BRES2014-1114 Geotechnical Reports and Investigation&Fff 45
go: In Englneerlhg
e
45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778
September 8, 2014
T -Star III, Inc.
c/o Hayer Architecture
445 Marine View Avenue, Suite 280
Del Mar, California 92014
Project: 81-266 Peary Place
Lot 70A - The Madison Club
La Quinta, California
Subject: Soluble Sulfate Content
Project No. 544-14198
14-09-344
Ref: Geotechnical Update prepared by Sladden. Engineering dated August 7, 2014;
Project No. 54414198, Report No. 14-08-303
As requested, we have sampled the surface soil on the subject lot located at 81-266 Peary Place
within the Madison Club development to determine the soluble sulfate content as it relates to
selecting appropriate concrete mix designs. Laboratory testing indicated soluble sulfate content
of 100 ppm (0.010 percent) that corresponds with the "negligible" exposure category in
accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special sulfate
resistant concrete mix designs will not be required for structural concrete on this project. Test
results are attached.
If you have questions regarding this letter or the referenced report, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEEI
SRE17 L. `
ANDERSON
Brett L. AnCI� trS011— r4o. C4$389
9130114
Principal Engineer
=' iENGINEERING
Letter/gvm=`G' p
Copies: 4 / T -Star III, Inc.
c/o Hayer Architecture
ArPtRVE1D
FOR CON
DATE -IME BY
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621, (714) 523-0952 Fax (714) 523-1369
45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
Date: September 5, 2014
1i
Account No.: 544-14198
Customer: T -Star III, Inc
Location: Madison Club, Lot 70A, 81-266 Peary Place, La Quinta
Sulfate Series
Analytical Report
Soluble Sulfates Soluble Chloride
per CA 417 per CA 422
ppm ppm
100 100
r
'TABLE 19-.A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS
TABLE 19-A-3—REQUIREMENTS; FOR CONCRETE
EXPOSED TO SULFITE-CONTAINING.SOLU
2Seawatcs. ' "ours or rrclm=g and thawing (•Fable 19-A-2). - - - -- - r ------
?Porzolan that has been dctmnincd by test orservice rccond to i
taining TYpc V [cmcnt mprove aulFatc resistrrrec when us4d in concrete con -
SULFATE
EXPOSURE
WATER-40LUBLE
SUt_=ATE
((Soiii,l�� �t SOII,
PERGEHTAGE BY
WE1GliT .
SULFATE (SO4) IN
WATER, ppm
CEMEATTYPE
T10NS
NORMAL -WEIGHT
AGGREGATE
EHT
AGG EGATE
CONCRETE -
btaxlmum;Weler-
CamentItloue
MdtnHeltiRatlo;by:,
• Wal' ht, •i
NormOveight
A9pmpati
Concreto
1"Normal-
-Valpht•and
Uphtwelphl'
-AODN,pate
Concrethe polt
,
x D.ODS89'fer MPa
Negligible
0.000,100-150
ModctatcZ•
0.10 20
150-1,500
II, Ip(MS), is
(MS)
•0.50•
4,0D0
Scvecc D.20-2.00
Very acvctL Ovcr1-D0 -
.
tAlowcrwater-ccmrntitiotr�„a,
1,500-Ib,000
V
0.45
• 4,500
4,500
Ovcr I0,000V
plus
. pozzolan3
0.45
.
2Seawatcs. ' "ours or rrclm=g and thawing (•Fable 19-A-2). - - - -- - r ------
?Porzolan that has been dctmnincd by test orservice rccond to i
taining TYpc V [cmcnt mprove aulFatc resistrrrec when us4d in concrete con -
.:
Sladden
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fac (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778
August 7, 2014
T -Star I'll, Inc.
c/o Hayer Architecture
445 Marine View Avenue, Suite 280
Del Mar, California 9201.4
Subject: Geotechnical Update
Project: 81-266 Peary Place
Lot 70A The Madison Club
La Quinta, California
Project No. 544-14198
14-08-303
CITY OF LA QUINTA.
BUILDING& SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January
28, 2005; Project No. 544-4810, Report No. 05-01-101
Report of Testing and Observation During Rough Grading prepared by Sladden
Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
design and construction of the proposed custom residence proposed for the subject lot located at
81-266 Peary Place (Lot 70A) widen the Madison Club development in the City of La Quinta,
California. It our understanding that the proposed residential structure will be of relatively
lightweight wood -frame construction and will be supported by conventional shallow spread
footings and concrete slabs on grade.
The subject lot was previously graded during the rough grading of the Madison Club project site.
The rough grading included over -excavation and recompaction of the native surface soil along
with the placement of engineered fill material to construct the building pad. The site grading is
summarized in the referenced report of Testing and Observation During Rough Grading along
with the compaction test results.
Because the lot has been previously rough graded, the remedial grading required at this time
should be minimal provided that the building area that falls within the previously assumed
building envelope. The building areas should be cleared of surface vegetation, scarified and
moisture conditioned prior to precise grading. The exposed surface should be compacted to a
minimum of 90 percent relative compaction prior to fill placement. The previously removed soil
and any fill material should be placed in thin lifts at near optimum moisture content and
compacted to at least 90 percent relative compaction.
August 7, 2014 -2- Project No. 544-14198
li 14-08-303
The referenced reports include recommendations pertaining to the construction of residential
structure foundations. The previous reports also address the potential for liquefaction,
subsidence and differential settlement. Based upon our review of the referenced reports, it is our
opinion that the structural values included in these reports remain applicable for the design and
construction of the proposed residential structure foundations.
The allowable bearing pressures recommended in the referenced Geotechnical Investigation
report remain applicable. Conventional shallow spread footings should be bottomed into
properly compacted fill material a minimum of 12 inches below lowest adjacent grade.
Continuous footings should be at least 12 inches wide and isolated pad footings should be at least
2 feet wide. Continuous footings and isolated pad footings should be designed utilizing
allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be
utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. Tile
recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
Lateral forces may be resisted by friction along the base of the foundations and passive resistance
along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is
recommended for use in design. Passive resistance may be estimated using an equivalent fluid
weight of. 300 pcf. If used in combination with the passive resistance, the frictional resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is generally non -expansive and falls within the "very low" expansion category in
accordance with the 2013 (CBC) classification criteria. Pertinent 2013 CBC Seismic Design
parameters are summarized on the following page.
Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current
seismic design parameters for the proposed structure. The seismic design category for a structure
may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the
2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed
structures. The 2013 CBC Seismic Design Parameters are summarized below.
Risk Category (Table 1.5-1):1/11/111
Site Class (Table 1613.3.2): D
Ss (Figure 1613.3.1): 1:511g
S1 (Figure 1613.3.1): 0.705g
Fa (Table 1613.3.3(1)):1.0
Fv (Table 1613.5.3(2)):1.5
Sms (Equation 16-37 (Fa X Ssj):1.511.g
Sm1 (Equation 16-38 {Fv X Si]): 1.917g
SDS (Equation 16-39 (2/3 X Sms)): 1.007g
SDI (Equation 16-40 (2/3 X Sm])): 0.611-
Seismic Design Category: D
.4latMen &mineerinQ
I
k
August 7, 2014 -3- Project No. 544-14198
► 14-08-303
We appreciate the opportunity to provide service to you on this project, if you have any
questions regarding this letter or the referenced reports, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
ANDERSON
1,10. 015389
Brett L. Anderso - 130114
Principal Engineer �;; clvi
p g SG145EERiNG
V Q
SER/dfe 'Foy L A�
Copies: 4/ T -Star 111, Inc.
c/o Hayer Architecture
Slnrlrlen Dwineerinf,
LA JUIN T A
lz1-0K-<3o3
Please verify that soils reports contain all of the above information. In addition, to assure
continuity between'the investig atjon/re porting stage and the execution stage, please use
the following checklist to verify that the conclusions and recommendations in the report
cover all the required -elements. Only then. can we be assured that the construction
documents address all of the site soil conditions.
La Quinta Geotechnical Report Checklist
Does the "Conclusions and Recommendations" section of the report address each of the
following criteria?
"Address" means;
(a) the criterion is considered significant and mitigation measure(s) noted, or;
(b) the criterion is considered insignificant and explicitly.so stated.
Yds No Criterion
`��'A ® Foundation criteria based upon bearing capacity of natural or compacted soil.
Q Foundation criteria to mitigate the effects of expansive soils.
Q Foundation criteria based upon bearing capacity -of natural or --compacted soil.
Q Foundation criteria to mitigate the effects of liquefaction.
Q Foundation criteria. to mitigate the effacts of seismically induced differential
l V settleme.-it.
® Foundation criteria to mitigate the effects of long-term differential settlement.
® Foundation criteria to mitigate the effects of varying soil strength.
Q Foundat°on criteria to mitigate expected total and differential settlement.
Any "No" answers to the -above checklist should be noted as specific required
coYrections.
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778
August 7, 2014 Project No. 544-14198
(Revised) 14-08-303
T -Star III, Inc.
c/o Hayer Architecture
445 Marine View Avenue, Suite 280
Del Mar, California 92014
Subject: Geotechnical Update
Project: 81-266 Peary Place
Lot 70A - The Madison Club
La Quinta, California
Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January
28, 2005; Project No. 544-4810, Report No. 05-01-101
Report of Testing and Observation During Rough Grading prepared by Sladden
Engineering dated March 2,2006; Project No. 522-4810; Report No. 06-02-120
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
design and construction of the proposed custom residence proposed for the subject lot located at
81-266 Peary Place (Lot 70A) within the Madison Club development in the City of La Quinta,
California. It is our understanding that the proposed residential structure will be of relatively
lightweight wood -frame construction and will be supported by conventional shallow spread
footings and concrete slabs on grade.
The subject lot was previously graded during the rough grading of the Madison Club project site.
The rough grading included over -excavation and recompaction of the native surface soil along
with the placement of engineered fill material to construct the building pad. The site grading is
summarized in the referenced report of Testing and Observation During Rough Grading along
with the compaction test results.
Because the lot has been previously rough graded, the remedial grading required at this time
should be minimal provided that the building area that falls within the previously assumed
building envelope. The building areas should be cleared of surface vegetation, scarified and
moisture conditioned prior to precise grading. The exposed surface should be compacted to a
minimum of 90 percent relative compaction prior to fill placement. The previously removed soil
and any fill material should be placed in thin lifts at near optimum moisture content and
compacted to at least 90 percent relative compaction.
August 7, 2014 -2- Project No. 544-14198
(Revised) 14-08-303
The referenced reports include recommendations pertaining to the construction of residential
structure foundations. The previous reports also address the potential for liquefaction,
subsidence and differential settlement. Based upon our review of the referenced reports, it is our
opinion that the structural values included in these reports remain applicable for the design and
construction of the proposed residential structure foundations.
The allowable bearing pressures recommended in the referenced Geotechnical Investigation
report remain applicable. Conventional shallow spread footings should be bottomed into
properly compacted fill material a minimum of 12 inches below lowest adjacent grade.
Continuous footings should be at least 12 inches wide and isolated pad footings should be at least
2 feet wide. Continuous footings and isolated pad footings should be designed utilizing
allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be
utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The
recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
Lateral forces may be resisted by friction along the base of the foundations and passive resistance
along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is
recommended for use in design. Passive resistance may be estimated using an equivalent fluid
weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is generally non -expansive and falls within the "very low" expansion category in
accordance with the 2013 (CBC) classification criteria. Pertinent 2013 CBC Seismic Design
parameters are summarized on the following page.
Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current
seismic design parameters for the proposed structure. The seismic design category for a structure
may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the
2013 CBC, Site Class D may be used to estimate design seismic loading for the proposed
structures. The 2013 CBC Seismic Design Parameters are summarized below.
Risk Category (Table 1.5-1): I/I1/III
Site Class (Table 1613.3.2): D
Ss (Figure 1613.3.1):1.511g
S1 (Figure 1613.3.1): 0.705g
Fa (Table 1613.3.3(1)):1.0
Fv (Table 1613.5.3(2)):1.5
Sms (Equation 16-37 (Fa X Ss)): 1.511g
Sml (Equation 16-38 (Fv X Si)): 1.917g
SDs (Equation 16-39 12/3 X Sms)): 1.0078
SM (Equation 16-40 12/3 X Sm1)): 0.611g
Seismic Design Category: D
Sladden Engineering
1
r
' r
August 7, 2014 -3- Project No. 544-14198
(Revised) 14-08-303
In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate
content as it relates to selecting appropriate concrete mix designs. Testing indicates that the site
soil is generally considered non- corrosive with respect to concrete. The testing indicated soluble
sulfate content of 100 ppm (0.010 percent) that corresponds with the "negligible" exposure
category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance
concrete mixes is not required.
We appreciate the opportunity to provide service to you on this project, if you have any
questions regarding this letter or the referenced reports, please contact the undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
Brett L. Anders5i�
Principal Engineer
SER/dfe
Copies: 4/ T -Star III, Inc.
c/o Hayer Architecture
Sludden Engineering
Sladde'n Engineering
6782 Stanton Ave:, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) -772-3893 Fax (760) 772-3895
March 2, 2006
East of Madison, LLC
80-349 Via Mirasol
La Quinta, California 92253
CITY OF LA QUINTA
BUILDING& SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Project No. 5224810
06-02-120
DATE
i'
Project: Madison Club - Tract 33076
NWC Avenue 54 and Monroe Street
La Quinta California
SEP 18 2014
CITY OF Lq
Subject: Report of Observations and Testing During Rough Grading LININ pE Q ��p A
. � MEN7
Ref: Geotechnical investigation Report prepared by Sladden Engineering dated January
28, 2005, Project No. 544-4810; Report No. 05-01-101
Summarized in this report are the results of in-place density tests performed at the subject site
during the rough grading of the building pads along with pertinent observations. The subject
site is located on the northwest corner of Avenue 54 and Monroe Street in the City of La Quinta,
California. Rough grading was performed by Nuevo Engineering using conventional heavy
equipment.
The building pad areas were overexcavated to a depth of at least 3 feet below existing grade or 4
feet below pad grade, whichever was deeper. Deep removals up to '10 feet in depth were
performed in areas where substantial roots were encountered. The previously removed native
soils and native soils obtained from cut areas of the site were placed in thin lifts at near optimum
moisture content and compacted to at least 90 percent relative compaction. The overexcavation
generally extended laterally at least 5 feet beyond the previously approved building setbacks as
indicated on the rough grading plans prepared by RCE, The remedial grading including
overexcavation of the surface soil was performed as recommended within the above referenced
Geotechnical Investigation report.
Observations and field testing was performed from April 22, 2005 through January 4, 2006.
Testing indicates that after reworking areas of low density, a minimum of 90 percent relative
compaction was attained in the areas tested, The passing test results indicate compliance with
the project specifications at the tested locations and depths but are no guarantee or warranty of
the contractors work.
March 2, 2006
2- Project. No. 522-4810
06-02-120
Field Tests: In-place moisture/density tests. were performed using a nuclear density gauge in
accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 2355 density tests were
performed by Sladden Engineering personnel during rough grading. The approximate test
locations are indicated by lot number and on the attached plans and test results are summarized
on the attached data sheets.
Laboratory Tests: The moisture -density relationships for the tested materials were determined in
the laboratory in accordance with test method ASTM D 1557-91.
Allowable Bearing Pressures.' The structural values recommended in the referenced.
Geotechnical Investigation report prepared by Sladden Engineering remain applicable for use in
foundation design. Conventional shallow spread footings should be bottomed into properly
compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous
footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide.
Continuous footings and isolated pad footings should be designed utilizing allowable bearing
pressures of 1.500 psf and 1800 psf, respectively. The allowable bearing pressures are for dead
and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other
transient loading. The recommended allowable bearing pressures may be increased by one-
third for wind and seismic loading.
The bearing soils are non -expansive and fall within the "very low" expansion category in
accordance with Uniform Building Code (UBC) classification criteria.
If there are any questions regarding this report or the testing summarized herein, please contact
the undersigned.
Respectfully submitted
SLADDEN ENGINEEI
,..AND
IE Fy
ki ki O
Brett L. B n m tic C as389 n,
Principal Engineer a Exp. 9130106
Grading/1h sp CIO-
OFC
IO-OFC.
Copies 4/East of Madison, LLC
TEST RESULTS
PROJECT NAME. Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Te,,st No: I Date T,--Acd I Location ElcvationI Dry Density % Moisture Relative I Maximum
In Place In Place mpaction
CoDensity
1
2
3
4
5
6
7
8
9
10
11.
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
0422-05
04-22-05
04-22-05
04-22-05
0422-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
0425-05
04-25-05
04-25-05
04-25-05
04-25-05
0425-05
04-25-05
DATE: March 2, 2006
Building Pads
Lot 8A back half
Lot 8A back half
Lot 8A front half
Lot 8A front half
Lot 9A back half
Lot 9A back half
Lot 9A front half
Lot 9A front half
Lot 10A back half
Lot 10A back half
Lot 10A front half
Lot 10A front half
Lot 14A front half
Lot 14A front ha If
Lot 14A back half
Lot 14A back half
Lot 1.2A back half
Lot 12A back half
Lot 12A front half
Lot 12A front half
Lot 11A back half
Lot 11A back half
Lot 11A front half
Lot 11A front half
Lot 15A back half
Lot 15A back half
Lot 15A front half
Trot 1.5A front half
Lot 13A back half
Lot 13A back half
Lot 13A front half
Lot 13A' front half
Lot 1211 front half
Lot 12A front half
992
994
992
994
992
994
992
994
991
992
993
995
988
990
995
993
996
998
1000.5
98.5
991
993
991
993
991
993
992
994
996
998
992
994
1002.5
1004.5
109.2
104.4
106.6
105.6
109.2
101.7
109.0
104.1
100.1
106.6
1.06.3
98.7
105.4
106.1
106.3
103.4
98.9
107.9
101.6
108.9
98.6
100.0
103.6
98.4
105.3
1.09.1
104.2
104.0
109.6
103.9
109.9
107.2
109.7
98.9
10.2
8.0
9.7
12.4
11.0
8.5
10.3
10.6
1.9.3
13.2
15.0
12.0
10..4
8.6
9.4
12.0
10.3
13.0
12.0
11.3
8.0
12.3
10.1
8.2
9.6
8.9
9.7
7.6
7.3
7.6
12.2
13.7
12.5
8.9
99
95
97
96
99
92
99
95
91.
97
97
90
96
96
92
94
90
98
92
99
90
91
94
90
96
99
95
95
99
94
99
98
99
90
110.0
110.0
1.10.0
110.0
1.10.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110,0
110.0
110.0
110.0
120.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
Sladden Enizineerinx
TEST RESULTS
PROTECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum
____ ___ In Place In Place I Compaction I Density
DATE: March 2, 2006
Sladden Engineering
Over -excavation
35
04-26-05 Lot 15A back half 995
109.7
11.1
99
110.0
36
04-26-05 Lot 15A back half 997
109.4
4.8
99
110.0
37
04-26-05 Lot 14A back half 999
109.4
11.9
99
110.0
38
04-26-05 Lot 14A back half 1001
105.8
12.0
96
110.0
39
04-26-05 Lot 13A back half 1000
107.3
13.5
97
110.0
40
04-26-05 Lot 13A back half 1002
103.3
7.6
94
110.0
4.1.
04-26-05 Lot 12A back half 1000
109.5
7.3
99
110.0
42
04-26-05 Lot 12A back half 1000
109.6
6.1
99
110.0
43
04-26-05 Lot 11A back half 995
104.7
9.6
95
1100
44
04-26-05 Lot 11A back half 997
108.9
9.3
99
110.0
45
04-26-05 Lot 10A back half 995
109.6
13.0
99
110.0
46
04-26-05 Lot 10A back half. 997
107.5
14.4
98
110.0
47
i 04-26-05 Lot 9A back half 996
109.1
9.4
99
110.0
48
04-26-05 Lot 9A back half 998
108.9
7.8
99
110.0
49
04-26-05 f Lot 8A back half 996
109.9
13.8
I 99
11.0.0
50
04-26-05 Lot 8A back half 998
106.9
11.7
97
110.0
51
04-26-05 Lot 8 B 993.3
99.0
21.2
90
1.1.0.0
52
04-26-05 Lot 8 8 994.3
103.6
10.9
94
110.0
53
04-26-05 Lot 6 0 994.6
99.9
14.3
91
110,0
54
04-26-05 Lot 6 B 996.6
108.0
9.5
98 ;
110.0
55
I 04-26-05 Lot 6 B 994.0
99.2
12.9
90
110.0
56
04-26-05 Lot 6 B 996.0
103.9
13.7
94
110.0
57
04-26-05 I Lot 4 B 995.3
90.3
9.3
82*
110.0
58
04-26-05 Lot 4. B 995.3
103.4
11.3
94
110.0
59
04-26-05 ! Lot 5 B 996.3
99.2 I
15.8
90
110.0
60
04-26-05 i Lot 5 B 994.0
105.3
12.0
96
110.0
61
04-26-05 Lot 8 A front half 996
109.6
8.2
99
110.0
62
04-26-05 Lot 8 A front half 998
109.3
8.6
99
110.0
63
04-26-05 Lot 9 A front half 996
107.7 I
9.7
97
110.0
64 I
04-26-05 Lot 9 A front half 998
102.1
8.4
93
1.10.0
65
04-27-05 Lot 13 A front half 994
103.9
8.8
94 1
110.0
66
04-27-05 Lot 13 A front half 996
105.4
10.1
96 i
1.1.0.0
67.
.04-27-05 Lot 13 A front half 990
101.8
9.3
93 j
110.0
68
04-27-05 Lot 13 A front half 992
106.9
11.4
97
110.0
69
04-27-05 Lot 13 A front half 994
104.5
8.3
95
1.10.0
70
04-27-05 Lot 13 A front half 996
105.8
13.1
96
110.0
71
04-27-05 Lot 13 A front half 997
108.1
11.4
98
110.0
72
04-27-05 Lot 13 A front half 998
106.8
10.9
97
110.0
73
04-27-05 Lot 13 A front half 99.4.
1.06.1.
9.8
96
120.0
74
04-27-05 Lot 13 A front half 995
103.8
8.6
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, Califomia
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Test No.
Date TestedI
Locatirn�
Elevation
I Dry Dcrwity
In Place
% Moisture
In Place
! Relative
` Compaction
Maximum'
i Density
75
04-27-05
Lot 1.7 A front half
993.5
106.1
9.8
%
11.0.0
76
04-27-05
Lot 26 A front half
988
103.0
6.9
94
110.0
77
04-27-05
Lot 26 A front half
990
1.05.6
7.2
96
110.0
78
04-27-05
Lot 25 A front half
988
101.5
8.1
92
110.0
79
04-27-05
Lot 25 A front half
990
102.8
7.9
93
110.0
80
04-27-05
Lot 24 A front half
988
100.3
9.1
91
110.0
81
04-27-05
Lot 24 A --Front half
990
102.5
8.0
93
110.0
82
04-27-05
Lot 8 A Back half
994.5
106.9
10.5
97
110.0
83
04-27-05
Lot 8 A Back half
996.5
104.7
12.5
95
110.0
84.
04-27-05
Lot 9 A Black half
494
107.0
11.6
97
t 10.0
85
04-27-05
Lot 9 A Blick half
996
105.3
13.4
96
110.0
86
04-28-05
Lot 24 A back half
989
103.0
9.6
94
110.0
87
04.-28-05
Trot 24 A tpack half
991
104.4
12.9
95
11.0.0
88
04-28-05
Lot 25 A back half
993
99.6
10.3
91
110.0
89
04-28-05
Lot 25 A ,=)ack half
995
105.3
7.4
96
110.0
90
04-28-05
i Lot 26 A back half
993
98.7
6.7
i 90
110.0
91
04-28-05
Lot 26 A back half
995
106.6
11.6
97
110.0
92
04-28-05
Lot 24 A :tont half
992
102.5
13.3
93
110.0
93
04.-28-05
Lot 24 A 'runt half
994
I 110.3
10.8
91
110.0
94
04-28-05
Lot 25 A _ront half
992
; 103.6
11.5
94
110.0
95
04-28-05
Lot 25 A Tont half
994
i 100.5
10.3
92
110.0
96
04-28-05
Lot 20 A front half
992 j
108.6
9.1
99
110.0
97
04-28-05
Lot 20 A front half
994 i
109.6
6.4
99
110.0
98
! 04-28-05
Lot 21 A front half
992
108.7
7.1
99
.110.0
99
04-28-05
Lot 21 A front half
994. i
102.8
5.5
I 93
110.0
100
04-28-05
Lot 22 A tront half
992
107.2
5.1 I
97
110.0
101
04-28-05
Lot 22 A front half
994 1100.6
11.5 I
91
110.0
102
04-28-05
Lot 26 A iront half
992
109.1
9.5
j 99
110.0
103
i . 04.-28-05
! Lot 26 A tront half
994
107.7 !
7.8 !
98
110.0
104
, 04-28-05
Lot 24 A lack half
993
101.7
9.8
I 97 ,
110.0
105
' 04-28-05
Lot 24 A lack half
995
105.4
9.8
j 96 ;
110.0
106
0428-05
'Lot 25 A (lack half
996
106.8
11.3
97 i
110.0
107
04-28-05
Lot 25 A ]lack half
998
101.3
6.7
92 1
110.0
108
0428-05
Lot 26 A Back half
996
105.5
6.3
96
110.0
1.09
04-28-05
Lot 26 A Back half
998
100.9
7.3
92
110.0
110
04-29-05
Lot 16 A. Back half
994.5
102.4
8.3
93
110.0
11.1.
04-29-05
Lot 16 A Sack half
996
100.1
7.6
91
110.0
112
04-29-05
Lot 15 A Back half
996
97.0
10.8
88*
110.0
113
04-29-05
Lot 14 A Sack half
.999
1.0.4.5
12.9
95
110.0
114
04-29-05
Lot 13 A Sack half
999
101.8
9.0
1 93
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.j Date Tested I I
Location Elevation Dry Density % Moisture I Relative Maximum
In Place In Place I Commaction I Densitv
115
04-29-05
Lot 21 A Back half
116
04-29-05
Lot 21 A Back half
117
04-29-05
Lot 20 A Back half
118
04-29-05
Lot 20 A Back half
119
04-29-05 i
Lot 1.8 A Back half,
120
04-29-05 I
Retest l 57
121
04-29-05 i
Lot 4 B Back half
122 I
05-02-05
Lot 21 A Back Half
123
05-02-05
Lot 21 A Back Half
124 i
05=02-05
Lot 23 A Back Half
125 .i
05-02-05
Lot 23 A Back Half
126
05-02-05
Lot 21 A Front Half
127
05-02-05
Lot 21 A Front Half
128
05-02-05
Lot 24 A Back Half
1.29
05-02-05
Lot 24 A Back Half
130.
05-02-05
Lot 24 A Back Half
131
05-02-05
Lot 24 A Back Half
132
05-02-05.
Lot 24 A Center
1.33
05-02-05
Lot 25 A Center.
134
05-02-05 i
Lot 26 A Center
135
05-02-05 I
Lot 24 A Front Half
136
05-02-05
Lot 25 A Front Half
137
05-02-05 i
Lot 26 A Front Half
138
05-02-05 1
Lot 23 A Front Half
1.39
05-02-05
l,ot 23 A Front Half
140
05-02-05
Lot 22 A Front Half
141
05-02-05
Lot 22 A Front Half
i
142
05-03-05
Lot 20 A Front Half
143
05-03-05 I
Lot 20 A tack Half
144. !
05-03-05
1 o 20 A Back Half
145:
05-03-05
Lot 25 A Back Half
146 I
05-03-05
Lot 25 A Back Half
147
05-03-05.
Lot 25 A Front Half
148
05-03-05
Lot 25 A Front Half
149
05-03-05
Lot 24 A Front Half
1.50 I
05-03-05
Lot 24 A Front Half
151
05-03-05
Lot 23 A Front Half
1.52
05-03-05
Lot 23 A Front Half
153
05-03-05
Lot 22 A Back Half
154 (
05-03-05
Lot 22 A Back Half
992.2
994
993.2
994.5
995.6
997
995
996.5
.993
995
996
997.5
996
997.5
998.5
999.5
994
993
994
995.5
995.5
996
994
996
995.5
996.5
996
996
997.5
999
1000
997
999
997
999
998
1000
997
999
99.6
99.1
103.2
102.4
94.1
106.0
107.5
102.9
101.5
108.1
103.2
107.6
103.7
106.3
100.9
104.6
101.9
106,3
105.1
105.8
101.8
106.6
105.0
106.3
100.9
104,6
101.9
95.4
107,1
104.7
103.5
101..3
99.9
108.2
99.5
99.2
106.4
101.0
1.04.9
109.4
10.8
11.1
8.8
10,1
12.8
9.1
12.2
17.4
9,8
7.4
13.1
9.5
6.9
14.0
12.8
15.1
13.2
14.1
12.2
13.5
10.4
13.0
11.9
14.0
12.8
1.5.1.
13.2
25.1
8.8
11.4
16.9
1.7.4
17.1
7.7
16.0
20.1
14.6
15.2
14.9
11.7
91
90
94
93
86*
96""
98
93
92
98
96
98
94
97
92
95
93
97
96
96
93
97
95
97
92
95
93
81*
97
95
94
92
90
98
90
90
97
92
95
99
110.0
110.0
110.0
110.0
1.10.0
110.0
110,0
110.0
110.0
110,0
110.0
11,0.0
110.0
11.0.0
110.0
110.0
110,0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006
Sladden Engineering .
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-481.0
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation Dny Density I % Moisture I Relative I Maximum
In Place in Place Compaction Densitv
155
05-03-05
Lot 23 A Back Half
156
05-03-05
Lot 23 A Back Half
157
05-03-05
Retest # 142
158
05-03-05
Lot 20 A Center
1.59
05-03-05
Lot 21 A Center
160
05-03-05
Lot 21 A Center
161
05-03-05
Lot 22 A Center'
162
05-03-05
Lot 22 A Center
163
05-03-05
Lot 23 A Center
164 I
05-03-05
Lot 24 A Center
165
05-04-05
Lot 54 A Center
166
05-04-05
Lot 54 A Center
167
05-04-05
Lot 53 A Center
168
05-04.-05
Lot 53 A Center
169 I
05-04-05
Lot 54 A 'Front Half
170
05-04-05
Lot 54 A Front Half
171
05-04-05
Lot 53 A Front Half
172
05-04-05
Lot 2 A Back Half
173 I
05-04.-05
Lot 1 A Back Half
174 i
05-04-05 I
Lot 1 A Back Half
175
05-04-05
Lot 1 A Center
176
05-04-05
Lott A Center
177 i
05-04-05
Lot 2 A Center
178
05-04-05
Lot 2 A Center
1.79 1
05-04-05
Lot 2 A Front Half
180
05-04-05
Lot 2 A Front Half
181
05-04.-05
1
Lot 1. A Front Half
1.82 1
I
05-04-05
Trot 1 A Front Half
183 I
05-05-05-
Lot 2 A Front Half
184 ;
05-05-05-
Lot 2 A Front Half
185
05-05-05-
Lot 1 A Front Half
1.86
05-05-05- I
Lot 1 A Front Half
187
05-05-05-
Lot 1 B Back Half
1.88
05-05-05- i
Lot 1 B Back Half
189
05-05-05 f
Lot 1 B Center
1.90 j
05-05-05 ;
Lot 1 B Center
191
05-05-05 j
Lot 2 B Center
192
05-05-05
Lot 2 B Center
193
05-05-05
3 8 Front Half
194
05-05-05
3 B Front Half
DATE: March 2, 2006
996
102.9
16.8
93 110.0
998
100.6
12.9
91 110.0
101.4
9,5
92** 1.1.0.0
998
103.9
12.2
94 110.0
996
99,9
13.6
91 I 110.0
997.5
109.7
11.3
99 110.0
995
106.3
14.1
96 110.0.
997
107.1
15.0
97 110.0
996
I 108.7
11.3
99 110.0
998
109.1
14.2
99 110.0
988.7 I
107.7 1
6.9
98 110.0
990
99.1 1
14.8
90 11.0.0
988.3
105.8 I
6.7
96 110.0
9905
1.02.5 I
7.8
93 110.0
990 1
105.4 i
6.8
96 1.1.0.0
992
101.7
10.0
92 110.0
987.5
105.4
8.7
96 110.0
993
106.0
8.2
96 110.0
993.5
108.1
7.8
98 110.0
995
101.3
6.6
92 110.0
993.5
108.4
7.6
98 110.0
995
99.8
11.5
90 110.0
991
106.4
5.8
97 110.0
992.5
98.9.
9.4
90 110.0
992.5
109.6
8.3
99 I 11.0.0
994
104.0
6.1
94 ; 110.0
992
108.9 i
7.7
99 j 1.10.0
993.5
105.9 i
5.9
96 ; 110.0
992.5
109.6
8.3
94 I 110.0
994,5
704,0
4.3
94 110.0
992
108.0
7.7
99 110.0
994
105.9
4.4
96 I 110.0
999
104.6
1.3.6 I
95 110.0
1001
99.3
14.5
90 110.0
1000
101.9
11.1
93 110.0
1002
102.2
12.9 1
93 110.0
997
105.9 I
13.8
96 110.0
999
100.5
11.4
91 110.0
998
109.6
11.5
99 110.0
1000
107.2
5.9
97 1 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place Comoaction I Density
195
05-05-05
Lot 2 B Front Half
196
05-05-05
Lot 2 B Back Half
197
05-05-05
Lot 2 B Back Half
198
05-05-05
Lot 3 8 Back Half
199
05-05-05
Lot 2 A Back Half
200
05-05-05
Lot 1. A Back Half
201
05-05-05
Lot 1 A Back Half
202
05-05-05
Lot 1 A Center
203
05-05-05
Lot 1 A Center
204
05-05-05
Lot 2 A Center
205
05-05-05
Lot 2 A Center
206
05=06-05
Lot 54 A Front Half
207
05-06-05
Lot 53 A Front Half
208
05-06-05
Lot 52 A Front Half
209 I
05-06-05
Lot 51 A Front Half
210
05-06-05
Lot 54 A Front Ha If
211
05-06-05
Lot 54 A Back Half
212
05-06-05
Lot 53 A Back Half
213 i
05-06-05
Lot 53 A Back Half
214
05-06-05
Lot 52 A Back Half
215
05-06-05
Lot 52 A Back Half
216
05-06-05
Lot 51 A Back i-ialf
217 +
i
05-06-05
Lot 51 A Back Half
218
05-09-05
Lot 18 A Front
219 i
05-09-05
Lot 18 A Front
220 ;
05-09-05
Retest # 119
221 i
05-09-05
Lot 18 A Back
222
05-09-05
Lot 1.9 A Front
223
05-09-05
Lot 19 A Front
224 i
05-09-05
Lot 19 A Back
225
05-09-05
Lot 19 A Back
226
05-09-05
Lot 21 Front
227
05-09-05
Lot 21. Front
228
05-09-05
Lot 21Back
229
05-09-05
Lot 21 Back
230
05-09-05
Lot'4 B Back
231
05-09-05
Lot 4 B Back
232
05-09-05
Lot 4 B Front
233
05-09-05
Lot 4 B Front
234
05-09-05
j Lot 7 B Back
DATE: March 2, 2006
997
100.1.
8.8
1000
103.1
11A
1002
102.8
12.1
999
104,5
10.2
993
106.0
8.2
993.5
10911
7,8
995
101.3
5.4
.993
108.4
7,6
995.2
99.8
11.52
991
106.4
4.5
993
98.9
9.4
993
.109.1
9.1
991.5
1 107.9
12.6
992
I 100.9
17.4
991
s 103.5
8.8
991
104.9
13.6
992.5
98.6
12.0
988.5
104.3
1.3.6
990
1.01..0
15.8
988.5
105.3
16.1
990
107.5
1.0:0
990.5
105.9
I 17:1
992
107.6
16.9
994
108.9
16.1
996
106.1
12.5
109.7.
11.5
999
107.9
13.8
996.5
106.1
8.5
997.5
102.8
8.6
991
104.9
14.1
997
106.4
14.8
998.5
106.1
1.3.3
999.5
105.7
12.9
998
99.1
6.1
1000
98.8
5.2
997
99.0
9.7
999
104.5
5.6
997
105.6
7.7
999
105.1
7.8
996
104.1
1 9.0
91.
110.01
99
110.0
93
110.0
95
1.1.0.0
96
110.0
99
11.0.0
92
110.0
98
110.0
90
110:0
97
110.0
90
110.0
99
I 110.0
98
110.0
92
I 110.0
94
110.0
95
I 110.0
90
110.0.
95
I 110.0
92
110.0
96
110.0
98
110.0
96
11.0.0
98
110.0
99
110.0
96
110.0
99**
110.0
98
110.0
96
110.0
93
110.0
95
; 110.0
97
; 11.0.0
96
i 110.0
96
I 110.0
90
' 110.0
90
110.0
90
110.0
95
110.0
96
110.0
95
110.0
95
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moi&turc Relative Maximum
In Place In Place Compaction Density
235
236
237
238
239
05-09-05
05-09-05
05-09-05
05-09-05
OS -09-05
Lot 7 B Back
Lot 7 B Front
Lot 7 B Front
Lot 8 B Front
Lot 8 B Front
240 1
05-10-05
Lot 44 A Front
241
05-10-05
Lot -4.5 A Front
242
05-10-05
Lot 46 A Front
243
05-10-05
Lot 51 A Front
244
05-10-05
Lot 51 A Front
245
05-10-05
Lot 52 A Front
246
05-10-05
Lot 52 A Front
247
05-10-05
Lot 53 A Front
248
05-10-05
Lot 53 A Front
249 j
05-10-05 ;
Lot 54 A Front
250
05-10-05
I_.ot 54 A Front
251
05-10-05
Lot 54 A Back
252
05-1:0-05
Lot 54 A Back
253
05-10-05
Lot53 A Back
254
05-10-05
Lot 53 A Back
255
05-10-05
Lot52 A Back
256 1
05-10-05
Lot 52 A Back
257 1
0540-05
Lot 89 B Back
258 I
05-10-05
Lot 8913 Hack
259
05-10-05
Lot 90 B Back
260
05-10-05
Lot 901313ack
261
05-10-05
Lot 91 B Back
262
05-10-05
Lot 91 B Back
263
05-10-05
Lot 4 8 Back
264
05-10-05
Lot 3 B Front
I
265
05-11-05 ;
Lot 4 B Front
266 I
05-11-05 1
Lot 4 B Front
267.105-11-05
1,ot 413 Front
268 I
05-11-05
Lot 3 B Front
269.
