HomeMy WebLinkAboutTract Map 9833 Geological Evaluation (Nov.30,1988)
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Associates
Schaefer Dixon
SChaefer J [:"'0'1
ElliS J Jones
Robe'! J L\"n
Paul Davis
Jam,;>s J V\'_'dve:
JOIH~ J Bute>IO
Josenh r !\10:11JgrJ
Johr> H Foster
Bernard J lJRL.t=
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Rchard 6 F" G'.!I-
8R4332B
William) ~,\)"al'al'
E J ParrIS~'
November 30, 1988
Mr. Dean Allen
c/o Johnson & Johnson, Inc.
29400 Rancho California Road
P.O. Box 1027
Rancho California, California 92390
Subject:
Geological Evaluation
Santiago Estates - Portion of Tract No. 9833
Rancho California, California
Dear Mr. Allen:
Schaefer Dixon Associates (SDA) is pleased to submi; this Geological Evaluation report in accordalice
with our proposal dated May 16, 1988, as amend eel October 24, 1988. The southwesterly portion
of the subject property is included in a State of California Special Studies Zone for fault hazards,
.:od portions of the tract have exhibited landsliding. Accordingly, the purpose of this study was
to: 1) evaluate the potential for active (Holocene) faulting within the Special Studies Zone; 2)
recommend structure setbacks from Holocene-age faults, if necessary; and, 3) evaluate the site for
evidence of existing or potential landslides. The stability of the former Jedediah Smith Road
landslide area is evalu1ted.
1.0 SCOPE OF STUDY
The scope of this work included the following activities:
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Field reconnaissance mapping,
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Review of previous geotechnical reports of the subject parcel and adjacent lands,
Interpretation of sterographic aerial photographs,
Excavation of five backhoe trenches totalling 1,304 lineal feet, and trench logging at
a scale of either one inch equals five or ten feet, and
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8R4332B
November 30, 1988
o Preparation of this report.
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Geologic data have been plotted on 100 and 50-scale topographic maps provided by Shaller and
Lohr Associates, Inc. (Plates 3 and 4) and an 800-scale topographic map provided by Kacor (Plate
2). All plates are attached.
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2.0 SITE DESCRIPTION AND GEOLOGIC CONDITIONS
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The subject property forms an irregularly-shaped parcel bounded by Santiago Road. on the north,
Margarita Road on the east, custom homes and unimproved lots on the south, and developed Tract
3646 on the west (Plates I and 2). The land generally consists of steeply to gently sloping grass
and cactus-covered hillsides with adjacent tributary drainage directing sheet flow to the
northeast-southwest trending alluvial trough that drains into Temecula Creek to the south (Plate
p.
Several roads and building pads are currently being rough graded within the parcel. At least three
homes are presently being constructed, and several others are nearly complete or occupied.
Post-construction improvements include two northeast trending aqueducts of the Metropolitan (San
Diego) Water District and associated easements (unimproved roads and concrete structures), and
cut slopes along Jedediah Smith Road. The southeast corner of the project is nearly complete,
with occupied homes. Other portions of the site contain trash, concrete rubble and construction
debris.
The higher elevations within the property are underlain by Pleistocene-age Pauba Formation
sandstone, siltstone and mudstone. Slopewash, alluvial and colluvial deposits are present within
the intervening low-lying slopes and drainages. The mapped limits of these units are shown on
Plate 4. Their characteristics are described on the logs of trenches, Figures la through 5b. The
Alquist-Priolo Special Studies Zone encroaches some 200 to about 850 feet into the southwestern
side of the parcel (Plate 2). The Holocene-age Wildomar fault (zone), consisting of several subparallel
fault traces, has been delineated within the Alquist-Priolo Zone in the site vicinity in previous
investigations (Kennedy, 1977; Pioneer Consultants, 1979 and 1980; Osborn and Evans, 1980).
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3.0 PROPOSED DEVELOPMENT
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Road construction and property grading is currently ongoing. After road construction is complete,
we understand the subject property is planned for custom one- and two-story homes on individual
lots, with associated driveways and landscaping. Although no grading plan of the entire project
was made available for this study, we understand that the hilly terrain will likely be excavated
and placed as compacted fill in the intervening, moderately-sloping and low-lying areas.
