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PROJECT: Tract No, 28553
PROJKCT LOCATION: Temecula, California
ENCLOSURE NO.: 2
OATE OF TESTS: 11/24/97
FILE NUNBER : S-8976
TEST PIT NUNBKR : 1
RKPORT NO,: 5144
.
Klows :Driving: Ory , Hoist. : ReI. , F
, ,
Per :Knergy :Density:Content: Camp, , e
,
Foot :Ht/ft: PCF , X , I , e
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, , , I , t Visual Classification
, , , , ,
, , , , , IS8] Brown silty fine to coarse sand with clay, moist and loose,
, , , , , :-::
, , , I , Concrete slahs, pipes and steel cable iO upper foot. FILL
, , , , , .':
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........._H......................__._.H......................................................&... .....-......... ..
'.
.
.
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Enclosure 2, Page 1
Rpt. No.: 5266
File No.: 8-8976
\~ .5
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 11/24/91
FILE NUNBER : S-8916
TEST PIT HUNBER : 2
REPORT NO,: 5144
.
Blows
Per
Foot
:Driving: Dry: Koist.:
:Rnergy :Density:Content:
:Ht/ft: PCF : X :
I I I I
I I J I
Rel.
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F
e
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.
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I I I I I
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f I I I I
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I I I I I
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: : : :: -:. -:. -: Total Depth at 3.0 Feet
, , , I I 3 ::: ::: :: No Free Groundwater Encountered
.::~~~~~:=~~::::~::~~:==::.:::~:~::::~:::~::~=::::~:=::~::::=:::=:~_...._......_-"....,...".....~~~~~~..__.._....._...._-_.............,...........................".......-.....................-....-...............
ISN] Light brown silty fine to
concrete fragments, FILL
Visual Classification
,...........,........,................................ .................................."...
coarse sand witb corral pipes and
. ............_....B;o.;.iiH.HsiI't'inHfTii.;...'to.Hc.oa.r;.~..H.~..~'nd',
GROUND
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noist and dense, ORIG[NAL
.
2
.
.
.
.
.
.
.
Enclosure 2, Page 2
Rpt. No.: 5266
File No,: 8-8976
7P
j.
PROJECT: Tract No, 28553
PROJECT LOCATION; Tellecula, California
ENCLOSURE NO, : 2
DATE OF TESTS: 11/24/91
. Blows :Driving: Dry , Noist. , Rel. P
, ,
Per : Energy :Density:Content: Comp, e
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PILE NUNBER : S-8916
TEST PIT NUNBER : 3
REPORT NO,: 5144
Visual Classification
J Nanure, ,oist
TOHn-;-;i:b;~;nsTity'-~Tay-.rthii-anure-Tnte;beifs;'daiip:.-iili-L-------.--..--
TSKnro~~'siTt'; fine .t~coarsesan;i:'iiRIGiNALiiROiiiiD----------------
Tota! Depth at 6,0 Peet
No Pree Ground.ater Encountered
"'M..M._~"_...M.M..........,...'......H_.....H...._.H........H.H.....'................H........_..._...._..........._...__....._........._H.......H._............,,___.._____
Enclosure 2, Page 3
Rpt. No.: 5266
File No.: 8-8976
Z,\
.
PROJECT: Tract No. 28553
PROJECT LOCATION: Tenecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 11/24/9?
.
FILE NUEBEE : S-8916
TEST PIT NUEBER : 4
REPORT NO,: 5144
Blows
Per
Foot
F
:Driving: Dry : Moist,:
:Energy :Density:Content:
: k-ft/ft: PCF : X :
I I I \
f I f I
ReI.
Coop.
X
e
e
t
Visual Classification
.
I Eanure
.
, , ,
, , ,
, , ,
, , ,
, , ,
, , ,
I I t I I
~_'~H_'_"_'.'H""M"'"M'_'M'''~'''''''''''_M''M_H'.''''''' "'........,j,.. """'M" I
I I I I I
I 1 I I I
I I I I I
I I I I I
I . I I I
I . I I I
I t t I j
M._..",,_..._...'''.............._..._..........................._... ........~ ...._......m....... I
I I I I I
I I I I I
I t 1 I I
I I I I f
. I I I I
r I I 1 I
I 1 1 I I
-_-1--._..__........4_............___..._...., ......._-10...._.................. 1
I t 1 I 1
I I . 1 I
I I I 1 I
I 1 I I I
1 1 I I I
I r I I !
1 t I I t
..--_._1........_........_1-_.......__.............. .._.......4............_.......... I
I I I I I
I 1 I I I
I 1 I I I
I I I I I
I I I 1 I
! I I r I
I I 1 I I
__.._.L..........._............... ..j...._ ................... . I
I 1 1 I I
I f I I I
I I t I I
I I I 1 r
I I I 1 I
I 1 I I I
I I I I I
__._._-l-_M.M_..M..M._~_H...._ ..~.~.......M..MM....M~~.._...M._M.~~.... I
.
.
M._._H_...M~..~_'M_..~..M'~~.....M_........M.M~...._.M.M.~.M_.M._.M'M'~"'_'_""'~'M"~
.
.
.
t
.
:':::.>
...... -TScnr;ii;-;T;;iei-.fTne-t;;-;a:r~e-s-;;-nd~-FiLL--.----- ..---.----,--.---
.....,.
......./
.'"..'
........
3
','.'
......
.:..,
.:.:'
......'.....
......
...'.....,.....
..'.'....'....,.
..............
.._,....'..'
......,..,...
..............
. ...-..--....-..................-..................-......-.......-................................-..........---......--..--..-......-----.-
: Brown clayey fine to coarse sand, ORIGINAL GROUND
>.>,' Total Oepth at 6,D Feet
6 .:~..:i;,w". No Free Groundwater Kncountered
..._.........__...JL.._........__....._......._.......................__................___.............................._........
Enclosure 2, Page 4
Rpt. No.: 5266
File No.: S-8976
~
.
I
PROJECT: Tract No, 28553
PROJRCT LOCATION: Teaeeula, California
RNCLOSORR NO,: 2
DATR OF TRSTS: 11/24/91
.
Blows :Driving: Dry : Koist.:
Per :Energy :Density:Content:
Foot : Ht/ft: PCF X :
" ,
" ,
ReI.
Coap,
X
.
I I I I I
I I I I I
I I I \ I
I I I ) I
I I I I I
I I I j I
I I I I I
........._.."Hw...4.... ..........4.. ................J............ .........1...... .. ..........1
I I I I I
I I I I I
j I I I I
I I I I I
I I I I I
I , I I I
I j 1 I I
........_...._..4............_.. ......i...._....H. ...._................_._........4........ I
I I ! I I
I I I I I
I I I I I
I 1 I I I
I I I I I
I I I I I
I I I I I
.._.__.._1-......__._._.4__........__..4._...._......................_................ I
1 I I I I
! I I ! 1
I 1 I I I
I I f I 1
I 1 I I I
I I I 1 I
I I I I I
.._..___~...j..._H.____'..,.j..........__._"j...................H......L........_............... I
.
.
.
.
.
.
.
.
F
e
e
2
FILR NUKBRR : S-8916
TRST PIT NONBRR : 5
RRPORT NO.: 5144
Visual Classification
) Nanure
TKLi--Gray-cl'y,y-silt;-damp--;;:iiX-j;;;se-:iILL---'--------
-.--.--.--,...-".---....--....--...---..---....-......--.--.--_.._..~._......~..~_.
Gray clayey silt, ORIGINAL GROUND
I~ "
Total Depth at 4,0 Feet
No Free Groundwater Rneountered
Enclosure 2, Page 5
Rpt. No,: 5266
File No,: 8-8976
~'?
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 11/24/97
,
.
_"~_H._._....'~H'H""H'''_''''''H....mH .............."...""......................."......
: Driving: Dry : Koist. \
:Energy :Density:Content:
: Ht/ft: PCF : ~ :
1 I I I
1 I I I
ReI.
Coop,
~
810ws
Per
Foot
.
,
,
,
,
,
,
,
...................1
,
,
,
,
,
,
,
......I
,
,
,
,
,
,
,
.,
.
I 1 I 1
I I I I
I I I I
I 1 I I
I 1 I I
I I ! I
I I I I
.................__l...... ..4...._. ................1.. .....................
I 1 , I
I I 1 I
I I 1 I
I I I I
I I I I
I I I I
I I 1 I
.............-........j....... ..........................-...............................
I I I I
I I I I
j I I I
I I I I
I I I I
I I I t
I , I I
,_..__._._..j............."..,,_....-..........._-_...~---_...j...........
.
.
.
.
.
.
.
FILE NUE8ER : S-8976
TEST PIT NUEBER : 6
REPORT NO,: 5144
,........._....................................................._........_...._..........__.........................................._................_............................._.._............._........._...................._.._........._._...._.....,,_M"'HM'
F
e
e
t Visual Classification
] Hanure
Ts.KrBro-.n-~iTt-yT;n~t~;~~rse-s.~nd~dry-a-nd'.de.nse.oRIGiiiAr-.-------.
GROUND
2::"
... .:. ....: Total Depth at 3,0 Feet
3 -:: ::: W1: :: No Free Groundwater Encountered
..................._~._...__..._.__.._----._-_......_.......--...._..._.__.....-....---.-..........------.--.........--.......
Enclosure 2, Page 6
Rpt. No.: 5266
File No.: S-8976
7J'
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSORE NO,: 2
DATE OF TESTS: 11/24/91
. Blows :Oriving: Dry : Koist.: ReI. F
Per :Rnergy :Density:Content: Comp, e
Foot :Ht/ft: PCF , ~ , ~ e
, ,
, , t
, ,
.
,
,
,
,
,
,
, ,
""'_"__"'~"~'''''''''''''''''''_'H'~
, ,
, ,
, ,
, ,
, ,
, ,
, ,
........._..__..j,........."M"...........j,..........."
.
.
.
.
.
.
.
.
, ,
, ,
, ,
, ,
, ,
, ,
, , ,
.....M.."."...."H..~..."H ........H.....H~..,.....ri............... I
, , ,
, , ,
, , ,
, , ,
, , ,
, I ,
, , ,
.."."...."...."....."..~..""..".,,_.........l
2
FILE NUKBER : S-8916
TEST PIT NUKBER : 1
REPORT NO,: 5144
Visual Classification
ISKI Bro.n silty fine to coarse sand .ith traces of manure, dry
and loose, DISTURBED OR[GINAL GROUND
--iirO;;;-;irti-TC;;~to-c;;:;rse--sand;'-dryand-.den;~~ORiGiNAL-
GROUND
Total Depth at 2,D Feet
No Free Groundwater Encountered
Enclosure 2, Page 7
Rpt. No,: 5266
File No.: 8-8976
p
.
PROJKCT: Tract No, 28553
PROJKCT LOCATION: Teoecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 11/24/91
.
Blows :Driving: Dry : Hoist.:
Per :Energy :Vensity:Content:
Foot :k-ft/ft: PCF : X :
I I I I
I I I I
Rel.
Coop,
X
.
I I I I I
I f I I j
I I I I I
I I I I I
I 1 I I I
I I I I I
I I I I I
............_,.....~............... .........~...M .........._n....~.... ..................H~. .. ..............".. I
I I I I I
1 I I , I
I I 1 I I
1 I I I I
I I I I I
1 I 1 I I
I I I I I
._.."........._....~.h..... ..._......",.4 ...4............... ......_4................._..... I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
t I I I I
...__.__.._j......................._4.....""."'..__....J,..._..............._..4................. ...... I
.
.
.
.
.
.
.
.
F
e
e
t
2
3
FILE NUNBER : S-8916
TEST PIT NUNBER : 8
REPORT NO,: 5144
Visual Classification
I ) Nanure
I sNriiroWn--;iTtiT;ne-io-c-o-.iSe--s.nd:.dri...n'd-"ioose~.FfLL'
..._____.__.........___.._....___......__..__H.___.......,,__....._._,......_...'''._..._..........._...__.....'''..._.._...."..._.............H............
Brown silty fine to coarse sand, dry and dense. ORIGINAL
GROUND
Total Depth at 3,0 Feet
No Free Groundwater Encountered
Enclosure 2, Page 8
Rpt. No,: 5266
File No.: 8-8976
1JP
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Te.ecula, CaliforDia
ENCLOSURE NO,: 2
OATE OF TESTS: 11/24/91
.
Blows :Driving: Dry : Moist,:
Per :Energy :Density:Content:
Foot :k-ft/ft: PCF : ~ :
, , ,
, , ,
.
I I I I
I I I I
I I I I
I I I !
I I I I
I I I I
I I I I
"".___..,._.1-......,.._ ....._.l..._." ................ .........................
I I I I
II! I
I I I 1
I I I I
I I I I
I I I I
1 I I I
.._..._......_."..........._............ ............_..".._............_........ ..L
I 1 I I
I I I I
I I 1 I
I I 1 1
I I I I
I I I I
I I I I
.--~.".."..,---....._....._..._......_..._............
I 1 I I
I + I I
I I 1 I
I I I I
I I I I
I t 1 I
1 I I I
..--.--........-.-....--..-.-.........-..................................
III I
I I f I
I I I 1
I I I 1
I I I I
I I I I
I I I I
....-...-...--.!-...............-...... .....-..-..... ,.,..,.....
.
.
.
.
.
.
.
.
ReI.
Co.p,
~
,
,
,
,
,
,
,
..,
,
,
,
,
,
,
,
......1
,
,
,
,
,
,
,
........._...........1
,
,
,
,
I
,
,
.............-.1
,
,
I
I
,
I
,
.................1
F
e
e
t
FILE NUN8ER : S-8916
TEST PIT NUM8ER : 9
REPORT NO,: 5144
Visual ClassificatioD
----ii;o~;-s.iTtiTiiiet~.coarse-'-.od~.iioTs t.iid"ilode-;.teTi-dense--
ORIGINAL GROUND
Total Depth at 5,0 Feet
No Free GrouDd.ater RDcouDtered
1,t\..
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Teaecula, Calilornia
ENCLOSURE NO,: 2
DATE OF TESTS: 11/2~/91
.
Blows : Dri ving: Dry , Koist. : ReI. F
I
Per :Energy lDensity:Contentl Coap, e
Foot : Htlft: PCF , X X e
,
: , : t
,
,
,
,
,
,
,
, , ,
.._._...__....j.~....,..M.~_._.."i....."..."...,...".....~ ...m.........~"""..".".....". .., I
, , , , ,
, , , , ,
, I , , ,
, , , , , I
, , , , ,
, , , , ,
, , , , , 2
_.".-..._._~..__..._...._._.~"......_.........._i...."...._....__i. ...1 I:
, , , , ,
, , , , ,
, , I , , I
, , , , , I::
, , , , ,
, , , , , I
, , , , ,
,--"...."--~_....,,_.__.....~_.._.........,_._,,-_..~.._._............ ..,
, , , , , I::
, , , , ,
, , , , ,
, , , , ,
, , I , , I::
, , , , ,
, I , , , ~ I::
,,,........_.....--l...............__..04..,,....,_,,........._i..............__.......~.___._.._ ....I
I , , , I
, I , , ,
, I , , , rl
, , , , ,
, , , I ,
, , , , , 5f!>
, I , , ,
..........._..__l......."........._.....~.....,....................~......._.._._......,~......._."........,_ I
FILE NUNEER : S-8916
TEST PIT NUNBER : 10
REPORT NO,: 51~~
Visual Classification
.
.
.
.
.
.
.
.
.
I Nanure
TsiiTi;-o.o',iiti"fine to coar,e,and:'piTi
Total Depth at 5,0 Feet - Esti.ated Fill Depth: 1,0 Feet
No Free Groundwater Encountered
1fb
.
PROJECT: Tract No, 28553
PROJECT LOCATION: TemecuIa, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/91
.
__.H_.__...M................__......_................. ......................................
Blows :Driving: Dry : Moist.:
Per lEnergy :Density:Contentl
Foot :k-ft/ft: PCF : X :
I I 1 I
1 I I I
Rel.
Comp,
X
F
e
e
t
FILE NUNDER : S-8916
TEST PIT NUNDER : 11
REPORT NO,: 5266
Ground Surface Elevation: 1101.5
.----.......-.----------...,.........---...-..-......-....."..-.......-.....-.............................-.........-....-....................-..................-...............-........,.........-.-.............................................-....~..._..........._,,-,.....,,"_._.._--
Visual Classification
.
I
,
I I I . I
.__..~-_.._..._.._~...._._....._~..........................~......__............. I
: : 106: 3.1: 82:
I I I I I
--~-_.,,-_..~...._..._-_.~..._....._...,.....~...................._..f
I I . I I
I r I 1 I
1 I I . I
...-----4___..........l.._.__......___._.-4...__.._........!
: : 120: 7.9: 93:
I 1 . 1 I
---~-_..~..~-~.-"'__~.__~._...~.__--lo....._._.........~.. I
1 I I 1 I
1 I I I 1
I I I I I
,-_._.~._._..._~....~~..._-_..."j.-_.~._~.._-~.....-..._."."...... !
: : 106: 3.7: 80:
I I I I I
-...--"'._--.--~--...'--____.J,___._l
1 t I I I
I I I I I
t I I I I
.._..--~..--._-+--_._-~__..__.....~.._.......__. I
: : 106: 8.5: 82:
I I 1 I I
.-~.~-...--......~..-_._.J,_~_..~i-_~...__....._.f
I I I I I
I I I I I
I I I I I
_--lo.....__._..........J,....._._....I--_"_..."'...._...._.........!
1 I I I I
I I I I I
I 1 I I t
.-.---.J.-....-__.J.__--J.___._.--lo._......._...."..... I
I 1 I I I
1 I I I I
I I I I I
-...--i-.__..J,_.~...-l._.._~.~._~.......~..._.~................ I
I I I I I
I I I I !
--_..L--..:.:...:1_..--=..:.:"L..-1LIL.u.........:.:.: :
I 1 I I I
I I I I I
I I t I I
..--'--...---...~---_..-..."'_..._~.~_.~"j....__.............".t
1 I I I 1
I I I I I
I I I I I
_.-~.----~.._......_.J._~."...__~.."....".....~.~..... I
I 1 I I I
I I I 1 I
1 I I I I
...-_--l...___~"'_.__............"'.__.......~.._.~......u..~............. I
1 t I I I
I I I I f
I I I I I
......~._J,....~...___......~_~____....._.~~.__.............~..__.........__.. I
I I I I I
I , f I 1
I I I I I
~.--.--j....~--_.i---_"'__.___.i-.._____._..l
.
.
.
.
.