05-11-05
Lot 3 B Front
270 I
05-11-05
Lot 3 B Front
271 i
05-11-05
Lot 4 B Back
272 4
05-11-05
Lot 4 B Back
273
05-11-05
Lot 4 B Back
274
05-11-05
Lot 3 B Back
DATE: March 2, 2006
994
103.9
996
107.7
994
103.2
994
98.9.
996
1.03.6
991
1.04 .6
991.5
I 100.5
991.5
i 94.1
993
i 101.1
995
99.6
994
104.5
996
103.5
993.5
108.8
995
108.0
993.5
109.2
995
108.9
993.5
108.7
995
108.4
993
102.7
995
99.1.
994 I
108.0
995.5
1.08.1
984.5
100.5
986
104.4
985
1.04.5
987 i
109.7
982
1.04.6
984
1.08.1
1003
98.9
1001
107.3
1003
104.3
1004
109.5
1.005
i 103.2
1003.5
i 106.5
1004.2
109.5
1005.5
108.0
1004
107.7
1005.5
109.8
1007
104.4
1003
106.6
8.6
13.7
5.3
7.6
8.3
11.9
13.8
1.3.5
16.9
11.2
16.5
1.0.6
14.8
:13.3
1.7.0
13.0
17.2
16.0
11.9
8.5
13.2
11.3
14.3
13.1
14.8
6.3
12.8
11.3
12.7
6.8
9.9
4.0
13.9
16.1
11,6
7.0
7.3
5.4
5.8
].1..4
94 110.0
98 110.0
99 110.0
91 110.0
94 110.0
95 110.0
91 110.0
86* 110.0
92 110.0
90 110.0
95 i 110.0
94 110.0
99 '11.0.0
98 110.0
99 110.0
99 1.10.0
99 110.0
99 1 110.0
93 110:0
90 110.0
98 110.0
98 110.0
91. 110.0
95 110.0
95 110.0
99 110.0
95 110.0
98 110.0
.90 11.0.0
97 110.0
95 110.0
99 110.0
96 110.0
97 11.0.0
98 1 110.0
96 110.0
98 110.0
99 110.0
95 110.0
97 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date TestedI Location Elevation Dry Density % Moisture Relative I Maximum
In Place In Place Compaction Density
275
05-11-05
Lot 3 B Back
1004
108.3
9.1
98
110;0
276
05-11-05
Lot 3 B Back
1005.5
107.9
7.0
98
110.0
277
05-11-05
Lot 46 A Front
993
100.9
6.3
92
110.0
278
05-11-05
Lot 49 A Back
898
107.1
10.2
97
110.0
279
05-11-05
Lot 49 A Back
991
108.1
8.5
98
j 110.0
280
05-11-05
Lot 50 A. Back .
989.5
1.01..5
16.3 '
92
110.0
281 i
05-11-05
Lot 50 A Back
991
107.4
7.4
98
110.0
282
05-11-05
Lot 5:1. A Back
991
1.09.6
9.8
99
110.0
283
05-11-05
Lot 51 A Back
993
101.6
9.3
92
110.0
284
05-11-05
Lot 44 A Back
991
103.9
13.0
94
110.0
285
05-11-05
Lot 48 A Front
991
105.1
11.4
96
110.0
286
05-11-05
Lot 48 A Front
992
100.9
10.2
92
110.0
287
05-11-05
Lot 49 A Front
991
102.8
9.9
93
110.0
288
05-11-05
Lot 49 A Front
992
101.0 I
10.4
92
110.0
289
05-11-05
Lot 50 A Front
992
I 101.8
11.0
93
110.0
290
05-11-05
Lot 50 A Front
993
j 100.5
8.7
91
110.0
291
05-1.1-05 I
Retest # 242
991.5
1 101.4
9.0
92""
110.0
292
05-1.2-05
Lot 50 A Back
993
107.6
12.5
98
1 110.0
293
05-12-05
Lot 50 A Back
994.5
109.2
9.1
99
( 110.0
294
05-12-05
Lot 49 A Back
991
105.1
13.1
95
110.0
295
05-12-05 i
Lot 49 A Back
993
104.4
13.9
' 95
I 110.0
296
05-12-05
Lot 51 A Front
997
108.9
10.5
j 99
1.1.0.0
297 I
05-12-05 1
Lot 51 A Front
999
105.9
1.0.6
96
110.0
298
05-12-05 !
Lot 54 A Front
997.5
104.0 i
14.1
95
I 110.0
299
05-12-05 1
Lot 54 A Front
999.5
100.5 I
5.1
92
110.0
300
05-12-05
Lot 53 A Front
997
106.4
14.8
97
110.0
301
05-12-05
Lot 53 A Front
999
98.9 j
11.2
I 90
'110.0
302 I
05-12-05 '
Lot 53 A Back
994.5
107.6
12.7
j 98
110,0
303 ';
05-12-05 I
Lot 53 A Back
996.5
106.5 i _
13.4
97
110.0
304 !
05-1.2-05
Lot 54 A Back
997
"108.3
8.7
98
110.0
305
05-12-05
Lot 54 A Back
998.5
I 99.3
12.5
90
110.0
306 i
05-12-05
Lot 1 A Back
996
100.8 1
10.4
92
110.0
307
05-12-05
Lot 2 A Back
995
101.3 i
11.2
92
110.0
308
05-12-05
Lot 2 A Front
996
99.5
9.0
99
110.0
309 I
05-12-05
Lot 52 A Front
996 .
I 106.1
1.4.3
96
110.0
310 I
05-12-05
Lot 49 A Front
992.5
105.3
12.5
96
110.0
311
I
05-12-05
Lot 50 A Front
994
` 103.8
10.9
94
110.0
312
05-12-05
Lot 31 A Front
991.5
I 1.00.3
1.0.6
91.
110.0
313
05-12-05
1.ot 31 A Front
992.5
103.5
10.4
94
110.0
314
05-12-05
Lot 30 A Front
991
1.02.1.
8.7
93
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tit No. Date Tested I Location Elevation Dry Density % Moisture Relative Maximum
In Place I In Place Compaction Dcnsity
315
05-13-05
Lot 2 B Front
1001 I
100.4
14.6
316
05-13-05
Lot 2 B Center
1001
104.5
12.1
317
05-1.3-05
Lot 2 B Front
1003 j
100.0
13.2
318
05-13-05
Lot 1 B Front
1001.5
105.9
16.4
319
05-13-05
Lot 1 13 Front
1003
10115
11.2
320
05-13-05
Lot 1 B Center
1001
103.2
13.0
321
05-1.3-05
:Lot 1 B Back
1003.5
101.5
14.3
322 1
05-13-05
Lot 1 B Back
1005
99.2
12.9
323
05-13-05
Lot 1 8 Center
I
1003
104.5
11,3
324
05-13-05
Lot 2 B Back
1002
102.0
11.6
325
05-1.3-05
foot 2 8 back
I
1003.5.
104.6
8.1
326
05-13-05
Lot 2 B Center
1003
104.1
9.5
327
05-13-05
I Lot 17 A Back
998
103.7
7.7
328
05-13-05
Lot 17 A Back
1000
98.7
9.4
329
05-13-05
Lot 17 A Center
998
1.06.5
10.1.
330 I
05-1.3-05
Lot 33 A Front
999 ' i
101.8
14.3
331
05-13-05
Lot 32 A Center
990 !
108.6
8.9
332 I
05-13-05
Lot 32 A Center
990 I
100.8
10.5
333
05-13-05
Lot 14 A Back
998
95.1
18.1
334
I
05-13-05
Lot 13 A Back
998 i
I
104.4
11.0
i
335
05-16-05
Retest # 112
109.5
10.9
336
05-16-05
Lot 15 A Back
998.5
106.8
10.3
337
05-16-05
Retest 9 333
99.2.
17.4
338
05-16-05
Lot 14 A Back
1002.5
102.3
1 11.9
339
05-1.6-05
Lot 14 A Center
1001
104.6
10.2
340
05-16-05
Lot 13 A Back
1001
104.1
17.9
341
05-16-05
Lot 13 A Back
1003
100.4
8.5
342
05-16-05
Lot 13 A Center
1001.5 i
103.1
10.5
343 I
05-16-05
Lot 15 A front
998
108.7
13.2
344
05-16-05
I Lot 15 A .Front
1000
99.3
9.4
345 i
05-16 --
Lot 15 A Center.
998.5 1
106.0
10.1
346
05-16-05
Lot 14 A Front
1001.5
103.8
18.0
347 j
05-16-05
Lot 14 A Front
1003.5
101.9
'15.4
348
05-16-05
Lot 15 A Center
1001
104.4
11.3
349 I
05-16-05
Lot 13 A Front
1000
101.0
16.7
350
05-16-05
Lot 13 A Front
1.002
104.9
'12.1
351
05-16-05
Lot 13 A Front
1000
106.8
10.9
352
05-17-05
Lot 17 A Center
999
109.1.
10.9
353
05-17-05
Lot 1.6 A Back
1002
107.5
12.0
354
05-17-05
Lot 15 A Back
1000 �
103.0
10.6
DATE: March 2, 2006
91 110.0
95 110.0
91 110.0.
96 110.0
92 110.0'
94 110.0
92 1.1.0.0
90 110.0
95 1.1.0.0
93 110.0
95 1.1.0.0
95 110.0
94 11.0.0
90 110.0
97 110.0
93 110.0
99 110.0
92 710.0
86* 110.0
95 110.0
99** 110.0
97 110.0
90** 1.10.0
93 110.0
95 110.0
95 110.0
91 110.0
94 110.0
99 110.0
90 110.0
96 110.0
94 110.0
93 110.0
95 110.0
92 110.0
95 '110.0
97 110.0
99 110.0
98 110.0
94 110.0
Sladden .Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date TestedI I Location Elevation Dry Density % Moisture Relative I Maximum
In Place In Place Comnaction Densitv
355
05-17-05
Lot 15 A Front
1000
106.4
9.5
97
110.0
356
05-17-05
Lot 1.6 A Front
999
105.3
1.1..7
96
110.0
357
05-17-05
Lot 10 A Back
999
108.1
12.4
98
110.0
358
05-17-05
Lot 10 A Back
1001
I 106.7
13.0 I
97
i 110.0
359
05-17-05
Lot 11 A Back
999
105.9
7.1
96
110.0
360
05-1.7-05
Lot 11 A Back
1001
107.8
11.4
98
110.0
361
05-17-05
Lot 9 A Front
999
107.7
8,1
98
.110.0
362
05-17-05
Lot 10 A Front
998.5
105.7
13.4
96
110.0
363
05-17=05
i Lot 37 A Back
990
102.3
1.4.3
93
110.0
364
05-17-05
I Lot 37 A Front
990
103.3
11.6
94
110.0
365
05-17-05
Lot 37 A 'Front
992
1.04.1.
1.0.9
95
1 110.0
366 j
05-17-05
Lot 8 A Back
998.5
104.7
15.8
95
11.0.0
367 j
05-17-05
j Lot 8 A Back
1000.5
106.5
11.3
97
110.0
368 i
05-17-05
I Lot 9 A Back
998
104.1
13.8 I
95
110.0
369 1
05-17-05
Lot 9 A Back
1000
102.0
12.0 '
93
110.0
370 !
05-17-05
Lot 36 A Front
990.5
j 100.6
12.1
91
1.10.0
371
05-17-05
Lot 36 A Front
991.5
1 101.4
11.3
92
110.0
372
05-17-05
Lot 35 A Front
990
102.5
10.6
93
110.0
373
05-17-05
Lot 35 A Front
991
103.8
10.4
94
I 110.0
374 '
05-17-05
Lot 16 A Center
1000
105.0
12.5
95
110.0
375.
05-17-05
Lot 15 A Center
999.5
104.4
13.2
95
i 110.0
376
05-17-05
Lot 17 A Center
1000
106.3
13.8
97
110.0
1
377
05-18-05
Lot 18 A Center
99.5
1.07.9
8.0
98
110.0
378 ':
05-18-05
Lot 18 A Center
1000
98.5
12.7 !
90
110.0
379
05-18-05
Lot 19 A Front
998.5
108.7
9.7 1
90
110.0
380
05-18-05
Lot 19 A Front
1000
105.3
13.1 i
96
110.0
381
05-18-05
Lot 20 A Front
998 1
103.6
9.3 j
96
1.10.0
382
05-1.8-05
Lot 20 A Front
1000 �
106.6
10.8
96
110.0
383
05-18-05
Lot 14 A Front
999 i
107.2
14.6
97
110.0
384
05-18-05
1 Lot 14 A Front
1001
109.0
10.6
99
110.0
385
05-1.8-05
Lot 1.1. A Front
997.5
105.6
11.3
96
110.0
386
05-18-05
Lot 11 A Front
999
107.0
10.6
97
110,0
387
05-18-05
1 Lot 17 A Back
998.5
104.06 I
9.9
95
110.0
388
05-18-05 j
Lot 17 A Back
1000.5
104.4
16.3
95
110.0
389
05-18-05
Lot 18 A Back
999.0
106.6
8.0
97
110.0
390
05-18-05 !
Lot 18 A Back
999.5
100.6
16.4
94
110.0
391
05-18-05 ;
Lot 19 A Back
997.5
103.6
15.3
94
110.0
392
05-18-05 I
Lot 1.9 A Back
999.5
101.1
15.0
92
110.0
393
05-18-05
Lot 20 A Back
998.0
107.2
1.1.9
97
110.0
39.4
05-18-05
Lot 20 A Back
1000
107.5.
9.7
98
110.0
395
05-18-05
Lot. 17 A Front
997.5
1.06.4
14A
97 I
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
Location Elevation
Dry Density
% Moisture
Relative
Maximum
05-18-05
Lot 8 A Front
399
I In Place
In PlaceI
Compaction]
� Density
Lot 1 A Front
401.
05-19-05
Lot 105 Back
II
I
05-19-05
I Lot 104 Back
396
05-18-05
Lot 17 A Front
397
05-18-05
Lot 8 A Front
398
05-18-05
Lot 8 A Front
399
05-19-05
Lott A Front
400
05-19-05
Lot 1 A Front
401.
05-19-05
Lot 105 Back
402
05-19-05
I Lot 104 Back
403
05-19-05
Lot 103 Back
404
05-19-05
I Lot 105 Center
405 ;
05-19-05
; Lot 104 Center
406 i
05-19-05
Lot 103 Center
407
05-19-05
Lott A Front
408
05-19-05
Lott A Front
409
05-20-05
l,ot 22 A Back
410 i
05-20-05
Lot 23 A Back
411
05-20-05
Lot 18 A Front
412 I
05-20-05
Lot 22 A Front
413 i
05-20-05 1
Lot 22 A Front
414
05-20-05
Lot 23 A Front
415 j
05-20-05
Lot 25 A Back
416
05-20-05
Lot 26 A,Back
417
05-20-05
Lot 22 Center
418
05-20-05
Lot 23 Center
419
420
421
422
423
424
425
.4.26
427
428
429
430
431
432
433
434
DATE:
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
March.2, 200
Lot 102 B Back
Lot 103 B Back
Lot 104 B Back
Lot 105 B.Back
Lot 54 A Front
Lot 54 A Front
Lot 54 A Back
Lot 54 A Back
Lot 53 A Back
Lot 53 A Back
Lot 54 A Front
Lot 54 A Front
Lot 53 A Front
Lot 53 A Front
Lot 52 A Front
Lot 52 A Front
999.5
997
998.5
996
998
983
982
982
983
982
982
997
998.5
1.001
1001
998
998.5
1001
1001
1001
1001.5
995.5
1000
983
984
984
984
1001
1002
1000.5
1001.5
998.5
1000.5
1000
1001.5
1000
1001.5
998
1000
102.4
105.4
103.9
104.7
1.0.4.8
104.1
105.0
105.7
1.03.2
102.9
104,1
105.4
104.0
106.8
105.1
107.7
104.5
94.1
95.3
97.2
96.5
102.4
103.6
101.5
105.6
106.1
102.7
108.1
104.0
103.3
104.5
104.1
102,9
109.7
101.9
102.5
101.0
108.1
100.3
11.8
14.0
13.3
15.9
1.1..6
16.9
8.9
13.0
11.8
10.1
10.8
16.9
14.2
15.2
13.7
9.6
14.5
20.1
1 19.4
j 21,4
18.4
'106.2
I 15.6
14.8
13.4
12.3
20.4
13.9
12.8
14,1
13,2
11.6
12,0
7.5
11.0
16.6
12.9
13.2
11.6
93
96
94
95
95
95
95
95
95
94
95
96
95
97
95
98
95
86*
87*
88*
80*
93
94
92
96
96
93
98
94
94
95
95
93
93
91
91
90
96
90
110.0
110.0
110.0
110.0
11ob
110.0
110.0
110.0
110.0
j 110.0
' 110.0
110.0
1.1.0.0
110.0
110,0
110.0
110.0
110.0
1'10.0
110.0
i 110.0
110.0
i 110.0
'110.0
110.0
110.0
110.0
110.0
110.0
1.1.0.0
1.10.0
110.0
110.0
112.0
112.0
110.0
112.0
112.0
112.0
Slalden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No. Date Testes! Location Elevation I Dry Density % Moisture Relative Maximum
In Place In Place I Compaction Density
435
436
437
438
439
440
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
Retest # 413
Lot 22 A Front
Retest # 414
1,ot 23 A Front
Retest # 415
Lot 25 A back
441
05-24-05
Lot 52 A Back
442
05-24-05
Lot 51 A Back
443 •
05-24-05
Lot 52 A Center
444
05-24-05
Lot 51 A Center
445
05-24-05
I Lot 104 B Front
446
05-24-05
j Lot 103 B Front
447
05-24-05
i Lot 103 B Front
448
05-24-05
Lot 102 B Front
449
05-24-05
Lot 102 B Front
450
05-24-05
I Lot 101 B Front
451
05-24-05
Lot 101 B Front
452
05-24-05
Lot 103 B Ccntcr
453
05-24-05
Lot 1.02 8 Ccntcr
454
i
05-24-05
Lot 101 B Center
i
455:
05-25-05
Lot 50 A Front
456
05-25-05
1 Lot 50 A Front
457
05-25-05 {
Lot 51 A Front
458 1
05-25-05 j
Lot 51 A Front
459 i
05-25-05
Retest # 416
.460
05-25-05
1.,ot 26 A Front
461.
05-25-05 i
Lot 27 A Front
462
05-25-05
Lot 27 A Front
463
05-25-05
Lot 1 B Back
464 !
05-25-05 I
Lotl B Back
465 j
05-25-05 I
Lot 1 B Front
466
05-25-05 j
Lot 2 B Front
467 I
05-25-05
a
Lot 2 B Back
468 I
05-25-05
Lot 51 A Front
469
05-25-05
Lot 51 A Center
470
05-25-05
Lot 50 A Front
471
05-25-05
Lot 50 A Front
472
05-25-05
Lot 49 A Front
473
05-25-05
Lot 49 A Front
474.1
05-25-05
Lot 51 A Back
112.0
1'12.0
112.0
1.12.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
1:1.0.0
112.0
11.0.0
110.0
110.0
112,0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
'110.0
112.0
112.0
112.0
112.0
110.0
110.0
112.0
110.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006
. .Sladdep .En�la�etin,�
104.7
14.2
93**
1003
106.3
24.0
95
101.9
17.2
91**
1003
103.9
18.0
93
108.5
7.8 1
97**
1001. !
1.00.9
22.1. I
90
997.5
109.3
9.5
98
995
108.7
8.8
97
997
105.1
1 9.9
94
995
103.8
10.6
93
983
1.03.9
11...4
93
983
106.2
1 .8.1
96
984.5
1.08.3
7.7
97
982
100.8
11.9
92
983.5
101.9
13.1
93
981.5 i
99.9
16.5
91
983
106.1
8.1
95
984
103.3
9.4
92
984 I
105.8
10.1
94
982.5
I
102.4
8.8
93
996 j
100.4
16.8
91
997 �.
102.5
13.3
93
1000
1.04.4
1.4..8
95
1000.5
106.1
12.9 i
96
94.3
22.1* 1
86**
999.5
95.6
18.4*
82*
996
101.3
16.6 1
92
998 ;
103.1
14.0
94
1005
106.2
1.0.9
95
1007
107.6
7.0
96
1.005
105.1
13.4 i
94
1005.5 i
105.9
16.9
95
1005
102.0
17.1
93
1001
100.2
1.6.3
91
1001.5
108.7
6.4
97
996
107.8
9.7
98
998
103.2
13.0
94
994.5
105.1
13.2
95
996.5
104.5
12.1
95
997
101.0
15.1
92
112.0
1'12.0
112.0
1.12.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
1:1.0.0
112.0
11.0.0
110.0
110.0
112,0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
'110.0
112.0
112.0
112.0
112.0
110.0
110.0
112.0
110.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006
. .Sladdep .En�la�etin,�
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested I Location
475
476
477
.4.78
479
480
481
482
483
484
485
486
487
488
489
490
491
05-25-05
05-25-05.
05-25-05
05-25-05
05-25-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
05-26-05
Lot 51 A Back
Lot 27 A Back
Lot 27 A Back
Lot 28 A Back
Lot 28 A Front
Lot 2 A Back
Lott A Back
Lot -1 A Back
I,ot 1 A Back
Lot 47 A Back
Lot 48 A Back
Lot 49 A Back
Lot 50 A Back
Lot 47 Center
Lot 48 Center
Lot 49 Center
Lot 50 Center
492
05-27-05
i Lot 31. A Back
493
05-27-05
; Lot 34 A Front
494
05-27-05
Lot 33 A Front
495
05-27-05
Lot 32 A Front
496
05-27-05
Lot 31 A Front
497
05-27-05
Lot 31 A Center
498
05-27-05
Lot 32 A Center
499
05-27-05
Lot 33 A Ccnter
500
05-27-05
Lot 34 A Center
i
501. I
05-31-05
Lot 34 A Back
502 1
05-31-05
Lot 34 A Back
503
05-31-05
Lot 32 A Back
504 I
05-31-05
Lot 32 A Back
505
05-31-05
Lot 31 A Back
506
05-31-05
Lot 31 A Back
507
05-31-05
Lot 29 A Back
508
05-31-05
Lot 29 A Back
509
05-31-05
Lot 10 Front
510
05-31-05
Lot 1 B Back
511
05-31-05
Lot 5 B ,Back
512
05-31-05
Lot 5 B Back
513
05-31-05
Lot 33 A Center
DATE: March 2, 2006
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
ElevationI Dry Density % Moisture I Relative Maximum
In Place In Place Compaction Density
999
998.5
990
988
992
102.6
107,1
102.1
106.9
100.1
997
106.5
999
101.3
998
109.1
1000
1.04.2
991.5
104.0
995
106.2
995
108.9
-996.5
109.4
992 ;
103.7
994.5 1
102.9
99.4
1.06.1.
995.5 I
104.0
994
993
993
992.5
994.5
992.5
992
993
993
995
997
994.5
996.5
996
997
996
997
1.007
1007
997.5
999
994.5
100.7
109.4
1.07.6
103.9
101.3
102A
105.5
107.2
104.4
108.3
104.1
103.6
101.9
104.1
105.3
104.9
103.0
105.4
102.1
104.8
101.6
108.4
12.1
6.8
11.9
7.1
7.4
16.4
12.4
9.8
12.1
10.6
6.3
13.0
12.3
11.2
8.9
10.1
9.3
10.0
6.2
11.8
8.3
9.1
7.9
10.3
9.0
11.4
8.9
9.3
8.4
10.1.
9.0
'11.1
10.5
8.7
13.3
16.5
14.1
10.9
8.6
93 110.0
96 112.0
93 110.0
95 112.0
91 110.0
95 112.0
90 112.0
97 1012.0
93 112.0
93 112,0
95 112.0
97 112.0
98 112.0
93 1.12.0
92 112.0
95 112.0
93 112.0
90 j 1.12.0
98 112.0
96 f 112.0
93 I 112.0
90 112.0
91 1.12.0
94 I 112.0
96 I 112.0
93 I 112.0
97 112.0
93 I 112.0-
93
12.093 112.0
91 112.0
93 112.0
94 112.0
94 112.0
92 i 112.0
94 11:2.0
91 112.0
94 112.0
93 I 112.0
97 112.0
Sladden Engineering.
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California.
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
I Date Tested
I Location
Elevation
l Dry Density
J In Place
j % Moisture
I In Place
Relative
Compaction
Maximum
Dcn%ity
514
05-311-05
Lot 33 A Center
996
105.5
7.1
94
112,0
515
05-31-05
Lot 32 A Center
994
106,2
8,5
95
112.0
516
05-31-05
Lot 32 A Center
996
106.6
9.0
95
112.0
517
05-31-05
Lot 33 A Back
992
107.2
6,7
96
112.0
518
05-31-05
Lot 30 A Back
994
107.5
11.2
96
112.0
519
05-31-05
Lot 30 A Back
996
107.0
14.4
96
112.0
520
05-31-05
Lot 31 Center
994.5
103.8
10.5
93
112.0
521
05-31-05
Lot 2 H Back
1007
100.1.
1.6.8
91
110.0
522
05-31-05
Lot 2 B Front.
1007
105.7
13.7
94 1
1.1.2.0
523
i 05-31-051
Lot 6 B Back
998
107.6
5.3
96
112.0
524
I 05-31-05
I
I Lot 6 B Back
I
1000
;
105.9
8.7.
95
1.1.2.0
525
i
06-01-05
Lot 34 A Back
991
103.3
8.5
92
112.0
526
i 06-01-05 I
Lot 33 A Back
991
102.4
8.1
1 91
112.0
527
06-01-05
Lot 32 A Back
990.5
104.1
9.01
93
1.12.0
528
06-01-05
Lot 34 A Back
993
100.6
9.1
90
112.0
529
i 06-01.-05
Lot 34. A Hack
994
1.02.1.
8.3
91
112.0
530
06-01-05
Lot 33 A Back
993.5
103.7
10.6
93
112,0
531.
06-01-05
Lot 33 A Back
99.4,5
101.0
8.8
90
112.0
532
06-01-05
Lot 32 A Back
993
101.9
10.1.
91
112.0
533
06-01-05
Lot 32 A Back
994.5
106.8
9.0
90
112.0
5:14
06-01-05
Lot 48 A Back
997 1
106.5
7.4
95
112.0
535
06-01-05
Lot 48 A Back
999
105.6
5.9
94
112.0
536
06-01-05
Lot 48 A Front
992
108.5
8.1,
97 I
112.0
537
06-01-05
Lot 50 A Front
994 1
102,5
8,7
92 i
112.0
538
06-01-05
Lot 33 A Center
993.5 I
102.9
9.9 i
92 ;
112,0
539
06-01-05
l..ot 31 A Center
994 f
104.6
11,4 I
93
112.0
540
06-01-05
Lot 34 A Center
994
103.3
10.0 ;
92 f
112.0
541
06-02-05
Lot 34. A Front
995
108.1 I
i
14.8
97 I
112.0
542 I
06-02-05 j
Lot 34 A Front
996.5
108.4 1
12.7
97
112.0
543
06-02-05 I
T,ot 31. A Front
996.5
105.1 I
12.0 I
94 I
11.2.0
544
06-02-05 i
Lot 31 A Front
998
101..1 I
.1.3.2 j
90
112.0
545
06-02-05
Lot 33 A Back
996.5
106.3
11.5 1
95
112.0
546
06-02-05
Lot 33 A Back
998.
102.8
13.1
92
112.0
547
06-02-05 i
Lot 31 A Back
998
107.6 I
12.8
96
112.0
548
06-02-05
Lot 31 A Back
999.5
108.2 j
13.0
97
112.0
549
06-02-05 I
Lot 33 A Front
993
109.9 !
10.7
98
112.0
550
06-02-05
Lot 33 A Front
995
103.3
11A
92
112.0
551
06-02-05
Lot 32 A Front
994
101.4 j
15.7
91
112,0
552
06-02-05
Lot 32 A Front
996
106.5 !
6.8
95
112.0
553
06-02-05
Lot 32 A Back
997.5
106.0 j
12.2
95 i
112.0
DATE: March 21 2006
$1adden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested Location
554
06-02-05
555
06-02-05
556
06-02-05
557
06-03-05
558
06-03-05
559
06-03-05
560
06-03-05
561
06-03-05
562
06-03-05
563
06-03-05
564
06-03-05
565
06-03-05
566
06-03-05
567
06-03-05
568
06-03-05
569
06-03-05
570
06-03-05
571
i 06-03-05
572
06-03705
573
06-03-05
574
06-03-05
575
06-13-05
576
06-03-05
577
06-06-05
578
06-06-05
579 I
06-06-05
580
06-06-05
581
06-06-05
582 i
06-06-05
583 I
06-06-05
5134
06-06-05
585
06-06-05
586:
06-06-05
587 i
06-06-05
588 1
06-06-05
589
06-06-05
590 i
06-06-05
591 '
06-06-05
592
06-06-05
593
06-06-05
DATE: March 2, 20C
Lot 32 A Back
Lot 34 A Back
Lot 34 A Back
Lot 47 A Back
Lot 47.A Front
Lot 46 A Front
Lot 4.6 A Back
Lot 45 A Back
Lot 45 A Front
Lot 42 A Front
Lot 42 A Front
Lot 41. A Front
Lot 42 A Back
Lot 43 Back
Lot 44 A Back
Lot 44 A Front
Lot 41 A Front
Lot 42 A Front
Lot 41. A Back
Lot 42 A Back
Lot 43 A Back
Lot 44 A Back
Lot 44 A Front
Lot 41 Front
Lot 41 Front
Lot 41 Center
Lot 43 Front
Lot 43 Front
Lot 43 Center
Lot 44 Front
Lot 44 Front
Lot 44 Center
Lot 43 Back
Lot 43 Center
Lot 41 Back
Lot 41 Back
Lot 41 Center
Lot 42 A Front
Lot 42 A Front
Lot 42 A Center
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture Relative
In Place I In Place I Comr)actic
999
997
998
991
991
991.5
992
991.5
991.5
992
993
989
991
992
993
992
991
994
992
993
993.5
994
993.5
107.3
1.06.5
104.0
106.6
104.5
103.8
101.6
105.1
102.6
106.6
103.0
102.2
108.4
101.6
106.3
108.0
101.3
102.1
1.05.1
100.5
104.5
103.8
106.0
993
105.1
995 ,
107.1
992.5
103.5
991.
1.03.6
993
101.0
991.5 i
106.3
995
101.3
996 j
105.9
994 '
104.0
995
1.05.2
994.5
107.2
994
109.0
996
101.5
994
103.3
993.5
108.4
994.5
103.0
994
101.4
10.6
13.6
10.5
9.9
11.3
10.1
13.9
8.3
12.2
10.5
9.1
6.3
9.7
16.5
6.7
6.0
17.0
14.8
14.5
1.6.0
17.1
15.9
15.3
14.9
12.6
11.8
1.7.6
17.2
12.7
18.3
14.2
13.1
1.5.5
12.6
13.9
14.2
10.9
15.8
14.4
16.6
96
95
93
95
93
93
91
94
92
95
92
91
97
91
95
96
90
91
94
90
93
93
95
94
96
92
93
90
95
90
95
93
94
96
97
91
92
97
92
91
Maximum
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
i 112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
1.12.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club - The Hideaway
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density o o MoistureI Relative I Maximum
In Place In Place Comnaction J Density
594
595
596
597
598
599
06-16-05
06-06-05
06-06-05
06-06-05q
06-06-05
06-06-05
Lot 44 A Back
Lot 44 A Back
Lot 44 A Center
Lot 42 A Back
Lot 42 A Back
Lot 42 A Center
600 1
06-07-05
Lot 38 A Front
601 I
06-07-05
Lot 39 A Back
602
06-07-05
Lot 39 A Front
603
06-07-05
Lot 39 A Back
604
06-07-05
Lot 40 A Front,
605
06-07-05
Lot 40 A Back
606
06-07-05
Lot 40 A Front.
607
06-07-05
Lot 40 A Back
608
06-07-05
i No Test
609 j
06-07-05
No Test
610
06-07-05 I
Lot 40 A Back
611
06-07-05
Lot 40 A Back
612
06-07-05
Lot39 A Back
613
06-07-05 i
Lot 39 A Back
614
06-07-05 i
Lot 38 A Back
615
06-07-05
Lot 38 A Back
616
06-07-05
Lot 37 A Back
617
06-07-05
Lot 37 A Back
618 ;
06-07-05 j
Lot 36 A Back
619 j
06-07-05 I
Lot 36 A Back
620
06-07-05 i
Lot 36 A Front
621
06-07-05
Lot 36 A Front
622 '
06-07-05
Lot 36 A Center
623 j
06-07-05 i
Lot 37 A Front
624
06-07-05 i
Lot 37 A Center
625
06-07-05
Lot 38 A Front
626
06-07-05 i
Lot 38 A Frant
627
06-07-05 i
Lot 38 A Center
628
06-07-05
Lot 39 A Front
629
06-07-05
Lot 39 A Front
630
06-07-05
Lot 39 A Center
631
06-07-05
Lot 40 Front
632
633
06-08-05
06-08-05
DATE: March 2, 2006
Retest # 611
Retest u 631
994.5
995.5
995
993.5
994.5
994
991
991
990.5
991.
.991
990.5
992.5
992
994
995
993.5
994.5
993.
994
993
994
993.5
994.5
993.5
995
993.5
994
993'
992.5
994
994
993
994.5
994
994
101.8
103.7
106.6
106.3
102.7
104.6
103.4
105.3
101.4
1.04.0
106.7
102.2
105.4-
105.1
05.4105.1
109.4
94.8
106.9
98.0
97.6
96.2
98.4
95.0
93.2
96.7
96.5
96.1
102.4
90.8
94.0
104.8
106.1
102.9
95.1
94.3
83.7
97.8
103.1
105.3
15.3
91
11.2.0
10.9
93
112.0
11.7
95
112.0
14.5
95
112.0
10.9
92
112.0
11.3
93
11.2.0
11.1
92
1.1.2.0
10.6
94
112.0
12.9
91
71"0
1.1..8
93
112.0
13.1
95
11.2.0
10.2
1 91
112.0
9.3
94
112.0
10.0
94
112.0
11.4
.98
112.0
15.2
85*
112.0
13.8
90
112.0
1.6.0
88*
112.0
20.1
80*
11.2.0
18.9
86*
112.0
21.9
88"
22.6
85*
112.0
2'1.5
83"
112.0
20.3
86* i
11.2.0
23.2
86" I
112.0
21.3
86"
112.0
16.6
91
112.0
24.7
.81"
1.12.0
21.8
84*
112.0
15.5
94
112.0
14.0
95
'11.2.0
16.2
92
112.0
19.9
85*
112.0
22.0
84*
112.0
21.2
84*
112.0
20.5
87*
112.0
17.5
92**
112.0
14.0
94`* ,
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT N006-02-120
'rest'No.I I Date Tested Location Elevation Dry Density %o Moisture Relative Maximum
In Place In Place Comnaction Density
634
06-08-05
Retest # 613
101.2
16.9
90**
112.0
635
06-08-05
Retest # 628
104.1
1.5.3
93*w
112.0
636
06-08-05
Retest # 629
103.3
12.9
92**
112.0
637
06-08-05
Retest # 630
106.0
14.8
95**
112.0
638
06-08-05
Retest # 614
i
107.1
14.2
96*.*
11.2.0
639
06-08-05
Retest # 615
103.6
13.9
93**
112.0
640
06-08-05
Retest # 616
I
105.2
16.2
94*"
112.0
641
06-08-05
Retest # 617
97.6
18.6
87*
112.0
642
06-08-05
Retest # 618
101.4
17.2
91 **
1.1.2.0
643
06-08-05
Rctcst # 61.9
97.0
24.2
87*
112.0
644
06-08-05
Retest # 623
103.4
16.8
92*"
112.0
645
06-08-05
I Retest # 624
102.2
18.0 '
91*-�
112.0
646
06-08-05
Retest # 620
100,9
17.0
90"*
112.0
647
06-08-05
Retest # 621
101.6
16.5 I
91**
112.0
648 i
06-08-05
Lot 7 B A Front
998
1.09.1.
1.3.5 I
97
112.0
649
06-08-05
I Lot 7 B A Front
1000
1()2,0
18.1 j
91
I 112.0
650
06-08-05
I Lot 6 B Back
998
103.2
14.4
92
I 112.0
651 I
06-08-05
j Lot 6 B Back
1000
100.8
12.1
90
1 1.12.0
652 !
06-08-05
Lot 5 8 front
1001
99.6
12.7
91
I 110.0
653 I
06-08-05
! Lot 5 B Front
1003
99.8
17.6
91
110.0
65.4
06-08-05
Lot 6 B Front
1002
1.01.3
1.1..0
90
112.0
655 I
06-08-05
Lot 6 B Front
1003
104.9
13.1
94
112,0
656 I
06-08-05
Lot 7 B Back
998 I
102.2
16.091
112.0
657
06-08-05
i Lot 7 B Back
999 i
102.8
14.7
92
112.0
658
06-08-05
' Lot 5 B Back
999.5
101.4
12.9
91
112.0
659 j
I
06-08-05
Lot 5 B Back
1000.5 i
1.00.1.
1.4.4
91.
110.0
660 I
06-09-05
Lot 35 A Front
993 !
99.0
1.0.9
90
110.0
661
06-09-05
Lot 35 A Front
995 �
1.02.9
15.1
92
112.0
662
06-09-05
Lot 33 A Front
997
108.7
13.2
97
� 112.0
663 !
06-09-05
Lot 32 A Front
998 j
107.3
10.3
96
( 112.0
664:
06-09-05
Lot 30 A Front
993 i
1.01.2
15.2
92
110.0
665
06-09-05
Lot 30 A Front
995 1
102.7
16.6
92
j 112.0
666 i
06-09-05
Lot 30 A Front
997
102.8
18.2
92
11.2.0
667
06-09-05
Lot 35 A Back
990
103.4
9.6
92
112.0
668 !
