BRES2018-0255 Geotechnical UpdateO Sladden
Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 9220] (76(1) 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, Hemel, CA. 92543 (951) 766-8777 Fax (951) 766-8778
May 7, 2018
Project No. 544-18135
18-04-209
Kristi Hanson Architects
72-185 Painters Path, Suite A
RECEIVEI)
Palm Desert, California 92260
JUL. 13 2018
Subject: Geotechnical Update
Project: Proposed Custom Residence
CITY OF LA gUIpiTA
COMMUIVITYDEVELOPMENT
81-303 Columbus Way — Lot lOB
The Madison Club
La Quinta, California
Ref: Geotechnical Investigation Report
28, 2005; Project No. 544-4810, Report
prepared by Sladden Engineering dated January
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
In accordance with your request, we have reviewed the above referenced geotechnical reports as
they relate to the design and construction of the proposed custom residence to be constructed on
the site located at 81-303 Columbus Way (identified as Lot 10B) 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 pads. 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 falls within the previously assumed building
envelope. The building area should be cleared of surface vegetation, scarified and moisture
conditioned prior to precise grading. The exposed surface should be compacted to a minimujn 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.
Slaelden Engineering
w w w. Sl ad den elrgi n eerhig, c o m
May 7, 2018 -2- Project No. 544-18135
18-04-209
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 2016 (CBC) classification criteria.
Sladden has reviewed the 2016 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 2016 CBC or ASCE7. According to the
2016 CBC, Site Class D may be used to estimate design seismic loading for the proposed
structures. The 2016 CBC Seismic Design Parameters are summarized below.
Risk Category (Table 1.5-1): I/II/I1I
Site Class (Table 1613.3.2): D
Ss (Figure 1613.3.1): 1.522g
S1 (Figure 1613.3.1): 0.719g
Fa (Table 1613.3.3(1)): 1.0
Fv (Table 1613.5.3(2)): 1.5
Sms (Equation 16-37 {Fa X Sal): 1.522g
Sm1 (Equation 16-38 {Fv X Si)); 1.079g
SDS (Equation 16-39 (2/3 X Smsl): 1.014g
SDI (Equation 16-40 (2/3 X Sm1 j): 0.719g
Seismic Design Category; D
Sladden Engineering
www. Sladdenenzin eerie p. cam
May 7, 2018
-3-
Project No. 544-18135
18-04-209
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. The testing indicated soluble
sulfate content of 2500 ppm (0.250 percent) that corresponds with the "severe" exposure category
in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistant concrete
mixes will be required. Structural concrete in contact with the soil should have a minimum
compressive strength of 4500 psi and a maximum water -cement ratio of 0.45.
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. Anders14
Principal Engineer
SER/gvm
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BRETT L. 21
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A SON G
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No. C4 39 rr
1
E9/30/18 xp.rr
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CIVIL
s%
ENGINEERING >f.�
Copies: 4/ Kristi Hanson Architects
Sladden Engineering
www.Sladdenengiiieering.com
6 0 9/)�5
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continuity between the Investigation/reporting stage
Please verify that soils reports contain all of the above information. In addition, to assure
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 Quiinta Geotechnical Report Checklist
Does the "Conclusions and Recommendations" following criteria? section of the report address each of the
"Address" means:
(a) the criterion is considered significant and mitigation measure(s) no or;
(la) the criterion is considered insignificant and explicitly so stated.
NO Gilterion
® Foundation criteria based upon bearing capacity of natural or compacted soil_
Foundation criteria to mitigate the effects of expansive soils.
Foundation criteria based upon bearing capacity of natural or compacted soil_
Foundation criteria to mitigate the effects of liquefaction.
® Foundation criteria to mitigate the effects of seismically induced differential
settlement.
® Foundation criteria to Mitigate 9 the effects of long-term differential settlement_
® Foundation criteria to mitigate the effects of varying soil strength.
Foundation criteria to mitigate expected total and differential settlement.
Any -No- answers to the above checklist shou corrections. ld be noted as specific required
BRETt.
/ mDERSON
�1
G
No. C45U9
FXP.9l3011S
rr
ENGINEERING
rr
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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: May 4, 2018
Account No.: 544-18135
Customer: Kristi Hanson
Location: Madison Club, Lot 1013, 81-303 Columbus Way, La Quinta
Sulfate Series
Analytical Report
Soluble Sulfates
per CA 417
ppm
2500
RECEIVED
JUL 13 2018
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
Soluble Chloride
per CA 422
ppm
M
ojs�
Sulfate 544-18135 050418 C—F-69
TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE CONDMONS
MINIMUM %c,
MAXIMUM
NORMAL -WEIGHT AND
WATER-CEMENTITIOUS
LIGHTWEIGHT
MATERIALS RATIO, BY
AGGREGATE CONCRETE,
WEIGHT, NORMAL -WEIGHT
pal
EXPOSURE CONDITION
AGGREGATE CONCRETE
x 0.00689 for MPa
Concrete intended to have low permeability when
exposed to water
1 0.50
1 4,000
Concrete exposed to freezing and thawing in a moist
condition or to deicing chemicals
0.45
4,500
corrosion protection for reinforced concrete
exposed to chlorides from deicing chemicals, salts or
I0For
brackish water, or spray From these sources
.40
5,000
TABLE 19-A-3—REQUIREMENTS FOR CONCRETE
EXPOSED TO SULFATE -CONTAINING SOLUTIONS
NORMAL -WEIGHT
AGGREGATE
LIGHTWEIGHT
AGGREGATE
CONCRETE
Maximum Water-
V Normal-
VM1
WATER- SOLUBLE
Camenliflous
Maledsts Ratio, by
Ight and
Ughtwelght
SULFATE
SULFATE
IN BY
PERCENTAGE
Weiql'+f.
Nog ai wale ht
Aggregate
Concrete, psi'
EXPOSURE
By
WEIGHT
SULFATE (SO4) IN
WATER, ppm
CEMENT TYPE
Conereter
x 0.00689 for MPa
Negligible
0.001-0.10
0-150
Moderate2
0.10-0.20
150-1,500
II, IP(MS), IS
0.50
4,000
(MS)
Severe
0.20-2.00
1,500-10,000
V
0.45
4,500
Very severe
Over 2.00
Over 10,000
V plus
0.45
4,500
pozzolan3
^ iuw« wa., ccsncuunuus maienafs ratio or risgher strength may be required for low permeability or for protection
against corrosion of embedded i:ems or freezing and drawing ("Table 19-A-2)-
2SCawater,
3Pozzolan that has been determined by test or service record to improve sulfate resistance when used in concrete con-
taining Type V cement.
264
Sladden
August 23, 2018
Engineering
45090 Gulf Center Parinvay, Suite F. 3ndio, CA 92201 (760) 063-0713 Fax 1760) 8634847
6782 Sian [on Avenue, 5ua C, Buena Purk, CA 90621 (714) 523.0952 Fax (714) 5 23 -13 69
450 Egan Avenue, Seuumont, CA 92223 (951) 845-7743 Fux (951) 945,8863
800 E. Florida Avenue, 1•lerne t, CA 92543 (951) 766.8777 Fax (951) 766-8778
KHA Architects
72-185 Painters Path, Suite A
Palm Desert, California 92260
Project: Custom Residence
81303 Columbus Way
Madison Club
La Quinta, California
Subject: Foundation Plan Review
Project No. 544-18135
18-08-561
RErry.. ,
SEP 0 5 2018
CITY OF I.A0.'ilA'rJ\
COMMUNITY DEVELOPPIENT
Ref: Geotechnical Update prepared by Sladden Engineering dated May 7, 2018; Project
No. 544-18135, Report No. 18-04-209
In accordance with your request, we have reviewed the Foundation Plans and Details prepared
by Young Engineering. The plans reviewed were prepared for the custom residence proposed
for the site located at 81303 Columbus Way within the Madison Club development in the City of
La Quinta, Califomia. Based on our review, it is our opinion that the recommendations provided
in the above referenced Geotechnical Update as well as previous geotechnical reports have been
properly incorporated into these plans.
If you have questions regarding this memo or the referenced report, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
w E3Rl=T1 L.
ANDERSON 0
Brett L. Anderson 0 No. C45389 i�_;
Ul Principal Engineer 9/30/18 m
P g CIVIL M
zt ENGINEERING ~k
Letter/ra �gtiQr
aF CAl-1�
Copies: 4 / KHA Architects
Sladden Eitgitteerirtg
rvwrv.Sladdetteitguteering.cont
Sladden
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, L,LC
80-349 Via Mirasol
La Quinta, California 92253
Project: Madison Club - Tract 33076
N WC Avenue 54 and Monroe Street
La Quinta, California
Subject: Report of Observations and Testing During Rough Grading
Project No. 522-4810
06-02-120
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, 2003 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.
RECEI1iki
'JUL 13 2018
CITY OF LA QUINTA
COMMUNITY )VEViELOPMENT
rs �C
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. Contiguous
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
pressure: of 1500 psf and 1800 p.5f, 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 {UBQ classification criteria.
If there are any questions regarding this report or the testing summarized herein, please contact
the undersigned.