,JI. :":~~'~=~='=:~=-
3 '.'.' ',,' Isel Brown-gray clayey fine to medium sand, moist and dense
..'....
. . ~. . .' .
c-,"",~., ISPlL ight'yeTfow-iTne-t;-coamsand -liTi'ii';;-E,ace'-Qf, i I t ~-d.op---'-
and loose
.6 :-.
<~::.:.:."
.,......
.....
8"
9
","
"
10
....
11,.,
12
13
i4
15
16
11
-..--.-----..---..-...-----..-...--..--...-.-
.
.
.
..., [s"cfLTght-b-rO';n-ciayey'C i net-,,-C;;;-r.,-;a.d:-iiol.'t and--'-------'"
.oderately dense
- some caliche below 8,5 feet
.,....
..... . -..--.-.-....-......---.-...-.--..-.-...-.-.-.-.......-.......---...........---..----....---..----
. . ISNI Light gray-greeo silty fine sand, wet and .oderately dense
-- - "[KLT'Lig hTi-;,en--,,-;;-dy'.i"lt-wiij,-'",e.;;,-,TcG;,-,an'd-.nd-;.rii'ng---
cementation, wet and stiff
Total Depth at 11.0 Feet
No Free Groundwater Encountered
.--..--.-..-.---.....-...........-......-........--...............-.-..---...-......-.............................--..--.....-,..-..-.-
Enclosure 2, Page 9
Rpt. No,: 5266
File No.: 5-8976
17\-
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/3D/97
.
Blows :Driving: Dry : Koist.: ReI. .,
,
Per :Energy :Density:Content: Comp, ,
,
Foot :k-ft/ft: PCF , X , X ,
, , I
, , , , ,
, , , , ,
F
e
e
t
'''~'~''''M'M''''_'''M'M'''''''''."..."..._.".".."..",
.
" ,
" ,
" ,
" ,
" ,
" ,
I I I I I
................... .........1-............. .......,.,.,..........._......._-10._._......._... I
I 1 I 1 I
I I I 1 I
: : 118: 12.5: 91:
I t I I
I I I 1
1 I I I I
..-.-..-..1...........-...... ..."..._."......__......1-......__...........,...__..__.... I
, 1 I I I
If! I 1
I t 1 I 1
1 I I 1 I
. 1 I 1 I
f I I I I
I J I I I
--................-.-4..._......__....lo__...--4-_...___..!
I I 1 I I
I I r I I
I I I I I
J I I ! I
I I I I I
I I I I 1
I I I I 1
.-_._.1........._..............0...._........._._..____........,_______.. I
1 I I I I
! I I I I
: : 102: 10.0: 79:
I I r 1 t
1 I I I I
I I I I I
..__.....j,,,........................j...................................................-.......................... I
I I I I I
I I I I 1
I I I I J
J I I I I
I I I 1 I
I 1 I I I
I I I I I
---~~....~.~.-"..._.~..-......~.~_......,.~.-~-...........~.........,..,..........,. I
I I t 1 I
I I I f I
r I I I I
I I I I J
I I I I t
I I I I I
I I I I 1
---4......."...........................__,_............_.......~..."'...~................,..,..... I
I I I I I
I I I I I
I I I t I
I I I . I
t I I I I
I I 1 I I
I I I I I
,-_..I...........................~...."....-,............~,.................,.................,.."............l
I I I 1 I
I I I I I
I I I I I
I I I I I
1 I I 1 I
I I I I I
I I I r I
".--..1..,..........---................--..-......'"'............."'..... ...._ I
.
.
.
.
.
......-.-.."..............-..................-........."...."................"........."."".......
.
.
.
3
6
1
8
9 "
FILg NUMBER : S-8916
TEST PIT NUHBER : 12
RgPORT NO,: 5266
Ground Surface Elevation: 1098,0
Visual Classification
........-.-.-.--.....-.-....,......... ...,.....,..~..........._.._._...~...._...._....._,........~...__....__.........,-~--_."',,.-..--
[SHI Dark brown silty fine to medium sa~d witb asphalt debris,
moist and loose. FILL
TScTi:Tiiit" b;Q;ncTay, y"Tiiie "ta liedTuii'"Sa"iid-;-,TIght/i- po rou,,--"
moist and deose, ORIGINAL GROUND
ism;g-ri-;eTIO.iTnet~-c"u-.rs,"",and;;t:C;-iTta;ra-tr;;ce" 0 f
clay, moist and loose
TscT L i g h t--y-,l 10 ;cTay,y'-iin',-T;-co,,;,TS;:'iid.-i th -~a 1 icbe;---
cemented, moist and dense
ISH]
Gray -g r,eii"-;u'iyiiii,-toc",ars'--sa;;d-,-iiod-erate I y em n ted,
damp aod moderately dense
ID
_._....,.._".....~._._-_....._.._.........._....,._,,,.,,.............,--,..__......-...--..----.."'............
Total Depth at 9,D Feet
No Free Groundwater Encountered
Enclosure 2, Page 10
Rpt. No.: 5266
File No,: 5-8976
?D
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Teoecula, California
ENCLOSURE NO.: 2
OATE OF TESTS: 12/30/91
.
Blows
Per
Foot
ReI.
Coop,
l
:Drivingl Dry: Hoist.:
:Energy :Density:Content:
:Ht/ft: PCF : l :
I I I I
1 I I I
..____.__W.~.~_,._...._....."._"...H_...._".M.M.M....M........_..
.
, "
, "
, "
, "
, "
, "
r J I I I
"-'_'_",_~.."".__...__..4__... ..M."_._.,......__.._..M._~...._......." .. I
I t I I I
1 I I I I
: : : 21.2: :
I I I I I
J I I I I
I I I I I
---10........__._,.._..__1-.__.___..1-.........._.._......1
I I I I I
r 1 I I I
I I I I I
I I I I f
I I I I I
I I I I I
I J I I I
__--1-.._ , _._~"_.__..,_.,.._...___..".. I
I I I I I
I I I 1 I
J I r I 1
I r I I I
I I I I I
I I 1 I I
.---1.__.:.:.:..L___9.9..L-1il.ll~.__.__l1. :
I I I I I
J I r I I
I I I I ,
, I I I I
I I J J I
1 I 1 , I
I I I , I
_...._1....__._.._.4......................_.,................_......4..........."............ I
I , I I I
I I I I f
, I I I I
I I I I I
t I I I I
I I I J I
-_._~--.."..:.:.:..L._..,-1.O.fil...._..111..5..1._ ..._....8., :
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I . . I
_.__._-~~~.~.~...._.__.~.._..........H_....4,n_._.......~.......4 ......... I
1 I I I I
I f I I !
: : 108: IU: 81:
I I I I
I . I f
I , I I I
n_~~..__.~~..~.........~.~,_~__.__"..4.--__..~..,,~,~....w._...w__... I
I I I I I
I I I I 1
: : 87: IU: 67:
I 1 I t f
I I . , I
I I , I I
.._._....._....~.._w..w_.._~.__~._....M~...__..M.......M..M4..... ........_....... I
I I I I I
I I I I I
1 I I I I
I I I I I
I I I I I
I I I I I
I t I I I
......_.._._..~..............._....~..~-~.........._.~.~.,j, ...~.......I ...... I
I t I I I
I I I I I
: : 76: 30.3: :
! I t t I
I I I I I
t I I I I
""~___"H4.. ..!......~...__....~..l.'_"'''M_'''''''''''~............" I
I I I I 1
1 I I I t
I I I I t
I . t t I
.
.
.
.
.
.
.
F
e
e
2
3
10
FILK NUHBER : S-8976
TEST PIT NUHBER : 13
REPORT NO,: 6266
Ground Surface Elevation: 1080.5
Visual Classification
...............................~. .............-............................-........_ ........"......_....w................._...__._....._._
lOB] 12 incbes of oanure
Tsiirii;;ftT~rg;;i:ilr;;;~'-~;;d.;.~d~iit-i-TCn-e-to-~;;.;;~--s~;;d~-w;;-t'-----
and loose, FILL
----Ciglitii-;;;;;,lTfi-iTii;""t;;-ii-;d i;; s an(~ i til-cT;Yse..;:;~'i--
and loose, FILL
TscHari-b'roiin-cTaiey"{i;;';to 'co-arse'saiir;-'porou;;wet-;';;d
loose, FILL
.J~~~[iIo-3IE:iliI~1~L:~I~~~:~!i.::I!1~~:=::,~=:=:::,===::::=::::==
ISH] Oark brown silty fine to oediuo sand, porous, da.p and
loose, ORIGINAL GROUNO
......_..........w...... ..._..w.__._..... ....w....._.w....._._._..........._........~~...~.....M...W......_.
.
11
Log Conlinued on Nelt Page
Enclosure 2, Page 11
Rpt. No_: 5266
File No.: 5-8976
?f-
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Teaecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/91
.
Blows :Driving: Dry : Koist.:
Per :Energy :Density:Content:
Foot :Ht/ft: PCF : l :
I I I I
I I I I
ReI.
Camp,
l
F
e
e
t
FILE NUNBER : S'8916
TEST PIT NUKBER : 13
REPORT NO.: 5266
W_W'___'~'"M'_'W_'W''W_'M'_M'_'''''''''M''M''_''h''''''M'''M'''''''.......................-........_._...._._....__......H_..__.__..___.__..........................._.........._.........H..___......_.._m...............__.........._._..........__......_....................................._.__............
Visual Classification
.
,
,
I I 1 I I
_.___....~........._._...".....~..H..................+...._..........."......l............_...........!
I I I I I
I I I I I
I 1 I I I
I I I 1 I
I I t I I
. I I I I
I I 1 I I
-.___H__~..............._...._.j..._"........_"...........H......._......_J,.._..._........_.. I
I I I I I
I I I I I
. I I I I
I , . I I
.
12
13
--_.__."..,..-.."........"..-.....,,'_..,..___..".._....._,.._...._~'MM_.M'_._..--.M"_~.__.M__M____M___......_'_M__M.M._"_.M..M'M"..M._M.."...'''_.M..M.''''''........._........M._.....'''..''.M........."...."..M....M"'...._...............H__.~.M."_'
Total Depth at 13,5 Feet
No Free Groundwater Encountered
.
.
.
.
.
.
.
Enclosure 2, Page 12
Rpt. No.: 5266
File No,: S-8976
?;V-
.
PROHCT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/3D/91
FILE NUKBER : S-B976
TEST PIT NUKBER : 14
REPORT NO,: 5266
~'__'"__""H"''''''''''''""",,,_,,,,,,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,_,,,,,...............M...__...........__...._...........".................................'.._........................._......................................................._..."'"..........._.....__.___._........_......._...............__......._....................__..__.............
. Blows :Driving: Dry : Koist.: ReI. F
Per :Energy :Density:Conlent: Camp, e
Foot :Ht/ft: PCF , l , l e
, ,
I , , , t
, , , ,
Ground Surface Elevation: 1078,0
Visual Classification
.............--..............-..............................-.... ....-....-...-..-........-.-...........-....,-...... .... ........................... ........................................-...........-..---...------...--.........-.-...-................
.
I I I I
I 1 I I
I I I I
I I I I
I I I 1
! I I I
I I I I t
.-..-.-...-....-.........--.......... .................... ........H........... ... I
I I I I I
I I I I I
: : 89: lL1: 67:
1 I 1 I
I I I I
I I I I I
~"..-......-....~___._..._~...._.....H.H"."."..l.__..... ."...._....................".".H I
1 I I I I
1 1 I I ,
I I I I t
I I 1 f I
f I 1 I I
I 1 1 I 1
I 1 I I 1
___~__.,,_.._.l..__".......H_......H." .._H._H..~"..._......."...,,_1
1 I I I I
I I I I I
: : 111: 6 .3: 84:
I I I 1
1 , I I
I I I I I
---"..~-".--........."-..,,......-...-....._--......._......___.... I
I I 1 I 1
I I I 1 1
I I I I ,
1 I I I I
1 I I I I
I I 1 I I
I I I I 1
..._._......."...H~_...H.H....H"H..H..._.H_..._._H........_...".. ............H..H...H._H I
1 I I 1 I
I I I I I
: : 131: 7.1: 99:
I 1 1 I I
1 I I I I
I I I I I
..-..H.__.......H...._.__-I.__H..H__.l..._.__._H...____.H.~... I
I I I I I
1 , I 1 1
1 I I 1 I
I I I 1 I
t I I I I
I 1 I I I
I I I I I
__'_"''''''~'''_'H''''''''''''''''''~ "._.H......_...H............._.....~.....H.......H_...... I
I 1 I I 1
I I I 1 I
: : : 1.5: :
I I I I
I I I I
1 I 1 I I
M"_..___.....j........"..._._.......~._...H_____,,~...._...__............~..,...........~........ !
1 I I 1 1
, I I ! f
I I I I I
I I 1 I I
I 1 I I I
I f I I I
I I I I I
.._._-I._...H._.....,,_.... ..~ ..... "H'_'H..I
I I I I 1
I I I I I
I I I I I
1 1 I I 1
I I ) I I
I 1 I I I
1 I I 1 1
.H.._...._.._,...~.... ..~..H .......~ ..... .... I
I I I , I
I I I I I
I 1 1 1 I
I I I I I
I I I I I
I I I I I
I I I I 1
-_..._.._..........."...".._...~......"...........H._..~........ .....j,... .... I
I I I t I
I 1 I I I
I I I I I
I , I I 1
.
i.
I
.
.
.
.
.
____._H...__......._.__._.H___......._...H ..........__".............""..._....
.
[OBI 6 inches of manure
"(SK fi; ray - h roiiii-'sITtj'rTil,'to'iie'd1iiii'saiid-.m-a-trace-",f"clay
and manure, wet and loose. FILL
--Gray~ro.;;-sTitj'nr;e-;.iid~''"iiOist''aiid'.cideri:teTYdeils''---
ORIGINAL GROUND
2
iSCrGr,,:hroiin'cii:jey"iIil',-toc'O;:msandWitii"g-ravef;-.oderate--'--
cementation, .oist and medium dense
, becoming very dense at 5,0 feet
6
8
9
II
........._......._.._,.._....__.._.._..........__,_.._.._____.J
........................ _'H""'_'_" _..__.._...".._..........H............. ...........".................."""........
Log Continued on Next Page
Enclosure 2, Page 13
Rpt. No,: 5266
File No,: 8-8976
,?9,
, ,
, ,
I I I I I
._.._M..__.H.j."'U....U..,_....,_,~.....,....... ..................."..........,...".~......................... I
I 1 I I I
I 1 f 1 I
I . I I I
I I I I I
I I 1 I I
I t I I I
I I J t I
__._1-......___.........1-_..._..__ ......~...".....................j._._........,_...... I
I r I l I
J I I I I
I I I I I
J 1 I I j
I I I I I
I J t I I
III I I
..-.l--.-....__..._.,,_.____~....._...._.....,_.l_..__.._..._,d
I I I I I
I I I I I
I I I I I
J I J t J
It. I .
I I I I I
J I I I I
--1--__-..1-...._.._......_.4_......__.....-1-..._..........., I
: : : : : :.':.:.:':.... fotal Depth at 15.5 Feet
, , , , , .:.>':::.:,:.:':::,: Ho Free Groundwater Encountered
__"'~.....""_~___.._.f__.."_..~....,,__....._..,..,,~._.__..._._,,..._:~~~:....."._."___...."""_.,,................__._.,....,,....,,'_____.,,_....._~....._._..._____._....__..................._....__.--"._.........
.
PROJECT: Tract No. 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/91
.
Blows lDriving: Dry : Hoist.:
Per :Energy :Density:Content:
Foot :Ht/ft: PCF : X :
I I 1 I
I I I r
ReI.
Comp.
X
.
.
.
.
.
.
.
.
.
FILE NUKBER : S-8976
TESf PIT NUKBER : 14
REPORf NO,: 5266
........n.m................ ......................................... ...................._............._...._......................................._.............._______
F
e
e
t
Visual Classification
.............................. ..............._.............._n........................._..._..._..............._.............. .........._................._..__....__....
12
. . - . .
:.:.................
13
'.'"
.):
14'
".
'.'
.'. . '~'.'
.'. '.~' '.' .
15
Enclosure 2, Page 14
Rpt. No,: 5266
File No.: 5-8976
~
Visual Classification
.____.HM...._.M.M.H._._.....HN.................................._........_....__............._...._......__._._.___._...._............._.._......._.._............................_..._............................................................_......_............................__................______
: ISM) Light hrown fine to coarse sand to a depth of 3 to 8 inches
: -"nde r la in__!.L~._.U nc h__!!!i."-LgE-"E!.~.e_.~l a b '___._._"..,_...,___
: IML] Light gray sandy silt with pockets of porosity, wet and
.._._....~........._....._......~..__..,_._.."..L___.._...l....._...__....: very stiff. FILL
I I I 1 I
I I I I I
: : 118: 16.5: 91:
I I I 1 I
I I I I I
1 1 I I I
...,-----".j,--,---..~.._..__..__l-............._..._,j._____d
I I t I I
, I I I I
1 1 I I 1
1 1 I I I
I I I I 1
1 I I I I
I I I I I
_..___..l.__.__...-4....._....-'--_....___I-_1
I 1 1 I I
I I I 1 I
: : 129: 10.0: 98:
I I I I I
f I I 1 I
I 1 1 I I
._--.J...._..__-.1.-,..._.....__....~......____....._l--.___1
t I I 1 I
I I 1 1 I
I I I I t
I I I 1 I
f I 1 1 I
I I I 1 I
I I I I I
_M_.._.~M._M.__._.~M.~_..M.MH......M~....__...._._....j.__._~.M._. I
I I r . I
I I I I I
: : 121: 9.5: 96:
I I I I 1
I I I I 1
I I I I I
.......___'"..H.h.,,~__...J_.Mh.._.._~__~____~...__1
I I I I .
I I 1 I I
I I I I I
I I I I I
I I I I
I I I I
1 I I . I
_.~__H...._...__.........j.........._...M~_..'"__"."....__~.........,,_._ I
1 I I I I
I I I I I
: : 114: 11. 4: 81:
I I 1 I
I I 1 I
I I I I I
._~.._.H..._..~._M..M._....._....~ ..M...H."...._.....~.......M ............."'"_....M_M._.... I
I I I 1 I
I I 1 1 I
: : 105: 11.1: 81:
I t I . I
I I t I I
I I I I I
...~._.._.M.._~._.M....._.M.M._~......M......_.........~...H......M.M"....._~........._.._... I
I I I I I
I I I I I
I I I I I
I I I I I
1 I I I I
1 I I I I
j 1 I I I
....-..._........~.............._.........~ ..M.M......~..._. ..__..~........._....._...... I
1 1 I I I
! ! 1 I I
I I j I I
I I j I I
I j 1 I I
I I j I I
I I 1 I I
.._..-.--.....~ ......~,....,.........._....~....M... ........~.......... . I
I I I I I
I f I I I
I I I j I
I I 1 I I
i
I
.