06-09-05
Lot 35 A Back
992
108.9
11.7
97
172.0
669 j
06-09-05
Lot 35 A Back
994
106.3
114.4
95
112.0
670
06-09-05
Lot 45 A Back
993.5 1
109.6
16.3
98
112.0
671 I
06-09-05
Lot 45 A Back
995.5
102.8
13.8
92
112.0
672
06-09-05
Lot 46 A Back
995 I
105.4
6.9
94
112.0
673
06-09-05
I Lot 46 A Back
997
101.6
14.1
91
112.0
674
06-09-05
Lot 47 A Back
993 I
103.5
9.1
92
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO; 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.
( Date Tested
I Location
Elevation
I Dry Density
1 1n Place
I % Moisture
In Place
I Relative
f Compaction
Maximum
Density
675
06-09-05
Lot 47 A Back,
995
101.8
11.6
91
112.0
676
06-09-05
Lot 47 A Back
997
99.0
13.6
90
110.0
677
06-09-05
j Lot 31 A Front
999
104.5
13.8
93.
I 112.0
678
j 06-09-05
Lot 30 A Back
998
108.0
12.9
96
112.0
679
06-09-05
I Lot 30 A Back
1000
105.5
13.1
94
'112.0
680
06-09-05
Lot 50 A Back
PG
106.1
13.4
95
112.0
681
j 06-09-05
Lot 50'A Back
PG
102.9
11.3
94
110.0
682
I 06-10-05
Lot 44 A Hack
996.5
! 102.3
9.9
93
110.0
683
I 06-10-05
Lot 45 A Back
993.5
101.6
12.6
I 92
110.0
684
i 06-10-05
Lot 45 A Back
9951.5
109.3
i 17.9
i 94
110.0
685
06-10-05
Lot 46 A Back
-995
107.4
14.6.
97
110.0
686
06-10-05
1'..ot 46 A Back
997
104.2
15.3
94
110.0
687
06-10-05
Lot 47 A Back
993
105.1
13.7
95
110.0
688
06-10-05
Lot 47 A Back
995
1.03.6
1.5.6
94
110.0
689
I 06-10-05
Lot 47 A Back
997
1()2.4
16.2
93
110.0
690
; 06-10-05
Lot 49 A Back
997
103.9
8.6
94
110.0
691
06=10-05
Lot 49 A Back
999
107.7
13.7
98
1.1.0.0
692
06-10-05
Lot 51 A Back
100].
109.2
9.2
99
110.0
693
06-10-05
Lot 52 A Back
999
105.6
11.9
96
110.0
694
j 06-10-05
Lot 52 A Back
1001
104.7
13.3
95
110.0
695
; 06-10-05
Lot 53 A Back
1002.5
109.3 I
12.9 I
99
110.0
696
' 06-10-05
Lot 54 A Back
1003.5
103.6 ,
14.8
94
110.0
697
06-10-05 I
Lot 3 A Back
998 I
107.9
13.1
98
1.10.0
698
06-10-05
Lot 36 A Back
996
103.2
8.9'
93
110.0
699
06-1.0-05 i
1,ot 45 A Front
993.5
99.5
14.9 i
90
110.0
700 i
06-10-05 I
Lot 45 A Front
995.5 I
105.7
20.0
96
110.0
701 j
06-10-05
Lot 46 A Front
993.5 j
1.02.3
1.7..4
93
110.0
702
.06-10-05
Lot 46 A Front
996.5 i
99.5 i
1.9.3 i
90
110.0
703 ,
06-10-05 ':
Lot 47 A Front
993 j
105.4
12.9 j
95
110.0
704
06-10-05 !
I.ot 47 A Front
995
107.1 1
14.6
97
110.0
705
06-10-05
Lot 47 A Front
997
1.01.6
1.3.9 i
92
110.0
706
06-10-05
Lot 48 A Front
994 ;
109.3 ;
15.0
99
110.0
707 !
06-10-05 {
Lot 48 A Front
996 '
105.4 1
11.4
96
110.0
708
06-10-05
Lot 48 A Front
998
101.6 I
10.2
92
110.0
709
06-10-05 !
Lot 49 A Front
998.5
.103.0
16.1
93
110.0
710 i
06-10-05 ;
Lot 50 A Front
996
106.9'
14.0 i
97
110.0
711
06-10-05
Lot 50 A Front
998
106.1
13.5
96
110.0
712
06-10=05 1
Lot 50 A Front
1.000
103.7
15.1 1
94
110.0
713
06-10-05
Lot 52-A Front
1002
106.3
15.3
96
110.0
714
06-10-05 j
Lot 53 A Front
1003.5
109.4 !
16.3
99
110.0
715 I
06-10-05
Lot 41 Front
PG
103.3 I
9.9
92
110.0
DATE: March 2, 2006
SYadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPOR'C NO: 06-02-120
Test No. I Date 'Tested Location Elevation Dry Density I % MoistureI Relative Maximum
In Place in Place Comoaction I Density
716
06-10-05
Lot 41 Center
PG
102.7
9.1
93
110.0
717
06-10-05
Lot 41 Back
PG
104,5
16.5
95
110.0
718
06-10-05
Lot 42 Front
PG
105.3
16.1
95
110.0
719 I
06-10-05
Lot 42 Center
PG
104.3
16.6
94
110,0
720
06-10-05
Lot 42 Back
PG
103.4
11.1
94
110.0
721
06-10-05
Lot 43 Front
I'G
106.6
14.1
97
11010
722 I
06-10-05
Lot 43 Center
PG
103.0
12.5
93
110.0
723
06-10-05
Lot 43 Back
PG
107.9
10.9
98
1.10.0
724
06-10-05
I,ot 44 Front
PG
103.1
1.3.3
93
110.0
725
06-10-05
Lot 44 Center
PG
104.7
16.1
95
110.0
726 I
06-10-05
Lot 44. Back
PG
101.3
10.7
92
110.0
727
06-13-05
Lot 21. A Front
1001.5
107.9
13.2
98
110.0
728
06-13-05
Lot 24 A Front
1001
104.0
17.0
94
110.0
729
06-13-05
Lot 24. A Front
1003
104.8
14.1
95
110.0
730
06-13-05
Lot 25 A Front
1001
106,9
11.3
97
110,0
731
06-13-05
Lot 25 A Front
1003
105.3
16.1
95
110.0
732
06-13-05
Lot 26 A Front
1001
108.0
15.5
98
110.0
733
06-13-05
Lot 26 A Front
1003
109.7
16.0
99
110.0
734
06-1.3-05
Lot 27 A Front
1000
109.0
13.8
99
110.0
735
06-13-05
Lot 27 A Front
1002
108.6
15.1
99
110.0
736
06-13-05
Lot 28 A Front
994
102.0
1.2.0
93
110.0
737
06-13-05.
Lot 28 A Front
996
106.8
18.3
97
110.0
738
06-13-05
Lot 29 A Front
998
103.0
16.0
94
110.0
739
06-13-05
Lot 38 A Front
993
107.1
9.6
97
110.0
740
06-13-05 I
Lot 38 A Front
995,
106.3
15.7
96
110.0
741 I
06-13-05 I
Lot 40 A Front
996
108.6
17.1
99
110.0
742 j
06-13-05
Lot 4.3 A Front
995
103.0 I
9.5
94
110.0
743
06-13-05 1
Lot 54 A Front
1003.5
100.6
18.8
91
110.0
744.
06-13-05
Lot 49 A Center
998.5
101.0
14.7
92
! 1.1.0.0
745 i
06-13-05 I
Lot 23 A Back
1003
104.6
14.6
I
95
110.0
746 i
06-13-05
Lot 24 A Back
999.3
109.3
15.4
99
I 110.0
747
06-13-05
Lot 24 A Back
1001.5
108.1
9.3
98
1.1.0.0
748
06-13-05
Lot 24 A Back
7.003.5
101.4
9.9
I 92
I 110.0
749
06-13-15
Lot 25 A Back
1003
109.7
14.1
99
110.0
750
06=13-05
Lot 26 A Back
1003
107.8
17.7
I 98
110.0
751
06-13-05
Lot 27 A Back
992
102.7
11.8
93
110.0
752
06-13-05
Lot 27 A Back
994
107.0
11.3.
97
110.0
753
06-13-05
Lot 27 A Back
996
106.1
13.6
96
110.0
754 I
06-13-05
Lot 28 A Back
990
1.02.5
13.3
93
110.0
755 `
06-13-05
Lot 28 A Back
992
106.6
11.2
97
1.10.0
756
06-13-05
Lot 28 A Back
994
103.6
12.8
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location ElevationI Dry Density I % Moisture I Relative Maximum
In Place In Place Compaction Density
757 I
06-13-05
Lot 29 A Back
999
758
06-13-05
Lot 29 A Back
1001
759 I
06-14-05
Lot 50 A Back
998,5
760
06-14-05
Lot 50 A Back
100.0
761
06-14-05
Lot 27 A Back
998
762
06-14-05
Lot 27 A Back
100.0
763
06-14-05
Lot 28 A Back
996
76.4
06-14-05
Lot 28 A Back
998
765
06-14-05
i .Lot 28 A Back
1000
766
06-14.-05
Lot 28 A Front
998
767
06-14-05
Lot 30 A Front
999
768
06-14-05
Lot 54 A Front
PG
769
06-1405
Lot 54 A Center
PC
770
06-14-05
Lot 54 A Back
PG
771
06-14-05
Lot 53 A Front
PG
772 i
06-14-05
Lot 53 A Center
PG
773
06-14-05
Lot 53 A Back
PG
774
06-14-05
Lot 52 A Front
PC
775
06-14-05
Lot 52 A Center
PG
776
06-14-05
Lot52 A.Back
PG
777 '
06-14-05
Lot 51 A Front
PG
778 '
06-14-05
Lot 51 A Center
.PG
779
06-14-05
Lot 51 A Back
PG
780
06-14-05
Lot 50 A Front
PC
781
06-14-05
Lot 50 A Center
PG
782 i
06-14-05 i
Lot 50 A Back
PG
783
06-14-05
Lot 99 A Front
PG
784
06-14-05 I
Lot 99 A Back
PG
785
06-14-05
Lot 99 A Center
PC
786
06-14-05
Lot 98 A Front
PG
787
06-14-05
Lot 98 A Back
PG
788
06-14-05
Lot 98 A Center
FG
I
789 !
06-15-05
Retest # 780
790 !
06-15-05
Retest # 782
791 i
06-15-05
Retest # 781
792 '
06-15-05
Lot 47 A Front
PG
793 !
06-15-05
Lot 47 A Back
PG
794
06-15-05
Lot 47 A Center
PC
795
06-15-05 I
Lot 46 A Front
PG
796 j
06-15-05 1.
Lot 46 A Back
PG
DATE: March 2, 2006
102.5 9.7
108.3 14,8
104.4 { 13.3
102.8 12.6
105.0 20.0
104.2 16.7
101.5 11.2
108.7 15.0
105.4 14.2
105.3 17,1
102.1 13.3
99.2. 11.5
100.5 8.3
105.9 9,4
105.5 10.3
106.1 7.7
99.1 9.3
103.0 13.7
1.09.3 12.8
104.4 11.1
101.4 12.3
100,2 9.5
101.6 10.3
91.4 10.2
92.8 9.5
94.4 8.8
101.2 9,3
103.3 12,2
102.6 11.6
99.6 8.6-
103.1. 11.2
107.0 I 10.5
98.9 {� 1.2.9
100.2 12.5
101.9 10.4
102.1 9.1
99.7 8.8
103.6 9.2
100.0 9.1
102.8 10.7
93 110.0
98 110.0
94 110.0
97 110.0
95 110.0
95 110.0
92 110.0
99 110.0
96 110.0
95 110.0
93 1.10.0
90 110.0
91 1.10.0
96 110.0
96 110.0
96 110.0
90 110.0
94 110.0
99 110.0
95 110.0
92 110.0
91 110.0
92 110.0
83* 110.0
84.* 110.0
86* j 110,0
92 I 110.0
94. 110.0
93 110.0
90 110.0
93 110.0
97 110,0
90'x* 110.0
91** 1.1.0.0
92" 110.0
93 110.0
91 110.0
94 110.0
91 110,0
93 '110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.i Date Tested Location Elevation f Dry Density l % Moisture I Relative I Maximum
In Place I In Place Compaction Densitv
797
06-15-05
Lot 46 A Center
PG
105.4
8.9
96
798
06-15-05
Lot 45 A Front
'PG
1.09.2
12.2
99
799
06-15-05
Lot 45 A Back
PG
104.1
11.1
95
800
06-15-05
Lot 45 A Center
PC
106.8
11.3
97
801
06-15-05
Lot 41 A Front
PG
101,3
12.1
92
802
06-15-05,
Lot 41 A Back
PG
106.2
13.3
96
803
06-15-05
Lot 41 A Center
PG
102,9
17.1
93
804
06-16-05
Lot 25 A Front
PG
107,9
13,4
98
805
06-16-05
Lot 25 A Center
PG
102.8
11.5
93
806
06-16-05
Lot 25 A Back
PG
1.07.1
13.2
97
807
06-16-05
Lot 26 A Front
PG
100.3
18.1
91
808
06-1.6-05
Lot 26 A Center
PG
100.4
12.4
91
809
06-16-05
Lot 26 A Back
PG
108.3
12,5 I
98
810
06-1.6-05 i
Lot 27 A Front
PG
106.4
16.9
97
811
06-16-05
Lot 27 A .Center
PG
1.01.2
13.9
92
812 I
06-16-05
Lot 27 A Back
PG
99.4
1 11.2
90
813 I
06-17-05
Lot 28 A Front
PG
103.3
13,7
94
814
06-17-05 '
Lot 28 A Center
PG
1 103.7
18.1
94
815
06-17-05
Lot 28 A Back
PG i
102.5
12.9
93
816
06-17-05
Lot 29 A Front
PG
103.7
10.4
94
817
06-1.7-05
Lot 29'A Center
PC
104.2
15.1
95
818
06-17-05 i
Lot 29 A Back
PG
100.0
10,9
91
819
06-17-05 !
Lot 30 A Front
PG
107.2
13.9
97
820
06-1.7-05
Lot 30 A Center
PG
109.9
10.7
99
821
06-17-05 I
Lot 30 A Back
PG
108.5
12.1.
98
822 I
06-17-05 i
Lot 31 A Front
PC
106.4
11.1
96
823 ,
06-17-05
Lot 31 A Center
PC
109.31
15.0
99
824 !
06-17-05
Lot 31 A Back
PC
106.9
9.1
97
825
06-17-05
Lot 55 A Back
989
100.1
8.8
91
826 i
06-17-05
Lot 56 A Back
988
99.5
9.0
90
827
06-17-05
Lot 57 A Back
989
99.0
11.2
90
828
06-17-05
Lot 58 A Back
989.5
102.8
7.9
93
829 i
06-17-05
Lot 55 A Front
989
103.0
17.1
94
830 j
06-17-05
Lot 56 A Front
988
104.1
9.4
95
821
06-17-05
Lot 57 A Front
989
94.1
12.9
85"
832 I
06-17-05
Lot 58 A Front
989.5
105.6
7.8
96
833
06-17-05
Lot 59 A Front
990
93.1
11.5
85"'
834
06-20-05
Lot 55 A Front
991
102.8
13.1
92
835
06-20-05
Lot 55 A Front
993
103.9
8.6
93
DATE: March 2, 2006
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
J.10.0
110.0
110.0
110.0
9.10.0
110.0
110.0
110.0
110.0
110.0
130.0
110.0
110.0
110.0
110.0
110.0
71 U,U
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
Sladdea Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum
In Place . In Place I Compaction I Densitv
836
06-20-05
I Lot 56 A Front
837
06-20-05
Lot 56 A Front
838
06-20-05
Retest # 821 & $33
839
06-20-05
Lot 57 A Front
840
06-20-05
I Lot 55 A Back
841
06-20-05
Lot 55 A Back
842
06-20-05
Lot 56 A Back
843
06-20-05
j Lot 56 A Back
844
06-20-05
Lot 57 A Back
845
06-20-05
I Lot 57 A Back
846
06-20-05 i
Lot 32 A Front
847
06-20-05
Lot 32 A Center
848
06-20-05
Lot 32 A Back
849
06-20-05
Lot 33 A Front
850 I
06-20-05
I Lot 33 A Center
851 i
06-20-05
Wt 33 A Back
852
06-20-05
Lot 55 A Center
853 i
06-20-05
Lot 56 A Center
854
06-20-05
Lot 57 A Center
855
06-21.-05
Lot 13 A Front
856 I
06-21-05
Lot 13 A Front
857
06-21-05
Lot 13 A Back
858.
06-21-05
Lot 13 A Back
859 i
06-21-05
Lot 13 A Center
860
06-21-05
Lot 1.3 A Center.
861
06-21-05
Lot 12 A Front
862
06-21-05
I,ot 12 A Front
863
06-21-05
Lot 12 A Back
864
06-21-05
Lot 12 A Back
865 i
06-21-05
I Lot 56 A Back
866
06-21-05
Lot 58 A Back
$67
06-21-05
I Lot 34 A Front
868 ;
06-21.-05
Lot 34 A Center
869 I
06-21-05
Lot 34 A Back
870 I
06-21-05
Lot 35 A Front
871
06-21-05
Lot 35 A Back
872 I
06-21-05
Lot 35 A Center
873
06-21-05
Lot 36 A Front
874 i
06-21-05
Lot 36 A Back
875
06-21-05
Lot 36 A Center
876
06-21-05
I,ot 55 A Back
DATE: March 2, 2006
990
101.4
9.3
91
1.1.2.0
991.5
100.8
10.3
90
112.0
104.3
14.1
93**
112.0
992.5
101.5
11.0
91
112.0
991
104.3
10.9
93
112.0
992
105.1
8.8
94
112.0
990
103.0
15.0
92
112.0
991.5
102.4
9.8
91
112,0
991
105.3
11.4 j
94
112:0
992.5
102.2
9.2
91
112.0
PG
103.8
8.8
93
112.0
PG
109.3
10.0
98
112:0
PC
106.3
11.2
95
112.0
PG
107.8
11.5
96
112.0
PC
108.6
12.0
97
i 112.0
PG
107.1
9.8
96
112.0
991
104.4
10.9
93
112.0
990
102.0
11.5
91
112.0
991
105.1
9.4
94
112,0
1004.5
100.9
12.1
92
110.0
1006
104.3 •
1 10.9
95
1.10.0
1004.5
102.8
11.0 i
93
110.0
1006
103.4
I 9.1
94
110.0
1004.5
105.9
9.3 I
96
110.0
1006
101.4
12.5
92
110.0
1006.5
101.1
7.6 I
92
1.1.0.0
1.008
94.4.
9.9
86"
110.0
1006.5
100.1
10.2 i
91
110.0
1008
103.3
8.7
94
110.0
993.5
104.7
15.2 I
93
1.12.0
991.5
106.4
14.4 1
95.
112.0
PG
107.0
8.5 I
96
1.12.0
PC
105.3
9.6
94
112.0
PG
108.4
8.9
97
112.0
PC
99.$
10.7
91
110.0
PC
106.7
9.0
95
112.0
PG
104.5
9.9
93
112.0
PG
100.6
9.1
91
110.0
PG
105.3
10.7
94
112.0
PG
102.4
8.0
91
112.0
994
103.5
13.3
92
117.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. I Date Tested I Location Elevation Dry Density I % Moisture Relative I Maximum
In Placc in Place Compaction Densitv
877
06-21-05
878
06-21-05
879
06-21-05
880
06-22-05
881
06-22-05
882
06-22-05
883
06-22-05
884
06-22-05
885 ,
06-22-05
886
06-22-05
887
06-22-05
888
06-22-05
889
06-22-05
890
06-23-05
891
06-23-05
892 I
06-23-05
893
06-23-05
894 I
06-23-05
895
06-23-05
896
06-23-05
897
06-23-05
898 1
06-23-05
899 I
06-23-05
900
06-23-05
901 I
06-23-05
902 i
06-23-05
903
06-23-05
904
06-23-05
905
06-23-05
906 ;
06-23-05
907
06-23-05
908 I
06-23-05
909
06-23-05
910
06-23-05
911
06-23-05
Lot 57 A Back
Lot 55 A. -Center
Lot 57 A Center
Lot 60 A. Front
Lot 60 A Front
Lot 59 A Front
Lot 58 A Front
Lot 57 A Front
Lot 57 A Front
Lot 56 h Front
Lot 56 A Front
Lot 55 A Front
Lot 55 A Front
Lot 60A Center
Lot 59 A Center
Lot 57 f. Center
Lot 56 A Front
Lot 56 A Front
Lot 55 A Front
Lot 55 A Front
Lot 55 A Back
Lot 55 A Back
Lot 56 A Back
Lot 56 A Back
Lot 56 A Center
Lot 55 A Center
Lot 37 A Front
Lot 37 a Back
Lot 37 A Center
Lot 38 A Front
Lot 38 A Back
Lot 38 A Center
Lot 39 A Front
Lot 39 +1 Back
Lot 39 A Center
994.5
993.5
994
101.4
105.0
103.1
990.5
93.7
992
103.1.
990.5
102.1
991.5
100.6
994
104.5
995
1.04.1
990
106.2
991.5
102.7
991
103.8
992.5
103.1.
993
104.1
991.5
106.9
994
103.0
993
101.8
994.5
101.4
994
104.8
995
102.0
995
107.1
996
104.4
994.5 1
106.0
996 I
103.2
994
107.3
995
104.5
PG
105.1
PG
102.2
PG
103.6
PG
103.9
I'G
106.5
PG
104.7
PG
101..9
PC
105.3
PG ,
104.0
10.9
8.7
7.9
8.4
10.6
11.3
7.1
8.8
8.2
10.1
7.9
9.0
7.8
13.4
11.8
14.0
1:0.5
1.0.1.
14.0
11.9
10.4
8.7
1.1..5
11.1
8.8
9.0
8.3
9.4
9.1
8.5
10.4
9.9
10.6
10.2
7.9
92
94
92
85*
94
93
91
95
95
97
93
94
94
93
95
92
91
91
94
91
96
93
95
92
96
93
94
91
93
93
95
93
91
94
93
110.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
:1.10.0
110.0
110.0
110.0
11.2.0
112.0
112.0
112.0
110.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
1.1.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
912
06-24-05
Lot 30 B Center
989.5
102.6
8.3
93
110.0
913
06-24-05
Lot 30 B Center
991 I
101.41
9.9
92
1.1.0.0
914
06-24-05
Lot 31 B Front
989.5 I
94.9
10.1
93
102.0
915
06-24-05
Lot 31 B Front
991 ;
103.5
11.3 j
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
I Location Elevation
Dry Density
In Place
% Moisture
In Place
I Relative
I Compaction
I Maximum
I Deni
916
06-24.-05 Lot 3213 Front 990
96.2
8.3
94
102.0
917
II 06-24-05 Lot 32 B Front 991.5
104.1
10.6
95
110.0
918
f 06-24-05 Lot 33 B Front 989
101.8
12.1
93
110.0
919
I 06-24-05 Lot 33 B Front 991
104,7
9.0
95
110.0
920
i 06-24-05 Lot 34 B Front .988
100.8
10.3.
92
110,0
921
06-24-05 Lot 34 B Front 989
10511
8.1
96
110.0
922
1 06-24-05 Lot 30 B Back 990
100.5
9.5
91
110.0
923
06-24-05 s Lot 30 B Back 991
101.6
8.3
92
110.0
924
06-24-05 Lot 31 B Back 990
97.3
10.1
95
1.02.0
925
06-24-05 I Lot 32 B Back 990
1.01...4..
:1.1.5
92
110.0
926
06-24-05 I Lot 33 B Back 990
96.2
8.9
94
102.0
927
06-24-05 j Lot 3013 Center 991,5
103.6
1 10.4
94
110.0
928
06-24-05 Lot 31 B Center 990.5
106.7
1 12.9
97
.110.0
929
06-24-05 ( Lot 32 8 Center 991.5
1.04.4
I 1.7..3
� 95
110.0
930
06-24-05 Lot 33 B Center 992
107.1
9.9
1 97
1.1.0.0
931
06-24-05 I Lot 34 B Center 991
103.3
10.4 t
97
110,0
932
06-27-05 Lot 33 B Back 991.5
I 100.2
11.2
91
11.0.0
933
06-27-05 Lot 33 8 Back 993
93.1
12.8
91
102.0
934
06-27-05 Lot 55 A Front 997
1062
16.7
95
112.0
935
06-27-05 Lot 55 A Front 999
99.2
13.9
90
1.1.0.0
936
06-27-05 l.ot 56 A Front 997
1.02.4
1.0.5
93
110.0
937
06-27-05 Lot 56 A Front 999
102.0
13.7
93
1.10.0
938
06-27-05 I Lot 57 A Front 995
100.9
15.3
92
110.0
939
06-27-05 Lot 57 A Front 996
99.2 1
9.6
90
1.10.0
940
06-27-05 Lot 58 A Front 991 i
105.5 1
10.1
94 i
112.0
941
06-27-05 Lot 59 A Front 991,5
106,1
11,3
95
112.0
942
06-27-05 Lot 55 A Back 997
99.6
16.8
91
110.0
9.43
06-27-05 Lot 55 A Back 999
99.2
9.3
90
1.1.0.0
944
06-27-05 j Lot 56 A Back 997
1.06.4
11.7
95
112.0
945
06-27-05 Lot 57 A Back 992
109.5
15.8
98
112.0
946 I
06-27-05 Lot 57 A Back 994
104.8
16.0
94
11.2.0
947
06-27-05 j Lot 59 A Back 991.5
103.0
9.7
94
110.0
948
06-27-05 Lot 59 A Back 993.5
102.4
15.9
93
110.0
949
06-27-.05 Lot 31 B Back 991,5
106.3
11.4
97
1.10.0
950
06-27-05 Lot 31 B Back 993
102.9
9.9
92
112.0
951
06-27-05 Lot 32 8 Back 991.5
96.8
12.8
.95
102,0
952
06-27-05 Lot 32 B Back 993
99.2
8.7
90
110.0
953
06-27-05 Retest # 880
101.5
7.6
92"'
110.0
954
06-27-05 Lot 60 A Front 990.5
101.0
8.3
92
110.0
955
06-27-05 Lot 58 A Back 992.5
104.8
13.1
94
112.0
956
06-27-05 Lot 58 A Back 994
106.1
11.6
95
112.0
DATE: March 2, 2006
Sla"en Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
'fest No.I Date Tested { Location Elevation I Dry Density % Moisture Relative I Maximum
In Place In Place Compaction Densitv
957 06-27-05
Lot 60 A Back 990
103.4
9.9
92
112.0 .
958 I 06-27-05
Lot 60 A Back 992
102.2
10.4
91
112.0
959 06-28-05
Lot 58 A Front 993
103.7
15.1
94
11.0.0
960 06-28-05
Lot 58 A Front 994.5
102.6
12.3
93
110.0
961 06-28-05
Lot 55 A Back 1001
100.9
9.3
i
i 92
110.0
962 I 06-28-05
Lot 55 A Back 1002
I 101.5
10.6
93
110.0
963 ' 06-28-05
Lot 55 A Front 1000
i 104.7
13.8
95
.110.0
964 I 06-28-05
Lot 55 A Front 1001
104.1
12.7
95
110.0
965 06-28-05
Lot 56 A Front 1000
106.8
1.4.5
97
110.0
966 ! 06-28-05
Lot 56 A Front 1001
103.4
11.9
94
110.0
967 06-28-05
Lot 56 A Back 999
105.5
'15.3
96
110.0
968 I 06-28-05
Lot 56 A Back 1000.5
102.9
13.1
94
, 110.0
969 06-28-05
Retest # 862
103.4
i 9.8
94"'0
110.0
970 06-28-05
Lot 15 A Front 1002
1.06.1.
1.0.5
96
i 110.0
971 06-28-05
Lot 15 A Back 1002
104.3
11.6
95
j 110,0
972 I 06-28-05
Lot 16 A Front 1001.
1.05.5
8.3
96
j 110.0
973 06-28-05
Lot 57 A Front 998
101,9
13.1
95 1
11.0.0
974 I 06-28-05
Lot 57 A Front 999.5
103.0
10.2
94 I
110.0
975 06-28-05
Lot 57 A Back 996
103.9
11..4
94
110.0
976 06-28-05
Lot 57 A Back 997.5
105.4 I
9.9
96 I
110.0
977 06-28-05
Lot 58 A Front 993
106.6
10.7
97 I
110.0
978 ! 06-28-05
I,ot 58 A Front 995
104.0
8.4
95
1.1.0.0
979 06-28-05
Lot 58 A Back 996
101.3
9.9
92 I
110.0
980 1 06-28-05
Lot 58 A Back 997.5
100.9
'10.3
92
1.1.0.0
981 06-28-05
Lot 59 A Front 993.5
107.1
10.5
96
1.12.0
982 I 06-28-05
I Lot 59 A Front 995
105.6
8.8
94
112.0
983 06-28-05
Lot 59 A Back 995
102.2 I
13.1
93 '
110.0
984 06-28-05
Lot 59 A Back 996.5
103.4
11.4
94 I
110.0
985 ! 06-29-05
Lot 55 A Front 1002
102.0
16.3 j
93 I
110.0
986 06-29-05
' Lot 55 A Front 1003.5
101.2
16.5
92
110.0
987 06-29-05
I Lot 56 A Front 1001.5
103.1.
11..9 I
94
110.0
988 06-29-05
Lot 56 A Front 10025
104.4
11.4
95
110.0
989 i 06-29-05
Lot 55 A. Back 1002.5
106.1
1.0.2
95
112.0
990 06-29-05
Lot 55 A Back 1.003.5
1.03.4
1.3..4. I
94
110.0
991 06-29-05
Lot 56 A Back 1001.5
103.6
9.1
94
110.0
992 06-29-05
Lot 56 A Back 1.002.5
1.05.5 1
8.4
96
11.0.0
993 06-29-05
Lot 57 A Front 1000.5
107.4
13.4
96
112.0
994 06-29-05
Lot 57 A Front 1001.5
106.2
14.5
95
112.0
995 06-29-05
1 Lot 57 A hack 999
99.1
17.1
90
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum
In Place In Place I Comoaction Density
996
06-29-05
Lot 57 A Back 1.000.5
1.01.3 11..8
92
110.0
997
06-29-05
Lot 58 A Front 996.5
105.2 13.4
96
110.0
998
06-29-05
Lot 58 A Front 998
106.6 10.8
97
110.0
999
06-29-05
Lot 58 A Back 998.5
107.3 12.5
98
110.0
1000
06-29-05
Lot 58 A Back 999.5
1.04.2 14.0
95
110.0
1001
06-29-05
Lot 59 A Front 996
104.1 11.6
95
110.0
1002.
06-29-05
Lot 60 A Front 992.5
105.5 8.0
96
110.0
1003
06-29-05
Lot 60 A Font 994.5
99.8 12.1
91
1.10.0
1004
06-29-05
Lot 61 Front 992.5
108.4 10.9
99
110.0
1005
06-29-15
Lot 61 Front 994.5
103.1 10.3
94
1.10.0
1006
06-29-05
Lot 12 A Front PC
99.2 10.6
90
110.0
1007
06-29-05
Lot 1.2 A Center PC
99.8 8.3
91.
110.0
1008
06-29-05
Lot 12 A Back PC
102.4 9.6
93
110.0
1009
06-29-05
Lot 1.3 A Front PG
101.1 1.5.4
92
110.0
1010
06-29-05
Lot 13 A Center PC
103.5 9.9
94
{ 110.0
1011
06-29-05
Lot 13 A Back PC
100.4 12.1
94
j 110.0
1012
06-29-05
Lot 14 A Front PG
99.0 9.2
90
I 110.0
1013
06-29-05
Lot 14 A Back PC
101.4 8.3
92
110.0
1014
06-29-05
Lot 14 A Center PG
102.4 10.4
93
110.0
1015
06-29-05
Lot 15 A Front PG
102.0. 1.6.1
93
1.1.0.0
1016
06-29-05
Lot 15 A Center PC
100.6 I 15.8
91
110.0 .
1.01.7
06-29-05
Lot 15 A Back PC
106.3 16.4
97
110.0
1018
06-30-05
Lot 68 Front 989
; 100.6 15.5
91
110.0
1.019.
06-30-05
Lot 68 Front 991
I 102.2 10.2
93
1.10.0
1020!
06-30-05
Lot 67 Front 989
10.1.0 13.4 I
92
110.0
1021;
06-30-05
Lot 67 Front 991
1.03.1 ( 11.1 1
94
110.0
1022;
06-30-05
Lot 66 Front 989 (
104.5 I 14.2
95
110.0
102306-30-05
Lot 66 Front 991 j
102.5 1 12.3 i
93
110.0
1024
06-30-05
Lot 65 Front 990 I
102.3 I1 10.8
93
110.0
1025
06-30-05
Lot 64 Front 990 I
104.1. ! 11.4 I
95
110.0
1026
06-30-05.
Lot 69 Front 993
106.3 ; 9.0 I
97 I
110.0
1027
06-30-05 ;
Lot 69 Front 99.4.5 I
1.03.9 10.1
94
110.0
1028
06-30-05 I
Lot 62 Front 990.5 I
105.4 8.8
96
110.0
1029
06-30-05
Lot 62 Front 992.5
102.9 11.4
94
110.0
1030
06-30-05
Lot 63 Back 990.5 I
1.04.4 11.8
95
110.0
1031
06-30-05
Lot 63 Back 992.3
104.1 10.2
95
110.0
1032
06-30-05
Lot 62 Back 990
101.8 13.1
93
110.0
1033
06-30-05
Lot 62 Back 992 I
106.3 9.9
97
110.0
1034
06-30-05
Lot 63 Front 990
103.4 12.7
94
110.0
1035E
06-30-05
Lot 63 Front 992
100.8 11.0
92
110.0
1036 �
06-30-05
Lot 69 Front 989
103.3 1'1.8
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested Location Elevation I Dry Density % Moisture Im
Relative j Maximum
In Place in Place Copaction I Densitv
1037
06-30-05
Lot 69 Front
1038
06-30-052
Lot 68 Front
1039
06-30-05
Lot 68 Front
1.040
06-30-05
Lot 67 Front
1041
06-30-052
Lot 67 Front
1042
06-30-05
Lot 66 Front
1043
06-30-05
Lot 66 Front
1044
06-30-05
Lot 65 Front
1.045
06-30-05
Lot 65 Front
1046
06-30-05.
Lot 64 Front
1047
j
07-01-05
Lot 69 A Front
1048
07-01-05
Lot 69 A Front
1049
07-01-05
Lot 68 A Front
1050
07-01-05
Lot 68 A Front
1051 107-01-05
11.0.0
Lot 67 A Front
1052.
07-01-05
Lot 67 A Front
1053
I
07-01.-05
Lot 62 A Front
1054
07-01-05
Lot 62 A Front
1055
07-01-05 i
Lot 63 A Front
1056
07-01-05
Lot 63 A Front
1057!
07-01.-05 i
Lot 66 A Front
1058 i
07-01-05
Lot 66 A Front
10591
07-01.-05
Lot 65 A Front
10601
07-01-05
Lot 65 A Front
1061.1
07-01-05 I
loot 64 A Front
10621
07-01-05
Lot 64 A Front
1MI
07-01-05
Lot 24 A Front
1064:
07-01-05
Lot 24 A Center
1065,!
07-01-05
Lot 24 A Back
1066;
07-01-05
Lot 23 A Front
10671'
07-01-05
Lot 23 A Center
10681
07-01-05
Lot 23 A Back
1069
07-01-05
Lot 22 A Front
10701
07-01-05
Lot 22 A Center
1071
07-01-05
Lot 22 A Back
1072 I
07-01-05
Lot 21 A Front
1073 I
07-01-05
Lot 21 A Center
1074 i
07-01-05
Lot 21 A Back
I
10751
07-05-05
'
Lot 69 A Front
10761
07-05-05
Lot 69'A Front
DATE: March 2, 2006
991
105.0
10.1 95
U0.0
993
101.6
9.9 920
110.0
994.5
104.5
11.3 95
110,0
993
+ 103.3
1 14.4 94
110.0
995
105.0
1.0.6 95
1.1.0.0
993
100.8
13.5 92
110.0
994.5
10715
1.1..7 92
j 110.0
992
104.7
8.3 95
110.0
"4'
107.1.
8.9 97
110.0
992
102.2
12.4 93
110.0
996
101.4
11.3 92
11.0.0
997.5
1.01..6
10.7 92
110.0
996
104.3
9.8 95
'110.0
997.5
1.02.6
12.5 93
110.0
996
i 103.4
10.0 94
110.0
997.5
100.8
j. 11.3 92
110.0
993
105.1
14.1 96
110.0
994.5
104.6
13.2 95
110.0
993
102.5
12.9 93
110.0
994.5
101.4
14.6 92
110.0
996
103.4
1.2.6 94
110.0
997
103.0
11.8 94
170.0
995
101.4
13.5 I 92
110.0
996.5
100.8
12.0 92
110.0
994
106.0
1.0.7 96 1
110.0
995.5
104.2
11.9 I 95
110.0
PG
104.6
11.1 I 95
110.0
I)C
104.2
15.6 j 95
110.0
PC
107.8
8.4 98
110.0
PG
99.7
10.0 90
110.0
PC
106.9
9.3 95
112.0
PG
107.4
8.4 96
112.0
PC
106.5
1.1.1 95
112.0
PG
104.6
7.7 93
112.0
PG
107.1
8.6 96
112.0
PG
105.9
6.8 96
1.12.0
PG
100.5
7.7 91
110.0
PG
103.7
6.5 94
110.0
998.5
102.4
9.9 91
112.0
1000
104.0
7.1..1 93
112.0
Sladden Engtneerwv
TEST RESULTS
PROJECT NAME: Madison Club
LOCA'T'ION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I RelativeMaximum
In Place In Place I Comnaction I Density
1.077
07-05-05
Lot 68 A Front
998.5
104.5
10.7
93
112.0
1078
07-05-05
Lot 68 A Front
1000.5
101.3
8.6
90
112,0
1.079
07-05-05
Lot 67 A Front
998.5
706.1.
