This could be avoided by relocating the site to the north in an existing
clearing if such a relocation is compatible with the planned exploration
activities.

Table 9 provides a list of birds and mammals observed by sight, sign,
scat, tracks, etc. on the lease land.

11

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WATER QUALITY AND AQUATIC BIOTA

The inventory of water quality and aquatic biota provides baseline
information prior to drilling disturbances and associated activities on
Tract C-b.

It would have been desirable to select sampling stations to reflect
drainage upstream of Tract C-b, drainage within Tract C-b, and drainage
downstream of Tract C-b. However, drainage channels upstream and within
the Tract were dry during the period of reconnaissance and therefore the
selected sampling stations (as shown in Figure 2) were all downstream of
the Tract. Specifically, six sampling stations were located along
Piceance Creek, three stations along Willow Creek, and one station in
Stewart Gulch. Water in lower Stewart Gulch came from several irrigation
reservoirs; however, upper Stewart Gulch was dry and consequently not
sampled. Likewise, several of the gulches which drain Tract C-b were dry,
and no aquatic organisms or water quality samples could be collected.
These included the West Fork of Stewart Gulch, Sorghum Gulch, Cottonwood
Gulch, and Scandard Gulch.

Water Quality

Water samples were analyzed to determine levels of important chemical
parameters with respect to aquatic flora and fauna of Piceance, Willow,
and Stewart creeks.

Water quality sampling consisted of taking one-quart water samples at
three stations along Piceance Creek (P-l, P-3, and P-6) , two stations on
Willow Creek (W-l and W-3), and one station in Stewart Gulch (S-l).
Samples were analyzed in the field using a Hach DR-L:L/2 portable test kit
for the following parameters: temperature, pH, total alkalinity, carbon
dioxide, specific conductance, dissolved oxygen, total hardness, total iron,
ammonia nitrogen, nitrate nitrogen, nitrite nitrogen, ortho-phosphate, and
turbidity.

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The chemical composition of water is important since it can either
limit or enhance the survival of aquatic organisms. For example, critical
life stages or metabolic processes of these organisms can be affected by
changes in water quality. Optimum values exist for all chemical parameters
which can be used as indicators of favorable conditions for the survival
of resident aquatic organisms.

The permissible range of pH for aquatic fauna depends upon a combina-
tion of factors such as temperature, dissolved oxygen, and the presence
of various anions and cations. Naturally occurring pH levels are usually
in the range of 6.5-8.5. Temperature is important in the regulation of
metabolism, growth, and reproduction. Dissolved oxygen in amounts greater
than 5 mg/5, is generally necessary to sustain healthy aquatic life.
Specific oxygen requirements of fish vary with species, age of fish, tem-
perature, and the concentration of other substances in the water. Carbon

dioxide, a by-product of metabolism and aerobic decomposition of organic
matter, can be lethal in high concentrations, but can also be beneficial
to fish by lowering the pH and decreasing the un-ionized ammonia in certain
waters.

Alkalinity of water defines the combined effect of several dissolved
substances and conditions. Hardness results from a concentration of
certain cations in water, such as calcium or magnesium. Hardness is
increased by return flow from irrigation ditches and by natural accumula-
tions of salts from contact with soil and geological formations.

Iron is an important constituent in animal diet. Concentrations in
natural waters are usually buffered and are normally less than 10 mg/£.

Phosphates and nitrates can occur in groundwater as a result of degra-
dation of organic matter and leaching from agricultural fertilizer applica-
tions. Phosphate and nitrate concentrations stimulate the growth of plank-
ton and aquatic weeds, indirectly stimulating increased fish population.
Ammonia nitrogen in surface or groundwater generally results from the
decomposition of nitrogenous organic matter. Large concentrations can be
toxic, but the presence of carbon dioxide does reduce the toxicity.

13

I A- 16

V.

s.

Turbidity can be detrimental in the aquatic environment by reducing
photosynthesis and;primary productivity. At high concentrations the par-
ticulate matter that produces turbidity may cause death by clogging the
gills of fish. It may also reduce the ability of fish to find food, and
can alter the temperature regimes of a body of water.

Salinity is determined by the concentration of dissolved solids in
water. The determination of specific conductance (ymhos/cm) is an
acceptable indirect method to measure the dissolved solids. In natural
waters the dissolved solids consist mainly of carbonates, bicarbonates,
chlorides, sodium salts, and other minerals. All substances in solution
exert osmotic pressure on the organisms living in it, and the aquatic
life is adapted to the conditions of the ambient environment. Wide
variations in the dissolved solids can have a deleterious effect on
aquatic life by changing the osmotic pressure sufficiently to result
in an excessive transfer of water into or out of an organism.

Results of Field Analysis. Among the series of gulches that drain Tract
C-b, only Stewart Gulch and Willow Creek Gulch contained water. The water
flowing from these gulches into the Piceance Creek was very hard and alka-
line. Stewart Gulch water is spring fed and high in dissolved minerals,
as indicated by total alkalinity of 450 mg/£ and a specific conductance
of 1400 yMHOS/cm. Willow Creek which enters Piceance Creek at the lower
end of Tract C-b drainage had water quality similar to Stewart Gulch
(Table 10).

Concentrations of dissolved minerals as indicated by total hardness
and specific conductance was slightly lower in Piceance Creek than in the
water from Stewart Gulch or Willow Creek Gulch. This may be due to the
diluting influence of surface and irrigation waters on dissolved minerals
in Piceance Creek (May, 1970) .

Generally speaking, the waters that drained Tract C-b were hard and
alkaline in quality. Actual values for water quality parameters can be
extremely variable and would reflect local conditions regulating the flow

14

I A-17

<.

V

of surface and groundwater in the area. Rainfall, livestock, and irriga-
tion activities all can cause fluctuations in the values of the water
quality parameters that were measured.

Heavy livestock utilization of pastures in the Piceance Creek Valley
probably results in a certain amount of nutrient material being leached
into Piceance Creek by irrigation runoff and other surface water. The
small amounts of ammonia nitrogen, nitrate nitrogen, and ortho-phosphate
present in the water sampled indicate that agricultural activity does have
some influence on the water quality.

Aquatic Biota

Benthic Investigations. Benthic invertebrate samples were taken at six
sites on Piceance Creek (P. - P.), three sites on Willow Creek (W - W_) ,
and one site in Stewart Gulch (S,). Organisms were collected by vigorous-
ly disturbing the stream substrate for a standard 30-second time period,
thus allowing dislodged insects to be caught on a 2 ft x 2 ft screen held
downstream. Samples were preserved in 70 percent isopropyl alcohol and
transported to the lab for identification as to Order. Table 11 lists
aquatic insects collected for each sample site and gives counts of organ-
isms by Order during the study.

Aquatic insect fauna collected during a short time period at a given
site does not indicate all of the different species which utilize the
same habitat over a broad time period. Variation in life cycles, number
of generations per year, and climatic seasonal changes all contribute to
fluctuation in abundance and diversity of a specific aquatic insect at a
given time. Collections of benthic invertebrates made during recon-
naissance sampling in the Tract C-b drainage are useful as general in-
dicators of the quality of aquatic habitat in the region relative to
reproduction of aquatic fauna. Tract C-b drainage area is in an inten-
sively used agricultural area, used primarily for cattle grazing. The
large number of organisms collected at some sample sites in Tract C-b
drainage (Table 11) indicates a very good production potential for aquatic

15
I A-18

sampled highly unsuitable for a large gamefish population. This is espe-
cially true of Willow and Stewart creeks, which contained no game species
at all. However, game fish that were collected in Piceance Creek during
reconnaissance sampling appeared healthy and in good shape. It is evident
that the aquatic environments of Piceance, Willow and Stewart creeks favor
less desirable but more highly adaptable non-game species such as the blue-
head sucker and speckled dace. In a 2-year investigation of Piceance
Creek, May (1970) found flannelmouth sucker, mottled sculpin, bonytail
chub, black bullhead, red shiner, and mountain whitefish in addition to
the species sampled by Woodward-Envicon, Inc. during this sampling in
the Tract C-b drainage. However, Mr. May's investigations were more exten-
sive and covered a significantly larger area than did the Tract C-b samp-
ling, and it is expected his collections more nearly reflect the wide
range of fish fauna existing in the varied habitats of the entire Piceance
Creek.

The five-day fish investigations in the Tract C-b drainage were signifi-
cantly hindered by high turbidity levels as a result of spring snow melt
in the Piceance Basin. It was difficult to see the fish, especially smaller
forms which had been stunned with the backpacker shocker. It is certain
that bot: Lng fcv::.s such as sculpins were shocked but never seen
and hence never collected. A repeat sample effort at a low-water period,
preferably late summer, would allow a more efficient collection of fish
samples in the Tract C-b drainage, and eliminate the turbidity problem.

Periphyton. Due to cold water temperatures and high, silt-laden spring
flows, periphyton growth in Piceance, Willow, and lower Stewart creeks
was nearly non-existent. The periphyton samples were mixed with a great
deal of detritus from the stream bottoms.

Analysis of the samples indicated the presence of clean water types
of algae. The three streams sampled adjacent to Tract C-b had similar
populations of periphyton. Diatoms predominated, while only one genus

17

I A- 20

I

s

*

of filamentous green algae (Chlorophyta) and one genus of filamentous
blue- green algae (Cyanophyta) were found. In addition, Stewart Creek
and Willow Creek contained submerged vascular plants. Higher plants
were absent from Piceance Creek, probably due to the turbulent flow
and silt load that was carried by the creek at the time of sampling.
The periphyton found are listed in Table 13.

References

1. E.P.A., National Environmental Research Center Analytical Quality Con-

trol Lab. 1971. Methods for Chemical Analysis of Water and Wastes,
Cincinnati, Ohio.

2. American Public Health Association. Standard Methods for the Examina-

tion of Water and Wastewater . Washington, D.C.

3. May, Bruce. 1970. Biota and Chemistry of Piceance Creek. Masters

Thesis, Colorado State University, p. 67.

18

I A- 21

Q

(»

'

1/2 0

i L

1 .5 0
I i I 1 1 i L

1 MILE

1 KILOMETER

J

OT
OAO

Proposed core drilling sites

Trailer sites

Air quality stations

Roads to be gravelled (approximate location)

Roads to be graded (approximate location)

New roads to be built (approximate location)

Tract C-b bounaary

Figure 1. Location of proposed drilling, air quality monitoring and
trailer sites

19

I A- 22

>

fc>

»

\
/

II

i

1
1

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\

1 O '

•

\
\

\
1

4

1 £* '

1
/

/

1

' /

1 MILE

I
I '

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Figure 2. Aquatic sampling stations for Tract C-b predisturbance
investigations

20

I A- 23

s

e>

> »

Table 1.

Spec

les

FREQUENCY rnvPD .

===^^^^ at iSSStiBKiS? BASED

filing Site Number

^neia^cAier sp
Artemisia tridentata
Cercocarpos montanus

Chrysothamnus riscidTA
E*r°tia lanata 1SCldlflor^

p^us edulis (tree)

**rs/ua tride^tatd ^
ftiercos gai^eJii

Tetraaymia canescens

Anelanchler sp
Artenisia trid^ntata
Cercccar^s montanus
Cteysothannus nause05us
Cteysothamnus riscldlA
£^otia lanata Zt>"2dif2°^

J«™Perus osteosperna (tree)

JInus ed^'s (tree)

iJ3Uf^^ (sapling)
Purshza tridentata
Que reus gambelii

teTraTCarPOS °*«>PKlus
Tetradymia canescens

**

Total

11 14 is
Frequency

17

100

50

100

75

25
50

100

100
75
50
25

5
<1

<1
<1

<1
<1

<1

<1

<1

75

— — —

100

100

25

100

100

50

100

75

~«. ..

25

- — _

100

25

50

100 loo

25 50

100 loo

75 75

25

25 —
25
75 75
25

25 — _

100 100

25 100

SO 25

100 loo

25

<1

4

<1
<1

1
<1

1
<1

10

<1
<1

1

<1

11

1

<1

4

<1

<1

<1

2
<1

7*

3

<1

5

2

<1

18

1

2

<1

<1

3*
3

8*

2

1

2

9

20

21

I A- 24

►

♦

«►

Table 1. (Continued)

Drilling Site Number

Species 5 6 11 14 15 17

Density (Individuals /Acre)

Amelanchier sp.
Artemisia tridentata
Cercocarpus montanus
Chrysothamnus nauseosus
Chrysozr.zmnus viscidiflorus
Eurotia lanata

Juniperus osteosperma (tree)
J. osteosperma (sapling)
Opuntia polyacantha
Pinus edulis (tree)
Pinus edulis (sapling)
Purshia tridentata
Quercus gambelii
Symphcricarpos oreophilus
Tetradymia canescens

Number of Species 7 4 9 4 13 10

*Canopy cover
**For cover, 4 times (<1) = 1'

160

820

490

2040

3760

2020

5350

20

550

160

930

270

50

330

130

160

350

270

110

80

3490

20

20
160

130

110

130

___

130

80

20

50
20

510

—

80

20

270

___

180

50

50

20

350

780

110

1090

.

110

1090

3380

50

22

I A- 25

-

'

?

Table 2. FREQUENCY VALUES FOR HERBACEOUS SPECIES ENCOUNTERED IN
THE" QUADRAT SAMPLES (values based on 5 one-centare
quadrats)

Species

Percent Frequency
Drilling Site Number
6 11 14 IS

17

Agoscris glauca
Agropyron smithii
Agropyron sp.
Antennaria parvifolia
Antennaria rosea
Arabis sp.
Artemisia fricida
As: is spp.

Doutcloua gracilis
Bromus tectorum
Calochortus sp.
Carex ponnsylvannica (?)
Carex sp.

Comandra umbellata
Cymopterus sp. (?)
Delphinium nelsoni
Descurainia pinnata
Erigcion so.
Gjticrrezia sp. (?)
Haplopappus nutallii
Lappula rcdowskii
Lepidiuni montanum
Lomatium sp . (?)
Lupinus sp.
Oryzopsis hymenoides
Phacelia sp.
Phi :>■ hoodii
Phlox longi folia
Pinus cdulis (seedling)
Poa fcndleriana
Poa spp.
Senecio sp.
Sisymbrium altissimum
Sitanion longi folium
Sphaoralcca cocci nca
Taraxacum officinale
Tragopogon dubius
Zyg.iJuiiu:; venonosus

Unknown Crucifcrae
Unknown Gramincuc
Unknown Scroplnilari nccac
Unknown Umbel liforac

Unknown forb seedling

Mosses

Averngc licrbjceous cover

Number of species

40 100 80 — 20 60
20 100 40 60 — 100

20

100 20 — 20

60

20 20 ~ — 20
20
20 -- 60 — 20 40

80
40 — 60 100

100 40 -- -- 20
80 40

40

80 — — 20

40 20

20

20

60 20 — -- 20

,- 80

20
60 80 -- 60

60
20
40
80

100 60 40 80 80
80 40 -- 20 40

20 -- — -- 100

100 100 -- 20

20
20

40 -- 60

100 -- 20 20

40 40 -- 20

40 — -- 20

60

40

100

20
20 20 40 20 40
231 23°. 201 30°. 211 30°6
IS 13 20 13 13 18

20

60
20

20

20
60

20

80

20

20

60

23

I A- 26

r

'

-'

Table 3. SPECIES OBSERVED IN THE PINYON-JUNIPER WOODLAND
(DRILLING SITE 17)

Agoseris glauca
Agropyron smithii
Amelanchier alnifolia (?)
Antennaria rosea
Arabis sp.

Artemisia tridentata
Astragalus spp.
Balsamorhiza sagittata
Calochortus sp.
Carex sp.

Cercocarpus montanus
Chrysothamnus nauseosus
Comandra umbel lata
Cymopterus sp.

Delphinium nelsoni
Erigeron sp.
Juniper us osteosperma
Lappula redowskii
Opuntia polyacantha
Phlox hoodii
Phlox longifolia
Pinus edulis
Poa fendleriana
Purshia tridentata
Quercus gambelii
Symphori carpos oreophi 1 us
Taraxacum officinale
Zygadenus venenosus
Senecio sp.

Table 4. SPECIES OBSERVED ON CHAINED PINYON-JUNIPER SITES

(DRILLING SITES 2, 3, 4, 5, 7, 9, 11, 12, 13, and 15)

Agoseris glauca
Agropyron smithii

::r a^r.izolia

(?)

Androsace sepcentrionalis

Antennaria parvifolia

Antennaria rosea

Arabis sp.

Artemisia dracunculus

Artemisia tridentata

Astragalus (5 species)

Balsamorhiza sagitatta

Bouteloua gracilis

Bromus tectorum

Calochortus sp.

Carex pennsylvanica (?)

Carex sp.

Castilleja linariaefolia

Cercocarpus montanus

Chrysothamnus nauseosus

Chrysothamnus viscidiflorus

Comandra umbel lata

Cryptantha sp.

Cymopterus montanus (?)

Delphinium nelsoni

Erigeron sp.

Eurotia lanata

Haplopappus nuttallii

Ipomopsis aggregata

Juniperus osteosperma (sapling)

Lappula redowskii

Lomatium sp . (?)

Lupinus sp.

Opuntia polyacantha

Oryzopsis hymenoides

Phacelia idahoensis (?)

Phlox hoodii

Phlox longifolia

Physaria floribunda

Poa fendleriana

Pinus edulis (sapling)

24

I A-27

r

r

r

Table 4. (Continued)

j

Purshla tridentata

Quercus gambelii

Rhus trilobata

Senecio sp.

Sit anion long i folium

Sphaeralcea cocci nea

Symphori carpos oreophi 1 us

Taraxacum officinale
Tetradymia canescens
Townsendia hooker i
Tragopogon dubius
Yucca glauca
Zygadenus venenosus
Senecio multilobatus

Table 5. SPECIES OBSERVED IN THE RIDGETOP SAGEBRUSH COMMUNITY
(DRILLING SITES 6, 10, 16, AND THE AQUIFER TEST SITE)

Agoseris glauca
Agropyron smithii
Antennaria parvifolia
Arabis sp.

Artemisia tridentata
Calochortus sp.
Carex sp .

Castilleja linariaefolia
Chrysothamnus nauseosus
Chrysothamnus viscidiflorus
Delphinium nelsoni
Erigeron sp.

Juniperus osteosperma (sapling)

Lomati urn sp. (?)

Lupinus sp.

Malcolmia africana

Phlox hoodii

Phlox longifolia

Pinus edulis (sapling)

Poa fendleriana

Poa sp.

Sphaeralcea coccinea

Stipa coma t a

Trifolium gymnocarpon

Table 6. SPECIES OBSERVED IN THE VALLEY FLOOR SAGEBRUSH COMMUNITY
(DRILLING SITES 1 AND 4)

Agropyron smithii
Artemisia frigida
Artemisia tridentata
Bouteloua gracilis
Bromus tectorum
Chrysothamnus viscidiflorus
Chrysothamnus nauseosus
Descurainia pinnata

Eurotia lanata
Lappula redowskii
Lepidium montanum
Phlox longifolia
Physaria floribunda
Sisymbrium altissimum
Sphaeralcea coccinea
Taraxacum officinale

I A- 28

25

r

r

r

►

Table 7. SPECIES OBSERVED IN A VALLEY FLOOR PASTURE
(DRILLING SITE 8)

Artemisia dracunculus
Artemisia frigid a
Artemisia tridentata
Astragalus sp.
Bouteloua gracilis
Bromus tectorum

Chrysothamnus nauseosus
Delphinium nelsoni
Grindelia squarrosa
Lappula redowskii
Lepidium perfoliatum
Sisymbrium altissimum

Table 8. DEER PELLET COUNTS

Drill Site

5

6
11
14
15
17

No. of Pellet Groups

23
5
21
12
15
30

Note: Clusters of deer pellets were counted in twelve randomly located
quadrats (20x20 ft) on each of six drill site locations.
Numbers of pellet groups suggest extent of habitat utilization.

Elk droppings were observed at three locations
sites 4, 9, and 14.

near drill

26

I A- 29

r

r

r

i

Table 9. SPECIES OF BIRDS AND MAMMALS IDENTIFIED FROM MAY 13 THROUGH
MAY 15, 1974, ON TRACT C-b (Species listed in phylogenetic
order)

Birds observed below 6500 ft

Birds observed above 6500 ft

mallard
golden eagle
raven

magpie

mourning dove
white-throated swift
violet-green swallow
rough-winged swallow
cliff swallow
barn swallow
western kingbird
empidonax flycatcher
myarcus flycatcher
hummingbird (?)
brewer's blackbird
red-winged blackbird
robin

nountain bluebird
green-tailed towhee

red-tailed hawk
swainson's hawk
turkey vulture
sparrow hawk
goshawk hawk
red-shafted flicker
raven

pinyon jay
clark's nutcracker
mourning dove
sage thrasher
robin

mountain bluebird
green-tailed towhee

Mammals observed below 6500 ft

Mammals observed above 6500 ft

yellow-bellied marmot

pocket gopher (t. talpoides?)

muskrat

mule deer

coyote

golden-mantled ground squirrel

chipmunk (E. minimus?)

pocket gopher (T. talpoides?)

woodrat (N. cinerea?)

cottontail (S . nuttallii?)

elk

mule deer

27

I A- 30

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I A- 35

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c

Appendix A
RESUMES OF RECONNAISSANCE TEAM

I A- 36

r

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*

JMM 6/73

Joe M. Merino terrestrial and

aquatic ecology;

Education

University of California, Riverside and California State University, San Diego: Doctoral

Candidate, Ecology

Duke University: Marine Ecology

University of Wisconsin: Limnology

Brigham Young University: M.S. Zoology, 1967

Brigham Young University: B.A. Zoology, 1961

Professional history

Woodward-Envicon, Inc., San Diego, Ecologist, 1971-date.

Brigham Young University, Animal Ecologist, Center for Environmental Studies, June 1971

— September 1971.

Environmental Engineering Laboratory, San Diego, Consultant in Biology, 1969-71.

University of California, San Diego Medical School, Research in Cardiac Dynamics, 1969-70.

University of Wisconsin, Milv/aukee, Laboratory assistant in General Zoology, 1967-69.

University of Wisconsin, Milwaukee, Project Assistant, Center for Great Lakes Studies, June

1968 - September 1968.

University of Wisconsin, Milwaukee, Graduate Advisor to NSF recipients, May 1968 —

August 1968.

Brigham Young University, Zoology Department, AEC/BYU Ecology Project, 1965-67.

Brigham Young University, Zoology Department, Research assistant, 1959-61 and 1964-67.

Bureau of Commercial Fisheries, La Jo/la, California, correlated fisheries to environmental

conditions, 1958-59.

Representative projects

Research assistant for the AEC/BYU Ecology Project at Mercury, Nevada delineating desert
plant and animal communities. Project assistant studying effects of harbor sediments on
planktonic and benthic plant and animal species from the Great Lakes for Army Corps of
Engineers. Consulting biologist on projects relating to discharge of power plant cooling
water into San Diego Bay, San Diego; Los Angeles— Long Beach Harbor, Los Angeles,
California; and into the Pacific Ocean at Carlsbad, California. Contributed to both terrestrial
and aquatic environmental studies as an ecologist in Colorado, Utah, Arizona, and California
for the Denver Water Board, the Navajo Project, and the LaJolla Beach and Tennis Club.

Honors

National Defense Education Act, Fellowship, 1971-72.
Center for Great Lakes Studies, Fe/lovsship, 1967-69.
National Science Foundation, Fellowship, 1967.

Affiliations

Western Society for Ma/aco/ogists, 1972.
Southern California Academy of Sciences, 1971.

I A- 37

r

<~

Publications

"A Study of the Effects of Water Discharge to South San Diego Bay from the Clair Engle
Desalting Plant". With R. L Chambers. Technical Report SD-9-73, 1972.

"Ecological effects of power station cooling water discharge in South San Diego Bay during
February-March 1971". With R. L. Chambers and R. F. Ford. Technical Report P.O. No.
C-821, 1971.

"Ecological effects of power station cooling water discharge in South San Diego Bay during
August 1970". With R. L. Chambers and R. F. Ford. Technical Report P.O. No. C-821,
1970.

"Food and Color Preference in the House Sparrow (Passer domesticus). " Manuscript in
preparation.

"Notes on the Biology of Dissodactylus calmani Rathbun 1918 (Decapoda-Pinnotheridae)."
Manuscript in preparation.

"Biological Observations on the Scorpions of a Grassland Community in Southern Utah. "
Manuscript in preparation.

"Notes on Dissodactylus borradailei Rathbun 1918 (Decapoda-Pinnotheridae), aCommensal
on the Heart Urchin, Meoma ventricosa L." Submitted to Crustaceana.

"Ticks of the Genus Haemaphysalis in the Western United States." (BYU Zoology and
Entomology), Thesis for M.S. Degree.

JMM 6/ 73

I A- 38

-

•

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♦

Born:

Fresent Fosition

Ed ucation:

RESUME

Warren R. Ke^iimerer

November 2 5, 19^6

Research Ecologlst - Stoecker-Keamraerer & Assoc,

Ecological Consultants

Capital University
Columbus, Ohio

196^.-19^8

B.S. cum laude

Awards and

Scholars "ii"ns

»

Professional
Affiliations

•

North Dakota State University 1968-1972
Fargo, North Dakota Fh.D. 1972

(Plant Ecology)

Student Participant, The American Museum of
Natural History -- NSF Undergraduate Research
Froeram at the Kalbflelsch Field Research
Station, Suffolk County, New York.

Summers 19^7 and 1968

National Defense Education Act Fellowship
at North Dakota State University 19^8-1971

Ecological Society of America

The British Ecological Society

The Society of the Sigma. Xi

American Institute of Biological Sciences

The Wilderness Society

The Nature Conservancy

Research History: Summers 19^7 and 19^3. NSF student participant

in vegetation studies at the Aalbfleisch Held
Research Station. fhe research projects were
designed for study of old field succession,
forest ecology, pattern analysis, the effects
of fire on old fields and forest understory, and
the effects of selective application of sylvi-
cide on succession in old fields.

1Q6H-1971. Thesis research project which was
designed to determine the structure and com-
position of forests along the Missouri niver
5n North uakota. Through ordination and
erwlient analysis techniques, relationships
between nlont species, communities, and en-
vironmental parameters .were determined.

1Q7?-1C73. Fost-doc toral research fellowship
at the University of Colorado, Institute of
Arctic and Alpine Research. Research work

I A- 39

f

'

'

•)

)

focused on the anticipated environmental
impacts resulting from a winter cloud seed-
ing program in the oan Juan fountains of
Colorado.

1973- Present. Ecological Consultant to
various companies Including:

Atlantic Richfield Comoany

Colony Development Operation

Cornell Howland, Hays & Herryfield,
Clair A, lill & Associates

Colorado Public Service Company

Kost of ray recent r^searci work has been
conducted in the oil stale region of west-
central Jolorado. The studies have been
designed to provide baseline ecological data
for the regional vegetation wilch can be used
In prediction of environmental impacts re-
sulting fro-1-! development of the oil shale
resource.

TeT.'ilns: lQ6fr-1368. Undergraduate laboratory assistant

experience: in ecology, general biology, and vertebrate

morphology.

lO^R-1071. Laboratory instructor in general
biology, general botany, plant ecology, and
plant systen?atics .

1Q71-1Q7?. . Lecturer in biology at Capital
University, Columbus, Ohio - Introductory
biology, p-r-neral ecology, and general bot ny.

1973. Lecturer in Biology at the University
o^ Colorado! Moulder - Advanced classification
o^ flowering plants.

Publications: Ke^mmerer, i< . :•:. and n. C. Johnson. 1970.

The vesjetntlon of the Missouri hiver flood-
pl^ln rorests. ^oc. of the N. D. ^cad.
Sci. 2<t(I), abstracts,

Keam-nerer, '<« . ft. 1972. The under story veg-
etation of the bottomland forests of the Missouri
Hiver in North Dakota. Ph.D. thesis, Korth
Dakota S^ate University, Pargo. 23^p.

Keyname rer, W. H. and P. J. Webber (compilers).
1073* The vegetation continuum: a collection
of readings. Manuscript.

Ke«mmerer, W. R. 197^-. Sulllvantla 1 a r pus 11
and Astragalus lutosua in Garfield County,
Colorado. Pro. of Colo. -Wyo. Acad. Scl. (Abstract)

I A- 40

f

<

<

Keammerer, W. R., W. C. Johnson, ar.d n. L.
Burgess. 197**. Floristlc analysis of the
Kissouri River bottomland forests In I^orth
Dakota. Submitted to the American Kid land
Naturalist.

Burgess, R. L., W. C. Johnson, and W. R. Keammerer.
1973* Vegr-tatlon of the Missouri River floodplaln
in North Dakota. Research Project Technical
Completion Report #UTI-221-0l8-73. fcorth Dakota
Water Resource.- Research Institute, Fargo. 162 p.

Tohnson, U'« C, »'. L. Burgess, and W. R. Keammerer.
197*i. Forest overstory vegetation on the Missouri
floodolein in North Dakota. Submitted to
F.colottlcal iioncra chs.

Consulting Keammerer, »;. R. 197**. The vegetation of
Rercrts : Parachute Creek Valley. Recort to Cclony

Development Operation, D^rver, Colorado.

Keammerer, -, . R. 197*1. The ve etation of the
Gr'ind Valley Area. Renort to Colony Development
Operation, r'env^r, Colorado.

Xeri"'merer, V« . R. and R. 2. Stoecker. 197**.
Preliminary rer.ort on the vegetation and wild-
life of Colorado oij shale tract C-o, Report
to Woodward -iSnvic on, Inc., Jan Die-c, Cal,

Stoecker, R. E. an! W. R. K~-.»"i merer. 197**.
Fowerline environmental analysis of larachute
Creek Valley. Report to Public Service Company
of Colorado.

Stoecker, n.. d.. and V, . R . Kearnmerer. 197**«
_ e ecology of Boulder Jr-e"- : environmental
inventory and evaluation of sewage treatment
alternatives. Renort to Cornell, Rowland,
Hayes, & Merry field; Clair A. Rill h Associates,
Denver, Colorado. clo.

I A-41

¥

)

CURRICULUM VITAE

Robert E. Stoecker, Ph.D.
Animal Ecologist

Stoecker- Keammerer & Assoc.
Ecological Consultants
395 30th Street
Boulder, Colorado 80303

Phone: (303) 443-9647
or (303) 494-7642

Education:

1960-61 - University of Missouri Resident Center, St.

Louis, Missouri.
1961-62 - V.'ashington University, St. Louis, Missouri.
1962-65 - University 01 Missouri, Columbia, Missouri

B.A. Degree 1965.
1965-67 - Montana State University, Bozeman, Montana

M.S. Degree 1967.
1967-70 - University of Colorado, Boulder, Colorado

Ph.D. Degree 1970.

Teaching Experience:

Animal Ecology 443 - 1972, University of Colorado, Boulder,

4 credit course.
Biology 100 - 1972, University of Colorado, Boulder.

Present University Affiliation :

Professor Adjoint - Department of Biology, University of
Color* io, .... ler.