PROJECT: Tract No. 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/91
.
Blows :Driving: Dry : Koist.: ReI. F
Per :Energy :Density:Content: Camp, e
Foot :Ht/ft: PCF I X , X e
, ,
, , , I t
, , , ,
.
.
.
.
.
.
.
.
.
FILE NUMBER : S,8916
TEST PIT NUMBER : 15
REPORT NO,: 5266
Ground Surface Elevalion: 1123.0
IsCTlJihtbrOii~-anE;d":n;ani-~-cTayei-iTne-To-coa;:se~'aniC---
moist and dense, ORIGINAL GROUNO
2
5
6
, hecoming medium dense at 1,0 feet
I SP] .i:lgh tor aDge-n;;;-;:;-,.a rse-sa-;;d;i"i:hva;:-iCngsiit~.~o.[~C--
and loose
8
10
.___J
11
Log Continued on Next Page
~
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/97
.
:Driving: Dry : Koist.:
:Energy :Density:Content:
:Ht/ft: PCF : X :
I I I 1
I I I j
Blows
Per
Foot
ReI.
Coop.
X
.
, , ,
, , ,
1 I I I I
.................._..J,... .....~.M..M...M........._..l. ........_............_........_...... I
I I I I 1
I I I I I
I ! I I I
I I I I I
I I I I I
I I I f I
I I I r I
........_......1........... ...l._...H..__........j,...H......... ................................_. I
I I I ( I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I 1
I I I I I
,,__,,_._.._l..._,..__.~...J,_._..._..__._J,.'___H'._"_l....___...__.. 1
I I I I I
I I I I I
I I I I I
I 1 I I I
I I I I I
I I I I I
I 1 I I I
_......_._.......l._........._...."...l...................._...l._._......._..._1....,...._..,.." I
t I I I I
I 1 I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
_....__....-1........ ..............l...........................l._......_..............j."................""". I
.
.
.
.
.
.
.
.
F
e
e
t
12
13
14
15
16
FILE NUMBER : S-8976
TEST PIT NUMBER : 15
REPORT NO,: 5266
Visual Classification
Total Depth at 16.0 Feet
No Free Groundwater Encouotered
Enclosure 2, Page 15
Rpt. No.: 5266
File No.: 8-8976
~
Blm :Driving: Dry : Koist,: ReI. : ~
Per :Energy :Density:Content: Compo : e
~oot :k-ft/ft: PC~ : % : %: e
: : : : : t Visual Classification
----..-..-......,........................................-.....-...........--...-.........--.........,.-,----...------..-........-......................-..............-...............-......-.-.......---..-....----........---...--..--..--........-.....
: : : :: IliU.,!c~_~EE~~.~_U~l.L~_~_'!.~~LS_~!~!}_'!.~.~d~I!L~L!2.~~~cJlLL
___~"_.""""'_....",L".,,,_,,.,,_,,..L,,,,.,,.,,'".........~..,,....,,.,,............: Dark brown silty fine to mediufI sand, porous, wet and loose
: : 95: 16.6: 71:
I I I I I
___~..__"__"..,_."."".....".".""j,""""."."."._.....~.,,,,.......""......,.. I
I I I I I
J I J I I
I I I I I
"."_j.._,,_.._"_...Hj,..H..."".".,,_......~_.......,,...._..."'j,_.._.................1
: : Ill: 13.6: 88:
I I I I I
_j..._."__".......,_,,,.,,_,,_'''''~..._.....H_''.''...J,......,,".._.........I
I I I I I
I 1 I I 1
I I I I I
___j..__"._....."_."r..._,,,....,,._"""j.._,,.,,_'''''''''_,,~,,,....,,,,....,''....... I
: : : 405: :
I I I I I
. __/o._.......__..__.__.j......._M.......H.....1
I I I I
1 I I I
I I I I I
I ,___~._H___._~,H.H,H.."H.M..MM..j,H.M....H.......H..... I
: : : 8.6: :
. I I I I
I 4-__..'M.._..._..._'..~H_......_.._.....1
1 I 1 I I
I I I I I
I I I I I
. ____4__.___._"_._....N__.....~_......_....M... I
. I I I
I 1 I I
1 , I I I
..__..___._.~____.......,,_._...._..H.......~.........................I
I I I I t
I I I I I
I I I 1 I
_~____..__I--_...__......j,____...",....._....__...."oI
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Teaeeula, California
ENCLOSURE NO,: 2
DATE O~ TESTS: 12/30/91
.
.
.
.
.
.
.
.
.
.
11
5
6
8
10
~ILE NUKBER : 8-8916
T8ST PIT NUKBER : 16
RRPORT NO,: 5266
Ground Surface Elevation: 1106,0
I SCTGray~b;oii~-c-i;:yey'fTD7.i~-.com-e-s.~d,"-iiode.riiiely-c em,nted,""---
moist and medium dense
, becosing cesented and dense at 1,5 feet
Total Depth at 11,0 ~eet
No ~ree Ground.ater Rncountered
Enclosure 2, Page 16
Rpt. No,: 5266
File No.: 8-8976
1-;\
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO.: 2
DATE OF TESTS: 12/30/97
FILE NUHBER : S-B976
TEST PIT NUHBER : 17
REPORT NO,: 5266
.
__W_...........,,_......._....M..._....___H...._........_.._...__.__......_........_......___H._____H.._....__..._..............._..........._........._........._.............._............................."............................
Ground Surface Elevation: 1 092,5
Blows :Oriving: Dry : Hoist,: ReI. F
Per :Energy :Density:Content: Comp, e
Foot :Ht/ft: PCF : X : X e
:: : t Visual Classification
.-....--..-.......-........................................-......--.............,,,...--.......-.........-....--.".".-..............-.......--.-...............-..-...-.".....-......-..""..--...-...--...-...................-..-......--........-..........-.......--........-................
: [SHI Gray-brown silty fine to medium sand with clay sea,s
...____.~...."....."........_.~.................,,,._..~...._........,,.....,,.L...._.........._..: va ry i ng po fO sit y and celie n ta t ion I we t and 100 s e
: : 107: 13.8: 80:
I 1 1 I I
_____....,~.__~.._lo_'...M'.'M........M..~M'__...M_'_.'~'_~.M...._M'_' .
I 1 I I I
. , 1 I I
I I I I I
. __.__.J.___M'__"'______..~___M'~~ 1
: : 110: 3.5: 83:
f I , I I
--'______~~._"""_,.,,__L_.,__--l.-__,,_.l
I I , I I
1 t I 1 I
I I I 1 I
-,--~._,...~,__...J,___~___~,___~__....__l
: : 113: 2.6: 85:
I I I I I
-'--..I.~'_'__'M"'_.__~l.__~N.._~J.'_'"~"__N f
I 1 I r I
I 1 If.
. I I I I
"____'_'-_N__'~_'_~..._.._.....'N.."'J.N'..~"_..,~_'.._""N'N__"~,~". I
I 1 I I I
I 1 1 I .
I . I I I
__~_~~_____'J.M'__~~._-J,_~_M__~_'_N'____ I
I , I 1 I
I I I I I
I , , I I
___~M'~.~'~"_~_N____J.__'~"N___loN~'____~ I
I I I 1 I
I I I I I
I I I I I
"'__-J,.N_"~__'M''___..'_..,__~.._.._'M_~~......,_._~,... I
I I I I I
I I I I I
I I I I 1
_--..j,.~~,,_,____I_,~_~'~'~"_N',J..'M___~_~,~,~_,_~__, I
1 I I I I
I I I . I
, I I I I
.,--4~_,___~,.._,~,___"'.~._N__+-__'__ .
I 1 I I I
I I I I I
I I I I I
-,--,-I.--_,__,,~_,~____'J._~__~~._~,_~_,_,__..., I
I I 1 I I
I I 1 I ,
I 1 I I I
_M___I-'..'~'N,~._J.'~..MMN..N'~'~"..J._..._,__..,....~_"'",...."""".. I
I I I I I
I . fl.
I I I I I
____~._"".._....M'~'M'_..''''''_.,,_'_.......M'"'M"..'''.~'''''"''''"''''~".....
.
.
.
.
.
and.
2
- becoming damp at 3.0 feet
4
--'LTiihrbroiiii-~ilty fine to mediu.-'and'-,;iih'-;.;;;-'poC;;',it-i----'
and ce,entation, dry and loose
5
6
7
B
----Ligbtbroiin s il ty f inetoCoarse-san;i:~;;eoted;"da.pli'nr-
dense
10
11
12
13
14
15
Total Deptb at 15,0 Feet
No Free Groundwater Encountered
M"M__'__'"'"''''~'H...............,",..,,,.,,.'''..'..,,,,.,,.._..,_'"_."''''''_."'M............".."'M'_'_.__._
~
.
.
.
.
Enclosure 2, Page 17
Rpt. No.: 5266
File No,: S-8976
~
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/30/91
FILE NUKBER : S-8916
TEST PIT NUKBBR : 18
REPORT NO,: 5266
.
~__'~__'~H~_'__'__N'__""""'''_''',,,,,,,,,,,,,,,_,,,,,,,,,_,__,__''''''''___''''''_H'__''.''''''M'.''''_''''_'''''''''''',,,,,__,___,___'_'_'__'.'''''_'_
Ground Surface Elevation: 1080,5
Blows :Driving: Dry : Moist.:
Per lEnergy :Density:Content:
Foot :k-ft/ft: PCF : ~ :
, "
, "
Re!.
Comp,
~
F
e
e
t
........_H..........."_.."_H......_.."'''...._..:....M.__.__."__,,..'''......._.".,,".____...........
Visual Classification
_M_._........"..........._H....".........................H._._.."""._."''''''''..''''''''._........_.''''...._..........."...._........."...._.".....""..._...""._._._................._..._.......____H."'...__..........___.___.,,_.__......_..._....._.__...__._______.__
.
I
,
I I I I I
_._._.._._.I-.""....................~....."..._....""",..~""....,,'_,,,.........~...M"M......"..M.M. 1
: : 82: 25.5: 86:
I I 1 I I
M.M....._..M.._..~.M.4"....".."M..",.J.._M"_..M_.....".~......_4_.M.M_...~.M....."M...'M....M. 1
I I I I I
I I 1 I 1
I I 1 I I
..__.__.....~M....MH....._._..~......._.M._MH....~..."."..._..M....".~...........,___... 1
: : 92: 22.2: 69:
I t I I 1
_.__...&.......__M._._~._.............................._..H........M_.'"..'M'M_..H_ I
1 I I I 1
1 I 1 I I
I I 1 I 1
__---1-___...~"..M....M_..j,..........._.___.j,_,______. 1
1 I 1 I 1
1 I I I 1
I I I I 1
'_M._._..j,_.___H..~____.....,J._._.___ ' _I
I 1 I 1
I 1 I 1
, I I I I
..._._._~_...._........H_~............__.........j,..M.M__~....H___I
1 I I I I
1 , 1 r I
I I I I 1
.._..._--J,.___.__H..~._.....M.....__lo._.__.j,__'M_M.M.I
I I 1 I 1
I I 1 I 1
1 I I I 1
__...........~.H......._.......".._~._.............."......j,.......'_...M'__M.j,.M'_.......__._ 1
I I 1 I 1
I I I I I
I I I I 1
_....._'.."_...M.....'..'..........._._~..H......................~..M..__...M.......~.......__....__.... 1
1 1 I I 1
1 I tit
I lIt I
_.M'..M_.....~........M...._.M'..'..~'_........._..._~.M_.._M_.H........_H__I
: : 110: II. 2: 83:
I I I I I
M_..___'~""._.__.....".~.....M.......M......M..~..............._._M'~._'M__.__...1
I I I I I
I 1 I I I
I I I I I
..___...,J._"..M._._._M..'~"..............M.M..H.j,........_............M.~.____'M_, I
t I 1 I I
I I I I I
I 1 1 I 1
__...I..M_....__M_~____.....j,....._M_M...__.~__,_..__ I
I I 1 I 1
I 1 I I 1
I I 1 I I
__._.\......._"..._....M_~._........._...._.j,...M...._MM.M....,J._...__.l
.
.
.
.
I.
.
.
.
2
1
8
9
10
11
12
13
11
15
/ " .LQ.~UJ,l~~_~s..~L~~~~-'~,___.,..__..________,.____..._..__.'._".'__
' IKL] Light gray clayey silt, wet and stiff, FILL
fsiiTiiriiy~b;oiin-.s'iiti..ii"ne'tn-.edfiiii-8ii";d;I th-layers'oTiiariii;;-
and clay ,ea." wet and loose. FILL
- with significant organic odor and .anure at 8.5 feet
-B707n -g ray silty'Tiiiit"oliedlumsaiid-;CirViiry[og po ro-;[fy--;--'-
.oist and loo,e. ORIGINAL GROUND
Total Depth at 15,0 ~eet
No ~ree Groundwater Kncountered
Enclosure 2, Page 18
Rpt. No,: 5266
File No,: 5-8976
~
.
PROJECT: Tract No. 28553
PROJECT LOCATION: Te.ecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/3D/97
FILE NUK8ER : S-8976
TEST PIT NUKBER : 19
REPORT NO,: 5266
.
._______HH.___._~H.__H_M.._M._..__... ............................ ............................... ._............._._._H... ...._.....................................................riH.........HH..............n. ...M................................... ....................._..............._hH................_........._......_..._.._.
Ground Surface Elevalion: 1085.0
, I ,
I , ,
, , ,
, , ,
, , ,
I , ,
I r I I I
_...._.........Io..........................Io__...................j......... .....,10 ............. I
I I I I 1
I I , I I
I I 1 I I
I I I 1 I
I I t I I
f 1 ! I I
I I I . 1
.._....__.......10.._....__._..............................10",,,........ ...........~... ...."..__......1
I 1 I I I
I I I I I
I 1 I I I
I f I I I
I I I I I
. r I I I
I I I 1 I
--...-_._~.."_.....-.-..._~._".._._..........j............._.._... I
I I I I I
I I ! I ,
I I , I I
I I Iff
t I I I I
I I I I I
I I I I I
-___I-...._..".....".._......_..._....H.....,~,__..,~.._..._.,'"_""ft,_.__~ I
I I I I I
1 I I I I
1 I I I I
I t I I I
1 I I I I
I t I I I
1 I 1 I I
,-"--~.._,.._,---'",,._,--'''-,.~.._,_,.,_..,,_,,~. ... I
1 I 1 1 I
. I . I I
, I 1 I I
I I t I 1 .'"..'.
: : : : : ..... Total Depthat6,D Feet
-:-_1:==~~=:~:::::::~:::=:~~~::=::!~..~~:===~..__.."'''__~,,,~.._.."__~~_~,~~__~,~~~,~~_t_~..~_~~~~~~~~~~,~_,__'''~..,,...,_,.....,_"__,,,.......,,'_"'__,~..__
Blows :Driving: Dry : Koist,: Rei.
Per :Energy :Density:Content: Camp.
Foot :k-ft/ft: PCF : X : X
I I I I
I 1 I I
._....'_,_,,,,__...,,,.......,..,,,........,,,........,,.. ,"_......_.m......''''~..
.
.
.
.
.
.
.
.
.
F
e
e
t
Visual Classification
,,,,....,,..,.."'''''...,,....._.........''''m..'..'''''''...._..........._..''' .".._'''~....,__..,_....,_'''''__....__.............._.............,....,..___,_...._,..,.. ...,,,....~,..,....,.._...__,_......,,...._'"
/
.' ~ [OR] 8 inches of .anure
....
....J:'-J. '.~]'" Tsiir'B;~-.;-s'iit'Ti";;-;andda;-;nn;;;;s;:--iiiL-L'---------,--,,----------
.. m~... ...___..__.......__..__....,:.1..____.__"-_!!l'.____._.____,......_.___._..,_.._..______
,,">"'.';">> [SC] Light yellow clayey fine sand, .oist and .oderately dense,
" ORIGINAL GROUND
','
,'.',,'.'
/..../..
",'.'
',......".
2
.....
,'. ',~ .
""',,,.'.
,',.,:.:..:.--:.'
','.',<,
'/.
.'/.
~:'
',,'.'
.....
.'.'.,'.
5
.',/
....
Enclosure 2. Page 19
Rpt. No.: 5266
File No.: 8-8976
/>.p
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Teaecula, California
ENCLOSURE NO.: 2
DATE OF TESTS: 12/31/91
FILE NUHBER: S-8916
BORING NUHBER: 1
RPT. NO,: 5266
.
"__'_'~_'_""""_'M'__'__'M'__"__'M'_"M'_"'''__....''"",_""".........._..___....____..................... .................."'........_....................................................".. ................................
Ground Surface Elevation: 1075,0
,P.T, :Driving: Dry: Hoist,: ReI. F
Blows :Energy :Density:Content: Compo e
Per :Ht/ft: PCF : l : l e
Foot: : :: t Visual Classification
-.--.....--...--.."".....-.....--.....-.......--.---...-..........-...-.-.-----....---..-..---.....-....-......-.-..-........................-........-.""......--......-."......................--......
: : ISH] Dark gray silty fine sand, porous, daap and
, 1 1 I I
._J,._.._.......__..~_...,,"..........._.,......_.. ............~,,_.............__. I
I t I f I
1 I I I I
_____l..___L1l___ml,_jJ....~.___U.. :
" ,
" ,
I I t I I
-_....lo.._.._._..l-,.__._..4._..._...___..,....._..... .. f
I I I I I
1 J J I 1
__~_...J..J.~__J..O.a.:....__.LlL_.__BJ :
I I I I
I I I I
I 1 It.
-_~~.,___.__.~_~_._R--loR.__.__.M"l--h__.RR......1
I , 1 1 I
I I , , I
,-_..l.____L.n:_-1lUL._.i.J.L__8.5. :
I I I I I
I I I I 1
I I I I J
,__.__..j.R_ft___.._..~___...____..j,R...__"..__._~R._.__... !