12,4
95
112.0
1080
07-05-05
Lot 67 A Front
1.000
102.7
9.0
92
112,0
1081
07-05-05
Lot 62 A Front
995.5
100.8
12.8
90
112.0
10821
07-05-05
Lot 62 A Front
997
103.4
10.2
i 94
1.1.0.0
1083 i
07-05-05
Lot 63 A Front
995.5
1.05.7
� 11.4
I 94
112.0
1084
07-05-05
Lot 63 A Front
997
102.0
9.1
91
1 112.0
1085
07-05-05
Lot 60 A Front
996
107.1
9.3
96
112,0
1086
07-05-05
Lot 60 A Front
997
104.4
13.5
93
112.0
1087
07-05-05
Lot 61 A Front
995,5
1.03.8
13.1
93
172,0
1088
07-05-05
Lot 61 A Front
997
105.1
14.3
94
112.0
1089
07-05-05
Lot 60 A Back
994
101..8
11.4
' 91
1.12,0
1090
07-05-05
Lot 60 A Back
995.5
100.6
1.4.1
91
110.0
1091
07-05-05
Lot 61 A Back
994.
104.8
10.3
94
112.0
1092
07-05-05
Lot 61 A Back
996
1.02.6
8.9
93
1 770.0
10931
07-05-05
i Lot 63 A Back
994 1
101.1
10.5
92
' 110.0
1094!
07-05-05
Lot 63 A Back
996
101,5
8.4.
92
110.0
1095
07-05-05
Lot 62 A Back
994
103.0
12.9
94
110.0
1096 I
07-05-05
Lot 62 A Back
996
102.4
10.8 1
93
110.0
1097'
07-06-05
Lot 44 B Front
984
102.2
9.5
93
110.0
1098
07-06-05
Lot 45 B Front
984
100.4
15 .6,
91
110.0
1.099
07-06-05
Lot 45 B Front
986
102,5 I
15. 3
93
110.0
11001
07-06-05
Lot 45 8 Back
985
104.6
9.0
95
I 110.0
1101'
07-06-05
! Lot 45 B Back
987
105.9
13.3
96
110.0
11021
07-06-05
Lot 1.06 B Back
980.5
100.7
17.2
90
112.0
11031
07-06-05
1 Lot 107 B Back
979.5 r
101.4
16.9
92
112.0
1104'
07-06-05
i Lot 106 B Back
982 '
96.4
5.1* I
86*
112.0
11051
07-06-05
i Lot 107 B Back
981.5
94.2
3.8*
84*
112.0
1106
07-06-05
I Lot 108 B Front
978
99,8
8.7 I
91
110.0
1107
07-06-05
1 Lot 708 6 Back
978
101.4
9.2 !
92
110.0
1.1.08
07-06-05
Lot 44 B Back
985
105.1
9.8
94
112.0
1109
07-06-05
'Lot 44 B Back
987
102.4 I
10.3
91
112.0
1110
07-06-05
Lot 46 B Back
985
101.3 i
11.4
90
112.0
1111
07-06-05
Lot 46 B Back
987
103.0
8.6
92
112.0
1112
07-06-05
Lot 106 8 Front
981 i
106.3
10.4
95
112.0
1113
07-06-05
Lot 106 B Front
982.5 1
102.5
8.1
92
112.0
1114
07-06-05
Lot 107 B Front
9795 I
104,4
11,6
93
I 112.0
1115
07-06-05
Lot 107 B Front
981.5
96.0
5.3*
86*
112.0
11161 07-07-05 j Lot 45 B Back 989 j 107.1 j 12.8 1 96 1 112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No, Date Tested Location Elevation .I Dry Density I % MoistureI Relative I Maximum
In Place In Place Compaction Dcn,%ity
1117
07-07-05
Lot 45 B Back
991
1083
1.4.1
97
112.0
1118
07-07-05
Lot 44 B Back
989
101.9
10.4
91
1.1.2.0
1119
07-07-05
Lot 44 B Back
991
101.1
14.5
90
112.0
1120
07-07-05
Lot 43 B Back
984
100.8
-8.2
90
112.0
1121
07-07-05
Lot 43 8 back
986
101.8
11.0
91
112.0
1122
07-07-05
Lot 45 B Front
988
109.5
14.8
98
112.0
1123
07-07-05
Lot 45 8 Front
990
104.6
9.1
93
112.0
1124
07-07-05
Lot 44 B Front
-986
103.4
10.7
92
; 112.0
1125!
07-07-05
'Lot 44 B Front
988
102.3
11.5
91
112.0
1126 1
07-07-05
Lot 43 B Front
984
10.3
16.6
92
112.0
1127
07-07-05
Lot 4313 Front
986
104.0
12.7
93
112,0
1128
07-07-05
Lot 42 B Front
984.5
108.7
10,5
97
112.0
11291
07-07-05
Lot 42 8 Front
986.5
100.6
15.2
90
112.0
1130
07-07-05 .
Lot 41 B Front
984.5
101.4
, 11.5
91
112.0
1.1.31.'
07-07-05
I Lot 4113 Front
986.5
105.5
9.0
94
1.12.0
11.32!
1
07-07-05
! Lot 43 B Center
986
1 106.8
11.3
90
11.2.0
1133
07-07-05
Lot 42 B Center
985.5
1 103.6
9.4
1 93
112.0
1134
07-07-05
I Lot 41 B Center
986
102.0
13.2
91
112,0
1135;.
07-08-05
Lot 46 B Front
985
103.6
8.8
93
112.0
1136 .
07-08-05
I Lot 46 B Front
987
101.9
8.2
91
112.0
1137
07-08-05
I Lot 45 B Front
992
105.5
1.0.7
94
112.0
1138:
07-08-05
Lot 45 B Front
993.5
104.0
11.5
93
112.0
1139
07-08-05
I Lot 44 B Front
990
1.01..4. 1
9.9
92
110.0
1140
07-08-05
Lot 44 E Front
991.5
105.7 I
13.4
94�
112.0
1141
07-08-05
Lot 43 B Front
988 1
106.2
�
12.6
95
112.0
1142
07-08-05
Lot 43 B Front
989.5 I
102.8
11.3
93
110.0
1.1.43
07-08-05
Lot 42 B Front
988.5 i
104.1
8.7
93
112.0
1144
07-08-05
Lot 42 B Front
990
101.3
10.5
92
11.0.0
1145
07-08-05
Lot 41 B Front
988.5
101.4
11.5
91
112.0
1146I
07-08-05
Lot 41 B 'Front
990
1.05.0
9.0
94 I
112.0
13.47;
07-08-05 '
Lot 46 B Back
989
102.8
10.6
92
112.0
11481
07-08-05 1
Lot 46 B Back
991
106.3
8.8 i
95
112.0
11491
07-08-05 1
Wt 45 B Back
992
1.04.0
12.4 I
93 I
112.0
11501
07-08-05 1
Lot 45 B Back
993.5
103.3
11.1
92
112.0
1.151. i
07-08-05
Lot 44 B Back
992
101.4
9.3
91
112.0
10521
07-08-05
Lot 44 B Back
993
101.8
10.2
91
112.0
1153 !
07-08-05
Lot 43 B Back
988
107.3
8.6
96
112.0
1154 I
07-08-05
Lot 43 B Back
989.5
103.1
9.9
92
112.0
11551
07-08-05
Lot 42 B Back
985
102.4
10.5
91
112.0
1.156!
07-08-05
Lot 4213 Back
986.5
100.6
13.4
90
112.0
11571
07-08-05
Lot 41 B Back
984.5
104.4
9.2
93
112.0
DATE: March 2, 2006
.Sladden ,6ngineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density % Moisture Relative I Maximum
In Place In Place Compaction I Density
11581 07-08-05 Lot 41 B Back 986.5 104.1 11.3 93 I 112.0
11591
07-11-05
Lot 109 B Back
11601
07-11-05
Lot 109 B back
11611
07-11-05
Lot 110 B Back
11621
07-11-05
Lot 110 8 Back
1163,
07-11-05
Lot 110 B Front
1164;
07-11-05
I Lot 110 B Front
11651
07-11-05
Lot 109 B Front
1166
07-11-05
'Lot 109 B Front
1167
07-11-05
, Lot 70 A Back
11681
.07-11-05
Lot 70 A Back
1169
07-11-05
I Lot 69 A Back
1.1701
07-11.-05
Lot 69 A Back
11711
07-11-05
I Lot 68 A Back
1172
07-11-05
Lot 68 A Back
'1173
07-11-05
Lot 67 A Back
1174
07-11-05
Lot 67 A Back
1175
07-11-05
Lot 66 A Back
1176.
07-11-05
Lot 66 A Back
1177
07-11-05
Lot 65 A Back
1178
07-11-05
Lot 65 A Back
1179
07-11-05
Lot 70 A Back
1180
07-11-05
Lot 69 A Back
1181
07-1.1.-05
Lot 68 A Back
1182
07-11-05
Lot 67 A Back
1183,
07-11.-05
, Lot 66 A Back
1184
1185
1186
1187
1188
1189
1190
1191
1192
1193
1194
1195
1196
1197
07-12-05
07-12-05
07-12-05
07-12-05
07-12-052
07-12-05
07-12-05
07-12-05
07-12-05
07-12-05
07-1.2-05
07-12-05
07-12-05
07-12-05
Lot 7 B Back
Lot 7 B Back
Lot 8 B Back
Lot 8 B Back
Lot 8 B Front
Lot 8 B Front
Lot 7 B Front
Lot 7 B Front
Lot 9 A Front
Lot 10 A Front
Lot 10 A Front
Lot11 A Front
Lot 11 A Front
Lot 11 A Back
977
978.5
997
979
977
978.5
977
978.5
990.5
992.5
990
992
990
992
989
991
990.
992
990.5
992.5
994.5
994
994
993-
994
9399.4.
1001
1003
1002.5
1004.5
1.000.5
1002.5
1.002
1004
1001
1000.5
1002.5
1001
1003
1003
99.3
1.06.2
102.2
101.4
99.8
99.3
106.7
102.8
103.5
100.8
102.0
108.5
100.0
105.9
1.08.5
107.0
102.2
107.3
104.4
105.3
1.01.1.
103.6
1.07.2
105.5
1.03.2
101.5
108.4
99.2
102.1
1.01.6
104.1
103.6
108.9
108.0
107.8
102.0
101.4
1.02.6
99.7
9.2
1.0.0
9.1
10.8
13.0
16.7
10.0
9.2
16.8
14.2
17.1
13.3
1.6.6
9.0
16.5
16.8
15.9
13.6
10.8
12.7
1.1.0
9.9
12.4
10.6
1.3.3
17.3
13.5
14.8
9.6
1.0.7
13.6
16.9
12.1
16.6
16.2
7.4
9.2
14.1
8.5
90
96
93
92
91
90
97
93
94
92
91
97
91
95
97
96
93
96
95
96
92
94
96
94
94.
92
97
90
93
92
95
94
99
96
96
93
92
93
91
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
110.0
112.0
11.0.0
1.12.0
112.0
112.0
110.0
112.0
110.0
110.0
110.0
j 1.10.0
1 112.0
112.0
110.0
110.0
1.12.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
112.0
110.0
110.0
1,10.0
110.0
DATE: March 2, 2006
.Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested{ Location Elevation I Dry Density % Moisture I I
Relative Maximum
1n Place In Place Comuaction Density
1198
07-12-05
Lot 11 A Back
1199
07-12-05
Lot 10 A Back
I
1200
07-12-05
Lot 10 A Back
1201
07-12-05
tot A Back
1202!
07-13-05
Lot 111 B Front
1.203
07-1.3-05
Lot 111 B Front
1204
07-13-05
Lot 112 B Front
1205
07-1.3-05
Lot 112 B Front
1206
07-13-05
Lot 113 B Front
1207
07-13-05
Lot 113 B Front
1.208
07-13-05
Lot 112 B Back
1209
07-13-05
j Lot 112 B Back
1.21.0
07-13-05
Lot 111 13 Back
1211
07-13-05
' Lot 111 B Back
12121
07-13-05
I Lot 70 B Back
1
90
I 110.0
1213
07-13-05
Lot 70 B Back
12141
07-13-05
Lot 69 B Back
1215!
07-13-05
Lot 69 B Back
1216
07-13-05
Lot 68 B back
1217 ;
i
07-13-05
Lot 68 B Back
I
1218
07-14-05
Lot 57 A Front
1219 +
07-14-05
Lot 57 A Center
1220 .
07-14-05
Lot 57 A Back
1221
07-14-05
Lot 98 B Back
1222-
07-14-05
'Lot 97 B Back
1223
07-14-05
Lot 98 B Front
1224 I
07-14-05
Lot 98 B Front
1225
07-14-05
Lot 97 B Front
1226 I
07-14-05
Lot 97 B Front
12271
07-14-05
Lot 98 8 Center
15.8
93
110.0
1.228
07-14-05
Lot 98 B Center
1229
07-14-05
Lot 97 B Center
1230.
07-14-05
Lot 97 8 Center
1005
1003
1005
1002
987
980
977,5
979
975
977
977.5
979
978
979.5
996.5
998.5
996
998
996
998
PG
PC
PC
975
976.5
975
977
976.5
978.5
975
976
976
977
104.5
103.0
109.1
1.06.3
102.4
104.5
99.5
102.2
98.8
98.9
99.7
103.1
104.7
99.1
99.0
98.7
104.0
105.0
1.02.5
102.9
108,3
108.6
106.7
103.2
104.8
105.2
99.7
91.0
94.3
104.1
102.2
1.01.3
102.9
7.0
95
110,0
14.5
94
110.0
9.4
97
112.0
10.7
95
112.0
8.6
93
110.0
12.1
95
110.0
16.6
90
110.0
17.4
93
110.0 ,
16.3
90
110,0
15,4
90
110:0
12.5
91
1.10.0
14.6
94
110.0
14.3
95
110.0
13.3
90
110.0
13.8
94
112.0
17.0
90
I 110.0
14.1
91
110,0
17,3
95
110.0
14.2
95
110.0
11.5
93
110.0
12.9
94
110.0
10.5
97
112.0
9.3 +
97
112.0
12.6
95
I
112.0
17.2
94
110.0
11.2
95
i 110.0
14.0 j
96
i 110.0
19.9
89"
112.0
20.5 I
83*
i 110.0
18.8
86*
110,0
16.5
95
110.0
15.8
93
110.0
16.7
92
110.0
14.8
94
110.0
1231
07-18-05
Lot 90 B Back
978.5
108.1
13.9
97
112.0
1232
07-18-05
Lot 90 B'Back
'980
102.4
8.9
91
112.0
1233
07-18-05
Lot 89 B Back
.9.78
90.1
7.2
80*
112.0
1234
07-1.8-05
Trot 90 B Front
978
103.5 j
1.0.6
92
112.0
1235
07-18-05
Lot 90 B Front
980
105.2 I
13.8
94
112.0
1236
07-18-05
Lot 91 B Front
977
96.3 1
6.2
86*
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elcvation Dry Density % Moisture Relative Maximum
I In Place I in Place ComvaCtion I Density
1237 07-18=05
Lot 92 B Front 977
101.4
8.3
91
112.0
1238 07-18-05
Retest # 1.236 977
103.0
9.9
92""
112.0
1239 07-18-05
Lot 91 B Front 979
1.04.5
11.4
93
112.0
1240 07-18-05
; Retest # 1.233
102.2
10.3
91'°"
112.0
1241 07-18-05
Lot 89 B Back 98(1
106.1
12.1
95
11.2.0
1242 I 07-18-05
tot 89 B Centcr 978
103.4
11.0
92
112.0
1243 J 07-18-05
Lot 89 B Center 980
103.7
11.5
93
112.0
1244!:07-1.8-05
Lot 90 8 Center 978.5
101.9
1.0.1
91
112.0.
12451 07-18-05
Lot 90 B Center 980.5
104.5
12.4
93
112:0
12461 07-18-05
Lot 91 B Center 977.5
100.9
9.3
90
112*0
1247 07-18-05
Lot 90 B Center 979.5
105.0
13.6
94
112.0
1.2.48 07-18-05
Lot 90 B Front 978,2
102.3
8.8
91
112.0
1249 07-18-05
Lot 89'B Front 980.5
102.9
10.7
92
112.0
12501 07-18-05
Lot 90 B Back 979
106.6
9.2
95
112.0
1251 I 07-18-05
Lot 90 8 Back 981
103.0
10.5
92
112.0
1252 07-19-05
Lot 84 B Front 981,5
1.03.3
8.8 .
92
112.0
1253 07-19-05
Lot 89BFront 982.5
104.6
9.3
93
112.0
1254 07-19-05
Lot 89 B Back 981.5
99.8
16.8
91
110.0
12551 07-19-05
Lot 89 B Back 982.5
1.01.3
11.6
92
110.0
1256 07-19-05
Lot 90 B Front 981
105.4
7.1
94
112.0
1257 07-19-05
Lot 90 B Front 982
101.4
9.7
92
110.0
1258! 07-19-05
Lot 91 13 Back 977
99.3
! 11.2 i
90
110.0
1259 07-19-05
Lot 91 B Back 979
107.2 1
12.7
96
112,0
1260; 07-1.9-05
Lot 92 B Back 979.5
105.9
13.6
95
112.0
1261' 07-19-05
Lot 92 B Back 981.5
108.0-
15.3
96
'1.12.0
1262 07-19-05
Lot 91 B Front 980 !
104.4
9.9
93
112.0
1263 07-19-05
1 of 91. 8 Front 981.5
I
102.9
8.7
92
112.0
1264, 07-19-05
Lot 92 B Front 979
106.1
11.5
95
112.0
1265:i 07-19-05
1
Lot 92 B Front 981
101.1
10.8
90 ;
112.0
1266; 07-20-05
Lot 58 A Front PG
104.3
10.1
i
93 I
112.0
1267 07-20-05
Lot 58 A Center PG
109.8
7.7
98 I
112.0
1268 i 07-20-05
Lot 58 A Back PC
106.3
8.5
95
112.0
1269 07-20-05
Lot 59 A Front PG
103.9
9.2 1
93
112.0
1270 07-20-05
Lot 59 A Center PG
106.5
8.6 I
95
112.0
1271 07-20-05
Lot 59 A Back PC
105.1
9.1
94
112,0
1272 07-20-05
Lot 60 A Front PG ;
109.1
10.1
97
112.0
1273 07-20-05
Lot 60 A Ccntcr PC !
108.7
11.3
97
112.0
1274 07-20-05
Lot 60 A Back PG
105.2
8.8
94
112.0
1275 ()7-20-05
Lot 64 A Back 994
101.9
10.5
91
112.0
1276 07-20-05
Lot 64. A Back 996
103.3
12.4
92
12.0
DATE: March 2, 2006
,Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I bate Tested I Location Elevation Dry Density I % Moisture keladve I Maximum
in Place • to Place I Comnaction Densitv
1277 07-20-05
Lot 65 A Back 994.5
107.2
9.1
96
11.2.0
1278 07-20-05
Lot 65 A Back 996
104.3
13.4
93
112.0
1279 07-20-025
Lot 66 A Back 995.5
101.8
11.3
91
112.0
1280 07-20-05
Lot 66 A Back 996.5
105.0
12.0
94
112.0
1281 07-20-05
Lot 67 A Back 995
106.9
i
8.5
95
112.0
1282 07-20-05
Lot 67 A Back ' 996.5
103.3
10.2
92
112.0
1283 07-20-05
Lot 64 A Back 997.5
100.9
14.0
90
112.0
1284 07-20-05
Lot 65 A Back 998
1 103.8
11.2
93
1.12.0
1285 07-20-05
1 Lot 65 A Back 1000 :
' 100.4
14,3
90 .
112.0
1286 07-20-05
Lot64 a Back 999
101.6
15.1
91
112.0
1287! 07-20-05
Lot 64 A Back 1001
104.7
13.6
93
112.0
12881 07-20-05
1 Lot 66 A hack 998
108.1
12.9
97
112.0
12891 07-20-05
1 Lot .66 A Back 1000
109,0
i 14.5 I
97
112.0
1290, 07-20-05
; Lot 67 A Back 998
105.8
13.2 !
94
112.0
1291 i 07-20-05
Lot 67 A Back 1.000
1.01..5
9.8
91
112.0
1292 07-21.-05
Lot 89 B Front 984.5
1 103.1
9.8
92
112.0
1293 07-21-05
Lot 89 B Front 986.5
! 99.2
1.4.8
90
110.0
1294 07-21-05
Lot 89 B Back 984
105.3
11,9
94
i 112.0
12951 07-21-05.
Lvt 89 B Back 986
102.8
13.0
92
112.0
1296 07-21-05
Lot 90 B Front 984
106.6
9.8 I
95
112.0
1297 07-21-05
Lot 90 B Front 985.5
100.3
15.7
91
110.0
1298 07-21=05
Lot 90 B Back 983
104.7 1
12.5 i
93
112.0
1299 07-21.-05
Lot 90 B Back 985
101.8
12.7 ;
91
112.0
1300 I 07-21-05
Lot 91 B Front 984
105:1
13.5 I
94
112,0
13011 07-21-05.
Lot 91 B Front 986
105.3
11,6
94
112.0
1302 07-21-05
Lot 91 B Back 981 I
103.1
9.9
92
112.0
1303 07-21-05
Lot 91 B Back 983
107.2
14.0
96
112.0
1304; 07-21-05 !
Lot 92 B Front 983
104.6
13.4
93
112.0'
1305; 07-21-05 '
Lot 92 B Front 984.5
101.0
12.1
90
1.12.0
1306' 07-21-05
Lot 92 B Back 983
107.8
17.5
96
112.0
1307' 07-21-05
Lot 92 B Back 984.5
104.4
1218
93
112.0
1308; 07-21-05
Lot 93 8 Front 980
1.05.1.
9.4
94
112.0
1309 C 07-21-05
Lot 93 B Front 981.5
108.3 I
8.5
97
112.0
1310 07-21.-05
slot 93 B Back 980
103.3 I
10.1
92 I
112,0
1311 07-21-05
Lot 93 B Back 981.5
104.0 1
11.3
93 i
112.0
1312 07-21-05
Lot 93 8 Front 982.5
104.3
9.1
93
112.0
1313 07-21-05
Lot 93 B Front 984
103.4
13.0
92
112.0
1314 07-21-05
Lot 93 B Back 983
100.8
15.5
90 I
112.0
1315 07-21-05
Lot 93 B Back 984
102.4
10.8
91
i
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. bate Tested - Location Elevation Dry Density I % Moisture I Relative1 Maximum
In Place In Place mp
Coaction Density
DATE: March 2, 2006
Sladden Engineering
1
13161
07-22-05
Lot 71 A Front
PG
102.9
11.8
93
110.0
1317
-07-22-05
Lot 71 A Center
PG
104.5
11.9
95
110.0
13181
.07-22-05
Lot 71 A Back
PG
102.2
8.7
93
110,0
1319
07-22-05
Lot 70 A Front
PG I
101.4
9.7
91
112.0
1320
07-22-05
Lot 70 A Center
PG
104.4
9.6
93
112.0
1321
07-22-05
Lot 70 A Back
PC
106.9
10.1
95
112.0
1322
07-22-05
Lot 69 A Front
PG
105.5
14.1
94
112.0
1323
07-22-05
Lot 69 A Center
PG
99.7
15.2
91
110.0
1324.
07-22-05
Lot 69 A Back
PCT
102.7
13.5
93.
1.10.0
1325;
07-22-05
Lot 68 A Front
PG
104.6
8.2
93
112.0
1326
07-22-05
Lot 68 A Center
PCT
108.9
10.1
97
112.0
1327
07-22-05
Lot 68 A Back
PG
707,6
9.5
96
112.0
1328
07-22-05
Lot 67 A Front
PC
101.6
12.5
J 91
112.0
1329
07-22-05
Lot 67 A Center
PG
102.1
8.4
I 91
112.0
'1330
07;-22-05
Lot 67 A Back
PG
1.06.6
7.5
95
112.0
1331
07-22-05
Lot 66 A Front
PC
105.4
10.3
94
112.0
1332
07-22-05
Lot 66 A Center
PG
106.6
1.1..8
95
112.0
1333
07-22-05
Lot 66 A Back
PC
107.2
8.3
96
112.0
1334
07-22-05
Lot 65 A Front
PG
1.08.5
10.6
f 97
11.2.0
1335
07-22-05
Lot 65 A Center
PG
104.1
1 9.5
93
112.0
1336 4
07-22-05 1;
Lot 65 A Back
.PC
101.8
7.7
91
112.0
13371
07-22-05
Lot 64 A Front
PG
105.0
13.5
94
1.12.0
1338
07-22-05
Lot 64 A Center
PC
107.5
11.0
96
112.0
1339
07-22-05
Lot 64 A Back
PCT
106.4
9.6
95
1.12.0
1340 `
07-22-05
Lot 63 A Front
PG
107.6
9.2
96 1
112.0
13411
07-22-05
LOT 63 A Center
1'C
106.3
9.4
95
112.0
1342:'
07-22-05 j
Lot 63 A Back
PG
1.03.2 i
10.1
92
112.0
13431
07-22-05 i
Lot 62 A Front
PG
.109.'] '
7.8
97
112.0
1344
07-22-05
Lot 62 A Center
PC
107.3 I
8.8
96
1.12.0
7345
07-22=05
Lot 62 A Back
PG
108.6
9.2
93
112.0
1346
07-22-052
Lot 61 A Front
PG
1.04.5
11.5
93
112.0
13471.
07-22-05
Lot 61 A Center
PG
109.3
10.4
98
12.0
1348 j
07-22-05
Lot 61. A Flack
PG j
109.2
11.6
98
112.0
1349
07-25-05
Retest # 1224
103.3
16.7
92**
112.0
1350
07-25-05
Lot 98 B Front
979
.105.1
14.5
94
112.0.
1351
07-25-05
Lot 98 B Back
977
101.6
17.0
91
1.12.0
1352
07-25-05 I
Lot 98 B Back
979
104.4
15.1
93
112.0
1353
07-25-05
Retest # 1225
102.2
16.0
91**
112.0
1354
07-25-05
Retest # 1226
101.8
13.6
91**
112.0
1355
07-25-05
Lot 97 B Back
978.5
105.3
13.9 ,
94
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
I Location Elevation
`
Dry Density
In Place
% Moisture
In Place
Relative
Compaction
Maximum
Denslt
1356
07-25-05
.r
Lot 97 8 Back 980.5
103.4
14.7
92 112.0
1357
07-25-05
Lot 9813 Front 981
106.6
12.9
95 1.12.0
1358
07-25-05
Lot 98 B Front 983
103.5
12.4
92 112.0
1359
07-25-05
Lot 9813 Back 981
1 1.02.1
1.3.6
91 112.0
1360
07-25-05
Lot 98 B Back 983
102.9
17.0
92 112.0
1361
07-25-05
Lot 97 B Front 980.5
100.9
15.5
90 112.0
1.362
07-25-05
Lot 97 B Front 987.5
105.0
11.6
94 1.1.2.0
1363
07-25-05
Lot 97 B Back 981.5
106.6
13.3
95 112.0
1.364
07-25-05
Lot 97 B Back 983
104.8
11.2
94 1.1.2.0
1365
07-26-05
Lot 114 B, Front 977,5
105.1
8.3
94 112.0
1366
07-26-05
Lot 114 B. Front 979.5
103.7
17.5
93 112.0
1367
07-26-05
Lot 114 B Back 977,5
102,5
8.9
92 112.0
1368
07-26-05
Lot 114 B Back 979.5
101.1
14.5
90 112.0
1369
07-26-05
Lot 115 B Front 977
106.0
'9.6
95 112.0
1370
07-26-05
Lot 115 8 Front 978.5
105.1
12.4
1 94 112.0
1371
07-26-05
Lot 115 B Back 977
100.8
10.0
90 112.0
1372
07-26-05
Lot 115 B Back 978.5
107.1
17.2
96 112.0
1373
07-26-05
Lot 1.1.6 B Front 975.5
103.8
10.3
93 112.0
1374
07-26-05
Lot 116 B Front 977
i 103.6
I 11.2
93 112.0
1375
07-26-05
Lot 1.1.6 13 Back 975.5 ,
105.3
15,7
94 1.12.0
13761
07-26-05
Lot 116 B Back 977
104.0
16.9
93 1 112.0
1377
07-26-05
Lot 114 B Front 981
1.03.1
1.0.0
92 112.0
1378
07-26-05
I 1 o 1141313ack 981
106.3
11.4
95 112.0
1379
07-26-05
I Lot 115 B Front 980.5
107.0
16.8
96 112.0
13801
07-26-05
Lot 115 B Back 980
106.7
17.1
95 I 11.2.0
f
13811
07-27-05
Lot 39 B Front 984.5
101.4
9.3
91 112.0
1382
07-27-05
I Lot 39 B Front 986.5
105.0
10.8
94 112.0
13831
07-27-05
Lot 38 B Front 984
1.06.8
1.2.5
95 112.0
13841
07-27-05
Lot 38 B Front 986
104.3
11.1
93 112.0
1385
07-27-05
Lot 37 B Front 984.5
103.1.
8.8
92 j 112.0
1386
07-27-05
Lot 37 B Front 986.5
103.9
10.4
93 j 112.0
1387
07-27-05
Lot 39 B Front 988.5
107.5
11.3
96 i 112.0
1388
07-27-05
Lot 39 B Front 990.5
105.6
13.3
94 I 112,0
1389
07-27-05
Lot 38 B Front 788
101.8
14.8
91. 112.0
1390
07-27-05
Lot 38 B Front 989.5
100.9
12.2
90 112.0
1391.
07-27-05
Lot 37 B Front 988.5
108.1
1.3.5
97 112.0
1392
07-27-05
Lot 37 B Front 990
106.3
12.6
95 112.0
1393
07-27-05
Lot 39 -B Back 984.5
103.9
'14.4
93 11210
1394
07-27-05
Lot 39 8 tack 986
103.2
12.0
92 112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO; 06-02-120
Test No. j Date Tested I Location Elevation Dry Density % Moisture Relative Maximum
In Place In Place Comnaction Density
1395
07-27-05
Lot 38 B Back
984
107.0
9.9
96
112.0
1396
07-27-05
Lot 38 8 Back
986
104.5
10.7 I
93
112.0
1397
07-27-05
Lot 37 B Back
984.5
102.9
15.1
92
112.0
1398
07-27-05
Lot 37 8 Back
986.5
101.0
11.0
90
112.0
1399
07-27-05
Lot 39 B Back
988
108.0
12.2
96
; 112.0
14001
07-27-05
Lot 39 9 Back
989.5
105.1
15.1
94
I 11.2.0
14011
07-27-05
Lot 38 B Back
988
102.0
9.6
91
112.0
14021
07-27-05
Lot 38 B Back
989.5
105.7
13.2
94
1.12.0
1403
07-27-05
Lot 37 B Back
988.5
101.5
11.3
91
112.0
1404
07-27-05
Lot 37 B Back
990
106.0
8.7
95
112.0
1405;;
07-28-05
Lot 39 B Back
991.5
I 1.08.4
14.1
97
112.0
1406:
07-28-05
Lot 39 B Back
992.5
103.7
10.7
92.
1.12.0
1407;
07-28-05 j
Lot 38 B Back
-991
109.6
12.4
98
112.0
1408.
07-28-05
Lot 38 B Back992.5
103.7
12.6
93
j 112.0
14091
07-28-05
Lot 37 B Back
991
104.2
16.7
93
I 112,0
1.41.0
07-28-05
Lot 37 B Back
992.5
108.6
12.9
97
112.0
1411
07-28-05
Lot 39B. Front
991.5
102.5
12.4
92
112.0
14121
07-28705
Lot 39 B Front
992.5
1.01.0
17.6
90
112.0
1.413 i
07-28-05
Lot 38 B Front
991
102.9
12.1
92
112.0
14141
07-28-05
Lot 38 B Front
992.5 i
105.8
10.7 I
94
112.0
1415:
07-28-05
Lot 37 B Front
991
107.3
16.6
96
112.0
i
14161
i
07-28-05
Lot 37 3 Front
992.5 1
108.5 i
15.1
97
112.0
1417!
07-29-05 I
Lot 37 B Front
993.5
99.9 !
15.6 I
91
110.0
14181
07-29-05 I
Lot 37 5 Back
993.5
105.2
10.8
94
I 112.0
14191
07-29-05
Lot 38 B Front
993.5 I
99.7
10.8 i
91
! 110.0
1420;
07-29-05 f
Lot 38 B Back
993.5
1.0:1.5
11.2'
91
! 112.0
1421
07-29-05 +
Lot 39 B Front
994
1.03.3
�
16.3 i
92
112.0
1422 i
07-29-05 1
Lot 39 B Back
994
100.1
11.291
110.0
1423
07-29-05
Lot 98 B Front
985
93.1
7.1r
85"
j 11.0.0
1424
07-29-05 I
Lot 98 B Front
986
92.4
6.6"' I
84.~
I 110.0
1425
07-29-05
Lot 98 B Back
985
102.8
10.9 j
93
' 110.0
1426
07-29-05
Lot 98 B Back
986
104.4
13.6
95
110.0
1.4.27
07-29-05
Lot 97 B Front
984
106.3
14.1
95
112.0
1428
07-29-05
Lot 97 B Front
985.5
105.8
12.9
94
112.0
1.429
07-29-05
Lot 97 B Back
984.5
104.0
11.8
93
112.0
1430
07-29-05
Lot 97 B Back
985.5
101.6
.10.7
91
112.0
1.431.
07-29-05
Lot 88 B .Front
976
107.6
14.5
96
112.0
1432
07-29-05
Lot 88 B Back
975.5
104.9
12.3
94
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tit No. Datc Tcstcd Location Elevation Dry Density % Moisture Relative I Maximum
In Place In Place Compaction Density
1433
08-01-05
! Lot 52 B Front
1434
08-01-05
I Lot 52 B Back
1435
08-01-05
Lot 53 B Front
1436
08-01-05
Lot 53 8 Back
1437
08-01-05
Lot 54 B Front
1438
08-01-05
Lot 54 B Back
1439
08-01-05
Lot 55 B Front
'1440
08-01-05
Lot 55 8 Back
1441
08-01-05
Lot 56 B Front
1.442
08-01.-05
Lot 56 B Back
1443
08-01-05
Lot 57 B Front
1444!
i
08-01-05
Lot 57 B Back
lA
08-01-05
Club House
2A i
08-01-05
Club House.
3A
08-01-05
Club House
4A
08-01-05
I Club House
5A
08-01-05
j Club House
6A
08-01-05
! Club House
7A
08-01-05
Club House
8A i
08-01-05
1 Club House
9A 1 08-01-05 ! Club House
10A I
08-02-05
11A
08-02-05
12A
08-02-05
13A
08-02-05
14A ;
08-02-05
14451
08-02-05
1446!
08-02-05
14471
08-02-05
1448
08-02-05
14491
08-02-05
1.4501
08-02-05
1451
08-02-05
1452,
08-02-05
14531
08-02-05
1454
08-02-05
1455
08-02-05
1456
08-02-05
DATE: March 2, 2006
Club House
Club House
Club House
Club House
Club House
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per plan
Per Plan
Per Plan
Per Plan
Per Pian
Per Plan
Per Plan
979
978.5
978
978.5
977.5
977
977.5
977.5
977
976.5
976.5
977
966.0
968.0
966.0
961..0
963.0
967.0
969.0
965.0
967.0
969.0
971.0
970.0
971.0
973.0
979.5
980.5
979.5
981.
978.5
979.5
979.5
981.5
980
981.5
980
981.5
104.1
102.4
101.8
105.9
106.6
101.0
103.4
103.8
107.3
104.4
101.3
102.7
99.3
102.0
99.7
100.9
1.03,5
100.1
102.9
102.3
98.6
104.0
100.1
101.2
102.7
102.4
100.8
101.9
104.3
1.01..5
102.7
100.9
104.8
104.6
'108.1
105.4
106.3
103.9
11.9
93
112.0
9.7
91
112.0
12.5
91
i 112.0
10.6
95
112.0
12.3
95
1.1:2.0
1.4:9
90
112.0
9.8
92
112.0
13.2
93
112,0
13.9
96
112.0
11.0
96
112,0
8.9
90
112.0
12.1
92
11.2.0
17.2
90
I 1.10.0
18.7
94
! 110.0
19.2
91
110.0
1.9.9
92
110.0
20.9
95
110.0
191
I 91
110.0
14.9
94
11.0.0
175
93
110.0
12.7
90
110.0
17.0
95
110.0
16.4
91
110.0
18.7
92
110.0
19.4 1
94
110.0
20.5 i
93
110.o
16.6 i
92
I
110.0
10.8
93
110.0
11.9 i
95
110.0
9.4
92
1 110.0
12.5 !
92
112.0
8:8
92
110.0
10.2
94
112.0
10.9
93
I 112,0
13.3
97
1 112.0
11.6
94
! 112,0
11.0
95
112.0
12.5
93
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry h' Densi % Moisture Relative ' Maximum
In Place I In Place Compaction i Density
1457
08-03-05 Lot 89 B Front 988.5
105.1
13.3
94
1.1.2.0
1458
I 08-03-05 Lot 89 B Front 990.5
104.2
11.6
93
112.0
1459
08-03-05 Lot 89 B Back 988,
107.9
9,9
96
112.0
1460
. 08-03-05 Lot 89 B Back 990:
103.8
12.0
93
112.0
1.461.1
08-03-05 i Lot 90 B Front 978.5
106.6
. 10.5
95
112.0
14621
08-03-05 Lot 90 B Front 98915
106.1
11.3
95
112.0
1.4631
08-03-05 Lot 90 B Back 987
102.5
14.5
92
112.0'
1464
08-03-05 Lot 90 B Back 989
102.8
13.4
92
112,0
1465
08-03-05 Lot 91 B Front 988
108.1
10.7
97
112.0
1466
08-03-05 Lot 91 B Back 985
105.3
13.8
94
112.0
1467
08-03-05 Lot 91 B Back 987
101,6
10.0
91
112.0
1468
08-03-05 Lot 92 B Front 986.5
103.7
9.2
93.