Research Interests:

Predator-prey relations

Hunting and kill behavior among mammalian and avian

predators
Competitive exclusion
Alpine ecology
Social structures of mammalian populations

Consultant Experience:

1970-71 Industrial Bio-Test Laboratories, Inc.,

Northbroo1:, Illinois - Environmental impact
analysis of proposed nuclear power plants on
t e r r c s t r i a J faun a .

1971-74 Bureau of Reclamation - Environmental impact of
weather modilico.t.i.on on alpine fauna.

I A- 42

I)

>)

I)

Consultant Experience (continued)

1972 Army Corps of Engineers - Analysis of terrestrial
fauna in relation to flood control on Boulder
Creek, Boulder, Colorado.

1972 Flatirons Sand and Gravel Co. - Fauna of the

White Rocks vicinity. Boulder, Colorado. 2Cp.

1973-74 Geoecology Associates, Boulder, Colorado -

Environmental impact of community development
along the Colorado River near Grand Valley,
Colorado.

1973-74 Geoecology Associates, Boulder, Colorado -

Environmental impact of a proposed utilities
corridor along Parachute Creek, Garfield
County, Colorado.

1973-74 Atlantic Richfield Co. - Preparation of final

impact statement on proposed oil shale mining
operation in the Piceance Basin near Grand
Valley, Colorado.

1974 Public Service Company of Colorado, Denver,

Colorado - Powerline environmental analysis
of Parachute Creek Valley.

1974 CH2 M Hill Associates- The Ecology of Boulder

Creek: environmental inventory and evaluation
of sewage treatment alternatives. Boulder,
Colorado. 51 p.

Publications:

Stoecker, R.E. and C.E, lock. 1971. The effects of

weather modification on animals in the alpine
tundra. The San Juan Ecology Project. Colorado
State University, Department of Watershed
Sciences, pp. 191-219.

Stoecker, R.E. 1972. Animal distributions in relation

to snow in alpine tundra. The San Juan Ecology
Project. Colorado State University, Depart-
ment of Watershed Sciences, pp. 66-74.

Stoecker, R.E. 1972. Competitive relations between
sympatric populations of voles (Kicrotus
montanus and M. nennsylvanicus) . Journal of
Animal Ecology 41: 311-329.

Stoecker, R.E. 1974. Coyote predation on sheep in north-
western Colorado. Journal of Colorado-Wyoming
Academy of Science.

I A-43

•

•

•

)

Publications (continued)

Stoecker, R.E. and N. Cain. (in progress). Biogeomorphic
relationships of pocket gophers ( Thomomy s
talpoides) in alpine tundra. Journal of Arctic
I* and Alpine Research.

Stoecker, R.E. (in progress). Kill technique of the

African silver-backed jackal (Canis mesomelas) .
Journal of Hammology.

Stoecker, R.E. (in progress). Tracks of Mammals of the
United States. Western Publishing Company,
New York.

>)

i)

I A- 44

♦

•

Whiter R. Odening

£5 terrestrial ecology;

botany; zoology

Education

Duke University: Ph.D. Botany, 1971
University of California, Riverside: Biology.
San Diego State University: M.S. Biology, 1968.
San Diego State University: B.S. Biology, 1963.

Professional history

Woodward-Envicon, Inc., San Diego, California, Staff Scientist, 1973-date.

Environmental Consultant, 1972-73.

Grossmont College, El Ca/on, California, Biology Instructor, 1973.

University of Michigan, Assistant Professor of Resource Ecology, 1971-72.

Duke University, Durham, North Carolina, Postdoctoral Research Associate, 1970-71 .

Duke University, Durham, North Carolina, Research Assistant, 1969-70.

University of California, Riverside, California, Teaching Assistant, Biology, 1968.

San Diego State University, San Diego, California, Teaching Assistant, Biology and Zoology,

1965-67.

San Diego State University, San Diego, California, Research Assistant, 1964-67.

U.S. Food and Drug Administration, Los Angeles District, Inspector, 1963-64.

U.S. Navy, Engineering Aide, Surveyor II, 1959-61.

Representative projects

Dr. Odening has conducted a variety of environmental programs concerned with terrestrial
ecology. In addition to major contributions on environmental impact studies for water
supply and land development projects in southern California, he has conducted specific
studies in ecology in the transverse and peninsular ranges of that area and in the White

al California area. He has also participated in ecological studios of the
deciduous forest biome and desert areas. The desert studies emphasized the physiology and
taxonomy of desert shrubs.

Honors

Biomedical Sciences, Support Grant Research Traineeship, Duke University, 1970.

Affiliations

Ecological Society of America.

American Association for the Advancement of Science.

American Society of Plant Physiologists.

American Institute of Biological Science.

San Diego County, Off- Road Vehicle Advisory Committee. •

Publications

"Tissue Water Potential, Photosynthesis, 14C Labeled Photosynthate Utilization and
Growth in the Desert Shrub Larrea divaricata cav.," Oechel, W.C., B.R. Strain and W.R.
Odening, Ecological Monographs 42 (2) 127 141, 1972.

WRO 11/73 I A-45

«

I
"Photosynthesis Rates of a Desert Shrub Larrea divaricata cav. under Field Conditions,"
Oechel, W.C, B.R. Strain and W.R. Odening, Photosynthetica 6 (2) 183-188, 1972.

'The Effects of Decreasing Water Potential on Net CO 2 Exchange of Intact Desert Shrubs,"
Odening, W.R., B.R. Strain and W.C. Oechel, accepted by Ecology (currently under
revision).

"Negative Pressure Potentials in Larrea divaricata cav. and Their Possible Ecological
Significance," Odening, W.R., B.R. Strain and W.C. Oechel. Presented to A A AS 1971,
Abstract published in Bulletin of Ecological Society of America, 1971.

"The Effects of Transitory and Extended Periods of Cloud Cover on Net CO2 Exchange in
Loblolly Pine," Odening, W.R., J. Mulroy and B.R. Strain. Presented to A A AS 1971,
Abstract published in Bulletin of Ecological Society of America, 1971.

"Light Acclimation Potential in Loblolly Pine," Odening, W.R., J. Mulroy and B.R. Strain,
Photosynthetica.

"Negative Pressure Potentials (Turgor Pressures) in the Creosote Bush Larrea divaricata
cav.," Odening, W.R., B.R. Strain and W.C. Oechel, Canadian J. of Botany.

I A- 46

WRO 11/73

•

IM

Steven J. Puttmann biology

Education

Colorado State University: M.S. Fishery Biology, 1973.
Colorado State University: B.S. Fishery Biology, 1971.

Professional history

Woodward- Envicon, Inc., Fisheries Biologist, 1973-date.
Colorado State University, Graduate Research Assistant, 1971-73.
Alaska Department of Fish and Game, Fishery Technician, 1969, 1970.

Representative projects

Mr. Puttmann was involved in graduate research for the Colorado Division of Wildlife on
artificial propagation and management of the walleye in eastern Colorado irrigation
impoundments, and on artificial diet training for smallmouth bass. In addition, he
participated in several environmental impact analyses. The analyses evaluated the
Eagle-Piney Water Diversion Project in Colorado and the Homestake Reservoir Extension
Project, and the Gulf-Interstate Natural Gas Pipeline Project in Oregon, Nevada and
California. On the Eagle-Piney Project, his work involved inventories of benthic
invertebrates and analysis of fish population density and diversity. The inventories focused
on dam sites and tributary streams for several diversion configurations. Final reports were
submitted for impact analysis. The Homestake Extension activity included inventories of
benthic invertebrates and fish population density and diversity for major tributaries of the
Homestake watershed. A dam site had been proposed to supply additional water to the
cities of Colorado Springs and Aurora. His work on the Gulf-Interstate pipeline involved a
thorough literature review, compilation of the data available, and preparation of the
environmental impact reports for the sections of the pipeline in lower Oregon, Nevada, and
California.

Affiliations

American Fisheries Society.

American Association for Advancement of Science.

Trout Unlimited.

Bass Anglers Sportsman Society.

Publications

"Artificial Diet Training for Smallmouth Bass," M.S. Thesis, Colorado State University,
1973.

SJP 5/74

I A- 47

•

4

4

Robitl F. KnOX fisheries biology;

thermal effects studies

Education

University of Missouri: M. A. Fisheries, 1973.
University of Illinois: B.S. Zoology, 1968.

Professional history

Woodward- Envicon, Inc., Fisheries Biologist, 1973-date.

U.S. Army, Walter Reed Army Medical Center, Walter Reed Army Institute of Research,

Biological Sciences Technician, 1969-71.

Representative projects

Mr. Knox conducted qualitative sampling of fish and aquatic invertebrates as part of an
environmental impact study for a proposed water diversion plan in the Homestake Creek
region of the upper Colorado River drainage basin.

Previous experience includes qualitative sampling of zooplankton, aquatic invertebrates, and
fish in a steam-electric plant cooling reservoir on the Middle Fork of the Chariton River,
Missouri. Graduate research on this reservoir included quantitative studies of the effects of
thermal additions on the levels of lipid in various tissues, and the reproductive organs of the
white crappie. Graduate field work included quantitative methods of benthos and plankton
sampling, stomach analysis and collection of fishes.

Additional experience involved sampling of fish and invertebrates along the At/antic Coast
near the Indian River Inlet, De/avsare, under the auspices of the U.S. Department of
Agriculture graduate school; and sampling of fish and invertebrates in the Florida Keys
region under the direction of the Department of Zoology, University of Illinois.

Affiliations

American Fisheries Society.

Georgia Professional Fisheries Workers Association.

Publications

"Alteration of Lipid Content of Tissues and Gonosomatic Indices of White Crappie by
Thermal Additions in Thomas Hill Reservoir, Missouri," 1973.

"Evaluation of Environmental Alterations by Thermal Loading and Acid Pollution in the
Cooling Reservoir of a Steam Electric Station," 1970.

I A-48

•

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4

*

William D. Clark blo,°9v

f

Education

Colorado State University: B.S. Fishery Biology, 1971.

Professional history

Woodward-Envicon, Inc., Atlanta, Georgia, Fisheries Biologist, 1973-date.

National Fish Hatchery, Leadville, Colorado, Fish Hatchery Technician, 1972-73.

Peace Corps Training, University of Oklahoma Research Institute, Peace Corps Trainee,

1971.

Vermont Fish & Game Department, Swanton, Vermont, Biology Aide, 1970.

Representative projects

Mr. Clark was involved in the qualitative analysis of fish and aquatic invertebrates of the
Homestake drainage basin in the Upper Colorado River basin, Redcliff, Colorado. Prior to
that, he was associated with the chemical treatment of rainbow trout diseases and hatching
of wild lake trout eggs at the National Fish Hatchery, Leadville, Colorado. Mr. Clark also
received field training for intensive culture of carp for the Peace Corps, including field
collection of wild fish in Lake Texohma on the Red River. He had also been involved in the
field collection of a representative cross section of fish for mercury contamination studies in
Lake Champ/ain and the drainages of the Lamoille, Mississquoi, and Winooski rivers for the
Vermont Fish and Game Department.

Affiliations

National Wildlife Federation.

I A- 49

WOC 11/73

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cnuoum-EBncog, ia&

a suesioiAR< or wooowaro-cl*de consultants

1633 OLD BAYSHOnE HIGHWAY. BURLINGAMC. CA 04010 1415) 602-5310
MAfL ADDRESS: P. O. BOX 4187. BURLINGAME, CA 94010

July 3# 1974

Mr. H. M. Spence

Atlantic Richfield Company

2 Park Central Building

5th Floor

15th & Arapahoe

Denver, Colorado 80202

Dear Mr. Spence:

With reference to our telephone conversation today, I am
writing to confirm that the pre-exploration environmental re-
connaissance recently carried out by Woodward-Envicon, Inc. on
Tract C-b covered the proposed trailer sites.

As you are aware, the report covering this reconnaissance
is under preparation and will be forwarded to you on completion
However, in the meantime we confirm that our study team found
your selection of trailer sites to be satisfactory from the
environmental standpoint. It is anticipated that the impact
on vegetation and wildlife of trailers located at the. proposed
sites will be negligible.

Sincerely,

C. Bat'ra"
Program Manager,
Petroleum Industry

CB:ard

CNVinO.'.'MfNTAl. CONSULTANTS

I A- 50

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WOOGlVARD-EnVJCOH, IKC.

A SliOSiOlAOY OF WOOOvvaso-cltDC CONSULTANTS
• C.13 OLD HAVSMOHE HIGHWAY BUM INGAME CA 94010 (415) 692-5310
■MAIL ADOHCr-S P O. POX 4187. DUHLINGAMC. CA 94010

August 16, 1974
74-669

Mr. H. M. S pence " •

Atlantic Richfield Company .»

Suite 555, 2 Park Central
15th & Arapahoe
Denver, Colorado 80202

Dear Mr. Spence:

In response to Ms. Carol Hopkins' request by letter dated
August 2, 1974, our biological staff conducted a brief reconn-
aissance of additional sites and proposed roads, the locations
of which are shown on the 2 maps enclosed with her letter.

Dr. Joe Merino, the head of our biological team, reports
as follows on the findings of a 3 to 4 day reconnaissance carried
out by plant and animal biologists on his^ team during the wee];
of August 5, 1974.

Old Coreholes Cb-2 and Cb-4. These sites were inspected in-
cluding an area within approximately 100 ft of the site and it
was reported that carrying out exploratory work at these locations
would be acceptable from an ecological standpoint.

Relocation of Roads to Proposed Coreholes SG-4 and SG-17. Re-
location of roads to proposed coreholes SG-4 and SG-17 would in-
volve grading previously undisturbed terrain in lateral draws
leading to the ridges. These lateral draws support plant species
which are characteristic of both protected and exposed terrain on
the ridge slopes and narrow canyons . Mature trees are found along
the proposed routes. However, the plant species are neither rare
or unique.

CNVIHONMCNTAL CONSULTANT!

I A- SI

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Mr. H. M. Spence August 16, 1974

Denver, Colorado -2- 74-669

No unique or rare animals occur at these. locations. Deer,
however, utilize these draws for movement between valley and ridge
top. Disruption caused by road relocation per se would not have
a long-term adverse effect on big game movement. From an ecolog-
ical standpoint it would be preferable to improve existing roads
to SG-4 and SG-17 than to build new roads over undisturbed terrain.
However, if it is essential to relocate these roads, it is re-
commended that the Woodward-Envicon biological team at Tract C-b
be asked to flag mature pinyon and juniper trees so that these are
not cut down during the road construction activities.

Water Monitoring Well CH-18. The same comment applies to this site
as for Old Coreholes Cb-2 and Cb-4 above.

Road to CH-18. We understand that it is necessary to improve the
road to CH-18. In this connection it is recommended that mature,
healthy trees en route be flagged by the Woodward-Envicon biolog-
ical team at site so that these are not destroyed or damaged during
construction activities. In addition, it was observed that several
pinyon trees along' this road have been killed by or are infected
with bark beetles and their removal would be beneficial. Such trees
should be flagged by the biologists for removal.

Alluvial Wells. The 11 alluvial well site locations encircled in
green on one of the referenced maps were inspected in the same
manner as Old Coreholes Cb-2 and Cb-4 with the exception of the
site at the mouth of Sorghum Gulch. In the case of the latter, a
total area within 500 ft. (instead of 100 ft.) was inspected as
requested. It was reported that exploratory work at all 11 sites
would be acceptable from an ecological standpoint.

Relocation of Corehole SG-17. Mr. Don Tait of Atlantic Richfield
Company advised that for technical reasons location of the proposed
Corehole SG-17 could only be moved a little from the original
proposed location. The new proposed location was inspected by our
team who advise that clearing should be restricted to the minimum
area essential for the planned exploratory work. Further, it is re-
commended that extreme care be exercised during the clearing process
in order to minimize impact on the pinyon-juniper woodland on this
ridge.

1 A'52 WOODWARD -EHVICOH,IK&

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Mr. H. M. Spcncc August 16, 1974

Denver, Colorado -3- ■ 74-669

If you have any questions pertaining to the above, please
do not hesitate to call me.

Sincerely,

,0*
- C. Batra""^
Program Manager
Petroleum Industry

CB/jg

cc: Mr. A. J. Rogers

<-Ms. Carol A. Hopkins
Mr. Joe Merino

I A- 55

WOODV/AnO-EHYICOM,!!:

♦

»

WOODiM-EHVIGON, INC.

A SUBSIDIARY OF WOODWARD-CLYDE CONSULTANTS

1633 OLD BAYSHORE HIGHWAY. EURLINGAME. CA 94010 (415) 692-5310

MAIL ADDRESS: P.O. BCX 4187, BURLINGAME. CA 94010

October 3, 1974
74-669

AIRMAIL

Dr. Martin Redding
Atlantic Richfield Company
Two Park Central, Suite 555
1515 Arapahoe Street
Denver, Colorado 80202

—i •■!■»■])-)' >r

W

[ OCT 7 1974
Jli

M. J. REDDING

/

Dear Dr. Redding:

In response to Ms. Carol Hopkins1 request by letter dated
September 19, 1974, Dr. Joe Merino, the head of our biological
team, conducted a brief reconnaissance of additional sites and
segments of roads, the locations of which are shown on the two
maps enclosed with her letter.

Dr. Merino reports as follows:

ON-TRACT SITES

Old Coreholes On-Tract

The old coreholes on-Tract, Cb-1, Cb-3, 71-1 and 71-2, are showing
signs of partial revegetation. Coreholes Cb-1 and Cb-3 apparently have
been r-eseeded with grasses, but a large percentage of vegetative cover
is composed of mustards and other annuals. Young shrubs are not plenti-
ful, but their presence indicates revegetation. Coreholes 71-1 and
71-2 are located in the valley floors, and the dominant cover at these
sites is Russian thistle, Salsola sp. Some young sagebrush exists,
along with some grasses, which demonstrates natural revegetation.

Opening these old coreholes for exploratory work should not have
a significant adverse effect on the surrounding area from an ecological
standpoint. However, it is recommended that before activity begins,
our vegetation team should visit each site and quantitatively assess
the extent of revegetation. This will provide some basis, although
limited, for estimating rates of natural revegetation on the Tract.

Aquifer Test Site

The area surrounding the aquifer test site is primarily downed
pinyon- juniper with shrubs as an understory. Large numbers of saplings
of both pinyon pine and juniper exist (approximately 50-60 per acre)

tNVlROHMLNTAl CONSULTANTS

I A- 54

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Dr. Martin Redding Page 2 October 3, 1974

in this area. Scrub oak, bitterbrush, mountain mahogany and service-
berry are also plentiful in the area and are important browse species
for big game. Additionally, small pockets of yucca occur on the west
and northwest edges ,of the aquifer test site. The yucca is not wide-
spread in the area and therefore may be of some academic interest.
However, it is not a rare species.

From signs present, this area is used as winter feeding ground by
big game and possibly livestock. If an area within a radius of 1/4
mile of the aquifer site were denuded of vegetation, or if its productivity
is decreased significantly, then this portion of winter range would be
eliminated for deer use and its impact could be significant during
lean years.

OFF-TRACT SITES AND ROADS

Roads

Road construction between Sorgum Gulch and Cottonwood Gulch,
Piceance Creek and Sorgum Gulch and Piceance Creek and Cottonwood
Gulch will cause no significant damage to the natural vegetation.
However, its impact on the pasture lands had best be assessed by the
farmers that may be affected by this activity.

Old Coreholes Off-Tract

Old coreholes 71-3, TG2-1 and TG2-2 are similar in appearance
to 71-1 and 71-2 discussed above, but with less Russian thistle. Some
natural revegetation has taken place with native shrub species. Core-
hole Fed 2-b is similar to the Cb-1 and Cb-3 described above. Old
corehole 71-5 was not visited because of a locked gate approximately
1-1/2 miles from the site which precluded entry.

As in the case of the old coreholes on-Tract, opening these off-
Tract coreholes for exploratory work should not have a significant
adverse effect on the surrounding area from an ecological standpoint.
However, it is recommended that before activity begins, our vegetation
team should visit each site and quantitatively assess the extent of
revegetation. This will provide some basis, although limited, for
estimating rates of natural revegetation in the area.

If you have any questions pertaining to the above, please do
not hesitate to call me.

Sincerely,

C. Batra
CB/cc Program Manager

cc: A.J. Rogers . Petroleum Industry

Carol A. Hopkins

Joe Merino

A- 55

WOODWARD -EKVIGQN.ING

#

«

I

WOODV/ARD-EHVICOH, INC.

A SUBSIDIARY OF WOODWARD-CLYDE CONSULTANTS

1633 OLD BAYSHORE HIGHWAY, SUITE 20E, BURLINGAME,f4l5) 692-5310

MAIL ADDRESS: P. O. BOX 4187, BURLINGAME, CA 94010

December 3, 1974
AIRMAIL (74-669)

Dr. Martin Redding
Atlantic Richfield Company
Two Park Central
1515 Arapahoe Street
Denver, Colorado 80202

Dear Dr. Redding:

During the week of November 18, 1974, Woodward-Envicon bio-
logical personnel were asked by Ms. Joan Gibbs to conduct a recon-
naissance of a proposed drill site, SG21, to determine its environ-
mental suitability for exploratory drilling. Below is a report of
their findings.

The proposed drill site lies on the west side of Scandard
Gulch, approximately one-half mile south of the C-b Tract boundary.
The area of the drill site has been sprayed with a herbicide in
order to kill the sagebrush which is the major component of the
gulch habitat. The spraying procedure was about 50 percent effec-
tive, as there are still many live sagebrush plants interspersed
among the dead shrubs.

The herbaceous ground cover in the site area appeared to be
nearly 30 percent. The dominant species present is cheatgrass,
Bromus tectorum. Additional grass species present include Indian
rice grass, Oryzopsis hymenoidcs; wheatgrass, Agropyron sp.; and
Great Basin wild rye, Blyrnus cinercus. The grasses in the site
area are used primarily by cattle, although some deer and rabbit
use was also noted.

The rocky hillside immediately to the west of the drill site
is an entirely different habitat composed of pinyon pane, juniper
trees, and many shrubs commonly browsed by deer, such as bitterbrush,
service berry, and mountain mahogany. Other shrubs, such as snow-
berry, are also present.

ENVIRONMENTAL CONSULTANTS

I A- 56

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Dr. Martin Redding

Page 2

December 3, 1974

From gross observations, it appears that no rare species are present
at the site. The common small mammals, such as deer mice and cottontail
rabbits, are plentiful. The dens of the bushy-tailed pack rat are present
on the ridges. Deer trails cross the area, and deer sign are evident
throughout .

Construction and drilling activity will probably impact this site
minimally. Of course, some small mammals will be destroyed and others
will be displaced with possible death ensuing. The longer term impacts
will be removal of vegetation and its attendant fauna.

Disturbance to deer should be minimal and only during construction
and drilling activities. At other times, they should be free to move
about unhindered.

Species List of Plants Present at Proposed Drill Site
Shrubs and Trees

Amelanchier alnifolia
Artemisia tridentata
Cercocarpus montanus
Chrysothamnus nauseosus
Juniperus osteosperma
Juniperus scopulorum
Opuntia polyacantha
Purshia tridentata
Quercus gambe lii
Symphoricarpos oreophilus

Herbaceous Plants

Service berry

Sagebrush

Mountain mahogany

Rabbit brush

Utah juniper

Rocky Mountain juniper

Prickly pear

Bitterbrush

Gamel's oak

Snowberry

Artemisia frigida ■
Artemisia ludoviciana
Aster sp.

Bouteloua gracilis
Bromus tcctorum
Chenopodium sp.
Clcome scrrulata
Elymus cincrcus
Eriogonum sp.
Lepidium montanum
Or y zops is hymenoides
Physaria f loribuiula

Pasture sage

Sagewort

Aster

Blue grama

Cheatgrass

Lamb's quarters

Rocky Mountain beeplant

Great Basin wild rye

Eriogonum

Peppergrass

Rice grass

Double bladder pod

I A- 57

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Dr. Martin Redding

Page 3

December 3, 1974

If you have any questions pertaining to the above report, please
call Joe Merino or me. . .

Sincerely,

CB/cc

cc: Carol Hopkins, ARCO/Denver
Joan Gibbs, ARCO/Denver
Joe Merino, WE I/San Diego

)

0®*£a

C. Batra -**"^
Program Manager
Petroleum Industry

I A-58

WOODWARD-Eft'ISM, K!C.

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• REPORT ON THE ARCHAEOLOGICAL INVENTORY OF THE EXPLORATORY
DRILLING SITES AND ASSOCIATED ROADS, Cb OIL SHALE LEASE TRACT

Calvin H. Jennings

Department of Anthropology

Colorado State University

April 29, 1974

Abstract; The seventeen core drill sites, aquifer test site and associated
roads in the Cb oil shale lease tract, Rio Blanco County, Colorado, were
examined for cultural resources with negative results.

Purpose

The goal of this study was to determine the nature of the cultural
resources present in the vicinity of the exploratory drill sites and other
areas associated with the initial development of the Cb tract mining opera-
tion. The study was undertaken to meet the spirit of the lease require-
ments for the protection of the area's cultural resources.

Methods

Each drill site was individually examined on foot. Indications of

cultural resources sought included surface scatters of artifacts, archi-

!
tectural remains, and vegetation or topographic anomalies. I

The roads were only given spot checking in areas which were undisturbed
by chaining of the pinyon- juniper , which were sheltered, had a reasonably
sizeable flat area, and close access to water. This strategy was adopted
because a party under the supervision of Jennings had previously reconnoi-
tered the tract in July, 1973, and found no evidence of historic or pre-
historic occupation.

I B-l

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Results

No prehistoric or historic ^ites were found at any of the drill
.^ sites or at the aquifer test site. No sites were found on any of the
roads, either planned or existing. One site, 5 RB 69, was located
during the 1973 reconnaissance in T.2S, R.97W., NW% of NW% of Section 36.
This site will in no way be endangered by the exploratory drilling
program. '

Impact on Cultural Resources . •

On the grounds of the foregoing results no impact is seen for any
antiquities in the prosectuion of the exploratory drilling program in
the Cb tract. Consequently, no mitigating action is recommended.

One cautionary -note should be made here. The estimate of the
Impact on cultural resources in the Cb tract is based exclusively on
data collected from the present ground surface. It is possible, though ■
not likely, that there are deeply buried sites in the drainages and that
surface indications of- sites on the ridge tops may have been destroyed
by the range improvement operations of the Bureau of land Management.
Consequently, undiscovered sites may appear during development. If

i

unanticipated sites are encountered by contractor personnel during the

drilling program, the following actions should be taken.
/ \

1. Halt all operations which will have the effect of furthering
destruction of the archaeological site such as bull dozing or
grading. Drilling will not constitute a problem.

2. Do not attempt to collect materials from undisturbed portions
of a site or from the banks of excavations. However, noting the
existence of such material is to be encouraged. An observant
equipment operator may do much to speed up the resumption of
activities. ■

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I B-2

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3. Notify a qualified professional archaeologist immediately.
The archaeologist may be able to recommend the resumption of
construction work without an on-site examination if he is given
information on the nature of the site. This information should
include the depth of the culture bearing deposits, the color
and texture of the deposits, the spatial relationship between
the impact area and the site area, the kinds of artifacts or
relics found, and the nature of any features such as fire pits,
depressions or other stationary objects associated with the site.

r
If the contractor takes the foregoing actions and protects a site

from perhaps well-intentioned but nonetheless destructive activities of

his personnel, a minimum of damage to the cultural resource and of delay

to the project should result. It is not uncommon for contractors to

fail to report finding antiquities because of a fear of complications to

their effort resulting from salvage. It is emphasized here that the

competent professional archaeologist has no more desire to see construction

projects delayed than does the contractor. Such an archaeologist will

make every effort to achieve a useful compromise between the contractor's

needs and the needs of cultural resource conservation.

I B-3

Cli

t Jit

Department of Anthropology
Laboratory of Public Archaeology

Colorado State University
Fort Collins. Colorado
80523

July 18, 1974

Ms. Carol Hopkins
Atlantic-Pxichfield Co.
2 Park Central Building
Room 555

1515 Arapahoe Street
Denver, Colorado 80202

Dear Carol :

This is to inform you that an archaeological reconnaissance of
the support facility area has been made. The area examined is
located in T.3S., R.97W., Sec. 12, SW1/4 of .NE1/4 at the
junction of the main tract and the core hole #5 roads. The
extent of the area examined was 6C0 ft. x 300 ft. with the
long axis paralleling the main tract road (roughly northwest
to southeast) and abutting the road on its northern margin.

The results of the reconnaissance were entirely negative. Not
only did we find no sites worthy of inclusion in the National
Register of Historic Places, we find no sites whatsoever.
Consequently, we recommend that the locality described above
be used as the support facility area, as no cultural resources
are endangered by such use of the locality.

Sincerely,

, V^v- V

Calvin H. Jennings
Assistant Professor

•LCv

cc: Don Bruns, Craig District, BLM

Steve Howard, White River Resource Area, BLM
Gene Miller, State Office, BLM

CHJ: cjs

I B-4

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HAVS \ /

Colorado State University
Department of Anthropology Fort Collins, Colorado

Laboratory of Public Archaeology 80523

July 24, 1974

Ms. Carol Hopkins
Atlantic-Richfield Co.
1 515 Arapaho Street Rm. 555
Denver, Colorado 80202

Dear Carol : .'.■■'.

This is to report to you the results of our examination of the
relocated Core Hole 6, the "Plant Site Air Quality Monitoring Station",
and the portion of the power! ine passinq just to the west of Core
Hole 6 between poles 27 and 35 on July 20, 1974. This locality is in
T.3S., R.96W. , Section 7, SE 1/4 of NW 1/4 and SW 1/4 of NE 1/4. We also
attempted to locate Core Hole 7 but were unable to do so on that date.

We found no sites to be endangered by Core Hole 6, the air quality
monitoring station, or the section of the associated power! ine described
above. Consequently, use of these localities is recommended from the
archaeological point of view.

In our search for Core Hole 7 we did encounter one small site very
nearly in the center of Section 5 (T.3S., R.96W). The site, designated
5 RB 136 and described on the attached sheet, is not of National Register
significance. However, in the event that any development is planned for
the area indicated on the attached map, I would appreciate notification
so that the site may be investigated more fully, insuring documentation
of its contents prior to any disturbance.

Also enclosed is a copy of the tract map indicating the areas already
examined for archaeological remains as a part of the Cb exploratory pro-
gram. This is provided at the request of Mike Spence and will be updated
as we complete the examination of the other tract facilities.

Sincerely,

OcUL

Calvin H. Jennings
Associate Professor

CHJ/apm . . .

Enclosures 4

cc Don Bruns, Craig District, BLM

Steve Howard, White River Resource Area, BLM

Gene Miller, State Office, BLM

I B-5

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Midland Hotel
Rifle, Colorado
August 9, 1974

Ms© Carol Hopkins
Atlantic-Riclif ield Co.
1515 Arapahoe St., Rm0 555
Denver, Colorado 80202

Dear Carol:

This is to report to you on the status of archaeological
clearences for various aspects of the Cb oil shale tract ex-
ploratory program o

The following localities have been examined and cleared
on archaeological grounds:

lo MET /SPARE tower, S$k of SW% of SVAt of Section ?»