Respectfully submitted
SLADDEN ENGINEERING
to A Npc,�,,
Brett L.. n e n
Principal Engineer Exp. 913006
dr 'r
Grading/lh S'T CIvl�-
Copies 4/East of Madison, LLC
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Test No, I Date Tested I LooatiOn
1
2
3
4
5
7
9
10
1.1
12
04�22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
04-22-05
13
04-25-05
14
04-25-05
15
04-25-05
16
04-25-05
17
04-25-05
18
04-23-05
19
04-25-05
20
04-25-05
21
04-25-05
22
04-25-05
23
04-25-05
24
04-25-05
25
04-25-05
26
04-25-05
27
04-25-05
28
04-25-05
29
04-25-05
30
04-25-05
31
04-25-05
32
04-25-05
33
04-25-05
34
04-25-05
Building Pads
Lot 8A back half
Lot $A back half
Lot 8A front half
Lot $A 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 half
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
Lot 1.5.A front half
Lot 13A back half
Lot 13A back half
Lot 13A front half
Lot 13A front half
Lot 12A front ha If
Lot 12A front half
TEST RESULTS
PROJECT NO: 5224810
REPORT NO: 06-02-120
Elevation � DTY Tensity+ % Moisture
In Place _I In Place
994
992
994
992
994
992
994
991
992
993
993
988
990
995
993
996
998
1000.5 1
98.5 1
991
993 1
991
993
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
991
105.3
993
1.09.1
992
104.2
994
104.0
996
"109.6
998
103.9
992
1 109.9
994
107.2
1002.5
1 109.7
1004.5
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
1.0.4
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
Relative J Maximum
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
1.3.0.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
1 110.0
1 110.0
11.0.0
110.0
120.0
110,0
110.0
110.0
110.0
110.0
110.0
110.0
f 110.0
i 110.0
? 110.0
110.0
110.0
110.0
110.0
j 110.0
11.0.0
110.0
1.10.0
i
DATE: March 2, 2006
Sladden Enflirtot;,.o
PROJECT NAME'. Madison Club
LOCATION: La Quinta, California
Test No. Date'rested ! Location
I
35
36
37
38
39
40
41.
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26.05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-26-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I Dry Density l % Moisture I Relative Maximum
In Place i In Place com action Ilensi
over -excavation
Lot 15A back half
995
109.7
11.1
99
110.0
Lot 15A back half
997
109.4
4.8
99
110.0
Lot 1.4A back half
999
109.4
11.9
99
110.0
Lot 14A back half
1001
105.8
12.0
96
'110.0
Lot 13A back half
1000
107.3
13.5
97
110.0
Lot 13A back half
1002
103.3
7.6
94
110.0
Lot 12A back half
1000
109.5
7.3
99
110,0
Lot 12A back half
1000
109.6
6.1
99
110.0
Lot 11A back half
995
104,7
9.6
95
1100
Lot 11A back half
997
108.9
9.3
99
110.0
Lot 10A back half
995
109.6
13.0
99
110.0
Lot 10A back half
997
107.5
14.4
98
110.0
Lot 9A back half
996
109.1
9.4
99
110,0
Lot 9A back half
998
108.9
7.8
99
110.0
Lot 8A back half
996
109.9
13.8
99
11.0.0
Lot 8A back half
998
106.9 1
11.7
97
110.0
Lot 8 B
993.3
99.0
21.2
90
1.1.0.0
Lot 8 6
994.3
103.6 1
10.9
94
110.0
Lot 6 B
994.6
99.9
1.4.3
91
110,0
Lot 6 B
996.6
108.0
9.5
98
110.0
Lot 6 B
994.0
99.2
12.9
90
110.0
Lot 6 B
996.0 !
103.9
13.7
94
110.0
Lot 4 B
995.3
90.3
9.3
82
110.0
Lot 4 B
995.3
103.4
1.1.3
94
11.0.0
Lot 5 B
996.3
99.2 `
15.8
90
110.0
Lot 5 B
994.0
1.05.3
12.0
96
110.0
Lot 8 A front half
996
109.6
8.2
99
110.0
Lot 8 A front half
998
109.3
8.6
99
110.0
Lot 9 A front half
996
107.7
9.7
97
110.0
Lot 9 A front half
998
102.1
8.4
93
110.0
Lot 13 A front half
994
1.03,9
8.8
94
110.0
Lot 13 A front half
996
105.4
10.1
96
1 11.0.0
!
Lot 13 A front half
990
1 101.8
9.3
93
110.0
Lot 13 A front half
992
` 106.9
11.4
97
110.0
Lot 13 A front half
994
104.5
8.3
95
110.0
Lot 13 A front half
996
1.05.8
1 13.1
96
110.0
wt 13 A front half.
997
108.1
11.4
98
110.0
Lot 13 A front half
998
106.8
10.9
97
110.0
Lot 13 A front half
994
106.1
9.8
96
120.0
Lot 13 A front half
995
103.8
8.6
94
110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I
Date Tested Location
I
75
76
77
78
79
80
81
82
83
84.
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
1.07
108
1.09
110 f
11.1.
112
113
114
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
04-27-05
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture
In Place In Place
Lot 17 A front half
993.5
Lot 26 A front half
988
Lot 26 A front half
990
Lot 25 A front half
988
Lot 25 A front half
990
Lot 24 A front half
988
Lot 24 A front half
990
Lot 8 A Back half
994.5
Lot 8 A Back half
996.5
Lot 9 A Back half
994
Lot 9 A Back half
996
04-28-05
Lot 24 A back half
989
04-28-05
Lot 24 A back half
991
04-28-05
Lot 25 A back half
993
04-28-05
Lot 25 A back half
993
04-28-05
Lot 26 A back half
993
04-28-05
Lot 26 A back half
995
04-28-05
Lot 24 A front half
992
04-28-05
Lot 24 A front half
994
04-28-05
I Lot 25 A front half
992
04-28-05
Lot 25 A front half
994
04-28-05
Lot 20 A front half
992
04-28-05
Lot 20 A front half
994
04-28-05
Lot 21 A front half
992
04-28-05
Lot 21 A front half
994
04-28-05
Lot 22 A front half
992
04-28-05
Lot 22 A front half
994
04-28-05
Lot 26 A front half
992
04-28-05
Lot 26 A front half
994
04-28-05
Lot 24 A Back half
993
04-28-05
Lot 24 A Back half
995
04-28-05
Lot 25 A Back half
996
04-28-05
1 Lot 25 A Back half
998
04-28-05
Lot 26 A Back half
996
04-28-05
Lot 26 A Back half
998
04-29-05
Lot 16 A Back half
994.5
04-29-05
Lot 16 A Back half
996
04-29-05
Lot15 A Back half
996
04-29-05
Lot 14 A Back half
999
04-29-05
Lot13 A Back half
999
106.1
103.0
105.6
101.5
102.8
100.3
"102.5
106.9
104.7
107.0
105.3
103.0
104,4
99.6
105.3
98.7
106.6
102.5
110.3
103.6
100.5
108.6
109.6
108.7
102.8
107.2
100.6
109.1
107.7
'101.7
105.4
106.8
'101.3
105.5
100.9
102.4
[ 00.'1
97.0
104.5
101.8
9.8
6.9
7.2
8.1
7.9
9.1
8.0
10.5
12.5
11.6
13.4
9.6
12,9
10.3
7.4
6.7
11.6
13.3
10.8
11.5
10.3
9.1
6.4
7.1
5.5
5.1
11.5
9.5
7.8
9.8
9.8
11.3
6.7
6.3
7.3
8.3
7.6
10.8
12.9
9,0
Relative Maximum
)m action Densiuv
96 11.0.0
94 110.0
96 110.0
92 110.0
93 110.0
91 110.0
93 110.0
97 110.0
95 110.0
97 ; 1'10.0
96 ? 110.0
94 110.0
95 110.0
91 110.0
96 110.0
90 110.0
97 110.0
93 i 110.0
91 110.0
94 110.0
92 110.0
99 110.0
99 110.0
99 110.0
93 110.0
97 110.0
91 110.0
99 110.0
98 + 110.0
97 110.0
96 110.0
97 110.0
92 110.0
96 110.0
92 110.0
93 110.0
91 110.0
881, 110.0
95 f 110.0
93 110.0
DATE: March 2, 2006
.S1&dd &Y1 Fni+rnvarrna
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. ; Date Tested Location
115 04-29-06
116 04-29-05
117 04-29-05
118 04-29-05
119 04-29-05
120 04-29-05
121 04-29-05
122 j 05-02-05
123 i 05-02-05
124 05-02-05 1
125 05-02-05
126 05-02-05
127 05-02-05
1.28 05-02-05
1.29 05-02-05
130 05-02-05
131 05-02-05
132 05-02-05.
1,33 05-02-05
134 05-02-05
135 05-02-05
136 05.02-05
137 05-02-05
138 05-02-05
1.39 I 05-02-05
140 05-02-05
141 05-02-05 `
142 i 05-03-05
143 05-03-05
144 ! 05-03-05
145 05-03-05
146 E 05-03-05
147 05-03-05
148 05-03-05
149 05-03-05
150 05-03-05
151 05-03-05
152 05-03-05 I
153 05-03-05
154 ' 05-03-05
Lot 21 A Back half
Lot 21 A Back half
Lot 20 A Back half
Lot 20 A Back half
Lot 1.8 A Back half.
Retest ✓R 57
Lot 4 B Back half
'Lot 21 A Back Half
Lot 21 A Back Half
Lot 23 A Back Half
Lot 23 A Back Half
1.ot 21 A Front Half
Lot 21 A Front Half
Lot 24 A Back Half
Lot 24 A Back Half
Lot 24 A Back Half
Lot 24 A Back Half
Lot 24 A Center
Lot 25 A Center.
Lot 26 A Center
Lot 24 A Front Half
Lot 25 A Front Half
Lot 26 A 'Front Half
Lot 23 A Front Half
Lot 23 A .Front Half
Lot 22 A Front Half
Lot 22 A Front Half
Lot 20 A Front Half
Lot 20 A Back Half
Lot 20 A Back Half
Lot 25 A Back Half
Lot 25 A Back Half
Lot 25 A Front Half
Lot 25 A Front Half
Lot 24 A Front Half
Lot 24 A Front Half
Lot 23 A Front Half
Lot 23 A Front Half
Lot 22 A Back Half
Tot 22 A Back Half
Elevation
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Dry Density % Moisture
In Place I In Place
992.2
99.6
994
99.1
993.2
103.2
994.5
102A
995.6
94.1
1.06.0
997
107.5
995
102.9
996.5
101.5
993
108.1
995
103.2
996
107.6
997.5
103.7
996
106.3
997.5
100.9
998.5
104.6
999.5
101.9
994
106.3
993
105.1
994
105.8
995.5
101.8
995.5
106.6
996
105.0
994
106.3
996
100.9
99515
104.6
996.5
101.9
996
95.4
996
107,1
997.5
104.7
999
103.5
1000
101.3
997
99.9
999
"108,2
997
99.5
999
99.2
998
106.4
1000
101.0
997
1.04.9
999
109.4
Relative I Maximum
I
10.8
91
11.1
90
8.8
94
10,1
93
12.8
86*
9.1
96*w
12.2
98
17.4
93
9,8
92
7.4
98
13,1
96
9.5
98
6.9
94
14.0
97
12.8
92
15.1 `
95
13.2 I
93
14.1
97
12.2
96
13.5
96
10.4
93
13.0
97
11.9
95
'14,0
97
12.8
92
1.5.1.