16: : : : :
f I I I I
__l...._._--1-.__ft_._.~___.ft."__R.i.-.__._.__. I
I I I , I
J I I I J
, I I 1 I
.--J,_._".__.l_."...R.R__..".~_.__.M._R....R...."..,,_..,_R..1
I I I . I
I I I . I
I ( I J I
._.._...M~......__...._....~'_......R.._._...j....._._.."M__....~.R....__._. I
I I I I I
I I I I I
( I I ( I
__-'-__....___.'-__........_.".~._..'_..._R.R..j,".......ft._..._....1
16: : : : :
I I I J I
-.......".__.--~.._"...____~.._......._,,_...,.._.__.__. I
1 I I I I
1 I I I 1
I I I J I
_.___._.l.......__.._~.___._h_'..._'ft_.R._.......j.____._.n._ I
I I I I I
I I I I I
1 I I I I
.__,.....___.___lo"__.__.n'..n._.._-l..__"'h._1
I I I I 1
I 1 I I I
I I I I I
._--l..___._._I--___...'-....__.___.........._._..._. I
I I I I I
J I I I I
I I I I .
.....-~.._...j......._._......__lo_........._...ft_......,..,..._._ft_.ft..j,ft,_.._........... \
I J J I I
! I I . I
I I I I I
..__.n.~......M...__I--._.__"'_R__.___j.___M....R....(
I I I I I
I 1 I f I
I I I f I
._._,_.~.......M_..___~.._.M___.ft..~"....__.R..nn._..~.....__.._..... I
1 I I I I
I I I I (
I f I I f
.__._~R.M......_....M.M...~M........._..._.R~......._....__...'......M...''''MM'''' I
I Iff I
I I f ( I
I I I I f
...M..__........_.....n.........M...._..M...._.__....l....Mn..........._....l__........._.... f
f I I 1 I
I f I I f
I f I I I
.__._....j,n ....."'~M__......R..n_...l....._......"..M...~.......h._..M....... I
17: : : : :
I I f I I
..n..__....~ .._R~._R.M__....._~H_.n._n_....n'~."..."" ,.... I
I I I I I
I f I ( I
J I I ( I
_._._~_.......R.__.M'.."............._...,___..._"....R..J.........._...... ,1
:.
.
.
.
.
.
.
.
.
loose
--LTiht-b;o;~-;iity-fi;;e..to-ii~diu;.,';;d;'iio-;,t'and'-.ode.;i.teTi---
dense
I S.p I L ig ht-iill..;T;ne-fu.-e;a:rse'a;;d';..;i"a.p'a;;r;'o-dera:t~Ty-de-n,,---
6
8
iSH] Gray- brmsTrty--fi~;-i.o.-ii-ed i ua san,i";"'iiaiiP--and""iiod;;,fe!Y"
dense
10
11
12
13
II
15
16
11
18
19
20
21
22
[HLT"G;.i:b;ri;;;-,,;Ji-,';rf';Tth
stiff
I
I
I
........------'
a traceriT'cT.y,--;ef-aiir;eri
23
Log Continued on Next Page
Enclosure 2. Page 20
Rpt. No,: 5266
File No,: S-8976
~\
.
PROJECT: Tract No. 28553
PROJECT LOCATION: Teaecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/31/91
.
rw,w'w_"~___H""'h""_""__'H .......Wh......,.....Hn..........
.P,T. :Driving: Dry : Moist,:
Blows :Energy :Density:Content:
Per : Ht/ft: PCF : ~ :
Foot: : : :
ReI.
Coop,
~
.
I I I I
I I 1 I
I I I I I
"'H___'"_''~'H''' ..........__..~H... .................. ....,... ............... I
I I I I I
I I I I I
I I I I I
............ ..... ..............................--............. ....._...........1
I I I I I
I I ! I I
1 I I I I
_._......_......................H"....l........... .......... ...... ..I
I I I ! I
I f I I I
I I I I I
---.......-.................... ............... ...........,j,................................H............. .... I
I I 1 I I
! I I I I
I I I I I
..............H..__....._......H..........._........._....._l......__...._................_.......... I
I I I I I
J I J I I
I I I I I
h.....__...............................H._..........._._.................__................__....". I
I I I I 1
I I I I f
I I 1 I I
..w..~........~",.........w..j,u.......w.w.w.w_...+_m.w_.w.......u.4.......w_.w.w.w.... I
I I I I I
I ! I I I
I I I I I
_w_.u._.4__....w..u..u......~__.ww....u_....j"..._u._..._.....4w..w...........w...... t
57: : : : :
I I I I 1
_w._..__w......I.........w ....w....u.~"w....w...w.w........4.ww........u.u........~..w... ,........... I
I I I I I
J I I I I
I I I I I
..........._._.....~.....w.w..... .._....4........_....u........~ "'~.........,..<............ !
I I I I I
, I f I I
I I I I I
...__..w~u,_.._........_...~.u..w...w... ...4......_.............u..~... .... j
I t I I I
I t I I I
1 I I I I
_._.__......w..w................4w.. ................ .......~...................".... I
I 1 I I I
I I I I )
I I I 1 I
....--.. ...........w..~...............w_..,...~,....w.................". .... I
I I I I I
I I I I I
I I 1 J I
._~....................u..u....... .."...._.w...4._....u,...............~....u.m_".......... I
lIt 1 I
I 1 I I I
I I I I I
............_.......I..............._........~...._...................4........._..........w..................w..w_.!
I I 1 I J
I I , I I
I I 1 I I
_...._..._..4..........................................w..w.......".._..........u.......j....................,..... I
t I I 1 1
I I I I I
I I I I I
u......._.........~w"_,_......._......."..._.__...-l......_..........,,........_.......",........ I
I I I I I
I I , 1 I
I I I I I
......".._.._.......w.u................w......... .......4....,....................... ....1
I , I I
I I I I
I I I I
...........w ..........~u......... ......... . I
I I I (:-!!IP.::
I 1 I I.....
I I I 1
............ ......m.... .....~ ................. I
I I I I
I ! I I
I I I I
....... .....~ ..................... .. I
I I I I
I f I f
1 I I I
........................... ............1...........................1..... .."..,.
I 1 I I
I I I I
I I I I
l .,.....................~.........l ..... I
.
.
.
.
.
36:
t
,
.........._..w...........
,
,
,
.............-.....
,
,
,
..._..w.........w
,
,
,
.....
,
,
,
u...............__...
t
.......w.._................................................w...""..................~".............".".........
~
F
e
e
t
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
4D
41
42
43
H
45
46
FILE NUHBER: S-8976
80RfNG NUHBER: I
RPT, NO,: 5266
Visual Classification
TsKTij";;y:b;o~o--~iTtifTo~-;anT~Tih'a-T;.-ce-oT~l;y~-"o-lst-;nr---
very dense
- seaas of saody silt with clay below 34,0 feet
beconing saturated with seaas of fine to coarse sand with
gravel at 42,5 feet
I
,
I
'___J
... ...................--. -...---..--................................. ..u.............M..............w....................w .........._...................................._..._w..................
Log Continued on Next Page
Enclosure 2, Page 21
Rpt. No.: 5266
File No.: 5-8976
&,,7/
.
PROJECT: Tract No. 28553
PROJECT LOCAT[ON: Teoecu[a, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/31/97
.
r_H.H___H_WH..__._H._H._..............................
.P.T. :Driving: Dry: Koist.:
Blows :Energy lDensity:Content:
Per :Ht/ft: PCF : X :
Foot: : : :
ReI. F
Coop, e
X e
t
.
, "
, "
I I ( I I
'H_'H"H'_'_'~''''H'M'''''_'H'H~'''_H'H'H''''H''''~'H'''''''''''''_'''' ........." .............. I
I t I I I
I I I I I
I I I I I
.."'''".._".".."......,,.......,__...~.._.._.............l..................... ............ .......... I
I I I I I
I I I f I
I I I I )
..."_"'"...__~.......,......_.........................._......j.............. ............ ...." I
I t t I I
I I I I I
I I I I I
........_..--l........"...__._.1._....................l............._...........1........_.............. I
I I I I I
I I I I I
I I I I I
.....__.....l.......__.__._l....__..............j................._......,.......................... I
35: : : : :
.
:.
.
.
.
.
.
.
47
18
19
50
51
F[LE NUNBER: S,8976
80R[NG NUN8ER: 1
RPT, NO,: 5266
Visual Classification
..,."...................................~.~........"."...R....._.."M..~.M.M..._ ......."...M........_..H_H..H..R__"......
Total Depth at 51.5 Feet
Free Ground.ater Encountered at 42.5 Feet
Enclosure 2, Page 22
Rpt. No,: 5266
File No.: 8-8976
/>.."7
.
PROJECT: Tr.ct No, 28553
PROJECT LOCATION: Te.ecul., C.liforni.
ENCLOSURE NO,: 2
DATE OF TESTS: 12/31/91
.
,p, T,
Blows
Per
Foot
:Driving: Dry : Hoist.:
:Energy :Density:Content:
: Ht/ft: PCF : ~ :
, , ,
, , ,
ReI.
Coop.
~
FILE NUHBER: S,8916
80RING NUHBER: 2
RPT, NO,: 5266
.H.w.............._._........__..__._.___........__..._..."..._.........................................."..........................
F
e
e
t
Ground Surface Elevation: 1078,0
Visu.1 Cl.ssific.tion
....-...........--........-.----.-....--.......--.......................................-...........".-....................-.-...---..--
.
1 I ( I
I . I I
I I I I I
--..--........ ...~.....".. .....~...._.._."...".....j,....._.......... ..... I
. I I r I
f I I I I
....~......... ...,L.2.~ ........1.0..~....".".,2.L.1..~.........."....~.:::..~.:
r I I I I
I I I I I
I I I , I
......................j,....."....... ..........,............ ............,.......... ..~.........""........ .. J
I I J I I
. I I I J
,....._..'.L'..mJ..5:_109:mJL,U....'..'.m..,a.a :
I I 1 I I
I I j I I
I I I I I
~"",........ ..,.......,... ......H.....'. ..."._._..__.J,M""~'_M"""'"'' 1
1 1 I I I
1 I 1 I 1
-,_..J..,._...J.,1~.,._.,._LO'9L,JUL_,_._.8.a :
I I 1 I 1
I 1 1 1 1
I I 1 1 I
M___--".____......J,_.._...~._.,,--1-.._.__._.._~......_...M__ f
7: : : : :
1 I 1 1 1
_M..---Io.__.M.._._...._....._....___,.___..............._..._....oI
1 I I I 1
1 I I I 1
1 I 1 1 1
_._...j"........_--...-,.................~_...J,...........__.~I-.__.~......M....l
I 1 1 1 1
I 1 1 1 I
I 1 1 1 I
..-...-..--..,...... ~......................"..~....~.........._"..........~........."."......I
1 1 I 1 1
1 I I I 1
__l__..._J..f..!L..............:..::.:.~_.._..lL.5..~.....~_._..:.:.:-. :
I 1 1 1 I
I 1 1 1 I
1 1 lit
.-.--.,.- ...~"...........~...-....I._........_._.......~........._........... 1
13: : : : :
1 1 I I 1
_.-._-....~...."....._...._....,........".......~.......,......~._.~..__.,..~_....~....,,_~. 1
! 1 I 1 1
1 1 II!
I 1 I 1 I
....____1-............._...._.............. ...I...........M.................~........_......_" f
1 1 I I 1
I I 1 I 1
. I 1 I 1
....-._..j...........~.~.....~....,....._.~._.......",..".......__..__'........M_.~.... 1
" 1 1 1 I
1 1 1 1 I
1 1 1 1 I
__..._--"..........................,...................,......,......."...."...."....4..."".............~."I
1 I . 1 1
1 I I 1 1
1 1 1 I 1
._...__._,........_..._....._~.......~..........."..~~..M..........__..._,."........._..._.... I
1 I, 1 1 1
, I' 1 1 1
I 1 1 1 I
..._._._........j...........".....M.._..'........_....~.........I............."............1-.........._.......... I
t 1 lit
1 1 f 1 I
1 1 I I I
...-..........j...-......~._........,..........................~..........................,......................... 1
1 . 1 1 I
1 I I I 1
1 1 I I 1
........1. .1. .., ..........1. ..I
1 lit 1
J I 1 I 1
1 I 1 1 1
.._............_....1...........................,..... ...., ..........~..I....._....."._._... 1
24: : : : :
1 1 1 1 I
~_.....~.__..j.---_..._..,.. ................I......................._.I-._.._....~.........,
1 1 II!
I I I 1 I
1 1 1 1 I
.~-._---..I........_._.__~ ...........1............... ....I..~.~......_.. 1
.
.
.
.
.
.
.
.
/
lOR] 21 inches of ..nure
......................"'.............._.__....__.-........_.....~.
/ .'
/
':"..;<"':-.;-~.,':....
'.(.: .:..,~
,
.~. . ','
I SC i'Gt;i=-bro-.;n-cT.yeyfT~e';ar;d;;ihses;;'-ofs.iTty-s..nrand---
s.ndy silt, wet .nd loose, FILL
3/.,.
. . .~ .
.'
..........
.:(.:.:.<'
'./.'
5 .,..:-./::..
....
6 /. ....
./ .'.>': '.'
1
........
~'.: ....: .: . .
I SH I Lightb;o;ii-siTt-y.lr,;e-to-iiediu-;;..,..Tid~-por-o;;s;.~.et.iir-..---
loose, ORIGINAL GROUND
8
9
10
II
I SC I L ig iit1;:O-Wii-c'l.yey-iT;~-t;;--.e-diuo'sand~."oTst'a:nd-iiediu.'----
dense
12
13
11
, sea.s of fine to coarse sand with silt below 23,0 feet
Log Continued on Nelt p.ge
Enclosure 2, Page 23
Rpt. No,: 5266
File No,: 8-8976
A.tA.
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO,: 2
DATE OF TESTS: 12/31/97
.
.P. T,
Blo.s
Per
Foot
: Driving: Dry : Hoist.:
:Energy :Density:Content:
:Ht/ft: PCF : X :
I I I I
I I I !
ReI.
Comp,
X
.
I I I I I
II! I I
1 I ! I I
'~_'~_~_'~h"~ ................... ....._0.............. ..........j........ . I
I I I I 1
I I I 1 I
I I I I I
.....-........... ..............._......__............H..............4...................... . I
I I I I 1
r I I I I
I I I 1 I
...........HH_.....j.........HU_ .........................._..j._.__."............,... ...._............. I
I I I I I
1 J I I I
I I J I I
.....M_...._.."" .................-.-j.---...............,......_....._.....4................. . I
I I tIt
I I I I I
I I I I I
...........-.-.... ......---.-4...-...-................._."..............4......................... 1
I 1 I 1 I
I r 1 I I
I 1 I I I
-.---..."................-_4._.__.j,___............".'''....._..._...1
J I I I 1
I r I 1 I
I I I I I
......'_.._H....'..............~_.~.~~._.HH...~.M........~~.~~..H~'"m._M.~....H~....M"'...~~ I
I I I I I
I I r I I
I I I I I
H___.__.~.....H~.M....HHH.M~_.H_~......"'~.....M.~.~.....~~._~"..H.H'_~_'M~" I
25: : : : :
t t I I I
.....H..H.._H_.~...... ....~__.H .....H..~..M.M...........H...~.~.H...~.~._M...'H.. I
I I I I I
I I I I I
1 I I I I
.H......_H...._..j...........................~..H.. ........~.................H.......~..... . I
I I I I I
I I I I I
I I I I I
.H.H....._H..j".......H_.H..H......~.. .H.HH.HH.........j".....H.. .............~.H........._H_M.H f
I I I I I
r I I I I
I I I ! I
...._.......j."..........._..........~...~._.........._H..~......................_~.........H.~....._. I
1 I I I 1
I ! I I f
I I I I I
............_...~........H...............~..........M..............~...H_..._~M....~...................._. I
I 1 I I I
I I I I I
I I I I I
_......._._~.................._.....~m_.....__.......j,...M.~_......H.~...~_... ... I
I I I I I
Iff I 1
I I I I I
H......._H_.~....H....................~....M...._.....H......~...... ..~......."".............. I
I I lit
I I I I I
I I I I I
-...._..".....~ .."...H~..~..~._......"'..M.~..~....._......_...M...~.............M...__. I
I I I I I
I I I I I
I I I 1 j
.............--..j. ...............~....~.H..............~.~.....H.H....."__...j.......M._M'M_..... I
I I I r I
I I I I I
I I I I I
..I.... ..M.j......_."~........H~.~.........._.._......,~...............__...... I
31: : : : :
I I I I I
....,l.......................,..j. ...j...........................~........................, I
I t I I I
I I I I )
I I I I I
....~ ..... .......~... H..................... ~.H.......................~ ,.......... .............. I
I I I I I
I I I I I
I I I I I
....j...........................~.....H..."......M......~...._.._.............~~....M . I
I I I I I
I I I I I
I I I I I
........_..........~ ........~....H_..........._...~... ..j... .!
I I I I I
I I I I I
I I I I I
............_....l. ....~..........................~....,..._...............l. . I
.
.
.
.
.
.
.
t
F
e
e
t
26
24
25
27
28
29
30
31
32
33
31
35
36
31
38
39
4D
41
~ 2
o
44
H
46
FILE NUKBER: 8-B976
BORING NUKBER: 2
RPT. NO,: 5266
Visual Classification
TiiLi-DriiiT-ira'y-~~~di-.sITt'-;ith.v.ryT;g-cT.i,--i-oT;,-i--anT;;;i-'----
stiff
I iiiii:ig.iili;.i:';;iiTteTi;;;.'lo co a rs esa.od;-io ist.~lidd~-o;;;.'."
J
...................................H...............____H.....................H......._
Log Continued on Next Page
Enclosure 2, Page 24
Rpt. No.: 5266
File No.: 8-8976
~
.
PROJECT: Tract No, 28553
PROJECT LOCATION: Temecula, California
ENCLOSURE NO.: 2
DATE OF TESTS: 12/31/97
FILE NUHEER: S'8976
BORING HURBER: 2
RPT. NO,: 5266
.
.P. T,
Blows
Per
Foot
:Driving: Dry : KOlst.:
:Energy :Density:Content:
: k-ft/ft: PCF : I :
lIt I
I I I I
". ...................."........................-..--............... ......................-...................-.............."........................................--................
ReI.
Coop,
I
F
e
e
t
Visual Classification
........._.H_..__......"............'''........_....._......__........................,_............................". ................................,........... .................,,_................ ......................"...........
.
, ,
, ,
".___.._L........",...".........~......_........_._~........."._..."......~."............. .......: ~ 7 :::.'
I 1 I I I
J I I I I
,.._...._...1"...,_._....__.~_.._._-1......."_..,,_..~...."_,,_.,,... ... : 4 8 ::..'
1 I I I I
I r I I 1
----..~..._.._...__L...._"..._.....L...___......~.._...........".... .: 49 :::.'