112.0
1469
08-03-05 Lot 92 B Back 986.5
103.5
1.2.4
92
112.0
1470
08-03-05 Lot 9313 Front 985.5
107.8
11.0
96
112.0
1471
08-03-05 Lot 93 B Back 985
104.4
14.1
93
112.0
A
08-03-05 ( Lot 60 Front 975
102,4
1.6.0
93
110.0
B
I 08-03-05 I Lot 60 Back 975
101.1
10.1.
92
110.0
C
0&03-05 j Lot 59 Back 975
103,7
19.3
95
110.0
D
08-03-05 Lot 59 Front 975
100.2
10.2
91
110.0
E
08-03-05 Lot 58 Front 976
103.1
15.9
94
110,0
F
I 08-03-05 Lot 58 Back 976
101.8 l
17.5
93
110.0
1472.
I j
08-04-05 Lot 94 B Front 980
1.01.8
10.9
91
112.0
1.473.
08-04-05 Lot 94 B Back 979.5
103.3
13.5
92 I
112.0
1474 ;
08-04-05 Lot 95 A Front 979
1.07.5
11.0 i
96
112.0
14751
08-04-05 I Lot 95 B Back 797
104.4
8.8
93
1.1.2.0
14761
08-04-05 Lot 46 B Front 978
102.9
12.6 I
92
112,0
1477
08-04-05 Lot 46 B Back 978.5
105.1
11.7
94
112.0
1478
08-04-05 Lot 94 B Front 982 I
108.2
14.1 I
97
112.0
1479
08-04-05 Lot 94 B Front 983.5
106.1
12.5
95
112.0
1480
08-04-05 Lot 95 B Front 981 I
104.5
10.8
93
112.0
1481
08-04-05 Lot 95 B Front 983
102.4
13.0
91
1.1.2.0
1482
08-04-05 Lot 96 8 Front 980
103.9
11.4
93
112.0
1483
08-04-05 Lot 96 8 Front 982
105.5
14.5
94
112.0
1484
08-04-05 Lot 94 B Back 981.5
101.2
9.6
90
1.12.0
1.485
08-04-05 j Lot 94 B Back 983.5
103.1
10.3
92
112.0
1486
08-04-05. Lot 95 B Back 981
107.4
13.2
96
112.0
1487
08-04-05 I Lot 95 8 Back 983
104.6
11.4
93
112.0
1488
08-04-05 Lot 96 B Back 980.5
104.8
10.2
94
112.0
1489
08-()4-05 Lot 96 8 Back 982
101.6
127
91
112.0
1490
08-04-05 Retest ti 1423
101.3
8.6
90--
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION; La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested
Location Elevation
Dry Density
in Place
% Moisture
In Place
I Relative
Compaction
I Maximum
Densi
1491 08-04-05
Retest # 1424
103.5
9.0
92**
112.0
1.492 08-04-05
Lot 98 B Back 986
104.4
8.5
93
112.0
1493 08-04-05
Lot 97 B Front 987.5
102.0
11.3
94
112.0 .
1494 08-04-05
Lot 97 U Rack 987.5
105.1
10.5
94
112.0
1495 08-04-05
Lot 96 B Front 984
103.3
13.9
93
112.0
1496 08-04-05
Lot 9613 Back 984
107.6
12.7
96
112.0
1497 08-05-05
Lot 89 B Front PG
108.3
10.4
97
112.0
1498 08-05-05
Lot 89 B Center PG,
1.05.5
:1.1..6
94
I 112.0
14.99 08-05-05
I,ot 89 B Back PG
108.4
10.9
97
172.0
1500 08-05-05
Lot 90 B Front PC
103.8
; 1.3.8
I 93 '
112.0
1501 08-05-05
Lot 90 B Back PG
105.9
12.1
95
112.0
1502 08-05-05
Lot 90 B Center PG
102.6
12.9
92
112.0
1503 08-05-05
Contour Between 981
I 104.7
14.8
93
1.12.0
1504 08-05-05
Meriwether & 98115
10210
13.2
91
112.0
1505 08-05-05
Humboldt 981
108.9
15.3
97
112.0
1506 08-05-05
Per Plan 982
106.1
12.8
95
11.2.0
1.507 08-05-05
Per Plan 980.5
103.6
10.7
93
112.0
1508 08-05-05
Per Plan 980.5
105.5
15.5
94
112.0
1509 08-05-05
Per Plan 981
109.1
13.3
97
112.0
1510 08-05-05
Per Plan 982
1.06.4
11.8
95
112.0
1511 08-05-05
Per Plan 981.5
104.5
1.2.5
93
112.0
1B I 08-05-05
Club House 975.0
1.01..8
17.8
93
110.0
2B I 08-05-05
Club House 975.0
100.1
8.9
91
110.0
3B 08-05-05
Club House 975.0
1.04.0
15.8
96
110.0.
4B' I 08-05-05
Club House 975.0
108.8
9.4
99
110.0
5B I 08-05-05
Club House 975.0
99.2
10.1
90
110.0
6B 08-05-05
Club House 972.0
107.6
9.5
98
110.0
7B I 08-05-05
Club House 974.0
100.4
9.7
91
110.0
8B 08-05-05
Club House 975.0
102.5
12.4
94
110.0
9B OM5-05
Club House 977.0
101.3
10.9
92
1.1.0.0
10B 08-05-05
Club House 977.0
105.2
8.9
95
110.0
11B -08-05-05
Club House .4.79.0
1.00.3
13.1
91
1.1.0.0.
126 08-05-05
Club House 975.0
103.2
10.8
94
110.0
13B 08-05-05
Club House 977.0
101.4
10.1
92
110.0
14B 08-05-05
Club House 975.0
108.2
1.5.9
98
110.0
15B 08-05-05
Club House 977.0
106.8
18.1
97
110.0
1.613 08-05-05
Club House 977.0
105.6
16.2
96
110.0
I�
17B 08-05-05
Club House 977.0
101.0
13.9
92
110.0
18B 08-05-05
Club House 977.0
104.4
19.2
95
110.0
DATE: March 2, 2006
,Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tc,st No, Datc Tc%tedI I-o6tion Elevation I Dry Density I % Moisturc Relative Maximum
In Place In Place Compaction Densitv
19B I 08-05-05
20B ! 08-05-15
1512
1513
1514
1515
1.516
1517
1518
1519
1520
1521
1522
1523
1524
1525
1526
1527
1528
1529
1530
1.531.
1532
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-05
08-08-5
08-08-05
08-08-05
08-08-05
08-08-05
Club House
Club House
Lot 91 B Front
Lot 91 8 Center
Lot 91 B Back
Lot 92 B Front
Lot 92 B Center
Lot 92 S Back
Trot 93 B Front
Lot 93 B Center
Lot 93 B, Back
Lot 94 13Front
Lot 94 B Center
Lot 94 BBack
Lot 9513 Front
Lot 95 B Center
Lot 95 B Back
Lot 8813'Front
Lot 88 B Back
Lot 88 B Front
Lot 88 B Back
Lot 88 B Front
Lot 88 B Back
1C I
08-08-05
' Club Horse
2C j
08-08-05
Club House
3C
08-08-05
Club Hasse
4C i
0"&05
Club Howse
5C 1
08-08-05
Club House
6C I
08-08-05
1 Club House
7C
08-08-05
1 Club Ho-jse
8C
08-08-05
Club Ho -,use
9C
08-08-05
': Club House
10C
08-08-05
I Club House
11C 08-08-05 Club House
12C 08-08-05 Club House
1533
1534
1535
08-09-05
08-09-05
08-09-05
DATE: March 2, 2006
Lot 12 B Sack
Lot 12 B 3ack
Lot 63 B Sack
977.0
977.0
PG
PG
PG
PG
PG
PG
PG
PC
PG
PG
pG
PG
PG
PG
PG
997.5
977.5
979.5
979:5
981
981
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
975.5
976.5
975
105.6
106.3
108.3
105.1
106.5
103.8
102.9
104.7
101.3
107.2
104,4
108.5
1.05.6
1.03.0
103.9
107.2
104.6
102.2
104.0
101.6
105.0
103.6
103.8
106.4
106.2
104.5
105.3
103.8
1.02.1
104.9
107.3
104.1
105.9
108.0
101.2
100.8
101.3
1.01..2
10.2
12.8
9.0
11.4
10.7
12.6
1.1..1
13.3
9.9
11.7
13.8
10.7
8.8
12.4
10.0
8.3
11..5
9.6
8.1
12.7
9.0
:1.3.2
12.1
15.7
10.2
12.4
11.2
12.3
9.8
12.2
1.3.4.
13.9
12.6
15.8
16.2
22.4*
18.5*
12.7
95
96
97
94
95
93
92
93
90
96
93
97
94
92
93
96
93
91
93
91.
94
93
93
96
96
95
95
95
93
95
97
95
96
98
92
85*
85*
90
110.0
110.0
112.0
112.0
112.0
112.0
112.0
1.1.2.0
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
112.0
1.12.0
112.0
I 112.0
11.2.0
112.0
112.0
110.0
110.0
110.0
11.0.0
110.0
110.0'
110.0
110.0
110.0
110.0
110.0
1.10.0
119.0
119.0
:1.1.2.0
. gladden .Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested I Location
1536
08-09-05
Lot 63 B Back
1537
08-09-05
, Lot 64 B Back
1538
08-09-05
Lot 64 B Back
1539
08-09-05
Lot 65 B Back
1540
08-09-05
Lot 65 B Back
1541
08-09-05
Lot 66 B Back
1542'
08-09-05
Lot 66 8 Back
1D
08-09-05
Club House
2D I
08-09-05
CIub House
3D
08-09-05
Club House
4D
08-09-05
Club House
5D
08-09-05
Club House
6D
08-09-05
Club House
7D
08-09-05
Club House
8D
08-09-05
Club House
9D 1
08-09-05
Club House
10D
08-09-05
Club House
11D i
08-09-05
Club House
12D ;
08-09-05
Club House
1543
08-10-05
i
62 B Front
15441
08-10-05
.Lot
Lot 62 B Front
1545!
08-10-05
Lot 63 B .Front
1546
08-10-05
Lot 64 B Front
1547
08-10-05
Lot 65 B Front
1548
08-10-05
Lot 66 B Front
1549;
08-10-05
1 Lot 67 B Front
15501
08-10-05
1 Retest # 1.533 & 1.534.
1551
08-10-05
Lot 63 B Back
1552
08-10-05
Lot 64 B Back
1553
08-10-05
` Retest # 1538
1554
08-10-05
Retest # 1539 & 1.540
1555
08-10-05
Retest # 1541
1556
08-10-05
Lot 67 B Back
A
08-10-05
Lot 47
B
08-10-05
Lot 47
C
08-10-05
Lot 48
D
08-10-05
Lot 48
DATE: March 2, 2006
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I Dry DensityI % Moisture I Rcleliv.c + Maximum
In Place In Place Comnaction I Density
976
974.5
975.5
975
976
976
977
983.0
985.0
983.0
985.
983.0
985.0
983.0
985.0
983.0
985.0
983.0
985.0
975.5
9763.5
976.5
978
975
977
973
976
974.5
975
976
972
983
985
983
985
103.6
106.4
102.3
97.1
95.6
99.5
103.4
103.6
100,1
105.4
1.01..5
102.5
100.7
1.08.1.
103.4
103.8
101.7
107.2
105.1
109.4
108.3
104.5
1.06.6
103.9
105.5
104.1
104.5
101.3
103.4
105.3
103.1
104.7
100.8
104.1
102.9
105.2
101.4
17.8*
19.4*
20.2*
14.3
13.1
20.1*
18.2*
13.8
10.3
14.7
15.3
14.5
12.4
13.6
10.5
1..7.9
18.6
16.8
15.2
16.5
13.7
11.0
14.8
16.2
15.3
13.0
14.8
17.1
1.6.0
15.6
14.0
16.3
11.4
13.9
12,7
14.6
113.4
93
90
86*
87*
85*
89*
92
95
91
95
-93
94
92
98
94
95
93
97
95
92
91
93
95
93
94
93
93**
90
92
94
92**
93**
90
95
94
94
92
1
112,0
112.0
1.1.9.0
112.0
112.0
112,0
112.0
110.0
110,0
110.0
11.0.0
110.0
1.10.0
11.0.0
110.0
110.0
110.0
110.0
110.0
119.0
119.0
112.0
11.2.0
112.0
112.0
112.0
112
112.0
112,0
112.0
11.2.0
112.0
112.0
110.0
110.0
110.0
110.0
$ladders Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture IRelativeMaximum
In PlaCc In Place Compaction I Density
1E
08-10-05
Club House
987.0
1.01..9
14.8
93
110.0
2E
08-10-05
Club House
989.0
104.8
13.9
95
110.0
3E
08-10-05
i Club House
987.0
1.00.2
i 18.1.
91
110.0
4E ;
08-10-05
Club House
989.0
100.3
14.4
91
11.0.0
5E
08-10-05
Club House
987.0
104.0
16.1
95
110.0
6E
08-10-05
Club House
989.0
1.01.4
13.2.
94
110.0
7E
08-10-05
Club House
.987.0
102.9
17.8
94
110,0
8E
08-10-05
Club House
989,0
100,2
1.6.5
91
110.0
9E
08-10-05
Club House
987.0
101.8
18.2
93
110.0
10E
08-10-05
Club House
989.0
104.2
11.7
95
110.0
11E
08-10-05
Club House
987.0
103.1
15.1
94
110.0
12E
08-10-05
Club House
989.0
102.4
15.7
93
110.0
1557
08-11-05
Lot 88 B Front
982.5
103.9
i 10.6
93
112.0
15581
08-11-05
I Lot 88 B Back
983
101.6
11.5
91.
112.0
1559
08-11-05
Lot 8813 Front
984
105.8
9.6
94
112.0
15601
08-11705
Lot 88 B Back
984.5
107.7
9.2
96
112.0
1561
08-11-05
i Lot 96 B Front
PC
106.0
8.8
95
1.12.0
15621
08-11-05
± Lot 96 B Center
PC
104.4
12.4
93
! 112.0-
12.0-1563!
1563
08-11-05
Lot 96 B Back
PG
108.1
9.2
97 ;
112.0
156.408-1.1-05
,
i Lot 97 B Front
PC
102.3
10.6
91
112.0
1565
08-11-05
Lot 97 B Back
PC
105.1
13.0
94
112.0
15661
08-1.1-05
Lot 97 B Center
PC
I 107.4
11.8
96
1.12.0
1567;
08-11-05
Lot 98 B Front
PC
i 108.8
9.0 1
97
112.0
1568
08-11-05
Lot 98 B Center
PC
105.3
I 13.1
94
112.0
1569
08-11-05
Lot 98 8 Back
PC
i 104.7
10.4 1
93
112.0
15701
08-11-05
Lot 68 B Front
971
93.5
I 17.1
83"
112.0
15711
08-1I-05
Lot 68 B Back
970,5
94.3
I 1.8.9
84"
112.0
15721
08-11-05
I.,ot 69 B Front
972
96.5
j 19.4
86*
112.0
1573
08-11-05
Lot 69 B Back
971.5 1
95.1
! 18.5
85*
112.0
A
08-11.-05
Lot 47 B Back
987,0
99,6
10.9
91
110.0
B ;
08-11-05
i Lot 47 B Back
989.0
100.7
' 13.1 '
92
110.0
C I
08-11-05
j Lot 48 B Back
989.0
102.3
14.7
93
110.0
D
08-11-05
Lot 48 B Back
989.0
105.1
12.8
95
110.0
1 F
08-11-05
I Club House
991.0
105.3
13.7
95
110.0
2F
08-11-05
Club House
991.0
1.05.9
18.5
96
110.0
3F
08-11-05
Club House
991.0
104.5
13.5
95
110.0
4F
08-11-05
Club House
991.0
1.02,1
1.0.9-
93
110.0
5F
08-11-05
Club House
991.0
103.4
11.7
94
110.0
6F
08-11-05
Club I -louse
991.0
100.7
1.3.4
92
11.0.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: 'La Quinta, California REPORT NO: 06-02-1.20
Test No.'Date Date Tested Location Elevation Dry Density % Moisture Relative Maximum
I I In Place Compaction I Density
1C i
08-12-05
Club House
2G
08-12-05
Club House
1
3C
08-12-05
Club House
4G
08-12-05
Club House
5G
08-12-05
Club House
1H
08-13-05
Club House
2H
08-13-05
Club House
3i -i
08-13-05
Club House
4H
08-13-05
Club House
5H I
08-13-05
Club House
6H
b8-1.3-05
Club House
7H
08-13-05
Club House
A
08-15-05
Lot 48 B Back
B
08-15-05
Lot 48 B Back
C
08-15-05
Lot 47 B Back
D
08-15-05
Lot 47 B Back
E
08-15-05
Lot 72
F
08-15-05
Lot 72
G
08-15-05
I Lot 71 `
H
08-15-05
i Lot 71
1
08-1.5-05
; Lot 70
J
08-15-05
Lot 70
K
08-1.5-05
! trot 69
L
08-15-05
Lot 69
M
I 08-15-05
Lot 68
N
08-15-05
Lot 68
i
AA
08-16-05
Lot 60 Front
1313
08-16-05
Lot 59 Front
CC
08-16-05
', Lot 58 Front
DD
08-16-05
Lot 57 Front
EE
08-16-05
Lot 56 Front
FF
08-16-05
Lot 55 Front
GG
08-16-05
Lot 54 Front
HH
08-16-05
Lot 54 Back
Il
08-16-05
Lot 54 Back
i j
08-1.6-05
Lot 56 Sack
KK
08-16-05
I Lot 57 Back
LL
I 08-16-05
Lot 58 Back
DATE: March 2, 2006
993.0
105.3
14.0 95
110.0
995,0
103.2
13.2 94
110.0
993.0
103.9
13.8 95
110.0
995.0
101,7
12.7 93 ,
110.0
993.0
107.9
11.3 98
110.0
993.0
103.1
I 10.2 94
110.0
995.0
105.2
12.1 95
110.0
993.0
105.4
13.8 95
110.0
995.0
103.6
12.1 95
110.0
993.0
103.1
15.2 94
1.1.0.0
995.0
101..9
13.7 93
110.0
995.0
104.4
17.1 95
11.0.0
991.0 I
102.5
12.1 93
110,0
993.0 ±
104.6
11.9 95
110.0
991.0
106.2
152 96
110.0
993.0
105.9
14.6 95
1.10.0
990.0
108.1
17.8 98
11.0.0
972.0
105.2
15.1 95
I 110.0
970.0
104.5
20.5 95
110.0
972.0
105.1
18.2 94
110.0
970.0
100.4
22.1. i 91
110.0
972.0
105.7
19.8 I 95
1.1.0.0
971.0
100.9
1.6.9 1 92
1 110.0
973.0
102.3
17.2 I 93
I 11.0.0
971.0
1082
20.1 98
110.0
973.0
106.4
15.9 i 96
I 110.0
977
99.6
I
15.7 91
110.0
977
1.05.6
1.5.8 ; 96
110.0
977
104.3
11.9 95
110.0
979
101.8
16.3 93
110.0
974
108.8
14.7 99
110.0
979
152.4
20.'1 93
1.10.0
979
102.9
17.2 94
110.0
979
103.6
16.1 95
110.0
979
105.2
1.5.5 95
110.0
979
102.1
17.3 93 .
110.0
979.
101.2
92 110.0
977
99.3
13.4 90
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
! Date Tested
Location
Elevation
Dry Density
% Moisturc
Rclativc
I
Maximum
I
Tn Place
In Place
Compaction
Density
MM
08-16-05
Lot 59 Back
977
105.1
11.9
95
110.0
NN
08-16-05
Lot 60 Back
977
103.2
15.2
94
110.0
00
08-1.6-05
I Lot 47 Back
995
102.1
13.6
93
110.0
PP
08-16-05
Lot 48 Back
995
104.3
12.9
95
110.0
QQ
08-17-05
Lot 68 Back
974
108.3.
11.2
98
110.0
RR
08-17-25
Lot 68 Back
976
103.2
14.4
94
11.0.0
SS
08-17-05
Lot 70 Back
975
100.8
13.2
92
110.0
TT
08-17-05
Lot 70 Back
977
101.7
15.7
93
71.0.0
UU
08-17-05
Lot 72 Back
975
102.1
16.3
j 93
110.0
VV
08-17-05
Lot 72 Back
933
105.9
15.2
1 96
110.0
W W
08-17-05
Lot 74 Back
975
104.2
I
18.1
95
110.0
XX
08-17-05
Lot 74 Back
977
102.0
17.4
I 93 1
110.0
YY
08-17-05
Lot -75 Back
974
103.5
15.7
95
110.0
ZZ
08-17-05
Lot 75 track
976.0
100.4
13.2
91
110.0
AAA!
08-17-05
I Lot 76 Back
973.0
105.2 I
16.7
95
1.1.0.0
BBB 1
08-17-05 i
Lot 76 Back
975.0
1.02.1
14.8
93
110.0
CCC
08-19-05
Lot 83 Back
971.0
100.5
17.5
92
110.0
DDD
08-19=05
Lot 84 Back
972.0
101.6
1.8.5
93
110.0
EEE
08-19-05
Lot 85 Back
972.0 !
103.2
19.2
94
11.0.0
FFF
08-1.9-05
Lot 86 Back
972.0
104.0
20.4
95
110,0
GGG
08-19-05
Lot 87 Back
973.0
102.4
16.9
93 '
110.0
HHH!
08-19-05
Lot 75 A
965.0
94.4
18.7
90 '
110.0
111
08-19-05 j
Lot 75 A
967.0
1.01.7 I
17.2
�
93 i
110.0
JJJ
08-19-05
Lot 75 A
965.0
106.3
18.4
,
96
110.0
KKK;
.08-19-05 '
Lot 75 A
967.0
700.8
22.1.
92
110.0
LLL I
08-19-05
Lot 80 B
971.5
100.7 1
1.9.5
92
110.0
MMA
08-19-05
Lot 88 B
973.5
102.3 -
19.2
93
110.0
NNN 1
08-19-05
Lot 81 B
971.5
101.3
20.1
92 i
110.0
Owl
08-19-05 I
Lot 816
973.5
104.6 1
17.8
95 !
110.0
PPP
08-19-05
Lot 82 B
971.0
102.9
19.2
94
110.0
QQQ ,
08-19-05
Lot 828
973.0
100.1 I
20.4
91
110.0
RRR
08-20-05
Lot 75 A
969
102.6
7.493
110.0
SSS
08-20-05
Lot 75 A
969
104.0
7.7
95
110.0 .
'I'l-'r
- 08-20-05
Lot 75 A
PG
105.1 1
6.9
96
110.0
UUU
08-20-05
Lot 75 A
PG
102.8
7.3
93 1
110.0
A
08-22-05
Lot 83 B Back
973.0
108.2
13.2
98
110.0
B
08-22-05
Lot 84 B Back
974.0
1.14.3
19.3
95 i
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: Ira Quinta, California
PROJECT NO: 522-4810
REPORT NO: 0"2-120
Test No.
I Date Tested
I Location Elevation
Dry Density
In Place
% Moisture
I In Place
Relative
I Compaction
I Maximum
I Dewit
C 08-22-052
Lot 85 B Back 974.0
102.9
17.7
94
110.0
D 08-22-05
Lot 86 B Back 974.0
105.2
16.9
95
110.0
E 08-22-05
Lot 87 B Back 975.0
100.9
18.2
92
110.0
1574 08-23-05
Lot 35 13Front 989
I
103.4
8.8
94
j 110.0
1575 08-23-05
Lot 35 B Front 991
101.5
9.9
92
! 110.0
1576 08-23-05
i Lot 36 B Front 990
101..4
12.5
92
110.0
1577 08-23-05
Lot 36 B Front 992
105.0
10.7
95
110:0
1578 08-23-45
1 Lot 35 B Back 984
! 1.0.4.3
1.0.2
95
110.0
1579 08-23-05
Lot 35 B Back 986
102.2
11.7
93
110.0
1580 08-23-05
Lot 36 B Back 984
100.8
9.1
92
110.0
1581 08-23-05
Lot 36 8 Back 986
i 104.5
8.4
95
110,0
1582 08-23-05
Lot 35 B Front 993
106.7
8.9
97
110.0
1583 08-23-05
Lot 3511 Front 995
103.3
10.4
94
110.0
1584 08-23-05
Lot 36 B Front 994
101.0
7.9
92
110.0
1585 08-23-05
Lot 36 B Front 996
105.4
9.2
96
110.0
1586 08-23-05
Lot 35 B Back. 988
104.6
.11.8
95
110.0
1587 08-23-05
Lot 35 B Back 990
100.9
10.6
93
110.0
1588 08-23-05
Lot 36 B Back 988
102.3
10,4
93
1.10.0
1589 08-23-05
Lot 36 B Back 990
101.7
i 9.0
92
110.0
A 08-23-05
Lot 77 B Back 966.0
107.1
.12.6
I 97
110.0
B 08-23-05
Lot 77 B Back 968.0
105.4
16.2
95
1.10.0
C 08-23-05
Lot 75 B Back967.5
98.1
22.9
j 89*
110.0
D 08-23-05
Lot 75 B Back 967.5
98.1 ;
22.9
89"
110.0
E ! 08-23-05
Lot 76 B Back 967.0
107.8 i
18.2 !
97
110.0
F 08-23-05
Lot 76 B Back 969.0
101.2 j
16.7
92
110.0
C 08-23-05
Lot 7711 Back 966.0
-105.9
17.2 I
95 I
110.0
H 08-23-05
Lot 77 B Back 968.0
103.1
15.1
94
110.0
15901 08-24-05 I
Lot 34 B Front 992
103.3
8.6
94
110.0
1591; 08-24-05 i
Lot 34 B Front 993.5
102.1
10.5
93
110.0
1592; 08-24-05
Lot 34 B Back 985
1.06.0
9.4
96 `�
.17.0.0
1593108-24-05
Lot 34 B Back 987
103.9
8.8
94 I
110.0
1594 08-24-05
Lot 35 B Front 996
105.5
12.1
96
17 0.0
15951 08-24-05
'Lot 35 B Front 997
104.4
11.3
95
I
110.0
15961 08-24-05
Lot 36 B Back 992
106.9
10.0
97
110.0
3.597 08-24-05
Lot 36 B Back 994
102.8
13.5
93
110.0
1598 08-24-05 !
Lot 34 B Back 988.5
100.7
11.0
92
110.0
1599 08-24-05 I
Lot 34 B Back 990.5
102.5
9.5
93
110.0
1600 08-24-05 I
Lot 34 8 Back 992
105.8
8.7
96
110.0
1601 08-24-05
Lot 34 B Back 993
104.0
10.4
95
110.0
DATE: March 2, 2006
Sladden Engineering
TEST. RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quints, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.I + Date Tested I Location Elevation I Dry Density I % Moisture I Relative Maximum
In Place in Place Compaction Density
1602
08-25-05
Lot 3413 Front
1603
08-25-05
Lot 34 B Back
1604
08-25-052
Lot 35 B Front
1605
08-25-05
Lot 35 B Back
1606
08725-05
Lot 36 B Front
1607
08-25-05
Lot 36 b Back
1608
08-25-05
Lot 35 B Back
A
08-25-05 .
Lot 66 B Back
B
08-25-05
Lot 66 B Back
C
08-25-05
Lot 64-B Back
D
08-25-05
Lot 64 B Back
E
08-25-05
Lot 65 B Back
F
08=25-05
Lot 6513 Back
G
08-25-05
Lot 64 B Back
H
08-25-05
Lot 64 B Back
1
I 08-25-05
Lot 66 B Back
J
08-25-05
Lot 66 B Back
K
08-25-05 !
Lot 65 8 Back
L
08-25-05
Lot 65 B Back
M.
08-25-05
Lot 67 B Back
N
08-25-05
Lot 67 BBack
O
08-25-05 j
Lot 67 B Back
P
08-25-05
Lot 67 B Back
995
994.5
998
992
997.5
996
99.4
997.0
999.0
978.0
980.0
977.0
979.0
978.0
980.0
977.0
979.0
979.0
979.0
976.0
978.0
976.0
978.0
1609 !
08-26-05
Lot 33 B Center
992
1610
08-26.05
Lot 3413 Center
99.4.
1611
08-26-05
i Lot 35 B Center
994
1612:
08-26-05
Lot 36 B Center
995
1613i
-26-05
Lot 34 B Back
995.5
16141
08-26-05
Lot 35 B Back
995.5
1615;
08-26-05
Lot 35 B Back
997
1616!
08-26-05
Lot 36 B Front
998.5
16171
08-26-05
Lot 36 B Back
997.5
1618i
08-26-05
Lot 75 B Front
966
1619'
08-26-05
Lot 75 B Front
968
1620
08-26-05
Lot 76 B Front
966
1.621 I
08-26.05
Lot 76 B Front
968
1622
1623
1624
08-29-05
08-29-05
08-29-05
DATE: Marcb 2, 2006
I.,ot 55 B Flack
Lot 55 B Back
Lot 58 B Back
1.00..4.
102.3
105.1
103.6
107.1
104.0
105.5
104.1
1.01..2
106.3
102.9
103.7
104.2
109.0
101.4
'103.9
106.2
101.3
105.3
105.1
102.4
104.7
101.8
101.1
102.5
105.3
101.7
'103.6
100.1
101.8
106.1.
104.0
101.3
94.5
103.3
102.0
9.1
13.7
11..0
9.0
8.6
10.4
12.6
13.2
14.9
15.6
12.9
13.9
15.2
13.9
17.2
19.5
14.7
17.0
1.3..4
13.9
13.0
13.6
11.9
11.3
14.1
12.4
11.3
10.0
8.3
13.4
13.2
12.5
16.9
20.4
15.5
14.3
981.0
108.2
15.5
983
102.5
14.9
979.5
105.4
19.2
91. 110.0
93 110.0
96 110.0
94 110.0
97 110.0
95 110.0
96 110.0
95 11.0.0
92 110.0
96 110.0
94 110.0
93 110.0
95 i 110.0
99 { 11.0.0
92 ! 110,0
95 110.0
96 110.0
92 110.0
95 110:0
95 1.10.0
93 110.0
95 110.0
93. 110.0
92 110.0
93 116.0
96 11.0.0
92 11.0.0
94 110.0
91 110.0
93 I 1.1.0.0
96 110.0
95 I 110.0
90 I 112.0
84* ' 112.0
92 112.0
91 11.2.0
91 11.9.0
92 112.0
94 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5221810
REPORT NO: 06-02-120
Test No.
Date Tested
Location
Elevation
Dry DensityI
1n Place
% Moisture
in ?lace
Relative
CO action
Maximum
Density
1625
08-29-05
Lot 58 B Back
981.5
105.6
16.7
94
112.0
1626
08-29-05
Lot 54 B Back
981
103.8
16.0
93
112.0
16271
08-29-05
Lot 54 B Back
983
103.4
15.3
92
112.0
16281
08-29-05
Lot 53 11 Front
980
106.5
14.7
93.
112.0
1629!
08-29-05
Lot 53 Front
982.0
102:3
17.3
91
112.0
16301
08-29-05
Lot 56 B Front
981
108.9
.16.5
92
1.19.0
1631;
08-29-05
Lot 56 B Front
983
107.6
13.2
'
96
112.0
16321
08-29-05
Lot 57 B Front
981
1.0.4.8
15.1
I 94
112.0
1633
08-29-05
Lot 57 B Front
983
103.4
12.0
i 92
112.0
16341
08-29-05
Lot 54 B Front
781
107.2
i 11.6
96
1.12.0
16351
08-29-05
Lot 54 B Front
983
105.6
13.1
I 94
112.0
1636
i 08-29-05
Lot 55 B Front
981.
104.0
13.8
93
1.12.0
16371
08-29-05
Lot 55 B Front
983
105.3
12.6
94
112.0
1638!
08-29-05
Lot 58 B Front
980
103.3
10.9
92
112.0
16391
08-29-05
' Lot 58 B Front
982
( 101.5
1.2.4
91
112.0
1.6.40;
08-29-05
I Lot 56 B Back
981
i 108.0
11.3
93
112.0
1641
08-29-05,
Lot 56 B Back
983
106.1
1.5.0
95
112.0
1642
` 08-29-05
' Lot 57 B Back
980
105.5
14.4
94
112.0
16431
08-29-05
Lot 57 B Back
982
104.7
11.9
93 i
112.0
1644
08-30-05
Lot 53 B Back
984
105.9
16.6
96
110.0
1645
08-30-05
Lot 54 B Back
985
106.5
12.5
96 !
110.0
1646
08-30-051
Lot 55 8 Back
985
108.9
9.8
99 i
110.0
1647:
08-30-05
Lot 56 B Back
984.5
102.3
15.2
93
110.0
1648'
08-30-05
Lot 57 8 Back
984.0
104.2
13.9
95i
110.0
1649
08-30-05
Lot 58 B Back
983.0
107.3
17.1
97 ;
110.0
1650
08-30-05
Lot 59 B Back
979.0 i
1.03.1
16.4
94
110.0
1651
08-30-05
Lot 59 B Back
.981.0
100.8
11.9
92
110.0-
10.0-1.652
1.652!
08-30-05
Lot 60 B Back
979.0
105.2
13.7
95
110.0
1653;
08-30-05
Lot 60 B Back
981.0 ,
103.4
15.5
94
110.0
1654
08-30-05
Lot 35 B Front
999 (
104.1
14.3
93
112.0
1655
08-30-05
Lot 36 B Front
999.5 f
106.8
15.2
95
1.12.0
16561
08-30-05
Lot 35 B Back
998
102.2
13.1 I
91
112.0
1657
08-30-05
Lot 35 B Back
999 i
101.3
11.8
90
112.0
1658
08-30-05
Lot 36 B flack
998.5
105.1
13.3 I
91
112.0
1659
08-30-05
Lot 36 B Back
1000 I
103.0
14.7
92
112.0
1660
08-31-05
Lot 59 B Front
982.0
103.2
12.8
94
110.0
1661
08-31-05
Lot 59 B Front
984.0
102.3
15.5
93
110.0
1662
08-31-05
Lot 60-B Front
982.0
106.8
10.9
95
110.0
1663
08-31-05'
Lot 60 B Front
984.0
102.4
11.2
93 i
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested I Location Elevation Dry Density i % Moisture I Relative I Maximum
In Place I In Place Comnaction I Densitv
1664
1665
1666
1667
1668
1669
1670
1671
1672
1673
1674
1675
1676
1677
1678
1679
1680
1681
1682
16831
1.6841
1685,
16861
1687;
16881
1689
16901
16911
1692
1.693
1694
1695
1696
1697
1698
1699
1700
1701
1.702
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31-05
08-31.-05
08-31-05
08-31-05
08-31-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
09-01-05
69-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-05
09-07-65
09-07-05
09-07-05
09-07-05
DATE: March 2, 2006
Lot 64 B Center
Lot 61. 8 Center
Lot 61 B Center
Lot 59 B Back
Lot 59 B Back
Lot 60 8 Back
Lot 60 B Back
Lot 31 8 Front
Lot 31 B Back
Lot 32 li Front
Lot 32 B Back
975.0
977.0
979.0
982.0
984.0
982.0
984.0
993
995
993.5
995
104.9
103.2
106.4
102.2
105.6
104.3
106.8
101.3
100.4
102.5
101.8
Lot 60 B Front
985.0
102.7
Lot 61 B Front
981.0
99.1
Lot 61 B Front
983.0
107.6
Lot 62 B Front
978.0
100.4
Lot 62 B Front
980.0
103.3
Lot 63 B Front
979.0
1.00.2
Lot 63 B Front
981.0
104.2
Lot 64 B Front
981..0
165.4
Lot 64 B Front
983.0
106.9
Lot 64 B Back
980.0
103.7
Lot 64 B Back
982
103.2
Lot 63 B Back
979 I
101.4
Lot 63 B Back
981.0
1.07.2
Lot 62 B Back
979.0 I
100.2
Lot 62 B Back
981.0 I
105.8
Lot 61 B Back
981.0
103.6
Lot 61 B Back
985.0
i
102.9
Lot 103 B Front
PC I
107.1
Lot 103 B Center
PC '
105.4
Lot 103 B Back
PC
104.3
Lot 104 B Front
PC
106.0
Lot 1.04 8 Center
PC
103.3
Lot 104 B Back
PC
104.5
Lot 60 B Front
986
107.3
Lot 60 B ;Back
985.5
1.03.5
Lot 60 B Center
986
103.7
Lot 61 B Front
986
104.5
Lot 61 B Back
985.5
101.3
13.8
15,2
14.7
15.8
11.9
14.3
113.6
8.1
7.6
9.3
8.4
15.4
17.7
14.6
12.8
17.4
1.3.7
13.3
15.2
16.3
14.4-
15.2
13.9
16.3
15.4
14.6
15.9
15.3
8.8
10.2
9.7
10.5
8.7
8.1
9.9
12.5
13.4
11.2
1.4.1.
95
94
96
93
96
95
97
92
91
93
93
94
90
98
91
94
91
95
95
97
95
94
92
97
91
96
95
94
96
94
93
95
92
93
96
92
93
93
90
110.0
110.0
110.0
.1.1.0.0
110.0
:10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club PROJECT NO; 5224810
LOCATION: La'Quinta, Califciniia REPORT NO: 06-02-120
Test No.Date Tested Location Elevation' Dry Density I % Moisture I Relative + Maximum
In Place In Place Comnaction I Ilensiry
1703
09-07-05
Lot 613 Center
1704
09-07-05
Lot 62 6 Front
1705
09-07-05
Lot 62 B Back
1706
09-08-05
Retest # 1104
1707
09-08-05
Retest # 1.1:15
1708
09-08-05
Retest # 1105
1709
09-08-05
Lot 108 B Front
1710
09-08-05
Lot 108 is Back
171.1'
09-08-05
I Lot 112 5 Front
104.3
983
I
17121
.09-08-05
Lot 112 9 Back
1713;
09-08-05
Lot 113 B Front
17141
09-08-05
I Lot 113I Front
1715
09-08-05
Lot 113 B Back
1716
09-08-05
Lot 113 B Back
1717
09-08-05
Lot 114 B Front
1.718
09-08-05
Lot 114 E Back
1719
09-08-05
Lot 116 F Front
1720
09-08-05
Lot 116 E Back
1721
09-08-05
Lot 106 E. Front
1722
09-08-05
Lot 106 k. Center
1723
09-08-05
Lot 1061? Back.