2o Core hole S-G-7* near the center of Section 7<>

3o Air Quality stations, all locations<>

^.© "A" series drill sites #1-13<>

5o Core hole SG-18,

60 Water Quality stations, all locations.

7o SG-18 roadc

8. New alignments of the SG-lj. and SG-17 roads o

9« All power line alignments o

No archaeological sites were found to be endangered by
planned developments at the above noted locations 0 We did
as you suggested and examined the entire mouth of Sorghum
Gulch and found nothing in the localityo Consequently, I
feel justified to say that no sites of significance will be
endangered by the Cb tract exploration.

You should be advised that we have recorded another small
site near the northeastern corner of the tract e The site,
3>RB!i«.6, is located just north of the h section monument en
the boundary between Sections 5 and 8© I will send ycu a
copy of our site record form when I got access to a xerox
machine o V/a also have located another site on the western
side of the tract in the SW^f of the SEk of Section 2. Neither
of these sitos is endangered under current development plans
but their existence should be kept in mind when changes in
the present plans are considered or when expansion of the
tract development takes place 0

This is also to inform you that I am removing my crew
from the field we have apparently reached the end of our
usefullness to the exploratory program. After August 11
I can be reached through either my home phono (lj.93-6919)
or the Anthropology Department at CSU (lj.91~5iUl-7) © I will
be out of town from August 16 through August 27*

Sincerely, ,

n • ■ • m i

Calvin Ho Joinings x^~

I B-6

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••;•'., September 11 , 1974

Colorado State University
Department of Anthropology Fort Collins, Colorado

Laboratory of Public Archaeology • 80523

Ms. Carol Hopkins
Atlantic Richfield Co.
1515 Arapahoe St., Rm. 555
Denver, Colorado

Dear Carol :

In response to your telephone request of this date for information on
antiquities that might be present in the vicinity of the road connect-
ing the tract with the Picenace Creek road and of the Cb-1 core hole
I can inform you that no sites are endangered in either locality. There
are no sites ate all in the vicinity of the Cb-1 core hole. A small
chipping station was recorded about 200 meters northwest of the road on
the rim of the terrace overlooking the Piceance Creek flood plain during
our reconnaisance of the tract area in 1973. re-examination of the local-
ity during the 1974 field season produced no new information and the site
clearly has no value in terms of the National Register. In addition, its
distance from your construction activities indicates no real danger to it,

From the point-of-view of archaeological conservation there is no reason
why your projects for these two localities cannot be undertaken.

Sincerely,

Calvin H. Jennings, ^)

Director ^-^

CHJ

I B-7

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Colorado State University
Department of Anthropology • Fort Collins, Colorado

Laboratory of Public Archaeology 80523

September 25, 1974

Ms. Carol Hopkins
Atlantic Richfield Co.
1515 Arapahoe Km. 555
Denver, Colorado 80202

Dear Carol

This is to transmit to you our report on the most recent set
of localities to be subjected to examination for antiquities. This
set was given to us by telephone on September 11. The field work
was carried out by G. A. Bair between September 17 and 22.

Please let me know if you have any questions regarding this

report. Copies of the report will be circulated tc the Bureau of

Land Management and National Park Service as required by our antiq-
uities permit.

Sincerely,

Calvin H. Jennynqs] Vw^

Director

CHJ/apm
Enclosure

I B-8

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Archaeological clearance surveys were conducted at a series of proposed
well sites which are part of the C-b Tract exploratory program WR 74-7.
This work was carried out under United States Department of Interior Antiq-
uities Act Permit 74-C0-055 during the period 17 September to 22 September,
1974. A total of 30 and 1/2 field hours were required to perform the
necessary duties, or just under four man-days. An additional two hours
were spent writing, editing, and typing the present statement.

No significant archaeological remains or sites of National Register
quality were encountered at or in the immediate vicinity of the proposed
well sites or along the road alignments described below:

1. Well Cb-3 NE corner of C-b Tract in Section 5 (T.3S; R.96W)

between archaeological sites 5RB136 and 5 RBI 46.
This well location will utilize an existing pad.

2. Well 71-1 SW corner of C-b Tract in Scandard Gulch NE 1/4 of

NW 1/4, Section 13 (T.3S; R.97W). Well located in
sagebrush bottom.

3« Well 71-2 SE corner of C-b Tract in West Fork of Stewart

Gulch, NE 1/4 of NE 1/4, Section 17 (T.3S; R.96W).
Well located in sagebrush bottom.

4« Well 71-3 South of C-b Tract in West Fork of Stewart Gulch,
NW 1/4 of NW 1/4, Section 29 (T.3S; R.96W). Sage-
brush bottomlands.

«

5.' Hell 71-5 SE of C-b Tract in Middle Fork of Stewart Gulch in
NE 1/4 of Section 33 (T.3S; R.96W), east of the
road at the mouth of a major tributary to Middle
Fork. Well will utilize an existing pad.

6. 'Well TG2-1 SE of C-b Tract at confluences of East and West
Twin Gulches with Middle Fork of Stewart Gulch.
South center of Section 21 (T.3S; R.96W). Well
Is located in area presently under agriculture.

7.' Well TG3-2 SE of C-b Tract on East Fork of Stewart Gulch in
Section 23 (T.3S; R.96W). Sagebrush bottomlands.

I B-9

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>

8. Well Fed. 2-B East of C-b Tract in vicinity of spot elevation

7256, SW 1/4 of NE 1/4, Section 10 (T.3S; R.96W).
High ridge covered with pinon-juniper forest.
. ' "Access road not specified or cleared.

9. ' Aquifer Test On C-b Tract, center of Section 7 (T.3S; R.96W).

An area of one-quarter mile was conducted around
the entire site. Site located in chained timber
area.

10. ' Road Cottonwood Gulch to Sorghum Gulch, utilizing an

existing trail along the base of the escarpment
between the two drainages. Northern edge of C-b
Tract in Sections 5 and 6 (T.3S; R.96W). Base of
slope in sagebrush and directly adjacent to private
' agricultural lands.

11. Roads Access to well sites which cross Piceance Creek

from Section 32 (T.2S; R.96VJ) south to Section 5
(T.3S; R.96W) and from Section 31 (T.2S; R.96W)
south to Section 6 (T.3S; R.96W). These roads
cross private agricultural lands.

With the exception of the access road to Well Fed. 2-B, it is recommended

that archaeological clearance be granted for all the above locations.

Gerald A. Bair, Field Archaeologist
Calvin H. Jennings, Project Director

Laboratory of Public Archaeology
Department of Anthropology
Colorado State University
Fort Collins, Colorado 80521

September 25, 1974

>

I 3-10

• . Colorado State University

Department of Anthropology Fort Collins, Colorado

Laboratory of Public Archaeology 80523

November 15, 1974

Ms. Carol Hopkins
Atlantic Richfield Co.
1515 Arapahoe Rm. 555
Denver, Colorado 80202

Dear Carol:

Enclosed is our report on the survey of the SG-20 and -21
drill locations on the Cb Oil Shale Tract. As you will note, we
found no evidence of any cultural resources at the locations and,
therefore, nothing of archaeological or historical significance.

Thank you for sending us the USGS approval of the archaeological
study plan. I see no problems in meeting their requirements.

I have not as yet received the paleontological specimens you
told me about. I discussed the problem with the State Archaeologist
and he feels that his office can take responsibility for passing
them on to a qualified paleontologist. When they arrive here I will

include them with our own specimens and send them on to Boulder.

Take care and have a nice Thanksgiving holiday.
Sincerely,

CJ

Calvin H. Jennings
Director

CHj/apm
Enclosure

I B-ll

• The following drill locations were inspected on November 1, 1974, and
clearance is hereby granted by the Laboratory of Public Archaeology, Colorado
fcate University, Fort Collins.

$6-20 (T 3 S, R 96 *W, Sec. 31 SW 1/4 of SE 1/4 approx.)

Site is located at the mouth of Cottonwood Gulch and adjacent
to a v/ater monitoring station. No evidence of prehistoric
activity.

$6-21 , (T 3 S; R 97 W, Sec. 13 SW 1/4 of SE 1/4 approx.)

South of tract in Scandard Gulch. Site is located in sagebrush
bottom; however, arroyo cutting may necessitate removal of an
area to the west of the present road alignment. No evidence of
archaeological importance was found in the sagebrush, nor on
the higher slopes on the west side of Scandard Gulch.

The above clearance was performed by two individuals with a total time
of four hours including travel to and from Rifle, Colorado, or one man-day.

»

Submitted by:

Gerald A. Bair
Field Archaeologist

cc' C. H. Jennings
Project Director

>

I B-12

Colorado Stale University

Department of Anthropology . * Fort Collins, Colorado

Laboratory of Public Archaeology • ■ '. 80523

November 18, 1974

Ms. Carol Hopkins
Atlantic Richfield Co.
1515 Arapahoe Rm. 555
Denver, Colorado 80202

Dear Carol:

In response to your query of November 18 concerning the
examination of the road to well location SG-21, we have nothing
to report. The alignment was examined and no antiquities were
located. I am sorry for our oversight in omitting this information.

Sincerely,

Col_

Calvin H. Jennings

Director

CHj/apm

I B-15

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Section II
Surface Water

The required collection of environmental data and moni-
toring programs for surface water was commenced April 23, 1974.
Included in this section is all the data available as of
November 30, 1974, for the Surface Water Program which consists

of: _-_ . . . . .

(1) surface water stream gauging and water quality
analytical data

(2) inventory of natural surface features such as
seeps and springs.

Much of the data presented is in supplement to that actually
required by the Oil Shale Lease Environmental Stipulations. As
defined by the Lease, water gauging stations are required on the
major drainages of Tract C-b and, as defined by the Mining Sup-
ervisor, upstream and downstream of the Leased land. The Lease
requires that records be maintained of all data collected which
includes :

(1) continuous stream flow records

(2) continuous water temperature records

(3) continuous precipitation records

(4) continuous sediment records

(5) periodic analyses for selected inorganic and organic
chemical constituents, as directed by the Mining
Supervisor .

Presented in Table II A-l of this section is a summary of
all surface water requirements as defined by the Mining Supervisor.
Tables II A-2 through II A-ll tabulate all actual data compiled

including that not required by the Lease.

Although originally located in the Flora and Fauna section
of the Oil Shale Lease Environmental Stipulations, the require-
ment for an inventory of natural surface features, such as seeps
and springs, has been included as part of the Surface Water Program.

Following such an inventory, water quality samples were col-
lected from each spring and seep identified. Although not required
by the Lease, a complete water quality analysis was performed on
each sample and the resulting data is tabulated in Table II A-12.

II A-l

r

c

( i

SECTION II
SURFACE WATER
DESCRIPTION OF CONTENTS

Table/Figure No
Fig. II-A-1

Title/Description

Surface Water Gauging Station Locations
A map of the thirteen stream gauging
stations installed in the spring of
1974 by the Colorado District, U.S.G.S.
Water Resources Division, in coopera-
tion with the Colorado River Water Con-
servation District. The U.S.G.S. Water
Resources Division sub-district office
in Meeker, Colorado, is currently
operating and maintaining the stations,
collecting water samples, and analy-
zing for water quality parameters.
Nine of the gauging stations are loca-
ted on ephemeral or intermittent
streams. The other four, however,
are located on perennial drainages
and are considered major gauging
stations. The correct station names
and associated U.S.G.S. numbers are
listed below. The major stations
are designated with an asterisk.

Page No,
II-A-4

* (1
(2

* (5
(4
(5
(6
(7
(8
(9

(10

(11

*(12

*(13

09306007-Piceance Creek below
Rio Blanco

09306015-Middle Fork Stewart
Gulch near Rio Blanco
09 5060 22- Stewart Gulch ab West
Fork near Rio Blanco
09306025-West Fork Stewart
Gulch near Rio Blanco
09 3060 28- West Fork Stewart
Gulch at mouth near Rio Blanco
09 3060 33- Sorghum Gulch near
Rio Blanco

09306036- Sorghum Gulch at
mouth near Rio Blanco
09306039- Cottonwood Gulch near
Rio Blanco

09306042-Piceance Creek Tri-
butary near Rio Blanco
09506050-Scandard Gulch near
Rio Blanco

09306052-Scandard Gulch at
mouth near Rio Blanco
09306058-Willow Creek near
Rio Blanco

09306061-Piceance Creek ab
Hunter Creek near Rio Blanco

II A-2

.

6

l<

SECTION II- SURFACE WATER (cant.)

Table/Figure No. Title/Description Page No,
Rain Gauge Data II A-5

) \

Table II-A-1 Surface Water Quality Analytical II-A-6

Program Requirements
4"

Tables II-A-2- Water Quality Data Summary Tables II A- 7

II-A-11 A tabulation of data compiled from through

U.S.G.S. computer print-out sheets. II A- 16

The bulk of the data is from the four
major gauging stations from which
water quality samples are routinely
collected and analyzed. Water samples
are collected at the remaining stations
every other week whenever flow occurs.
The stations in addition to the major
gauging stations for which data has
been compiled include:

(1) U.S.G.S. No. 09306025

(2) U.S.G.S. No. 09305030 (this
station was later moved and
renumbered U.S.G.S. No. 09305022)

(3) U.S.G.S. 090306050

U.S.G.S. Water Quality Computer II A-17

Print-out Sheets - All stream water through

quality parameters are presented by II A-59

gauging station. The Data Summary
Tables II-A-2 through II-A-11 were
generated from this bulk data.

Fig. II-A-2 Seeps and Springs - a map of all seeps II A-60

and springs located near Tract C-b. An
inventory of local scops and springs was
conducted by field geologists. It was
concluded that there are no major springs
on Tract C-b. Water quality samples were
collected, however, from all springs and
seeps near the Tract and the data is
included in this report.

Table II-A-12 Seeps and Springs - Water Quality II A- 61

Analytical Program Summary Table

Seeps and Springs - Laboratory Water II A-62

Quality Analysis Sheets - Water samples through
from ten seeps and springs near C-b Tract II A- 85
were analyzed. Major and miner consti-
tuents were done by Industrial Laboratories,
Denver, Colorado. Trace elements were done
by Commercial Testing and Engineering, Golden,
Colorado, and radioactivity was done by
Hazen Research, Inc. , Golden, Colorado.
The data presented in Table II-A-12 was
generated from this bulk data.

II A-3

\<

Ki

1 ^

i
■ w

i

sJj «W
tWILLOW CREEK
NEAR RIO BLANCO^

r 0 9 30 60 4 zWM^'m

fPICEANCE CREEK TRIBUTARY
NEAR RIO BLANCO*

m

\

v

rSCANDARD GULCH AT io
MOUTH NEAR RIO BLANCO

^X

09306007
PICEANCE

CREEK

iEAR "RIO BLANCO fi^ORGHUM GULCH/BELOW RIO BLANC04 ;

AT M6UTH imc
/RIO BLANCO.

V

b

w

o

<aW

■d"""

J9036050

►CANDARD GULCH NEAR
BLANCO

K</

SORGHUM GULL.
.NO BLANCO,

09306022 /

STEWART GULCHWf

. ABOVE WEST FORK?

.^NEAR RIO BLANCO __

J& 09306028 ^m$^/Ws

WEST FORK STEWART *&

GULCH AT MOUTH \|t

NEAR

0 BLANCO

5

r i

DOLE FORK STEWART
IGULCH NEAR.
RIO BLANCO JsP ')f

WEST FORK STEWART GULCH

NEAR RIO BLANCO

?//

SURFACE WATER GAUGING

STATION LOCATIONS

TRACT C-b

®

GAGING STATION
MAJOR GAUGING STATION
TRACT BOUNDARY

I MILE

IE A-4

FIGUREUA-I

<r<

1

!

Rain Gauge Data

Four storage-type rain gauges were installed at four
water gauging stations on Tract C-b during the fall of 1974.
This was done to" comply with requirements set forth by the
Area Oil Shale Supervisor in August, 1974, to improve area
precipitation coverage and continuous precipitation records.
The stations at which such data is being collected are:

(1) USGS No. 09306022 Stewart Gulch above West Fork
near Rio Blanco

(2) USGS No. 09306015 Middle Fork Stewart Gulch near
Rio Blanco

(3) USGS No. 09306058 Willow Creek near Rio Blanco

(4) USGS. No. 09306050 Scandard Gulch near Rio Blanco.

In addition, precipitation data is being recorded at five air
quality stations on or near the Tract. (See Section II C.)

The U.S.G.S., who operates and maintains the four gauges, has
verbally reported that no precipitation events were recorded
at these stations through November 30, 1974, the period of
record for this report.

II A- 5

<p

((<

a

TABLE II A-l

SURFACE WATE1

R QUALITY

ANALYTICAL PROGRAM REQUIREMENTS

Semi-

Continuous

Monthly

Quarterly Continuous

When Possible

1.

Ammonia

X

2.

Arsenic

X

3.

Barium

X

4.

Bicarbonate

X

5.

Boron

X

6.

Cadmium

X

*

7.

Calcium

X

8.

Carbonate

X

9.

Chloride

X

10.

Chromium

X

11.

con

x(M)

12.

Col i form, Total § Fecal

x(M)

13.

Color

X

14.

Conductivity, Specific

x(M)

x(0)

15.

Copper

X

16.

Cyanide

X

•'

17.

Dissolved Oxygen

X

x(M)

18.

Fluoride

X

19.

Cross Alpha*

xfM)

20.

Gross Beta*

xfM)

21.

Iron

X

22.

Kjeldahl Nitrogen

X

23.

Lead

X

24.

Li thium

X

25.

Magnesium

X

26.

Manganese

X

27.

Mercury

X

•

28.

Nitrate

X

29.

Nitrite

X

ta

/->j-_

X

jj .

VU'Jl

31.

Oil $ Grease

X

32.

Ortho-Phosphate

X

33.

Pesticides

xfM)

34.

PH .

X

xf>0

35.

Potassium

X

36.

Selenium

X

37.

Silica

X

38.

Sodium

X

39.

Solids. Dissolved

X

40.

Solids, Suspended (sediment)

x(M)

x(0)

41.

Sulfate

X

42.

Sulfide

X

43.

Turbidity

X

x(PC)

44.

Zinc

x(M)

45.

Complete element scan for
all trace elements

x(M)

46.

Total Organic Carbon (TOC)
If TOO 10 mg/liter, then
Dissolved Organic Carbon
Suspended Organic Carbon
Phenols

Po 1 ycyc lie A roma tics
Sulfur (acid extraction)
Nitrogen (base extraction)

x(M)

47.

Stream Flow (discharge)

x(M)

x(0)

48.

Water Temperature

x(M)

x(0)

* Depending on count, thorium 230, radium 226, and natural uranium may be required

(M) Major Gauging St.it ions Only.

(0) All Gauging Stations Except Major Stations.

(PC) Piccance Creek Gauging Stations Only.

II A- 6

•

<J

TABLE II -A- 2

Piceancc Creek Below Hlo Blanco, CO.
U.S.G.S. No. 09306007
. April - August, 197U

AlkiiUnity (r.g/l)

Aluminum (uK: 1 )

3^__ Aromatlcgj Pc'.ycyclle

(ur./D

It. Arm-nic (ur/1)

5 Barium (ug/1]

(«)6. Beryl lluri (u,-,/l)

7. Bicarbonate ,ur,/l)
(«)8. Bismuth (ug/1)

9. Boron (ug/1)
10. Cadmium (ug/1

Carbonate (mg '1)

Carbon Dioxide (mg/1]

13. Chloride (mg/I)

lU. Chromium (ug/1)
»)15. Cobalt (up/1)

16. COD dap: 1)

17. Coli form, Total & Fecal (CL./lOOtn

18. Color (Ft-Co Scale)

U/23

U56

U.6

I9. Conductivity. Specific (uvr)

20. Copper (uk/1)

21. Cyanide rng/1

22. Discharge (CF5)

23. Dissolved Or.ven (mg/1)
2U . Fluoride (mg, - )

(«)25. Gallium (ug/1)
(*)26. Germaniug (uc/l]
(«)27. Hardness (Ca

Ss£ii:

(«)28. Hardness. Nor.-Carbonate
29- Iron (ug/l)

(mg/1)

30. K.1eldahl Hit r: (-en
31 ._ Lead (ug/l)

(r.^/1)

32. Lithium (ug/l)

33. Magnesium (r.g/1)

3U. Manganese

35. Mercury (ug/I

(uc/1?

(«)36. Molybdenum (,-/l) .

(«)37. Nickel (ug/1'

38. Nitrate (mg/1)

39. Nitrite (mg/1)

1*0. Odor (quali

Ul. Oil & Grease '::;/!)
U2. Ortho-Phosphate (mg/1]

(«)U3. Ortho-Phosph:rus (mg/1)
U tt . Pesticides -g 1)

>*5. PH

l>6. Potassium (mg/l)

U7. Selenium ( ug '1 )
U8. Silica (mg/1.

(«)U9. "Silver (ug/l]

Sodium (mg/1]

(*)51. Sodium Adsorption Ratio
(»)52. Sodium

53. Solids

Dissolved (r.g/l)

5I4. Solids. Suspended
(«)55. Strontium (u-'/l)
56. Sulfate (mg/1)

§2, Sul fide (m- 1 )

S_8_._ Temperature °C)

(*)59-

LusZil

(*)60. Titanium ( u>- [1 )
6l. Turbidity v

(«)62. Vanadiu- (u-.'l)

63- Zinc (ug/1)

6U. Zirconium (u.-/l)

65. Calcium (mg

66. Complete Ele.-.ent Sc^n

67. Radioactivity
Gross Alpr.°. (pel]

Radium

Gross Beta

Thorium

?30*

Uranium **

68. Total Organic Carbon (TOC)

If TGC7- 10 ny-/liter. then

Nitrogen <3e.se Extraction)

Organic C-rbon, Dissolved

Organic Carbon. Suspended

Phenols

Sulfur (Acid Extraction)

5/3

5 /IT

:i3o

1.3

110

lii

1=2

12.

1080

•r.

130

<6

<J-L

POP

JL5_

<1S

U92

e'lOO

2)40

_0_

JLL

6/lU

200

^80:

.250.

_i^.

_L5_

12U

<U

.7

12-

.8

£S_

320

U0

TBT

.06

.02

3.2

?-7_

15

TT

^T

10

.70

.03

380

<1L

U0

67

100

6.6

14 10

300

<lb

10

V?Q

6J4

.9

It 10

30

§m

tjT

6/26
-1TBT"

JLZli

50S

/n

44
J7h

100

■000

< .

_5fiL

_UJ-

7/20

UUI

8/ 3

"17H7T

250

»LJ

6.;

260

II. 0

_LL

Iti'j-

21l0

t6

1190

6.91

1.0

1400

UO

52

210

^

.01

8.2

3-1

IT

2.1

325

160

10. 0X

-Q2_

576

1U0

7.5

.09

.03

8.2

3.U

17

.12

.ou

2.9

17

10

53

iuo

.0

.15

.18

.06

U. 3

1200

1270

13c0

1030
12

7-0

6.U

lt.0

.9

.9

^90

UQQ

_k£0_

20

UO

50

50

3U0

150

1210

.£-

39C

10

52

UO

10

W

10

50

0

IT

.08

.06

.02

110

C2

UTo"

2.5

?:

701

180

9.0

££.

3.0
17T~

792

1600

17

lUo

3-0

190

11.0

_2k

■11

: 0

<2U

180

15

150

3.3

Ul

180

200
.0

230
.0

180

1UQ

.03

.ou

.01

.lSo_

. „Q -

■ 15

.03

.06

.00

.01

.00

■ 0~

LLi

5.2

U.l

Ml.

JLI.

13

lU

lUO

150
3.3

[150
1.2

160

1 -5
5.7

ml

ryro

uu

us

uu

776

15.0

J&-

180

19.0

783

809

180

180

190

200

19-0

16.0

10.5

22.0

190

20.0

Jl

UO

_2Q_

10

UO

76

Jl

18

1U(

190

8/10

350

_I5_

i-"".

. :- : ■

6 'J

(•) Not Required

• Required if Gross Alpha > U picocuries per liter (pel)

•• Required if Gross Beta > 100 picocuries per liter (pel)

N Non-Instantaneous Discharge

II A-7

k,

k

k

TABLE II A- 3

Piceunce Creek Below Rio Blanco, CO

U.S.G.S. No. 09306007

September - February, 1975

_lllb_^ukalinlty ("■ft/1)

(*)2. Aluminum (un/1

3. Aromatlcs, Polycyclic (ug/l)

U. Arsenic (ur/1)

5_. Murium (ug/l]

(«)6. Beryllium (ug/l)

T_.__ Bicarbonate (ur./J )

(»)0. Bismuth (ug/l)

9. Boron (ur/1)

10. Cadmium (ug/l)

Carbonate (mg/l)

11.

13.

1 U . Chromium (ug/1)

Carbon Dioxide (mg/l I
Chloride (mg/l)

(«)15. Cobalt

16. COD

t (ur/i;

Imc/l)

XL.
18.

Coliform, Total & Fecal (01. /100m
Color

19. Conductivity. Specific (mr)

20. Copper (ug/l)

21. Cyanide (mr/l)

22. Discharge (CFS)

2IH

23. Dissolved Oxygen (mg/l)

2h. Fluoride (mg/l)

(«)25- Gallium (ug/l

(*)26. Germanium (ug/l)

(»)?7- Hardness (Ca. Mr) (mg/l)

(*)28. Hardness. Non-Carbonate (mg/l)

29. Iron (ug/l)

30. Kjeldahl Nitrogen

(mg/1)

31. Lead (ug/l)

32. Lithium (ug/l)

33. Magnesium (mg/l)
3U . Hgaganese (ug/l)

35. Mercury (ug/l)

(*)36. Molybdenum (ug/l)
(»)37- Nickel (ug/l)

36. Nitrate (mg/l)

~39- Nitrite (mg/l)

UP. Odor (qualitative)

1<1. Oil & Grease (mg/l)

142. Ortho-Phosphate (mg/l)
(*)U3. Ortho-Phosphorus (mg/l]
Mj. Pesticides (ug/l)

1*5. PH

U6. Potassium (mg/l)
U7 . Selenium (ug/l)

li8. Silica (mg/1)

(«)U9- Silver (ug/l)

50. Sodium (mg/l)

(*)51. Sodium Adsorption Ratio

(*)52. Sodium [%)

53. Solids, Dissolved (mg/l)

5U . Solids. Suspended
(»)55. Strontium (ug/l)
56. Sulfate (mg/l)

57- Sulfide (nWl)
Temperature (°C)

(»)59. Tin (ug/ll

(*)60. Titanium (ug/l)
61. Turbidity (JTU)
(*)62. Vanadium (ug/l)

63. Zinc (ug/l)

6k. Zirconium (ug/l)
65, rolrium frpp/l)

66. Complete Element Scan

67. Radioactivity

Gross Alpha (pel)
Radium 226*

Gross Beta

Thorium 230**

Uranium **

6^-. Total Organic Carbon (TOC)

If TOO- 10 mg/liter. then

Nitrogen (Base Extraction]
Organic Carbon. Dissolved

Organic Carbon. Suspended
Phenols

Sulfur (Acid Extraction)

Q/20

h:>8

21ZL

100

120

i±.

1080

.02

160

13.

1060

]0/'t

;o/"3

1.0

380

30

50

50

.0

wrr

.:

3^0

120

kh

50

.1

^r

.02

O"

120

2.7

21

.03

01

3-2

16

110

kO

696

160

8.0

20

ZQ_

2.6

kl

6^9

150

7-0

63

=1

(*) Not Required

» Required if Gross Alpha > h picocuries per liter (pel)

•« Required if Gross Beta > 100 picocuries per liter (pel)

N Bon-Instantaneous Discharge

IJ A-8

4

wun.i. ii-n-i

West Fork Stewart Qulch Near Rio Blanco, CO.

U.S.G.S. Bo. 09306025

April - August, 197><

J_»|l. Alkalinity (mr./l.l
(*)2. Aluminum (ur/l)

'* *■ *■" 1 L* 1 1

Aromatics, Polycyclic (ur/l)

Arsenic (ur/1) ,

5. Barium (ug/l)_

_(j»_)6. Beryllium (ug/l)

J. Bicarbonate (ufi/jj_

(»)8. Bismuth (ug/l

p. Boron (up,/l)

10. Cadmium (ug/l)

11. Carbonate (mg/1)

(*)12. Carbon Dioxide (mg/l)
1 3 . Chloride (mr./l)

I

Ik. Chromium (ug/l]
)1S. Cobalt (ug/l)
16. COD (m.'-/l)

kl21

17. Coliform. Total & Fecal ( CI . /100ml

18. Color (Ft-Co Scale)

19. Conductivity. Specific (u\r)

20. Copper (ug/l)

21. Cyanide

(mg/l]

22. Discharge (CFS)

23- Dissolved Oxyr.en
21*. Fluoride (mr./l)

(mg/1)

(»)25- Gallium (ur/l

(*)26. Cermanium (ur/l)

(»)27. Hardness (Ca. Mr) (mr./l)

11)28^

12-

_30^
31.

Hardness. Non-Carbonate (mg/l)
Iron (ug/l) __

K.leldahl Nitrogen lmg/1)

Lead (ur/l)

32. Lithium (ug/l]

33. Magnesium (mg/l)
3U . Manpanese (ur/l)

35. Mercury (ur/l)

(*)36. Molybdenum (ur/l)
(«)37. Nickel (ur/l)
^fl. Nitrate (mg/l)

3Q. Nitrite (mg/1

1*0. Odor

{"qualitative )

1*1. Oil & Grease (ns7l)
1*2. Ortho-Phosphate (mg/l)

(«)U3. Ortho-Phosphorus (mg/l]

1*1*. Pesticides (ug/T)

»»?• PH

1*6.
I48.

Potassium (mg/l

Selenium (ug/l)
Silica (mg/l)

(*)U9. Silver (ur/l
50. Sodium (mg/l)

(*)51. Sodium Adsorption Ratio

(«)52. Sodium W

53. Solids. Dissolved (mg/l)

51*. Solids. Suspended

(*)SS. Strontium (ur/l)

s6. Sulfate (mg/l)

57. Sulfide

n^TiT

SR. Temperature (°C)

(»)59. Tin (ufi/jj

(*)60. Titanium (ug/l]

61. Turbidity (J'l'U)

(*)62. Vanadium (ur/l)
63. Zinc (ur/l)

6U.
_6^

Zirconium (ur/l]
Calcium (mr/1)

5/3.

l*o2

588

■;/17.

6J

10

17^0

8.9

8.8

hIL

1*0

t.o

<L

<.:'

on

575

8.6

< 20

.03

690

?00

Co

100

660

< 10

q/31

100

130

lii

10

Hill

300

16I1O

<5

.',>b

.1

1630

] .:

<10

<?0

200

30

100

20

TIT

.03

650

210

50

<20
10

100

.0

<7

.01

ry

7.0

xr

160

2.7

33

1230

Too"

.02

-8T0"

10

160

2.7

•ao

.02

££

JJ2L.

JilZ-

7/1.!

-I/2C

JZi

_3Il

1

< 100

<100

u%

.30

100

120

322.
i"6o~

U.6

0.9

JLJL

7.67

8.:

10

15j

200

61C

10

99

10

.0

7oo~

.02

-0U

20

10

i3Q-

15''0

1630

15r0

161c

.02

_^2-

.02

;30

620

200

700

.220.