I I I I I
I 1 I I I
_.~.__Lw_w__l___.._J..w_..,,__.._..: 50 ::'. . . . . .
141. : : : : <~<<~
-...-.~..___....____.~_,__......................__.., 51 -::::::::::::: Total Depth at 51.5 Feet
: : : : : :~:::::::; No Free Groundwater Encountered
_..__.._----------_...._........_.._...._....._--~-,_........._..-........--............-..-,....--.....,.............-.......-..-..----..-.....---,---..-..........
.
.
.
.
.
.
.
.
Enclosure 2, Page 25
Rpt. No.: 5266
File No,: 5-8976
I>.,fo
.
.
. 130
~
u
P..
z 120
.
E-
:r:
CJ
&J 110
;;:
E-
. Z
::J
>- 100
Ct:
(:1
. 90
.
.
.
SAMPLE DEPTH
SYMBOL LaCA TION (ll)
0 Boring 1 3,5
0 T-Pit 14 30
[:, T-Pit 16 3.0
0 T-Pit 18 15
.
Remark :
file No,: 5-8976
John R. Byerly
INCORPORATED
.
150
\
\
\, k
\ 0
.kJ 1\ '""..-:A
Y'~\ ~ ::--
~(') \ '?
.A
"\ 0 rc
~ p
'"
~~
~
""
~.
\7~
140
80
70
o
10 20 30
MOISTURE CONTENT IN PERCENT
TEST OPTIMUM MAXIMUM DRY
DESCRIPTION METHOD MOISTURE (,,) DENSITY (pcf)
Light brown t-c sand SP ASTM D 1557 9.2 126.6
Br-gr cl f-c so wlti grSC ASTM D 1557 8.1 131.2
Gr-brn clayey f-c sand SC ASTM 0 1557 9.4 129.6
Light gray clayey silt ML ASTM D 1557 27.4 950
Tracl No. 28553, Temecula, California
COMPACTION TEST
Enclosure 3
Rpt. No.: 5266
1>...'\
.
.
RESIDUAL SHEAR TESTS
.
Test
Pit No.
Depth of
Sample (Ft.)
Angle of Internal
Friction (0)
Cohesion
(PSF)
11
1.5
15
100
.
.
.
.
.
.
.
.
Enclosure 4
Rpt. No,: 5266
File No,: 8-8976
A.~
.
John R. BLlErlLl
INCORPORATED
.
PROJECT:
Tract No. 28553
.
.00
CONSOLIDATION TEST DATA
. .05
~
'"
0
IZ
<:::
.,
w
'"
0 .10
. ;z
v
Z
'0
Cii .15
tJ)
. w
a:
a.
:E
0
0 .20,
.
~ 'iu r'i "-j-j
I ..
t}yAIEJl.4li~Ep ..
'1--+ f-H'
1_ I I 11
..
I .'~
.
~ .
.. .,
'.
,
,
200
500
1,0002,000
5,000 10,000 20,000 50,000
.25
100
It
PRESSURE
lBS. PER SQ. fI.
I
BORINO DEPTH .MOISTURE CON'TENT oilY DENSITY
CURVE ............ FT. SOil BEFORE LBB./CU. fT.
AFTER
TEB T PIT
0 TP-17 5.0 Silty fine to medium sand 2.6 --- 113
b. TP-18 11,0 Silty fine to medium sand 11,2 --- 110
a
.
Enclosure 5
Rpt. No,: 5266
File No.: 8-8976 b.,,~
I
.
.
EXPANSION INDEX TEST DATA
Test Description
.
The sample was moistened such that the as compacted moisture content was between 49 and
51 percent saturation, The moistened sample was compacted into a 4 inch diameter mold in 2
layers, each layer compacted by 15 blows of a 5_5 pound hammer falling 12 inches, The
sample was trimmed to a thickness of 1 inch and placed in a consolidometer loaded with 12,63
pounds, The sample was then submerged in distilled water and the expansion to constant
volume noted.
.
Compaction Dry
Test Depth Moisture Density Expansion
Pit No. (ft.) Content (%) (pet) Index Remarks
.
12 1.0 13.9 116,0 7 very low
.
.
.
.
.
.
Enclosure 6
Rpt. No,: 5266
File No,: 5-8976
jO
4
4
t
t
.
.
.
.
.
.
\l
;0
o
<...
m
(")
;:I
-I
~
III
o
~
Z
o
N
ex>
01
01
W
en
Zlll
./>. W N ~ o 3
.""0
iP
en en en en r-
c c c c 0
0- 0- 0- 0- n
<0 <0 <0 <0 III
~ ~ ~ ~ ~
III III III III 0"
a. a. a. a.
CD CD CD CD ::l
f 'It 'It 'It
w N ~
~
'"
::;: 0
~= III
5'
'" ~
::l
iii'
0
~ CD
"tl
::;: III
~= ::l.
3
CD
~ ::l
~
0
-
-I
~
"" III
~ ::l
en
"tl
0
::l.
::;: III
~= \l ~
CD 0"
~ ::l
n s::
~ ~ ~ "" 1Il
0 0 0 0; ::l CD
- ~
0 0 0 , \l :T
0
III a.
rn N
CD ~ CD CD zrn
0 ~ 0 :;" 0
CD 0 CD CD _N
"<0
en N
~
CD ex> CD CD CD i" -~
~ 01 01 ./>. <
CD ll<>
en w
;;:;" 0
ex> ~ ex> ex> ... 1Il ~
./>. ~ ~ N Cl> ..
~ 01 01 Cl W
W ex> w Cl 0
Cl ./>. N 01 Ul
N ex> 01 N 0
./>. W ~ W ...
0
ex> ex> N CD 0
W W N '"
CD 0
Cl N CD 0
men
~ ~ N N ..Q1lI
~ W W N 5.::l
:<0.
m m c :!: en en
;0 ;0 >< >< -< 0 III ~
= = ""0 c Ui" 3
< < III 0. C ~ ""0 III
III III ::l III CD c iP
rn - r-
o. ::l ~
C C 0" rn 1Il Z 0
1Il 1Il ::l ::l ;:;: (") 0 :!:
III \l \l '< 0 m
-
~ ., ~ ::l -I
w 1Il -
0 1Il rn 0' CD m
0 rn rn rn ::l ;0
en c :..... -
\l C ., n ~
~ ., 1Il C ~
1Il 0
S" ~ ~ ~ ~
m ""0
>< rn rn .:....
c .::!l ..::: r-
Co c:
III m
:!:
0
::l
~ ~ ~
01 0 Cl ~ ~
0 ~ N
ex> N ~ ~
~ ~ W N N ./>.
W 0 ~ 0 0 W
N W ~ ~
~ Cl W N ~
./>. 0 0 N ~
\9
";om
==-0 ~
CD ~ 0
zzg
o 0 c
:. :. m
en01~
'N
ex>Cl
~Cl
Cl
.
I
I
~
~
.
E.S. BABCOCK
& SONS, INC.
E$TABUSHEOl906
.
48
Client:
John R. Byerly, Inc.
Glenn Fraser
2257 S. Lilac Avenue
.
Bloomington,CA 92316
Client I.D.: B-1 @ 1.0'
Site: TRACT 28553 S-8976
Description:
Matrix:
soil-ag
.
constituent
.
Saturated Resistivity
.
.
I
.
Result
7.3
6100 Quail Valley Court Riverside, CA 92507
P.O, Box 432 Riverside, CA 92502
PH (909) 653-3351 FAX (909) 653-1662
Environmental Laboratory Certification #1156
~.~III;)~~~I~~~B~~I
Date Reported: 01/12/98
Collected By:
Date:
Time:
Submitted By: Scott
Date: 01/05/98
Time: 1140
Method
Date /
Analyst
RL
units
0.1
8-1.10 W.States
1.
260
6600
mV
8M 2580
ohm-em
8M 2520B
0,
NO = None detected at RL (Reporting Limit). RL units same as result_
cc:
Results reported in ppm expressed on air-dried soil basis.
.
t
E.
Enclosure 8
Rpt. No,: 5266
File No.: 8-8976 ?'V
.
.
.tittt_ttttt**,******.***.***.**..,.*......
. .
. PErILZ - IBH-PC ViRSIOU .
.
* PEnetration resting And L iquef act ion ~
* An Interactive COllputer Prograll
.
.
.
.
Progm By: Alberl T, F, Chen,
ij,8,G,8., O,8,V,8,
.
· Progr.. Adapl.d 10 Bun on IBH,PC by:
. Tholls F, Bla.., C,B.G., P.8.
. 8.pl..b.r 12, 1986
. .
tiiff'itt***************,****,...********,.
.
.
Tracl 28553 ' Boring I
The site consists of layers .{ deplbs, saturated and vet densities:
50.0 !11I 135,0 (pcC! 125,0 Ipcll
Inpul .q, .ag,' 1,00 Hal, ace. ' 1,00 g
Oesign ground .,l.r table d.pth , 10,0 It.
Tesling ground ..ler table deplh ' 42.5 It.
8PT h,..er efficiency assigned, ,80
Count Oeplh Design stresa Ipsl! Tesling slr.ss Ipsll 8PT blo. Fine/gravel ~elart
(fll effective lolal etrective lolal count content
I 6,0 150,0 750,0 750,0 750,0 16,0 ,OJ
2 10,0 1250,0 1250.0 1250,0 1250,0 16.0 ,25
3 20.0 1916.0 2600,0 2500,0 2500,0 11,0 ,25
( JO,O 2102,0 3950.0 3750,0 J150,O 57.0 ,JO
5 lO,O 3428.0 5300,0 5000,0 5000.0 36,0 .35
6 50,0 mu 6650,0 5851.0 6325,0 35,0 ,30
Gount Oeplh Hodified Relative fn-si tu Liquefaction Factor Pore press. Correction
1ft! be, HI density stress ratio stress rotlo oC ..Cety r.tlo .potled
6,0 28.8 ,19 ,6l .43 ,66 1.00 shallow
10,0 26,7 .76 ,6( 1.99!UA/ U9!W .00 shallow
10,0 20,9 ,68 .81 .(1 ,58 1,00
JO,O 59,J 1.00 ,8B 1.991UAj U91NAI .00
lO.O 32,( .82 .87 1.99 I NAI U91NAI .00
50,0 18,9 ,79 .81 1,991NAj U91NAI .00
f * NA ~ /riot a.ppl icable or nol accurate U
.
.
.
.
.
Enclosure 9, Page 1
Rpt. No,: 5266
File No,: 5-8976
.
97
.
.
tit.tttttt*.t.,**"*.**..".,.,,.*,..,.,.,.
. .
. PETAL2 - [BM,PC VERSION .
. .
. PEnetration Testing And Liquefaction. *
* An Interactive Co.puler Progru *
. .
. Progm By: Alberl T. p, Chen,
. U,S,G,S., D.E,v.g, .
. .
. Progm Adapled to Run on lBM,PC by: .
. Thoaa, P. Blate. C,E.G" p,g, .
. Sepl"ber 12, [9R5 .
. .
titt*.tt.t.t**.t.*.,.*."..*.*,...,,*.*,.*.
.
I
.
Trael 28553 - Boring 2
The site consists of layers vi deptbs, saturated and wel densities:
50,0 I II' [35,0 Ipef' 125,0 (pefl
. [npul eq. lag" 7,00 MaI, ace. ' 1.00 g
Oesig. groUDd valer table deplh ' 10.0 II,
Testing ground valer table depth' 52.0 ft.
SPi hailer efficiency assigned: ,80
. Count Oeplb Oesig. slress Ipsfl Tesli.g slrm (p,fl SPT blov PiDeigravel Ruark
!fll eCfective l.tal effective tolal count conteol
I 6,0 750,0 750,0 750,0 750,0 7,0 .35
2 11.0 1322,6 1385,0 1375,0 [375,0 IJ.O ,35
3 20,0 1975,0 2600,0 2500,0 2500,0 24.0 .35
. 4 30,0 2702.0 3950,0 3750,0 3750,0 25,0 ,85
5 .0.0 3428,0 5300,0 5000,0 5000,0 31.0 ,85
6 50,0 4154.0 6650,0 6250,0 6250.0 14,0 .01
Count Oeptb Modified Relative In-situ Liquefaction Factor Pore press. Correction
I ft I he, NI density stress ratio stress ratio of safety ratio mlied
.
I 6,0 12.6 ,52 ,6. .24 ,37 1.00 sballov
2 11.0 20,8 ,68 ,67 ,64 ,95 1.00
3 20,0 29.5 ,79 ,81 1,991NAI U91NAI .00
4 30.0 25.0 ,75 ,88 1.991NAI U91NAI ,00
5 40,0 27.9 .77 .87 1.991NAI U9(NAI ,00
. 6 50,0 59,0 1.00 ,82 1.991NAI U9!NA' ,00
.. NA : Hot appJ icabJe or nol accurate II
.
,.
Enclosure 9. Page 2
Rpt. No.: 5266
File No.: 5-8976
.
~
.
9L6S-S :ooN al!:!
99(;S :"ON 'ld~
~ a6ed 'O~ aJnSOpu3
77
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STABILITY OF STABILIZATION FILL
.
Small Wedge, bounded by A-B-C-D
.
Driving Wedge: L = 31,0'
C = 0,10 ksf
o = 150
a = 170
wt.= 17,1k1ft
.
Resisting Force (Rf) = wt. cos a tan 0 + LC
= 17,1 klft cos 170 tan 150 + 31.0'(0,10 ksf)
= 7.5 klft
.
Driving Force (Of) = wt. sin a
= 17,1 klftsin 1]0
= 5,0 klft
.
Resisting Wedge: L = 12.0'
C = 0.20 ksf
o = 350
a = 00
wt, = 5.3 klft
} Assumed for compacted fill
.
Resisting Force (Rf) = wt. tan 0 + LC
= 5,3 klft tan 350 + 12,0'(0.20 ksf)
= 6,1 klft
. Safety Factor ~Rf
=
= ~ Of
= 6.1 + 7,5 cos 170
5.0 cos 170
.
= 2.8
.
.
Enclosure 10, Page 2
Rpt. No.: 5266
File No.: S-8976
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STABILITY OF STABILIZATION FILL
.
Large Wedge, bounded by A-E-F-G
.
Driving Wedge: L = 71.2'
C = 0.10 ksf
o = 150
a = 170
wt, = 75.3 k/ft
.
Resisting Force (Rf) = wt, cos a tan 0 + LC
= 75.3 k/ft cos 170 tan 150 + 71,2'(0.10 ksf)
= 26.4 k/ft
.
Driving Force (Of) = wt, sin a
= 75,3 k/ft sin 170
= 22,0 k/ft
.
Resisting Wedge: L = 17.2'
C = 0,20 ksf
o = 350
a = 00
wt, = 9.8 k/ft
} Assumed for compacted fill
. Resisting Force (Rf) wt, tan 0 + LC
=
= 9.8 k/ft tan 350 + 17,2'(0,20 ksf)
= 10.3 k/ft
. Safety Factor = L Rf
= LDf
= 10,3 + 26.4 cos 170
22,0 cos 170
.
= 1.7
.
.
Enclosure 10, Page 4
Rpt. No.: 5266
File No.: S-8976 ~
~0l')
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SUGGESTED SPECIFICATIONS FOR CLASS II BASE
.
Sieve Size
Percent Finer Than
1 Inch
100
.
:y. Inch
90 - 100
NO.4
35 - 60
.
No. 30
10 - 30
No,200 2-9
.
Sand Equivalent (Minimum) 25
"R" Value (minimum) at 300 psi 78
. Exudation
.
.
.
.
Enclosure 12
Rpt. No,: 5266
File No,: S-8976
f.P
.
GARY S_ RASMUSSEN & ASSOCIATES. INC./ENGINEERINGGEOLOGY
- ..., .,..".,~....... ....:-.;.-- ~~~tr;,1l1I
1811 COMMERCENTER WEST. SAN BERNAROINO, CALIFORNIA 92406 . (909) 888,2422 . FAX (909) ,886-6606
.
.
.
ENGINEERING GEOLOGY INVESTIGATION
TENTATIVE TRACT NO. 28553, LOTS 1-68
SOUTHEAST OF
MARGARITA ROAD AND NORfH GENERAL KEARNY ROAD
TEMECULA, CALIFORNIA
.
January 14, 1998
Project No. 3276.1
.
.
.
.
Prepared For
.
John R. Byerly, Inc.
2257 So. Lilac Avenue
Bloomington, California 923 16
.
Enclosure 13, Page 1
Rpt. No.: 5266
File No,: 8-8976
~\
.
GARY S. RASMUSSEN & ASSOCIATES. INC. / ENGINEERING GEOLOGY
-
~~ra
1611 COMMERCENTER WEST. SAN BERNAROINO. CALIFORNIA 92406 . (909) 688,2422 . FAX (909).886-6606
.
January 14, 1998
.
John R. Byerly, Inc.
2257 So. Lilac Avenue
Bloomington, California 92316
Project No. 3276.1
Attention:
Glenn Fraser
.
Subject:
Engineering Geology Investigation, Tentative Tract No, 28553, Lots 1-68,
Southeast of Margarita Road and North General Kearny Road, Temecula,
California.
Reference:
Preliminary Geologic Hazards Feasibility Evaluation, Tentative Tract No.
28553, Lots 1-68, Southeast of Margarita Road and North General Kearny
Road, Temecula, California, Our Report Dated November 21, 1997, Project No.
3276.
.
.
An ,~ngineering geology investigation of Tentative Tract No. 28553, Lots 1-68, has been
conducted in accordance with your request. The site is located southeast of the intersection
of Margarita Road and North General Kearny Road in Temecula, California. Our initial
evalUation identified potential geologic constraints with respect to development of the site,
based on a review of published geologic literature and preliminary review of stereoscopic
aerial photographs, The purpose of our current investigation was to relate general geologic
conditions of the site to future residential development. A 100-scale tentative tract map,
prepared by Lohr + Associates, Inc., dated August, 1997: was used inour investigation. The
approximate location of the site is Shown on the index map on page, 2.
.
.
.
No grading plans were available at the time of our investigation, The referenced tentative tract
map indicates that the site will be developed with single family residences. The~ap suggests
that cut slopes approximately 20 feet in maximum height and fill slopes approximately 25 feet
in maximum height are proposed associated with development of the site.
.
.
Enclosure 13. Page 2
Rpt. No.: 5266
FileNo.: 8-8976
Cp'l-
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I
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INDEX MAP
Gary S. Rasmussen & Associates,lnc.
John R. Byerly, Inc. - Tent. Tract No. 28553.