95
13.2
93
25.1
$1 I
8.8
97
11.4
95
16.9 I
94
:17.4
92
17.1
90
7.7
98
16.0
90
20.1 i
90
14.6
97
15.2
92
14.9
95 1
11.7
99
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
110.0
110,0
110.0
1.10.0
110.0
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
1.10.0
110.0
110.0
110.0
110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
t et No. I Date Tested I Location
155
05-03-05
156
1 05-03-05
157
05-03-05
158
05-03-05
159
05-03-05
160
05.03-05
161
05-03-05
162
05-03-05
163
05-03-05
164
05-03-05
Lot 23 A Back Half
Lot 23 A Back Half
Retest # 142
Lot 20 A Center
Lot 21 A Center
Lot 21 A Center
Lot 22 A Center'
Lot 22 A Center
Lot 23 A Center
Lot 24 A Center
165
05-04-05
I 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
05-04-05
Lot 54 A Front Half
170
05-04-05
Lot 54 A Front Half
177
05-04-05
Lot 53 A Front Half
172
05-04-05
Lot 2 A Back Half
173
05-04-05
Lot 1. A Back Half
174
05-04-05
Lot 1 A Back Half
175
05-04-05
Lot 1 A Center
176
05-04-05
Lot 1 A Center
177
05-04-05
Lot 2 A Center
178
05-04-05
Lot 2 A Center
7.79 i
05-04-05 !
Lot 2 A Front Half
180
05-04-05
Lot 2 A Front Half
181
05-04-05
Lot 1 A. Front Half
1.82 '
f
05-04-05
Lot 1 A Front Half
183 ,
05-05-05-
Lot 2 A Front Half
184
05-05-05-
Lot 2 A Front Half
183
05-05-05-
Lot 1 A Front Half
1.86
05-05-05-
Lot 1 A Front Half
187
05-05-05-
Lot 1 B Back Half
188
05-05-05- 1
Lot 1 B Back Half
189
05-05-05
Lot 1 B Center
1.90
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
TEST RESULTS
Elevation Dry
In
996
I
102.9
998
100.6
101.4
998
103.9
996
99,9
997.5
109.7
995
106.3
997
107.1
996
108.7
998
109.1
988.7
107,7
990
99.1
988.3 1
105.8
990.5 '
102.5
990
105A
992
101.7
987.5
105.4
993
106.0
993.5
108.1
995
101.3
993.5
108.4
995
99.8
991
106.4
992.5
98.9
992.5
109.6
994
104.0
992
108.9
993.5
105.9
992.5
994.5
992
994
999
1001
1000
1002
997
999
998
1000
109.6
104.0
108.0
105.9
104.E
99.3
101.9
102.2
105.9
100.5
109.6
107.2
PROJECT NO: 522-4810
REPORT NO: 06-02-120
�( %Moisture
Relative
} Maximum
In PIacC j
Compaction
j Densi
16.8
93
110.0
12.9
91
110.0
9.5 +
92**
1,1.0.0
12.2
94
110.0
13.6 1
91
110.0
11.3
99
110.0
14.1
96
110.0
15.0
97
110.0
11.3
99
17(I.0
14.2
I
99
110.0
6.9
14.8
6.7
7.8
6.8
10.0
8.7
8.2
7.8
6.6
7.6
11.5
5.8
9.4
8,3
6.1
7.7
5.9
8.3
4.3
7.7
4.4
:1.3.6
14.5
11.1
12.9
13.8
11.4
11.5
5.9
98
90
96
93
96
92
96
96
98
92
98
90
97
90
99
94
99
96
94
94
99
96
95
90
93
93
96
91
99
97
110.0
11.0.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
II 110.0
170.0
110.0
11.0.0
110.0
110.0
i 110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
1.10.0
110.0
DATE: March 2, 2006
Sladdern F-m-minvorinn
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. Date Tested Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density' °r6 Moisture - Relative Maximum
I In Place In Place I Compaction Densit
195
05-05-05
Lot 2 B Front Half
997
1100.1.
8•8
196
05-05-05
Lot 2 B Back Half
1000
103.1
11.4
197
05-05-05
Lot 2 B Back Half
1002
102.8
12.1
198
05-05-05
lyot 3 8 Back Half
999
104,5
10.2
199
05-05-05
Lot 2 A Back Half
993
106.0
8.2
200
05-05-05
Lot 1 A Back Half
993.5
109,1
7,8
201
05-05-05
Lot 1 A Back Half
995
101.3
3.4
202
05-05-05
l..ot 1 A Center
993
108,4
7,6
203
05-05-05
Lot 1 A Center
995.2 1
99.8
11.52
204
05-05-05
Lot 2 A Center
991
106.4
4.5
205
05-05-05
Lot 2 A Center
993 1
98.9
9.4
206
05-06-05
Lot 54 A Front Ialf
993 i
109.1
9.1
207
05-06-05
Lot 53 A Front Half
991.5
107.9
12.6
20S '
05-06-05
Lot 52 A Front Half
992
100.9
17.4
209
05-06-05
Lot 51 A Front Half
991 n
103.5
8.8
210
05-06-05
Lot 54 A Front Ha If
991
104.9
13.6
211
05-06-05
Lot 54 A Back Half
992.5
98.6
12.0
212
05-06-05
Lot 53 A Back Half
988.5
104.3
1.3.6
213
05-06-05
Lot 53 A Back Half
990
101.0
15.8
214 i
05-06-05
Lot 52 A Back Half
988.5
105.3
16.1
215
05-06-05
Lot 52 A Back Half
990
107.5
1.0:0
216
05-06-05
Lot 51 A Back 1-ialf
990.5
105.9 `
17.1
217 i
05-06-05
1 Lot 51 A Back Half
992
107.6
16.9
i
218 l
05-09-05
Lot 18 A Front
994
108.9
16.1
219
05-09-05
Lot 18 A Front
996
106.1
12.5
220
05-09-05
Retest # 119
109.7
11.5
221. {
05-09-05
Lot 18 A Back
999
107.9
13.8
222
05-09-05
tot 1.9 A Front
996.5
106.1
8.5
223
05-09-05
Lot 19 A Front
997.5
102.8
8.6
224
05-09-05
Lot 19 A Back
997
1.04.9
14.1
225
05-09-05
Lot 19 A Back
997
106.4
14.8
226
05-09-05
Lot 21 Front
998.5
106.1
1.3.3
227
05-09-05
Lot 21 Front
999.5
105.7
12.9
228
05-09-05
Lot 21 Back
998
1 99•1
6'1
i
229 `
05-09-05
Lot 21 Back
1000
98.8
5.2
230
05-09-05
Lot 4 B Back
997
99.0
9.7
231
05-09-05
Lot 4 B Back
999
104.5
5,6
232
05-09-05
Lot 4 B Front
997
105.6
7.7
233
05-09-05
i Lot 4 B Front
999
105.1
7.8
234 �
05-09-05
Lot 7 B Back
996
1 104.1
9.0
91,
99
93
95
96
99
92
98
90
97
90
99
98
92
94
95
90
95
92
96
98
96
98
99
96
99**
98
96
93
95
97
96
96
90
90
90
95
96
95
95
110.01
110.0
110.0
1.1.0.0
110.0
1.10.0
110.0
110.0
110.0
110.0
11.0.0
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
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
REPOWf NO: 06-02-120
Test No.
Date Tested
Location
Elevation
ityll'
2�InPlace
% Moisture Relative
Maximum
f
In Place Com action
Denaity
235
05-09-05
Lot 7 B Back
994
103.9
8.6
94
110.0
236
05-09-05
?
Lot 7 B Front
996
107.7
13.7
98
110.0
237
05-09-05
Lot 7 B Front
994
103.2
5.3
99
' 110.0
238
05-09-05
Lot 8 B Front
994
98.9
7.6
1 91
110,0
239
I
05-09-05
Lot 8 B Front
996
1,03.6
8.3
94
110.0
240 1
05-10-05
Lot 44 A Front
991
1.U4.6
11.9
I
95
110.0
241
05-10-05
Ixt• 4.5 A Front
991.5
100.5
13.8
91
110.0
242
05-10-05
Lot 46 A Front
993.5
94,1
:13.5
86"
110.0
243
05-10-05
Lot 51 A Front
993
101.1
16.9
! 92
244
05-10-05
Lot 51 A Front
995
99.6
11,2
90 i
110.0
245
05-10-05
Lot 52 A Front
994
104.5
16.5
95 f
110.0
246
05-10-05
Lot 52 A Front
996
703.5
1.0.6
94
110.0
110.0
247
05-10-05
Lot 53 A Front
993.5
108.8
14.8
99
11.0.0
248
05-10-05
Lot 53 A Front
995
708,0
13.3
98
110.0
249
05-10-05 i
i
Lot 54 A Front
993.5
1092
1.7.0
99
110.0
250
05-10-05
Lot 54 A Front
995
108.9
13.0
99
110.0
251
05-10-05
Lot 54 A Back
993.5
108,7
17.2
99
110.0
252 1
05-1.0-05
Lot 54 A Hack
995
108.4
16,0
99
110,0
253
05-10-05 I
Lot 53 A Back
993
102.7
11.9
93 '
11 a:0
254
05-10-05
Lot 53 A Back
995 �
99.1.