610

6i*o

20

1*0

_22.

10

.0

.12

.04

2.7

0

"S7T

<3

160

31*

1180

51*0

20.0

520

11.0

67,

Complete Element Scan
Radioactivity

Cross Alpha (pel)
R^liiim 226*

Gross Beta

' Thorium 230**

Uranium **

6 3. Total Organic Carbon (TOC)

If TOC?- 10 mr./liter. then

_Ni.tr open (Base Extraction]
_Organic Carbon, Dissolved

J_L0_

2.7

35

1150

3200

872

2.6

12

153.-

2.6

10

_2L

110

100

10

10

.0

.0

10
100
20
.0

.03

.01

.03

-0C

37-

15

.03

.06

.06

.01

.02

.02

.01

8.5

1.9

3.2
2.1

3:;

1130

110.

21.0

<15

<io

ion.

<io

*io

<30

35.

iiQO

26.0

2.6

3L

10:0

hi:

30.0

-50-

150-

2.7

2.6

LOoC

1060

-80

1*70

30. C

25.0

8.1

16

-15Q -
1 2.5

J2

1120

1*70

10.0

8.3
1.5

_0

16

IcO

1130

7.0

8/10

no

2&Q.

650

-90

100

.09
.02

S.l

170

n£;

26.

Orginic Carbon, Suspended

Phenols

Sulfur (Acid Extraction)

50

30

93

.00

.02

3.1

. 8/11

"00

.03

2.2

_53P_

(«) Not Required

* Required if Gross Alpha > 1* picocuries per liter (Pcl)
«« Required if Gross Beta > 100 picocuriea per liter (pel)

N

Non-Instantaneous Discharge

II A-9

4

f

i

West Fork Stewart Gulch Near Rio Blanco, CO.

U.S.G.S. No. 09306025

September - February, 1975

9/12

9/20

9/27

10V''

10/2^

(•)1. Alkalinity (mp/l)

■?''?

1*1*5

;,!*!*

(•)2. Aluminum (up/1)

3. Aromatics, Polycyelic (ug/lj

1*. Arsenic (ug/1)

2

1

1

3- Barium (ug/1)

0

0

0

(•)6. Beryllium (up/1)

7. Bicarbonate (ugVll

661*

51*2

51*1

(•)8. Bismuth (up/1)

9. Boron (up/1)

150

80

130

10. Cadrium (up/1)

<i

2

0

11. Carbonate (mp/l)

T*)12. Carbon Dioxide Imr./l)

13. Chloride (mp/1 )

29

9.7

n

lU. Chromium (up/1)

(•)15. Cobalt (up/1)

16. COD Ing/lJ

17. Coliform, Total & FecaHCl . /100ml)

18. Color (Pt-Co Scale)

19- Conductivity, Specific (u\r)

?mn

i6in

1620

20. Copper (ug/1)

8

1

0

21. Cyanide (ffl£/l)

22. Discharpe (CFS)

.02

.01*

.06

23- Dissolved Oxygen (mp/1)

21*. Fluoride (mp/1)

.1

.2

.2

(»)25. Gallium (up/1)

(*)26. Germanium (ug/1)

(»)27. Hardness (Ca, Mp) (mp/l)

71*0

660

620

(*)28. Hardness, Non-Carbonate (mp/l)

200

210

ieo

29- Iron (up/1)

120

bO

20

30. K/eidahl Nitrogen m.- 1

'

31. Lead (ug/1)

2

2

'i

32. Lithium (up/1)

0

0

0

33- Magnesium (mg/l)

120

100

91

31*. Manganese (ug/1)

0

0

10

35- Mercury (up/1)

.0

.0

.0

(*)36. Molybdenum [ug^/l)

(*)37- Nickel (up/1)

38. Nitrate (mg/l)

39- Nitrite (mg/l)

.01

.08

.01

1*0. Odor (qualitative]

1*1. Oil & Grease (mg/l)

1*2. Ortho-Phosphate (mp/l)

.00

.03

.00

(«)1*3. Ortho-Phosphorus (r.p/1)

.00

.01

.00

1*1*. Pesticides lug/])

1*5. PH

1*6. Potassium (mp/l)

9.8

U.2

i*.6

1*7. Selenium (up/1)

1

0

0

1*8. Silica (mp/l)

17

17

li*

(*)1*9- Silver (up/1)

50. Sodium (mp/l)

220

150

160

(*)51. Sodium Adsorption Ratio

3.5

2.5

2.8

(*)52. Sodium {%)

39

3.3

36

53. Solids, Dissolved (mg/l)

11*00

1130

1120

5U. Solids, Suspended

'*.;;. itronti

56. Sulfate (.mp/D

.

1*60

1*7C

57. Sulfide (mg/D

58. Temperature (°C)

8.0

5.0

7.0

(«)59. Tin (up/1)

(»)60. Titanium (up/1)

61. Turbidity (JTU)

(*)62. Vanadium (up/1)

63. Zinc (up/1)

10

10

10

61*. Zirconium (up/1)

65. Calcium (mp/l)

100

98

100

66. Complete Element Scan

67- Radioactivity

Gross Alpha (pel )

Radium 226*

Gross Beta

Thorium 2 30**

Uranium **

68. Total Orpanic Carbon (TOC)

If TOC?" 10 mp/liter, then

Nitrogen (Ease Extraction)

Orpanic Carbon, Dissolved

Orpanic Carbon, Suspended

Phenols

Sulfur (Acid Extraction)

1

(*) Not Required

* Required if Grooa Alpha > 1* picocurieo per liter (pel)

*• Required if Gross Beta > 100 plcocuries per liter (pel)

™ Non-Instantaneous Discharge

II A-10

«

TABLE II A- 6
Stewart Gulch Hear Bio Blanco, CO.
U.S.G.3. No. 09"i06030(aJ
September - February , 1975

>

>

9/12

9/20

9/27

10/1|

10/23

(«)1. Alkalinity (m^/1)

1*27

big

b22

(*)2. Aluminum (ug/l)

3. Aromaties. Polycyclic (ur'l)

'*. Arsenic (ur/1)

1

1

1

5. Barium (ug/l)

0

0

0

(•)6. Beryllium (ug/l)

7. Bicarbonate (ug/l)

520

511

5 1 !'

(*)8. Bismuth (uk/1)

9- Boron (uk/1)

90

70

1 10

10. Cadmium (uk/1)

7

<1

0

11. Carbonate (n^l)

(*)12. Carbon Dioxide (m/'./l)

13. Chloride (rng/l)

8 . 1

6.b

6 . 6

I

ll*. Chromium (ur/1]

(*)15- Cobalt (uk/1)

16. COD (mg/1)

17. Coliform, Total 4 Fecal ( CM . 100ml )

i

18. Color (Pt-Co Sea] el

19- Conductivity, Speciiic (u\r)

11*20

lblO

1^*00

20. Copper (uk/1)

5

:

0

|

21. Cyanide (rag/i)

i

22. Discharge (CFS)

2.1*

2.3

1.8

23. Dissolved OxyKen (mg/1)

21*. Fluoride (mg/1)

.2

• 3

.3

(»)25. Gallium (uk/1)

X*]26. Germanium (ug/l)

(*)27. Hardness (Ca, Mr) (n«/l)

530

550

5 30

(*)23. Hardness, Non-Carbonate (mg/1)

110

no

100

29. Iron (ur/1)

50

1*0

20

30. K.leldahl Nitrogen (ng/1)

31. Lead (uk/1)

2

9

1

.

32. Lithium (uk/1)

0

0

0

33- MaRnesium (mg/1)

78

76

70

3b. Manganese (ug/l)

0

0

0

35- Mercury (uk/1)

.0

.0

.0

(*)36. Molybdenum (uk/1)

(«)37. Nickel (uk/1)

38. Nitrate (mg/1)

39- Nitrite (mg/1)

1.5

1/6

1.5

1*0. Odor (qualitative)

111. Oil & Grease (mg/1)

1*2. Ortho-Phosphate (mg/1)

.03

.03

.00

(*)1*3. Ortho-Phosphorus (cg/l)

.01

.01

.00

1*1*. Pesticides (ug/l)

1*5. PH

1*6. Potassium (mg/1)

2.5

2.1

1.9

1*7. Selenium (ug/l)

1

1

1

1*8. Silica (mg/1)

17

17

17

1

(*)1*9. Silver (ug/l)

50. Sodium (mg/1)

130

120

120

(*)51. Sodium Adsorption Ratio

2.5

2.2

2.3

(*)52. Sodium (%)

35

32

33

53. Solids, Dissolved (mg/lj

95U

936

921

5!*. Solids, Suspended

(«)55. Strontium (ug/l)

56. Sulfate (mK/1)

370

360

350

57- Sulfide (mg/1)

58. Temperature (°C)

8.5-

8.0

9.0

(«)59. Tin (ug/l)

(*)60. Titanium (ug/l)

61. Turbidity (J™)

(*)62. Vanadium (ug/l)

63. Zinc (ug/l)

10

10

20

I

6b. Zirconium (ug/l)

1

65. Calcium (mg/1)

85

95

95

66. Complete Element Scan

!

67. Radioactivity

Gross Alpha (pel)

tfadium 226*

Gross Beta

Thorium 230**

Uranium **

6 6. Total Organic Carbon (T0C)

If T0C?- 10 mg/liter, then

Nitrogen (Base Extraction)

Organic Carbon. Dissolved

Organic Carbon, Suspended

Phenols

»

Sulfur (Acid Extraction)

1

>

(*) Not Required

* Required if Gross Alpha > 1* picocuries per liter (pel)

*" Required if Gross Beta > 100 picocuries per liter (pel)

■ Non-Instantaneou3 Discharge

(a) Moved and renumbered U.S.G.S. No. 09.306022 in August, 1974.

II A- 11

TABLE It A-7

SCANDARD CULCH NEAR RIO BLANCO, CO.
U.S.G.S No. 09306050
April - August, 197U

lt/23

5/3

5/17

5/22

5/31

6/11.

6/21

6/26

7/2

7/11

7/20

fl/T

C)l.

Alkalinity (ms/l)

m

(•)2.
3.

Aluminum (ue/1)
Aromatics, Polycyclic (^/J,

h.

u

5.

Barium (ur/1)

0

C)6.
7.

Beryllium (u^/'l)

Bicarbonate (ur/1)

liitU

(•)8.

Bismuth fug/1 j

9.

Boron (up,/l)

ll»0

10.

Cadmium (ur.^1)

3

11.

f)12.

13.

Carbonate (mg/1)
Carbon Dioxide (me/l)
Chloride (m^/1)

3.1*

10

Xh.

C)15.
16.

Chromium (ue/l)
Cobalt (ur/1)

COD [BUt/O.]

17.
18.

Coliform, Total & Fecal^Cl . / iOOrJJ
Color (Pt-Ce Scale)

19.

Conductivity, Specific (urr)

11*20

20.
21.

Copper (ue/1)
Cyanide \mir 1)

-

22.
23-

Discharge (CFS)
Dissolved Oxveen .-n^ 1 1

. B?M

2U.

Fluoride (me/1)

^

(*)25.
(*)26.

Gallium (u«/l)
Germanium (uc/l)

^0

(#)27-
(«)28.

Hardness (Ca, Mp;) (me/l)
Hardness, Ncn-Carbor.ate (mp;/l)

110

Iron (ui- 1'

30.
31.

K.leldahl Nitrogen

0

32.

Lithium (up/1)

TO

33.

Magnesium (me/l)

79

3*t.
35-

20

Mercury (up/1)

.0

(»)36.

(*)37-
38.

Molybdenum (up/1 5

Nickel (ur/1)

Nitrate (me/l)

39.
1*0.

Nitrite (me/l)
Odor (qualitative)

kl.

Oil & Grease m^ 1 ]

1.2.

Ortho-Phosphate (me/l)

.03

(«)1*3.

It It.

Ortho-Phosphorus (me/1)
Pesticides (ug/l)

.

-*"—

^5-

pH

3. it

U6.

2-2

^7-

Selenium (ue/1)

2

U8.

Silica (mg/1)

13

(«)i*9.
50.

Silver (ue/l)
Sodium (mg/1)

I!t0,

(*)51.
(*)52.

Sodium Adsorption Ratio
Sodium (%)

35

53.

Solids, Di-so'ived (^e/l)

QS1 ■"

-

(*)55.

■

i

i 1

Sulfate (me/l J

350

i

57.

Sulfide (nur/i;

1

58.

Temperature (°C)

21.0

!
1

(*J6o.

Tin (ue/l)

Titanium (un/l)

61.
(*)62.

Turbidity (JTU)

63.

Zinc ( uf/1 )

20

6k.

65.

Calcium (mg/1)

91 ..

66-

67.

Radioactivity

•

Gross Alpha (pel)
Radium 226*

Gross Beta

Thoriin 230**

68.

Total Organic Carbon (TOC)
If TOO- 10 me/lit^r. then

Hitrofen (Base Extraction )
Organic Carbon, Dissolved

1

Organic Carbon, Suspended

Phenoln

Sulfvir (Acid Extraction)

■

,

- 1

...

H

1

(») Not Required

* Required if Gross Alpha > It picocuries per liter (pel)

** Required if Gross beta > 100 picocuries per liter (pel)

" Non-Inntuntaneous DiHCharge

II A- 12

•

TABLE II-A-B
Willow Creek Near Rio Blanco, CO.
U.S.G.S. No. 09306058
April - August, 1971*

(»)1. Alkalinity (mg/l)

(*)2. Aluminum (ug/1)

3. Aromatlcs. Polycycllc
h . Arsenic (uft/1)

liM

/l)

5. Barium (ur/1)

(»)6. Beryllium (ug/l)

7. Bicarbonate (ur./l)

(«)8. Bismuth (uf/1

9. Boron (ug/l)

10. Cadmium (ug/l)

11. Carbonate (ms/l)

(«)12. Carbon Dioxide (mg/l)
13. Chloride [gg/jJ

U/21

1.68

lU. Chromium (ug/l)
(«)15- Cobalt (ug/l)
16. COD (iWl)

TT —

17. Coliform, Total & FecallCL./ 100ml
18! Color (Pt-Co Scale")

19. Conductivity. Specific (inr)

20. Copper (ug/l]

21. Cyanide (mg/l)

22. Discharge (CFS

Dissolved Oxygen In-.g/l)
Fluoride (mg/l)

23

"IS

025

C)26. Germanium (ug/l)
(«)27. Hardness (Ca, Mg

Gallium (ug/l)

(mg/l)

(»)23. Hardness, Non-Carbonate (mg/l)

557

5-<

12

5/17.

5/22

5/31

_6/l>
U26

6/21

518"

L0

1590

1.0

.5

5Q0

I:

i]

K.'eidahl Jiitrogen

31. Lead (ug/l)

32. Lithium (ug/l]

33. Magnesium (ng/l)
3U. Manganese (ug/l)

35. Mercury (ug/l)

(*)36. Molybdenum (ug/l)
(«)37. Nickel (ug/1)

38. Nitrate (mg/i:

39. Nitrite (mg/l)

U0. Odor (qualitative

120

isaa

1390

l.b

-5_

610

150

55

505

<13

120

10

10

£20

50!

200

519

130

1U0

0.0

13

10

1.1

^L

570

1^00

<U

1.0

•<9

<20

150

-i2_

^2.

Si. Oil & Grease

(r.g/I)

1*2. Ortho-Phosphate (mg/l)
(*)1*3. Ortho-Phosphorus (mg/l)
U U . Pesticides tug/-/

t»5. PH .

1*6. Potassium (mg/l,

U7 . Selenium (ug/l)

1*8. Silica (mg/lj

(«)1*9- Silver (ug/l)
50. Sodium (mg/l)

(*)5l

Sodium Adsorption Ratio
Sodium (1L

.0U

£L

2.0

10.

1S0_

53. Solids. Dissolved (mg/l)

Suspended

t*J55.

S6. Sulfate (mg/l)

Sulfide (mg/l,

__ Temperature (CC)
(«)59- Tin Lvg/ll

35

L100

80

1+0

.63

570

150

!350

1 3? a

1.1

1.3

560

.1+

570

1U0

£20

10

1U0

10

JSl.

20

10

.0

.0

.0

<9

.1+6

_J&

aL

.09

8.2

U.2

17

lUO

2^5_

33

1080

7.9

2.0

IT

liQ_

2Jl_

976

.09

.03

.Oil

■ 06

.02

JL2_

8.0

3.0

1.8

ii

2-3

16

16

17

< 2

IV

_13Q-

_£Jl

.,130
2_.J+

33

33

12.0

(»)60. Titanium (ug/l)
61. Turbidity (JTU)

262,
63-

Vanadium ( ug/1 )
Zinc (ug/1)

6U . Zirconium (ug/l)
65. Calcium (mg/l)

Complete Element Scan

67. Radioactivity

Gross Alpha (pel)

Rad iun 226*.

Gross Beta

Thorium 230**

100

17.0

100

Uranium **

6 8. Total Organic Carbon (TOC]

If TOC^ 10 mg/liter. then
Nitrogen (Hn.se Extraction)

Organic Carbon, Dissolved

Organic Carbon, Suspended

Phenols

Sulfur (Acid Fxtraction)

10.0

98

964

953

933

370

17.0

18.0

<13

£9

< 9-0

30

30

<30

9U

96

6/26

£100

*82

q.8

7/2
1.15

£100

506

120

a.i
11

17

1^90

.99

.14

560

160

!^0

10

20

5^0

20

. ]

29

.03
.01

8.0

\

16

lUO

35
9U1

360

18.5

20

92

£100

_51L

12

lUlO

1.3

JJ0_

1UC
20

20

JJ2H.
1*08

i/1

;-,';'

e/31

i. ..',

60

12

130

,...23

.00
.00

8.0
1.7

_1

15

130
2.1*

360
TO"

30
"W

~w

^3_

5^0

60

_i0_

7-9
2.2

17

973

580

T6T5

10

95

11*00

.03
7-9-

133

93li

30

'91

1390

:-'■'
130
~0

76
20

.03
■ 01

L2.

130

33
956

10.51

1*0

99

J2£-

115C

20

'■:-

(«) Not Required

Required if Gross Aipha> It picocuries per liter (pel)
Required if Gross Beta > 100 picocuries per liter (pel)

Non-Instantaneous Discharge

II A- 13

i

TABLE II-A-9

Willow Creek Neur Rio Blanco, CO.

U.S.G.S. No. 09306058

September - February, 1975

p/12

9/20

9/27

10/1,

10/23

(•)l. Alkalinity (mg/lj

1(0'.)

(*)2. ALuminum (ur/1)

3. Aromatics, Polyryclic (ug/l)

1*. Arsenic (ug/l)

1

5. Iiarium (ug/ll

0

Cl)6. Beryllium (ug/l)

7. Bicarbonate (ug/l)

1*99

(*)8. Bismuth t-ug/lj

9. Boron (ug/l)

70

10. Cadmium (ug/1]^

0

11. Carbonate (mg/l)

oh

1*)12. Carbon Dioxide (mg/1)

13. Chloride (mg/l)

10

ll*. Chromium (ug/l)

(*)15. Cobalt (ug/l)

16. COD (mg/i)

17. CoXiform, Total & Fecal (CI ./100ml',

18. Color (Pt-Co Scale)

19. Conductivity, Specific (uxr)

1370

20. Copper (uk/1)

2

21. Cyanide (mg/1)

22. Discharge (CFS)

23. Dissolved Oxygen

21* . Fluoride (mg/l)

.1*

(*)25. Gallium (ug/l)

(*)26. Germanium (ug/l)

(*)27. Hardness (Ca, Mg) (mg/l)

1*60

(*)28. Hardness, Non-Carbonate (ms/l)

51

29. Iron (ug/l)

20

30. K.leldahl Nitrogen (ng/1)

31. Lead (ug/l)

1

32. Lithium (ug/l)

0 .

33. Magnesium (mg/l)

73

3**. Manganese (ug/l)

0

35- Mercury (ug/l)

C*)36. Molybdenum (ug/l)

(*)37- Nickel (ug/l)

38. Nitrate (mg/l)

39- Nitrite (mg/l)

.1*2

1*0. Odor (qualitative)

1*1. Oil & Grease (mg/l)

1*2. Ortho-Phosphate (mg/l)

• 09

(*)1*3. Ortho-Phosphorus (rag/1)

.03'

U U . Pesticides (ug/l)

1»5. PH

1*6. Potassium (mg/l)

2.3

1*7- Selenium (ug/l)

1

1*8. Silica (mg/l)

17

(*)1*9. Silver (ug/l)

50. Sodium (mg/l)

130

(*)51. Sodium Adsorption Ratio

2.6

(*)52. Sodium {%)

38

53. Solids, Dissolved (mg/l)

875

5!*. Solids, Suspended

(*)55- Strontium (ug/l)

56. Sulfate (mg/l)

330

57- Sulfide (mg/l)

58. Temperature (°C)

11.5

(*)59. Tin (ug/l)

(*)60. Titanium (ug/l)

6l. Turbidity (JTU)

(*)62. Vanadium (ug/l)

63. Zinc (ug/l)

10

6U. Zirconium (ug/l)

65- Calcium (mg/l)

66. Complete Element Scan

67. Radioactivity

Gross Alpha ipcl)

Radium 226*

Gross Beta

Thorium 230**

Uranium **

68. Total Organic Carbon (TOO

If T0C?- 10 Bin/liter, then

Nitrogen (Base Extraction)

Organic Carbon, Dissolved

Organic Carbon, Suspended

Phenols

Sulfur (Acid Extraction)

(•) Not Required

* Required if Gross Alpha >• I* picocuries per liter (pel)

** Required if Gross Beta > 100 picocuries per liter (pel)

" Non-Instantaneoua Dincharge

II A- 14

«

TABLE I I -A- 10
Piceance Creek Above Hunter Creek, Near Rio Blanco, CO.
U.S.G.S. No. 09306061
April - August, 197U

l*/23

5/3

5/17

5/22

5/31

6/11*

6/21

6/26

7/2

7/11

7/20

8/3

8/10

8/31

(•)l. Alkalinity (mg/l)

li iO

1*19

5LH

551

550

522

527

51*9

'.'■'■

508

1.03,

1.9 3

1*58

(•)2. Aluminum (ug/1)

50

3. AromaticSi Poiycyclic (ug/1]

1*. Arsenic (ur/1)

1

a

3

-1

3

3

6

*t

3

j

2

5. Barium (ug/ll

70

0

100

0

*100

*100

<:ioo

0

0

100

(*)6. Beryllium jujs/1)

<7

7. Bicarbonate (ug/1)

52it

511

631

071*

671

616

61*3

060

600

619

1*91

601

558

(•)8. Bismuth (ug/1)

*ll»

9. Boron (ug/1)

100

21*0

21*0

21*0

21*0

2^0

270

320

230

230

10. Cadmium (ug/1)

0

1

1

0

1

0

2

1

t-\

c\

11. Carbonate (mg/1)

0

0

0

0

0

0

0

0

0

0

0

0

(*)l2. Carbon Dioxide (mg/l)

5. 3

5-2

8.0

6.8

6.8

6.1*

6.5

11

7.0

12

20

7.6

13. Chloride (mg/l)

l5,

11

li*

15

15

16

15

16

15

10

13

is

15

lU. Chromium (ug/1)

<10

(»)15. Cobalt (ug/1)

^20

16. COD U!f,l)

17. Coliform, Total & Fecal (Cl./lOQnl'

18. Color (Pt-Co Scale)

19. Conductivity, Specific (uir)

1190

nuo

1510

1590

1560

151*0

15!*0

1660

1630

1^80

ii:.0

1 lb 0

". ": '- '.

20. Copper (ug/1)

<-5

2

9

2

3

1

5

20

~3

6

21. Cyanide (nig/ i)

22. Discharge (CFS)

29

30

6.3

6.2

6.0

i*.6

5-5

U.6

6.0

k.6

-31

:?

17

, 23- Dissolved Oxygen (mg/l)

2k. Fluoride (mg/l)

1.0

• 9

• 7

.6

1.5

■ 7

.6

• 7

.6

• 5

.7

.-<

(»)25. Gallium (ug/l)

<^10

(*)26. Germanium (ug/1)

^20

(*)27. Hardness (Ca, Mr) (mg/l)

UlO

uoo

510

51*0

51*0

520

520

5**0

570

5-0

370

1*50

U50

(*)28. Hardness, Non-Carbonate (mg/l)

0

0

0

0

0

0

0

0

6

22

0

0

0

29. Ir n (uk/1)

. -,

20

5C

pfl

20

c>

50

" : -

70

30. iCleldahl Hitrogen >-" -

31. Lead (ug/1)

<20

7

3

5

4

2

~

l|

2

8

32. Lithium (ug/1)

6

10

10

10

0

0

0

0

0

:

33. Magnesium (mg/l)

55

51*

76

82

81

80

79

8U

88

P2

1*7

62

61*

3**. Mar..--anese (ug/1)

30

10

60

70

100

100

110

190

150

150

70

so

10

35- Mercury (ug/1)

.0

.0

.0

.0

.0

.0

.0

.0

.0

.5

.0

(*)36. Molybdenum (ug/1)

7

(*)37. Nickel (ug/1)

<10

38. Nitrate (mg/l)

39. Nitrite (mg/l)

.60

.6U

.62

.35

.15

.08

.03

.13

.19

.22 ■

.63

- :

. 1 ^

1*0. Odor (qualitative)

1*1. Oil & Grease (mg/l)

1*2. Ortho-Phosphate (mg/l)

.12

.03

.12

.15

.09

.06

■ ■"■3

.09

.00

.21

.00

- -

.09

( « )U3. Ortho-Phosphorus (=g/l)

.0k

.01

.01*

.01*-

.03

.02

(VI

.33

.op

.0"

. : i

Q*3J

UU. Pesticides (ug/1)

.

1*5. PH

3.2

8.2

8.1

8.2

8.2

8.2

8.2

8.0

8.2

7.9

7.6

3 . :

1(6. Potassium (mg/l)

3.3

3.7

;.:

3.9

I4.2

k-2

k.O

6.1*

3.3

U.l

5.5

-.3

-.2

1*7- Selenium (ug/1)

0

1

1

2

1

1

9

1

0

i

1

U8. Silica (mg/l)

16

17

39

18

17

16

16

15"

17

ill

12

20

18

(*)1»9- Silver (ug/1)

<3

50. Sodium (mg/l)

120

120

170

180

180

180

180

200

180

200

120

150

"- = :

(*)51. Sodium Adsorption Ratio

2.6

2.6

3.3

3.1*

3.k

3.1*

3.1*

3.8

3.3

3.8

2.7

3.1

3- 1

(*)52. Sodium ($)

38

39

kZ

1.2

1*2

1*3

1*3

1*1*

1.0

1*5

kj

1*2

!»2

53. Solids, Dissolved (mg/l)

"b5

751*

1030

1070

1060

1020

1030

1090

1080

1080

736

901

::;

5U. Solids, Suspended

;'*,:5. :-.:• a-.ium j* il

56. Sulfate (mg/l;

220

220

350

350

350

330

3-0

360

350

3:0

223

27C

280

57. Sal fide (mK/l J

58. Temperature (°C)

lU.O

7.-5

11.0

lb.O

18.0

21.5

23-0

20.0

16.0

21.0

1U.5

18.0

- p n

(*)59. Tin (ug/1)

<15

(*)60. Titanium (ug/1)

<10

6l. Turbidity (JTU)

(*)62. Vanadium (ug/1)

<10

63. Zinc (ug/1)

<10

20

20

20

30

20

10

50

20

61*. Zirconium (ug/1)

^0

65. Calcium (mr/l)

75

73

79

83

81*

77

78

77

8<*

77

72

79

7c

66. Complete Element Scan

67. Radioactivity

Gross Alpha (pel)

Radium 226*

Gross Beta

Thorium 230**

Uranium **

63. Total Orranic Carbon (T0C)

If TOC^ 10 mg/liter, then

Nitrogen (Base Extraction)

Organic Carbon, Dissolved

Organic Carbon, Suspended

Phenols

Sulfur (Acid Extraction)

._ —

(*) Not Required

• Required If Gross Alpha> 1* plcocurles per liter (pel)

•* Required if Gross Beta > 100 picocurle3 per liter (pel)

™ Non-Instantaneous Discharge

II A-15

*

«

TABLE I I -A- 11
Plceance Creek Above Hunter Creek, Near Rio Blanco, CO.
U.S.G.S. No. 09306061
September - February, 1975

9/12

9/20

0/27

10/1.

L0/23

1

(*)l Alkalinity (nv/1)

5^ 1

sh?

1

(*)2. Aluminum (ug/l)

3. Aromatics, Polvcyclic (u/'Vl)
1*. Arsenic (uk/1 )

-

3. Barium (ug/l)
(*)6. Beryllium (ug/l)

1

■ -

7. Bicarbonate (ug/l)
(«)8. Bismuth (uifl/l)

,Bri

<). Boron (ug/l)

10. Cadmium (ug/1)

11. Carbonate (mg/l)
(*)12. Carbon Dioxide (mg/l)

13. Chloride (mg/l)

12

1

1*4

lU. Chromium (ug/l)
(»)15. Cobalt (ug/l)

16. cod (mK/1)

17. Coliform, Total & Fecal( Cl./lOOr.l )

18. Color [Pt-Co Scale)

1330

1550

20. Copper (uk/1)

21. Cyanide Img 1)

b

3

22. Discharge (CFS)

10

6.2

23. Dissolved Oxygen (mg/l)

2U. Fluoride (mg/l)
(«)25. Gallium (ug/l)

.8

.6

.

(*)26. Germanium (uk/1)

(*)27. Hardness (Ca, Mr,) (mg/l)

(*)28. Hardness, Non-Carbonate (or/1)

29- Tron (u«/i)

30. K.'eidahi Bitrocen

U70

10

1*0

530

0

30

31. Lead (ug/l )

32. Lithium (ug/l)
33- Magnesium (mg/l)
3l*. Manganese (ug/l)

c

0

67

20

0

78

170

35. Mercury (ug/l)

.0

.0

(*)36. Molybdenum (ug/l)
(*)37. Nickel (ug/l)

38. Nitrate (nut/1)

39. Nitrite (mg/l)

.35

.27

1*0. Odor (qualitative)
ill. Oil 4 Grease (mg/l J

,

1)2. Ortho-Phosphate (mg/l)
(*)1*3. Ortho-Phosphcrus (ng/l)

.09
.03

.12
.0!*

-■■

Lit. Pesticides l ugj 1 )
1(5. pH

1*6. Potassium (mg/l)

3.6

U.3

1*7. f. lenium (ug/l)

1

1

U8. Silica (mg/l)

18

19

1

(*)l»9. Silver (ug/l)

50. Sodium (mg/l)
(*)S1. Sodium Adsorption Ratio
(*)52. Sodium (*)

£.8
39

170
3.2
1*1

53. Solids, Dissolved (mg/l)
Sit. Solids. Suspended

872

1030

1

56. Sulfate (me/1)

I 50

L .,.