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Associates
Schaefer Dixon
[2]
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REFERENCES: CALIFORNA SPECIAL STUDIES ZOIll MAPS,
PECHANQA AND TEMECUl.A. QUADRANGLES
(EFFECTIVE 18801;
KENNEDY,M.P. (18771
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November 30, 1988
4.0 FAULT INVESTIGATION
4.1 Previous Investigations
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The Wildomar fault zone was delineated through the site by Kennedy (1977), based largely on
previous reports and strong geomorphic expression. Subsequently, individual fault traces within
the zone were exposed in trenches by Pioneer Consultants (1977 and 1980) and Osborn and Evans
(J 980) in nearby areas, offsite. The location of trenching studies performed during previous
investigations are shown on Plate 2.
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4.2 General Approach of this Study
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An evaluation of Holocene-age (active) faulting within the Alquist-Priolo Special Studies Zone
was performed for this study based on: (1) identification of aerial-photographic lineaments, and
(2) trenching across portions of the Alquist-Priolo Special Studies Zone not previously investigated.
In addition, pertinent previous geotechnical studies on adjacent areas were reviewed and their
results considered. The results of our studies are discussed in the following sections.
4.3 Photolineaments
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Several photolineaments, designated L-l through L- 7, extend through or are contained within the
site as depicted on Plate 2. Photo lineament L-1, crosses the southwestern portion of the site. It
is weB-expressed geomorphically by a linear series of continuous breaks in slope (faceted spurs)
which separate the low-lying hills within the subject property from the Temecula Valley to the
southwest. A second, discontinuous lineament (L-2), crosses the extreme southwest boundary of
the site and coincides with an alignment of a deflected drainage and a subtle break-in-slope adjacent
to an elongate "peanut-shaped" hill located just outside the subject parcel. Photolineaments L-I
and L-2 coincide with traces of the active Wildomar fault.
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Photo lineaments L-3, L-4 and L-5 are relatively short, discontinuous features formed by an apparent
alignment of topographic low points or "saddles" alon.g ridgelines and aligned drainages. These
lineaments were reported by Kennedy (1977). Photolineament L-6 occurs in the northern third
of the project area and is defined by a series of aligned drainages and hilltop saddles. Lineament
L-7 is a relatively diffuse and short feature defined by vegetation tonal changes.
Photolineamenls L-3 through L-7 were field checked during geologic reconnaissance. Geologic
reconnaissance indicates these features, such as topographic saddles, are apparently not fault-related,
but rather a result of differential weathering within Pauba Formation sediments. A similar ridgeline
saddle, excavated by Trench TR-5, was shown to be the result of differential weathering of soft,
friable sandstone, which formed the saddle, rather than faulting.
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Schaefer Dixon
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November 30, 1988
4.4 Exploratory Trenching
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Five backhoe trenches, totalling 1,304 lineal feet of trench, were placed at nearly right angles to
the known structural trend of the Wildomar fault, across the Alquist Priolo Special Studies Zone
(see Plate 4). Trench locations were somewhat constrained by the San Diego MWD Aqueduct
easement along the west wide of the subject property.
Trenches TR-l and TR-2 extend from the northeast boundary of the Alquist Priolo Zone, southward
and, to about 100 feet beyond Kennedy's main Wildomar fault trace. These trenches are offset
and overlap about 100 feet. Trench TR-3 was excavated along the bank of an existing drainage
channel, near the main Wildomar fault trace. Trench TR-4 was an existing utility line excavation
along Jedediah Smith Road. Trench TR-5 was situated along a ridge line saddle at the southerly
project area in order to (I) explain the presence of the topographic saddle and (2) delineate the
setback boundary at this southeast portion of the fault zone. No excavations were made at the
extreme southerly portion of the site, where no residential development is planned.
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4.5 Results of Trenching
4.5.1 Trench StratiQranhv
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Trenches TR-I through TR-5 exposed the Pauba Formation of Pleistocene age (Qps),
colluvium (Qcol),\slopewash (Qsw) and several overlying soil horizons, judged to range in
age from late Pleistocene to Holocene. The soil units were subdivided into an A horizon
and several B horizons (cumulic Bt and calcic Btk horizons). Stratigraphic relationships
were best exposed in trenches TR-I and TR-2. A general description of the logged units
and their estimated relative ages is given below, in order of youngest to oldest.