Temecula, California
. CDMG Base Map: 1" - 2000' scale
Alquist-Priolo Earthquake Fault Zone Map
Murrieta 7Y> minute Quadrangle;
T7S R3W Sec. 36
.
.
~
-N-
~ 0 2000' 4000'
I , I
.
.
.
.
.
.
~
2
(o'?
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
SITE INVESTIGATION
.
A geologic field reconnaissance of the site and surrounding area was conducted on January
13, 1998. In addition, our investigation included review of stereoscopic aerial photographs
flown in 1938, 1974, 1980 and 1983; review of pertinent geologic literature and maps,
including reports in our files on nearby projects; and review of significant seismic information,
including historic seismic activity. A list of aerial photographs reviewed and references cited
in this report is included as Enclosure 1.
.
.
SITE DESCRIPTION
.
The approximately 22-acre site is located immediately east of Margarita Road and southeast
of North General Kearny Road in Temecula, California. At the time of our investigation, the
site was occupied by weeds, grass, brush and trees. A north- to northwest-facing cut slope
approximately 30 feet in maximwn height and inclined up to 1/2 horizontal to I vertical was
observed in the central portion of the site. Evidence for significant sloughing and erosion of
cut slopes on the site was observed in the field. The ground surface on the site slopes
downward toward the northwest at an overall rate of approximately 9 percent. Total relief .
across the site is approximately 58 feet. The northern portion of the site lies within an
unnamed, west- to southwest-trending drainage. The active channel associated with this
drainage is located approximately 100 feet northwest of the site.
.
.
.
Review of the aerial photographs indicates that the site was formerly occupied by a dairy, An
abandoned residential structure and associated outbuildings were observed in the southeast
portion of the site. Paved access roads and concrete pads were observed in the western,
southern and central portions of the site, Review of the aerial photographs indicates that the
southwest portion of the site was formerly occupied by at least two large structures, Evidence
.
3
GARY s_ RASMUSSEN & ASSOCIATES
Enclosure 13. Page 4
Rpt. No,: 5266
File No_: 8-8976 ~
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
for large barns or sheds were observed in the central portion of the site, Intact and broken
pads suggest that numerous additional structures formerly occupied the central and eastern
portions of the site. Geologic field reconnaissance and review of the aerial photographs
indicate that the central and northern portions of the site were formerly occupied by settling
ponds. Geologic reconnaissance of the site and exploratory soil test pits placed on the site by
John R. Byerly, Inc., in December, 1997, encountered significant quantities of organic
materials within these former ponds (Glenn Fraser, John R. Byerly, Inc" written communica-
tion; January, 1998). Evidence of significant quantities of fill and debris was observed in the
western, eastern, northern and central portions of the site. End dumped fill occupied the
northwest portion of the site. Fill levees are associated with the former settling ponds in the
central and northern portions of the site.
.
.
.
Evidence for an abandoned septic system was observed in the northwest portion of the site.
One pit, approximately 4 feet in diameter and lined with bricks, was observed to be filled at
the time of our investigation. A second pit, approximately 3 to 4 feet in diameter and open
to the surface, was measured to be 35 feet in depth at the time of our investigation. No
standing water was observed associated with either of these pits in the field.
.
.
. ...
Existing' residentiar . structures were observed immediately. east and southeast of' the site.
Grading for an apartment complex was in progress immediately south of the site during our
geologic field reconnaissance, Land west, north and northeast of the site was vacant at the
time of our investigation.
.
SITE GEOLOGY
.
The site is located on a large structUral block of land known as the Perris Block. The Perris
Block is part of the Peninsular Ranges Geomorphic Province, The Peninsular Ranges
4
GARY S. RASMUSSEN & ASSOCIATES
Enclosure 13, Page 5
Rpt. No,: 5266 6
File No:: 5-8976 Q;
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
Geomorphic Province extends north to the base of the San Gabriel Mountains and south into
Mexico to the tip of Baja California. The Perris Block is bounded on the northeast by the San
Jacinto fault, on the north by the Cucamonga fault and the San Gabriel Mountains, and on the
southwest by the Elsinore fault and the Santa Ana Mountains. The block is considered to be
relatively stable compared to the subsiding San Bernardino Valley Block, which is bounded
by the San Andreas and San Jacinto faults.
.
.
The site is located approximately 1/2 mile northeast of a large structural trough or graben that
has formed along fault segments of the Elsinore fault zone. The Elsinore Trough represents
a downdropped block of basement rock overlain by approximately 3,000 feet of Pleistocene-
and Holocene-age sediments. The Elsinore Trough is bounded by various fault traces of the
Elsinore fault zone. The Elsinore 'klley may contain as many as eight tilted fault blocks,
only one of which is exposed at the surface (California Department of Water Resources, 1981).
.
.
Most of the site is underlain by the Pauba Formation oflate Pleistocene age (Kennedy, 1977;
Greenwood and Morton, 1991). The Pauba Formation consists of highly cross-bedded,
channeiled and filled siltstone, sandstone and conglomerate interbedded with fanglomerate and
mudstone (Kennedy, 1977). These materials were deposited in a fluvial environment similar
to the current depositional environment. Surficial materials on the site consist of silty sand,
coarse-grained sand and minor gravel.
.
.
Kennedy (1977) mapped alluvium of Holocene age in the northern portion of the site. These
younger alluvial materials are associated with an unnamed, west-trending drainage coincident
with the northern portion of the site. These younger alluvial materials consist of silt, sand and
gravel. Exploratory soil test borings placed in the northern portion of the site by John R.
Byerly, Inc. in December, 199.7, encountered loose silty sand to depths of approximately 8 to
II feet and firm to dense silty sand below this depth (Glenn Fraser, John R. Byerly, Inc.,
written communication, January, 1998).
.
5
QARY S, RASMUSSEN & ASSOCIATES
Enclosure 13, Page 6
Rpt. No.: 5266
File No_: 8-8976 Ch
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.
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, TemecuIa
Project No. 3276. I
.
Review of the aerial photographs, site reconnaissance and exploratory soil test pits and borings
placed on the site by John R. Byerly, Inc, indicate that the northern portion of the site is
underlain by significant amounts of fill associated with former grading on the site.
.
SEISMIC SETIING
.
Three northeast-trending lineaments with topographic expression were observed in the
immediate vicinity of the site. The closest of these lineaments is coincident with the southeast
comer of the site. Geologic inspections conducted associated with grading south of the site
found evidence for northeast-trending faulting associated with this lineament. Two northeast-
trending lineaments are associated with linear valleys approximately 500 'feet north of the site.
The southwest projection of these lineaments would traverse the northwest portion of the site.
However, no evidence for the continuation of these lineaments onto the site was observed on
the aerial photographs reviewed, The northeast trend of these features is not coincident with
the current tectonic regime in this area. No geomorphic expression of active faulting
associated with any of these lineaments was observed on the site, in the field or on the aerial
photographs reviewed. These lineaments may coincide with fracturing, bedding and/or older
faulting. None of these lineaments are considered to represent significant seismic risks to the
site from either a seismic shaking or ground rupture standpoint.
.
.
.
.
Kennedy (1977) and Greenwood and Morton (1991) showed an unnamed, northwest-trending
fault located approximately 1,500 feet southwest of the site. Jennings (1994) and Ziony and
Jones (1989) did not show this fault. Kennedy (1977) and Greenwood and Morton (1991)
showed this fault only within materials of the Pauba Formation, This fault may be an older
branch of the Elsinore fault zone in the vicinity of the site.
.
6
GARY s. RASMUSSEN &: ASSOCIATES
Enclosure 13, Page 7
Rpt. No,: 5266
File No.: 8-8976 (O~
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John R. Byerly, Inc.
January I4, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
,
The Wildomar branch of the Elsinore fault zone is located approximately 3,500 feet southwest
of the site. The Elsinore fault zone extends southeast into Mexico (Biehler et aI., 1964). The
Elsinore fault separates the Santa Ana Mountains from the Temescal Basin on the Perris
Block. Subsurface investigations by Rockwell et aI. (1986) have shown that the Elsinore fault
is active and may have a recurrence interval of approximately 250 years for large earthquakes.
.
.
The Murrieta Hot Springs fault is located approximately 2 1/2 miles north the site (Mann,
1955; Kennedy, 1977; Jennings, 1994). Kennedy (1977) mapped the Murrieta Hot Springs
fault as displacing geologic materials of late Pleistocene age but as not offsetting geologic
materials of Holocene age. Ziony and Jones (1989) and Jennings (1994) showed the Murrieta
Hot Springs fault as a potentially active fault. The Murrieta Hot Springs fault may be capable
of generating moderate to large earthquakes during the lifetime of the proposed development.
,
Northeast-trending faulting associated with the Agua Caliente faui! zone is located
app~oximately 7 miles southeast of the site. Jenning~(1994) showed this northellSt~trending
. .
fa~lting as potentially active faulting. Ziony and Jones (1989) do not show any faulting
associated with the Agua Caiientefault zone as pote~tially active faulting. Riverside County
(1989) included northeast-trending faulting associated with the Agua Caliente fault zone within
Fault Hazard Management Zones associated with potentially active faulting.
.
.
The west-trending Lancaster fault is located I3 miles southeast of the site, Jennings (1994)
show~d the Lancaster fault as a potentially active fault. The Lancaster fault is included by
Jennings (1994) in the northern portion of the Agua Caliente fault zone.
.
The northwest-trending Aguanga fault is located approximately 14 miles southeast of the site,
Ziony and Jones (1989) did not show the Aguanga fault. However, Jennings (1994) showed
the Aguanga fault as a potentially active fault. The Aguanga.fault is included in the northern
.
7
.
Enclosure 13. Page 8
Rpt. No.: 5266
File No.: 8-8976 ~
GARY s. RASMUSSEN & ASSOCIATES
.
I
I.
John R, Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
portion of the Agua Caliente fault zone, The Aguanga fault forms the northeast boundary of
the Palomar Mountains.
.
The northwest-trending Hot Springs fault is located approximately 16 miles southeast of the
site. No historic earthquake epicenters have been attributed to the Hot Springs fault (Real et
al., 1978; EPI SoftWare, 1998), The Hot Springs fault may be an older branch of the Agua
Caliente fault zone, Jennings (I 994) indicated that the Hot Springs fault showed no evidence
for displacement during Quaternary time.
.
The northwest-trending San Jacinto fault, located approximately 20 miles southeast of the site,
is considered to be the most active fault in southern California (Allen et al., 1965). Trenching
in very young alluvium across the San Jacinto fault has confirmed very recent episodes of fault
rupture. The San Jacinto fault is characterized by right-lateral, strike-slip movement.
.
.
The northwest-trending Newport-Inglewood-Rose Canyon fault is located approximately 29
miles southwest of the site. The Newport-Inglewood-Rose Canyon fault is characterized by
right-lateral, strike-slip movement. However, the fault is also responsible for the uplift of
several hills, including the Baldwin Hills, Dominguez Hills, Signal Hill, Bolsa Chica Mesa,
Huntington Beach Mesa and Newport Mesa (Toppozada et al., 1988), The Newport-
Inglewood fault was responsible for the M6.2 earthquake of 1933 in the Long Beach area
(Barrows, 1974; Hauksson, 1987).
.
.
Matti et ai, (1992) incorporated faulting shown by Allen (1957) and Dibblee (1970, 1982)
with a series of reverse and wrench faults between Beaumont and Cabazon, and included these
faults together as the San Gorgonio Pass fault zone. The San Gorgonio Pass fault is a
generally west-trending fault located approximately 32 miles northeast of the site,
Unpublished mapping conducted independently be Jon Matti (U.S. Geological Survey), Kerry
Sieh (California Institute of Technology), Jim Dolan (University of Southern California), and
.
8
GARY $. RASMUSSEN ok ASSOCIATES
Enclosure 13, Page 9
Rpt. No,: 5266
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John R, Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
Jerry Treiman (California Division of Mines and Geology) show minor differences in the
location and orientation of specific portions of the fault. Matti et af. (1992) and Treiman
(1994) included the Cherry 'hilley fault as the northwest extension of the San Gorgonio Pass
fault zone. Jennings (1994) showed the San Gorgonio Pass fault as a potentially active fault
in the Cabawn area. Ziony and Jones (1989) indicated that the San Gorgonio Pass fault zone
showed evidence of Holocene activity. Subsurface investigations conducted by our firm
concluded that the San Gorgonio Pass fault is an active fault in the vicinity of Cabazon
(Rasmussen, March 14, 1994; April 2, 1997). The portion of the San Gorgonio Pass fault
zone east of Sunset Avenue in Banning is included within an Alquist-Priolo Earthquake Fault
Zone (formerly Special Studies Zone), designated by the State of California. The Alquist-
Priolo zone for the San Gorgonio Pass fault was modified by the State in 1995, based, in part,
on the results of our previous subsurface investigation (Rasmussen; March 14, 1994).
However, subsurface investigations by our firm did not fmd evidence for Holocene-age
movement along the portion of the San Gorgonio Pass fault in the Beaumont area_
.
.
.
.
The northwest-trending Chino fault, located approximately 33 miles northwest of the site, is
considered to be a potentially active fault, as evidenced by laterally deflected drainages; low,
east-facing, modified fault scarps; offset of Pleistocene-age or younger(?) alluvium; warping
of paleosols; and the presence of a strong vegetationallineamerit coincident with the suspected
trace of the fault within Holocene-age sediments as observed on aerial photographs taken prior
to the construction of Prado Dam (Weber, 1977; Heath et aI., 1982). The Chino fault is
considered to be a right-lateral fault which is inclined steeplytow~ds the southwest (Durham
and Yerkes, 1964). The Chino fault is part of the Elsinore fa~lt system.
.
.
The Banning fault, located approximately 34 miles northeast of the site, is shown on published
geologic maps as a buried fault trace beneath the Banning Bench (Allen, 1957; Bloyd, 1971;
Dibblee, 1982). The Banning fault is a major structural break between the San Bernardino
Mountains and San Gorgonio Pass. According to Matti et aI. (1992), the Banning fault is an
.
9
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Enclosure 13. Page 10
Rpt. No,: 5266
File No,: 8-8976
\\:)
GARY S. RASMUSSEN de ASSOCIATES
.
,
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276,1
.
ancient feature which was apparently abandoned as a through-going fault in early Pliocene
time but which may have been locally reactivated by Quaternary tectonism. The Banning fault
has been referred to as the south branch of the San Andreas fault. The Banning fault is
considered by the State" of California to be an active fault east of Cabazon where it is included
within an Alquist-Priolo Earthquake Fault Zone. In addition, a segment of the Banning fault
northwest of Cherry Valley is also included within an Alquist-Priolo Earthquake Fault Zone
(Treiman, 1994) and may be related to large earthquakes along the nearby San Andreas fault.
.
.
The active San Andreas fault is located approximately 36 miles northeast of the site. The
location of the main, active trace of the northwest-trending San Andreas fault is evidenced by
vegetation lineaments, fault scarps, springs, linear ridges, and offset drainages. Although the
San Andreas faultis characterizedoveraIl by right-lateral, strike-slip movement, the San
Bernardino Mountains have been uplifted along its trace:
.
A summary of significant faults and their distances from the site is presented in the following
.
table:
FAULT DISTANCE (MILES) DIRECTION
Unnamed 1,500 feet Southwest
Wildomar (Elsinore) 3,500 feet Southwest
Murrieta Hot Springs 2 1/2 North
Agua Caliente 7 Southeast
Lancaster I3 Southeast
Aguanga 14 Southeast
Hot Springs 16 Southeast
San Jacinto 20 Northeast
Newport-Inglewood 29 Southwest
.
.
.
10
GARY S. RASMUSSEN &; ASSOCIATES
Enclosure 13. Page 11
Rpt. No,: 5266
File No.: 8-8976 "\\
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. :3276,1
.
FAULT DISTANCE (MILES) DIRECTION
San Gorgonio Pass 32 Northeast
Chino 33 Northwest
Banning 34 Northeast
San Andreas 36 Northeast
.
.
Other active or potentially active faults are located within the general region, but because of
their greater distance from the site and/or lower expected maximum probable earthquake, they
are less important to the site.
.
SEISMIC mSTORY
.
The accuracy of locating earthquake epicenters is not always sufficient to determine which
fault they are associated with. Estimates of magnitude and epicenter locations for earthquakes
prior to implementation of recording instruments were based on descriptions of the earthquakes
by individuals in different areas. Seismic instrumentation did not become available until about
1932, and these earlier instruments were imprecise. An earthquake epicenter map showing
earthquake epicenters within 25 miles of the site is included as Enclosure 3. The earthquake
locations shown on Enclosure 3 are based on instrument locations,
.
.
Several earthquakes with estimated magnitudes between 6.0 and 6.5 have been located along
the Elsinore fault zone between the Santa Ana River and the Gulf of California during historic
time. The closest and most recent of these larger earthquakes occurred north of Elsinore in
1910. Three earthquakes greater than M6.0 have occurred along the southern extension of the
Elsinore fault zone in northern Mexico since 1932; however, no earthquakes of this magnitude
.
11
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Enclosure 13. Page 12
Rpt. No.: 5266
File No,: 5-8976
,1/
GARY s. RASMUSSEN & ASSOCI..A.TES
I.
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No, 3276.1
.
or greater have been recorded along the northern end of the fault since 1910 (Lamar et ai"
1973).
No significant earthquakes are known to have occurred during historic time along the Murrieta
Hot Springs, Agua Caliente, Lancaster, Aguanga, Hot Springs, Chino or Banning faults,
.
.
The San Jacinto fault has been the most seismically active fault in southern California (Allen
et ai" 1965). Between 1899 and 1995, eight earthquakes of M6.0 or greater have occurred
somewhere along the San Jacinto fault between the San.Gabriel Mountains and Mexico (Lamar
et ai" 1973; Kahle et aI., 1988).
.
A summary of the dates of these earthquakes, their approximate locations, and their estimated
magnitude is presented in the following table:
.
DATE LOCATION MAGNITUDE
December 25, 1899 Anza valley (estimated) 7.1
April 21, 1918 San Jacinto Valley (estimated) 6.9
July 22, 1923 South of Lorna Linda (estimated) 6.3
March 25, 1937 Southeast of Anza 6.0
October 21, 1942 Fish Creek Mountains 6.5
March 19, 1954 East of Borrego 6.2
April 9, 1968 Borrego Mountain 6,5
November 24, 1987 Superstition Hills 6.6
.
I
.
Since 1899, earthquakes on the San Jacinto fault of magnitude 6.0 or greater have occurred
every 5 to 19 years. The earthquakes in 1899, 1918 and 1923 occurred along the northern
portion of the San Jacinto fault; the earthquake in 1937 occurred along the middle reach of
12
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Enclosure 13, Page 13
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
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the San Jacinto fault; and the earthquakes in 1942, 1954, 1968 and 1987 occurred along the
southern portion of the San Jacinto fault (Lamar et ai" 1973; Kahle et al., 1988).