8.5
90
110.0
255
05-10-05
Lot 52 A Back
994
108.0
13.2
98
256 f
1
05-10-05
Lot 52 A Back
995.5
108.1
11.3
98
110.0
110,0
257
05-10-05
Lot 89 B Back
984.5
100.5
14,3
91,
110.0
258
05-10-05
Lot 8913 Back
986
104.4
111,
95
259
05-10-05
Lot 90 B Back
985 �
1.04,5
14.8
95
110.0
260
05-10-05
Lot 90 13 Hack
987
109.7
6.3
99
110.0
261 i
05-10-05
I
Lot 91 B Back
982
1.04.6
12.8
95
1.10.0
262
i
05-10-05
Lot 91 B Back
984
ll
1.08,1 I
11.3
98
71.(?.0
110,0
263
05-10-05
Lot 4. B Back
1003
98.9
12.7
i
90
71U.0
264
f
05-10-05
Lot 3 B Front
1001
1073 F
1
6.8
97
110.0
265 '
!
05-11-05
Lot 4 B Front
I
1003
104.3 j
9.9
95
�
11.0.0
266
05-11-05
Lot 4 B Frot
n
1004
109,5 i
4.0
99
110,0
267 +
05-11-05 1
Lot 4 B Front
1005
103.2
13.9
'. 96
110.0
268 {
!
05-11-05
Lot 3 B Front
1003.5 I
106.5
16.1
97 1
110 U
269
05-11-05
Lot 3 B Front
1004.2
109.5
11,6
98
110.0
270 i
05-11-05
Lot 3 B Front
1005.5
108.0
7.0
96
110,0
271 i
05-11-05
Lot 4 B Back
1004
107.7
7.3
98
110.0
272
05-11-05
Lot 4 B Back
1005.5
109.8
5.4
99
11U.0
273
05-71-05
Lot 4 B Sack
1007
104.4
5.8
95 i
110.0
274
05-1.1-05
Lot 3 B Back
1003
106.6
77..4
I 97
110.0
DATE: March 2, 2006
Sladden E�:¢inPnrfito
TESL' 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
I
In Place
Ii
in Place
275
I
05-11-05
1 Lot 3 B Back
1004
108.3
9.1
276
05-11.-05
Lot 3 B Back
1005.5
107.9
7.0
277
05-11-05
Lot 46 A Front
993 4
100.9
6.3
278
05-11-05
Lot 49 A Back
898
107.1
10.2
279
05-11-05
Lot 49 A Back
991
108.1
8.5
280
05-11-05
Lot 50 A. Back
989.5
1.01.5
16.3
281 ;
05-11-05
Lot 50 A Back
991
107.4
7.4
282
05-11-05
Lot 51 ,A Back
991
109.6
9.8
283
05-11-05
Lot 51 A Back
993
101.6
9.3
284
05-11-05
Lot 44 A Back
991
103.9
13.0
285
05-11-05
Lot 48 A Front
991
105.1
11.4
286
05-11-05
Lot 48 A Front
992
100.9
10.2
287
05-11-05
Lot 49 A Front
991
10
�II
' 9.9
288
05-11-05
Lot 49 A Front
992
1010 .
18
289
05-11-05
Lot 50 A Front
992
I 100..5
.
111.0
290
05-11-05
Lot 50 A Front
993
i 0
.7
291
05-11-05
Retest # 242
991..5
7 01.4
9.0
292
05-1.2-05
! Lot 50 A Back
993
107.6
12.5
293
05-12-05
j Lot 50 A Back
994.5
109.2
9.1
294
05-12-05
Lot 49 A Back
991
105.1
13.1
295
05-12-05
Lot 49 A Back
993
104.4
13.9
296
05-12-05
Lot 51 A Front
997
108.9
10.5
297
05-12-05
Lot 51 A Front
999
105,9
1.0.6
298 4
05-12-05
i Lot 54 A Front
997.5
104.0
14.1
299
05-12-05
1 Lot 54 A Front
999.5
100.5
5.1
300
05-12-05
Lot 59 A Front
997
1 106,4
'14.8
301
05-12-05
Lot 53 A Front
999
1 98.9
11.2
302
05-12-05
Lot 53 A Back
994.5
107.6
12.7
303 ';
05-12-05
Lot 53 A Back
996.5
106.5
13.4
304
05-1.2-05
Lot 54 ,A Back
997
108.3
8.7
305
05-12-05
1 Lot 54 A Back
998.5
99.3
12.5
306 i
05-12-05
Lot 1 A Back
996
100.8
E 10.4
307
05-12-03
Lot 2 A Back
995
101.3
11.2
308
f15-72-05
Lot 2 A Front
996
99.5
9.0
309
05-12-05
Lot 52 A Front
996
1 q6.7
1,4.3
310
05-12-05
Lot 49 A Front
992.5
105.3
12.5
311
05-12-05
Lot 50 A front
994
103.8
10.9
312
y 05-12-05
Lot 31 A Front
991..5
y 100.3
1.0.6
313
05-12-05
l..ot 31 A Front
992.5
103.5
10.4
314
05-12-05
Lot 30 A Front
991
102.1
8.7
Relative
98
98
92
97
98 I
92
98
99
92
94
96
92
93
92
93
91
92*w
98
99
95
95
99
96
95
92
97
90
98
97
98
90
92
92
99
96
96
94
91
94
93
Maximum
110A
110.0
110.0
110.0
11.0.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
11.0.0
110.0
1101)
11.0.0
110.0
110.0
110.0
110.0
110.0
11.0.0
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
� 710.0
110.0
110.0
110.0
l
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Te,it No, J Date Tested Location
I I
315
05-13-05
Lot 2 B Front
316
05-13=05
Lot 2 B Center
317
05-1.3-05
Lot 2 B Front
318
05-13-05
Lot 1 B Front
319
05-13-05
Lot 1 8 Front
320
05-13-05
Lot 1 B Center
321 +
05-1.3-05
Lot 1 B Back
322 J
05-13-05
Lot 1 B Back
323 1
05-13-05
Lot 1 8 Center
324
05-13-05
Lot 2 B Back
325
05-1.3-05
foot 213 Back
326
05-13-05
Lot 2 B Center
327
05-1.3-05
Lot 17 A Back
328
05-13-05
Lot 17 A Back
329
05-13-05
Lot 3.7 A Center
330 '
05-13-05
Lot33 A Front
331
05-13-05
Lot 32 A Center
332
05-13-05
Lot 32 A Center
333
05-13-05
Lot 14 A Back
334 j
05-13-05
Lot 13 A Back
33.5
05-16-05
Retest # 112
336
05-16-05
Lot 15 A Back
337
05-16-05
Retest # 333
338
05-16-05
Lot 14 A Back
339
05-16-05
1.ot 14 A Center
340
05-16-05
Lot 13 A Back
341 '
05-16-05
Lot 13 A Back
342
05-16-05 i
Lot 13 A Center
343
05-16-05
Lot 15 A Front
344
05-16-05
Lot 15 A 'Front
345 i
05-16-05 i
Lot 15 A Center
346 !
05-16-05
Lot 14 A Front
347
05-16-05
Lot 14 A Front
348
05-16-05
Lot 15 A Center
349
05-16-05
1_,ot 13 A Front
350 =
05-16-05
Lot 13 A Front
351
05-16-05
Lot 13 A Front
352
05-17-05
353
05-17-05
354
05-17-05
Lot 17 A Center
Lot 1.6 A Back
Lot 15 A Back
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation ' Dry Density % Moisture I Relative Maximum
InPlacc� In Place i Compaction Dcnvih,
1001
100.4
14.6
91
1001
104.5
12.1
95
1003
100.0
13.2
91
1001.5
105.9
16.4
96
1003
i 101.5
11.2
92
1001
103.2
13,0 !
94
1003.5
101.5
143
92
1005
99.2
12.9
1
90
1003
104.5
11,3
i
g5
1002
102.0
11.6
93
1003.5
104.6
8.1
95
1003
104.1
9.5
95
998
103.7
7,7
94
1000
98.7
9.4
90
998
1.06.5
10.1
97
999
101.8
14.3
93
990
I
108.6 I
8.9
99
990
100.8
10.5
92
998
; 95.1
18.1
86"
998
104.4
11.0
95
109.5
10.9
99**
998.5
106.8
10.3
97
99.2
17.4
90-
1002.5
102.3
11.9
93
7 007
104,E
10.2
95
1001
104.1
17.9
95
1003
100.4
8.5
91
1001.5
103.1
10.5
94
998
108.7 J
13.2
99
1000
99.3
9.4
90
998.5
106.0
10, 7
96
1001.5
103.8
18.0 i
94
1003.5 i
101.9
15.4
93
1001
104.4
11.3
95
1000
101.0 1
16.7
92
1.002
104.9
'12,1
95
1000
106.8
10.9
97
999
109.1.
10.9
99
1002 [�
107.5
12.0
98
1000 !
103.0
10.6
94
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
11.0.0
110.0
11.0.0
110.0
110.0
110.0
110.0
j 710.0
110.0
110.0
1.10.0
11.0.0
1.10.0
110.0
1.1(W
110.0
110.0
170.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
I 110.0
110.0
110.0
DATE: March 2, 2006
Sladden .Enzineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
'Pest No. I Date Tested Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density I `% Moisture xeiauve
In Place i In Place 1. COmpactit
355
05-17-05
Lot 15 A Front
1000
106.4
356
05-17-05
Lot 16 A Front
999
105.3
357
05-17-05
Lot 10 A Back
999
108.1
358
05-17-05
Lot 10 A Back
1001
106.7
359
05-17-05
Lot 11 A Back
999
105.9
360
05-17-05
Lot 11 A Back
1001
107.8
361
05-17-05
Lot 9 A Front
999
107.7
362
05-17-05
Lot 10 A Front
998.5
105.7
363
05-1.7-05
Lot 37 A Back
990
102.3
364
05-17-05
Lot 37 A Front
990
103.3
365
05-17-05
Lot 37 A 'Front
992
1.04.1
366 !