A relatively well-developed two- to four-feet thick A horizon was exposed immediately
below the existing ground surface along the low-lying areas of Trenches TR-I and TR-2.
This silty sand horizon represents the latest (modern) soil horizon, developed during the
late Holocene.
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Several well-developed B horizon soil units were exposed along trenches TR-I and TR-2,
below the A horizon. A moderately well-developed cumulic Bt horizon is present in
Trench TR-I between Stations 0+30 to 1+75, and at both ends of Trench TR-2 (see Trench
Logs, Figures 1a through 2d). This unit generally consists of dense silty sand, with abundant
clay coatings and films, increasing in clay content with depth. It was deposited by
incremental, cumulic thickening of fine-grained slopewash soils. The basal portions of
this cumulic horizon are likely early Holocene in age, based on relative soil profile
development and geomorphic position.
Associates
Schaefer Dixon
[4]
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November 30, 1988
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A well-developed argillic Bt horizon, characterized by strong, medium to coarse angular
blocky structure, is present within TR-2 between Stations 0+85 and 1+65 (Figure 2b). This"
horizon contains a well-developed calcic horizon (Btk horizon, calcium carbonate Stage II
to III development). The carbonate is likely to be at least partially pedogenic in origin,
and may in part have been precipitated in association with an ancient groundwater table.
This well-developed Bt horizon with Stage III carbonates (TR-2, Stations 100 to 147) is
certainly pre-Holocene in age, judged on the basis of soil profile development. Faults
were not observed in the B horizons or in the parent materials in which they formed.
The Bt horizon units in TR-I and TR-2 are generally underlain by coarse-grained colluvium
(Qcol), with alluvial subunits. The colluvium locally contains well-developed carbonates
(carbonate stage III development). This coarse, gravel and cobble-rich basal colluvium
predates the Bt horizons, and is possibly 12,000 to 15,000 years old, or older. This unit
has apparently been re-worked in places, such as along the TR-2 between Stations 1+65
to 2+10, where it has been designated as slopewash (Qsw), of undetermined age. The
coarse colluvial deposits rest on a highly-irregular, eroded contact with the Pauba Formation.
The basal colluvium was evidently deposited almost immediately after a period of deep
bedrock scouring, during the pre-Holocene. No faults were observed in this colluvial unit.
The Pleistocene-age Pauba Formation sediments (Qps) consist mainly of interbedded
sandstone, silty sandstone, siltstone and some claystone, in decreasing order of abundance.
These materials were generally found to be medium dense to dense, friable, and thinly to
thickly bedded. Fractures and fault displacements increase in abundance to the south
(with proximity to the reported trace of the Wildoffiar fault by Kennedy. 1977).
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4.5.2 Faulting
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The published trace of the Wildomar fault of Kennedy (1977) extends across the southwest
portion of the site, coincident with photolineament L-I and through the exploratory
trenches of nearby, offsite investigations (see Plate 2). This fault alignment was crossed
by our Trench TR-2, and is close to TR-I and TR-3 (see Plate 4).
Faulting exposed in the trenches was observed to occur only within the Pleistocene-age
Pauba Formation. Fault traces generally trend between N30 and N65 degrees west, with
steep, near-vertical to vertical dips. Faults also increase in abundance (fault spacing
decreases), closer to the Kennedy fault trace. Where our trenches intersected the main
reported Wildomar fault zone (see Plate 4), the Pauba Formation beds were vertically
oriented, with numerous, closely-spaced shears and large displacements (TR-2, TR-3;
Figure 2b, 2c and 3). The faults in each trench are discussed below.
Faults in Trench TR-l - Faults in TR-I generally occur at approximately eight to 12-feet
spacing, or more. Pauba beds dip uniformly to the southwest, with little disruption or
steepening, except at the extreme southwest end of the trench, where numerous,
closely-spaced shears and disrupted Pau\)a strata occur (Station 2+65 to 2+90; Figure Ie).