.
No historic surface fault rupture has been reported along any of the faults which cross the San
Gorgonio Pass, At least ten earthquakes with magnitudes greater than M5.0 have occurred in
the vicinity of San Gorgonio Pass since 1935 (Petersen and Wesnousky, 1994). The largest
earthquakes occurred along the San Andreas fault in 1948 and 1986 (Nicholson, 1996; Jones
et ai" 1986).
.
No large earthquakes have occurred along the San Andreas fault in the southern California
area in recent time. This fault has a pattern of almost no movement for long periods of time
(131 years, Sieh, 1984), followed by a sudden release of energy. The last major earthquake
along it in this area was the great earthquake of January 9, 1857, which was centered at Fort
Tejon, north of Gorman. The Fort Tejon earthquake had an estimated magnitude of
approximately M8.0, comparable to the 1906 San Francisco earthquake (Wood, 1955). A
large earthquake that occurred on December 8, 1812, affected a wide area of southern
California and is now attributed to the San Andreas fault in the San Bernardino area (Jacoby,
et al., 1988; Fwnal, et ai" 1993). The magnitude of the 1812 earthquake is estimated to have
been approximately M7.5 (Petersen and Wesnousky, 1994). On December 4, 1948, a large
earthquake occurred in the Desert Hot Springs area. This earthquake was originally assigned
a magnitude of ML6.5 and attributed to the Mission Creek fault (north branch of the San
Andreas fault in this area) by Richter et al. (1958). An evaluation of this earthquake by
Nicholson (1996) placed the Desert Hot Springs earthquake on the Banning fault (south branch
of the San Andreas fault) and revised the magnitude to ML 6,3 (Mw6,2). An earthquake of
ML6,O (Mw6.1) occurred along the Banning fault on July 8, 1986, northwest of the 1948
earthquake (Jones et al., 1986; Nicholson, 1996). Field reconnaissance by our firm found
evidence for surface ground rupture associated with the 1986 earthquake. Other smaller
.
.
.
.
.
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Enclosure 13, Page 14
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GARY s. RASMUSSEN &. ASSOCIATES
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
earthquakes have occurred along the San Andreas fault northwest and southeast of these two
locations,
SEISMIC ANALYSIS
.
.
Significant earthquakes affecting the site may occur on the Wildomar branch of the Elsinore
fault during the life of the proposed residential structures. The Wildomar branch of the
Elsinore fault is considered the most significant fault to the site from a seismic shaking
standpoint, due to its proximity and maximwn probable earthquake. Recurrence intervals for
maximwn probable earthquakes cannot yet be' precisely determined from a statistical
standpoint, because recorded information on seismic activity does not encompass a sufficient
span of time. However, based on information available at this time, it is our opinion that a
maximwn probable earthquake of M7 _0 along the Wildomar branch of the Elsinore fault may
occur. Large earthquakes could occur on other faults in the general area, but because of their
greater distance and/or lower probability of occurrence, they are less important to the site from
a seismic shaking standpoint.
.
.
.
Campbell (I987) presented data that showed a relationship between the distance from a
causative fault and peak horizontal ground accelerations, Based on the data of Campbell for
a M7,O earthquake along the Wildomar branch of the Elsinore fault, located approximately
3,500 feet southwest of the site, the mean value of the peak ground acceleration expected at
the site could be 0.63g.
.
The site is located less than 6 miles from the Wildomar branch of the Elsinore fault.
Therefore, due to the proximity of the site to the Wildomar fault, near-field effects from strong
ground motion associated with a large earthquake along the fault may occur at the site. These
..
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Enclosure 13, Page 15
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GARY s. RASMUSSEN & ASSOCIATES
.
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
near-field effects, including "fling" and directivity of strong ground motion, may result in a
peak ground acceleration greater than l.Og at the site (Campbell, 1987).
.
These accelerations should not be used as design values for insertion in the Uniform Building
Code formulas; rather, they should be considered as an aid in the evaluation of the structural
design of the residential structures to be placed on the site,
.
The epicenter of the June 28, 1992, M7.3 Landers earthquake is located approximately 64
Il).iles northeast of the site. The Landers earthquake sequence has resulted in an increase in
theprobabiIity of a large earthquake on the San Andreas and San Jacinto faults. The Working
Group on the Probabilities of Future Large Earthquakes in Southern California (1992) issued
Phase I of a two phase report \yhich analyzed the effects of the Landers~BigBear earthquake
sequences ,?n the San Andreas fault, the San Jac,into fault. and the Mojave shear zone. Their
report' concluded that the June 28th earthquakes increased the stress toward the failure limit
for the San Bernardino Mountain and Coachella v.llley segments of the San Andreas. fault and
for the San' Bernardino Valley and San Jacinto v.iIley segments of th~ San Jacinto' faUlt,
. .. '.' ,.; ," .' '.,
thereby advancing the tinle to' failure for both faults. .
.
.
.
The 1995 Working Group 3D-year probability for a large earthquake to occur along the San
," .-.
Bernardino Mountain segment only of the San Andreas fault is 28 percent, the. probability for
the Mojave segment of the San Andreas fault is 26 percent and forth~' Coachella Valley
"' -~.' . . . .
segment of the San Andreas fault is 22 percent. The Working Group (1995) modified the
. . 01', . d.
1988 Working Group report, particularly with respect to the San Jacinto fault; ~he probability
ofa large earthquake along' the' San Jacinto fault is 37 percent for the San Bernardino Valley
segment, 43 percent for the San Jacinto Valley segment. of the San Jacinto fault, and 17
.. .
percent for the Anza segment of the San Jacinto fault (Working Group on California
Earthquake Probabilities, 1995). The probabilities for a large earthquake on the northern
portion of the San Jacinto. fault are significantly higher than those presented in the 1988 report.
.
i
.
15
GARY S. RASMUSSEN & ASSOCIATES
Enclosure 13, Page 16
Rpt. No,: 5266
File No,: 8-8976 "\(p
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",' :"~' "
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
The model used by the Working Group takes into account the possibility of "cascading"
earthquakes due to the rupture of adjacent fault segments or multiple fault segments.
.
.
The epicenter of the January 17, 1994, Mw6.7 Northridge earthquake is located approximately
93 miles northwest of the site. The Northridge earthquake has resulted in an increase in the
static stress on a 12 to 25 mile section of the San Andreas fault near Palmdale (Simpson et
aI" 1994). This has resulted in an increase of about 1 to 3 years of tectomc loading by long-
term deep slip on the San Andreas fault (Simpson et al., 1994). The effect of the Northridge
earthquake on the San Jacinto fault or on other sections of the San Andreas fault has not yet
been 'determined. The largest changes in static stress resulting from the Northridge earthquake
occurred on faults in the thrust belts which lie east and west ofNorthridge (Simpson et al.,
1994). The combined effe~tsofthe 1992 Landers lind 1994 Northridge ciarthquakes on major
faults in southern California, such as the San Andreas and San Jacinto faults, has not yet been
estimated.
.
.
SLOPE STABILITY
.
.
Kennedy (1977) and Greenwood and Morton (1991) did not show landsliding on or in the
immediate vicinity of the site. However, review of the aerial photographs suggests that most
. . . '.'
of the site is underlain by ancient, deep-seated, northwest-failing, landsliding. Evidence for
south-failing, deep-seated landsliding was observed by our firm during grading of the tract
immediately south of the site, Geomorphology on and in the vicinity of the site suggests that
ancient landsliding on the site occurred. when climatic and topographic conditions were
significantly different than those that exist on and in the vicinity of the site today. This
landsliding is expected to have occurred under conditions of significantly higher rainfall which
allowed for saturation of the geologic materials, and at a time when drainages associated \\ith
Santa Gertrudis Creek were significantly deeper than they are at the present. Alluvium \\ithin
.
.
16
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Enclosure 13, Page 17
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GARY S. RASMUSSEN & ASSOCIATES
.
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
the drainage north of the site is expected to provide de facto buttressing of the ancient
landsliding on the site.
.
An existing north- to northwest-facing cut slope approximately 30 feet in maximum height and
inclined up to 1/2 horizontal to I vertical was observed in the central portion of the site. This
cut slope exposed geologic materials consisting of micaceous silty sand interbedded with
quartz-rich coarse-grained sand. Kennedy (1977) mapped bedding in the Pauba Formation east
and north of the site inclined at shallow angles to the north. Bedding attitudes measured on
the site indicate that geologic materials in thecentraJ portion of the site are inclined at a
shallow angle (approximately 10 to IS degrees) to the northwest. Proposed northwest-facing
cut slopes are expected to expose out-of-slope bedding components within these materials.
Northwest-facing cut slopes proposed in the central and western portionS of the site may also
expose landslide debris associated with ancient, deep-seated, northwest-failing landsliding.
Shallow failure of this landslide debris may occur during the lifetime of the proposed
development.
.
.
.
The State of California has not mapped seismic hazards as defined by the Seismic Hazards
Mapping Act within the Murrieta 7\12 minute quadrangle as of the date of this report.
However, based on the inclination of proposed cut slopes, proposed cut slope heights and the
character of alluvial materials underlying the site, earthquake-induced landsliding is not
expected on the site.
.
GROUND WATER
.
I
.
I
I
The State of California has not mapped seismic hazard liquefaction zones as defined by the
Seismic Hazards Mapping Act within the Murrieta 7\12 minute quadrangle as of the date of this
report. Riverside County (1976, 1989) showed the northern portion of the site within a
17
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Enclosure 13. Page 18
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GARY S RASMUSSEN"& ASSOCIATES
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John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
potential liquefaction area, However, Kennedy (1977) showed that the depth to static ground
water 1/2 mile west of the site was approximately 75 feet below the ground surface in 1971.
-
No springs are known to exist under the site. Evidence for perched ground-water conditions
was observed on and in the immediate vicinity of the northern portion of the site, associated
with seasonal flow within the west- to southwest-trending drainage immediately north of the
site. An exploratory soil test boring placed in the northeast portion of the site by John R,
Byerly, Inc. encountered ground water at a depth of approximately 42 1/2 feet (Glenn Fraser,
John R. Byerly, Inc., written communication, January, 1998), Review of the aerial
photographs suggests that perched ground-water conditions may be present within younger
alluvial materials on and in the immediate vicinity of the site on a seasonal basis. Ground
water encountered within this exploratory soil test boring is expected to be perched ground
water (Bruce McCauley, John R. Byerly, Inc., personal and written communication, January,
1998). Some perching of ground water may occur following periods of intense or prolonged
precipitation in younger alluvial materials in the northern portion of the site, However, a
second exploratory soil test boring, placed on the site by John R. Byerly, Inc., and a partially
, . ,
lined open pit did not show evidence for standing ground water to depths of 51 feet in the
northwest portion of the site at the time of our investigation. Due to the expected depth to
static ground water and the density of geologic materials, liquefaction is not expected on the
remainder of the site.
-
.
.
.,
I
Current depth to ground-water data are not available in the immediate vicinity of the site from
the California Department of Water Resources (1990). Data from a well located approximate-
ly 1/2 mile south of the site (State Well No. 7S/3W-36MOO) indicate that the depth to ground
wat~r at that location was approximately 263 feet in December, 1996, and 292 feet in, May,
1997 (Western Municipal Water District, 1997). Data from a well located approximately 1/2
mile northwest of the site (State Well No, 7S/3W-25MOI) indicate that the depth to ground
water at that location was approximately 225 feet in December, 1996, and 232 feet in May,
I
18
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Enclosure 13, Page 19
Rpt. No.: 5266
File No,: 5-8976
\1\
GARY S RASMUSSEN de ASSOCIATES
I-
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
1997 (Western Municipal Water District, 1997). Current depth to static ground water beneath
the site is not precisely known, but is expected to be greater than 200 feet.
.
Youd and Perkins (1978) and Youd et ai. (1978) listed the parameters for increased
liquefaction susceptibility as: I) high ground water (less than 33 feet below the surface); 2)
sandy sedimentary deposits; 3) recent age of material; and 4) close proximity to an active
fault. The fourth parameter (shallow ground water) may occur beneath the northern portion
of the site on a periodic basis. Therefore, the younger alluvial sediments in the northern
portion of the site are coilsidered to have a moderate potential for liquefaction from a geologic
standpoint. We recommend that a depth to ground water of no greater than 10 feet from the
ground surface be used for calculating the liquefaction potential of younger alluvial materials
underlying the northern portion of the site, or that loose alluvial materials be removed during
grading to expose materials of suitable density in the northern portion of the site.
-
.
SUBSIDENCE
.
The site is not located within a potential subsidence hazard zone designated by Riverside
County. The site is located approximately 3,500 feet northeast of the potential subsidence
zone shown by the County, Subsidence of the ground surface has occurred in the Murrieta,
San Bernardino, San Jacinto and Antelope Valleys, and in the Chino Basin, The primary
cause of non-tectonic subsidence in these areas has been the removal of large quantities of
ground water from their respective ground-water basins. Subsidence in the Murrieta and
Temecula areas has been generally confined to the portion of the valley between the Wildomar
and Willard branches of the Elsinore fault zone. The site is located approximately 3,500 feet
northeast of the Wildomar fault. Due to the character of geologic materials on and in the
vicinity of the site, the depth to static ground water in the vicinity of the site and the lack of
t
t
.
19
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Enclosure 13, Page 20
Rpt. No.: 5266
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~o
GARY s. RASMUSSEN & ASSOCIATES
I-
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
significant geologic structure on and in the immediate vicinity of the site, subsidence is not
considered to be a potential hazard to the proposed development.
-
Hydroconsolidation of younger alluvial sediments has been documented in the Murrieta area.
Younger alluvium in the northern portion of the site may be subject to hydroconsolidation,
depending upon the presence of shallow ground water. An exploratory soil test boring placed
in the northeast portion of the site by John R. Byerly, Inc. encountered perched ground water
at a depth of approximately 421/2 feet (Glenn Fraser and Bruce McCauley, John R. Byerly,
Inc., personal and written communication, January, 1998). An evaluation of the potential for
hydroconsolidation of younger alluvial sediment in the northern portion of the site falls under
the purview of the project geotechnical engineer.
-
.
FLOODING
.
The site does not lie within a I DO-year flood plain on the Riverside County General Plan
(1989). The closest IOO-year flood plain is located approximately 3,000 feet northwest of the
site associated with Santa Gertrudis Creek (Riverside County, 1989). However, an unnamed,
west- to southwest-trending drainage traverses the northern portion of the site. The active
channel of this unnamed drainage is located approximately 100 feet northwest of the site. No
evidence for recent flooding of the site associated with this unnamed drainage was observed
in the field or on the aerial photographs reviewed,
.,
.
Significailt ponding was observed in the central and northern portions of the site within former
settling ponds at the time of our investigation, In addition, evidence for significant surface
runoff and minor erosion was observed in the western portion of the site. The referenced
tentative tract map indicates that the existing and abandoned ponds on the site will be removed
t
20
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Enclosure 13, Page 21
Rpt. No.: 5266
File No,: 8-8976
~\
GARY s_ RASMUSSEN & ASSOCIATES
"",'
.
. "';
.
John R. Byerly, Inc,
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
during grading. An evaluation of the potential for flooding of the site falls under the purview
of the project engineer,
.
No water reservoirs are located topographically higher than the site in the immediate vicinity
of the site. An existing reservoir/pond was observed approximately 1/4 mile northeast of, and
topographically lower than, the site. Existing topography in the vicinity of this reservoir and
the site suggests that seismically induced flooding of the site due to failure of this reservoir
in the event of a large earthquake is low. Riverside County (1989) showed the northwest
portion of the site in the immediate vicinity of a dam inundation zone associated with Robert
A. Skiimer dam and Lake Skinner. Robert A, Skinner dam is located approximately 6 miles
northeast of the site. An evaluation of the potential for flooding of the site caused by failure
of this dam in the event of a large earthquake falls under the purview of the project engineer.
.
.
MISCELLANEOUS
.
A partially lined open pit approximately 35 feet in depth was observed in the northwest
portion of the site during our geologic field reconnaissance. This pit is located a few feet
northwest of a second, brick-lined pit. The second pit is approximately 4 feet in diameter and
was filled at the time of our investigation, Evidence suggests that these pits may have been
part of a former septic system. The approximate location of these pits should be shown on
the final grading plans for the site, We understand that these pits will be removed during
grading of the site,
.
It
Review of the aerial photographs suggests that the site was formerly occupied by a dairy. Site
reconnaissance encountered significant quantities of organic material within the former ponds
in the central and northern portions of the site. An evaluation of the significance of the
.
21
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Enclosure 13, Page 22
Rpt. No,: 5266
File No,: 8-8976
~~
GARY S RASMUSSEN de ASSOCIATES
.
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
.
organic material on the site with respect to the proposed development falls under the purview
of the project geotechnical engineer.
CONCLUSIONS
.
.
No known faults cross the site and no indicators of fault movement on the site were observed
during the geologic field reconnaissance or on the aerial photographs reviewed. Ground
rupture on the site from surface faulting is not expected during the lifetime of the proposed
development.
Severe seismic shaking of the site can be expected within the nexf 100 years from an
earthquake along the Wildomar branch of the Elsinore fault.
.
.
Evidence for ancient, deep-seated, northwest-failing landsliding was observed on the site on
the aerial photographs reviewed. This landsliding occllITed under conditions of significantly
higher rainfall that allowed for saturation of geologic materials on the site, and at a time when
drainages associated with Santa Gertrudis Creek were significantly deeper than at present.
Alluvium within the drainage north of the site provides de facto buttressing of the ancient
landsliding on the site. Proposed northwest-facing cut slopes in the west and central portions
of the site may expose landslide debris.
.
t
The northern portion of the site is included within a liquefaction area on the Riverside County
General Plan, However, the depth to static ground water is estimated to be greater than 200
feet below the surface in the vicinity of the site. Evidence for perched ground-water
conditions was observed in the northern portion of the site in the field, on the aerial
photographs reviewed, and within one of the exploratory soil test borings placed in the
northern portion of the site by John R. Byerly, Inc, Liquefaction may be a potential hazard
.
22
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Enclosure 13, Page 23
Rpt. No.: 5266
File No,: 5-8976
~b
GARY s. RASMUSSEN & ASSOCIATES
.
.
John R Byerly, Inc,
January 14, 1998
Tent. Tract 28553, Temecula
Project No, 3276.1
i
.
in the northern portion of the site, depending upon the presence of shallow ground water. Due
to the expected depth to static ground water and the density of geologic materials, liquefaction
is not expected on the remainder of the site.