.
'1724
09-08-05 1
Lot 107 B Front
1725!
09-08-05
Lot 107 B Back
1726;
09-08-05
Lot 108 9 Front
1727!
09-08-05 I
Lot 108 1] flack
1728
09-08-05 I
Lot 108 B Center
1729
09-08-05 i
Lot 109 B Front
1730
09-08-05 ':
Lot 109 S Back
1731
09-08-05 I
Lot 110 B Front
1732
09-08-05
Lot 110 t3 Back
1733
09-08-05
Lot 113 B Front
1734
09-08-05
Lot 113 B Back
1735 I
09.08-05
Lot 113 B Center
1
Contour Grading
17361
09-12-05
Per Plan
17371
09-12-05
Per Plan
17381
09-1.2-05
Per Plan
17391
09-12-05
Per Plan
17401
09-12-05
Per Plan
DATE: March 2, 2006
985.5 1 103.5
983
105.5
983.5
101.0
103.4
104.6
101..9
980
100.8
980
102.6
981
105.5
981
105.2
979
104,3
981
103.1
979.5
1.00.6
981.5
1.06.1
983
104.3
983
104.1
979
96.3
979
95.1
PG I
107,2
PC i
105.3
PG
106.5
PG
104.1
PC
102.6
PG (
101.4
PC
105.5
PG
103.7
PG
103.4
PC
106.6
PG
107.7
PCS
106.3
PC
1.08.5
PC
105.3
PC
106.9
980
980
979.5
980
979.5
100.4
108.1
95.7
96.3
103.5
12.6
11.2
10.7
9.0
10.3
8..7
8.5
10.6
1.1..3
9.4
12.2
11.0
13.3
8.3
12.7
1.0.9
5.4*
4.63*
8.1
11.4
9.9
8.8
7.9
10.7
13.0
:1.1..8
10.9
9.4
7.8
8.4
89
10.5
9.8
12.3
9.6
10.3
12.8
1'1.1
92
94
90
92
93
91
90
92
94
94
93
92
90
95
93
93
86*
85*
96
94
95
93
92
91
94
93
92
95
96
95
97
94
95
90
97
85*
86*
93
112,0
112.0
1.12.0
112.0
112.0
112,0
112.0
11.2.0
{ 112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
I 11.2.0
112,0
112.0
112.0
112.0-
112.0
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
112.0
112.0
112.0
.112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density I % MoistureI Relative Maximum
In Place In Place Comvaction Densitv
1741
1.742
1743
1744
1745
1746
1747
1748
1.749
1750
1751
1752
1753
1754
1755
1756
1757
1758
1759
1760
1761
1762
1763
1.764
1765
1766
1767
17681
1.7691
17701
17711
1772!
1.773
1774
1775
1776
1777
1778
1779
09-12-05
09-12-05
09-12-05
09-12-05
09-12-05
09-12-05
09-12-05
09-13-05
U9-13-05
09-13-05
09-1.3-05
09-13-05
09-13-05
09-1.3-05
09-13-05
U9-13-05
09-13-05
09-13-05
09-13-05
09-13-05 i
09-13-05. i
09-13-05
09-13-05
09-13-05
09-13=05
09-13-05
09-13-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
09-14-05
Per Plan
Retest # 1719
Retest #1720
Lot 116 B Front
Lot 11613 Back
Lot 116 B Center
Lot 50 B Front
Lot 50 5 Front
Lot 49 B Back
Lot 4913 Back
Lot 50 B Back
Lot 50 B Back
Lot 49 B Front
Lot 4613 Front
Lot 87 B Front
Lot 87 B Back
Lot 86 8 Front
Lot 86 B Back
Lot 85 B Front
Lot 85 B Back
Lot 84 B Front
Lot 84 B.Back
T-ot 83 B Front
Lot 83 B Back
Lot 82 B Front
Lot 81 B Front
Lot 80 8 Front
Retest N 1738
Retest # 1739
Per Plan
Per Plan';
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan'
Per Plan
Per Plan
980.5
104.0
10.2
93
1.03.2
8.4
I 92**
101.5
8.9
i 91
PC
106.3
1.1.4
95
PG
104.7
13.5
93
PC
104.1
12.6
93
985
104.6
9.8
93
987
104.8
12.3
94
986
106.3
10.5
95
988
1035
13.2
92
985
107.1
11.3
96
987
102.9
14.0
92
982.5
105.7
13.4
94
987.5
103.5
11.1
92
PG
102.8
9.3
92
PG
104.0
8.8
93
PG
106.4
10.5
95
PG
105.5
9.1
94
PC
103.3
12.1
92
PG
107.1
8.7.
96
PC
101.8
8.5
91
PG
104.6'
10.4 I
93
PG
100.8
9.3
90
PC
101..4
I 9.9
91
PG
96.5
! 12.2
i 83*
PG
97.1
i VIA
89'
PG
95.4
1.0.2
85"
i
104.1
14.4
93
101.5
11.5
91
981.5
101.6
12.4
91
982
105.5
12.9
94
982
103.7
10.7
93
983
100.9
` 15.1
90
983.5
105.4
14.2
94
983.5
102.7
10.7
92
984.
107.1
12.0
96
983.5
105.3
1.4.1
94
984
104.0
16.7
93
983.5
102.3
12.5
91
1.12.0
112.0
112.0
112.0-
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.30
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0 .
1.1.2.0
112.0
DATE, March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522.4810
REPORT NO: 06-02-120
Test No.
Date Tested
Location Elcvation
Dry Density
In Place
% Moisture
In Place
Relative
compaction
Maximum
Dcnsity
1780 09-15-05
Lot 77 B Front 969
103.4
11.5
92
112.0
1781 09=15-05
Lot 77 B Back 969
105.1
9.6
94
112.0
1782 09-15-05
Lot 76 B Front 970
101.8
1 13.5
91
112.0
1783 09-15-05
Lot 76 B Back _ 969.5
102,1
i 10.7
91
1.1.2.0
1784 09-15-05
Retest #
104.3
15.1
93
112.0
1785 09-15-05
Lot 75 B Front 970
100,9
i 14.0
90
11.2.0
1786; 09-15-05
Retest # D 8/23/05
103.3
12.8
92
112.0
17871 09-15-05
Retest# D 8/23/05
1.05.5
I 16.5
94
112.0
1788 i 09-15-05
Lot 75 B Back 969.5
107.2
11.8
96
112.0
17891 09-15-05
Lot 74 B Front 970.5
1.03.4
14.9
92
112.0
1.790 i 09-15-05
Lot 74 B Back 970.5
101.1
12.8
90
112.0
1791; 09-15-05
Lot 73 B Front 971.5
106.6
1.3.3
95
112.0
1792; 09-15-05
Lot 73 8 Back 971.5
104.0
10.6
93
112,0
17931 09-15-05
Lot 72 B Front 973.5
108.1
11.3.
97
112.0
17941 09-15-05
Lot 72 B Back 973.5
106.2
9.7
95
112.0
1795 09-15-05
Lot 77 B Front PG
10.8
125.0
93
112.0
17961 09-15-05
Lot 77 B Back ['C
1.06.9
10.7
95
1.12.0
179711 09-15-05
Lot 77 B Center PG
102.6
11.1
92
112.0
'1798 09-16-05
Lot 70 B Back ['G
113.0
11.5
95
119.0
1799, 09-16-05
Lot 70 B Center PG
113.4
9.9
95
119.0
1800 09-16-05
Lot 71 B Back PG
116.3
9.4 i
98
119.0
1801 09-16-05
Lot. 71 Center PC
1.12.8
12,3
95
119.0
1802 09-16-05
Lot 71 B Front PG
116.1
10.2
98
119.0
18031, 09-16-05
Lot 72 B Front PC
111.8
8.7
94
119.0
18041 09-1.6-05
1.ot 72 B Center PG
107.1
10.6
90
112.0
18051 09-16-05
Lot 72 B Back PC
114.0
8.8 ;
96 I
119.0
1806 j . 09-16-05
Lot 73 B Back PC
106.3
1.3.4
95
112.0
.1.807' 09-16-05
Lot 73 13 Center PG
115.9
11.0
97
19.0
1808 I 09-16-05
Lot 73 B Front PG
117.3
12,7
99
11.9.0
1809 09-16-05
Lot 74 B PC
112.6
9.8
95
119,0
1810 09-16-05
Lot 74 B PC
11.2.2
14,0
94
119,0
1811 I 09-16-05
Lot 74 B PC
108,1
11.1
97
112.0
1812 09-16-05
1,ot 75 B PG
107.2
8.4
96
1 112.0
1813 09-16-05
Lot 75 B PG
116.6
10.7
98
119.0
1.814 09-16-05
Lot 75 0PC
116.1.
12.4
98 ;
119,0
1815 09-16-05
Lot 76 B PG
108.3
9.6
97
112.0
1816 09-16-05
Lot 76 B PG
117.7
8.3
99
119.0
1817 09-16-05
Lot 76 B PC
114.4
10.5
96
119.0
1818 09-16-05
I Lot 21 B Front 990
100.8
11.0
90
112.0
1819 09-16-05
Lot 67 B Front PG
109.1.
9.4
92
119.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California -
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
I Date Tested
Location Elevation
Dry Density
In Place
% Moisture
In Place
Relative
Compaction
Maximum
DCn City
1820
09-16-05
Lot 67 B Back PG
108.4
10.1
97 112.0
1.821.
09-16-05
Lot 6713 Center PG
107.0
9.2
96 112.0
1822
09-16-05
Lot 68 B Front PG
111.5
10.9 ,
94 1.1.9.0
1823
09-16-05
Lot 68 B Center PC
113.4
8.8
95 119.0
1824
09-16-05.
Lot 68 B Back PG
110.9
8.5
93 119.0
1825
09-16-05
Lot 69 B Back PG
115.1
13.1
97 119.0
1826
09-16-05
Lot 69 B Center PG
116.3
11.5
98 119.0
1827
09-16-05
Lot 69 B Front PG
113.8
12.6
96 119.0
1828
09-16-05
Lot 70 B Front PG
114.3
10.0
96 119.0
1829
09-16-05
Lot 21 B Back 898.5
102.1
13.4
91 112.0
1830
i 09-1.6-05
Lot 20 13 Front 989
1.05.3
10.6.
94 112.0
1831
09-16-05
Lot 20 B Back 989
I 101.5
11.3
91 1.1.2.0
1.832
09-16-05
Lot 19 6N Front 988.5
1.00.9
9.3
90 112.0
1833
09-16-05
Lot 19,B Back 988.5
101.4
10.7
91 1.12.0
1834
09-16-05
Lot 18 B Front 989
103.3
11.8
1�
1 92 112,0
.1835
09-16-05
Lot 18 B Back 988.5
102.2
14..1
I 91 112.0
1836
09-19-05
Lot 21 B Front 991
103.1
10.0
92 112;0
1837
09-19-05
Lot 21 B Back 991
101.6
9.6
91 i 112.0
1838
09-19-05
Lot 20 B Front 990.5
105.3
11.4
94 1.12.0
'1839
09-19-05
Lot 20 B Back 991
104.4
9.3
93 112.0
1840
09-19-05
Lot 19 B Front 990.5
101.3
12.4
90 112.0
18.41
09-1.9-05
Lot 19 8 Back 990
1.02.7
11.8
92 [ 112.0
1842
09-19-05
Lot 21 B Front 992.5
106.1
1.3.1.
95 I 112.0
1843
09-19-05 I
Lot 21 B Back 992 j
103.3
10.9
92 I 112.0
.1844
09-19-05
Lot 20 8 Front 992
1.04.4
8.8.
.93 1 112.0
1845
09-19-05 1
Lot 20 B Back 992.5
100.8
11.3
90 I 112.0
1846
09-19-05
Lot 19 B Front 992.5
102.0
12.9
91 i 112.0
1847
09-1905 I
I
Lot 19 8 Back 992 ;
104,1
12.5
93 112.0
09-20-05
Lot 21 B Front 993.5
100.5
8.1
i18481
90 112,0
18491
09-20-05 '
Lot 21 B Back 993
94.3
4.2"
84" i 112.0
1850
09-20-05
Lot 20 B Front 993 1
93.6
3.3*
84* 112.0
1851
09-20-05
Lot 20 B Back 993.5
99,1
2.9*
88* 112.0
1852
09-20-05
Lot 19 B Front 994
95.3
4.0*
85* 112.0
1853
09-20-05
Lot 19 B Back 993.5
97.1
3.6*
87* 112.0
1854
09-20-05
Lot 22 B Front 990
101.4
9.1
92 ! 1.1.0.0
1855
09-20-05
Lot 22 B Back 990
101.1
8.3
92 110.0
1856
09-20-05
Lot 23 B Front 986
103.3
10.0
94 1 110.0
1857
09-20-05
Lot 23 B Back 988
102.7
9.6
93 110.0
1.858
09-20-05
Lot 22 B Front 9915
104.1
8.0
95 1 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I I Date Tested Lgc:ation Elevation Dry Density % Moisture Relative Maximum
In Place In Place I CompactionDensity
1859
1860
1861
09-20-05
09-20-05
09-20-05
Lot 22 B Back,
Lot 23 B Front
Lot 23 B Back
1862
09-21-05
Retest #
1863
09-21-05
Retest#
1864
09-21-05
Retest#
1865
09-21-05
Retest #
1866
09-21-05
Retest #
1867
09-21-05
Lot 21 B Front
1868
09-21-05
I Lot 21 B Back
1869
09-21-05
Lot 20 B Front
1.870
09-21-05 �
Lot 20 B Back
18711
09-21-05
Lot 19 B Front
1872
09-21-05
Lot 19 B Back
1873
09-21-05
l,ot 1.7 8 Front
18741
09-21-05
Lot 17 B Back
1875,
09-21-05
T-ot 16 B Front
1876,
09-21-05
Lot 16 B Back
1877!
09-22-05
Lot 30 B Front
1878
09-22-05
Lot 30 B Front
1879.
09-22-05
Lot 30 B Back
1880
09-22-05 I
Lot 30 B Back
18811
09-22-05 i
Lot 31 B Front
1882
09-22-05 I
Lot 31 B Front
1883,
09-22-05
Lot 31 B Back
1884 I
09-22-05
Lot 31 B Back
1885.i
09-22-05 I
I..ot 30 8 Back
1.886
09-22-05
Lot 30 B Back
1887!
09-22-05
Lot 18 B Front
18881
09-22-05
Lot 18 B Back
1889
09-22-05
Lot 17 B Front
1890
09-22-05
Lot 17 B Back
1891
09-22-05
Lot 16 B Front
1892
09-22-05
Lot 16 B Back
1893
1894
1895
1896
09-23-05
09-23-05
09-23-05
09-23-05
Lot 17 Front
Lot 17 Front
Lot 18 Front
Lot 18 Back
991
987.5
989
994.5
995
995
994.5
995
995
989
989.5
989.5
990
993
995
990
992
995
996.5
997 .
'998
994
996
990.5
990
990
99,0.5
990.5
991
989.6
990.0
991.5
995.4
101.6
94.0
94.1
102.6
105.3
104.7
100.8
143.0
95.1
96.5
94.1
97.2
93.1
97.3
103.1
100.6
101.5
102.0
101.4
103.0
104.5
104.1
100.4
106.3
102.7
102.5
105.25
106.8
100.3
101.3
102.5
99.1
99.4.
101.0
99.9
99.2
101.2
99.5
11.3
4.5*
3.3
12.5
14.8
15.7
11.3
9.9
13.3
15.1
12.4
11.8
1.4..7
10.9
8.7
12.1
9.6
13.4
10.3
1.4.1.
13.6
12.2
8.8
11.4
15.6
14.3
1.2.1.
16.3
9.2
10.4
8.7
9.5
8.1
10.7
13.6
1.4.74
12.9
13.1
92 110.0
85* 110.0
86* 110.0
92 112.0
94 112.0
93 112,0
90 I 112.0
92 112.0
93 102.0
95 102.0
92 102.0
95 102.0
91 102.0
95 102.0
94 110.0
91 110.0
92 110.0
93 110.0
91 112.0
92 112.0
93 112.0
93 112.0
90 112.0
95 112.0
92 112.0
92 112.0
94 112.0
95 112.0
91 110.0
92 110.0
93 110.0
90 110.0
90 110.0
92 1.1.0.0
91 110.0
90 110.0
92 110.0
90 110.0
DATE: March 2, 2006.
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No, Date Testedf Location Elevation I Dry Density I % Moisture Relative Maximum
In Place In Place I Comuaction I Density
1897
1898
1899
1900
1901
1902
1903
1904
1905
1906
1907
1908
1909
1910
1911
1912
1913
191.4
1915
1916
1917
1918
1919
1920
1921
1922
1923
1924
1925
1926
1927
1928
1929
1930
1931
1932
1933
1.934
09-23-05
09-23-05
09-23-05
09-23-05
09-23-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-26-05
09-27=05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
09-27-05
Lot 23 Front
Lot 23 Back
Lot 24 Front
Lot 24 Back
Lot 23 Front
Lot 29 B Front
Lot 29 B Front
Lot 28 5 Front
Lot 28 B Front
Lot 29 8 Back
Lot 29 B Back
Lot 28 8 Back
Lot 28 B Back
Lot 25 B Front
Lot 25 8 front
Lot 25 B Back
Lot 25 -B Back
Lot 2613 Front
Lot 26 B Front
Lot 26 B Back
Lot 27 B Front
Lot 27:B Back
Lot 9 B Front
Lot 9 B Front
Lot 9 B Back
Lot 9 B Back
Lot 10 B front
Lot 10 B Front
Lot 10 B Back
Lot 1.0 B Flack
Lot 11 B Front
Lot 11 B Front
Lot 11 B Back
Lot '11 B Back
Lot 12 B Front
Lot 12 B Front
Lot 12 B Back
Lot 12 B Back
996.5
99
989.5
101.7
989.5
99.6
986.5
49.9
989.5
100.4
990.5
1.01.6
992
103.8.
991
104.0
992.5
100.8
990.5
1.00.4
992.5
102.0
990
i 104.3
992
101.2 .
989
101.8
991
1.03.4.
990
105.5
992
102.7
989.5
101.0
991.5
106.3
991
100.4
991.5
103.3
991
102.5
995
101.3
997
100.9
995
102.04
997
102.6
994.5
103.5
996.5
100.3
994.5
99.4
996
104.1
994.5
101.8
996
100.6
994
103.9
996
103.5
994.5
1.00.4
996.5
99.3
994.5
104.4
996
102.7
18.1
13.2
12.1
15.6
15.9
9.9
11.1
8.6
10.7
12.5
10.3
9.5
13.41
16.6
17.1
13.6
14.8
12.6
10.8
16.0
12.9
11.1
8.4
9.1
11.8
10.7
8.1
12.6
11.0
8.9
10.5
13.1
11.4
14.3
10.7
101.1
9.2
12.1
90
92
91
91
91
92
94
95
92
91
93
95
.92
93
92
96
93
92
97
91
94
93
92
92
93
93
94
91
90
95
93
91
94
94
91
90
.95
93
110.0
110.0
1.1.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
.112.0
110.0
110.0
.110.0
110.0
110.0
110.0
11.0.0
110,0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1'10.0
110.0
110.0
110.0
DATE: March 21 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tett No. I Date'I'ested Location Elevation I Dry Density % Moisture Relative I Maximum
In Place In Place Comnaction rk„1;,.,
1935
09-28-05
j Lot B Front
999
1936
09-28-05
I Lot 9 B Back
999
1937
09-28-05
i Lot 10 B Front
998
1938
09-28-05
Lot 10 B Back
998.5
1939
09-28-05
Lot 11 B Front
998
1940
09-28-05
Lot 11 B Back
997.5
1.9.4.1.
09-28-05
Lot 12 B Front
998
1942 1
09-28-05
Lot 12 B Back
998.5
1943:
09-28-05
Lot 25 B Front
993
1944:
09-28-05
Lot 25 B Back
994
1945':
09-28-05
Lot 26 B -Front
993.5
1946'
09-28-05
Lot 26 B Back
993
19471
09-28-05
Lot 27 B Front
993.5
19481
09-28-05
Lot 27 B Back
993
19491
09-28-05
Lot 23 B Front
990.5
1950
09-28-05
Lot 23 B Back
991.5
1951
09-28-05
Lot 24 B Front
98915
1952
09-28-05
Lot 24 B Back
988.5
1953
09-28-05 j
Lot 23 B 'Front
992.5
1954.
09-28-05
Lot 23 B Back
993.5
19551
09-28-05
Lot 2411 Front
991.5
1956
09-28-05 I
Lot 24 B Back
990.5
19571
09-28-05 I
Lot 24 B Front
993.5
1958;
09-28-05
Lot 24 B Back
992.5
1.959
09-29-05
Lot 9 B Front
1000.5
19601
09-29-05
Lot 9 B Back
1000.5
1961
09-29-05
Lot 10 B Front,
.1.000
1962
09-29-05
Lot 10 8 Back
1000
19631
09-29-05 1
Lot 11 B Front
999.5
1964:
09-29-05 I
Lot 11 8 Hack
999
1965 !�
09-29-05
Lot 12 B Front
1000
1966'
09-29-05
Lot 12 B Back
999.5
1967
09-29-05
Lot 13 B Front
995
1968
09-29-05 !
Lot 13 B Back
994.5
1969
1970
1971
1972
1973
10-03-05
Lot 9 B Front
10-13-05
i Lot 9 B Back
10-03-05
Lot 10 B Front
10-03-05
; Lot 10 B Back
10-03-05
; Lot 116 Front
DATE: March 2, 2006
1002.5
1002.5
1002
1001.5
1001
100.2
100.6
104.1
102,0
102.8
105.1
103.3
101.4
104'.3
103.0
100.6
1.01..1.
105.6
102.5
1.02.8
100.5
1.0.4..4.
101.5
106.1
105.6
102.9
104.1
100.5
102.6
105.3
102.6
1.00.3
1.03.1.
101.5
101.8
IOOS
106.6
103.9
99.4
106.1
108.2
104.7
104.3
107.5
8.1.
11.6
10.5
1.4.1.
12.7
1.1.0
9.7
1.2.5
10.6
14.4
12.7
11.1
13.6
15.1
13.8
10.9
13.6
11.3
14.5
12.7
11.8
12.8
10.0
11.9
13.1
15.7
15.4
12.8
16.3
14.0
16.8
13.0
11.7
15.9
11.0
9.8
10.6
10.4
9.5
91
91
95
93
93
96
94
92
95
94
91
92
96
93
93
91
95
92
96
96
94
95
91
93
96
93
91
94
92
93
91
97
94
90
95
97
93
93
96
110.0
110.0.
11.0.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110; 0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
.LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Dcnsity % MoistureRelative Maximum
In Place In Place I Compaction I' Density
1974
10-03-05
Lot 11 B Back
1001.5
103.4
13.1
92
1.10.0
1975
.10-03-05
Lot 13 B Front
996
{ 101.8
12.3
91
112.0
1976
10-03-05
Lot 13 B Back
996
� 103.9
11.2
93
112.0
1977
10-03-05
Lot 23 B Front
994.5
1.00.3
8.8
91
110.0
1.978
10-03-05
Lot 23 B Back
995.5
{ 102.7
11.5
93
110.0
1979
10-03-05
Lot 24 B Front
995.5
103.8
13.7
94
110.0
1980
10-03-05
Lot 24 B Back
994.5
i 100.4
12.6
91
110.0
1981
10-03-05
Lot 25 B Front
995
99.5
14.1
90
110.0
1982
10-03-05
Lot 25 B Back
996
104.4
10.2
95
110.0
1983
10-04-05
Lot 3 A Back
993
104.3
17.1
95
110.0
1984.
10-04-05
Lot 3 A Back
994.5
100.4
12.6
91 1
110.0
19851
1.0-04-05
Lot 4 A Back
993
96.1
21.3*
87* 1
110.0
1986
10-04-05
Lot 4 A Back
995
98.4
15.1
89*
110.0
19871
10-04-05
Lot 5 A Back
995
98.1
20.6;
88* I
110.0
1988!
10-04-05
Lot 5 A Back
996
101.3
14.4
92 1
110.0
19891
10-0.4-05
Lot 6 A Back
993.5
101.6
9.1
92 �
110.0
1.990
10-04-05
Lot 6 A Back
995.5
102.9
13.4
94 i
110.0
1991
10-04-05
Lot 17 B Front
991.5
103.6
1.0.5
94.
1.1.0.0
1992
10-04-05
Lot 17 B Back
992
103.8
12.7
94
110.0
19931
10-04-05
Lot 16 B Front
992.5
19.5*
87*
110.0
19941
10-04-05
Lot 16 B Back
993
101.3
13.3
92 i
110.0
1995
10-04-05
Lot 15 8 Front
990
100.4
11.2
91
110.0
19961
10-04-05
Lot 15 B Back
990
104.1 1
12.3 I
95 !
110.0
1997
10-05-05
Lot 3 A Back
996
96.1 I
23.4
87* 1
110.0
1998
10-05-05
Lot 3 A Back
997
97,4
17.8
84*
110.0
1999
10-05-05
Retest # 1985
100,2 I
20.1
91 1
110.0
2000
10-05-05
Retest # 1986
102.3 !
12.9
93
110.0
2001
10-05-05
Retest # 1987
,
95.2
20.7"'
87-
110.0
2002i
10-05-05
Lot 5 A Back
996 i
96.9 1
13.5 1
88*
110.0
2003
10-05-05
I Lot 6 A Back
996.5 1
102.4
15.2 ;
93
110.0
2004
10-05-05
; Lot 6 A Back
997.5
; 103.5
14.3 1
94
110.0
2005
10-05-05
Lot 6 A Front
994
101.1
10.6
92
110.0
2006
10.05-05
I Lot 6 A Front
996
104.5
-9.3 1
95
110.0
2007
10-05-05
Lot 7 A Front
994
100.8
11.4
92
110.0
2008
10-05-05
Lot 7 A Front
996
96.2
9.3
87*
11.0.0
20091
10-05-05
Lot 3 A Front
994
104.4
14.4
95
110.0
20101
10-05-05
Lot 3 A Front
996
1.03.8
13.0
94 ;
110.0
2011
10-05-05
Lot 4 A Front
993.5
102.7
15.3
93 ;
110.0
2012
10-05-05
Lot 4 A Front
995.5
98.1
11.6
89* J
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-.120
Test No.I Date Tested I Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place Compaction Dengih,
2013
10-05-05
Lot 5 A Front
994.5
104.4
14.8
2014
10-05-05
Lot 5 A Front
996.5
101.0
12.3
2015
10-06-05
Rctest 9 1997
101.8
10.3
2016
10-06-05
Retest # 1998
108.3
14.6
2017
10-06-05
Lot 4 A Back
996.5
101.4
15.1
2018
10-06-05
Lot 4 A Back
998.5
102.8
14.0
2019
10-06-05
Retest # 2001
99.5
16.1
2020
10-06-05Retest
# 2002
100.3
14.3
2021
10-06-05
Lot 6 A Back
998.5
103.1
10.4
2022
10-06-05
Lot 6 A Back
1000
102.0
11,6
2023
10-06-05
Lot 7 A Back
996
104.4
13.1
2024
10-06-05
Lot 7 A Back
998
101,7
9.6
2025
10-06-05
Retest # 2012
106.9
8.8
2026
10-06-05
Lot 4 A Front
997.5
103.7
12.6
2027
10-06-05
Lot 5 A Front
997.5
103.5
11.3
2028
10-06-05
Lot 5 A Front •
998
100.1
15.4
2029
10-06-05
! Lot'6 A Front
9975
105.2
10.7
2030
10-06-05
Lot 6 A Front
999
101.6
14.4
2031
10-06-05
i Retest # 2008
99.6
13.3
2032
1.0-06-05
Lot 7 A front
998
100.8
16.0
2033
10-07-05
Lot 3 A Back
999
101.3
8.6
2034
10-07-05
Lot 3 A Back
1001
102.4
11.5
I
2035
10-07-05
` Lot 4 A Back
1000
99.3
10.0
2036
10-07-05
Lot 4 A Back
10011.5 I
99.2
91
2037
10-07-05
i Lot 5 A Back
998
103.6
8.9
2038
10-07-05
( Lot 5 A Back
1000
102.8
10.7
20391
10-07-05 i
Lot 6 A Back
1001.5 I
102.5
12.8
2040
10-07-05
Lot 6 A Back
1003
104.1
1110
2041
10-07-05 •
Lot 7 A Back
1.000
100.6
9,9
2042
10-07-05
Lot 7 A [lack
1002
103.4:
13.0
2043
10-07-05
Lot 4 A Front
999.5
106.5
8.4
2044
10-07-05
Lot 4 A Front
1001
104.0
12.5
2045.
10-07-05
Lot 5 A Front
1000 I
104.8
11.3
2046
10-07-05
Lot 5 A Front
1001.5
101.5
13.4
2047
1.0-07-05
Lot 6 A Front
1000.5
102.6
9.7
2048
10-07-05
Lot 6 A Front
1002
100.2
9,5
2049
1.0-07-05
Lot 7 A Front
1000 I
102.4
11.1
2050
10-07-05
Lot 7 A Front
1001.5 I
99.6
10.3
DATE: March 2, 2006
95 110.0
92 110.0
93** 110.0
98** 110.0
92 110.0
93 110.0
90** 1 110.0
911t* i 110.0
94 110.0
93 110.0
95 110.0
92 110.0
97** 110.0
94 110.0
94 11.0.0
91 110.0
96 10.0
92 110.0
91** 110.0
92 110.0
92 110.0
93 110.0
90 I 110.0
90 1.1.0.0
94 110.0
93 110.0
93 110.0
95 1.10.0
91 110.0
94 110.0
97 110.0
95 110.0
95 110.0
92 110.0
93 110.0
91 110.0
93 110,0
91 11.0.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 5224810
LOCATION: La Quinta, California. REPORT NO; 06-02-120
Test No. Date Tested Location Elevation ' Dry Dcnsity I % MoistureRelative Maximum
In Place In Place I I Compaction Drnaity
2051
10-10-05
2052
10-10-05
2053
10-10-05
2054
10-10-05
2055 I
10-10-05
2056
10-10-05
2057
10-10-05
2058
10-11-05
2059
10-11-05
20601
10-11-05
20611
10-11-05
20621
10-11-05
2063
10-11-05
2064!
10-11-05
2065:
10-11-05
20661
10-11-05
2067E
10-11-05
2%8'
10-11-05
2069'
10-11-05
2070'
10-11-05
20711
10-11-05
2072
10-11-05
2073,
10-11-05
2074
10-11-05
2075
10-11-05
13.5
1002.5
20761
10-11-05
2077!
10-11-05
20781
1.0-12-05
2079:
10-12-05
2080
10-12-05
20811
10-12-05
2082'.
10-12-05
2083
10-12-05
20841
10-12-05
2085
10-12-05
2086i 10-13-052
20871 10-13-05
2088 10-13-05
DA'Z'E: March 2, 2006
Lot A Back
Lot A Back
Lot5 A Back
Lot 117,B Front
Lot 117 B Back
Lot 11.8 8 Front
Lot 118 B Back
Lot 3 A Back
Lot 4 A Back
Lot 5 A Back
Lot 4 A Front
Lot 3 A Front
Lot A Back
Lot? A Back
Lot A Front
Lot 6 A Front
Lot 7 A Front
Lot 3 A Front
Lot 4 A Front
Lot 5 A Front
Lot A Front
Lot 7 A Front
Lot 3 A Back
Lot 4 A Back
Lot 5 A Back
Lot 6 A Back
Lot 7 A ,Back
Parking Lot
Parking'T.ot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Parking Lot
Lot A
Lot B
Lot C
1002
104.5
11.9
1002.5
1.01..6
14.8
1001.5
101.8
15.3
974
92.3
17.1*
974
93.4
18.9*
973.5
91.8
20.4*
973
i 95.0
21.3*
1004
115.9
12.0
1004.5
103.8
13.1
1005
101.4
14.6
1004.5
100.1
11.8
1004
106.0
11.4
1005.2
109.7
8.8
1004.5
104.1
12.9
1005
105.3
10.6
1005.5
j 103.4
14.1
1004.5
j' 103.8
13.5
1002.5
I 105.4 ,
13.5
1003
102.6 '
11.8
1003
106.3
14.1
1004
100.2
12.0
1003
99.4
10.7
1002.5
103.5
12.8
1003.5
101.4
15.6
1002
104.0
11.1
1004
101.8
9.9
1003
102.5
13.3
988
1.07..3
9.1
988 I
103.6
8.2
989
99.3
10.3
988.5
105.4
13.1
990 j
102.0
11.8
990
101.3
12.9
991
104.1
10.7
990.5
102.8
13.5
982.5
102,1
11,4
983
105A
10.0
985 ,
100.3
13.5
95
110.0
92
110.0
93
110.0
84*
j 110.0
85"'
110.0
83*
110.0
86*
110.0
97
119.0
94
110.0
92
110.0
91
1.1.0.0
96 I
110.0
92
119.0
95
1.1.0.0
96
110.0
94
110.0
94
.110.0
96-
110.0
93
110.0
97
110.0
91
11.0.0
90
110.0
94
110.0
92 I
110.0
95 1
110.0
93
110.0
93 I
110.0
92
1 110.0
94
I 100.0
90
110.0
96
110.0
93
110.0
92
1.10.0
95
110.0
93
110.0
93
1.10.0
96
110.0
91
110.0
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No, I Date Tested I Location
2089
2090
2091
2092
2093
2094
2095
209
209'
209
209,
2101
210
21.0:
210.
210,
2101,
2106
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
1.0-13-05
10-13-05
1.0-13-05
10-13-05
1.0-13-05
10-13-05
10-13-05
10-14-05
1014-05
10-14-05
10-14-05
10-14-05
10-14-05
10-14-05
10-14-05
10-14-05
10-14-05
1.0-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-24-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
Lot D
Lot E
Lot F
Lot G
Lot H
Lot
Lot J
Lot A
Lot B
Lot C
Lot D
Lot E
Lot F
Lot G
Lot H
Lot I
Lott
Lot 8 A Front
Lot A Front
Lot 9 A Front'
Lot 9 A Front
Lot 10 A Front
Lot 10 A Front
Lot 1.1. A Front
Lot 11 A Front
Lot 8 A Back.
Lot 8 A Back
Lot 9 A Back
Lot 9 A Back
Lot 10 A Back
Lot11 A Back
Lot 17 B Front
Lot 17 B Front
Lot 18 B Front
Lot 18 B Front
Lot 19 B Front
Lot 20 B Front
Lot 20 B Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry DensityI % Moisture I Relative Maximum
In Place In Place Compaction I Density
985.5
985
987
987.5
987`
988
988.5
987
987.5
989.5
990
989.5
991.5
991
989.5
991
992
1000.5
1002.5
1003
1005
1002.5
1004.5
1005
1006
1002.5
1004.5
1.004
1005.5
1006
1006.5
993.5
995.5
993.5
995.5
997
997
999
106.1
103.5
101.6
101.2
104.3
107.1
103.1
101.1
101.6
103.9
102.8
99.3
104..5
100.8
104.1
103.9
102.5
102.9
105.8
103.5
1.01..4
100.8
1.0.4.7
99.5
103.0
106.1
105.3
101.9
103.4
103.9
101.3
104.5
102.6
100.3
101.6
105.4
101.8
101.3
9.6
8.9
12A
12.9
14.1
8.9
10.2
9.3
1 J..8
12.4
1.0.2
9.6
11.2
1.3.8
11.0
10.7
12.4
13.2
11.0
14.5
12.6
10.7
10.4
14.1
12.7
11.0
15.1
13.4
10.5
10.7
1.2.1.
9.9
11.4
8.6
10.0
102.8
11.1
8.7
96
94
92
92
95
97
94
92
92
94
93
90
95
92
95
94
93
94
96
94
92
92
95
90
94
96
96
93
94
94
92
95
93
91
92
96
93
92
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
t
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Datc TestcdLocation Elevation Dry Density % Moisture Relative Maximwn
I
In Mace I In Place I Comuaction I riensity
2127 10-26-05
Lot 21 B Front 998.5
106.6
13..4
97
110.0
2128 10-26-05
Lot 21 B Front 1000
103.9
13.0
94
110.0
2129 10-26-05
Lot 22 B Front 993.5
100.6
10.1
91.
110.0
2130 10-26-05
Lot 22 a Front 995.5
102.2
14.3
93
110.0
2131 10-26-05
Lot 23 B Front 996.5
102.9
12.6
96
110.0
2132 10-26-05
Lot 23 B Front 998.5
1 105.3
11.8
96
110.0
2133 10-26-05
Lot 22 B Front 997.5
103.0
13.2
94
110.0
2134 10-26-05
Lot 22 B Front 999
' 106.1
1.0.7
96
1.10.0
2135 10-26-205
Sales Center 989.5
103.9
12.5
94
110.0
2136 10-26-05
Sales Center 989.5
101.1
10.6
92
1.1.0.0
2137 10-27-05
Lot 17 B Back 994
102.2
8.8 .
93
110.0
2138 10-27-05
Lot 17 B Back 996
I 1.00.4
10.9
91.