Faults in Pauba strata are overlain by demonstrably unfaulted pre-Holocene age soils and
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Schaefer Dixon
[5]
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November 30, 1988
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colluvium between Station 0+20 and 2+30 (see Figures la, Ib and Ic). Faults beyond
Station 2+30 project southeastward to TR-2, where unbroken pre-Holocene units cap the
Pauba-age displacements.
Faults in Trench TR-2 - Faults in TR-2 increase in abundance and the Pauba strata steepen
to the southwest, in proximity to the main trace of the Wildomar fault (see Figures 2a, 2b
and 2c). Pauba strata are vertical along the southwest end of the trench, from Station
1+30, southward. Where the Pauba beds are faulted along the northerly section of TR-2,
between about Station 0+20 and 1+50, the upward-projection of the faults are capped by
unfaulted soil horizons or colluvium judged to be pre-Holocene in age (see Section 4.5.1).
However, where faulted vertical Pauba beds occur between Stations 1+50 and about 2+20,
no pre-Holocene units are present, and hence the relative age of latest faulting cannot be
determined.
Faults in Trench TR-3 - Trench TR-3 exposed steeply-dipping to vertical, faulted Pauba
strata, in apparent fault contact with slope wash deposits at Station 0-5 (Figure 3). The
closeness of fault spacing, faulted Holocene slopewash, numerous shears, slickensides, and
vertical upturned beds, strongly imply that this represents a major zone of faulting --
possibly the main trace of the Wildomar fault. The southerly boundary of faulting is
apparently beyond the extent of trenching.
Faults in Trench TR-4 - The southwestern portion of TR-4, from Station 19+00 to 21+10,
exposed only man-made fill and relatively modern slopewash deposits (see Figure 4). No
age-of-latest-faulting assessment could be made in these young units. Northeastward from
Station 21+10, the trench exposed uniformly-dipping, relatively undisrupted Pauba strata.
A minor fault at Station 22+00 shows less than about one foot of displacement, and no
disruption of strata orientation. If Holocene age faults are present, they evidently occur
southwest of Station 21+10.
Faults in Trench TR-5 - Pauba strata in TR-5 dip northeastward, similar to those in TR-4
(Plate 4). Faults occur at closer spacing in Pauba strata at the southwest end of the trench,
where a six-feet wide zone of shears was observed at Station 1+20 (Figure 5b). no
pre-Holocene age strata cap the Pauba faults along this trench. The relative age of
displacements within this zone, therefore, cannot be evaluated. The proximity of this
fault zone at Station 1+20 to the reported trace of the Wildomar fault, and the absence of
dateable overlying units, opens the possibility that it may be an active (Holocene) feature.
The geomorphic saddle along which TR-5 was excavated apparently developed as a result
of differential erosion of relatively less resistant friable sandstones, such as the bed at
Stations 0+80 to I +00, rather than caused by faulting.
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4.5.3 Age of Faulting
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Three basic fault-stratigraphic relationships were observed in the trenches:
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S h f D. Associates
c ae er Ixon
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1)
Unfaulted Pleistocene-age Pauba strata, or Pauba strata with measureable offsets
of a few feet of less (judged to be minor intra-Pauba Pleistocene displacements
not associated with the present active Wildomar fault zone),
Faults in Pauba Formation beds capped with unbroken pre-Holocene age deposits
and/or soil units (indicative of pre-Holocene age faulting), and,
Faults in Pauba strata with unknown amounts of displacements and with no overlying
dateable units (these may have been active during the Holocene, with no evidence
to the contrary).
2)
3)
It is apparent that faulting has occurred in pre-Holocene time [conditions (I) and (2) above]
that is unrelated with the present tectonic stress regime, and is therefore not part of the
active Wildomar fault zone. However, faulted Pauba age strata with no Quaternary age
capping unit [condition (3) above] suggests possible Holocene activity. Where this
relationship occurs in association with other geologic conditions in proximity to the reported
trace of the Wildomar fault zone, it points to active Holocene faulting. Specifically, the
rationale used to judge active (Holocene age) faulting in trenches at the site was based on
the following conditions:
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Faulted Pauba strata with no dateable capping units,
An increase of faulting, at closer spacing, with shears and clayey gouge,
Steepening Pauba beds, to vertical, within a short distance,
Alignment with active faults in trenches by others on adjacent properties, and,
Alignment with the reported Wildomar fault zone and associated strong geomorphic
expression and photolineament L-I.