05-17-05
Lot 8 A Back
998.5
104.7
367
05-1.7-05
Lot 6 A Back
1000.5
106.5
368 !
05-17-05
Lot 9 A Back
998
104.1
369
05-17-05
Lot 9 A Back
1000
102.0
370 !
05-1.7-05
Lot 36 A Front
990.5 1
100.6
371
05-17-05
Lot 36 A Front
991.5
101.4
372E
05-1.7-05
Lot 35 A Front
990
1,02.5
373 1
05-17-05 1
Lot 35 A Front
991
103.8
374
05-1.7-05
Lot 16 A Center
1000
105.0
375 f
05-17-05
Lot 15 A Center
999.5
104.4
376 ;
05-17-05
Lot 17 A Center
1000
106.3
377
05-18-05
Lot 18 A Center
99.5
107.9
378 ';
05-18 05
Lot 18 A Center
1000
98.5
379
05-18-05
Lot 19 A Front
998.5
108.7
380
05-18-05
Lot 19 A Front
1000
105.3
381
05-18-05
Lot 20 A Front
998
103.E
382
05-1.8-05
Lot 20 ,A Front
1000 i
106.6
383
05-18-05
Lot 14 A Front
999
107.2
384
05-18-05
Lot 14 A Front
1001 •.
109.0
383
05-1.8-05
Lot 1.1 ,A Front
997.5
105.E
386
05-18-05
1 Lot 11 A Front
999 1
107.0
387
05-15-05
L,ot ,17 A Back
998.5
104.06
388
05-18-05
Lot 17 A Back
1000.5
104.4
389
05-18-05
Lot 18 A Back
999.0
106.6
390
05-18-05
3
1 Lot 18 A Back
9995
100.6
391
05-18-05
Lot 19 A Back
997.5
103.6
392
05-18-05
I,ot 19 A Back
999.5
101.1
393
05-18-05
Lot 20 A Back
99$.0
107'2
394
05-16-05
Lot 20 A Back
1000
107.5
395
05-18-05
Lot 17 A Front
997.5
1.06.4
9.3
97
11..7
96
12.4
98
13.0 1
97
7.1 I
96
11.4
98
8.1
98
13.4
96
1.4..3
93
11.6
94
1.0.9
95
15.8
95
11.3
97
13.8
95
12,0
93
12,1
91
11.3
92
10.6
93
10.4
94
12.5 1
95
13,2
95
13.8
97
8.0
98
12.7
90
9.7 `
90
13.1
96
9.3 i
96
10.8
96
14.6
97
10.6 1
99
11.3
96
10.6
97
9.9
95
16.3
95
8.0
97
16.4
94
15.3
94
15.0
92
11..9
97
9.7
98
14.4
97
Maximum
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
1.10.0
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
1,1010
110.0
11U
110,0
110.0
� 170,0
110.0
i
110.0
110.0
110.0
110.0
110,0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Test No,
Date Tested I Location
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
Lot 104 Back
403
05-19-05
Lot103 Back
404 1
05-19-05
Lot 105 Center
405 1
05-19-05
! Lot 104 Center
406 1
05-19-05
Lot 103 Center
407
05-19-05
Lot 2 A Front
408
I
05-19-05
Lott A Front
409
05-20-05
Lot22 A Back
410
05-20-05
Lot23 A Back
411
05-20-05
Lot18 A Front
412
05-20-05
Lot22 A Front
413
05-20-05
1 Lot22 A Front
414
05-20-05
Lot23 A Front
415 '
05-20-05
Lot25 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
05-23-05
Lot 102 B Back
420
05-23-05
Lot103 U Back
421
05-23-05
Lot 104 B Back
422
05-23-05
Lot 105 B.Back
423
05-23-05
Lot 54 A Front
424
05-23-05
Lot 54 A Front
425
J
05-23-05
Lot 54 A Back
426
05-23-05
Lot 54 A Back
427
05-23-05
Lot 33 A Back
428
05-23-05
Lot53 A Back
429
05-23-05
Lot 54 A Front
430
05-23-05
Lot 54 A Front
431
05-23-05
Lot53 A Front
432
05-23-05
Lot 53 A Front
433
05-23-05
Lot 52 A Front
434
05-23-05
Lot 32 A Front
TEST RESULTS
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture
I In Place In Place
I I
999.5 1 102.4
997 j
105.4
998.5
103.9
996
104.7
998
1.04.8
983
104.1
982
105.0
982
105.7
983 1
103.2
982
102.9
982
104,1
997 1
105.4
998.5 1.04.0
I
1.001 106.8
1001 105.1
998
107.7
998.5 j
104.5
1001
94.1
1001
95.3
1001
97.2
1001.5
96.5
995.5 1
102.4
1000
103.6
983
101.5
984
105.6
984
106.1
984
102.7
1001
108.1
1002
104.0
1000.5
103.3
1001.5
104.5
998.5
104.1
1000.5
102,9
1000
109.7
1001.5
101.9
1000
102.5
1001.5
101.0
998
108.1
1000
100.3
11.8
14.0
13.3
15.9
1.1-6
16.9
89
1 13.0
11.8
10.1
1 10.8
16.9
1 14.2
Relative Maximum
93
1 110.0
96
110.0
94
110.0
95
110.0
95
110.0
95
110.0
95
110.0
95
110.0
95
110.0
94 f
110.0
95 '
110.0
96
110.0
95
11.0.0
15.2
97
110.0
1.3.7
95
110.0
9.6
98
110.0
14.5
95
110.0
20.1
86*
110.0
19.4
87*
110.0
21.4
88*
110.0
18.4
80*
110.0
-106.2
93
+ 110.0
15.6
94
! 110.0
1.4.8
92
110.0
13.4
96
110.0
12.3
96
110.0
20.4
93
110.0
13.9
98
110.0
12.8
94
110.0
14.1
94
11.0.0
13.2
95
1.10.0
11.6
95
110.0
72.0
93
110.0
7.5
93
112.0
11.0
91
112,0
16.6
91
110.0
12.9
90
112.0
13.2
96
*112.0
11.6
90
-112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Tcst No. Date Tested I Location
435
05-23-05
436
05-23-05
437
05-23-05
438
05-23-05
439
05-23-05
440
05-23-05
441
442
443 1
444
445
446
447
448
449
450
451
4-12
453
454
455
456
457
458 f
459
460
461, i
462
463 k
464
465
466
467
468
469
470
471
472
473
474
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05 l
05-24-05
05-24-05
05-24-05 j
05-24-05
05-24-05
05-24-05
05-24-05
05-24-05
Retest # 413
Lot 22 A Front
Retest # 414
Lot 23 A Front
Retest # 415
Lot 25 A back
Lot 52 A Back
Lot 51 A Back
Lot 52 A Center
Lot 51 A Center
Lot 104 B Front
Lot 103 B Front
Lot 103 B Front
Lot 102 B Front
Lot 102 B Front
Lot 101 B Front
Lot 101 B Front
Lot 103 B Ccntcr
Lot 1.02 B Center
Lot 101 B Center
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation
Dry Density
Relative 1 Maximum
% Moisture !Comp
In Place i
i
In Place Corn ction
f
Density
104.7
14.2
93**
112.0
1003
1 106.3
14.0
95
112.0
1 101.9
17.2
91**
112.0
1003
! 103.9
18.0
93
1.12.0
108.5
7.8
1
97**
112.0
1001
1.00.9
22.1,
90
112.0
997.5
995
997
995
983
983
984.5
982
983.5
981,5
983
984
984
982.5
109.3
108.7
105.1
103.8
1.03.9
106.2
108.3
100.8
101.9
99.9
106.1
103.3
105.8
102.4
05-25-05
Lot 50 A Front
996
100.4
05-25-05 i
Lot 50 A Front
997
102.5
05-25-05 i
Lot 51 A Front
1000
104.4
05-25-05
Lot 51 A Front
1000.5
106.1
05-25-05
Retest # 416
94.3
05-25-05
[.,ot 26 A Front
999.5
1 95.6
05-25-05 I
[.ot 27 A Front
996
` 101.3
05-25-05
Lot 27 A Front
998
103.1
05-25-05 j
Lot 1 B Back
1005
; 106.2
05-25-05 I
Lot 1 8 Back
1007
107.6
05-25-05
Lot 1 B Front
1005
105.1
05-25-05 j
Lot 2 B Front
1005.5
105.9
05-25-05
Lot 2 B flack
1005
102.0
05-25-05
Lot 51 A Front
1001
1.00.2
05-25-05
1 Lot 51 A Center
1001.5
108.7
05-25-05
Lot 50 A Front
996
107.8
05-25-05
Lot 50 A Front
998
103.2
05-25-05
Lot 49 A Front
994.5
105.1
05-25-05
laot 49 A Front
996.5
104.5
05-25-05
Lot 51 A Back
997
101.0
9.5
8.8
9.9
10.6
1,1.4
. 8.1
7.7
11.9
13.1
16.5
8.1
9.4
10.1
8.8
16.8
13.3
14.8
12.9
22.1*
18.4*
16.6
14.0
10.9
7.0
13.4
1.6.9
17.1
16.3
6.4
9.7
13.0
1.3.2
12.1
15.1
98
97
94
93
93
96
97
92
93
91
95
92
94
93
91
93
95
96
86**
82*
92
94
95
96
94
95
93
91
97
98
94
95
95
92
112.0
112.0
112.0
112.0
112.0
110.0
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
1'10.0
110.0
112.0
110.0
110.0
110.0
110.0
1 110.0
DATE: March 2, 2006
,Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
lest No. Date Tested Location
I
475
476
477
478
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
Lot51 A Back
Lot 27 A Back
Lot 27 A Back
Lot 28 A Back
Lot 28 A Front
Lot 2 A Back
Lot-2 A Back
Lot 1 A Back
Lot I 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 ;
Lot 31, A Back
493 +
05-27-05
Lot 34 A Front
494
05-27-05 E
Lot 33 A Front
495
05-27-05
Lot 32 A Front
496
05-27-05
Lot 31 A Front
497
05-27-05 1
Lot 31 A Center
498
05-27-05
Lot 32 A Center
499
05-27-05
Lot 33 A Center
500
05-27-05
Lot M A Center
TEST RESULTS
PROJECTNO: 5224810
REPORT NO: 06-02-120
ricvauun
Dry uenstty 1
% Moisture
Relative
Maximum
I
In Place
In Place
Cornaction
+ Density
999
102.6
12.1
93 +I
110.0
998.5
107.1
6.8
96 ;
11 z.o
990
102.1
11.9
93 1
110.0
988
106.9
7.1
95
112.0
992 1
100.1
7.4
91
110.0
997 1
106.5
999
101.3
998
109.1
1000
1.04.2
991.5 1
104.0
995
106.2
995 1
108.9
996.5
109.4
992
103.7
994.5
102.9
994 f
106.1.
