USGS Logo Geological Survey Water-Supply Paper 1475-O
Hydrologic and Geologic Reconnaissance of Pinto Basin Joshua Tree National Monument, Riverside County, California

PHYSIOGRAPHY AND GEOLOGY

GENERAL FEATURES

Pinto basin is a large alluvium-filled desert valley, about 15 miles long and 8 miles wide, bordered by the Pinto Mountains on the west and north, by the Coxcomb Mountains on the east, and by the Eagle Mountains on the south. In the central and major part of the valley floor is a large almost flat area, which is traversed by an eastward-draining sandy wash. The wash discharges through a gap between the Eagle and Coxcomb Mountains into Chuckwalla Valley to the south. This flat area is bordered on the south by the steep north face of the Eagle Mountains. To the west, north, and east, the flat area grades into the extensive alluvial fans and pediment cover that border the Pinto and Coxcomb Mountains.

The altitude of the central part of the flat valley area ranges from about 1,000 feet at the downstream (east) end to about 1,250 feet at the west end. Locally the alluvial fans and pediment cover extend to altitudes of about 1,800 feet. The altitudes of crests of the surrounding mountains are generally about 3,000 feet, and a few peaks in the Coxcomb Mountains (outside the area shown on pl. 28) are more than 4,000 feet in altitude.

Pinto basin is a structural depression formed by downfaulting along the north side of the Eagle Mountains and along the west side of the Coxcomb Mountains. The faulting along the north side of the Eagle Mountains is pronounced and is indicated by a steep eastward-trending scarp. The brecciated fault zone may be observed in the vicinity of the Mystery mine where basalt has been extruded to the surface along the fault zone. The eastern extension of this major fault is concealed beneath the alluvial deposits of the Pinto formation of Scharf (1935), that are deformed into an anticlinal fold where they overlie the extension of the fault. Movement of the fault during the Pleistocene probably caused this folding. The extension of the fault probably lies between wells 1 and 2, as indicated by the discontinuity of water levels between the wells.

Other hydrologic evidence, discussed in the section on ground water, also indicates that these wells are not in direct hydraulic continuity. Water levels for wells are shown in tables 3 and 4.

The major fault along the west side of the Coxcomb Mountains is concealed beneath the alluvial fans that extend into the valley, and the exact position of the fault trace is not known. Faulting along the northeast side of hill 1430 at the outlet of Pinto basin does not constitute a major structure, but its presence adds complexity to the area through which ground water discharges from Pinto basin by subsurface outflow to Chuckwalla Valley.

GEOLOGIC UNITS

In this report the geologic units of Pinto basin are divided into unconsolidated deposits and consolidated rocks. The reconnaissance geologic map (pl. 28) shows the areal distribution of these two groups. The map was prepared primarily to aid the estimating of the ground water storage capacity of the basin.

The unconsolidated deposits of Pinto basin are Quaternary in age and consist of alluvial and lacustrine accumulations of tufa, clay, silt, sand, and gravel that are locally deformed and interbedded with flows of basalt at their base (Pinto formation of Scharf, 1935). In the central and lower parts of the basin the unconsolidated deposits yield nearly all the usable ground water that is pumped.

Tables 1 and 2 include drillers' logs of four wells in the alluvium and the rates at which the alluvium yields water to them as shown by pumping tests. Drillers' tests, in general, indicate maximum specific capacities because they usually are not of long enough duration for the drawdown of water level to become effectively stabilized. The tests (table 2) conducted by the Geological Survey on wells 1 and 9 indicate specific capacities of 18 and 19 gpm (gallons per minute) per ft of drawdown, respectively. These tests probably are more reliable than those recorded for wells 2 and 10. The Geological Survey did not test wells 2 or 10.

TABLE 1.—Drillers' logs of wells

Material Thickness
(ft)
Depth
(ft)

Well 1. Kaiser Steel Corp.

(Drilled for Metropolitan water District by E. E. McSwain and J. F. Barkwill. Cased with 16-in. 8-gage stovepipe casing. Perforated from 390 to 532 ft; 6 bolos to the round, 3/8 by 1-1/4 in., 8 in. apart. Altitude 1,048.1 ft. Data from records of the Metropolitan Water District]

Sand and gravel132132
Cemented rock8140
Fine sand and silt44184
Gravel42226
Cemented rock8234
Sand and gravel40274
Clay and gravel18292
Brown clay54346
"Shot" clay16362
Clay and gravel30392
Gravel34426
Hard clay4430
Gravel114544
Clay3547

Well 2. National Park Service

[Well drilled for Kaiser Steel Corp. by the Freelove Drilling co., Phoenix, Ariz. cased with 532 ft of 16-in. stovepipe casing and 53 ft of 14-in, liner. Perforated from 250 to 520 ft, 8 holes to the round, 1 in. apart. Altitude 1,080.6 ft. Date from files of Kaiser Steel Corp.]