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These conditions indicative of Holocene age faulting were encountered in Trench TR-2,
from Station 1+70 southeastward, to the end of the trench (see Figures 2b, 2c and 2d); all
of Trench TR-3 (Figure 3), and in Trench TR-5 southwest of Station 1+15 (Figure 5b).
4.5.4 Rationale for Recommended Fault Setback Zone Boundary
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Active Holocene age faulting may have occurred in the southwesterly portions of Trenches
TR-2 and TR-5, and at any point within Trench TR-3, based on the geologic relationships
discussed in Section 4.5.3, above. We recommend including such faults within these
trenches in a Fault Setback Zone (see Plate 4).
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Associates
Schaefer Dixon
[7]
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November 30, 1988
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In Trench TR-2, the northeastern boundary of this setback zone has been established
beyond these faults at Station 1+70, to Station 1+30; a 40-feet wide zone which incorporates
faulted Pauba strata that are near-vertical, and relatively thin overlying Quaternary units.
Beyond this boundary northeast of Station I +30, faults are less numerous, strata dip
uniformly to the northeast, and faults are capped by continuous, pre-Holocene units.
In Trench TR-5, the northeastern boundary of the restricted use zone incorporates a fault
zone at Station 1+20 and an adjacent 30-feet wide area of scattered minor faults and
fractures. Northeast of Station 0+85, Pauba strata dip uniformly to the northeast, with
no observed major faulting. The recommended setback zone of 30 feet from the fault
zone at Station 1+20 incorporates minor breaks where secondary movements could occur,
although unlikely.
All of Trench TR-3 exposed steeply-dipping to vertical Pauba strata with numerous fault
shears and gouge, with no dateable Quaternary-age capping units. The northeast end .of
this trench is probably within a zone of most recent reoccurring fault activity, based in
part on the faulted slopewash-Pauba contact. The setback zone includes all of this trench.
The northeast boundary of the setback zone angles at Jedediah Smith Road to accommodate
the absence of Holocene age faulting in the northeast portions of TR-2 and TR-5 (see
Plate 4). The faulting exposed in the southwest part of Trench TR-I can be projected
some 100 feet into Trench TR-2, where continuous, pre-Holocene age units lie unbroken
over Pauba faults. The faults in TR-1 are thus jUdged to be pre-Holocene, and the setback
boundary was set at the end of the trench.
The southwestern boundary of the Recommended Fault Setback Zone includes all of the
subject property beyond Trench TR-3 (Plate 4). Portions of this area may not contain
Holocene age faults, but was not trenched and has been restricted pending future inves-
tigation.
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5.0 SITE SEISMICITY
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5.1 Maximum Credible Ground Motions at the Site
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Earthquakes that may occur on the Newport-Inglewood, San Andreas, San Jacinto and Whittier-
Elsinore (Wildomar) faults are capable of generating very strong ground shaking at the site. Several
peak ground motions that might be generated by maximum credible fault ruptures closest to the
site have been calculated and are summarized in Table 1. More probable (design) events would
cause lower levels of ground shaking at the site.
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Schaefer Dixon
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November 30, 1988
TABLE.] ESTIMATED MAXIMUM CREDIBLE EARTHQUAKES AND
GROUND MOTION PARAMETERS AT THE SITE
PEAK
, MINIMUM HORIZONTAL AVERAGE
SITED MAXIMUM GROUND RECURRENCE
DISTANCE CREDIBLE ACCELERATION" INTERV AL
FAULT (km) MAGNITUDE' (g) (YEARS)
Newport-lnglewood 40 6.9 0.10 1650
San Andreas 60 7.5 0.09 170
San Jacinto 35 7.1 0.15 128
Whittier-Elsinore <I 7.1 0.70 553
(Wildomar)
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From Wesnousky (1986) and others
Attenuation of Acceleration from Joyner and Boore (1981)
Maximum credible events typically have a very low probability of occurrence during the useful
service life of most construction. For example, a magnitude 7.1 earthquake on the Whittier-Elsinore
fault has a calculated probability of exceedance of about 18 percent in 100 years.