110.0
2139 10-27-05
Lot 18 B Back 997.5
104.1
1 11.6
95
110.0
2140 10-27-05
Lot 19 B Back 997
I 103.0
i 9.3
94
110.0
2141 10-27-05
Lot 20 B Back 996.5
106.1
13.2
96
110.0
2142 10-27-05
Lot 20. B Back 998
I 104.5
1 12.1
95
110.0
2143 10-27-05
Lot 2113 E3ack 997
101.1
1 14.0
92
110.0
21.44 10-27-05
Lot 21 B Back 999
100.3
I 11.4
91
110.0
2145 j 10-27-05
Lot 22 B Back 993
105.1
I 13.2
96
110.0
2146' 10-27-05
Lot 22 B Back 995
102.8
13.2
93
1.10.0
2147 i 10-27-05
Uot 2213 Hack 997
101.5
10.3
92
110.0
2i481 10-27-05
Lot 22 B Back 999
101.9
14.1
93
110.0
2149'1 10-27-05
Cate House 992
I
99.1
7.1
90
110.0
2150: 10-27-05
Gate House 994
I
100.6 I
8.3
91
110.0
2151' 10-28-05
Lot 1 A Front 996
101.6 I
13.1
92
110.0
2152' 10-28-05
; Lot 1 A Front 998
101.9
11.5
93
110.0
2153: 10-28-05
Lot 2 A Front 998
I
1.0.4.7 i
14.3
95
11.0.0
2154!: 10-28-05
Lot 2 A Front 1000
102.8 1
12.6
93
110.0
2155' 10-28-05
Lot'l A Front 1000.
103.4
12.1
94
110.0
2156 10-28-05
Lot 1 A Front 1002
100.2
15.1.
91
110.0
21,57110-28-05
Lot 2 A Front 1002
105.3
13.0
96
110.0
2158, 1.0-28-05
Lot 2 A Front 1003.5
101.2 ;
11.6
92
110.0
2159' 10-28-05
Lot 2 A Back 1003.5
103.1
10.7
94
110.0
21601 10-28-05
Lot 11 A Front PG
107.2,
9.6
97 j
110.0
2161 1.0-28-05
? Lot 11 A Back PG
103.8
11.1
94
110.0
2162 10-28-05
Lot 11 A Center PG j
104.3
10.8
95 i
110.0
2163 10-28-05
Lot 10 A Front PG
101.5
12.6
92
110.0
2164 10-28-05
Lot 10 A Back PG
100.1
8.7 I
91
1.1.0.0
2165 10-28-05
Lot 10 A Center PG
102.6
11.0
93
110.0
2166; 10-28-05
Lot 9 A Front PG
105.4
9.3 j
96
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Tested 1 Location Elevation Dry Density %Moisture Relative Maximum
.1 ___ i I In Place I In Place I Compaction I Densitv
2167
21.68
2169
21701
21711
21721
21731'
2174,
2175
21761
2177
2178
2179
2180
2181
2182
2183
2184
2185
2186
2187
2188
2189
2190
2191
21921
2193
2194
2195
21961
2197
2198
2199'
22001
2201
10-28-05
1.0-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01.-05
11-01-05
11-01-05
11-01-05
11-01-05
22021'
11-02-05
2203
11-02-05
2204
11-02-05
2205
11-02-05
DATE: March 2, 2006
Lot 9 A Back
Lot 9 A Center
Lot A Front
Lot A Back
Lot 7 A'Front
Lot.7 A Back
Lot A Front
Lot 6 A Back
Lot 6 A Center
Lot A Front
Lot 5 A Back
I..ot 4 A Front
Lot 4 A Back
Lot 4 A Center
Lot 3 A Front
Lot 3 A Back
Lot 2 A Front
Lot 2 A Back
Lot 1 A Front
Lott A Back
Lot 10 B Back
Lot 10 B Front
Lot 13 B Front
Lot 13 B Back
Lot 14 B Front
Lot 14 8 Back
Lot 1.5 B Front
Lot 15 B Front
Lot 15 B Back
Lot 15 B Back
Retest #
Lot 16 B Front
Lot 16 B Back
1,ot 15 B Front
Lot 15 B Back
Lot 23 B Back
Lot 23 B Back
Lot 24 B Front
Lot 24 B Front
PC
PC
PCS
PC
PC,
PC
PC
PC
PC
PG
PC
PC
PC
PC
PC
PC
PC,
PC
PC
1003
1002
998
998
997
997
992
994
992
994
994..5
995
996
996
997.5
999.5
997.5
999.5
103.7
11.0
94
106.6
9.2
97
102.4
12.5
93'
102.7
13.0
93
104.7
13.1
95
108.1
11.0
98
106.3
11.4
97
103.4
14.1
94
105.3
10.9
96
100.9
14.5
92
102.6
12.0
93
104.4
9.8
95
107.1
11..0
97
105.4
12.6
96
103.2
8.8
94
1.03.5
10,4
94
106.6
11.8
97
1.02.4
12.4
93
99.3
9"90
100.7
9.6
1 92
1.04.0
9.3
95
102.0
10.7 I
93
100.4
11.6
91
103.3
13.1
94.
105.1
9.8
96
101.4
11.0
92
100.1
10.7
91
100.6
10.2
91
103.7
'12.6
94
104.8
10.1
95
99.3
8.7
90
102.5
12.3
95
105.6
13.4
96
103.4
10.8
94
106.8
9.5
97
104.9
1.1..8
95
102.6
10.1
93
106.7
13.4
97
103.5
9.6
94
1.1.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
11.0.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
Sladden Engineering.
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. hate Tested Location Elevation Dry .Density % Moisture Impaction Relative I Maximum
In Place In Place CoDcnsitv
2206
11-02-05
Lot 24 B Back
996.5
100.3
2207
11-02-05
Lot 29 B Back
998.5
104.1
2208
11-02-05
Lot 25 8 Front
997
101.1
2209 .
11-02-05
Lot 25 B Front
999
101.4
2210
11-02-05
Lot 25 B Back
998
1.0.4.4
2211
11-02-05
Lot 25 B Back
1000
' 103.6
2212
11-02-05
I Lot 26 B Front
995.5
1 106.0
2213
11-02-05
; Lot 26 B Front
997.5 '
102.5
2214
11-02-05
1 Lot 26 B Back
995 I
101.8
2215.
11-02-05
Lot 26 8 Back
997
103.7
2216
11-03-05
Lot 9 B Front
PG
105.1
2217
11-03-05
Lot 9 B Back
PG
102.8
2218
11-03-05
Lot 10 B Front
PG
102.5
22191
11-03-05
; Lot 10 B Back
PG
104.0
2220
11-03-05
Lot 11 B Front
PG
1.00.5
2221
11-03-05
Lot 11 B Back
PG
100.8
2222
11-03-05
Lot 12 B Front
PG
103.1
2223
1.1-03-05
Lot 1213 Back
PG
105.7
22241
11-03-05
Lot 13 B Front
PG
106.9
2225 i
11-03-05
Lot 13 B Back
PC
104.4
22261
11-03-05
i Lot 14.13 Front
PG i
101.7
2227
11-03-05
i Lot 14 B Back
PC j
1.02.1
2228;
11-03-05
Lot 1.5 6 Front
PG
105.5
22291
11-03-05
I Lot 15 B Back
PC
103.3
2230;
11-03-05
Lot 1.6 5 Front
PG
107.1
2231
11-03-05
I Lot 16 B Back
PG I
104.2
i
22321
11-04-05
Lot 17 B Front
997.5 !
103.6
22331
11-04-05
Lot 17 B Back
998
105.4
2234
11-04-05
Lot 18 B Front
997.5
101.0
2235
11-04-05
Lot 18 B Back
998
100.6
2236
11-04-05
Lot 19 B Front
999
104.3
22371
1.1.-04.05
Lot 19 B Back
999
104.1
2238
11-04-05
Lot 20 B Back
1.000
1.02.8
2239
11-04-05
Lot 21 B Front
1001.5
107.3
2240
11-04-05
Lot 21 B Back
1001
1.05.0
2241
11-04-05
Lot 22 B Front
1001
103.3
2242
11-04-05
Lot 22 B Back
1001
104.6
22431 11-07-05 1 Lot 17 B Front PC 1 103.3
DATE: March 2, 2006
i
r
i
11.1 91
10.0 95
12.4 92
14.1 92
9.7 95
8.8 94
11.4 96
9.9 93
12.9 93
13.4 94
9.5 96
11..0 93
10.4 93
12.3 95
11.1 91
9.3 92
12.8 94
12.1 96
9.7 97
9.2 95
1.0.0 93
10.5 93
12.6 96
13.1 94q
8.8 97
10.7 95
10.1 94
11.5 96
12.5 92
9.8 91
14.6 95
12.9 95
13.6 93
11.4 98
11.9 95
15.1 94
13.0 95
9.0 1 94
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
1'10.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
1.1.0.0
110.0
110.0
110.0
SIadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LAXATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation DryDensity % Moisture Relative I Maximum
In Place In Place Comnaction Density
2244
11-07-05
2245
11-07-05
2246
11-07-05
2247
11.-07-05
2248
11-07-05
2249
11-07-05
2250
11-07-05
2251
11-07-05
2252
11-07-05
2253
11-07-05
2254
11-07-05
2255
11-08-05
2256
11-08-05
2257
11-08-05
2258
11-08-05
2259
11-08-05
2260
2261
2262
2263
2264
2265
2266
2267
2268
2269
2270
2271
2272
2273
2274
2275
2276
2277
2278
2279
2280
2281
DATE:
11,09-05
11-09-05
11-09-05
11-09-05
1.1-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
1.1-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
1.1.-09-05
11-09-05
11.09-05
11-09-05
11-10-05
March 2, 2(C
Lot 1.7 B Back
Lot 17 B Center
Lot 18 B Front
Lot 18 B Back
Lot 18 B Center
Lot 1913 Front
Lot 19 B Back
Lot 1.9 8 Center
Lot 20 B Front
Lot 20 B Back
Lot 20 B Center
Lot 118 B
Lot 119 B
Lot 120 B
Lot 121 B
Lot 122 B
Lot 25 B
Lot 25 B
Lot 25 B
Lot 26 B
Lot 26 B
Lot 26 B
Lot 27 B
Lot 27 B
Lot 27 B
Lot 21 B
Lot 21 B
Lot 21 B
Lot 22 B
Lot 22 B
Lot 22 B
Lot 23 B
Lot 23 B
Lot 23 B
Lot 24 B
Lot 24 B
Lot 24 B
Lot 117 B
PG
PG
PC
PG
PG
PG
PG
PG
PG
PG
PG
3.0 BPG
3.6 BPG
3.0 BPC
3.0 BPG
3.0 BPG
101.4
104.6
100.5
102.8
104.9
106.1
103.5
105.3
101.8
101.4
104.0
110.2
1.10.2
104.3
104.9
101..8
PG I 106.5
PG 99.9
PG 104.4
PG j 106.8
PG ! 101.2
PG 102.7
PG 101.8
PG 103.2
PG 104.1
PG 99.6
PG 99.9
PG 108.5
PG 99.0
PG 107.5
PG 103.8
PG 101.0
PG 104.6
PG 104.6
PG 101.0
PC 103.7
PG 100.5
PG 1.03.4
8.1
11.5
7.9
10.7
9.3
11.4
8.8
12.4
11.0
9.9
10.7
8.4
12.5
14.7
14.7
11.8
13.2
7.1
6.8
12.2
5.0
7.0
7.9
9.2
11.6
11.1
1.1.6
9.5
5.9
8.4
15.1
9.6
5.7
10.4
9.9
12.8
10.4
Vp)
92'
95
91.
93
95
96
94
96
93
92
95
98
98
93
94
91
97
91
95
97
92
93
92
94
95
91
.91
99
90
98
94
92
95
95
92
94
91
94
110.0
110.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
• 110.0
110.0
110.0
112.0
112.0
112.0
►. 112.0
1 112.0
110.0
110.0
1'10.0
110.0
110.0
110.0
'11.0.0
110.0
11.0,0
1.10.0
110.0
110.0
110.0
110.0
110.0
1.1.0.0
710.0
110.0
110.0
110.0
110.0
1 110.0
Sladden ,'ngeneering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, Califomia REPORT NO: 06-02-120
Test No. Date Tested Location ElevationI Dry Density % Moisture Relative I Maximum
In Place In Place Comz)action Density
2282
11-10-05
Lot 117 B
PG
105.3
11.8
96
110,0
2283
11-10-05
Lot 118 8
PC
108.8
9,8
99
110.0
2284
1.1.-1.0-05 i
Lot 118 B
I'G
103.4
9.6
93
1.1.0.0
2285 I
11-10-05
Lot 1.1.9 13
PC
105.3
10.2
96
110.0
2286
11-10-05
Lot 119 B
PG
109.1
11.7
99
110.0
2287
11-10-05
Lot 4.0 8
PC
108.3
9.8
98
110.0
2288
11-10-05
Lot 40 B
PG
109.1
11.5
99
110.0
2289
11-10-05
Lot 11813
1.0 BPG
99.9
12.2
91
110.0
2290
11-10-05
Lot 119 B
1,0 BPG
100.6
11.9
92
110.0
2291
11-10-05
Lot 120 8
1.0 BPC
1.00.0
12,6
91
110.0
2292
11-10-05'
Lot 121 B
1,0 BPG
99.8
14.4
91
110.0
22931
11-10-05
Lot 1.22 8
1.0 BPC
102.0
1.1..4
93
110.0
2.294 1
11-10-05
Lot 29 B
PG
109.2
I 9.5
99
110.0
2295;
11-10-05
Lot 29 B
PC
107.9
1 7.7
98
110.0
2296
11-10-05
Lot 29 0
PC
108.2
13.1.
99
11010
2297
11-10-05 1
L6t 28 B
PC
108.9
14.6
99
110.0
2298
11-10-05 i
Lot 28 B
PC
108,9
8.3
99
110.0
2299
11-10-05
Lot 28B
PC
I 109.1
11.4
99
110.0
2300
11-10-05
Lot 30 B
PC
1 105.0
15.1
95
110.0
2301
I1-10-05
Lot 30 B
PC
1.0.4.0
15,2
i� 95
110.0
23021
11-10-05
Lot 30 B
PG
105.9
14.2
I 96
110.0
2303
11-14-05
1,ot 31 B
PC
108.5
7.5
99
1 110.0
2304:
11-14-05
Lot 31 B
PG
108.0
6.2
I 98
110.0
23051
11-14-05
Lot 32 B
PG
108.8
7.1
99
I 110.0
23061
1.1-14-05-
Lot 32 B
PG
104.5
7.4
95
110.0
23071
11-14-05 1
Lot 36 B
PC
107.5 I
11..7
98
110.0
23081:
11-14-05 !
Lot 36 B
PC
100.4
6.4
91
110.0
23091
11-14-05
Lot 35 B
PC
102.5
j 11.2
I 93
110.0
23101
11.-1.4-05 i
Lot 35 B
PG
103.3
15.1
94
i 1.10.0
2311.
11-15-05
Lot 39 B
PG
109.0
8.1
99
2312
11-15-05
Lot 39 8
PC
108.7
6,0
99
110.0
2313
11-15-05
Lot 38 B
PC
103.1
15.1.
94
110.0
2314 1
11715-05
Loft 38 8
PC
108.6
9.5
99
110.0
23151
11-15-05
Lot 37 B
PG
108.4
11.9
98
110.0
23161
11-15-05
Lot 37 B
PG
104.7
7.3
I 95
110.0
2317
11-15-05
Lot 33 B
PC
108.2
7.5
98
110.0
2318
11-15-05 J
Lot 33 B
PG
101.7
10.8
93
1.1.0.0
2319
11-15-05
Lot 34 B
I
PG
103.1
8.3
94
110.0
2320
11-15-05
Lot 34 B
100.1
61
92
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
t.
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tcst No. Date Tested Location Elevation I Dry Density I % Moi;cturc Relative Maximum
In Place j In Place Comnertion I Demiry
2321
2322
2323
2324
2325
2326
2327
2328
2329
2330
2331
2332
11-17-05
11-17-05
11-17-05
1.1-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
Lot 120 B
Lot 120 B
Lot 121 B
Lot 121 B
Lot 122 B
Lot 122 B
1;ot 82 8
Lot 82 B
Lot 8'1 a
Lot 81 B
Lot 8013
Lot 80 B
2333
11-21-05
Lot 43 B
2334
11-21-05
Lot 43 B
2335
11-21.-05
Lot 4213
2336
11-21-05
Lot 42 B
2337
11-21-05
Lot 416
2338
11-21-05
Lot 41 8
2339.
11-21-05
Lot 48 B
2340:
11.-21-05
Lot 48 B
2341;'
11-21-05
Lot 47 B
2342:
11-21-05
Lot 47 B
23431
1.1-21-05 i
Lot 46 B
23441
11-21-05 j
Lot 46 B
2345
11-21.-05 '
Lot 45 B
2346
11-21-05
Lot 45 B
2347
11-21-05
Lot 44 B
2348
11-21-05
Lot 44 B
PG
106.8
13.1
23491
11-28-05
Lot 63 B
2350
1.1-28-05
Lot 63 B
2351:1
01.-04-06
Sales Office
2352
01-04-06
Sales Office
2353
01-04-06
Sales Office
2354
01-04-06
Sales Office
PG 1
109.1.
6.1
2355
01-04-06
Sales Office
DATE: March 2, 2006
PC
109.1
9.9
PG
103.5
16.5
PC
105.2
11.1
PG
109.0
1.3.7
PC
105.1
11.4
PG
106.7
13.3
PC
103.1
8.9
PG
108.1
8.9
PG
104.4
13.6
PG
105.9
12.8
PG
103.1
11.9
PG
99.9
10.6
PG
1.09.1
11.4
11C;
1.08.1
13.1
PG
109.1
12.4
PG
i 1.08.9
11.9
PG
106.8
13.1
PC
109.1
11.6
PG
1.07.3
� 7.4
PG
108.7
7.0
PC
106.7
6.1
PG
105.9
7.1
PC.
108.8
6.5
PG 1
109.1.
6.1
PC ;
108.7
7.1
PC
107.7
6.5
PC
107.8
10.2
PG
106.7
9.4
PC
107.9
10.2
PG
106.2 j
10.4
5.0 BSC
101.9
9.7
4.0 BSG
99.9
8.3
2.0 8SG
99.8
9.6
5.0 BSC
98.1
10.6
3.0 BSG
99.9
15.4
99
110.0
94
110.0
96
110.0
99
110.0
96
110.0
97
110.0
94
110.0
94
110.0
95
110.0
'96
110.0
94
110.0
91
110,0
99
110,0
98
110.0
99
110.0
99
110.0
97
110.0
99
11.0.0
97
110,0
99
110.0
97
110.0
96
.110.0
99
110.0
99
110.0
99
110.0
98
1.1.0.0
98
110.0
97
110.0.
98
110.0
97.
110.0
93
109.0
92
109.0
92
109.0
90
109.0
92
109.0
Sladden Engineering
m
GEOTECHNICAL INVESTIGATION
PROPOSED MADISON CLUB
GOLF CLUB AND RESIDENTIAL DEVELOPMENT
NEC AVENUE 54 AND MADISON STREET
LA QUINTA, CALIFORNIA
-Prepared By-
Sladden Engineering
39-725 Garand Lane, Suite G
Palm Desert, California 92211
(760)772-3893
CITY OF LA QUINTA
BUILDING & SAFETY DEPT,
APPROVED
FOR CONSTRUCTION
DATEJ&gy
f
f
m
GEOTECHNICAL INVESTIGATION
PROPOSED MADISON CLUB
GOLF CLUB AND RESIDENTIAL DEVELOPMENT
NEC AVENUE 54 AND MADISON STREET
LA QUINTA, CALIFORNIA
-Prepared By-
Sladden Engineering
39-725 Garand Lane, Suite G
Palm Desert, California 92211
(760)772-3893
CITY OF LA QUINTA
BUILDING & SAFETY DEPT,
APPROVED
FOR CONSTRUCTION
DATEJ&gy
(W
Sladde�n
Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
January 28, 2005
East of Madison, LLC
81-100 Avenue 53
La Quinta, California 92253
Attention: Mr, John Gamlin
Project: Madison Club
Tentative Tract Map 33076
NEC Avenue 54 and. Madison Street
La Quinta, California
Subject: Geotechnical Investigation
Project No. 544-4810
05-01-101
Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the
proposed golf club and residential development to be located on the northeast comer of Avenue 54 and
Madison Street in the City of La Quinta, California, The investigation was performed in order to provide
recommendations for site preparation and to assist in foundation design for the proposed residential
structures and the related site improvements.
This report presents the results of our field investigation and laboratory testing along with conclusions
and recommendations for foundation design and site preparation. This report completes our original
scope of services as outlined within our proposal dated December 13, 2004.
We appreciate the opportunity to provide service to you on this project. if you have any questions
regarding this report, please contact the undersigned
Respectfully submitted,
SLADDE ENGINEERING
Brett L. Anderson
Principal Engineer
SER/pc
Copies: 6/East of Madison, LLC
LU IVO' C �P. 8 30/06 x
�F �ml
GEOTECHNICAL INVESTIGATION
PROPOSED MADISON CLUB
NEC AVENUE 54 & MADISON STREET
LA QUINTA, CALIFORNIA
January 28, 2005
TABLE OF CONTENTS
INTRODUCTION............................................................................................................................ 1.
SCOPEOF WORK ....................................................
............................................................................ 1
PROJECTDESCRIPTION................................................................................... .......................... 1
GEOLOGYAND SEISMICITY.......................................................................................................... 2
SUBSURFACECONDITIONS......................................................................................................... 3
LIQUEFACTION......_.......................................................................................................................3
CONCLUSIONS AND RECOMMENDATIONS............................................................................ 3
FoundationDesign ........................................................................................................................ 4
Settlements........._...... ........................................................................................................ 5
LateralDesign.... _......................................................................................................................... 5
RetainingWalls.._ ............................................... I .......................................................... ................ 5
ExpansiveSoil .... _........................................................................................................................ 5
ConcreteSlabs-or--Grade............................................................................................................. 5
SolubleSulfates.._..............................................................................:................:....................... 6
TentativePavement Design.......................................................................................................... 6
Shrinkageand Subsidence..................................................................................................... 6
GeneralSite Grading............................................................... .......................................................... 6
1. Site Clearir.g...................................................................................................................... 6
•2. Preparation of Building and Foundation Areas ...................
3. Placement •:)f Compacted Fill...................................................................................... 7
4. Preparation of Slab and Pavement Areas........................................................................... 7
5. Testing and Inspection..................................................................................................... 7
GENERAL.................................................................................................................................. 8
REFERENCES.................................................................................................................................... 9
APPENDIX A - %te Plan and Boring Logs
Held Exploration
APPENDDC B - Laboratory Testing
Laboratory Test Results
APPENDIX C - 21001 California Building Code with 1997 UBC Seismic Design Criteria
January 28, 2005 -1- Project No. 544-4810
05-01-101
INTRODUCTION
This report presents the results of our Geotechnical Investigation performed in order to provide
recommendations for site preparation and to assist in the design and construction of the foundations for
the single-family residences proposed for the Madison Club golf course and residential development.
The project site is located on the northeast comer of Avenue 54 and Madison Street in the City of La
Quinta, California. The preliminary plans indicate that the proposed project will include an 18 -hole golf
course, clubhouse, and approximately 200 single-family residences along with various associated site
improvements. The associated site improvements are expected to include paved roadways, concrete
driveways and patios, underground utilities, and landscape areas.
SCOPE OF WORK
The purpose of our investigation was to determine certain engineering characteristics of the near surface
soil on the site in order to develop recommendations for foundation design and site preparation. Our
investigation included field exploration, laboratory testing, literature review, engineering analysis and
the preparation of this report. Evaluation of hazardous materials or other environmental concerns was
not within the scope of services provided. Our investigation was performed in accordance with
contemporary geotechnical engineering principles and practice. We do not make other warranty, either
express or implied.
PROJECT DESCRIPTION
The project site is located on the northeast corner of Avenue 54 and Madison Street in the City of La
Quinta, California. It is our understanding that the project will consist of an 18 -hole golf course,
clubhouse, and approximately 200 single-family residences along with various associated site
improvements. It is our understanding that the proposed residences and clubhouse will be of relatively
lightweight wood -frame construction and will be supported by conventional shallow spread footings and
concrete slabs on grade. The associated improvements will include paved roadways, concrete walkways,
patios, driveways, landscape areas and various underground utilities.
The majority of the subject site is presently vacant. The site includes several agricultural parcels as well
as undeveloped desert land. Large tamarisk trees exist along the majority of the property lines within the
southeastern portion of the site. The majority of the eastern portions of the property have been
previously used for agricultural purposes. The property is level throughout and is near the elevation of
the adjacent properties and roadways. A horse ranch occupies the southeast comer of the site. The ranch
contains several residential structures and various outbuildings. Fenced pastures occupy most of the
ranch. Several other residences and structures exist at locations throughout the site. Avenue 54. forms the
southern site boundary, Monroe Street forms the eastern site boundary, and Madison Street forms the
western site boundary. The Hideaway development is located just west of the site.
Sladden Englneedng
January 28, 2005 -2- Project No. 544-4810
05-01-101
Based upon our previous experience with lightweight residential structures, we expect that isolated
column loads will be less than 30 kips and wall loading will be less than to 2.0 kips per linear foot.
Grading is expected to include minor cuts and fills to match the nearby elevations and to Construct
slightly elevated building pads to accommodate site drainage. Extensive cuts are proposed for several of
the golf holes with the preliminary plans indicating cuts in excess of 40 feet within some of the golf holes. .
This does not include removal and recompaction of the bearing soil within the building areas. If the
anticipated foundation loading or site grading varies substantially from that assumed the
recommendations included in this report should be reevaluated,
GEOLOGY AND SEISMICITY
The project site is located within the central Coachella Valley that is part of the broader Salton Trough
geomorphic province. The Salton Trough is a northwest trending depression that extends from the Gulf
of California to the Banning Pass. Structurally the Salton Trough is dominated by several northwest
trending faults, most notable of that is the San Andreas system. .
A relatively thick sequence of sedimentary rocks have been deposited in the Coachella Valley portion of
the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in
nature with some lacustrian and minor marine deposits. The mountains surrounding the Coachella
Valley are composed primarily, of Precambrian'metamorphic and Mesozoic granitic rock.
The Coachella Vallev is situated in one of the more seismically active areas of California. The San
Andreas fault zone is considered capable of generating a maximum credible earthquake of magnitude 8.0
and because of its proximity to the project site the distance of approximately 9.2 kilometers should be
considered in design fault for the project.
Seismic activity along the nearby faults continues to affect the area and the Coachella Valley is considered
one of the more seismically active regions in California. A computer program and pertinent geologic
literature were utilized to compile data related to earthquake fault zones in the region and previous
seismic activity that may have affected the site. E.Q. Fault Version 3.00 (Blake) provides a compilation of
data related to earthquake faults in the region. The program searches available databases and provides
both distances to causitive faults and the corresponding accelerations that may be experienced on the site
because of earthquake activity along these faults. The attenuation relationship utilised for this project
was based upon Joyner & Boore (2001) attenuation curves. The information generated was utilized in our
liquefaction evaluation
The site is not located in any Earthquake Fault zones as designated by the State but is mapped in the
County's Liquefaction and Ground Shaking .Hazard Zone V. Several significant seismic events have
occurred within the Coachella Valley during the past 50 years. The events include Desert Hot Springs -
1948 (6.5 Magnitude), Palm Springs - 1986 (5.9 Magnitude), Desert Hot Springs - 1992 (6.1 Magnitude),
Landers - 1992 (7.5 Magnitude) and Big Bear -1992 (6.6 Magnitude).
Sladden EnRineerink
January 28, 2005 -3- Project No. 5.44-4810
05-01.-101
SUBSURFACE CONDITIONS
The soil underlying the site consists primarily of fine-grained silty sands with scattered prominent sandy
clay and sandy silt layers. As is typical for the area, the silty sand and sandy silt layers are inconsistently
interbedded and vary in thickness. Silty sands were the most prominent soil within our exploratory,
borings but several prominent sandy silt and clayey silt layers were also encountered.
The silty sands encountered near the existing ground surface appeared somewhat loose but the deeper
silty sand and sandy silt layers appeared relatively firm. Relatively undisturbed samples indicated dry
density varying from 84 to 121 pcf. Sampler penetration resistance (as measured by field blowcounts)
indicates that density generally increases with depth. The site soil was dry on the surface and moist
below a depth of approximately 5 feet but some silty layers were typically wet. Laboratory testing
indicated moisture content varying from 1 to 33 percent.
Laboratory testing indicates that the surface soil within the upper 5 feet consist primarily of silty sands.
Expansion testing indicates that the surface silty sands are generally non -expansive and are classified as
"very low' expansion category soil in accordance with Table 3.8-1-8 of. the 1997 Uniform Building Code.
Groundwater was encountered within our borings at depths of approximately 51 to 79 feet below the
existing ground surface. Groundwater should be considered in design and construction.
LIQUEFACTION
Liquefaction occurs with sudden loss of soil strength because of rapid increases in pore pressures within
cohesionless soil as a result of repeated cyclic loading during seismic events. Several conditions must be
present for liquefaction to occur including; the presence of relatively shallow groundwater, generally
loose soil conditions, the susceptibility of soil to liquefaction based upon grain -size characteristics and the
generation of significant and repeated seismically induced ground accelerations. Liquefaction affects
primarily loose, uniform grained cohesionless sands with low relative densities.
In the case of this project site, several of the factors required for liquefaction to occur are not present. As
previously indicated, groundwater was encountered within our borings at depths of approximately 51 to
79 feet below the existing ground surface on the site. Because of the depth to groundwater, the potential
for liquefaction affecting the site is considered negligible.
CONCLUSIONS AND RECOMMENDATIONS
Based upon our field investigation and laboratory testing, it is our opinion that the proposed golf course,
clubhouse, and residential development is feasible from a soil mechanic's standpoint provided that the
recommendations included in this report are considered in building foundation design and site
preparation. Because of the somewhat loose condition of the near surface soil, remedial grading is
recommended for the building areas. We recommend that remedial grading within the proposed
building areas include the overexcavation and recompaction of the primary foundation bearing soil.
Specific recommendations for site preparation are presented in the Site Grading section of this report.
Sladden Engineering
January 28, 2005 -4- Project No. 54.4481.0
05-01-101
Based upon the depth to groundwater and the generally firm condition of the deeper sand layers, it is our
opinion that the potential for liquefaction affecting the site is negligible. The remedial grading
recommended for building areas will result in the construction of a uniform compacted soil mat beneath
all footings. In our opinion, liquefaction related mitigation measures in additionto the site grading and
foundation design recommendations included in this report should not be necessary.
The site is located in one of the more seismically active areas in California. Design professionals should
be aware of the site setting and the potential for earthquake activity during the anticipated life of the
structure should be acknowledged. The'accelerations that may be experienced on the site (as previously
discussed) should be considered in design. The seismic provisions included in the Uniform Building
Code for Seismic Zone 4 should be considered the minimum design criteria. Pertinent 1997 UBC Seismic
Design Criteria is summarized in Appendix C,
Caving did occur within our borings and the potential for caving should be expected within deeper
excavations. All excavations should be constructed in accordance with the normal CaIOSHA excavation
criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface
silty sands will be classified by CalOSHA as Type C. Soil conditions should be verified in the field by a
"Competent person" employed by the Contractor.
The near surface soil encountered during our investigation was found to be non -expansive. Laboratory
testing indicated an Expansion Index of 0 for the surface silty sands that corresponds with the "very low"
expansion category in accordance with UBC Table 18 -I -B.
The following recommendations present more detailed design criteria which have been developed on the
basis of our field and laboratory investigation. The recommendations are based upon non -expansive soil
criteria.
Foundation Design- The results of our investigation indicate that either conventional shallow
continuous footings or isolated pad footings that are supported upon properly compacted soil,
may be expected to provide adequate support for the proposed structure foundations. Building
pad grading should be performed as described in the Site Grading Section of this report to
provide for uniform and firm bearing conditions for the structure foundations.
Footings should extend at least 12 inches beneath lowest adjacent grade, Isolated square or
rectangular footings should be at least two feet square and continuous footings should be at least
12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500
pounds per square foot (psf) and isolated pad footings may be designed using an allowable
bearing pressure of 1800 psf. Allowable increases of 250 psf for each additional 1 foot of width
and 250 psf for.each additional 6 inches of depth may be utilized if desired. The maximum
allowable bearing pressure should be 2500 psf. The allowable bearing pressures are applicable to
dead and frequently applied live loads. The allowable bearing pressures may be increased by 1/3
to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soil is
not allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the
building area should be rapid and complete.
Sladden Engineering
January 28; 2005 -5- Project No. 544.4.8.10
05-01-101
The recommendations provided in the preceding paragraph are based on the assumption that all
footings will be supported upon properly compacted engineered fill soil. All grading should be
performed under the testing and inspection of the Soil Engineer or his representative. Prior to
the placement of concrete, we recommend that the footing excavations be inspected in order to
verify that they extend into compacted soil and are free of loose and disturbed materials.
Settlements: Settlements resulting from the anticipated foundation loads should be minimal
provided that the recommendations included in this report are considered in foundation design
and construction. The estimated ultimate settlements are calculated to be approximately one inch
when using the recommended bearing values. As a practical matter, differential settlements
between footings can be assumed as one-half of the total settlement.
Lateral Design: Resistance to lateral loads can be provided by a combination of friction acting at
the base of the slabs or foundations and passive earth pressure along the sides of the foundations.
A coefficient, of friction of 0.40 between soil and concrete may be used with consideration to dead
load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may
be used for the sides of footings that are poured against properly compacted native or approved
non -expansive import soil. Passive earth pressure should be ignored within the upper 1 foot
except where confined (such as beneath a floor slab).
Retaining Walls: Retaining walls may be necessary to accomplish the proposed construction.
Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid
weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be
restrained at the top, the equivalent fluid weight should be increased to 55 pef for level free -
draining native backfill conditions. Backdrains should be provided for the full height of the
walls.
Expansive Soil: Because of the prominence of "very low" expansion category soil near the
surface, the expansion potential of the foundation bearing soil should not be a controlling factor
in foundation or floor slab design. Expansion potential should be reevaluated subsequent to
grading.
Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by
a minimum compacted non -expansive fill thickness of 24 inches, placed as described in the Site
Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or
where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor
barrier or an adequate capillary break. Vapor barriers should be protected by sand in order, to
reduce the possibility of puncture and to aid in obtaining uniform concrete curing.
Reinforcement of slabs -on -grade in order to resist expansive soil pressures should not be
necessary, However, reinforcement will have a beneficial effect in containing cracking because of
concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all
concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be
determined by the Structural Engineer.
Sladden Engineering
January 28, 2005 -6-,Project No. 5444810
05-01-1.01
Soluble Sulfates: The soluble sulfate concentrations of the surface soil have not yet been
determined but native soil in the area has been known to be potentially corrosive with respect to
concrete. The use of Type V cement and specialized sulfate resistant concrete mix designs may be
necessary for concrete in contact with the native soil.
Tentative Pavement Design: All paving should be underlain by a minimum compacted fill
thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site
Grading Section, of this report. R -Value testing was not conducted during our investigation but
based upon the sandy nature of the surface soil, an R -Value of approximately 50 appears
appropriate for preliminary pavement design. The following preliminary onsite pavement
section is based upon a design R=Value of 50.
Onsite Pavement (Traffic Index = 5.0)
Use 3.0 inches of asphalt on 4.5 inches of Class 2 base material
Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of
CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39
of the CalTrans Standard Specifications. The recommended sections should be provided with a
uniformly compacted subgrade and precise control of thickness and elevations during placement.
Pavement and slab designs are tentative and should be confirmed at the completion of site
grading when the subgrade soil is in-place. This will include sampling and testing of the actual
subgrade soil and an analysis based upon the specific traffic information
Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced
as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary
from 20 to 25 percent. Subsidence of the surfaces that are scarified and compacted should be
between 1 and 3 tenths of a foot. This will vary depending upon the type of equipment used, the
moisture content of the soil at the time of grading and the actual degree of compaction attained.
These values for shrinkage and subsidence are exclusive of losses that will occur because of the
stripping of the organic material from the site and the removal of oversize material. The
shrinkage losses are suspected to be somewhat less within areas where deeper cuts (more than 20
feet in depth) are planned.
General Site Grading: All grading should be performed in accordance with the grading
ordinance of the City of La Quinta, California. The following recommendations have been
developed on the basis of our field and laboratory testing and are intended to provide a uniform
compacted mat of soil beneath the building slabs and foundations.
1. Site CIearing: Proper site clearing will be very important. Any existing vegetation,
slabs, foundations, abandoned underground utilities or irrigation lines should be
removed from the proposed building areas and the resulting excavations should be
properly backfilled. Soil that is disturbed during site clearing should be removed and
replaced as controlled compacted fill under the direction of the Soil Engineer.
Sladden ,'ngineering
January 28, 2005 -7- Project No. 544-4810
05-01-101
2. Preparation of Building and Foundation Areas: In order to provide adequate and
uniform bearing conditions, we recommend overexcavation throughout the proposed
residential building areas. The building areas should be overexcavated to a depth of at
least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is
deeper. ,The exposed soil should then be scarified to a depth of 1 -foot, moisture
conditioned and recompacted to at least 90 percent relative compaction: The excavated
material may then be replaced as engineered fill material as recommended below.
3. Placement of Compacted Fill: Within the building pad areas, fill materials should be
spread in thin lifts, and compacted at near optimum moisture content to a minimum of
90 percent relative compaction. Imported fill material shall have an Expansion Index not
exceeding 20.
The contractor shall notify the Soil Engineer at least 48 hours in advance of importing soil
in order to provide sufficient time for the evaluation of proposed import materials. The
contractor shall be responsible for delivering material to the site that complies with the
project specifications. Approval by the Soil Engineer will be based upon material
delivered to the site and not the preliminary evaluation of import sources.
Our observations of the materials encountered during our investigation indicate that
compaction within the native soil will be most readily obtained by means of heavy
rubber tired equipment and/or sheepsfoot compactors. The moisture content of the near
surface soils was somewhat inconsistent within our borings. In general, the sandy soils
are dry and well below optimum. moisture content but some of the deeper silt layers
were wet. It is likely that wet silt/clay layers will be encountered during grading
particularly in irrigated areas where deep cuts are planned. A uniform and near
optimum moisture content should be maintained during fill placement and compaction.
4. Preparation of Slab and Paving Areas: All surfaces to receive asphalt concrete paving or
exterior concrete slabs -on -grade, should be underlain by a minimum compacted fill
thickness of 12 inches. This may be accomplished by a combination of overexcavation,
scarification and recompaction of the surface, and replacement of the excavated material
as controlled compacted fill. Compaction of the slab and pavement areas should be to a
minimum of 90 percent relative compaction.