993.3 J
104.0
994
993
993
992.3
994.5
992.5
992
993
993
100.7
109.4
107.6
103.9
101.3
102.4
105.5
107.2
104A
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
1'1..4
501. 1
05-31-05
I Lot 34 A Luck
995
108.3
8.9
502
05-31-05
Lot 34 A Back
997
104.1
9.3
503
05-31-05
Lot 32 A Back
994.5
103.6
8.4
504
05-31-05
Lot 32 A Hack
996.5
101.9
10.1
505
05-31-05
Lot 31 A Back
996
104.1
9.0
306
507
05-31-05
I,ot 3l A Back
997
'105.3
'11.1
05-31-05
Lot 29 A Back
996
104.9
10.5
508
05-31-05
Lot 29 A Back
997
103.0
8.7
509
05-31-05
Lot 1 B Front
1007
105.4
13,3
510
05-31-05
Lot 1 B Back
1007
102.1
16.5
511
05-31-05
Lot 5 B Back
997.5
104.8
14.1
512 +
05-31-05
Lot 5 B Back
999
101.6
10.9
513
05.31-05 1
Lot 33 A Center
994.5
108.4
8.6
95
1.12,0
90
112.0
97
1012.0
93
1 112.0
93
112,0
95
112.0
97
1.12.0
98
112.0
93
1.12.0
92
112.0
95
112.0
93
112.0
90
112.0
98
11.2.0
96
112.0
93
'1'12.0
90
I 112.0
91
11.2.0
94
I 112,0
96
f 112.0
93
112.0
97
112,0
93
112.0
93
112,0
9.1
112.0
93
112.0
94
1 l 2.0
94
112.0
92
! 112.0
94
11.2.0
91
112.0
94
.112.0
93
112.0
97
112.0
DATE: March 2, 2006
Sladden Ertzineeri►tr.
PROJECT NAME: Madison Club
LOCATION- La Quinta, California
Test No. I Date Tested I Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture
In Place In Place
514
05-31-05
Lot 33 A Center
996 j
105.5
7.1
515
05-31-05
Lot 32 A Center
994 1
106.2
8.5
516
05-31-05
Lot 32 A Center
996
106.6
9.0
517
05-31-05
Lot 33 A Back
992
107.2
6.7
518
05-31-05
Lot 30 A Back
994
107.5
11.2
519
05-31-05
Lot 30 A Back
996
107.0
14A
520
05-31-05
Lot 31 Center
994.5
103.8
10.5
521
05-31-05
! l,ot 213'Back
1007
100.1
16.8
522 i
05-31-05
Lot 2 B Front
1007
105.7
13.7
523
05-31-05
Lot 6 B Back
998
107.6
5.3
524 i
05-31-05
Lot 6 B Back
I
1000 E
105.9
8.7
�
525 !
06-01-05
Lot 34 A Back
991
103.3
8.5
526 i
06-01-05
Lot 33 A Back
991
102.4
8.1
527
06-01-05
Lot 32 A Back
990.5 '
104.1 1
9.0
528
06-01-05
Lot 34 A Back
993
100.6
9.1
529
06-01.-05
Lot 34, A Back
994
1,a2.1.
8.3
530 ?
06-01-05
I
jI Lot 33 A Back
993.5
103.7
10.6
531
06-01-05
` Lot 33 A Back
994,5
10110
8.8
532 !
06-01-05
Lot 32 A Hack
993
101.9
10.1
533
06-01-05
Lot 32 A Back
994.5
106.8
9.0
5,M
06-01-05
Lot 48 A Back
997 1
106.5
7.4
535
06-01-05
1_,ot 48 A Back
999 t
105.6
5.9
536
06-01-05
Lot 48 A Front
992
108.5 1
8.1
537
06-01-05
, Lot50 A Front
994
102,5
8.7
538 {.
06-01-05
Lot 33 A Center
993.5
102.9
9.9
539 !
06-01-05
I Lot 31 A Center
994
104.6
11,4
540
06-01-05
Lot 34 A Center
994
103.3
10.0
541
06-02-05
Lot 34 A Front
995
108.
I 14.8
542
06-02-05
I Lot 34 A Front
996.5
108.4
12.7
543
06-02-05
1 Lot 31 A Front
996.5 I
105.1
1 12.0
544
06-02-05
Lot 31 A Front
998
10:1.1
13.2
545
06-02-05
Lot 33 A Back
996.5 1
106.3
11.5
546
06-02-05
Lot 33 A Back
998
102.8
13.1
547
06-02-05
i Lot 31 A Back
998
107.6
12.$
548
06-02-05
Lot 31 A Back
999.5
108.2
1 13.0
549
06-02-05
Lot 33 A Front
993
109.9
10.7
550
06-02-05
I Lot 33 A Front
995
103.3
11.4
551
06-02-05
Lot 32 A Front
994
101.4
15.7
552
06-02-05
Lot 32 A Front
996
106.5
6.8
553
06-02-05
1 Lot 32 A Back
997.5
106.0
12
Relative
94
95
95
96
96
96
93
91
94
96
95
92
91
93
90
91
93
90
91
90
95
94
97
92
92
93
92
97
97
94
90
95
92
96
97
98
92
91
95
95
Maximum
112,0
112.0
112.0
112.0
1,12.0
112.0
112,0
110.0
1.1.2.0
112.0
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
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
DATE: March 2, 2006
Sludden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
I csi No. I uate 1 ested J Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density I % Moisture ' Relative Maximum
In Place f In Place I Cam a do D
c n
ens1C
554
06-02-05
Lot32 A Back
999
107.3
1 10.6
96
112.0
555
06-02-05
Lot 34 A Back
997
1.06.5
i 13.6
95
112.0
556
06-02-05
Lot 34 A Back
998
1 104.0
10.5
93
112,0
557
06-03-05
Lot 47 A Back
991
1
106.E
9.9
95
11.2,0
558
06-03-05
Lot 47 A Front
991
104.5
11.3
93
112.0
559
06-03-05
Lot 46 A Front
991.5 1
103.8
10.1
93
112,0
560
06-03-05
Lot 46 .A Back
992
101.6
13.9 I
91
112.0
561
06-03-05
Lot 45 A Back
991.5 1
105.1
8.3
94
112.0
562
06-03-05
Lot 45 A Front
991.5 !
102.6
12.2
92 I
112 0
563
06-03-05
Lot 42 A Front
992
106.6
10.5
95
112.0
564
06-03-05
Lot 42 A Front
993 '
103.0
9.1
92
112.0
565
06-03-05
Lot 41, A Front
989 f
102.2
i 6,3
91
112.0
566
06-03-05
Lot 42 A Back
991
108.4
9.7
97
112.0
567
06-03-05
Lot 43 Back
992
101.6
16.5
97
112.0
568
06-03-05
Lot 44 A Back
993
106.3
6.7
95
112.0
369
06-03-05
Lot 44 A Front
992
108.0
6.0
96
112.0
570
06-03-05
Lot 41 A Front
991
101.3
17.0
90
112.0
571
06-03-05
Lot 42 A Front
994
102.1
14.8
91
112,0
572
06-03-05
1..ot 41 A Back
992
1.05.1
14.5
94
112.0
573
06-03-05
Lot 42 A Back
993
1
100.5
1.6.0
90
112.0
374
06-03-05
Lot 43 A Back
993.5
104.5
17.1
93
172 0
575
06-03-05
Lot 44 A Fuck
994
103.8
15.9 11
93
112.0
576
06-03-05
Lot 44 A Front
993.5
106.0
15.3
95
11.2.0
577
06-06-05
Lot 41 Front
993
105.1
I
14.9
94
112.0
578
06-06-05
Lot 41 Front
995 I
107.1
12.6
96
112.0
579
06-06-05
Lot 41 Center
992.5 i
103,5
11,8
92
112.0
580
06-06-05
i.ot 43 Front
991
103.E
17.6
93
112.0
581
06-06-05
Lot 43 Front
993
101.0
17.2
90
112.0
582 1
06-06-05
Lot 43 Center
991.5 i
106.3
12.7
95
11.2.0
583
06-06-05
Lot 44 Front
995
101.3
18.3
90 f
112.0
584
06-06-05
Lot 44 Fr ont
996 1
105.9
14.2
!