5.2 Probable Ground Motions at the Site
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Several peak ground motions that might be exceeded once during an average tOO-year time period
at the site have been estimated and are summarized in Table 2. The corresponding probabilities
of exceedance are approximately 63 percent during an average 100-yer period (or 39 percent during
50 years).
Associates
Schaefer Dixon
[9]
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TABLE 2 ESTIMATED 100-YEAR PROBABLE EARTHQUAKES AND
GROUND MOTION PARAMETERS AT THE SITE
PEAK
MINIMUM HORIZONTAL
SITE 100- YEAR GROUND
DISTANCE PROBABLE ACCELERATION
FAULT (km) MAGNITUDE (g)
Newport- Inglewood 40 6.9 0.]0
San Andreas 60 7.5 0.09
San Jacinto 35 7.1 0.15
Whittier- Elsinore <I 6.0 0.35
(Wildomar)
6.0 LANDSLIDES
6.1 Jedediah Smith Road Grading
Cut slopes along a portion of Jedediah Smith Road (Station 23-26) have been graded where a
landslide had previously been recognized (Plate 3). The former landslide has evidently been removed
by grading. Continued minor slump-style movement was observed in the northwest section of the
lower cutslope. Surface water from an upslope Metropolitan Water District easement road currently
channels water into the cut area, and evidently contributed to surficial slumping. Concentrated
drainage should be controlled away from the cut slope area. The approximate location of the slump
failure is shown on Plate 3.
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6.2 Other Landslides
The remainder of the site was also studied for landslides using aerial photograph analysis and
reconnaissance mapping. Areas exhibiting evidence of landsliding are presented on Plate 2. These
slide areas are possibly related to out-of -slope bedrock conditions and/or concentrated surface
water flow. They should be investigated in mOre detail when tentative grading plans are available
for the site.
Associates
Schaefer Dixon
[10]
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>- JEDEDIAH SMITH ROAD
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z SCAlE DESIGN SECTION
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I c:2 NOTE: BASE MAP FROM SHALLER ANO LOHR. STA. 22+55-STA. 26+19
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November 30, 1988
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7.0 SUMMARY OF CONCLUSIONS
In summation, the following conclusions are presented based on our scope of investigation.
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(I) Photolineaments L-l and L-2 are distinct, throughgoing linear features that coincide
with traces of the Wildomar fault zone. Photolineament L-3 through 1-7 are relatively
weak and discontinuous, and are believed to reflect differential erosion of Pauba
Formation units, unrelated to faulting.
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(2) The Wildomar fault (zone) extends northwest-southeast across the southerly portion of
the site. Possible Holocene-age displacements within this fault zone are indicated by:
I) a wide zone of extremely deformed, sheared, near-vertical Pauba Formation beds;
2) proximity to strong, continuous photolineaments; 3) the absence of potentially-
dateable Quaternary deposits overlying the faults; 4) an alignment with active faults
observed in trenches by other investigators on adjacent properties; and 5) proximity
to the main trace of the Wildomar fault based on strong geomorphic expression. These
conditions indicative of Holocene activity were observed in the southwestern portions
of Trenches TR-2 and TR-5, and in all of TR-3. Conversely, the Pleistocene age
Pauba Formation, at a distance of at least 50 to 100 feet northeast of the main trace
of the Wildomar fault, was observed to contain relatively few displacements, was
uniformly shallowly dipping, and was capped by continuous, unbroken pre-Holocene
age deposits and soil horizons. These demonstrably pre-Holocene age faults are believed
to be nonreoccurring features representing a previous tectonic stress regime.
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(3) Secondary seismic hazards that also should be considered for this project include seismic
settlement, differential compaction, landsliding, earthquake-induced flooding, tsu-
namis, seiches and potential for sympathetic fault movement. Each is addressed below.
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Potential for lateral snreadinl! (lurchinl!) seismic settlementc; and differential c()mn~ction
of natural soils - is considered very low based on relatively dense bedrock and surficial
units near the ground surface.
Potential for lanrlslirline - is considered to be relatively low, localized in areas where
bedding is undercut or surface water is concentrated. Areas have been delineated that
show evidence of past or potential sliding (Plate 2). These and possibly others should
be studied in more detail with respect to future planned developments.