5. Testing and Inspection: During grading tests and observations should be performed by,
the Soil Engineer or his representative in order to verify that the grading is being
performed in accordance with the project specifications. Field density testing shall -be
performed in accordance with applicable ASTM test standards.
The minimum acceptable degree of compaction shall be 90 percent of the maximum dry
density as obtained by the ASTM D1557-91 test method. Where testing indicates
insufficient density, additional compactive effort shall be applied until retesting indicates
satisfactory compaction.
Sladden Engineering .
January 28, 2005 -8 Project No. 544-4810
05-01-101
GENERAL
The findings and recommendations presented in this report are based upon an interpolation of the soil
conditions between boring locations and extrapolation of these conditions throughout the proposed
building area. Should conditions encountered during grading appear different than those indicated in
this report, this office should be notified.
This report is considered to be applicable for use by East of Madison, LLC, for the specific site and project
described herein. The use of this report by other parties or for other projects is not authorized. The
recommendations 'of this report are contingent upon monitoring of the grading operations by a
representative of Sladden Engineering. All recommendations are considered to be tentative pending our
review of the grading operations and additional testing, if indicated. If others are employed to perform
any soil testing, this office should be notified prior to such testing in order to coordinate any required site
visits by our representative and to assure indemnification of Sladden Engineering.
We recommend that a pre -job conference be held on the site prior to the initiation of site grading. The
purpose of this meeting will be to assure a complete understanding of -the recommendations presented in
this report as they apply to the actual grading performed.
Sladden Engineering
January 28, 2005 -9- Project No. 5444810
05-01-101
REFERENCES
ASCE journal of Geotechnical Engineering Division, April 1974.
Boore, Joyner and Fumal (1994) Estimation of Response Spectra mid Peak Accelerations from North American:
Earthquakes, U. S. Geological Survey, Open File Reports 94-127 and 93-509.
Finn, W. E. Liam, (1996) Evaluation of Liquefaction Potential for Different Earthquake Magnitudes and Site
Conditions, National Center for Earthquake Engineering Research Committee.
Joyner and Boore, (1988) Measurements, Characterization and Prediction of Strong Ground Motion, ASCE
Journal of Geotechnical Engineering, Special Publication No. 20.
Lee & Albaisa (1974) "Earthquake Induced Settlements in Saturated Sands".
Seed and l.driss (1982) Ground Motions and Soil Liquefaction During Earthquakes, Earthquake Engineering
Research Institute Monograph.
Seed, Tokimatsu, Harder and Chung, (1985), Influence of SPT Procedures in Soil Liquefactum Resistance
Evaluations, ASCE Journal of Geotechnical Engineering, Volume 111, No. 12, December.
Rogers, Thomas H., Geologic Map of. California, Santa Ana Map Sheet,
Riverside County,1984, Se pnic Safizty Element of the Riverside County General Plan
Sladden Engineering
APPENDIX A
Site Plan
Boring Logs
APPENDIX A
FIELD EXPLORATION
For our field investigation, 29 exploratory borings were excavated between December 13 and December
23, 2004 using a truck mounted hollow stem auger rig (Mobile B-61) in the approximate locations
indicated on the site plan included in this appendix. Continuous log of the materials encountered were
prepared on the site by a representative of Sladden Engineering. Boring logs are included in this
appendix.
Representative undisturbed samples were obtained within our boring by driving a thin-walled steel
penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT)• sampler with a
140 pound hammer, dropping approximately 30 inches (ASTM D1586), The number of blows required to
drive the samplers 18 inches was recorded (generally in 6 inch increments). Blowcounts are indicated on
the boring log.
The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of
2.5 inches. The standard penetration samplers are 2.0 inches in'diameter with an inner diameter of 1.5
inches. Undisturbed samples were removed from the sampler and placed in moisture scaled containers
in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation
spoils and samples were then transported to our laboratory for further observations and testing.
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date. 12/13/2004 Boring No. I Job Number;
U
Description
Rmarks
0
10
20
25
6/4/6
Sand- fine to Moditan Grained and Sandy Silt Layer — 2"
SP
Native Soil
rey in color
5/6/7
Clayey Silt
ML
6
64
Grey in color
'35
9/13)10
Sand-FinetDModium Grained Layer —9" and S=dy Silt
SP
2
10
Gruy in color
40
10/10/8
Silty Sand: Fine Grained
sm
2
14
Grgy in color
45
9/10/8
Silt and Clay' Intabalded Thin Lenm
ML
6
Grey in color
so
Jill
11/16/21
Sand; Finc to Medium Grained
sp
I I IrTw
in color
..
q P."
..InAd , IR.ncrine.p.14na
55
8/9/11
Sand: Fine to Medium Grained and Sandy Silt Layer 2"
SP
4
6
Brownish Grcy in color
60
3/3/4
Clayey Silt
ML
27
77
Grey in color
65JL
10/7/8
Sand: Fine; to Medium Grained Layer --9" and Sandy Silt
SP
23
Grey in color'
70
11/13/16
Silry Sand: Fine Grained
SM
26
22
ark Grcy in color
75 JL
7/9/12
Silt and Clay: Interbedded Thin Lenses
ML
33
72
Dark Grey in color
-Groundwater
44 —78 Feet
80
5/7/8
Clayey Silt '
ML
32
70
Brownish Grey in color
85
6/10/10
Sample Not Recovered
90
-Note.
The stratification lines
-
represent the approximate
95
boundarim bdwccn tic soil
_
; the transition may be
gradual.
-Total
Depth = 90 Fcd
100
Groundwater encountered
ck not encountered
QlaAAnn Ano;npo"no
Madison Club-The Hideaway
NEC ,Avenue 54 & Madison Street, La Quinta
Date: 12/18/2004. Boring No. 2 Job Number: 544-4810
e
o
N
a
3
5
W
B
U
Description
Rcrnarks
0
Native Soil
5 •
3/3/3
Silty Sand: Finc Grained
$M
2
-•-
Light Grcy in color
10
5/6/7
Silty Sand: Finc Graincd
SM
I
Light Brown in color
15
3/4/6
Silt
ML
9
97
fan in color
20
415/7
Sandy Silt and Silt L.aym
ML
11
81
Tan in color
255/6/7
- ir
Silty Sand: Fine Grained
SM
2
24
Grtyish Brown in color
30
3/5/9
Sandy Silt and Sih Layers
ML
5
64
Light Brown in color
35
4/5/7
Sandy Silt
ML
6
56
Greyish Brown in color
40
6/8/13
Silty Sand: Fine Grained
SM
2
-••
Brownish Grey in color
45 JL
5/7/7
Sandy Silt
ML
10
51
nywnish Grey in calor
50
SAW 1
Silty Sand: Finc Graincd and Silt Luys --l"
SM
3
18
Irrownish Grey in color
Claridp.n F.nvinpPrinv
eraaa.-, F....;......;....
55
4/6/8
Claycy Silt
ML
22
77
rown in color
60
4/718
I
Sandy Silt with Train of Clay
ML
17
67
Brown in color
65
5/8/9
Sandy Silt
ML
22
77[Town
in color
70
7/8/18
Sand and Silt Laycra
SM
12
34
Brown in coW
75
3/3/6
Claycy Silt
ML
31
83
Brown in color
'
Groundwater Q - 79 Feet
80
4/6n
Clayey Silt
ML
27
88
Brown in color
85
6/14/17
Claycy Silt
ML
26
63
Brown in color
90
11315
Silty Sand: Fins Grained
SM
28
10
Brown in color
pote:
The stratification lines
-represent
the approximate
95
I /7/I 6
Silty Sand: pine Grained
SM
28
16
boundafics between the soil
_types;
the transition may be
ual.
-
otal Dcpth = 101.5 Fod
100
5/6/12
Claycy Sand
SM
19
47
roundwater tneountered
-Bedrock
not encountered
eraaa.-, F....;......;....
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/18/2004 Boring No. 3 Job Number: 544,4810
a
0
rn
V
pq
Description
in
R
RempAs
0
Native Soil
5
10
15
20
25
5/9/12
Silty Sand: Fine Grained and Silt Laycr —3"
SM
5
20
Greyish Brown in color
30
4/6/8
Silty Sand: Fine Grained and Silt Laycr —l"
SM
3
21
Greyish Brown in color
35
8/11/16
Silty Sand: Finc Grainc d
SM
2
14
BTownish Grey in color
40
3 .
6!9/14
Silty Sand: Fine Grained
SM
3
16
Brownish Grey in color
45
5/517
Sandy Silt
ML
25
84
Brown in color
5
33/4/8
Silt
ML
22
56
Brown in color
ClattilPn �.f1o1nPPTIMO
Cloiiilon Fnninoorinn
55
9/10/17
Sand: Fine to Medium Grained
SP
26
9
Brownish Grey in calor
Groundwater n@ .. 56 Feet
60
4/6/7
Silt
ML
27
66
Brown In color
65
6/13/10
2/5/14
Silty Sand: Fine Grained
Sandy Silt
SM
24
14
BTownisb Grey in color
70 JL
ML
24
52
Brown in color
75
5/12/22
Silty Sand: Fine Grained
SM
27
30
Brown in color
80
6/21/34
Clayey Sand
SM
16
26
Brown in color
$ 85
t_
Sand: Finc to Medium Grained
11/2=6
SP
18
5
Brown in color
90
10/16/31
Sand: Coarse Grainod and Sandy Silt
SP
28
---
Brown in cc>Ipr
ote: The stratification lines
represent the approximate
boundaries bctwom the soil
95
7/15/21
Silty Sand: Fine Grained
SM
19
___
-
types; the transition may be
-gradual.
TOW Depth =101.5 Feet
Groundwater encountered
5/8/17
Sand: Coarse Grained
St'
l7
—
-Bedrock
not encountered
Cloiiilon Fnninoorinn
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/20/2004
Borlug No. 4 Yob Number: 544-4810
_
J,.
Cg
pq
Description
CA
a
cma&s
0
Nativc Soil
-
Silty Sank Fine to Medium Grained
5
t0
IS
20
25
214/6
Clayey Silt
ML
11
78
Grey in color
30
518/9
Silty Sand: Fine Grained and Clay Lays —5"
SM
6
---
Grcy in color
357/8/12
Sand: Fine Grainod
in color
40
5/8113
Sand: Fine Grained
SP
2
9
Cray in color
45
2/3/6
Clayey Silt Laycr — 8" and Silty Clay Layer— 8"
ML
31
87
Grcy in color
50
E
516/11
lSilty Sand: Finc Grained
SM
22
1 19
revndwater ®.-51 Feet
ClnrlrlPn F.nainrrrino
Cloititnn Fnoinmwnno
55
9/18/31
Sand: Fine Grained
SP
22
11
ark Grcy in color
60
6/8/16
Sandy Silt
ML
24
61
Dark Grcy in color
65
3/4/7
Clay
CL
23
91
Bruwnish Gr y in color
70 's
75 ':
$0
85
90
•
-
95
_
-Total
100 .i= s
-Bedrock
9/13/16
9/15/17
12/16/23
6/9/13
6/10/15
17/2629
8/17/29
Sand: Fine to Coarrx Grainer/
Sand: Fine to ComcGmincd
Sand: Foie to Coarse Grained and Gravel
Sand_ Fine to Coarse Grained and Silty Clay Laycr — 4"
Sand: Fine to Coarse Grained
Sand: Fine to Coarse Grained
Sand: Fine to Coarse Grained
SP
SP
SP
SP
SP
SP
Sl'
25
23
23
23
28
27
30
10
11
8
11
7
8
Grcy in calor'
Grey in color
Grey in color
Grey in color
Grey in color
ote: The stratification lines
cpromt the approxinu to
boundaries between tho soil
; the hartsition may be
gradual.
Depth = 101.5 Feet
Groundwater encountered
not'encountered
Cloititnn Fnoinmwnno
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street La Quints
Date: 12/20/2004 Boring No. 5 Job Number: 544-4810
-A
Desai tion
.t
CD
C11
Renwks
0
Native Soil
5 5
snlio
Sandy Silt
ML
96
14
77
Greyish Brown in OOIOT
10
3/5/9
Silty Sand: Fine Grainod
sm
110
5
16
Grey in color
15
519l10
clayey Silt and sandy Silt
ML
108
3
74
Brownish Grey in color
20
4/8/13
Sand; Fine Grained _F
M
114
1
11
rey in color
25
30California
Split -spoon Sample
Total Depth —21'
IBedrock
not encountered
5Standard
Unrccovcrcd sample
Groundwater not encountered
-
Penetration Test Sample
35
40
Notir The strs fication lines represent the approximate
-
boundaries between the soil types. the transition may be
gradual.
45
50
q6AAm Rnoirte;&nno
Madison Club -The Hldcaway
NEC Avenue 54 & Madison Street, La Qulnta
Date: 12/20/2004
Bo'BorkC No. 6 Job Number: 5444810
en
o
V
°
pa
DCri tionRemarks
W
o
e
o
o
0
ativc Soil
5
5/9/11.
Sand: Fine Grained and Claycy Silt
SP
114
2
---
nY in color
1 U
9/10/10
Sand: Fine Gmincd and Silty Sand: Fine Grained
SP
107
2
11
Grcy in color
15
4/6/10
Sand: Fine Grained and Sandy Silt
SP
101
23
—Grey
ill color
20
5/10/17
Sand: Fine Grained
SP
91
20
7
rcy in color
25
1'
30
Califomia Split -spoon Sample
Total Depth —21'
-
I
edr+ock not encountered
-
UnreoDw ed Sample
I
Groundwater not encountered
_
-
Standard Penetration Test Sample
35
i40
Notc: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
gradual.
45
50
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004 Baring No. 7 Job Number: 5444810
y
\
N
A rn
°c
U
Description
°
o
markq
0
.i
Native Soil
5
4/5/8
Silty Sand: Fine Gruined
SM
102
3
21
Brownish Grcy in color
-
10
4/4/8
4/6/11
t
Clay and Silty Sand: Fine Grained
Sand: Fine to Coarse Grained and Sandy Silt
SM
84
22
16
Brownish Grey in color
15
SP
103
5
10
OTW in color
20'
5/9/13
ISandySilt,
ML
110
6
77
Grey in color
25
30
i
California SI lit-swon Sample
Total Depth • 2 P
edmck not encountered
-
Unrec;overrd Semple
roundwater not encountered
-
Standard Penetration Tcst Samplc
35
40
Note: The stratification lints rcpresart the approximate'
boundaries bctwcrn the soil types; the t=sition may be
gradual.
45
u
50
CI.AA.N Pna;nA..4 fI
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004 Boring No. 8 Job Number: 544-4810
p
ri
U
pq
Des tion
rn°
-.R
Rernarks
0
ative Soil
5
4/7/11
Sandy Silt and Silty Clay
ML
104
2
67
Grey in color
10
7/9/9
Silty Clay and Silty Sand: hint Grainad
ML
107
8
80
Grey in color
15
10/16/24
Sand: Fine Grained
SP
118
6
9
Grey in color
20
8/12/18
Silty Sand: Fine Grained and Sandy Silt
SM IL...
7
-i-11
Grey in color
.17
30
California Spli&brK in Sample
Total Dcpth —21'
-
IBedrock
not encountered
-
Unrecovered Samplc
I
Gtoundwater not encountered
-
-
I
Standard Penetration Test Sample
35
40
Note: The stratification lines topnscnt the approximate
boundaries between the soil types. the transition may be
_
gradual.
-
45
d
r,
L50!J
9151rifien F.nvirtrtrino
Madison Club -The 1411denway
NEC Avenue 54 & Madison Stree4 La Quinta
Date: 12/20/2004 Boring No. 9 Job Number: 544-4810
e
o
A
vi
C�
Desai tion
Remarks
p
alive Soil
5
4/5/9
Sand: Fine Grained
SP
101
3
7
Grey in color
10
5/9/15
Sandy Silt
ML
90
22
75
Grey in color
15
4/9/15
Silty Sand; '-ine Grained
SM
102
14
1.5
Grey in color
20
8/16/20
ISandFinoGmincd
SP
98
18
11Grey
in color
25
30California
Split -spoon S4mple
Total Depth —21'
-
IBedrock
net encountered
-
Unrecovered Sample
Groundwater not encountered
-
Standard Penetration "Gest Sample
35
40
Note: The stratification lines represent the approximate
_
boundari"ctwcen the soil types; the transition may be
-
gradual.
45
50
creaa--, V—:..--., --
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004 During No. 10 Job Number: 5444810
�
\
o
o
C
rn
0
U
0
pq
Desch tion
•o
0
�
'o
�
Remarks
0
Nativo Soil
5
12/15/23
Sand: Fine Grained and Sandy Silt
SP
loo
2
9
Grey in color
to
23/35/31
Sand: Fine Grained and Clayey Silt
SP
108
3
9
Brownish Grey in color
15
16/21/38
Sand: Fina Grained
SP
99
6
7
rownish Grey in color
20
23/50 5
Sand: Fig Grained
SP
106
3
7reyish
Brown in color
25
30
California Si lit -spoon Sample
otal Depth o--2 1'
Bedrock not encountered
Unrecovered Sample
I
Groundwater not encountered
_
-
Standard Penctration fest Samplc
35
40
Now The stratification lines represent the approximate
-
houndares between the soil types; the transition may be
gradual.
45
50
Claririn.. F.+a:tirrrino
Madison Club -The Elideaway
NEC Avenue 54 & Madison Street, La uinta
Date: 12/21/2004 During No, 11 Job Number: 5444810
A�'
G�
Description
va
R
\°
o
c
N
�
�
erratics
0Native
Soil
5
10/14/19
Sand: Fine Grained
SP
114
2
12
Tey in calor
10
8/11/15
Sand: Finc Grained
SP
115
3
11
Brownish Grey in color
15
9/13/16
Sandy Silt and Sand: Pine Grained
ML
121
2
72
Greyish Brown in color
20
8/11/15
Sand: Finc Grained
SP
113
2
12
Grey in color
25
30California
Split -spoon Samplc
Total Dcpth—21'
-
IBedrock
not cnoounttxod
-
Unrccovcred Sample
I
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification linty mprc unt the appmximatG
-
boundaries between the soil types; the transition may be
_
gradual.
45
50
MOAAnn F.nainnrrina
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004
Boring No. 12 Job Number: 5444810
V
o
0
N
a
�
�
❑
CA
U
Description
W
�
oRemarks
0Native
Soil
_
i
4
5
j
8/11/13
Sand: Fine Grained
SP
113
2
8
Brownish Grey in color
10
, _
619/13
Sand: Fine Grained
SP
109
1
9
Grey in color
15
9/12/14
Silty Sand: Fine Grained
SM
114
2
17
Grey,in color
20
9/12/22
SiltySand: zinc GTaincd
SM
112
4
16
Grey in color
25
30
California Split-spoon'Sample
Total Depth x-21'
-
I
edrock not cneountaW
-
Unr000vcrod Sample
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Notc: Tho stratification lines represent the approximatc
i'
boundaries between the soil types; the transition may be
_
gradual,
a
45
.i
ii
50
-
CIotltlon YnMnArrinv
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quanta
Date- 12/2U2004 Boring No. 13 Job Number: $44-4810
1?.
p
N
pIm
5
n,
c
o
�;
•p
•�
'o
�
U
M
Dmri tion
Rernuks
0
alive Soil
5
4/6/6
Sand: Fine Grained
SP
115
1
10
Grey in Color
10
.
6n1l I
Sand: Fine Grained
SP
103
1
8
Grcy in color
15
9/14/15
Silty Sand: Fine Grained
SM
110
1
18
Grcy in color
-
California Split-spoon Sample
TOW Depth = 16'
IBedrock
not encountered
20
_
Unrecovered Sample
1
Groundwater not arncountenod
-
Standard Penetration Test Sample
25
-
Note: The stratification lines represent the approximate
boundaries bCtwwn the coil types; the transition may be
_
gradual.
U .
30
35
II
i
!!
40
45
50
Rlathipm Anpinrtminp
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004 Boring No. 14 Job Number: 5444810
Description
y
FL
e
CD
N
�
ema&,
0
5
7/10/14
Clayey Silt and Silty Sand: Rine Grained
ML
104
11
77
Nativc Soil
Grey in color
10
8/12/16
Sand: Fine Grained
SP
99
6
R
Brownish Grey in color
15
20
-
Milli"
6/10/11
5/8/11
Clayey Silt
Clayey Silt and Sandy Silt
ML
ML
93
93
24
27
83
80
Browniult Grey in color
Grey in color
25
30
-
35
40
.
45
so
California Split -spoon Sample
1
Unrecovered Sample
Standard Pcnctration Tart Sample .
Note: The stratification lints rcprescnt the approximate
boundarics bctwcm the soil types; the transition may be
gradual
Total Dcpth x..211
Bodrock not encountered
Groundwater not encountered
Clarlrlrn RnainrrnnO
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quints
Date: 12/21/2004
Bering No. 15 Job Number; 544-4810
4.o
o
rV
R
N
Op
U°
Description
Z
Remarks
Native Soil
5
inn
Sand: Fine Grained
SP
3
10
Greyinoolor
Ill
2/2/3
Silty Sand: Fine Grained
SM
8
13
my in color
15
3/5x1
Silty Sand: Fine Grained
SM
3
15
Brownincolor
20
617x1
Silty Sand: Fine Grained and Clay Layer -3"
SM
6
16
Brown in color
25
3/3/4
Clay Layer -7" and Clayey Silt Layer -4"
rown in color
30
Califomia Split -spawn Sample
I
Total Depth —26'
-I
Bedrock not encountered
-
Unrmovaed Sample
I
Groundwater not cncwuntcrcd
_
-
Standard Penetration Test Sample
35
40
Note: The stratification lines rcpn;R nt the approximate
_
boundariai between the soil types; the transition may be
gradual.
45
so
Cindfien Fnoineerino
Madison Cluh-The Hideaway
NEC avenue 54 & Madison Street, La QuintA
Date: 12/21/2004 Boring No. 16 Job Number: 544-4810
s
Uoq
Description
v,
�
\
o
c
�
oRemarks
0
Native Soil
5 :
10/11/14
Silty Sand: Fine Grained and Clayey Silt
SM
103
6
16
Grey in color
10
6/9/13
Sand' Finc Gtainai
SP
110
2
7
Orcy in color
15
'
7/11/12
Sand: Fine Grained
SP
109
2
d
Grey in color
20
7/13/20
Sandy Silt and Silty Sand: Fine Grained
ML
99
7
60.
Grey in color
25
30
Califbmia Split -spoon Sample
Total Dcpth x-21'
1
Wrock not encountcrcd
-
Unrecovered Sample
I
GTOundwater not cnwuntrred
_
-
I
Standard Penetration Test Sample
'35
40
Notc: The stratification lints rcprescnt the approximate
boundaries bctwam the soil types; the transition may be
_
gradual.
45
50
C1o�Lt� Fnoinnnrino
Madison Club -The. Hideaway
NEC Avenue 54 & Madison Street, La uinta
Date: 12/21/2004
Boring No. 17 Job Number: 5444810
�
\
o
rn
�
v
o
Description
'o
Remarks
0
Native Soil
5
6/10/16
Clayey Silt
ML
109
1
76
Grey in color
10
12/14/22
Clayey Silt
ML
108
8
71
Grey in color
156/9/12
Silty Sand: Fine Grained
SM
107
2
16
Grey in color
-
California Split -spoon Sample
Total Depth =-16'
-1
Bedrock not encountered
20
Unrecovered Sample
Groundwater not Encountered
-Standard
Pmctration Test Sample
25
-
Note: The stratification lines represent the approximate
_
boundaries between the soil types; the transition may be
-
gradual,
30
35
40
45
so
Sladden Eneinnerina
Madison Club -Tile Hideaway
NEC Avenue 54 & Madison Street, Iia Quinta
Date: 12/21/2004
Boring No. 18 Job Number: 544-4810
.
\
o
o
rn U
3
–
Desai tion
69
a
«.
15
Rcrnuks
0
Native Soil
5
6/8/15
Silty Sand: Fine Grained
SM
103
1
17
Grey in color
10
12/14/19
Sand: Fine Grained
SP
112
0
7
Brownish Grey in color
15
9110/13
Sand: Fine Grained
SP
104
1
5
Brownish Grey in color
-
California Split.spoon Sample
Total Depth —16'
•Bedrock
not encountenxl
20
Unrecovcrod Sample
Groundwater not cncountercd
-
I
Standard Penetration Test Sample
25
-
Nota: The stratification lines represent the approximate
_
boundaries between the coil types; the transition may be
•
gradual.
30
35
i
�4U
i-
f
45
50
Sla den •F.noineerina
Madison Gluh-The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/21/2004 Bering No. 19 Job Number: 544-4810
Dcs tion
a
e
0
`�'Remarks
N
0
Native Soil
5
10/14/18
Silty Sand: Fine Grained
SM
103
1
14
Grey in color
10 ''?
4/7/9
Sand: Fine Grained
SP
104
2
10
Grcyincolor
15
5/711 U
SiltySand: Finc Grained
SM
111
4
18
Grey in color
20
7/11/20
Sand: Fine Grainod
SP
109
1 4
8
ray in color
25
30California
Split-spoon Sample
Total Depth —21'
Iedrock
not cneountered
Unrecowrad Sample
I
Groundwater' not encountered
5Stundard'
_
Penetration Test Sample
35
40
Now The stratification lines rcprescnt the approximate
_
boundaries between the soil types; the transition may be
gradual.
45
50
Gladden Rnaineerine
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quints
Date: 11./21/2004 Boring No. 20 Job Number. 544-4810
0
U
Description
�0
�
e
emarlcs
0•
alive Soil
5
8/9/12
Sand: Fine Grained
SP
113
1
8
Grey in color
]0
9/13/14
Sand: Fine Grained
i
SP
109
5
—
Grey in color
15
6/9/13
Sand: Fine Grained
SP
109
1
8
Grey in color
20
8/14/27
Sand: Fine Grained
SP
112
4
10
Grcyincolor
25
30
J
California SI lit-�xxm Sample
Total Depth �-2V
edrock not encountered
-
Unrocovcred Sample
Groundwater not encountered
-
Standard Penetration Test Sample
35
1
40
Note_ The shutifYcation lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.
45
50
Ct�ltffP.M i.',M01�P.P.YiMb
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/23/2004
Boring No. 21 Job Number: 544-4810
A
di
0
U
r
_
Deseti tion
v,
o
Remarks
0
n
Native Soil
5
5/10/21
Sand: Finc Grainod
SP
1
9
Grey in color
-
lU
:
8/10/10
t
Sand: Finc Grained
SP
5
10
Greyincolor
`15
JL
3/4/8
Silty Clay and Clay Layer —3"
ML
11
75
Brownish Grey in color
20
3/6/11
Silt and Clay_ Thin Interbedded Lenses
CL
10
Bmwnitih Grvy in calor
25
r
30California
Split-spoon Sample
Total Depth x-21'
-
I
edrock not enmuntoW
-
Unrecovered Samplc
I
Groundwater not encountered
-
-
Standard Penetration Test Sample
35
40
Note: 71re stratification lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.,
45
50
Clarlii�n Fnainr .Ai W
Madison Club -The hideaway
NEC Avenue 54 & Madison Street, Ea Quinta
Date: 12/23/2004
El2ft No. 22 Job Number: 5444810
A
U°
Description
U)
a,
W
a
o
z�z
emarks
0
Native Soil
5
4/4/10
Clay and Sandy Silt Layer --6"
ML
7
57
Brownish Grey in color
10
5/8/11
Silty Clay and Silty Sand: Fine Grained Laycr –2"
9
CL
13
86
Grey in color
15
6/9/14
Silty Sand: Finc Grained and Silty Clay Layer –7"
SM
18
---
Grey in color
20
5/8/11
Sand: Fine Grained
SP
1
14
Brownish Grey in color
25
3nlio
Iciayeysiit
ML
3
81
rownish Grey in calor
30
California Split -spoon Samph;
Total Depth —25.5'
-
I
edrock not mcountered
-
Urtr000vcred Samp1C
I
Groundwater not encountered
-
Standard Penetration Teat Sample
35
' 40
Note: The stratification lines represent the approximate
boundaries betwom the soil types; the transition may be
gradual.
45
50
Sladden Enixineerine
Madiron Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/23/2004
Boring No. 23 Job Number: 5444810
(5
3
o
Description
3
o
N
�
a
Remarks
pGrass
Pasture
5
4/6/8
Sand: ]cine Gmincd
SP
I
10
Grey in color
0
3/5/11
Sand: Fine Grained
SP
7
10
Grcy in color
15
3/6/8
Clayey Silt and Sandy Silt Layer –7"
ML
8
68
Brownish Grcy in color
20J'J.
3/3/5
Clay and Sandy Silty, Layer --6"
ML
20
71
rownish Grcy in color
25
30
California Split-spoor Sample
Total Depth —20.5' .
-
I
Bedrock not cnoountered
-
Unrecovered Sample
I
Groundwater not encountered
_
-
Standard penetration Tcst Sample.
35
40
Notc: Ile stratification lines reprasmt the approximate
boundaries between the soil types; the transition may be
_
gradual_
45
50
Sladden Eneineerine
Madison Club-The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/23/2004 Boring No. 24 Job Number: 544-4810
rn
o�
V
Gq
Dcscri tion
•e
y
c
o
0
cmark,4
0
Native Soil
5
5/20/20
Clayey Silt
ML
Light Gmy
10
6/7/10
Sand: Fine Grained
SP
2
9
Grey in color
15
516110
Silty Sand: Finc Grained
SM
2
12
Grey in color
20
5n18
Silry Sand: Finc Grained
SM
I
12rey
in color
25
30
California Split-spoon Sample
Total Depth —20.5'
Iodrock
not encountered
•
Unrecovered Sample
I
Groundwittur not encountered
"
Standard Penclration Tett Sample
35
•40
Note: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.
45
50
Ctnrtrtrr� F'101rfrY.Vitfb
Madison Club -The Hideaway
NEC Avenue 54 &. Madison. Street, La Quinta
Date: 12/23/2004
Boring No. 25 Job Number. 544-4810
�i
U
Mw
c
U
�
c
pq
D=ri tion
�
.o
v,
p
CA
a
9Z
Remarks
0
alive Soil
5
10/20/20
Sand: Fine Grained
SP
1
9
Grey in color
10
'-
6/9/18
Sand: Fine Grained
SP
1
I I
Grey in color
is
JIL
6/10/15
Clayey Silt
NIL
3
77
Brown in color
20
8/10/14
Sandy Silt and Clayey Silt Lays -3"
ML .
3
72
Brown in calor
25
30
California Split -spoon Sample
Total Depth —20.5'
-
(
odroa not cricountemd
-
Unrmovcmd Sample
roundwatcr not cnoount.ered
-
-
I
Standard Penetration Test Sample
35
40
Note: The stratification lints Tgm2 mt the approximate
boundaries between the soil types; the transition may be
_
gadual.
r
45
50
C1Adrlen Rtnoineerine
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, Lfi!2ulnta
Date: 12/23/2004
Boring No. 26 Job Number: $444910
0
in
U
G4Description
g
cmarks
0
Native Soil
316110
Silty Clay Layer 4" and Sand: Fine Grained
ML
18
81
Grey in color
0
5/6/8
Sand: Fine Grained
SP
8
10
GreyincoloT
314/6
Sand- Fine Grained Layer -3" and Clayey Silt
SP
8
my in color
California Split -spoon Swnplc
Toral Depth —15.5'
Bedrock not cncountcrcd
20
Unrecovered Sample
Croundwater not encountcrcd
Standiad Penetration Test Sample
25
-
Note: The stratification lines represent the approximate
boundaries between the soil types-, the transition may be
gradual.
30
35
40
45
50
RIsAfIrn Rnorineerrine
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La uinta
Date: 12/23/2004
Bodm No. 27 Job Number: 544-4810
CDP
e
Description v°, Ta aRemarks
0
Nativc Soil
5
617/9
Sand: Finc Grained
SP
4
9
Grey in color
10
3/4/5
Claycy Silt
INI
2
84
5Townish Grey in color
is
4/5/5
Sandy Silt and Claycy Silt --3"
ML
12
71
Brownish Grey in color
20 ,
5/5/8
Sand:1•inc to MWium Grained
SP
6
10
Town in color
25
30
California Split -spoon Sample
Total Dcpth --x20.5'
1
edrock not cneountered
-
Unrecovarod Sample
I
Groundwater not encountcrcd
-
Standard Penetration Tcst Sample
35
40
Notc: T'he stratification lines rcpr omt the approximate
-
boundaries be tween the soil types; the transition may be
gradual.
45
50
Cloililo� Fnoitw-.ina
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/23/2004
Bo No. 28 Job Number: 5444810
o
�
q
U
pq
Descri tionV5
�
°
oRemarks
0
Native Soil
5
4n19
Sandy Silt,
ML
3
61
Grey in color
10
JE
3/3/6
Clay Laycr –7" and Sandy Silt
ML
10
74
Grey in color
15
2/2/3
Clay
GL
12
90
Brownish Grey in color
-
California Split-spoon Sample
Total Depth —15.5'
-
IBedrock
not encountcrcd
20
Unrecovered Sample ,'
roundwater not encountered
_
I
Standard Pcadration TvA Sample
25
Note: The stratification lines represent the approximato
_
boundaries between the soil typrs; the transition may be
gradual.
30
35
_
40
C
45
L
50
CInAApn F.noinparinn
Madison Club -'.Ile Hideaway
NEC Avenue 54 & Madison Stree4 La Quinta
Date; 12/23/2004 During No. 29 Job Number: 544-4810
�
\
o
o
VJ
U
Description
RenmrPs
Native Soil
5
6/9/14
Silty Sand: Finn Graincd
SM
1
17
Orey in color
10JIE
617/8
Sand: Pinc Grainctl
SP
2
11
GTcy in Color
15
3/4/7
Sand: FinCGraincd
SP
4
10
Grcy in wfor
-
California Si lit -spoon �vplc
otal Depth —15.5'
Bedrock not encountered
20
Utn000vcrad Samplc
Groundwator not cneountered
Standard Penetration Test Sample
25
-
Notc: The stratification lincs, rcp[rsmt the approximatc
boundarie7 between the soil tyres; the transition may be
_
gradual.
30
35
40
45
50
ClaAAl n Rnoinww-rino
APPENDIX B
'Laboratory Testing
Laboratory Test Results
APPENDIX B
LABORATORY TESTING
Representative bulk and relatively undisturbed soil samples were obtained in the field and .returned to our
laboratory for additional observations and testing. Laboratory testing was generally performed in two phases. The
first phase consisted of testing in order to determine the compaction of the existing natural soil and the general
engineering classifications of the soil underlying the site. This testing was performed in order to estimate the
engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The
second phase consisted of soil mechanics testing. This testing including consolidation, shear strength and expansion
testing was performed in order to provide a means of developing specific design recommendations based on the
mechanical properties of the soil.
CLASSIFICATION AND COMPACTION TES'T'ING
Unit Weight and Moisture Content Determinations: Each undisturbed sample was weighed and measured in order
to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its
moisture content_ This was used in order to determine the dry density of the soil in its natural condition. The results
of this testing are shown on the Boring Log.
Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum
density determinations. This testing was performed in accordance with the ASTM Standard D1557-41, Test Method
A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to
the field densities of the soil in order to determine the existing relative compaction to the soil. This is shown on the
Boring Log, and is useful in estimating the strength and compressibility of the soil..
Classification Testing
: Soil samples were selected for classification testing. This testing consists of mechanical grain
size analyses and Atterberg Limits determinations. These provide information for developing classifications for the
soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups
having similar engineering characteristics. The results of this test are very useful for detecting variations in the soil
and in selecting samples for further testing.
SOIL MECHANIC'S TESTING
Direct Shear Testing: One bulk sample was selected for Direct Shear Testing. This testing measures the shear
strength of the soil under various normal pressures and is used in developing parameters for foundation design and
lateral design. Testing was performed using recompacted test specimens, which were saturated prior to testing.
Testing was performed using a strain controlled test apparatus -with normal pressures ranging from 800 to 2300
pounds per square foot.
Expansion Testing: One bulk sample was selected for Expansion testing. Expansion testing was performed in
accordance with the UBC Standard 18-2. This testing consists of remolding, 4 -inch diameter by 1 -inch thick test
specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples
are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the
specimens are inundated with distilled water. The linear expansion is then measured until complete.
Consolidation Testing relatively undisturbed samples were selected for consolidation testing. For this testing
one -inch thick test specim are subjected to vertical loads varying from 575 psf to 11520 psf applied progressively.
The consolidation at each oad increment was recorded prior to placement of each subsequent load. The specimens
were saturated at the 575 sf or 720 psf load increment.
APPENDIX C
2001 California Building Code with 1997 UBC Seismic Design Criteria
Project No. 544-4810
05-01-101
2001 CALIFORNIA BUILDING CODE SEISMIC DESIGN INFORMATION
The California Code of Regulations, Title 24 (2001 California Building Code) and 1997 Uniform
Building Code, Chapter 16 of this code, contain substantial revisions and additions to earthquake
engineering design criteria. Concepts contained in the code that will be relevant to construction of
the proposed structures are summarized below.
Ground shaking is expected to be the primary hazard most likely to affect the site, based upon
proximity to significant faults capable of generating large earthquakes. Major fault zones considered
to be most likely to create strong ground shaking at the site are listed below.
Fault Zone
Approximate Distance
From Site
Fault Type
(1997 UBC)
San Andreas
8.9 km
A
San Jacinto30.9
km
A
Based on our field observations and understanding of local geologic conditions, the soil profile type
judged applicable to this site is Sv, generally described as stiff or dense soil. The site is located within
UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic
mitigation for new construction upon adoption of the 1997 code.
Sladden ,Engineering
Near -Source
Near -Source
Seismic
Seismic
Seismic
Acceleration
Velocity
Coefficient
Coefficient
Source
Factor, Na
Factor, Nx
Ca
Cll
San Andreas
1.04
1,29
0.44Na
0.64N,.
San Jacinto
1.0
1.0
0.44N.
0.64N-
Sladden ,Engineering