57. Sulfide (mg/l)

58. Temperature (°C)

15.5

10.0

(*)59. Tin (ug/l)

(*)60. Titanium (ug/l)

61. Turbidity N'UJ
(*)62 Vanadium (ug/l)

1

63. Zinc (ug/l)

10

20

65. Calcium (rg/1 )

77

i^,

67. Radioactivity

Gross Alpha (pel)

Radium 226*

Thorium 230**

6'j. Total Organic Carbon (TOO)

If TOO 10 nut/liter, then

Nitrogen (Base Extraction)

Organic Carbon, Dissolved

. ,

Ph'-nol3

Sulfur (Acid Extraction)

1

1

■

(•) Not Required

• Required if Gross Alpha > 1* picocuries per liter' (pel)

•* Required if Gross Beta > 100 picocuries per liter (pel)

" Non-Instantaneous Discharge

II A- 16

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'SPRING AT PL RANCH if1

^SPRING AT MOUTH
WILLOW CREEK WEST
OF PL RANCH

MAI

SPRING AT WILLOW CREEK
AT MOUTH OFSCANDARD

GULCH 1PMXV

I

r\U

WILLOW CREEK 3/41
MILE SOUTH SCANDARD//^
GULCH/

~W~

S5

sr

-&#■

A i I

SPRING AT OLDLANI
HOUSE -^U #•

^?™NG AT MOUTH SrSEEPAT MOUTH

^TEWART GULCH

/JVM/ \\^,„

C -

^WILLOW CREEK 2 MILES
^SOUTH SCANDARD

y

F STEWART

LCH ■*

SPRING AT SAVAGE
CABIN, STEWART
GULCH «^

^EEPAT MOUTH

OF EAST Vr

STEWART GULCH

SPRINGS 81 SEEPS
TRACT C-b

S SPRING OR SEEP
TRACT BOUNDARY

I MILE

R 9ft W)

II A-60

FIGURE H A-2

c

'

o

Location: (See Map)

TABLE II A-12

WATER QUALITY ANALYSIS
SEEPS and SPRINGS ^a^
(unless stated otherwise, all units are mg/l)

Element Measured

1

o

1

h

5(b)

6

7

8

9

10

1.

Aluminum

.06

•1

• 3

0.1

1 . 3

2 . 3

•?

■ 2

6 . i

2.

Ammonia

. X

<.i

<. 1

c.l

<r.i

<.l

<1

0.1

0. 1

0.1

3.

Arsenic

• 00?

• nnk

■ on?

• on?

■ 0?

■ nou

.002

. 002

l».

Barium

.02

.05

.01

.05

. 03

.03

0.01

.06

. 05

.05

5.

Beryllium

<-005

.002

<.oo6

.001

<.003

( .007

<.007

(.007

<.003

(.001

6.

Bic arbonate

520

-95

520

-80

270

5b0

520

:0t

516

540

7.

Bismuth

<-005

<.00o

(. OOo

<.007

(.003

< . 0 0 7

<.007

(.007

^•003

<.00i

8.

Boron

1. <■

1.2

1.1

1.2

1.4

1.6

1.6

0.2

O.U

; . 6

9.

Cadmium

<-0J5

<.0C6

<.oo6

<. 0 07

^.oo?

Cn-

<• 007

<". 007

<-.o-?

<■ 0 01

10.

Calc i um

100

82

92

66

93

102

116

143

130

l6l

11.

Carbonate

<.l

<.l

<. 1

<l

<M

<-l

(.1

(.1

f.l

<M

12.

Cerium

(.005

(.006

(.006

. 005

.002

(.007

(.007

.005

.00?

. 002

I 3 .

C h 1 J r i .-. e

_ . 2

li . 8

k -

? 5

_ 2

j

Q

1 - .

Chi- ::.e. -:ei:vi.s:.'.

/ -

<. ::

<.:.

<".:;

€.:i

<. ::

<

<r.

<.

C. ::

1 5 •

Cobalt

<.00d

0.03

. CO ->

o.o:

: . 0 c =

q -

- -

lb.

Conductivity, Specific

1360

11^5

12 5 0

1100

1320

1250

12 60

■26;

'160

11 80

IT.

Copper

. 04

.04

.03

. 2

.1

. 05

.03

. 2

. I

. 0?

13.

Fluoride

. Q

.6

. 7

.6

.0

2. 1

1. 5

1 . 7

1. 5

. -

19.

Gall ium

<.C05

<. 006

<. 006

. 0 0 6

. 002

0.005

o. 006

(. 007

(.00?

(.:;i

20.

Hardness , Total

h&k

536

380

548

510

512

512

576

512

516

21.

Hydroxi de

<i

< 1

<1

<".!

<. 1

<.l

Ci

<". 1

<".]

<.

22.

Iron

1 R

.5

4.0

7.3

2.0

B

.14

s

_7

23.

Lead

<-005

. 01

.02

. 04

.01

. 03

.03

<. 007

<.0C?

. 02

24.

Lithium

. C5

.03

. 3

.07

.4.

. 1

. 5

J

25-

Magnesium

57

61

37

93

67

6'

54

5?

dfi

p P

26.

Manganese

.2

.02

.04

1. 4

.05

.0?

.01

.1

. 0C

.06

27.

Mercurv

.001

.001

.002

.001

. nr>i o

nm:j

.0003

. 0001

.0001

. nnU

28.

Molybdenum

<. COS

(.006

<.006

.013

0.03.

0.03

(. 007

.06

0°

29.

Nickel

0. 02

.004

.01

.08

0.0?

0. 01

0.003

.02

. 005

30.

Nitrate

8.1

5.4

5.6

6.0

3.Q

2.7

2.9

! . 1

1 -7

- 1

31.

PH

7.9

8.0

7.6

7. 3

5. 3

8.2

3.1

7. 9

5 . l

7 o

32.

Phosphate, Total

(.1

<.l

Cl

<1

(.1

<.l

<l

<. 1

< ]

<ll

33-

Potass ium

34.

Selenium

. 005

<. 006

<. oo6

<. 007

(. 00 3

<.007

<. 007

(.007

(. 0 0 1

<. o n ■

35.

Silica

- o

13

13

13

15

15

16

13

111

ii

36.

Silver

<. C05

< 006

<. 006

<. 0 07

<. 00?

<". 0 07

<. 007

<\ 0 07

< 0 0?

<. 0 01

37-

Sodium

200

110

195

90

82

16?

1U7

1 38

152

1 p =

38.

Solids, Dissolved

1076

875 .

972

80 5

679

983

967

995

'--:

31 0

39.

St rent iuB

]

3

2

4

2

5

2

?

1

3

1, -

_ii i

325

O f r

290

400

360

37":

?50

-} c -

- - -

I i ". r '

- g

o. ;

n -.

- . -

:

- c .

Va:^. - „::.

'j . ~.~j-

. 3C 5

. Q02

. 009

. 0 0 5

■■ -

j .0Z-

- -, -

'

. ". '. 2

1»3.

i tt rium

(.005

. 002

<.co6

.003

<.003

(.007

<. 007

<.007

(. ; : -

<.am

Uk.

Zinc

0. ou

. 1

Bq

.2

o.u

. 06

.05

.2

2

U5.

Zi rconium

(. 005

<.006

<. 006

C. 007

(.00?

(.007

(.007

<. 007

(.00?

(.001

1*6.

Radioactivity

Gross Alpha (pel)

2.8

2.1

3.4

4

4.6

3. 3

1.6

U.2

■I . 7

1. 3

Radium 226*

0. 3

0

Gross Beta (dcI)

0

0

0

0

0

0

0

0

0

0

•Thorium 2 30**

Uranium* *

1.7.

Total Organic Carbon (TOO
Dissolved Organic Carbon***

6

3

k

3

3

3

6

3

3

6

Suspendert Organic Carbon***

Phenols***

Sulfate, Acid Extraction***

Nitrogen, Base Extraction***

* To be reported if gross alpha is greater than 4 picocuries per liter (pel).
** To be reported if gross beta is greater than 100 picocuries per liter (pel).
*** To be reported if TOO is greater than 10 Eg. per liter.

1. Seep (* Mouth Stewart Creek 2. East Stewart Gulch Stream from Seeps S Mouth 3.
Gulch 4. Spring at Savage Cabin Stewart Gulch 5- Spring <? Oldland House 6. Spring
of PL Ranch 7. Spring % PL Ranch 8. Spring % Willow Creek at Mouth of Scandard 9.
Scandard 10. Willow Creek 2 miles past Scandard

(a) all samples taken during W(,ek of September 30, 1974

(b) suspected sampling error involving stagnant water; ^ A_g^
will be investigated.

Spring at Mouth of Stewart
S Mouth of Willow Creek West
Willow Creek 3A mile past

c

*

0

WATER QUALITY ANALYSES
SEEPS AND SPRINGS
TRACT C-b

•

♦>

II A-62

*

1

*

ti£ LUL^'^iLiiiML Uiuy/^AIVUBBd wbMli Aral

»

Analytical and Cont*.lli*g Chtmists

2600 WEST 29TH AVFNUE

DENVER, COLON ADO S0211

ANAITSIS KtPCHtT

TELEPHONE 455-3641

ATLANTIC KICHFiaD CO.tPA'iY

DATE RECEIVED:
DATE REPORTED:

10/17/74

LAB. NUMBER:

c / 7 a

SAMPLE MARKED: Sao? at Mouth of Hiddle Stewart Creek (SI)
ANALYSIS:

hilltops
pt.s Lr:n

SAMPLES ARE DISCARDED IN 15 DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED. IN WRITING.
TO RETAIN THEM FOR A LONGER PfcRIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

■'ILI.I-:

*!v;-Li

t j

•

Cal d u.i
Mansion?
So ii ?r-!
Carbcnote

Bicarbonate

Chloride
Slil fate
hit rate
Phosphate
Silicon dloxtla

Lsss

103

57

Zffl

than 0.1
520

440
8.1

Less than 0.1
12

E Cations = 18.38
£ Anions = 17.81
% Difference =1.6

4.990

8.695
3.323

3.152

0,131

0.400

•)

Iron
Fluoric

\\zrJ.\ iv-> , fn terra c
cal din carl»onata
Arjr.onia
Lithium

Darius

I ie xeva 1 « n t ch ror.1 urn

Arsenic

Sel enlun

Doron

Hydroxlcfe
Altrinun

Gr>;vcr

Lcsd

1.8

0.9

4C4
0.1
Less than 0.5

Loss than 1.0
Less than 0.01
Less than 0.01
Less than 0.01
1.4

Less than 0.1
0.06
Less than 0.1
Less than 0.01
Less than 0.05

MILLIGRAM ?CR LITlR

cc: John Hatls/Franfe Haas

MSM&S3S OF:

AMFRIC/N AM'N OF crRTAL CHEMISTS
AAV.-..ICAU CHEMICAL SOCIETY
AMKRICAN OIL CHEMIST*' T.OCIKTY
ASJ'IV OF OFFICIAL RACIHO CI'TMIJTS

tA^t'tiY ENOINI >.t r<» or amskica

IKiTlTUTIl Or rOUD TTCKiJOLOGY
JIOMA XI

iian*

I

fchcil 0,

Silver Less then 0. )l

Zinc Loss tn.ui 0. >

Itercury Less than 0.01

Total dissolve* sol 14s 1.07^
(calculated)

pH 7.9

Specific conductance 1,330 »1cro<3ios par cc

THE INDUSTRIAL LAUORAYORIES COMPANY

M-Ol—,

> ps&KNgp

II A- 63

(

0

c»

Till lODOSftlAL LABOBATOBO

EftwASd U

•

Analylicjl jnd Conmlling CbtrniMl

2600 WEST 29TH AVENUE

DENVER, COLORADO d0211

ANALYSIS KEPO«T

TELEPHONE 455-3641

ATLANTIC RICHFIELD COMPANY

DATE RECEIVED:
DATE REPORTED:

10/17/74
10/29/74

LAB. NUMBER:

779

SAMPLE MARKED:

ANALYSIS:

Fast Stewart Gulch Steeam from Seeps at
Mouth (S2)

SAMPLES ARE DISCARDED IN 15 DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED. IN WRITING.
TO RETAIN THEM FOR A LONGER PERIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

•

♦ )

MILLIGRAMS

Ben

TV-p

, i. : -. . \

MILLI-HOUIV/'LEriT:

Cal ci um

82

4.092

Macnesiun

SI

6. 666

Sodiun

no

£ Cations = 15.54 4*7G5

Carbonate
Bicarbonate

Less

than 0.1
495

E Anions = 15.22 * ..~
% Difference = 1.0

Chloride

4.8

0.135

Sulfate

335

6.95S

iiltratc

5.4

■■■■■ ■■■

Phosphate

Less

than 0.1

Silicon dioxide

13

0.433

Iron

0.5

MILLIGRAMS PER LITER

Fl ua rl de

0.6

Hardness, in tei

-ns of

Manganese Less than 0.03

calciuv: carbon*

tte

535

Silver Less than 0.01

Amonia

Less

than 0.1

Zinc Less than 0.5

Lithium

Less

than 0.5

Mercury Less than 0.01
Total dissolved solids 875

Bariun

Loss

than 0.5

(calculated)

Hexavalent chrcrnuni

Less

than 0.01

Arseni c

Less

than 0.01

SeTeni um

Less

than 0.01

Boron

1.2

pH CO

Specific conductance 1,145 micromhos f

Hydroxide

Less

than 0.1

Aluminum

Less

than 0.05

Copper

Less

than 0.1

Cadrl um

Less

than 0.01.

Load

Less

than 0.05

cc: Frank Haas/John flatls

m*f£±V& Oh

AMERICAN ASVN OF CF.RPAL CHEMISTS
t CAN CHLMICAL SOCILTY

AMF.KICAH OIL CHfcMISTS' iOCIPTY
ASi'H OF OFFICIAL RACIKG Olt'MUTS
feAKtfilY KNGINISRS OF AMOilCA
INSTITUTK Of FOOD TECHNOLOGY
SIGMA XI

THE INDUSTniAL^LADOnATORIES/COMPAMY

CHE/AIST

II A-64

c

(v

(*

TEE KMSHSlfiL UBOBAlVfilES C8HPABY

•

Analytical and Consulting Chtmistl

2600 VTCST 29TH AVENUE

DENVER, COLOttADO 80211

ANALYSIS KEPOflr

TELEPHONE 455-3641

ATLANTIC RICHFIELD COMPANY

DATE RECEIVED:
DATE REPORTED:

LAB. NUMBER:

10/17/74

10/29/74

37C0

SAMPLE MARKED: Spring at f'outh of Stewart Gulch (S3)
ANALYSIS:

Calcium
Magnesium
Sod1 um
Carbonate
Bicarbonate

SAMPLES ARE DISCARDED IN IS DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED, IN WRITING.
TO RETAIN TKEM FOR A LONGER PERIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

•

Chloride
Sul fete

Ml trate

Phosphate

S1 11 cert dioxide

Iron

Fluoride

Hardness, 1n terra of
calcium carbonate

Ammonia
Lithium '

Barium

Hexavalent chromium

Arsenl c

Selenium

Boron

Hydroxide

Aluminum

Copper

Cadmium

Lead

MILLIGRAMS
PER LITER

MILLI -EQUIVALENTS

•

92

37

195

Less than 0.1

520

Z Cations = 16.12
S Anions = 16.22
% Difference =0.3

4.591
3.045

8.483

3.528

4.3
370
5.6
Less than 0.1
13

•

7.696
0.433

4.0

MILLIGRAMS

PER

LITER

0.7
•aon

Less than 0.1
Less than 0.5

Less than 1.0
Less than 0.01
Less than 0.01
Less than 0.01
1.1

Less than 0.1
Less than 0.05
Less then 0.1
Less than 0.01
Less than 0.05

Mannanase
Silver

Zinc

Less than 0.05
Less than 0.01
Less than 0.5
rlercury Less than 0.01

Total dissolved solids 972
(calculated)

pM 7.6

Specific conductance

1,250 nrlcromhos per cc

♦

MfMBOS OP:

AM5PICAH AU'M OF CEREAL CHEMISTS
AMERICAN CHFMICAL SOCIETY
AMSRICAN OIL CHEMIJTV .'-OCICTY
ASS'M or OFFICIAL PACING OK-MIJTS
RAKIcRY t'NGIt e«RS OF AV.F.RICA
INSTITUTE OP FOOD TECHNOLOGY
IIOMA XI

THE INDUSTRIAL LABORATORIES COMPANY

CHEMIST

II A-65

r

C

(

TISP EFIMKTftBAI S flPftftfllWWP*! fiffiMPSHV

•

Analytical und Consulting Cbtmtsts

2600 *€ST 29TW AVENUE

DENVER. COLORADO WJ211

ANALYSIS *£PO«T

TELEPHONE 455-3641

ATLANTIC RICHFIELD COMPtfiY

DATE RECEIVED:
DATE REPORTED:

LAB. NUMBER:

10/17/74
10/29/74

3731

SAMPLE MARKED: Spring at Savage Cabins Stewart Gulch (S4)

»

ANALYSIS:

Calcium
Magnesium
Sodl urn

Carbonate
Bicarbonate

Chloride
Sulfate
Nitrate
Phosphate
Silicon dioxide

SAMPLES ARE DISCARDED IN 15 DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED, IN V/RITING.
TO RETAIN THEM FOR A LONGER P5RIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS RECUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

Iron

Fl uori de

Hardne:

cal d ur

Alumni a
Lithium

-» »

in terra of
carbonate

Barium

Hexavalent chromium

Arsenic

Selenium

Boron

Hydroxide
Aluminum

Copper
Cadrni urn
Jtanqanese

MILLIGRAMS
PER LITER

66

93

90

Less than 0.1

480

3.5
290
6.0
Less than 0.1
13

7.8
0.6

540
Less than 0.1
Less than 0.5

Less then 1.0
Less than 0.01
Less than 0.01
Less than 0.01

1 9

Less than 0.1
0.1
Less than 0.1
Less than 0.01
0.03

MILLI-EQUIVALENTS

3.273

7.654

z

Cations =

= 14

.85

3.915

2

Anions =

13.

90

7.372

% Differenc

:e =

3.3

•

6.032

0.433

Lead

Silver
Zinc
Mercury
Total dissolved solids
(calculated)

pH 7.8

Sped fi c conductance

MILLIGRAMS PER LITER

Less than 0.05
Less then 0.01
Less tnan 0.5
Less than 0.01

805

1,100 microcilios per cc

♦)

I

WffMi&fiS Of:

AMERICAN ASS'H OF CFP.TAL CHEMISTS
AMERICAN CHEMICAL SOCIETY
AMERICAN OIL CHEMISTS' r.OCIPTY
ASS'N OP OFFICIAL HACING CHvCMISTS
BAKr;.Y ENOINCER3 or- AMcfclCA
INSTITUTE OP FOOO TeCHNOLOGY
SIOVA XI

THE INDUSTRIAL LABORATORIES COMPANY

CKeMiST

II A-66

«

«

•

*

THE

30SSTBIAL <LABOQATOQHES CQGflPABY

Analjticjl jnd Coniuhing Cbtmnis

2600 *EST 29TH AVENUE

DENVER, COLORADO 80211

ANALYSIS KfPOfiT

TELEPHONE 455-3641

ATLANTIC RICHFIELO COMPANY

DATE RECEIVED:
DATE REPORTED:

LAB. NUMBER:

10/17/74
13/29/74

37S2

SAMPLE MARKED: SpHng at 01 and Mouse (S5)

*

*\

»)

SAMPLES ARE DISCARDED IN IS DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED, IN WRITING.
TO RETAIN THEM FOR A LONGER PCRIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

ANALYSIS:

MILLIGRAMS

HJ1HILL.

WILLI-

cquiY.UHrrrs

Calciun

93

4.041

ttannsaiui?

67

5.514

So ^1 urn

8?

3. £57

Car!x*nate

Less than 0.1

E Cations = 13.72

Bicarbonate

276

£ Anions = 12.85
% Difference = 3.3

4.525

Chloride

4.2

mmmt^m m <+

S-j1 fate

400

€.320

8ft rate

3.9

-•«—

Phosphate

Less than 0.1

HllHHI

Silicon 41 oxide

.15

o.soo

Iron

2.0

niLL!CP.A:*S PER LITER

Fluoride

0.6

Harass, in teris of

• ?*™'!.~ •";.'> C £.

Le?S than D.05

calcium carbonate

510

Silvc-r

Less than 3.01

Amoni a

Less than 0.1

71nc

Less than 0.5

Li tftt urn

Less than O.S

Mercury

Less than 0.01

Tot*l dissolved solids

Bftriur,

Less than 1.0

(calculated)

Hexsvalont chromium

Less than 0.01

Arsenic

Less than 0.01

Selenium

Less than 0.01

Boron

1.4

pM 5.3

Specific conducts

nee 1,320 rr.1cror.inos

Hydroxide

Less than 0.1

•

per cc

Aluninurs

0.05

Copper

Less then 0.1

CfiOiuri

Loss than 0.01

Lend

Less than 0.CS

cc: »Jchn !!at1s/Frank Haas

MSMBSSS OF:

AMJPRICAH ASt'N OF CEREAL CHEMISTS
AMiTMCAH CHEMICAL SOCIETY
AMERICAN OIL CHEMISTS' rOCIETY
A5VH or- OFFICIAL RACING CHEMISTS
6AK>inY EHGINKfcRS Of= AMERICA
IHSTI1UTC Of FOOD TECHNOLOGY
SIOMA XI

THE .INDUSTRIAirlABOaATOPJES COMPANY

CHEMIST

II A-67

t

iie mmrnmi mmmmts mvmwt

* f — CBfc.

^LUlIVEd

*

NOV 5 1974

fDiaCO- GOLDEN

Analytical jmil ConmUiKg Cbtmiiti

2600 WEST 29TH AVENUE

DENVER, COLORADO 60211

ANALTSIS BlfOCT

• ATi.^nric RtoiFiFin company

1530 Security Life tfulhilno
Ocnver, Colorado 80202

Attn: Ion Tait

TELEPHONE 455-3641

DATE RECEIVED:
DATE REPORTED:

LAB. NUMBER:

10/17/74
11/V74

c

3783

SAMPLE MARKED:

•

♦)

IM9ERS OF:

ANALYSIS:

Spring at Kou£h of Willow Creek Wast of
£L Ranch (S6)

MILLIGRAMS
PER LITER

SAMPLES ARE DISCARDED IN IS DAYS FROM DAT^ OF
REPORT UNLESS WE ARE REQUESTED, IH WRITING,
TO RETAIN THEM FOR A LOHGSR PgRIOD. PtKI»H-
ABLE SAMPLES ARE USUALLY CI.CAriDCD IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

Calcium

Magnesium

Sodium

Carbonate

Bicarbonate

Chloride
Sulfate
Nitrate
Phosphate
Silicon dioxide

Iron

Fluoride

P. alkalinity, in terns of

calcium carbonate
MO alkalinity, in terms of

calcium carbonate
Hardness, in terms of

calcium carbonate
Total dissolved solids

Asrsnla
Llthlun

Beriun

Hcxsvalcnt chromium

Arssnl c

Selenium
Boron

Hydroxide

AMERICAN ASS'N OF CFRtAL CHEMISTS
AMFRtCAN CHEMICAL SOCIETY
AMERICAN Oil. ClirMISTS' SOCIETY
ASS'N OF OFFICIAL RACING CHIMISTS
BAKERY ENGINEERS OF AMERICA
INSTITUTE OF fOOO TECHNOLOGY
SIGMA XI

MILLI-EQUIVALENTS
5.090

102

63 5.183

1C3 7.091

Less then 0.1 ^ Cations = 17.37

560 2 Anions = 16.77 9.184
% Difference =1.8

Less then 4.0

3G0 7.483

2.7

Less than 0.1 -.—

IS 0.500

Less then 0.C3

512

958

Less than 0.1

Less thm 0.5

Less than 1,0

Less than 0.0 I pH

Alupsfnuffi

Copper

Cad&iup

Lead

Manganese

StVer

21 ne

/.ercury

i11LL!C-A';S PlR LTTr?;

1.3
Less than ®A
Less than 0.01

Less than 0.05
Less thin 0.05

Less then 0.01
Less than 0.5
Ltis Uian 0.01

Less then 0.01 pM f.2

Less than 0.01 Specific conductance l»?59 n>1croitfios f>er c

Less than 0.01
1.6
Less than 0.1

THE INDUSTRIAL LABORATORIES C0'.?ANY

CHLMIST

II A- 68

•

TEE EJBSTBO. LfiGeHl !?SE8 CSSUPfflY

•

A**lyticjl jnd Consuhtag CbtmiiH

2600 WEST 29TH AVENUE

DENVER, COLORADO KJ211

ANALYSIS RffO*T

TELEPHONE 455-3G41

ATL^TIC "IDTIELO

DATE RECEIVED: ! /I,/,"

DATE REPORTED: I1/-/74

LAB. NUMBER:

373

iAMPLE MARKED:

Sprltuj at Pi «\ancn

(S7)

•

♦

r£M3ERS OF:

SAMPLES ARE DISCARDED IN 15 DAYS FROM DATC OF
REPORT UNLESS WE ARe REQUESTED. IN WRITING.
TO RETAIN THEM FOR A LONGER PC'RIOD. PE!?I«H-
ABLE SAMPLES ARE USUALLY DISCAkDuD IM//ED-
IATELY UNLESS CLIENT HAS REQUeSTLO SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

ANALYSIS:

Cal ci um

Magnesium
Sodi um
Carbonate
Bicarbonate

Chloride
Sulfate
Nitrate
Phosphate
Silicon dioxide

Iron

PI i in pi c!^>

P. alkalinity, in terns of

calcium carbonate
MO alkalinity, in terms of

calcium carbonate
Hardness, in terms of

calcium carbonate
Total dissolved solids

MILLIGRAMS
PER LITER

115
34
147
Less than 0.1 E Cations = 16.63
520 £ Anions = 16.43
% Difference =0.6
Less than 4.0
375

MILLI-EQUIVALENTS

.7^0

£.523

/ .

•■on

ca l mssoivec
i^culcj) atfd)

•*• ::onia
Llthli*;
.. -sri J:'

• ■ <uvoUnt chronrfim
rsc.nic

So lent un

noron

Mydroxlda

Less

than 0.1

16

3.29

i -

.Mirinua
Copper

J*anoaneSi

512

967

Stiver

7inc
itercury

Less

than 0.1

Less

than 0.5

Less

than 1.0

Less

than 0.G!

P«

Less

than 3.01

rpcci fi c

V « J J .1

•:illi

.* LITER

L.£SS Lisij' -,1

Lvs? tnor; j.Zi

Less than J.r«5

Less than J.'JJ.

Less than 0.01

Less tk)tin 0.5

Lcii than ?.'!

P.l
conductance

Less than 0.01

1.5
Less than 0.1

l,2ci mlcnMshos
P*r cc

THE

»«t(ilCA'( ASS'N OF CEREAL CHEMISTS
AMERICAN CHiMlCAL SOCIETY
AMERICAN OIL CHEMISTS' SOCIETY

ass'n or ofeicial racing chemists

BAKERY FLGINErcS OF AMtHICA
INSTITUTE Or FOOD TECHNOLOGY
SIGMA XI

NDUSTR! AL^LABORATOBI ES COVPANY

CHEMIST

II A-69

•

•

TE2E IQDBSTBIAL LACQQATGBO C&sMHY

Analytical and ConimUmg Cbtnnn

2600 WEST 29TH AVENUE

DENVER, C0L0HAD0 60211

ANALYSIS CSPOCT

TELEPHONE 455-3641

ATUViTK rlO'!nri': Cr-PMi

DATE RECEIVED:
DATE REPORTED:

IV. 7 "

LAB. NUMCER:

7*1

*MPLE MARKED- Spring of at Wow Creek a» riotith of Scan ;iar>'J

(S8)
ANALYSIS:

Calcium

Magnesium
Sodium
Carbonate
Bicarbonate

SAMPLES ARE DISCARDED IN 15 DAY* FROM DATE OF
REPORT UNLESS WE ARE REQUESTED. IN WRITING.
TO RETAIN THEM FOR A LONGER PERIOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

•

Chloride
Sulfate
Nitrate
Phosphate
Silicon dioxide

Iron

Fl uoride

P. alkalini

calcium ca
MO alkalini

calcium ca
Hardness, i

calcium ca
Total disso

MILLIGRAMS

PER LITER

MILLI-

-EQUIVALENTS

143

?.Aze

33

'■ m «• ' —

I3fl

C.QOJ

Less than 0.1

S Cations = 17.50

QUO

S Anions = 17.32

').W*

«

% Difference =0.5

Less than 4.0

• 350

?JM

1.1

—

Less than 0.1

—

12

0.705

0.1*
1.7

KIH I

LITER

ty , in te rns

of

rbonate

ty, in terms of

rbonate

n terms of

rbonate

lved solids

S?5

Li Lit fun
V;renfa

:;- >cvalent
j •:. ;i1c
: K.t1u:i
" )ron
'./iroxlda

Less than

0.1
Less than 1.0

rVhrinur,;

.Copper •
CafJn.fu;j
U-e.i
r'ary>>n£$£?

Silver
Zinc

'"orcury

Ll-ss

< • *

. • 5

LtSS

t:i :.;:

.1

Less

t?;an

'..01

Less

thsn

Less

than

O.Cij

Lrss

t?<cn

9.01

LSSS

than

C.S

Less

t*san

.i. ;.■

7.

chromium

Less than 0.01 Specific conductance 1.2SQ afcrafcos per cc
Lfss titan C.01
Less than 0.01

0.,?
Less than 0.1

MBERj -T:

THE

-wrhlCA. ASS»N OF {.TRIAL CHEMISTS
»Mfv|c«"i CMTMlrAL SOCIETY
AMERICAN OIL CHFMISTS* SOCIETY
A-JS'N OF 0 F f I C 1 A L RACING CHEMISTS
HAK£f»Y ENGINEERS OF AVrHIC
INSTITUTE OF FOGl< TECHNOLOGY
MOM* XI

NDUST

■w

TRIAL LA

LABORATORIES CLT/PANY

CHEMIST

II A- 70

•

•

•

TIM IBDQSTBIAL LAB0BOTQBIES CfcsWtt

m

Analytifjl jnd Comttlli*i Cbtmuli

2600 *EST 29TH AVENUE

DENVER, COLORADO e0211

ANAITSIS trrotfT

TELEPHONE 455-3641

ATLANTIC RICHFIELD C0VW2Y

DATE RECEIVED:
DATE REPORTED:

in/17/7-
HA/74

LAB. NUMBER:

3792

.AMPLE MARKED:

Willow Creek 3/4 [riles past Scandard (S9)

%>

*\

»

SAMPLES ARE DISCARDED IN 13 DAYS FROM DATJ! OF
REPORT UNLESS WE ARE REQUESTED. IN WRITING.
TO RETAIN THEM FOR A LONGER PGP.IOD. PERISH-
ABLE SAMPLES ARE USUALLY DISCARDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE.

ANALYSIS:

Calcium
Magnesium
Sodi urn
Carbonate
Bicarbonate

Chloride
Sulfate
Nitrate
Phosphate
Silicon dioxide

Iron
Fl uoride

P. alkalinity, in terns of

calcium carbonate
MO alkalinity, in terms of

calcium carbonate
Hardness, in terms of

calcium carbonate
Total dissolved solids

frTDnl 3

Ltthlur.