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Potential for earthouake induced f1oodinl! tsunamis and seiches - can be precluded,
as no upstream dams or other nearby bodies of water are present which eQuid form
potential hazards to the site.
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Associates
Schaefer Dixon
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8R4332B
November 30, 1988
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Potential for svmoathetic fault movement - on the zone of faults encountered in the
trenches, as a result of a seismic event on the nearby Wildomar fault, is considered to
be low. No evidence was observed in the trenches of previous (paleoseismic),
sympathetic offsets which may postdate the original displacements.
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Formulation of specific foundation or grading recommendations for the site was not a part of this
study. Additional investigation and engineering analysis should be performed at such time as
grading plan and/or specific building locations are known.
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8.0 RECOMMENDATIONS
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We recommend that no habitable structures be placed along the trace of the active Wildomar fault
zone. A setback zone consistent with State Alquist-Priolo Special Studies Zones Act provisions
has been established which incorporates the through-going fault traces, subparallel offshoot splinter
faults, shears and disrupted zones. The recommended building restriction zone is depicted on Plate
4 by shading. The zone extends to the southwest and includes areas which may be buildable, but
should be based on additional studies.
The exploratory trench locations should be surveyed by a licensed surveyor and documented so
that future developments can consider these undocumented fills in design and construction.
Alternatively, they should be backfilled under engineering control.
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9.0 CLOSURE
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The investigation was performed largely by Steve Suitt, Project Geologist, under the supervision
of Paul Davis, Principal Geologist. Johnson and Johnson was very helpful in providing logistical
support. We especially appreciate the technical expertise, guidance and helpful suggestions provided
throughout the study by Dr. Roy J. Shlemon.
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Associates
Schaefer Dixon
[Ie]
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8R4332B
November 30, 1988
If you have any questions regarding this report, please do not hesitate to contact either of the
undersigned.
Respectfully submitted,
SCHAEFER DIXON ASSOCIATES, INC.
Paul Davis
Principal Geologist
CEG #320
Steve C. Suitt
Project Geologist
SCS:PD:kb/RI
Distribution:
(2) Addressee
(J) Roy J. Shlemon, Ph.D.
(6) Riverside County Planning Department
Attention: Mr. Steve Kupferman
S h f . Associates
c ae et Dixon
[13]
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8R4332B
November 30, 1988
REFERENCES
1. California Division of Mines and Geology, 1980, Special Studies Zones Maps, Pechanga and
Temecula Quadrangles, California, Scale 1:24,000.
2. Hart, E.W., 1985 Fault-Rupture Hazard Zones in California, California Division of Mines
and Geology, Special Publication 42 (Revised).
3. Joyner, W.B., and Boore, D.M., 1981, "Peak Horizontal Acceleration and Velocity From
Strong-Motion Records Including Earthquake," Bull. Seis. Soc. Amer., 71:6, December, pp
2011-2038.
4. Kennedy, Michael P., 1977, Recency and Character of Faulting Along the Elsinore Fault
Zone in Southern Riverside County, California: California Division of Mines and Geology,
Special Report 131, J 2p.
5. Osborn and Evans, 1980, Fault Location Study, Rancho California Area, Riverside County
Geologic Report 194 (Consultants report).
6. Pioneer Consultants, July 23, 1979, Fault Location Study, 50-Acre Parcel, Rancho California
Area, Riverside County, California, Consultants report.
7. Pioneer Consultants, 1980, Geotechnical Investigation, A Portion of the Wildomar Fault Zone,
Rancho California Area, Riverside County dated June 13; prepared for Kacor Realty, Rancho
California Division (Job No. 1208-156 and 159), Consultants report.
8. Wesnousky, S.G., 1986, Earthquakes, Quaternary Faults, and Seismic Hazard in California,
Journal of Geophysical Rsh., Vol. 91, No. BI2, pp. 12587-12631.
STEREOGRAPHIC AERIAL PHOTOGRAPHS REVIEWED
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DATE FLOWN J.D. NUMBER PHOTO SCALE
NUMBER
1/30/62 24244 3-405,406 I : 24,000
6/20/74 (Riv. tp F.C.) 1033, 1034, 1035, I : 24,000 (:t)
1036
S h f . Associates
c ae er Dixon
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