Boulders and sand1818
Sand and gravel3654
Conglomerate46100
Sand30130
Sandy clay20150
Sand and gravel35185
Sand with streaks of clay155340
"Decomposed granite"140480
Sand, gravelly clay with hard ribs of granite95575

Well 9. Kaiser Steel Corp.

[Cable-tool well drilled by Ray Roberts Drilling Co. in April-May 1957; 20-in, casing, perforated with Mills perforator from 449 to 658 ft. Log by James Cahill, driller]

Coarse sand and pea gravel4747
Gravel855
Clay, brown60115
Sand, fine28143
Sand and some gravel48191
Sand, fine53244
"Pack" sand6250
"Caliche"22272
"Sand clay"78350
"Caliche"41391
Clay, hard brown58449
Clay, gravelly72521
Sand and gravel6527
Clay4531
Sand and pea gravel15546
Clay, gravelly45591
Sand and gravel19610
Clay, sandy6616
Sand, gravel, and layers of clay42658
Clay15673
Sand, cemented2675

Well 10. National Park Service. Cottonwood Pass well

[Cable-tool well drilled by Clifford Suffdy in 1958; 12-3/4-in,ceasing from 0 to 232 ft, perforated with Mills perforator from 212 to 228 ft; 10-3/4-in, casing preperforated from 208.75 to 402.75 ft. Data by driller, except as indicated]

Sand, gravel6060
Boulders, clay content55115
Sand, clay content20135
Clay, boulders43178
Clay, pure5183
Boulders, clay, very rough, water showed32215
Boulders, clay16231
Gravel, boulders, clay54285
Soft, probably more water20305
Clay, some gravel98403

TABLE 2.—Summary of pumping-test1

Date Time Pumping rate
(gpm)
Depth to
water (ft)
Drawdown
(ft)
Specific
capacity
(gpm per ft
of drawdowns)
Well 1
May 26, 1933----097--------
----410114----24
Feb. 11, 195612:30 p.m.23303118.64----18
     136:55 a.m.0100.28--------
Well 24
Dec. 4, 19546:50 p.m.0150--------
11:50870170----43
     58:50 a.m.1,075174----46
1:50 p.m.1,480183----45
Well 94
June 20, 19576:00 a.m.----126--------
6:051,2091563040
6:201,2091765024
7:001,2091795323
8:001,2091825622
9:001,2091845821
10:001,2091845821
11:001,2091845821
12:001,2001845821
1:00 p.m.1,2001906419
2:001,2001906419
Well 10
Nov. 21, 19588:00 a.m.----171--------
2:30 p.m.40------------
Dec. 1--------171--------
-----45256850.5
NOTE.—Specific capacity is the yield of the well in gallons per minute per foot of drawdown of the water level below the static or nonpumping level.

1Sources of data: well 1, Metropolitan Water District; well 2, Kaiser Steel Corp.; well 9, U.S. Geol. Survey; well 10, Clifford Suffdy, driller.

2Rate determined from metered discharge.

3Well being pumped at least 6 hour

4Depth-to-water measurements are by air line from an unspecified measuring point. These measurements are comparable with each other but not with measurements made by a steel tape or electric sounder from a specified measuring point.

The consolidated rocks of Pinto basin are pre-Tertiary and may range in age from Paleozoic to Mesozoic. The rocks that form the Coxcomb Mountains are predominantly granitic and are chiefly Jurassic in age or older (Jenkins, 1938). The rocks of the Pinto and Eagle Mountains are igneous, metaigneous, and metasedimentary rocks that are pre-Cretaceous in age (Jenkins, 1938). Locally the older consolidated rocks are intruded by younger volcanic rocks, but they are undifferentiated on plate 28.

None of the consolidated rocks bear significant quantities of ground water, although small amounts of water may percolate through joint system and other fractures. These rocks underlie the alluvium at depth and crop out to form the hills and mountains around the main valley. They receive most of the precipitation within the drainage area. Runoff from this marginal and mountain area flows onto the alluvial fans and contributes most of the recharge to the ground-water body. The structural basin, which is filled with the alluvium that contains the main ground-water body of the valley, is formed by consolidated rocks of the basement complex.



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