. ?ri '.,tr!

llexrvalent chrooriun

rrs2n1c

S^l'tnlura

"':ror\

*'v 'roxi da

MILLIGRAMS

PER LITER

MILLI-

-EQUIVALENTS

130

•

£ if 7

40

2.7::

152

Less than 0.1

£ Cations = 16.89

____

515

S Anions = 15.84
% Difference =3.2

C.462

Less then 4.0

—

350

7.220

1.7

......

Less than 0.1

—

14

CMC

3V6ERS OF:

AMERICA' ASS'N OF CEREAL CHEMISTS
A M r w I C A N C H F M I C A L SOCIETY
AMTRICAN OIL CHEMISTS* SOCIETY
A-5S**> Or O F r I C I A L RACING CHfMISTS
BAf.lfiY ENGINE FTb OF AMtKICA
•NSTITUTr OF FOOD TECHNOLOGY
«. ILMA XI

0.64
1.5

M.LISH/, 5. FT : LITER

Alunlnup"!

Less thcTj

• - *J

*•«■

Copper
Carfriure

Less cf. ..
Less tnan

...A

*■• mm

Lead
ianranese

Less tiian
Less than

3.05

532

c^8

SHvar
Z1nc

Less than
Less than

0.01

0.5

0.1

Ifercury

Leoi than

0.01

Less

than 0.5

Less

than 1.0

pH 8,

,1

Loss

than 0.01

Sped vie <

:on

ductance

nicrorchos

Less

then 0.01

OCT

cc

Less

then 0.01
0.4

Less

than 0.1

THE INWISTRIAQlABORATOR) ES/CCMPAW

IF, iiw isao^-

chemist

II A- 71

Vflfti IS NOT TO ri F REFRODUCEO. IN WHOLE" lift IN FAHT, rOR A O V f f T I S I Nf. FURPOSES WITHOUT OGTAlNW.G PRIOR »miH.I AUTHOR I 7 A T I O't

•

THE I6BBSTBIAL LABOBATOBIES CCtllMfJY

Q

^

Analytical jnd ConiuUing Cbtmisls

2600 WEST 29TH AVENUE

DENVT.R, COLORADO 8021!

ANALYSIS HefOBT

TELEPHONE 455-3641

ATLANTIC RICHFIELD COMPLY

DATE RECEIVED:
DATE REPORTED:

1 V.7/7'
11/774

LAB. NUMBER:

773?

SAMPLE MARKED: Willow Creek 2 i riles Past Scandard (S10)

ANALYSIS:

MILLIGRAMS
PER LITER

161

?3
125
Less than 0.1
540

SAMPLES ARE DISCARDED IN 15 DAYS FROM DATE OF
REPORT UNLESS WE ARE REQUESTED. IH WRITING.
TO RETAIN THEM FOR A LONGER P'PIOO PEHISH-
ABLE SAMPLES ARE USUALLY DISCASiDED IMMED-
IATELY UNLESS CLIENT HAS REQUESTED SPECIAL
HANDLING (FREEZING. ETC.) IN ADVANCE

MILLI-EQUIVALENTS

%>

•eveEKr-Tr

♦ •

Calcium

Magnesium
Sodium
Carbonate
Bicarbonate

Chloride
Sul fate
Nitrate
Phosphate
Silicon dioxide

Iron
Fl uoride

P. alkalinity, in terns
calcium carbonate

MO alkalinity, in terms
calcium carbonate

Hardness, in terms of
calcium carbonate

Total dissolved solids

»Vr..on1a

Lithiin

I 'jx-vnlent chromium
'-.larvfum
•rsnnlc
.ron
Hydroxide

S Cations = 15.74
E Anions = 15.40
% Difference =1.1

1

034

7

M.1

■5.

0.

310

0.1
Less than 0.1
13

0.47
1.4

or
of

515
910

0.1

Less than 0.5
Less than 1.0
Less than 0.01
Less than 0.01
Less than 0.01
0.G
Less than 0.1

AMERICA* ASS'N OF CEREAL CHEMISTS
AMERICAN CHEMICAL SOCIETY
AMERICAN OIL CHEMISTS' SOCIETY
A-JS'N OF OFFICIAL RACING CHEMISTS
UAKEPY ENGINEERS OF AMERICA
INSTITUTE or FOOD TECHNOLOGY
MGMA XI

IT A-72

Al'jr.vfnir.i

Capper

Ca±ium

Lead

tianganess

Silver

Zinc

Tercury

5.440

killij.", z k-; liter
. i

Less than '.I

LUiS trU-lfl ' . /I

Less the:.! ?.05
Less than 0.05

Less than 0.01
Less than 0.5
Less than 0.01

pH 7.9

Specific conductance 1»150 ricromhos per c

THE INDUSTRIAL LABORATORIES COMPANY

j.P. L/nJlVcJUJ

Hi

CHEMIST

! \ ■.fPOFT IS NOT TO OF PtPROPUCFO. IN WHOLE OR IN PART, FOR ADVERTISING PURPOSES WITHOUT OBTAINING PRIOR WRITTEN AU THOR I 7 A T I ON

•

•

CI

Mr. Frank Haas
12 November 74
Page 2

* Test performed on samples marked 'Regular'
** Test performed on samples marked ' Hg for N'

%

CRW/dh

»

Charles R. Wilson, Analyst

'Afrproveo'/by:

M. L. Jacobs, Ph.D.

Divisional Manager

II A- 74

•

•i

Reply to

COMMERCIAL TESTING 81 ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60801 • AREA CO0E 312 728-8434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. COLDEN. COLORADO. 80401. PHONE: 303-278-9521

Li. .."Sk.

v**< t <•»■

T©: Mr. Frank Haas

The Oil Shale Corporation
18200 West Hi way 72 *
Golden, Colorado 80401

P. O. NO.:

Sample No.: Seep at mouth of Middle
Stewart Gulch (si)

CONCENTRATION IN yg/ml

Date: 8 November 74

Analyst: S. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.004 -

Thorium

Gadolinium

Molybdenum

Titanium

0.1

Bismuth

Europium

Niobium

Scandium

0.005

Lead

Samarium

Zirconium

Calcium

*

Thallium

Neodymi urn

Yttri urn

Potassium

*

^ ilercury
Gold

**0.0011

Praseodymium

Strontium

1

Chlorine

*

Cerium

Rubidium

0.005

Sulfur

•

Platinum

Lanthanum

Bromine

0.02

Phosphorus

0.4

Iridium

Barium

0.02

Selenium

Silicon

*

Osmi urn

Cesium

Arsenic

0.003

Al uminum

1

Rhenium

Iodine

Germanium

Magnesium

*

Tungsten

Tellurium

Gallium

Sodium

*

Tantalum

Antimony

Zinc

0.04

Fluorine

*

Hafnium

Tin

Copper

0.04

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.02

Nitrogen

NR

Ytterbium

Cadmium

Cobalt

0.002

Carbon

NR

Thulium

Silver

Iron

1

Boron

0.02

Erbium

Palladium

Manganese

0.2

Beryl 1 ium

% llolmium

Rhodium

Chromium

0.005

Lithium

0.05

Dysprosium

i

Hydrogen

NR

NR - Not Reported

All elements not reported <0. 005i i n /ml

* Not reported upon request
** Flameless Atomic Absorption

II

Approved:

A- 75

•

t

•

Reply to

COMMERCIAL TESTING th ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60601 • AREA CODE 312 726-8434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-270-9521

•k

Mr. Frank Haas
The Oil Shale Corporation
18200 West Hiway 72 t
Golden, Colorado 80401

A

A

P. O. No.:

Sample No.: East Stewart Gulch Stream from

Seeps of mouth (S2) C0NCENTRATI0N IN pg/ml

Date: 8 November 74

Analyst: s. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.005

Thorium

Gadolinium

Molybdenum

Titanium

0.06

Bismuth

Europium

Niobium

Scandium

0.006

Lead

0.01

Samarium

Zirconium

Calcium

*

Thallium

Neodymium

Yttrium

0 . 002

Potassium

*

Mercury

**0.0011

Praseodymium

Strontium

3

Chlorine

*

/Gold

Cerium

Rubidium

0.01

Sulfur

*

Platinum

Lanthanum

Bromine

0.02

Phosphorus

0.1

Iridium

Barium

0.05

Selenium

Silicon

*

Osmium

Cesium

Arsenic

0.004

Aluminum

0.5

Rhenium

Iodine

Germanium

Magnesium

*

Tungsten

Tellurium

Gallium

Sodium

*

Tantalum

Antimony

Zinc

0.1

Fluorine

*

Hafnium

Tin

Copper

0.04

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.004

Nitrogen

NR

Ytterbium

Cadmium

Cobal t

Carbon

NR

Thulium

Silver

Iron

0.7

Boron

0.02

Erbium

Palladium

Manganese

0.02

Beryllium

0.002

%

Yiolmium

Rhodium

Chromium

0.02

Lithium

***

k5

Dysprosium

Hydrogen

NR

NR - Not Reported

All elements not reported <O.006iiq/rnl

* Not reported upon request
** Flameless Atomic Absorption
*** Interference

Approved:

II A- 76

<^2^— ^€X

•

•

Reply to

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 00001 • AREA CODE 312 720-8434
INSTRUMENTAL ANALYSIS DIVISION, 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-9521

•t

S\

•\

»M»CI »»('•

Mr. Frank Haas
The Oil Shale Corporation
18200 West Hi way 72
Golden, Colorado 80401

P. O. No.:

Sample No.: Spring at mouth of Stewart Gulch (S3)

CONCENTRATION IN yg/ml

Date: 8 November 74

Analyst: s. Sweeney

IAD No.: 97_i40-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.002

Thorium

Gadolinium

Molybdenum

Titanium

0.08

Bismuth

Europium

Niobium

Scandium

0.006

Lead

0.02

Samarium

Zirconium

•

Calcium

*

Thallium

Neodymium

Yttrium

Potassium

*

Mercury **0.0020

Praseodymium

Strontium

2

Chlorine

*

^/Gold

Cerium

Rubidium

0.008

Sulfur

X

Platinum

Lanthanum

Bromine

0.04

Phosphorus

0.03

Iridium

Barium

0.

01

Selenium

Silicon

*

Osmium

Cesium

Arsenic

0.003

Aluminum

0.3

Rhenium

Iodine

Germanium

Magnesium

*

Tungsten

Tellurium

Gallium

Sodium

*

Tantalum

Antimony

Zinc

0.3

Fluorine

*

Hafnium

.

Tin

0,

,02

Copper

0.03

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.01

Nitrogen

NR

Ytterbium

Cadmium

Cobalt

0.004

Carbon

NR

Thulium

Silver

Iron

7

Boron

0.01

Erbium

Palladium

Manganese

0.04

Beryll ium

^ Yiolmium
Dysprosium

Rhodium

Chromium

0.004

Lithium

0.03

Hydrogen

NR

NR - Not Reported

All elements not reported <0. 006 pa /ml

* Not reported upon request
** Flanicless Atomic Absorption

II

Approved:

A- 77

^

-*5*

•

•

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60601 • AREA CODE 312 726-8434
Reply tO INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-9521

•

A.

v««ci »»o«

•o: Mr. Frank Haas

The Oil Shale Corporation
18200 West Hi way 72 ••
Golden, Colorado 80401

P. O. No.:

Sample No.: Spring @ Savage Cabin Stewart Gulch (S4)

CONCENTRATION IN yg/ffil

Date: 8 November 74

Analyst: s. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.009

Thorium

Gadolinium

Molybdenum

0.013

Titanium

0.1

Bismuth

Europium

Niobium

Scandium

0.006

Lead

0.04

Samarium

Zirconium

Calcium

*

Thallium

Neodymi urn

Yttrium

0.003

Potassium

*

Mercury

**0.0010

Praseodymium

Strontium

4

Chlorine

*

%Aold

Cerium

0.

005

Rubidium

0.03

Sulfur

*

Platinum

Lanthanum

0.

009

Bromine

0.03

Phosphorus

1

Iridium

Barium

0.

05

Selenium

Silicon

*

Osmium

Cesium

Arsenic

Aluminum

>70

Rhenium

Iodine

Germanium

0.007

Magnesium

•

Tungsten

Tellurium

Gallium

0.006

Sodium

*

Tantalum

"Antimony

Zinc

0.1

Fluorine

*

Hafnium

Tin

0.

,04

Copper

0.2

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.08

Nitrogen

NR

Ytterbium

Cadmium

Cobalt

0.03

Carbon

NR

Thulium

Silver

Iron

23

Boron

0.007

Erbium

Palladium

Manganese

01.4

Beryl! ium

0.001

^ Viol mi urn

Rhodium

Chromium

0.04

Lithium

0.3

Dysprosium

Hydrogen

NR

NR - Not Reported

All elements not reported <0. 007 pg/ml

* Not reported upon request
** Flameless Atomic Absorption

•

9

Reply to

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60601 • AREA CODE 312 726-B434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-9521

•L

Mr. Frank Haas
The Oil Shale Corporation
18200 West Hi way 72
Golden, Colorado 80401

\.- i »»i'*

Date: 8 November 74

P. O. No.:

Sample No.: Spring at Oland House (S5)

CONCENTRATION IN yg/ml

Analyst: S. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.005

Thorium

Gadolinium

Molybdenum

0.03

Titanium

0.02

Bismuth

Europium

Niobium

Scandium

0.005

Lead

0.01

Samarium

Zirconium

Calcium

*

Thallium

Neodymium

Yttrium

Potassium

•

Mercury **

V

0.0019

Praseodymium

0.

,002

Strontium

2

Chlorine

*

%/Sold

Cerium

0.

,002

Rubidium

0.005

Sulfur

*

Platinum

Lanthanum

0.

,002

Bromine

0.02

Phosphorus

0.3

Iridium

Barium

0.

,03

Selenium

Silicon

*

Osmium

•

Cesium

Arsenic

0.002

Aluminum

0.1

Rhenium

Iodine

' Germanium

Magnesium

•

Tungsten

Tellurium

Gallium

0.002

Sodium

*

Tantalum

Antimony

Zinc

0.2

Fluorine

*

Hafnium

Tin

0.

,03

Copper

0.1

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.03

Nitrogen

NR

Ytterbium

Cadmium

Cobalt

0.005

Carbon

NR

Thulium

Silver

Iron

-6

Boron

0.006

Erbium

Palladium

Manganese

0.05

Beryl 1 ium

NWolmium
Dysprosium

Rhodium

Chromium

0.01

Lithium
Hydrogen

0.07
NR

NR - Not Repor

ted

1/f Cs

/' 1 s^—y^.

All elements not

* Not repor
** Flame! es

reported <0.003|ig/ml

•tod upon request
,s Atomic Absorption

II

Approved: ^1
A- 79 //

,^/CA

•

♦

m

Reply

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLC STREET, CHICAGO, ILLINOIS 60601 • AREA CODE 312 728-8434
tO INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-9521 ,

/\

- To:

Mr. Frank Haas

The Oil Shale Corporation

18200 West Hi way 72
Golden, Colorado 80401

"\

P. O. No.:

y

Sample No.: Spring at mouth of Willow Creek
West of PI Ranch (S6)

CONCENTRATION IN yg/ml

Date: 8 November 74

Analyst: S. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

.Terbium

Ruthenium

Vanadium

0.004

Thorium

Gadolinium

Molybdenum

0.01

Titanium

0.3

Bismuth

Europium

Niobium

•

Scandium

0.01

Lead

<0.

03

Samarium

Zirconium

Calcium

*

Thallium

Neodymi urn

Yttrium

Potassium

*

*

Mercury
/Gold

**0.0017

Praseodymium
Cerium

Strontium
Rubidium

5

0.04

Chlorine
Sulfur

*
*

Platinum

Lanthanum

Bromine

0.03

Phosphorus

0.2

Iridium

Barium

0.

,03

Selenium

Silicon

*

Osmium

Cesium

Arsenic

0.03

Aluminum

1

Rhenium

Iodine

0.

,005

Germanium

0.008

Magnesium

*

Tungsten

Tellurium

Gallium

0.005

Sodium

*

Tantalum

Antimony

Zinc

0.4

Fluorine

*

Hafnium

Tin

Copper

0.05

Oxygen

NR

Lutetium

Indium

STD

Nickel

0.01

Nitrogen.

NR

Ytterbium

Cadmium

Cobalt

0.01

Carbon

NR

Thulium

Silver

Iron

0.8

Boron

0.03

Erbium

Palladium

Manganese

0.03

Beryl! ium

%

Ylolmium

Rhodium

Chromium

0.03

Lithium

0.4

Dysprosium

Hydrogen

NR

NR - Not R<
All elements

* Not re|
** Flameli

?por
not

?or

SSS

ted
lepc

tod
Ate

>rted <0.007iig/ml
upon request
iinic Absorption

II

Approved: ^

A- 80

vt$

/

^

•

%

•

To

ply to

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 80801 • AREA CODE 312 728-8434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLOKADO. 80401. PHONE: 303-278-9521

J\

Mr. Frank Haas
The Oil Shale Corporation
18200 West Hiway 72 l
Golden, Colorado 80401

I*

«.MC4 •*>'•

P. O. NO.:

Sample No.: Spring at PI Ranch (S7)

CONCENTRATION IN yg/ml

Date: 8 November 74
Analyst: S. Sweeney
IAD No.: 97-140-002-33

ELEMENT

CONC.

0.03

r

%:

-

*J

Uranium

Thorium

Bismuth

Lead

Thallium

Yercury **0.0003

Gold

Platinum

Iridium

Osmium

Rhenium

Tungsten

Tantalum

Hafnium

Lutetium

Ytterbium

Thulium

Erbium

Hoi mi urn

Dysprosium

ELEMENT

CONC.

Terbium

Gadolinium

Europium

Samarium

Neodymi urn

Praseodymium

Cerium

Lanthanum

Barium

Cesium

Iodine

Tellurium

Antimony

Tin

Indium

Cadmium

Silver

Palladium

Rhodium

NR — Not Reported

All elements not reported <0. 007ii Cj/ml

* Not reported upon request
** Flame less Atomic Absorption

0.01

0.006

STD

ELEMENT

Ruthenium

Molybdenum

Niobium

Zirconium

Yttrium

Strontium

Rubidium

Bromine

Selenium

Arsenic

Germanium

Gallium

Zinc

Copper

Nickel

Cobalt

Iron

Manganese

Chromium

Approved:
II A- 81

CONC. ELEMENT

CONC.

Vanadium 0.004

Titanium 0.2

Scandium 0.006

Calcium

Potassium

2 Chlorine *

0.01 sulfur *

0.01 Phosphorus 0.2

Silicon

0.004 Aluminum 0.4

Magnesium

0.006 Sodium *

0.08 Fluorine *

0.03 Oxygen NR

0.009 Nitrogen NR

0.002 Carbon NR

0.7 Boron 0.02
0.01 Beryllium

0.008 Lithium 0.1

Hydrogen NR

»

»

•

Reply to

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60001 • AREA CODE 312 726-8434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-952J

•

:'o: Mr. Frank Haas

The Oil Shale Corporation
18200 West Hiway 72
Golden, Colorado 80401

/\

^

»-^c« ••«■■

Date-. 8 November 74

Analyst: s. Sweeney

P. O. No.:

*

Sample No.:

Spring of Willow Cr @ mouth of
Scandard (S8)

CONCENTRATION

IN yg/ml

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT CONC.

ELEMENT

CONC.

ELEMENT

CONC.

Uranium

Terbium

Ruthenium

Vanadium

0.003

Thorium

Gadolinium

Molybdenum

0.06

Titanium

0.2

Bismuth

Europium

Niobium

Scandium

0.007

Lead

Samarium

Zirconium

Calcium

*

Thallium

Neodymi urn

Yttrium

Potassium

•

Mercury
^ Jtold

**0.0001

Praseodymium
Cerium 0.005

Strontium
Rubidium

3

0.009

Chlorine
Sulfur

*

*

Platinum

Lanthanum 0.01

Bromine

0.04

Phosphorus

0.07

Iridium

Barium 0.06

Selenium

Silicon

*

Osmi urn

Cesium

Arsenic

Aluminum

0.2

Rhenium

Iodine

Germanium

0.006

Magnesium

•

Tungsten

Tellurium

Gallium

Sodium

*

Tantalum

Antimony 0.006

Zinc

0.05

Fluorine

*

Hafnium

Tin 0.02

Copper

0.2

Oxygen

NR

Lutetium

Indium STD

Nickel

0.01

Nitrogen

NR

Ytterbium

Cadmium

Cobalt

0.02

Carbon

NR

Thulium

Silver

Iron

6

Boron

0.04

Erbium

Palladium

Manganese

0.1

Beryl 1 ium

Hoi mi urn

Rhodium

Chromium

0.03

Lithium

0.1

^ dysprosium

*

Hydrogen

NR

NR - Not Reported

All elements not reported <0007 yg/ml

* Not reported upon request
** Flameless Atomic Absorption

Approved:
II A-82

/

U

a t <>■

•

•

•

Reply to

COMMERCIAL TESTING & ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA 3ALLE STREET, CHICAGO, ILLINOIS 60801 • AREA CODE 312 728-8434
INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOLDEN. COLORADO. 80401. PHONE: 303-278-9521

Mr. Frank Haas
The Oil Shale Corporation
18200 West Hiway 72
Golden, Colorado 80401

»4«l<t ••.'•

Date: 8 November 74

•

Analyst:

S. Sweeney

P. O. NO.:

Sample No.:

Willow Creek 3/4 mi. past Scandard (S9)

CONCENTRATION IN yg/ml

IAD No.:

97-140-002-33

ELEMENT

CONC. ELEMENT CONC. ELEMENT

CONC.

ELEMENT CONC.

Uranium

Terbium Ruthenium

Vanadium 0.005

Thorium
Bismuth
Lead
Thallium

Mercury
fe k)ld

**

0.0001

w )

Platinum
Iridium
Osmium
Rhenium
Tungsten
Tantalum
Hafnium
Lutetium
Ytterbium
Thulium
Erbium
Hoi mi urn
/dysprosium

Gadolinium

Europium

Samarium

Neodymium

Praseodymium

Cerium

Lanthanum

Barium

Cesium

Iodine

Tellurium

Antimony

Tin

Indium

Cadmium

Silver

Palladium

Rhodium

NR - Not Reported

All elements not reported <0.003pg/rnl

** Flameless Atomic Absorption
* Not reported upon request

0.002
0.002
0.05

0.002

STD

Molybdenum

Niobium

Zirconium

Yttrium

Strontium

Rubidium

Bromine

Selenium

Arsenic

Germanium

Gallium

Zinc

Copper

Nickel

Cobalt

Iron

Manganese

Chromium

0.2

Approved:
II A-S5

1

0.005

0.02

0.002

0.2

0.1

0.02

0.05

2

0.05

0.03

Titanium

Scandium

Calcium

Potassium

Chlorine

Sulfur

Phosphorus

Silicon

Aluminum

Magnesium

Sodium

Fluorine

Oxygen

Nitrogen

Carbon

Boron

Beryl 1 ium

Lithium

Hydrogen

0.2
0.01

0.04

0.2

NR
NR
NR
0.03

0.5
NR

ZA

w

»

COMMERCIAL TESTING Hi ENGINEERING CO.

GENERAL OFFICES: 228 NORTH LA SALLE STREET, CHICAGO, ILLINOIS 60801 ■ AREA CODE 312 726-8434
Reply tO INSTRUMENTAL ANALYSIS DIVISION. 14335 WEST AVENUE. GOIDCN. COLORADO. 60J01. PHONE: 303-278-952 J

•

Mr. Frank Haas

The Oil Shale Corporation
18200 West Hi way 72
Golden, Colorado 80401

V— i .•»■■•

P. O. No.:

Sample No.: Willow Creek 2 mi past Scandard (S10)

CONCENTRATION IN yg/ml

Date: 8 November 74
Analyst: S. Sweeney

IAD No.: 97-140-002-33

ELEMENT

CONC.

ELEMENT

CONC.

ELEMENT

CONC. ELEMENT

CONC.

Uranium

Thorium

Bismuth

Lead

Thallium

Mercury

Lid
)

Platinum

Iridium

Osmium

Rhenium

Tungsten

Tantalum

Hafnium

Lutetium

Ytterbium

Thulium

Erbium

0.02

**

I ,

Hoi mi urn

Dysprosium

Terbium

Gadolinium

Europium

Samarium

Neodymium

0.005

0.0014 Praseodymium 0.001

Cerium

Lanthanum

Barium

Cesium

Iodine

Tellurium

Antimony

Tin

Indium

Cadmium

Silver

Palladium

Rhodium

0.002
0.005
0.05

0.001

STD

NR -. Not Reported
All elements not rep

* Not reporte

** Flameless Atomic Absorption

All elements not reported <0. OOluti/jTll

* Not reported upon request

<0.001
1

Ruthenium

Molybdenum 0.02

Niobium

Zirconium

Yttrium

Strontium

Rubidium

Bromine

Selenium

Arsenic

Germanium

Gallium

0.005

0.01

0.002

Zinc

Copper

Nickel

Cobalt

Iron

Manganese

Chromium

0.2

0.03

0.005

0.002

0.9

0.06

0.01

Vanadium

Titanium

Scandium

Calcium

Potassium

Chlorine

Sulfur

Phosphorus

Silicon

Aluminum

Magnesium

Sodium

Fluorine

Oxygen

Nitrogen

Carbon

Boron

Beryl 1 ium

Lithium

Hydrogen

0.002

0.02

0.004

0.3
*

NR
NR
NR
0.006

0.2
NR

II

Approved:
A- 84

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Section II

Core Drilling and Associated Ground Water

Included in this section is a] 1 the data compiled as
of November 30, 1974, as part of the Core Drilling and Associ-
ated Ground Water Program which commenced with the drilling of
the deep corehole SG-10 on June 6, 1974.

Much of the data presented is in supplement to that act-
ually required by the Oil Shale Lease Environmental Stipulations.
As defined by the Lease, three observation wells are required
for each spent shale disposal site, one upgradient and two down-
gradient. Each of these wells (SG-18, SG-19, A-7) is to be
monitored for water level, water temperature, and water quality.

In addition to the above wells, a test well (AT-1) and an
observation well (AT-lc) in each water-bearing zone defined by
the test well are required at each proposed mine site. Samples
of drill cuttings and borehole geophysical logs are required for
each of the two wells as directed by the Mining Supervisor.

It is also stipulated that each water-bearing zone pene-
trated by the test well be pumped maintaining steady and contin-
uous discharge for a period of time determined by the Mining
Supervisor. During such a pump test the following data should
be recorded:

1. Water-level fluctuations in the observation well.

2. Water discharge volume from the test well.

3. Water quality of the test well.

After the pump test, records of water level and temperature must
then be maintained on the test well and observation well pursuant
to a measurement schedule.

After all initial tests, water samples from each well shall
be collected at six-month intervals and analyzed for evidence of
trends in water quality as determined by comparing the samples
with previous analyses.

The pump test as described above was not commenced until
November 28, 1974. Therefore, no results from the test were
available for inclusion in this report. Also, no six-month
water samples have been collected to date.

Only the five wells mentioned above are specifically required
by the Lease. The remainder of the data presented in the section,
while not specifically required by the Lease, is essential in
further planning and evaluation of the complexity of problems
confronting the mining operation and has been collected for that

II B-l

r

e

c

»>

Core Drilling and Associated Ground Water

(Continued)

purpose. Instead of simply abandoning these "extra" ("beyond
the minimal requirements of the Lease) holes after the mining
information is obtained from them, we have completed them as
additional ground water monitoring holes to supplement our
baseline data.

«

•

II B-2

r

C

I

.♦

SECTION II

CORE DRILLING AND ASSOCIATED GROUND WATER

DESCRIPTION OF CONTENTS

Table/Figure No.
Fig. II B-l

Table II B-l

Table II B-2

Table II B-3

1

Table II B-4

Fig. II B-2

Figs. II B-3

through
II B-17

*

Title/Description

Well Location - a map of all wells
and deep core holes completed, in
progress, or proposed on or adjacent
to Tract C-b.

Page No.
II B-6

Well Summary Table - a summary by well II B-7

of all the information compiled for each through

well as of November 30, 1974. Each of II B-12
the table headings serves as a sub-
section in the remainder of the section.

Survey Plats - both an introduction to II B-13

the actual survey plants it precedes and through

a summary of those plats completed. II B-43

Well Completion Data - both an introduc- II B-44

tion to the actual completion data it through

precedes and a summary of that completion II B-76
data available.

Jetting Test Data - a brief description
of test methodology followed by:

+ Calculated Transmissivity Values -
a tabulation by wells of those values
determined from jetting and drill
stem test data,

+ Example of Transmissivity Value
Calculation, and

+ Jetting Tests Raw Data - a presen-
tation of all field data from which
transmissivity values have been
calculated.

Drilling Water Production - a brief
description of data collected followed by

+ Water Production, Temperature, and
Conductivity During Drilling - graphs
of the water parameters vs. well
depth, and

II B-77
II B-73

II B-79

II B-80
through
II B-131

II B-132

II B-133
through
II B-146

II B-3

*

<

t

>

Table/Figure No.

Tables II
thru II

B-5

B- 14

Table II B-15

II

Table II B-16

«

Title/Description Page No.

+ Water Production and Conductivity II B-147
Data Sheets - copies of the raw through
water production data by well. II B-190

Drilling Water Quality - a brief descrip- II B-191
tion of the drilling water analytical
program followed by:

+ Water Quality Analytical

Pro_gram

Summary Tables - a tabulation of
data compiled from the laboratory
data sheets, and

II B-192
through
II B-201

+ Water Quality Laboratory Data Sheets, II B-202
the actual laboratory data sheets re- through
suiting from water analysis. II B-357

Baseline Water Quality - an introduction
to the Baseline Water Quality Program
followed by:

+ Baseline. Water Quality Analysis
Table - a tabulation by well of water
quality data.

Geophysical Logs - a brief description
of the geophysical log program followed
by:

+ Geophysical Log Summary Table - a
tabulation by well of those logs run
including an explanation of notation
used in Table II B-l, and

+ Geophysical Logs - copies of the
actual logs run.

Lithological Logs - an introduction to
the lithological log program followed
by actual field copies of all logs com-
pleted.

Core Assay Data - an introduction to the
core assay program including a descrip-
tion of methodology followed by presenta-
tion of the data. '

Trace Element Analysis From Core and
Cuttings - a description of the program
requirements..

II B-358

II B-359

II B-360

II B-361

II B-362
through
II B-573
II B-374
through
II-B-378

II B-379
through
II B-441

II B-442

II B-4

<

I

t

i

Table/Figure No.

Table II B-17

Figs. II B-18
through II B-27

l>

Title/Description

Rock Mechanics - a description of
the rock mehcanics program followed

+ Addendum to July Monthly Report
Geotechnical Study by Golder Asso

ziates,

Gas Determination and Analysis - a
discussion of the current program fo.l
by:

nved

+ Analysis of Gas Samples Summar ."able
a tabulation by well of all gas analyses
results. Gas samples were collected from
the blooie line on the drilling rig, using
evacuated steel containers. Gas analysis
was done by The Oil Shale Corporation
Laboratory, Golden, Colorado, utilizing
gas chromatography with flame ionization
and thermal conductivity detectors.