.
The site is not located within a potential subsidence hazard zone designated by Riverside
County. The site is located approximately 3,500 feet northeast of the potential subsidence
zone shown by the County. Subsidence of the ground surface has occurred in the Murrieta,
San Bernardino, San Jacinto and Antelope \alleys, and in the Chino Basin. Subsidence in the
Murrieta and Tem~cula areas has .been generally. confmed to the portion of the valley between
the - Wildomarlli1d Willard branches of the Elsinore fault zone. The site is located
approximately 3,500 feet northeast of the Wildomar fault. Due to the character of geologic
materials on and in the viciIiity of the site; tIie depth to static ground water in the viciIiity of
. . , ":" :."':' ",". ':" .
the site and the lack ofsigllificant geologic structure on ~d in~eimm~~iiate.~cinity of the
site, subsidence is not considered to a potential hazard to the proposed development.
.
.
.
Hydroconsolidation of younger alluvial sediments has been do.cumented in the Murrieta area
Younger alluvium in the northern portion of the site may be subject to hydroconsolidation,
depending upon the presence of shallow ground water. Exploratory soil test borings placed
in the northern portion of the site by John R Byerly, Inc. encountered perched ground water
at a depth of approximately 42 1/2 feet (Glenn Fraser and Bruce McCauley, John R. Byerly,
Inc., personal and Written communication, January, 1998). An evaluation of the potential for
hydroconsolidation of younger alluvial sediment in the northern portion of the site falls under
the purview of the project geotechnical ,engineer.
.
.
.
The site does not lie within a 100-year flood plain on the Riverside County General Plan
(1989). The closest 100-year flood plain is located approximately 3,000 feet northwest of the
site associated with Santa Gertrudis Creek (Riverside County, 1989). However, an unnamed,
west- to southwest-trending drainage traverses the northern portion of the site. The active
23
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Enclosure 13, Page 24
Rpt. No,: 5266
File No.: 8-8976
~
GARy S. RASMUSSEN & ASSOCIATES
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276,1
.
.
channel of this unnamed drainage is located approximately 100 feet northwest of the site. No
. evidence for recent flooding of the site associated with this imDamed drainage was observed
in the field or on the aerial 'photographs reviewed.
.
Significant ponding was observed in the central and northern portions of the site within former
settling ponds at the time of our investigation. In addition, evidence for significant surface
runoff and minor erosion was observed in the western portion of the site. The referenced
tentative tract map indicates that the existing and abandoned ponds on the site will be removed
during grading. An evaluation of the potential for flooding of the site falls under the purview
of the project engineer.
.
.
No water reservoirs are located topographically higher than the site in the immediate vicinity
of the site. An existing reservoir/pond was observed approximately 1/4 mile northeast of, and
topographically lower than, the site. Existing topography in the vicinity of this reservoir and
the site suggests that seismically induced flooding of the site due to failure of this reservoir
in the event of a large earthquake is low.
.
.
Riverside County (1989) showed the northwest portion of the site in the immediate vicinity
of a dam inundation zone associated with Robert A. Skinner dam and Lake Skinner. Robert
A. Skinner dam is located approximately 6 miles northeast of the site. An evaluation of the
potential for flooding of the site caused by failure of this dam in the event of a large
earthquake falls under the purview of the project engineer.
.
An evaluation of the significance of all on-site fill, including organic materials, to the
proposed development falls under the purview of the project geotechnical engineer_
.
Surficial materials on the site are considered to be moderately to highly susceptible to erosion
by water.
24
Enclosure 13, Page 25
Rpt. No,: 5266
File No,: 8-8976 <e~
.
GARY s. RASMUSSEN &. ASSOCIATES
.
I
.
John R. Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No, 3276.1
RECOMMENDATIONS
'.
A maximum probable earthquake of M7.0 may occur along the Wildomar branch of the
Elsinore fault zone, located approximately 3,500 feet southwest of the site; therefore, we
recommend that human occupancy structures be designed accordingly.
.
.
Review of the aerial photographs suggests that most of the site is underlain by ancient, deep-
seated, northwest-failing landsliding. Suspected ancient, deep-seated landsliding on the site
is considered to be de facto buttressed by alluvial materials northwest of the site. Proposed
cut slopes in the central and western portion of.the site may expose landslide debris. Bedding
attitudes measured in cut slopes on the site indicate the geologic materials are inclined at a
shallow angle to the northwest. All proposed cut slopes are expected to expose out-of-slope
bedding components. Due to the potential for shallow failure of proposed cut slopes, all
proposed cut slopes on the site should be buttressed by the placement of stabilization fills.
" . . '".0.' ' " ',' _,"
The design paraJ11~ters of these stabilization fills should be developed by the project
geotec,hnical engineer in consultation with the engineering geologist. The maximum
inclination of stabilized cut slopes should be no steepe~ than 2 horizontal to I vertical up to
a. maximum height of 20 feet. Temporary cut slopes required for placement of the
stabilization fills should be inclined no steeper than I: I (horizontal to vertical). All stabilized
cut slopes should be provided with drainage and planted as soon as possible to minimize
, ..".......
erosion, as material ?n-site may be susceptible to erosion from water,
.
.
.
.
Positive drainage of the site should be provided, and water sh?uld not be allowed to pond
b~hind or flow over any cut or fiII slopes. where water is collected in a common area and
discharged, protection of the native soils should be provided, as the native soils are moderately
to highly susceptible to erosion by running water.
.
25
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Enclosure 13, Page 26
Rpt. No,: 5266
File No,: 8-8976
~
GARY S. RASMUSSEN & ASSOCIATES
.
.
John R Byerly, Inc.
January 14, 1998
Tent. Tract 28553, Temecula
Project No. 3276.1
Sheet flow runoff on the site is expected during periods of heavy precipitation but can be
mitigated by proper engineering design.
.
Shallow, perched ground-water conditions may exist. on a seasonal basis in the northern
portion of the site. Moisture-sensitive structures should be protected.
.
The fmal grading plan for the site should be reviewed and approved by an engineering
geologist prior to any grading.
.
Grading of the site should be evaluated by the engineering geologist by in-grading inspections.
.
The suspected abandoned septic pit in the northwest portion of the site should be securely
capped or filled as soon as possible for safety. We understand that this pit will be removed
during grading of the site. The approximate location of this open pit and the filled-in
abandoned pit should be shown on the fmal grading plans for the site.
.
Respectfully submitted,
.
GARY S. RASMUSS
4,ro~;,
Engineering Geol ist, EG 1913
FFJ/pg
.
Enclosure I: References
Enclosure 2: Geologic Index Map
Enclosure 3: Earthquake Epicenter Map
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Distribution: John R, Byerly, Inc, (7)
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Enclosure 13, Page 27
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File No.: 5-8976
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GARY S RASMUSSEN & ASSOCIATES
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ENCLOSURE 1
REFERENCES,
Gary S. Rasmussen & Associates, Inc.
John R Byerly, Inc. - Tent. Tract No. 28553
Temecula, California
Project No. 3276.1
.
Allen, C.R, 1957, San Andreas fault zone in San Gorgonio Pass; southern California: Geological
Society of America Bulletin, v. 68, no. 3, p. 315-350.
.
Allen, C,R, Saint Amand, P., Richter, C.F., and Nordquist, J.M" 1965, Relationship between
seismicity and geologic structure in the southern California region:' Bulletin of the Seismological
Society of America, v. 55, no. 4, p. 753-797.
.
Barrows, A.G., 1974, A review of the geology and earthquake history of the Newport-Inglewood
structural zone, southern California: California Division of Mines and Geology, Special Report
114.
Biehler, S., Kovach, RL., and Allen, C.R, 1964, Geophysical framework of northern end of Gulf
of California structural province, marine geology of the .Gulf of California,' Memoir 3: American
Association of Petroleum Geologists publication, p. 126-143.
.
Bloyd, RM., Jr" 1971, Underground storage of imported water in the San Gorgonio Pass area,
southern California: u.S. Geological Survey Water Supply Paper 1999-D, 37p., Scale: 1" = 1
mI..
.
California Department of Water Resources, Apri11981, Investigation of ground-water supply for
stabilization of level of Lake 'Elsinore, Riverside County, A Report to the Department of Parks
and Recreation under Interagency Agreement 162083.
California Department of Water Resources, 1990, Unpublished water well data on microfiche,
.
Call1pbell, K.W:, 1987, Predicting strong ground motion in Utah, in Gori, P.L. and Hays, W:W:,
(eds), Assessment of regional earthquake hazards and risk along the Wasatch fault: U,S.
Geological Survey Open-File Report 87-585.
.
Dibblee, T.W:, Jr" 1970, Regional geologic map of the San Andreas and related faults in eastern
San Gabriel Mountains, San Bernardino Mountains, western San Jacinto Mountains and vicinity,
Los Angeles, San Bernardino and Riverside Counties, California: U.S. Geological Survey
Open-file Report 71-88, Scale 1:125,000_
Dibblee, T.W:, Jr., 1982, Geologic map of the Banning (l5-minute) Quadrangle, California:
South Coast Geological Society, Scale 1:62,500.
.
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Enclosure I
References
Project No. 3276.1
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Durham, D,L., and Yerkes, R.E, 1964, Geology and oil resources of the eastern Puente Hills
area, southern California: U.S. Geological Survey Professional Paper 420-8.
.
EPI SoftWare, 1997, Unpublished earthqUake epicenter locations.
Furnal, T.E" Pezzopane, S.K., Weldon, RJ., II, and Schwartz, D.P., 1993, A 100-year average
recurrence interval for the San Andreas fault at Wrightwood, California: Science, v. 259, p. 199-
203.
.
Greenwood, RB. and Morton, D.M., 1991, Geologic map of the Santa Ana Quadrangle,
California: California Division of Mines and Geology Open-File Report 91-17, Scale: I: I 00,000,
.
Hauksson, E., 1987, Seismotectonics of the Newport-Inglewood fault zone in the Los Angeles
Basin, ~o~thern California: Bulletin of the Seismological Society of America, v. 77, no, 2, p.
539-561. .
.
Heath, E.G., Jensen, D,E., and Lukesh, D. w., 1982, Style and age of deformation on the Chino
fault, inRasmuss~n, G.S" Geologic hazards along the San Andreasfault system; San Bernardino-
HemetoChino; California; Field Trip No.4: Geological'Societyof Americ;1 Meeting, Cordilleran
Section, 78th Annual Meeting, Neotectonics in Southern California, April 19-21, 1982, Anaheim,
California, p. 123-134.
Jacoby, G:C" Jr,,' Sheppart, P.R, Sieh, K,E., 1988, Irregular. recurrence of large earthqUakes
al.o.ng the San Andreas fault: Evidence from trees: Sciem:.e, v..2M;p, 196-199,
.
Jennings, C.w., 1994, Fault activity map of California and adjacent areas with locations and ages
ofrec\'lltvo.1canic eruptions: ,California Division of Mines and Geology, California,Geologic Data
Map Series, Map No.. 6; Scale 1:750,000.
Jones, L.M" Hutton, L.K., qivel1' 0.0" and Allen, C.R, 1986, The North)'alm.Springs,
Califo.mia Earthquake, Sequence ofJuly ,1986: Bulletin of the SeismologicalSoyiety of America,
V. 76,.No. 6, p. 1830-1837,
.
KmUe, ],E.; Wills,C,l; Hart, E. w., Treiman, lA., Greenwood, RB., .and Kaurneyer, R.S., 1988,
Sunllcerupture, Superstition Hills earthquake of November 23 and24, 1987, Imperial County,
California: preliminary report: California Geology, v. 41,no. 4, p, 75-84.
.
Kenhedy,M.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,
12p.
.
II
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File No.: 8-8976
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Enclosure 1
References
Project No. )276.1
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.
Lamar, D.L., Merifield, P.M" and Proctor, RJ., 1973, Earthquake recurrence intervals on major
faults in southern California, in Moran, D.E" Slosson, lE., Stone, RD., and Yelverton, C.A.,
eds., Geology, seismicity and environmental impact: Association of Engineering Geologist
Special Publication, p. 265-276.
.
Mann, J.E, 1955, Geology of a portion of the Elsinore fault zone, California: California Division
of Mines and Geology, Special Report 43.
Matti, J.C., Morton, D.M., and Cox, B.E, 1992, The San Andreas fault system in the vicinity of
the central Transverse Ranges Province, southern California: U.S. Geological Survey Open-File
Report 92-354.
.
Nicholson, C., 1996, Seismic behavior of the southern San Andreas fault zone in the northern
Coachella Valley, California: Comparison of the 1948 and 1986 earthquake sequences: Bulletin
of the Seismological Society of America, v. 86, no. 5, p. 1331-1349.
Petersen, M.D., and Wesnousky, S.G., 1994, Fault slip rates and earthquake histories for active
faults in southern California: Bulletin of the Seismological Society of America, v. 84, no. 5, p.
1608-1649.
.
Rasmussen, Gary S. & Associates, Inc., March 14, 1994, Subsurface engineering geology
investigation of approximately 50 acres, east of Fields Road, betWeen Seminole Drive and Martin
Road, Cabazon area, Riverside County, California, Project No. 3188.
.
Rasmussen, Gary S.' & Associates, Inc., April 2, 1997, Subsurface engineering geology
investigation; Desert Hills Premium Outlets Expansion, northwest of Seminole Drive and Millard
Pass, Cabazon area, Riverside County, California, Project No. 3188.5.
Real, C.R, Toppozada, T.R., and Parke, D.L., 1978, Earthquake epicenter map of California,
1900-1974: California Division of Mines and Geology Map Sheet 39.
.
Richter, C.E, Allen, C.R, and Nordquist, J.M" 1958, The Desert Hot Springs earthquakes and
their tectonic environment: Bulletin of the Seismological Society of America, v. 48, p. 315-337.
Riverside County, 1976, Seismic Safety. and Safety Elements to the General Plan.
.
Riverside County, 1984, Environmental Hazards and Resources Element to the General Plan, with
Amendments to 1989,
Riverside County Flood Control and Water Conservation District, June 20, 1974, Black and white
aerial photographs, photograph numbers 958 and 959, Scale: 1" = 2,000'.
.
III
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Enclosure 13, Page 30
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File No,: 8-8976 o..p
GARY S. RASMUSSEN & ASSOCIATES
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Enclosure 1
References
Project No,3276.1
.
Riverside County Flood Control and Water Conservation District, May 4, 1980, Black and white
aerial photographs, photograph numbers 905 and 906, Scale: 1" - 2,000'.
.
Riverside County Flood Control and Water Conservation District, December 8, 1983, Black and
white aerial photographs, photograph numbers 359 and 360, Scale: 1" - 1 ,600'.
.
Rockwell, T.K.; McElwain, R.S.; Millman, D.E,; and Lamar, D.L., 1986, Recurrent Late
Holocene Faulting on the Glen Ivy North Strand of the Elsinore Fault at Glen Ivy Marsh, in
EWig, P.L., (Compiler), Neotectonics and Faulting in Southern California, Guidebook and
\blume, 82nd Annual Meeting, Cordilleran Section, Geological Society of America, p. 129-140.
Sieh, K.E., 1984, Lateral offsets and revised dates of large earthquakes at Pallett Creek,
California: Journal of Geophysical Research, v. 89, p. 7641-7670.
.
Simpson, R.W., Harris, R. w., and Reasonburg, P.A., 1994, Stress changes caused by the 1994
Northridge earthquake, in progress for Northridge Abstracts, 89th Annual Meeting of the
Seismological Society of America, April 5-7, 1994.
.
Toppozada, T.R., Bennett, J.H., Borchardt, G., Saul, R.; Davis, J.E, Johnson, C.B., Lagorio, H.J.,
and Steinbrugge, K.Y., 1988, Planning scenario for a major earthquake on the Newport-
Inglewood fault zone: . California Division of Mines and Geology Special Publication 99.
Treiman, J.A., 1994, Fault Evaluation Report for the San Gorgonio Pass, Banning and related
faults: California Division of Mines and Geology Fault Evaluation Report FER-235, 49p.
.
United States Department of Agriculture, June 14, 1938, Black and white aerial photographs,
Flight No. AXM~50, photograph numbers 52 and 53, Scale: 1" = 1 ,700'.
Weber, EH., Jr., 1977, Seismic hazards related to geologic factors, Elsinore and Chino fault
zones, northwestern Riverside County, California, Final Technical Report: California Division
of Mines and Geology Open-file report 77-4-LA,
.
Western Municipal Water District, October, 1997, Cooperative well measuring program covering
the ,upper Santa Ana River watershed, San Jacinto watershed, and upper Santa Margarita
watershed, Spring, 1997, unpublished water well data.
.
Wood, H.O., 1955, The 1857 earthquake in California: Bulletin of the Seismological Society of
America, v. 45, p. 47-67.
Working Group on California Earthquake Probabilities, 1988, Probabilities of large earthquakes
occurring iri California on the Sah Andreas fault: U,S, Geological Survey Open-File Report 88-
398, 62p.
.
IV
GARY s. RASMUSSEN & ASSOCIATES
Enclosure 13, Page 31
Rpt. No,: 5266
File No,: 8-8976 (\ \
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Enclosure I
References
Project No; 3276.1
,.
Working Group on the Probabilities of Future Large Earthquakes in Southern California, 1992,
Future Seismic Hazards in Southern California, Phase I: Implications of the 1992 Landers
earthquake sequence: California Division of Mines and Geology.
.
Working Group on California Earthquake Probabilities, 1995, Seismic hazards in southern
California: Probable earthquakes, 1994-2024: Bulletin of the Seismological Society of America,
v. 85, No.2, p. 379-439.
.
Youd, T.L., and Perkins, D.M., 1978, Mapping liquefaction-induced ground failure potential:
Journal of the Geotechnical Engineering Division, p, 433-446.
Youd, T.L., Tmsley, 1.e., Perkins, D.M., King, E.1., and Preston, R.E, 1978, Liquefaction
potential map of San Fernando Valley, California: Proceedings 2nd International Conference on
Mi~rozonation, San Francisco, p. 267-278.
Ziony, 1.1., and Jones, L.M., 1989, Map showing the Quaternary faults and 1978-1984 seismicity
of the Los Angeles region, California: U.S. Geological Survey Miscellaneous Field Studies Map,
MF-19(jil, Scale 1:250,000. .'
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.
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Enclosure 13, Page 32
Rpt. No.: 5266
File No.: S-8976
0...1/
.
GARY s. RASMUSSEN & ASSOCIATES
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