95
112.0
585
06-06-05
Lot 44 Center
994
104.0
13.1
93
112.0586
06-06-05
Lot 43 Back
995
105.2
1.5.5
94
112.0
587 i
06-06-05
Lot 43 Center
994.5
107.2
12.6
96
112.0
588 1
06-06-05
1.,ot 41 hack
994
109.0
13.9
97
11210
589 '
06-06-05
Lot 41 Back
996
101.5
14.2
91
112.0
590 j
06-06-05
Lot 41 Center
994
103.3
10.9
92
112.0
591 '
06-06-05 +
Lot 42 A Front
993.5
108.4
15,8
97
1.12.0
592
06-06-05
Lot 42 A Front
994.5
103.0
14.4
92
112.0
593
06-06-05
Lot 42 A Center
994
101,4
16.6 1
91
112.0
DATE: Match 2, 2006
Sladden Envineerinv
TEST RESULTS
PROJECT NAME: Madison Club - The Hideaway
LOCATION: Ira Quinta, California
Test No. I Date Tested Location
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density 1 0 o Moisture l Relative I Maximum
In Place In Place I Com action Densit
594
06-06-05
loot 44 A Back
994.5
101.8
595
06-06-05
Lot 44 A Back
995.5
103.7
596
06-06-05
Lot 44 A Center
995
106,6
597
06-06-05q
Lot 42 A Back
993.5
106.3
598
06-06-05
Lot 42 A Back
994.5
102.7
599 I
06-06-05
Lot 42 A Center
994
104.6
600
06-67-05
j Lot 38 A Front
601
06-07-05
Lot39 A Back
602
06-07-05
Lot39 A Front
603
06-07-05
Lot39 A Back
604
06-07-05
Lot 40 A Front
605
06-07-05
Lot 40 A Back
606 l
06-07-05
Lot 40 A Front
607
06-07-05
Lot 40 A Back
608
06-07-05
No `Pest
609
06-07-05
No Test
610
06-07-05
Lot 40 A Back
611,
06-07-05
` Trot 40 A Back
612 `
06-07-05
Lot39 A Back
613
06-07-05
Lot39 A Back
614
06-07-05
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
i Lot 36 A Back
619 I
06-07-05
Lot 36 A Back
620
06-07-05
Lot 36 A Front
621
06-07-05
Lot 36 A Front
622
06-07-05
Lot 36 A Center
623
06-07-05
Lot 37 A Front
624
06-07-05
Lot 37 A Center
625
06-07-05
Lot 38 A Front
626
06-07-05
; Lot 38 A Front
627
06-07-05
Lot 38 A Center
628 1
06-07-05
1 Lot39 A Front
629
06-07-05
Lot39 A Front
630
1 06-07-05
Lot 39 A Center
631
06-07-05
Lot 40 Front
632 06-08-05
633 06-08-05
Retest # 611
Retest # 631
991
103.4
991
105.3
990.5
101.4
991
104.0
'991
106.7
990.5 ;
102.2
992.5
105.4
992
105.1
15.3
10.9
11,7
14.5
10.9
11.3
11.1
10.6
12.9
1,1..8
13.1
10.2
9.3
10,0
91
11,2.0
93
112.0
95
112.0
95
112.0
92
112.0
93
11.2.0
92
1,12.0
94
112.0
91
112,0
93
112.0
95
11.2.0
91
112.0
94
112,0
94
112.0
994
109.4
11.4
98
995
94.8
15,2
85*
993.5
106.9
13.5
90
994.5
98.0
1.6,0
88"
993
97.6
20.1
80*
994
96.2 }
18.9
86"
993
98,4
21.9
88*
994
95.0 !
22.6
85*
993.5
93,2
21.5
83"
994.5
96.7
20.3
86*
993.5
96.5 i
23.2
86"
995
96.1
21.3
86"
993.5
102.4 i
16.6
91
994
90.8
24.7
81 "
993'
94.0
21.8
84*
992.5
104.8
15.5
94
994
106.1 !
14.0
95
994
102.9
16,2 1
92
993
95.1
19.9
85*
994.5
94,3
22.0 1
84*
994
83.7
21.2
84*
994
97,8
20.5 1
S7*
103.1
17.5
92**
105,3
14.0
94**
112.0
112.0
112.0
112.0
11.2.0
112.0
112,0
112.0
11, 2.0
112.0
112.0
1,12.0
1.1.2.0
112.0
112,0
112.0
112.0
112,0
112.0
112.0
112.0
112.0
112.0
DATE: March 2, 2006
SYadden Engineering
TES`' RESULTS
PROJECT NAME, Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta,
California
REPORT NO06-02-120
'Pest No.
I Date Tested
Location
Elevation
Dry Density I
% Moisture ' Relative
Maximum
In Place
in Place I Compaction
Density
634
06-08-05
Retest # 613
101.2
16.9
j 90**
112.0
635
06-08-05
Detest # 628
104.1 !
15.3
93*w i
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
107.1
14.2
96µ*
11.2.0
639
06-08-05
Retest # 615
,
103.6
13.9
93**
112.0
640
06-08-05
Retest 0 616
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 **
11.2.0
643
06-08-05
Retest 9 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
Retest 9 624
102.2 j
18.0
91**
112.0
646 j
06-08-05
Retest 1121
100.9
17.0
90'"*
112.0
647
06-08-05
Retest # 621
101.6 1
16.5
f 91**
112.0
648
06-08-05
Lot 7 B A Front
998
109.1
1.3.5
97
112.0
649
06-08-(i5
Lot 7 B A Front
1000
1()2.0
18.1
+
91 j
112.0
650
06-08-05
Lot 6 B Back
998 1
103.2
14.4
k 92
112.0
651 '
06-08-05
Lot 6 B Back
1000
100.8
12.1
+I
90
1,12.0
652
06-08-05 '
Lot 5 B Front
1001 1
99.6
12.7
91
110.0
653
06-08-05
Lot 513 Front
1003
99.8
17.6
j 91
110.0
654
06-08-05 i
Lot 6 B Front
1002
101.3
1.1..0
90
112.0
655
06-08-05
Lot 6 B Front
1003
104.9
13.1
94
112.0
656 1
06-08-05
Lot 7 B Back
998
102.2
16.0
91
112.0
657
06-08-05
Lot 7 B Back
999
102.8
74,7
f 92
112.0
658
06-08-05 {
Lot 5 B Back
999.5
101.4 1
12.9
I 91
112.0
659
I
06-08-05 -
Lot 5 B Back
1000.5
1,00.1,
1.4.4
1 91.
110.0
660 j
06-09-05
Lot 35 A Front
993 1
99.0
10.9
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 1
06-09-05
Lot 32 A Front
998
107.3
10.3
+ 96
112.0
664
06-09-05
Lot 30 A Front.
993
1.01.2
15.2
I 92
110.0
665
06-09-05
Lot 30 A Front
995 j
102.7
16.6
92 j
112.0
666 i
06-09-05
Lot 30 A Front
997
102.8 1
18.2
92
112.0
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
712.0
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
1120
672
06-09-05
Lot 46 A Back
995
105.4
6.9
94
112.0
673
06-09-05
Lot 46 A Back
997 !
101.6
14.1
91
112.0
674
06-09-05
Lot 47 A Back
993
3035
9.1
92
112,0
DATE: March 2, 2006
SYadden Engineering
PROJECT NAME: Madison Club
LOCATION. La Quinta, California
Test No. I Tate Tested I Location
TEST RESULTS
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Elevation I Dry Density I % Moisture
In Place I In Place
675 1
_ 9_p5
060
Lot 47 A Back
995
101.8
676
06-09-05
Lot 47 A Back
997
99.0
677
06-09-05
Lot 31 A Front
999
104.5
678 1
06-09-05
II Lot 30 A Back
998
108.0
679
06-09-()5
4 Lot 30 A Back
1000
105.5
680 i
06-09-05
i Lot 50 A Back
PC
106.1
681
06-09-05
Lot50'A Back
PG
702.9
I
682 '
06-10-05
Lot 44 A Back
996.5
102.3
683
06-10-05
Lot 45 A Back
993.5
101.6
684
06-10-05
Lot 45 A Back
995.5
109.3
685
06-10-05
Lot 46 A Back
995
107.4
686
06-10-05
I..ot 46 A Back
997
104,2
687
06-10-05
Lot 47 A Back
993
105.1
688
06-10-05
Lot 47 A Back
995
103.6
689
06-10-05
Lot 47 A Back
997
102.4
I
690 1
06-10-05
Lot 49 A Back
997
103.9
691 1
06-10-05
Lot 49 A Back
999
107.7
692 ;
06-10-05
Lot 51 A Back
1601
109.2
693 1
06-10-05
Lot 52 A Back
999
105.E
694
06-10-05
Lot 52 A Back
7 001
104.7
695
06-10-05
Lot 53 A Back
1002.5
109.3
696 d
06-10-05
Lot 54 A Back
1003.5
103.6
697 I
06-10-05
` Lot 3 A Back
998
107.9
698
06-10-05
! Lot 36 A Back
996
103.2
699
06-10-05
i I:ot 45 A Front
993.5
`= 99.5
700 I
06-10-05
Lot 45 A Front
995.5
105.7
701
06-10-05
Lot 46 A front
993.5
102.3
702 t
. 06-10-05
Lot 46 A Front
996.5
i 99.5
703
06-10-05
' Lot 47 A Front
993
105.4
704
06-10-05
Lot 47 A Front
995
I 107.1
705
06-10-05
Lot 47 A front
997
1.01.E
706 ,
06-10-05
; Lot 48 A Front
994
; 109.3
707
06-10-05
Lot 48 A Front
996
1()5.4
708E
06-10-05
s Lot 48 A Front
998
101.E
709
06-10-05
! Lot 49 A front
998.5
.103.0
f
710 i
06-10-05
; Lot 50 A Front
996
106.9
711
06-10-05
Lot 50 A Front
998
106.1
712 i
06-10=05
I Lot 50 ,A Front
1000
l 103.7
713
06-10-05
1 Lot 52 A Front
1002
106.3
714
06-10-05
1 [.of 53 A Front
1003.5
k
f 109.4
715
06-10-05
Lot 41 Front
?G
103.3
Relative I Maximum
11.6
91
13.6
90
13.8
93
12.9
96
13.1
94
13.4
95
11.3
94
9.9 !
93
12.6
92
17.9
94
14.6 . !