+ Baroid Gas Detector Charts - Baroid
mud loggers, located on all drill Lng rigs,
measure the relative amount of me :::ane
in the gas stream from the blooie Lines.
This data is plotted against dept . on
charts. The Baroid Analyzers report in
uncalibrated units ; we are currently
attempting to establish a correlr.zion
between these units and the bomb simple
results. (Even though we regard the gas
data collected to date as qualitative
in nature.)

Page No.
II B-443

II B-444
through
II B-490

II B-491

II B-492

II B-493
through
II B-508

♦

II B-5

f

<

t

0)
H
H

W

4
<!

(D

13
H
P
c+

CO

(

c

c

>i

TABLE II B-2

Survey Plats

The following is a list of those wells on which survey
plats have been completed. A copy of each of the survey plats
follows in this section.

♦)

Aquifer Test Wells

Alluvial Wells

AT-1 (pump

test

well)

A-l

AT-la

A-2

AT-lal

A-3

AT- lb

A-4

AT-lc

A-5

AT-ld

A-6

A-7

A-8

A-9

A-10

A-11

A-12

A-13

Deep Coreholes and W

ells

Existin

g Open Coreholes

SG-1

Cb-1

*SG-6

Cb-2

SG-8

Cb-3

SG-9

Cb-4

*SG-10

*SG-11

SG-17

"■

SG-18

SG-19

SG-20

SG-21

* Also used as outer observation wells for Aquifer pump tests.

♦

II B-13

f

t

4

CORE HOLE LOCATIONS
SWA SECTION 7
T 3S, R S6 W, 6TH FM

jV

en

3

0-

D-l (AS DRILLEDO Elev.

I-C (NOT DRILLED.) Elev. 6904.7

H

i-A-!'kAS GRILLED',) Elev. 6906. S

t-A (A3 CRlLLED)Elev. 6908.6

LOCATION Sp-AT

(AS DRILLED) Ellev. 6D08.7

Top Pipe 6907.3
i
1-9 (AS DRILLED) Elev. 6908 7

IV

703

1 3 2 C 0

•J -- *q

in en <\i r-, ^ °°
O ID O "' N N
K) rO <? ^r <*"«/>

" f

Scole l" = 500'

N C9°53' E

NOTE - Elevations referred to U.S.G.S. Dofum.

!,Clarence J. Bielok do hereby certify .that this plot
was plotted from notes of o field survey made under my
direct responsibility, .supervision and checking on

/7 - n

July 29, 19 74.
II B-14

7

u<Lr<i^'1<-<''V

A

t< etjist e red 1.0 ft d Survey*

— -i

o

r-

o

W E ST CRN E N G ! N b" E R 5, 1 N C

CORE HOLE LOCATfC'.S
ATLANTIC RICMHELn C 0 >-'"•*• '.'V
SG-AT LOCATION 3
i -•■ i n; ft'ico r.Oi'*:~ v "■"" ■ •' '

cd?i

JSURVCYLO '.

M n

'.;, /•'«•)

in 'i . T/a

K

A

SCALE: I

l-D

16'

&■

w

*2s

50

/ \
./ %

v v

^■^ l-C

0

I*"

\U1-

I"

s5lcoO

48" E

10 »7

*oJT3 ~V

,//S8|,s*r,6-

^5

832

\co
" " -o

l-B

1

WESTERN ENGINEERS INC

CGHF HOLE LOCATIONS

ATLANTIC RlCHf'lELO COM PAW

>

I, |-A, l-A-l, i-B, l-C, B l-D

• II B-14a.

'. '..'WVTVF. U -:. J. ;\ . FRAWN - L. J

'w/.no jr. f , r.i »t.c '"' / '-5

•

CORE HOLE LOCATION
I3I3.6FT. N.S.L.- 1945.6 FT WE. L.
SECTION 2, T 3 S, R 97 W, 6TH P.M.

S 89° 4 7 w

2645 94

4

LOCATION

ELEV. 6428.5'

N 89°05* W 2634 72*
1

u>

to

to

S 89° 33 W

2 6 3 7. 36

■fr

1945.6-

JC

T

Scolc I - 1000

5:

in

f o
o

N 66° 53 W 2 647.26

NOTE - Elevotion referred to USGS Datum

I, Dovid L. Oeor do hereby certify that this plat
was plotted from notes of a field survey mode under my
direct responsibility, supervision end Chocking on
Apr. 4 , 19 74

)

-i

II B-15

^ Retji&iurcd Lor.j Surveyor

>i <

ijj

1 WESTERN ENGINEERS, INC.

CORE HOLE LOCATION
ATLANTIC RICHFIELD COMPANY

S G - I

liflVEYLOpL ?__ 0'?A'-. "<.'"■ .v' t.
IGRA.'.O ,U J . , . " ' ION, C01 • . «/ ••'

»>

CORE HOLE LOCATION

25250FTN.S.L.-225I.3FT. E.W.L.

SECTION 7, T3S.RS6W, 6TH RM.

0>

0 w

706.2

III

703.6

1320 0

2251.3

S 89° 52' E

1320 0

2640.0

CORE HOLE LOQATION
ELEV. 6887.9

2640.0

"*-

Scol« I • 1000

o
d

CO
CO

in

x

o
z

N 69°53' E

NOTE- Elevation referred to U.S.6.S. Datum

* V

I, Clarence J Biclak do hereby certify that 'this plot
wos plotter! from notes of a field survey made under my
direct responsibility, supervision end chocking on
Apr 3 , 19 Z£ .

II J3-16

*£f WESTERN ENGINEER?, I?

CORE HOLE LOCATION
ATLANTIC RICHFIELD CCUPA

SG-6
/.y'o' n:0 BLANCO COUNTY, CX<v

P.

•;c.

NY

•

CORE HOLE LOCATION
23060FT N.S.L.- 2600.0FT.E.WL.
SECTION 9, T 3 S, R 96 W, 6TH P M

N 69°49' W

5 2 8792

260C --

CORE HOLE LOCATIONS

ELEV. 6 5 38

+A

to
o

-A

S 69°48 W y 5272.08'

N

-*V

Scolt I * 1000

NOTE — Elevation referred »o USGS Dofjm

\t Dcvid L bO'ir do hereby cort.fy that this plot

was plotted frcn notes of o field survey made under my
direct responsibility, supervision and checking on

- * ■ ■■" w- V

Registered Lord burvoyor

Af'r... 3

II B-17

^J WESTERN ENGINE

EERS.JNC

COPE HOLE LOCATION
AT^.'A'TiC R:Chc'El.D COV::*«S*

SG- 8.

^P'JfiVf Y: 0 :..-_ [\ . £r"A*'l

•

CORE HOLE. LOCATION

222. 2FT. N.S.L.- 46I.0FT. W.E.L.
SECTION II, T3S.R97W, 6TH P.M.

S89°33'W 2637.4

S 88° 33 W

<>•' *'-r.>.

M

\ *

N 86°53' w

«-

Scole I * IOOO

266/.I

03

O

o

O

O

2

; - ..

NOTE - Elevation referred to U.S.G.S. Dotum

lt Clarence J Bielak do hereby certify that this plat
was plotted from notes of o field survey made under my
direct responsibility, supervision and chocking on

■— —
\ Wl

Apj\

..IS74 .

ESTERN! ENGINEERS, INC.

CORE HOLE LOCATION
LANTIC RICHFIELD COMPANY

SG-9

IT B-18

/y // -'I X"' /* ' I r.'!0 BLANCO COUNTY. COLORADO

^a,v/f^t:^.-^./.L^^^Li^:/ sukveyeoc j_n....onAv.'r: R.w (\._

u..

Reoistared Lond

purveyor

;;ciion, coi.o.

< / .•/ T

•

' j t ■■";

CORE HOLE LOCATION

97.0FT S.N.L. - I84.0FT. W.E.L.
SECTION I3.T3S, R97W, 6TH P.M.

o

K

0>

t

S 89°ll'W,

5291.9'

I

V

o

1

4

i

LOCATION— g£

ELEV. 6950.1' "^

<^

1

o

ro

in

i

\'.

5-

U

5

•

'm

0

O
O

,

*

2

/

*

S88°53'W

5 2 787

184

|

v/

on

<n
*r

(0

CM

Scol* I** 1000'

"CD

m
o
m
O

in

CVJ

a/

"o>

c\j

o

to

o

2

NOTE - Elevation referred to U.S.G.S. Datum.

I, Clarence J Bielak do hereby certify that this plat
v.'as plotted from notes of a field survey made under my
direct responsibility, supervision and chocking on

ta_2_»Z±. /^ /; v;^^

Registered Land' Surveyor

II B-19

I WESTERN ENGINEERS, INC.

CORE HOLE LOCATION
ATLANTIC RICHFIELD COMPANY

SG- 10

I RIO BLANCO COUNTY. COLO! " ~~
DRAWN R.VAP.

[SURVEYED C.JiL_
[GRAND Jl ;CT>0 .', C' I ..

4/:-/7- .

•

•

CORE HOLE LOCATION

12. OFT N.S.L. - I60.0FT. W.E.L.
SECTION 7, T3S, R96W, 6TH P.M.

(y

CD

u->
ID
CVJ

UJ

"en
O
o
O

o

706.2

IV

703.6

N

S 89° 52 E

1320.0

2640.0

LOCATION N.

ELEV. 69000' ^\

I 320.0

2640 0

N 89°53' E

Scolt ! * 1000

O
O

CO
C\J

in

a:
o

« 160.0

NOTE- Elevation referred to U.S.G.S. Datum

I, Clarence J Biclck do hereby certify that this plat
was plotted from notes of o field survey made under my
direct responsibility, supervision ond checking on

Apr 3 , 19 74

IIB-20

Registered t.ond Surveyor
1/

1 WESTERN ENGINEERS, IMC.

CORE HOLE LOCATION
ATLANTIC RICHFIELD COMPANY

SG- II

i

! R'O BLANCO COUNTY, COLORADO]

Dur.vEYL'n c. _,i_n __o.'ia\v\' r w o_ , \
:u j* .c'i ION, COi 0. -»/. / ■■■ i

rr.R

■•s «**•,.:• at.

•

•

•

CORE HOLE LOCATION

436.0 FT. N.S.L.- 181.0 FT. E.W.L.
SECTION I6.T3S, R 96 W, 6TH P.M.

(y

4360'l7%

o L

,0<

1

q

N

S 89°48' W

5272.8

• r

16-

LOCATION

ELEV. 7035.7'

Scots I * 1000

O

d

CO

S 89°52 W v 5294.52

NOTE -Elevation referred to U.S.G.S. Datum

I, David L. Bear do hereby certify that this plot
war. plotted from, notos of q field survey made under my
direct responsibility, supervision ond chocking on
Apr. 3,19 74.

i ' _ X«/<"? .^.- r ,vC >;.-*- Jw O *&*&**•

II B-21 ^- - " Registered l.u.io ourvayor

CORE HOLE LOCATION
ATLANTIC RICHFIELD COMPANY

S WESTERN ENGINEERS, l«C. ;

c

\

SG--I7

1 RIO PLANCO CO"\,TY, Pfv.< !rO

CUnVEYCOD.L D. r;;,. \.j IS.VJ _

•. .»i ■ >-jM«nMM

im-j.ni««<wnrj Hi — iB>m-#m».-.

!:jct:

*/

•

•

w

ro
to

0

o

2

c~

CORE HOLE LOCATION

1240.4 FT. N.S.L -365.7 FT. W.E.L.

SECTION 25, T3S R97W6TH.R M.

S 89° I7'W 5334.14*

-25-

CORE HOLE
ELEV.

LOCATION
7 3 82.6'

365.7

b

S 89° 24 W 5370.34

NOTE Elevotion referred to U.S.6.S. datum.

I, Clorence J.Bielok do hereby certify thot this plot
was plotted from notes of o field survey made under my
direct responsibility, supervision and checking on
July 29 , 19 74. .

II B-22

Registered Lcuu Surveyor

V

f

T

00

o>
in

CO

_5 Scale l"s 1000'

to

to

o

O »

z

-0

00

in

in

<£>

UJ

en

o
o

4

I WESTERN ENGINEERS, INC.
CORE HOLE LOCATION
ATL ANTIC RICHFIELD

S.G. N£ I 0

RIO f A'.rn COUNTY. COLORADO >

iSURVr.YfO_.S:? . . DRAVM
>r. rJ.\W) " ' it T I Oi*. CO' ■ .).

J

%

»

•

-«l

0-

456.8

o

O

o

O

O

V)

0

CORE HOLE LOCATION

139.8 FT. S.N.L.— 456.8 FT. E.W.L.
SECTION 5, T3S R 96W, 6TH P.M.

CO

7

WEST

P\

N

BE \\

CORE
ELEV

m

HOLE LOCATION
6381.8'

n

_i

5-

S 69° 5 2* V/

■6-

5286.6

Mote . Elevation referred to U.S.G.S. datum.

I, Clarence J Bielak do hereby certify that this plat
v/cs plottc-d from notes of o field survey made urtder my
direct responsibility, supervision and chocking on
Oct. 29 ,19 74 . >^ v;

II b-23 ^A^U^J^-xJ^^^^C^^^LjBl

Registered Land Surveyor

0wc- .

AT

t

Scolt I * IOOO

oo

O

o

o

o

V)

-0

WESTERN ENGINEERS, INC.

CORE HOLE LOCATION

ATLANTIC RICHFIELD

SG-19
RIO BLANCO COUNTY. COLOR-' .OD
lGUnVEYF0_C. JiB.. DRAWN. JJ.W

t{J!;/i:n Jl ..c.tk ■. c.ci\ o sn/-.i/7 •

%

•

%

CORE HOLE LOCATION

260.9 FT. N.SL.-I598 .8 FT. W.E.L.
SECTION 31, T2S R96W, 6TH P.M.

S 88°45' W

667.7

1263.24

-I

6-

o
O

H

717.4 2

S88°29'W 1323.3'

2525.82

31-

CORE HOLE LOCATION
ELEV. 63580'

\\

jL^,

•1598.8

-4-

rrr

89°42' W 2643.3'

d

•'IJQte: Elevation referred to US.G.S. datum

■N

31

i

rO

m Scolc I ■ 1000

o

O

z

<M
CM

O

o

I, Clarence J. EJielok da hereby certify that this plat
v'os plotted from notes of o field survey mado under my
direct responsibility, superv-sion ond checking on

tj |3_24 Registered Lond Surveyor

WESTERN ENGINEERS, INC.

COrJE HOLE LOCATION
ATLANTIC RICHFIELD

SG-20

i.

f?!0 RLAfiCO COUNTY, COLCrV
|SURVEYED..C._J:.P.._D«A\Vrf__R._L.S

\'.--\- • ■: ".P , C i .0. :■'■,■ .

»

•

»

)

'.» • ." »

v CORE HOLE LOCATION

. 210.6 FT. N.S.L. -1528.6 FT W.E.L.
SECTION 13, T3S R97 W, 6TH P.M.

N 8 6° 5 3' W J 52 78.7*

riCTf.: Elevation referred to U.S.G.S. doium,

X

Scole I * 1000

I, Clarence J Bielok do hereby certify that this plot
was plotted from notes of o field survey made didder my
direct responsibility, supervision and checking on
Oct,, 28 ,19 74 . rfj ^ /? ,

ii o-ib Keuj stored Lend Surveyor.

WESTERN ENGINEERS, INC.

CORE HOLE LOCATION
ATLANTIC RICHFIELD

SG -2 1

RIO Bl ANCO COUNTY, COLOR/

j SURVEYED jCAM-DflAWfi. j

('[) JL':. I, COLO.

%

•

%

<

COLORADO TRACT B

CORE HOLE LOCATION

1152.9 FT. N.S.L-I0I5.4 E.W.L

SECTION I, T3S R97W 6th. P.M.

RIO BLANCO COUNTY, COLORADO

0

S89°00'W 2682.9'

S 89° 10" W 2657.8'

f

<y

in

o

O

■z.

-1

1015.4

k

s*
o

ELEV.

CORE HOLE LOCATION

6759.6

in

0-

4

S 89° 16' V/ 5292.5'

NOTE: Elev. referred to U.S.G.S.

N

ID

to

5"

£ Scolt \~ •- 1000'

o
O

O
ro
o
O

-6

I, Clarence J. Bielak do hereby certify that this plot
was plotted from notes of a field survey mode under my
direct responsibility, supervision ond checking on
September 13,197?.. *' y-\ p f

II B-26 Registered Land Surveyor

'WESTERN ENGINEERS, INC.
CORE HOLE LOCATION
THE OIL SHALE CORPORATION

C-b-l

R 10 RLA NOP C 01 ' NTY, COLORS TO '
SURVEYED cj» DftAWN «tj

[gramo JUNCTION, COLO. 9/15/"/;.

»>

COLORADO TRACT B
CORE HOLE LOCATION
158 9.3 FT. N.S.L- I 3000 FT. WE L

SECTION 6, T3S R96W 6TH.PM.
RIO BLANCO COUNTY, COLORADO

CORE HOLE LOCATION

; ELEV. 6737.2

\v

■ -

1300

7

en

CO

in

Q-

706.2

1320

1

" 2640

f

Scale I • IOOC

in
O
o

o

CO

S89°52'E

NOTE: Elev. referred toUSGS datum

-v

I, Clarence J. Bielak do hereby certify that this plat
woi plotted f om notes of o field survey made under rny
direct responsibility, supervision and checking on
Sept em bcr 13 , 197 2 _ ?

11 ii-^/ Registered Land Surveyor

i

r

WESTERN F.NGJNEEr?S,INC. j

CORE HOLE LOCATION
THE OIL SHALE CORPORATION |

C- b-2

i RIO BLANCO COUMTY, COLORADO I
|5URVEYED_.Cj/vD. _ DRAWN. _<••> J
K.RAHD JUNCTION, COLO. 9/15/72

•

•

COLORADO TRACT B

CORE HOLE LOCATION

1088.2 FT. N.S.L.-2530.6 W.E.L

SECTION 5, T3S R96W 6th. P.M.

RIO BLANCO COUNTY, COLORADO

WC 40.3 Eost-

*i

11

L_

_J

<0

id

ro 0

o

o

to

-5-

II

Scole I * 1000

■2530 .6

CORE HOLE LOCATION
ELEV 6743. I

f

(y

Rock

CM

00
00

o

=6t

S 89 ° 52 Wv 5286.6

NOTE: Elev. referred to U S G S datum

I, Clarence J. Biclak do hereby certify that thic plat
was plotted from notes of a field survey made under my
direct responsibility, supervision and checking on

• WESTERN ENGINEERS, INC. |

CORE HOLE LOCATION
THE OIL SHALE CORPORATION

September 14, 1972.
II B-28

C-b-3

Registered Land llvrvtyor
I

J

RIO Rt.ANCO COUNTY COt ORAD:
[SURVEYED c J B DNAWN St.*.

CI

,- 0 JUNCTION, COl.O. 9/15/71: ,

t

■

<v

♦J

960

fr

COLORADO TRACT B
CORE HOLE LOCATION

FT. N.S.L.- 960.0 FT. E.W.L.
N 17, T3S R96 W 6TH PM.
BLANCO, COUNTY COLORADO

S89°52'W 5273.4'

-17-

CORE HOLE LOCATION

ELEV, 7054.0

N 8 9° Sl'W 52 8 7.9"

i

X

T

Scole 1 * 1000

NOTE; Elev. rt

;a USGS datum

I

I, Clarence J. B;
was plotted from nc
direct rer.ponsibil it;.
Sent ember 14, I 971

II B-29

• i hereby certify that this plot
3 field survey made under my
'vision ond checking on

7 A- >* '

I c pestered Land Surveyor

WESTERN ENGINEERS, INC.

CORE HOLE LOCATION
. THE OIL SHALT CORPORATION

C-b-4

RfO BLANCO COJNTY. COLORADO

SURVEY F.n cju DRAWN

[•:

RAfU) JU ICTION, CO! 0. «

•

o

o

z

14 26.4

CORE HOLE LOCATION

889.6 FT. N.S.L.- 1426.4 FT. E.W.L.

SECTION 25, T2S!R97W 6TH P.M.

^^;^rCORE HOLE LOCATION
l/^^ ELEV.I 6279 I

to

o>

CO
CO

J .

13

N SQ^O'W 60 0 4 0"

'Rock

NOTE" Elevolion referred to U.S.6.S. dotum.

14

//

£ Scolc ». s IOGC

m

CVJ

o

o
z

Rock

^

I Clarence J.Biclok do hereby certify thot this plot
was plotted from notes of o field survey mode under my
direct responsibility, supervis.on ond- checking on

II B-30

Keg

tfaisu-ccd Lond/Sur ■ •: yor

WESTERN ENGINEERS, !•«"(

CORE MOLE LOCAT IO.N
ATLANTIC RICHFIELD

A- I
q i o o t a i : r o couMi Y.^coir'?

3UR V C Y f. 0 _'. .J ;' 0 1 1 »W; N o t -■

jJQKAHO JUNCj ION, C\U.:J. 7//_

^

•

•

CORE HOLE LOCATION
1380.8 FT. S.N.L.- 1126.3 FT. V/.E.L.
SECTION 35, T2S-R97 W 6TH.RM

ROCK.

S89°36*W J 987. 9'

2GG3. I

V>
in
o
O

• 00

1 CO

CORE __H OL E LOCATION

ELEV.I 6281.4

■_ j :<

14

1 £•/*£>

GLO.B.C.

Scolc I * IOOC

6L.0. B C

NO^F.- Elevotion refered to U.S.G.S. doturn

I, Clorencc J. Bielak do hereby certify thai this plot
wos plotted from notes of 0 field survey-mode under my
direct responsibility, supervision ond checking on

July 24 ^.,'9 74 - /7 ' ' 1 ,1

II B-51

"^'(i

egistered Land Surveyor

WESTERN ENGINE

ERS.I.NC

CORE HOLE

LOCATION

ATLANTIC

RICi

iFIELD

A-

•2

rio m anco en

L»NTY

CO. ?*? f

iSuRvtYno..c.J. l2 .

_or; ..

:■( c 1. ■

GRAND JUNC 110!

1, O !

'" i

•

•

CORE HOLE LOCA". . ON

755.5 FT. N.S.L- 1.593. V. W.E.L.

SECTION 2,T3SR97 TH.RM.

fi

S 89 ° 47 W 264? 94

.!_

(}-

-2-

CORE HOLE LOCATION! >^^
ELEV. 644 6.6

»•

m

S 69° 33 W 2637.36

■ 9° OS'w 26 3-

/-*-

1593

T

TIE N4

W 264 7.26'

— 0

c/>

CM

c\>
ro

Scolc

■6

00

in
Ifj

CM

9 W

in

o

O

z

-^0

-,oo

NOTE: Flevotion refered lo USGS datum

I, C'CfCocc J Giclok do hereby Certify thot
vns plotted from noter. of o field survey .mode u
direct responsibility, supervision end chcckii

II B-52 Registered Lor, -J Sur\

riot
my

C

R

Si;
C fi

F?.N ENGINE 'J

OLE LOCA

NTIC RICH?

A-3

•'.CO QfHtNl v-

;c.
N

D

*

%

\s

0-

o

o

ty

CuRE hole location

241 1.0 FT. S.N. L. -3073. 5 FT. E.W.L.
SECTION 13, T3S R97W, 6TH P.M.

S 89° I I w

4-

52919

3073. 5

WELL LOCATION

ELEV. 6692.0

N88°53 W

5278.7

NOTE: Elevation referred to U.S.G.S. datum.

//

Sc«i* I * iooo

O

eg

jo

o

[O
ro
O

.», CJorerce J Bieiok do hereby cerlify thct this p!c1
wos plotted from notes ct 0 field survey nr.£z undw rny
direct responsibility, supervision or-d checking on
Oct 2 8 ,19 74. /* .<•

II B-33

_^V. _-■

WESTERN EKGiKCOC.IKC. j

CORC HOLE L.OCAT iC.s <

ATLANTIC RICHFIELD f

a-« j

H t ', ■ i : i c ; c 'j »..•■, ^

v t «• r*\

> * \

V

\.

r

CORE HOLE LOCATION

2270.0 FT. S.N.L.— 6S5.0 FT. W.E.L.
SECTION 36, T2S R 97 W, 6TH P.M.

//

6004.02

o

CVJ

CORE HOLE LOCATION
ELEV. 6343.0'

GAGING STATION—-*-*,
S 68o44'0l"E 717.14'

f«— 695'—

^■0

«r>

oScolc
o

z

l"« 1000*

II

12

CiJ

o

o

o

S 89°00' W 2662.9"

S 89°I0' W 2657.82'

Note: Elevation referred to U.S.G.S. datum.

j— i — wp— —

r

I, C!";Cnce J Bielak do hereby certify that this plot
wos plot!'-''! from notes of o fiold survey mods under my
direct responsibility, supervision c rid checking on

II B-34 _/ '. '''•-■-.'. '.' .

H e V i w I - ••■ l....:. -. v ...... I

I

WESTERN ENGINEERS, INC. !

CC.TE HOLE LOCATIC.1: «

ATLANTIC RICHFIELD
A- 5

. . "• ■:■ ':. ■ 01.0. s '. ■'.

*

LORE HOLE

265.5 FT. N.S.L.-
SECTIC.M 31 , T 2 S

LOCATION

1627.1 FT. W.E.L.
R 96 W, 6TH P.M.

S 63045' W

ro

o
o

2

887.7

1263.24

2525.82

1

0-

to

5

"n

o
o

31-

—i

CORE HOLE LOCATION
ELEV. 6358.0'

GAGING

717.42

STATION

S 88°29' W 1323. 3*

4

1627.1

ro

CD

rO

cjScoI« I * I0OO

o
o

z

o
o

.TIE GAGINQ STA.

N80°24'W 1700.1

89°42 W 2643.3

-v

Note: Elevation referred to U.S.G.S. datum.

I, Clc.'C.-ice J B:elck do hereby certify that this plat
was pleffeJ 'rorn notes of o field survey niodo under my
• direct responsibility, supervision ond chocking on

CY» 2? ,19 7 A . /* " ->

■ ' /- • -

II B-35

i

I-

LC

WESTERN ENGINEERS. riC.

CORE HOLE LOCATlui
ATLANTIC RICHFIELD

A -6
r ro r- ; "CO C"' "\'TV C. '"

I ■J."V v ;; r j \ ; - . -, «•

I -*, 7 H

•

-

CORE HOLE LOCATION

140.7 FT. S.N.L.— 446.8 FT. E.W.L.
SECTION 5, T3S R96W, 6THP.M.

N

TIE N85°0l'22"w 621.5*

GAGING STATION WEST

446.8-

O
o
o
o

CO

140.7

| 3E

CORE HOLE LOCATION
ELEV. 6381.8'

S 89° 5 2' W

T

(y

H

528G.6

v

Scol« f* 1000*

CO

o
o
O
O

CO

-0

Note: flevation referred to U.S.G.S. datum.

I, Clarence J Bielok do hereby certify that this plot
wos plotted frorn notes of o field survey made under my
direct responsibility, supervision ond checking on
Oct 29 ,19 74 s? * .1

II B-36 I. c.j • i.uri u Lc.jvi ourveyor

\A 7 A ( -

WESTERN ENGINEER IT,
CORE hole lccat::;;

ATLANTIC r..CHFlELD
A--7
HiO rt Af.CO r: " TY, r • • •

|V.U!.VEYrO_C._J __

. ..' ' J ' ci ::

*

-

•

CORE HOLE LOCATION
2202.0 FT. S.N.L. -.848.0 FT VV.EL.
SECTION 5, T3S R96W GTH.RM.

Scale I** 1000

Stofion

Gaging Stoiion

TIE K'5G03tVVw 493. 6*

S89° 5l'W 5286.6

NOTE' Llovotion refered fo U.S.G.S. doturn.

I, Clorcnco J. Diclak do hereby certify that Ibis plot
woo plotted from notes of o field survey mode under my
direct responsibility, supervision ond chocking on
July.20 ,!97!l_ . /?/* si ,?/>/?

II B-37

~ lU'Qislcrcd Loud Surveyor

WESTERN ENGINEERS, IKC

CORE HOLE LOCATION

ATLANTIC RICHFIELD

A-8

mo nt anco rouNTY. coigr?;
surn't.YtD.5.j.li __o;;;av.'n. <• »

GKA.'H) JU\'C I ION, C '.•• ,'i 0. -' ' ' '

*

•

CORE HOLE LOCATION

2244.8 FT. N.S.L. — 2661.2 FT. E.W.L.
SECTION 9, T3S R 96W, 6TH P.M.

N

N 89°49'W

528? 92

CORE HOLE LOCATION
^ELEV. 6538.0'

09
V

S 89°48'W

Sr-1

V « 5272.

W

Scolt I * 1000

06

Nc*e : Elevation referred to U.S.G.S. datum

i, Clorencc J BicIck do hereby certify that this plot
wos plcfted from notes of o field survey mode under my
C i r e Cl responsibility, supervision and checking on
Oct 2? ;-) 74 *-• -

II B-38

I \ (• u ; \ ' i' r i u L.0 1 1 J i'j Li i </ 1 y o l

WESTERN ENGINEERS, INC.
CORE HOLE LOCATION
ATLANTIC RICHFIELD

A-9

r ic [*lani" ) '. ".iNTv, ( -r ••

•:".'. F YCD.L. J • . D."V . ' ■ . .
■ ' '. .) „■..;• ( ';•■., f .

f*

CORE HOLE LOCATION
2478.8 FT. S.N.L.- 2524.0 FT. W.EL.

SECTION 16, T3S R96W 6 TH.RM.

Or

S 89°48'v7

-f

\

CORE HOLE LOCATION!

ELEV. 6G0 8.4' \

2524

0-

0-

5E7E.8

J

Jt

T

1

Scoie f« 1000

Goging Sfofion

Se9°52W 5294.52

NOTE" Elevation referod to U.S.6.S. dotum.

I, Clcrcrce J Bidok do hereby certify thot this plot
wos plotted from notes of o field survey mode under my
direct responsibility, supervision ond checking on

L__

II B-59

/ 4 s) A- / ft,

Registered Lend purveyor

i '

WESTERN ENGINEERS, !f-.':

CORE HOLE LOCATION'
ATLANTIC RICHFIELD

A- 10
Rio niAfjro coumty.^co:o^'
suRVEYi:i).c.j.o-..o^.vvri_. <>

i GRAND JllfcC I ION, '.'• )'. ' I. i1 /I/ ■

»

-

CORE HOLE LOCATION
2312. I FT. S.N.L. - 10 I 3.6 FT W.E.L.
SECTION 8, T 3SR96W6TH.RM.

CORE HOLE LOCATION
ELEV. 6502

-v-v-

Scole I » IOOC

U— 10136' — ^

o
6
oo

rg

S89 ° 52'w 52734

N0TE: Elevotion refercd to U.S.G.S. datum.

I, Clarence J.Bielak do hereby certify ihot this plot
wos plotted from notes of a field survey mode under my
direct responsibility, supervision ond chocking on
July ?5 . 19 71 . SS ^ '?**

II B-40

Reg i St oi i. d Loru!/ bur vcyor

! WESTERN ENGINT.CHS.IW
CORE HOLE LOCATION

ATLANTIC RICMDELD

A-l I

mo D t . A N f. 0 C 0 in J T v. r n • on

lr.UJJVi.".YLO..c ■» '■ . Of!/... •: i« ■•

GftAUit ju.'.c: l uiIJ, (".ill •. . : ,

i

-

-

CORE HOLE LOCATION
342.0 FT. N.S.L.- 2 2 84.0 FT. V/E.L.
SECTION .17, T 3 S R96W 6 TH.RM.

S 89°52 W

52734

CORE HOLE LOCATION
EL EV 6690.3

2284.0

S6I°54'E 75.0*

■0

Scolo I - ICOO

o
o"

CO
Csl
IT)

o

7L

TIE TO GA

GING ST

(>'

*■ / I it.

. / N02°08l3lW 22390

Gfio ino S \ C 1 ion ~ "

N89°5I W

} 5207.

92

o

CO

ro

NOTE : Elevation rcfcred to U.SG.S. datum

I Clarence J. Biclak do hereby certify that this plot
W0S plotted from notes of a field survey made under my
d.rcct responsibility, supervision ond / chocking on

JuJy„_2^_,»o7.i . .- *y /} Ac? # fl

U roistered Lui.d Surveyor

II 13-41

j WESTERN ENGIKTE^S.I.'.'C

! CORE HOLE LOCATION
ATLANTIC RICHFIELD

A- 12

rio n i. a n r o con j«jf v.^coi <£-

r.LKxVLYl I)./ JO.. Di':.V».N. .Ji'

r.n Afit) jum". i f • "* 1 1 . t"« i/j. <" ! '

t

-

-

CORE HOLE LOCATION
1876.4 FT. N.S.L.— . 2370.0 FT. WE.L.
SECTION 18, T3SR96W 6TH.P.M.

2610.0

CORE] HOLE LOCATION

ELEV. 6785.1

237 0.0

Gaging Sfction

N07°28'W 101.4"

7

Scolc l"> 1000'

0

o
2

N09°53 E

— U)

UOXE- Elevoiion refercd io U.SG.S. dolum.

I, Clarence J. Bielak do hereby cert'ify that ihis plat
wos plotted from notes of a field survey mode under my
direct responsibility, supervision end checking on
July. 25 19 74. /y n :? fi

II B-42

H eg i -..U'rod 1 oi ui ouive,or

| W ESTERN E N G I N V. UV3,\ f ! C
CORE HOLE LOCATION
ATLANTIC RICHFIELD

A-I3

R 10 HI A N C. 0 JC^Uii TV Mf£l£ ? '
DURVE YC ().. .c. J_H . P •' ■ •'■'• : -' . .*. l. ."■
!C>n/i'JO junci ion, col •; «/ '

f

Additional survey information:

SG-18a is 10 feet west of SG-18
SG-lOa is 10 feet west of SG-10
Cb-2b is 32 feet south of Cb-2

►

II B-43

t

-

I

>

>

TABLE II B- 3

Well Completion Data

The following is a list of those wells on which well
completion data has been finalized. A schematic of the
completion data on each well follows in this section.

Aquifer Test Wells Alluvial Wells

AT-1 A-l

AT- la A- 2

AT-lal A-3

AT-lb A-4

AT-lc A- 5

AT-ld A-6

A-7
A-8
A-9
A-10
A-ll
A-12
A-13

Deep Coreholes and Wells Existing Open Corehoies
*SG-6 Cb-1

SG-9 Cb-2

*SG-10 Cb-3

*SG-10a Cb-4

*SG-11

SG-18 (abandoned)

SG-18a

SG-19

Cb-2b (abandoned)

* Also used as outer observation wells for Aquifer Pump Tests

II B-44

Q

*

o

1

* '

"3.1 '

13- 7 f O /57 C£ML/jrtT>ro SvzfAcC

AT-1

• C-b Tract
Section 7, T3S, R96W

Vfo'/r^-g'' 15>?* A&ov£ PutAP

2'^jS cAst^c, Hatjc $? IZIS w/ Bottom ZS7 storrep
I2-'W Hcce to /33o'

' \

II 3-45

C-C-%.

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*

f

5oo -

I00O -

•

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ce^eA/rcv To sw/tFAce.

AT-1A
C-b Tract
Section 7, T3S, R96W

4"

Cimkht IZp By Loo, - //7<9'

/Z5o to t4Z O a*vo /SZ 0 to /5?0

Sf£*Zi Scaj 0, £V 0.t>. %£S146A&£ m /Uuuu/i Q /VV4'

bit-' Hot-e to liZo'

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II B-46

CL.P.

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500

1000 -

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1

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I I I I

}■

7 <2 4>5 <£*tcs*rct> To sa/zf^oL

AT-1A1

C-b Tract
Section 7, T3S, R96W

4 casing sc.t o// Bottom Q /3oo' t*j &o-nroe4 A Jokjt* (3f') ^^-ottcd

S'nfs" H«^ to I ZOO '

II 13-47

(

,

<,

I <r.6t

ft"'/? €> L>0 C£rttH7£b ToSt/X^Ac^.

AT- IB
C-b Tract
Section 7, T3S, R96W

#| STRING. Z'3/s"ElIE To KoZL' Pd^d /£>32>'

^2 STRintn Z-y^'eue to 145 (> '

CCMLNTED 1-22-14 */ 220 SX CLASS "&" »/ 6% 6CL

CEMeXT TOP fr/?6M L.OC - fZZC' U>/ ■STK.tHZeZKS To /ZOO' OAf * I STK/HS

- /23f ' os{ * Z STRIA/S

X

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II B-4 8

u

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r- «v7<f Q lo ceMo/rcv to &uA?rAc£

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I •« »'

- AT-1C
C-b Tract
Section 7, T3S, R96W

*f ST*** 2 3/f " £uc to 1^ ' pan, !<°tf '
*Z st«i*/c. Z-W fcU£ to A52?'
*3 «T*tftf. 2- W'£u£ to 1375'

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AT- ID
C-b Tract
Section 7, T3S, R96W

*fc 5^a;c, Z'S/s"o/L to /VV/'

C^Ancurtzp f-2-71/ t<J /SO .5v tJoWCo L/4tfr +/oAjt &,Ls<w>Te

C£H£fST TOP Ffry* CCi. - * '/ STRl/Jt, ■ 7 97'

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II B-50

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C-b Tract
Section 7, T3S, R96W

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Ob Tract
Section 13, T3S, R97W

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C-b Tract
Section 13, T3S, R97W

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3000 -

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SG-11

C-b Tract
Section 7, T3S, R96W

*/ iW* -ro Z$Zo' P&rt> ZSl3'

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II B-54

C.f.Z

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SG-9
C-b Tract

Section II, T3S, R 97

o-

500-

1000-

1500-

2000

2500-

3000-

#2

r.

#1

o
J o

• . 0

1- ':■ .:

o • ' '

' e
' . ' o

J> ' o .

0* 0 .'

r

8%' ot 65 Cemented to surface

2%" tubing

# I String landed at 2732*
#2 String to 1338'

Cement top q\ 1074*

Perforations:

#1 String 1316' -2324*
#2 String 1054'- 1210'

?V hoie to 1200*

6/4" hole to 2 750' TO

J] B- 55

t

p

e

0-

200-

400-

600-

5

6/4 hole drilled to TD

%)

800-

IOOO-

1200-

1400-

Drill stem lost in hole
Plugged a Abondoned

lTD 1426

SG-18

C-b TRACT

Section 25, T3S, R97W

IEB-56

o

Q

"

r>

*

o-

200-

400-

600-

800-

1*

4" casing to 981 ' Cement surface to 192*
40' slotted (193* to 233')

^6!/4" hole drilled to TD

7"

-d

200 slotted

TD 981

1000-

\

S6-I9

C-b TRACT

Section 5, T3S , R 96 W

o

*

0

*

0-

200-

400-

600-

800-

l[ 4" casing to 981* Cement, surface to 192'
40' slotted 093' to 233')

1

to

<■*

^eV hole drilled to TD

200 slotted

TD 98

I

1000-

SG-19
C-b TRACT

Section 5, T 3S , R 96 W

IB -58

o

< ■

»)

»

0-

200-

400-

600-

600-

1000-

1200-

&

hole drilled to TD

1400-

TD 1280

PLUGGED a ABANDONED

C-b-2b

C-b TRACT
Section 6, T3S, R96W

ILB-59

r

0

0-

500-

1000-

1500-

2000-

^5/2" cosing at 30* cement to surface

23/8" tubing at 2103'

^4%" hole drilled to 2000'
33/4" hole drilled from 2000* to 2106'

Top of cement at 1494

Perforated 1540 to 2079

TD 2106

2500-

C-b-l

C-b TRACT

Seclion I, T3S, R 97 W

HB-60

r

'

0-

200-

400-

600-

800-

1000-

1200-

1400-

^N

^4% hole drilled to 1402

5/2 casing to 34

2% tubing

1 3,»

23/4" hole drilled 1402* to 1480'
;TD 1480'

C-b 2

C-b TRACT
Section 6, T3S, R96W

HB-61

r

C

C

0-

500-

1000-

1500-

2000-

^5/2" casing to 42'

43/4"nole drilled to 1989*

2/e" tubing

33/4" hole drilled 1989' to 2123'

TD 2123

2500-

C-b-3

C-b TRACT
Section 5, T3S, R96W

EB-62

r

•

(

D

o-

200-

400-

600-

800-

1000-

1200-

1400-

J

X

Vj/ '•

5/2" casing to 34

23/8" tubl'n9

J

i

Perforated 1190' to 1324
—Top of cement 1228

23/8" tubing to 1467'

43/4" hole to 1393

3 V hole to 1470'

TD 1470

C-b-4
C-b TRACT

Section 17, T3S, R96W

H.B-63

f

'

'

0

20-

40-

60-

80-

100-

o

b

5

c
Q

■Cement grout at surface

73/8" hole

4 plastic casing

Gravel pack within 2 of surface

-20 slotted

fed"

TD 109

120-

A-l

ALLUVIAL MONITORING WELL

C-b TRACT

SW,SW, Section 25, T2S, R 97 W

SB- 64

'

c

c

0-

20-

40-

60-

80-

K\

[l

>

0'

_<d

Cement grout at surface

■73/8" hole
4 Plastic casing

— Gravel pack to within 2 of surface

-20 slotted
TD 82'

100-

A-2

ALLUVIAL MONITORING WELL

C-b TRACT
NE, NE, Section 35, T2S, R97W

HB-65

I

♦

•

0-

20-

40-

60-

80-

100-

110-

*\_ "/"Cement grout Ql surface

«,

^*-

uA

■73/8" hole

4" plastic casing

— Gravel pack to within 2 of surface

-20 slotted
TD 112'

120-

A-3

ALLUVIAL MONITORING WELL

C-b TRACT
SW,NE, Section 13, T3S, R97W

UB-66

t

■

■

* —

0-

20-

40-

60-

80-

^- Cement groui at surface

73/g hole

4 Plastic pipe

V|— Gravel pack to within 2 of surface

20 slotted

ITD 64

Dry 8 Abandoned

A-4
ALLUVL L MONITORING WELL I

C-b TRACT

SW, NE3 Section 13, T3S, R97W

EB-67

f

(•

e

" 1

i — Cement grout o\ surface

t

20-

3

i

•

•7—

7%" hole !

1

^

— 4" plastic casing

0

40-

/

0

\

&

V

—Gravel pack to within 2 of surface

i

60-

►

•
•

e
-

— 20* slotted

80-

j^ •■

* /

• J

i

V*

'\ TD 86'

/00-

A-5

ALLUVIAL MONITORING WELL

C-b TRACT

SE.NE, Section 36, T2S, R97Y/

JTB-68

'

if

€

D

0

20-

)

40-

60-

uA

Cement grout at surface

-73/8" hole

•4" plastic casing

•Gravel pack to within 2 of surface

20 slotted

TD 60

I

A-6
ALLUVIAL MONITORING WELL

C-b TRACT
SW.SE, Section 31, T2S, R97W

3LB-69

r

f

f

)

)

0-

20-

40-

7T.

^d

-Cement grout at surface

-73/8" hole
4 plastic casing
■Gravel pack to within 2 of surface

■20* slotted

TD 51

60-

A-7

ALLUVIAL MONITORING WELL

C-b TRACT
NW.NW, Section 5, T3S, R 96W

3TB-70

r

(

<

0

20-

40-

60-

.7"

jp~ Cement grout at surface

-7%" hole

4 plastic casing

Gravel pack to within 2* of surface

A

20 slotted

TD 70

80-

A-8
ALLUVIAL MONITORING WELL

C-b TRACT

SE.NE, Section 5, T3S, R 96W

IEB-71

r

f

<

0

20-

40-

60-

Vi

I?-Cement grout at surface

3/ "

7Z>

-1% hole
4 plastic casing

— Gravel pack to within 2 of surface

20 slotted

TD 57

A-9
ALLUVIAL MONITORING WELL

C-b TRACT
NE, SW, Section 9, T3S, R96W

HB-72

r

r

(

0-

20-

40-

60-

<a

^

Cement grout at surface

7h7%" hole
-4 plostic casing

Gravel pack to within 2 of surface

20 slotted

TD 67

80-

A-IO
ALLUVIAL MONITORING WELL

C-b TRACT

SE, NW, Section 16, T3S, R96W

ICB-73

f

(

)

\

°- \

r 7— Cement grout at suface

■

c

20-

<

«

<

>

:_73/8" hole

j

; — 4 plastic casing

■ E

40-

c

0

' -Gravel pack to within 2 of surface
«

V

-s

i

c

<

>•

/
0

0

r-20' slotted

60-

1 >^

0

i

<>'

TD 66'

80-

A-ll

ALLUVIAL MONITORING WELL
C-b TRACT

l

NE, SE, Section 8, T3S, R96W

IB- 74

i

i

0-

20-

40-

60-

80-

S3

17— Cement grout at surface

■ 73/8" hole

4" plastic cosing

T

-d

Gravel pack to within 2 of surface

20 slotted

TD 81

100-

A-12

ALLUVIAL MONITORING WELL

C-b TRACT
SW,SE, Section 17, T 3S, R96W

HB-75

t

i

)

0-

4 plosfic casing
73/8" hole

20-

7~s

c&

"^ Cement grout at surface

Gravel pack to within 2'of surface
5' slotted

TD 14

)

Dry 8 Abandoned

A-13

ALLUVIAL MONITORING WELL

C-b TRACT

NW, SE, Section 18, T 3S, R 96 W

IEB-76

k

c*

H-

P

W

1-3

0)

CO

d-

cn

TABLE II B-k
CALCULATED THANSM] SSIVITY VALUES

**N,

Depth To

— ■ ■ 1 ,. ■ ■ , t_

Transmis-

Transmis-

Bottom of

Drill Stem

Ground

Jet Test

sivity ,

sivity,

Open

Test

Level

Test

Well

Drill Stem

Recovery

Drawdown

Interval

Interval

Elevation

Date

No.

Test No.

(G/D/Ft)

(G/D/Ft)

(Ft)

(Ft)

(Ft)

(1971*)

A.T.-l

JT-1

890

952

6909

6/29

A.T.-la

JT-1

381*

260

960

6909

6/17

JT-2

D266

925

131*1*

6/22

JT-3

11,1*0

850

ll*2l*

6/21.

DST-1

1.1<2

1520-1590

7/18

JT-1*

ll*50

1190

1620

7/1

A.T.-Da]

JT-1

2370

1925

13l*l

6909

7/10

A.T.-lb

JT-1

6h

1*2.5

960

6909

7/17

JT-2

1360

883

131*0

7/18

JT-3

2250

16I1O

11*25

7/19

JT-1*

!i600

3575

1638

7/29

A.T.-lc

JT-1

10l*0

61*0

890

6905

8/13

'

JT-2

21*15

1900

1355

8/15

. JT-3

2365

1830

ll*30

8/16

DST-1

Inc.

1362-1512

8/17

JT-1*

29^0

2370

161*0

8/19

A.T.-ld

JT-1

930

593

960

6903

7/23

JT-2

2090

1750

1355

7/25

JT-3

2060

1610

11*30

7/26

JT-U

2900

1990

161*0

7/29

S.G.-6

JT-1

160

100

910

6888

8/1

JT-2

1880

ii*Uo

1350

8/9

JT-3

21*70

1800

ll*25

8/10

JT-1*

2750

1930 '

15^7

8/12

JT-5

3285

2l*l*2

2220

8/22

S.G.-10

JT-1

190

200

960

6950

6/11

JT-2

2975

2170

1336

6/11+

JT-3

3010-1*1*00

2270

11*16

6/H.

DST-1

9.6

2.1*

11*80-1600

7/19

JT-1*

7300

1*865

2211

6/30

S.G.-lOe

JT-1

3100

2050

1333

6950

7/10

S.G.-ll

JT-1

1000

730

808

6900

7/26

JT-2

880

510

868

7/27

JT-3

5050

3950

1330

8/9

JT-14

1*2 35

3250

1385

8/9

JT-5

2360

1690

ll*90

8/12

JT-6

5625

3750

21*65

8/26

JT-7

6000

1*350

2825

9/1

S.G.-8

JT-1

21*85

1709

600

6538

10/26

JT-2

1*01*0

21*63

971

11/5

JT-3

6025

1*950

1013

11/15

JT-1*

7901*

5597

2117

11/21

JT-5

10,100

7110

2608

11/27

S.G.-9

JT-1

230

178

993

6870

9/30

JT-2

1020

755

1285

10/5

JT-3

131*0

1090

1360

10/5

JT-1*

2890

2125

21*60

10/19

JT-5

2318

1901*

2750

10/23

S*G.-l8

JT-1

779

50

960

7383

10/1

JT-2

1800

l'*00

U*26

10/5

S.G.-l8a

JT-1

963

1330

7383

10/18

S.G.-19

JT-1

7260

1*91*0

1*66

6382

9/20

JT-2

22,000

17,000

930

9/23

JT-3

11,850

9,250

980

9/27

Cfc-2b

JT-1

19.5-336

18.3-206

390

6737

8/26

II B-78

{

»

i

Jetting Tests

Jetting tests have been conducted on a large number of the
wells and coreholes drilled on and adjacent to Tract C-b. (Re-
fer to Table III B-l) During the conducting of such a test water
in the drill stem is blown or jetted to the surface at a uniform
rate with air. After a period of time, two hours in most cases,
the jetting is stopped. Geologists then measure the rise in
water levels (both depth and rate) with an electric well sounder.
The data is then graphed, depths vs. time, and the transmissivity
(a measure of permeability) calculated using the Modified Non-Equil-
brium Method developed by Jacob (1950) . This method is described
in many hydrologic texts, and in U.S. Geological Survey Water Supply
paper 1536-E, "Theory of Aquifer Tests", by Ferris, Knowles , Brown
and Stallman (1962) .

Presented in this section in Table II B-4 are the calculated
drawdown and recovery transmissivity values determined for given
open intervals or zones for those wells tested. Following this
table is an example calculation (Fig. II B-2)of a transmissivity
value determination based upon the actual field data compiled for
corehole SG-11. By using this technique, the transmissivity values
tabulated in Table II B-4 were calculated from the field data,
presented in its raw form following Fig. II B-2.

II B-77

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Depth In Feet Below Measuring Point

►

PUr>/P TJjgST DATA BS-1F.F.T *, WELL MQ..5>& ^'\^>ffr

Top" oT RxroscUt^fe Creek Te^l ^

PUMPED WELL

OBSERVATION WELL

DATE:£i2£b2.4

PeftU • ^SH
STATIC WATER LEVE1 3^0.7

pump((on); (off) at 12=l£LS__ (drawdown')((recovery")}test

i CONDUCTIVITY—-^

WATER TEMP,

SAMPLE TAKENtfYESMNO)

>

MP*M

EASURIK

G POINT Mp!

^JLfT. ABOVE G.L. (GROUND LEVEL}

r CLOC;
TKE

TIME IK
MM.

V w""" LEVEL .xUoS
l~ DEPTH DELOYJ MP

PUW RATC j CLOCK

TIME IN
WIN.

V/ATER LEVEL
DEF'TH BEL3VK MP

yT-

PUMPHATE

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Top of K<xcM€ Creek. & Vbu

pui

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T DATA SiHEET *, WELL NO.

I-A

PUMPED WEL!

nflTp- 6-17-7 V

OBSERVATION WELL

STATIC WATER LEVEL

PUMP (oTT) (OFF) AT .^ :^ ... (DRAWDOWN) (RECOVERY) TEST
WATER TFMP ^ CONDUCTIVITY . ^ SAMPLE TAKEN (YES) (NO)

MP = MEASURING POINT

MP.

FT. ADOVE G.L. (GROUND LEVEL)

CLOCK
Tir-E

MIN.

WATER LEVEL
DEPTH BELOW MP

PUKP RATE

CLOCK
TlfcE

T! ••.'<: W
MIN.

WATER LEVEL
DEPTH IE LOW KP

PUMP RATE

8-915

0

■ — • -- /'\ •
l(?I^O LOV'uC

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DATE:.jWLrL~ 7 V
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CONDUCTIVITY

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OBSERVATION WELL
STATIC V/ATER LEVEL J±2Q_
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PUMP TEST DATA SHfTET ; WELL NO.

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PUMPED WELL
DATE :

OBSERVATION WELL

6 AX 12J V STATIC WATER I FVPl 35R

PUMP (ON) (OFF) AT

• WATER TEMP._~J^ CONDUCTIVITY

MP = MEASURING POINT MP^lZfT. ASO

(DRAWDOWN) (RECOVERY) TEST

SAMPLE TAKEN (YES) (NO)
VE G.L.(GROUND LEVEL)

CLOCK
TIKE

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orpin bCtc; mp

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OBSERVATION V.'ELL

/c'i/vri Car>rn

STATIC WATER LEVEL

PUMP (ON) (OFF) .

(DRAWDOWN) (RECOVERY) TEST

WATER TEMP hQ - CONDUCTIVITY Ho ■ SAMPLE TAKEN (YES) (NO)
MP«= MEASURING POINT MP*7- 5" ft ABOVE G.L. (GROUND LEVEL)

)

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PUMP TE3T DATA BHf-lET ; WIZLL NO.

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PUMPED WELI

date: -1-1-7H

OBSERVATION WELL

STATIC WATER LEVEL

PUMP (ON) (OFF) AT ^ O O'A- (DRAWDOWN) (RECOVERY^ TEST

WATER TEMP._V_ CONDUCTIVITY __A£ SAMPLE TAKEN' (YES) (NO)

C Li

MP= MEASURING POINT MP°' ' FT ABOVE G.L.(GROUND LEVEL)

>

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PUMPED WELI

OBSERVATION WELL

STATIC WATER LEVEL

PUMP (on) (OFF) at 6 -IP (DRAWDOWN) (RECOVERY) TEST
WATER TR'P >/ CONDUCTIVITY Z. SAMPLE TAKEN (YES) @

•

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Top of- fWU<2 CVcefc 6? 760'
pu!^:j test data BMfitiT ; well no..

I-B

PUMPED WELI

OBSERVATION WELL

DATE

STATIC WATER LEVEL

PUf

WATER TEMP.-.

Mp(oih (OFF) AT C'jf1Wl (DRAWDOWN) (RECOVERY) TEST

x/

CONDUCTIVITY

/

SAMPLE TAKEN (YES) (NO

MP* MEASURING POINT MP.?. FT. ABOVE 6.L. (GROUND LEVEL)

C10C<
TWE

TIME II1

WATER LEVEL
DEPTH BELOW MP

PUWP RATE |

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TRIE

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MIN.

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PIJMP TECiT DATA SHEET ; WELL NO.

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PUMPED WELL

l-B

OBSERVATION WELL

DATE :

STATIC WATER LEVEL

PUMP (ON) (OFF) AT 1 I' O O (DRAWDOWN) (RECOVERY) TEST

WATER TEMP. \^L rr>Mnnr.Ti\/lTY V SAMPLE TAKEN (YES) \U0)

MP= MEASURING POINT M.pJ_jLfT. ABOVE G.L.(GROUND LEVEL)

CIOCK
TWE

TIME IN
KIN.

WATER LEVEL
DEPTH BELC V MP

PUfcP RATE

... :

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T!!'£ I'l
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PUMPED WEU L-*=2 , . OBSERVATION WELL

ty-lj-JLf STATIC WATER LEVEL-

DATE

PUMP (ON) (OFF) AT -MQ~ (DRAWDOWN) {RECOVERY) TEST
WATER TEMP.-jZ CONDUCTIVITY _Z SAMPLE TAKEN (YES) QiO)
MP- MEASURING POINT MpIL-FT. ABOVE G.L.KR0U1^D_^

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pump (on) (off) at 5";12

• WATER TEMP. ^ CONDUCTIVITY

MP* MEASURING POINT MP'<\.FT

SAMPLE T£
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TIME

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TIME IN WATER LEVEL
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PUMP TEST DATA SHEET ", WELL NO.

LC

PUMPED WELI

date: 8H3~ l H

OBSERVATION WELL

STATIC WATER LEVEL

PUMP (ON) (OFF) AtJ_£l^12_ (DRAWDOWN) (RECOVERY) TEST
WATER TEMP. ■-■.■>/. CONDUCTIVITY _j/« SAMPLE TAKEN (YES) \
MP« MEASURING POINT MP FT. ABOVE G.L.(GROUND LEVEL)

ClOCK
TIME

TIME IN

MIS'.

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DEPTH BELOW '.:P

PUKP RATE

j CLOCK
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♦

Top o-f Mw»j 2«%e (S l^55'

PUMP TI-3T DATA SHEET ', WELL NO

PUMPED WEI I I ~ (~- - OBSERVATION WELL-

8 '" 1 5 - 1 1 STATIC WATER LEVEI

..

.±c

date:

PUMP (ON) (OFF) AT 20!lL£ (DRAWDOWN) (RECOVERY) TEST

V SAMPLE TAKEN (YES) (

WATER TEMP.

V CONDUCTIVITY.
MP= MEASURING POINT MP FT. ABOVE G.UGROUND LEVEL)

*

CLOCK
TIliE

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DtPTH BELOW MP

PUH? RATE j

CLOCK
TIME

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8a.se of H*e M;^3 Zo.e <© IH3C

PUMP TESTT DATA SHEET '.WELL NO.

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PUMPED V.'ELI

DATEi^lLkl^1"1
PUMP (Or?) (OFF) AT J

OBSERVATION WELL

STATIC WATER LEVEL

5

(DRAWDOWN) (RECOVERY) TEST

WATER TEMi

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MP*fc

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FT

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PUMP T!£ST DATA GMEET ; WELL NO

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i-c

PUMPED VVEU

OBSERVATION WELL

DATE

PUMP (ON) (OFF) AT
WATER TEMP.

STATIC WATER LEVEL

(DRAWDOWN) (RECOVERY) TEST

CONDUCTIVITY— SAMPLE TAKEN (YES) (N

MP = MEASURIK

G POINT MP,

FT. ABOVE G.L.(GROUf

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CLOCK

r time

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WATER TEMP. ^ CONDUCTIVITY </ SAMPLE TAKEN (YES) (no)
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4

CLOCK
TIME

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Top of fhrackote Creek ® %o'

PUMP T£3T DATA GHEET '.WELL MO.

PUMPED WELL

OBSERVATION WELI

DATE" *1"^.^ ""' STATIC WATER LEVEL

PUMP @) (OFF) AT JJLllL- (DRAWDOWN) (RECOVERY) TEST

■ WATER TEMP ^ CONDUCTIVITY vl SAMPLE TAKEN (YES) @)

MP- MEASURING POINT N',P_SirT. ABOVE G.UGROUND LEVEL)

II B-97

%

»

»

puwp t::st data bweiet ; wrr.LL no. J

1-0

PUMPED WELL

OBSERVATION WELL

£>ep1k I3S5 •• miMt Eoof
DATE:J7-7.S-7-q STATIC WATER LEVEL

PUMPKONJ) (OFF) AT 2-3 MO (DRAWDOWN) kREJ^OJ^T)) TEST

— offt>T or. 10

WATER TEMP £ CONDUCTIVITY )£ : SAMPLE TAKEN (YES)^NOT

MP* MEASURING POINT MP _5L FT. ABOVE G.L. (GROUND LEVEL)

i .

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WATER LEVEL
DEPTH EELC'vY MP

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CLOCK
TI!.:E

TIME 11

mm.

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PUMP TF-ST DATA SHEET '. WELL NO.

D

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PUMPED WELI

date:. 71" Uzft

_1 OBSERVATION WELL
STATIC WATER LEVEL —

PUMP (SB) (OFF) AT £S]°£* (DRAWDOWN) (rEO^ TEST

ir^v

WATER TEMP- V-- CONDUCTIVITY—*

/ SAMPLE TAKEN (YES) [NO

MP* MEASURING POINT

WATER LtVEL

o r fMH_brc.y v? I

mpJlIft. above 6.L.(GR0UND LEVEL)

II B-99

,

•

PUMP TE3T DATA SHEET *, WELL NO.

I-D

J

PWfk PUMPED WELL

(

)3SERVATI0N WELL

IC WATER LEVEL -

DRAWDOWN) (RECOV
v/ SAMPI f t;

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PL
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mp«w

date: ' ^ ' STAT
MP (ON) (OFF) AT .. 1 > 1 0 (
rFMP.. ^ CONDUCTIVITY. _ .

'ERY) test

MEN (YES)fw?)

EASURING POINT MP "3 .FT. ABOVE G.L. (GROUND LEVEL)

r

CLOCK
TIME

TIME IN
MM.

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DEPTH BELOW MP

PUKP RATE

CLOCK
11!.' £

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pump Tizrrr data ©meet ; well no. iliLUk

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PUMPED v/F.i I V vr " V- OBSERVATION WELL

DATE : jLUljfy STATIC WATER LEVEL __

PUM P ( ON ) (C 77-} AT / •' 3Q

i ;30

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(DRAWDOWN) (RECOVERY) TEST

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PUMP T~3T DATA SHUuT ; WELL r

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OBSERVATION WELL

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date:JS/

STATIC WATER LEVEL

pump (oio (; t. V) at J2_ii5 (drawdown) (recovery] t est

WATER TEf.lP.-ii. CONDUCTIVITY _J£ SAMPLE TAKEN (^E|) (KOI

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TIME

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Drilling Water Production Data

During the drilling of wells and coreholes on and
adjacent to Tract C-b, records were kept of drilling water
production data. The records included produced water temper-
ature and specific conductivity as well as produced and inject
ed water volumes. Such readings were taken at approximately
30 foot intervals. This data is included in raw form in this
section of the report.

The conductivity, temperature and discharged water volume
per well have been graphed vs. depth - and the graphs included
in this section as Figures III B-2 thru III B-15.

■ 6

Samples of the produced drilling water were also taken
from specificed intervals during drilling and analyzed for
numerous water quality parameters. Results from this program
are presented in the section of the report entitled Drilling
Water Quality.

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Water Production and Conductivity Data Sheets

Measurements of quantity, specific conductivity, and temperature
of discharged water were made and recorded at drill hole intervals
not exceeding 30 feet during drilling operations for each well drilled
by November 30, 1974. The following data sheets are copies of the
field records and serve as the basis for the preceding Figs. II B-3
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