97
15.3
94
13.7
95
15.6
94
16.2
93
8.6
94
13.7
98
9.2
99
11.9
96
13.3
95
12.9
99
14.8
94
13.1
98
8.9 ,
93
14,9
90
20.0 I
96
11..4
93
19.3 ;
90
12.9
95
14.6 i
97
13.9 i
92
15.0
99
11 A
96
10.2
92
16.1 j
93
14.0 }�
97
13.5 I
96
15.1 i
94
15.3
96
16.3
99
9.9
92
112.0
110.0
112.0
112.0
'112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
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
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110_0
DATE; March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. ` Date ,rested � Location
TEST RESULTS
PROJECT NO: 522-4810
REPOR7" NO; 06-02-120
�Elevation Dry Density % Moisture I Relative I Maximum
_ In Place In Place I Compaction I De""dw
1
716
06-10-05
Lot 41 Center
PG
102.7
9.1
f
I 93
110.0
717
06-10-05
Lot 41 Back
PG
104.5 1
16.5
1 95
110.0
718
06-10-05
Lot 42 Front
PG
105.3
16.1
95
110.0
719
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
PG
106.6
14,1
97
110.0
722
06-10-05
Lot 43 Center
PG
103.0
12.5
93
110.0
723
06-10-05
Lot 43 Back
PC,
107.9
10.9
98
f
f 1.10.0
724
06-10-05
I.,ot 44 Front
PG
103.1
13.3
93
11.0.0
725
06-10-05
Lot 44 Center
PC
104.7
16.1
95
110.0
726
06-10-05
Lot 44 Back
PG
101.3
10.7
92
110.0
727
06-13-05
Lot 21, A Front
1001.5 1
107.9
13.2
98
110.0
728
06-13-05
Lot 24 A Front
1001
104.0 1
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
1
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 1
16.0
99
110.0
734
06-13-05
Lot 27 A Front
1000 1
109.0
13.8
99
110.0
735 1
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
12.0
93
110.0
737 i
06-13-05
Lot 28 A Front
996 I
106.8
18.3
97
110.0
738 !
06-13-05
l..ot 29 A Front
998 j
103.0
16.0
94
110.0
739 `
06-13-05
Lot 38 A Front
993 I
107.1
9.6 1
97
110.0
740
06-1.3-05 I
Lot 38 A Front
995
106.3
15.7
96
l 110.0
741
06-13-05
Lot 40 A Front
996
108.6
17.1
99
! 110.0
742
06-13-05
Lot 4.3 A Front
995
103.0
9.5
94
110.0
743 '
06-13-05
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
06-13-05
Lot 23 A Back
1003
104.6
14.6
95
110.0
746
06-13-05
Lot 24 A Back
999.3
109.3
15,4
99
110.0
747
06-13-05
Lot 24 A Back
1001.5
108.1
9.3 f
98
1.1.0.0
748
06-13-05
Lot 24 A Back
1,003.5
101.4
9.9
92
110.0
749
06-13-05
Lot 25 A Back
1003 1
109.7
14.1
99
710.0
750
06-13-05
Lot 26 A Back
1003
107.8
17.7
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
06-13-05
Lot 28 A Back
990
102.5
13.3
93
110.0
755
06-13-05
Lot 28 A Hack
992
106.6
11.2
97
1.10.0
756 ;
06-13-05 .
Lot 28 A Back
994 ,
103.6
12.8 I
94
110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. '1 bate Tested:
Location
757
06-13-05
Lot 29 A Back
758
06-13-05
Lot29 A Back
f
759 '
06-14-05
Lot 50 A Back
760 1
06-14-05
Lot 50 A Back
761 i
06-14-05
Lot 27 A Back
762 I
06-14-05
Lot 27 .A Back
763
06-14-05
Lot 28 A Back
764
06-14-05
Lot 28 A Back
765
06-14-05
Lot 28 A Back
766 1
06-14-05 1
Lot 28 A Front
767
06-14-05
Lot 30 A Front
768
06-14.-05
Lot 54 A Front
769
06-14-05
Lot 54 A Center
770
06-14-05
Lot 54 A Back
771
06-14-05
Lot 53 A Front
772 i
06-14-05
Lot 53 A Center
773
06-14-05
Lot53 A Back
774
06-14-05
Lot 52 A Front
11
775 !
06-14-05
Lot 52 A Center
776
06-14-05
Lot 52 A Back
777 '
06-14-05
Lot 51 A Front
778
06-14-05
Lot 51 A Center
779 1
06-14-05
Lot 51 A Back
780
06-14-05
Lot 50 A Front
781
06-14-05 1.
Lot 50 A Center
782
06-14-05 !
Lot 50 A Back
783
06-14-05 I
Lot 99 A Front
784
06-14-05
Lot 99 A Back
785
06-14-05
Lot 99 A Center
1
786
06-14-05 1
Lot 98 A Front
787
06-14-05
Lot 98 A Back
788
06-14-05
'Lot 98 A Center
789
790
791
792
793
794
795
796
06-15-05
Retest # 780
06-15-05
Retest # 782
06-15-05
Retest# 781
06-15-05
Lot 47 A Front
06-15-05
Lot 47 A Back
06-15-05
Lot 47 A Center
06-15-05
1 Lot 46 A Front
06-15-05
Lot46 A Back
TEST RESULTS
Elevation
999 1
1001
998.5 1
100.0
998
100.0
996 i
998
1000
998
999
PG
PG
PG 1
PG
PG f
PG
I'G 1
PC.,
PG
PC
.PG
PG
PC
PG 1
PG
PG
PG
PG
PG
PG
PG
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Dry Density 1
% Moisture Relative Maximum
In Place
in Place j Compaction Density
102.5
9.7 93 110.0
108.3
14.8 98 110.0
104.4
102.8
105.0
104.2
101.5
108.7
105.4
105.3
102.1
99.2
100.5
105.9
105.5
106.1
99.1
103.0
109.3
104.4
101.4
100.2
101.6
91.4
92.8
94.4
101.2
103.3
102.6
99.6
103.1
107.0
98.9
100.2
101.9
PG 102.1
PG 99.7
1'G 103.6
PG 1 100.0
PG 102.8
13.3
12.6
20.0
16.7
11.2
15.0
14.2
17.1
13.3
11.5
8.3
9.4
10.3
7.7
9.3
13.7
12.8
11.1
12.3
9.5
10.3
10.2
9.5
8.8
9.3
12,2
11.6
8.6
11.2
10.5
94
97
95
95
92
99
96
95
93
90
91
96
96
96
90
94
99
95
92
91
92
83*
84.*
86*
92
94
93
90
93
97
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
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11010
110.0
110.0
110.0
110.0
110.0
1.10.0
1.2.9 1
90**
110.0
12.5
91**
10.4
92"
110.0
9.1
93
110.0
8.8
91
110.0
9.2
94
110.0
9.1 1
91
110.0
10.7 1
93
110'a
DATE: March 2, 2006
Sludden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. f Date Tested Location
I ,
797
798
799
800
801
802
803
06-15-05
Lot 46 A Center
06-15-05
Lot 45 A Front
06-15-05
Lot 45 A Back
06-15-05
Lot 45 A Center
06-15-05
Lot 41 A Front
06-15-05
Lot 41 A Back
06-15-05
Lot 41 A Center
804
06-16-05
Lot25 A Front
805
06-16-05
Lot 25 A Center
806
06-16-05
Lot25 A Back
807
06-16-05
Lot26 A Front
808
06-16-05
Lot 26 A Center
809
06-16-05
Lot26 A Back
810
06-1.6-05
i Lot 27 A Front
81 *1
06-16-05
Lot 27 A Center
812
06-16-05
Lot 27 A Back
813
06-17-05
Lot 28 A Front
814
06-17-05
•. Lot 28 A Center
815
06-17-05
Lot 28 A Back
816
06-17-05
Lot 29 A Front
817 1
06-17-05
Lot. 29 A Center
818
06-17-05
Lot 29 A Back
819
06-17-05
Lot30 A Front
820
06-17-05
Lot 30 A Center
821
06-17-05
Lot30 A Back
822 !
06-17-05
Lot 31 A Front
823 ,
06-17-05
Lot 31 A Center
824 '
06-17-05
Lot 31 A Back
825
06-17-05
Lot 55 A Back
826 i
06-17-05
Lot 56 A Back
827
06-17-05
Lot 57 A Back
828
06-17-05
1 of 58 ,A Back
829 1
06-17-05
Lot 55 A Front
830 j
06-17-05
Lot 56 A Front
821
06-17-05
Lot 57 A Front
832
06-17-05
L.ot 58 A Front
833
06-17-05
Lot 59 A Front
834 1 06-20-05
835 06-20-05
DATE: March 2, 2006
Lot 55 A Front
Lot 55 A Front
TEST RESULTS
PROJECT NO: 5224810
REPOWf NO: 06-02-120
Elevation
Dry Density �
% Moisture I
Relative
I Maximum
In Place
in Place
Compaction
I Deitsiry_
PG
105.4
8.9
96
110.0
PG
1.09.2
12.2
99
110.0
PG
104.1
11.1
1
95
11.0.0
PC
106.8
11.3
97
110.0
PG
101.3
12.1
92
110.0
PG
106.2
13.3
96 i
110.0
PG '
102.9
17.1
93
I
110.0
PG
107.9
13.4 1
98
110.0
PG
102.8
11.5
93
110.0
PG
107.1 1
13.2
97
110.0
PG
100.3
18.1
91
110.0
I1G
100.4
12.4
91
110.0
PG
108.3
12,5 ,
98
110.0PG
106.4
16.9 i
97
110.0
PG
1.01.2
13.9
92
110.0
PG
99.4
11.2
90
110.0
PG
103.3
13.7
94
110.0
PC
103.7
18.1
94
110.0
PG
102.5
12.9
93
110.0
PC
103.7
10.4
94
110.0
PG
104.2
15.1
915 f
110.0
PG
100.0
10.9
91 I
'110.0
PC
107.2
13.9
97 ,
Imo
PG
109.9
10.7
99
110.0
PG
108.5
12.1
98
110.0
PC
106.4
11.1
96
110.0
PG
109.31
15.0
99
110.0
PC
106.9
9.1
97
110.0
989
100.1
8.8
91
110,0
988
99.5
9.0
90
110.0
989
99.0
11.2
90
110.0
989.5
102.8
7.9
93
110.0
989
103.0
17.1
94
110.0
988
104.1
9.4
95
110.0
989
94.1
12.9
85*
110.0
989.5
105.E
7.8
96
110.0
990
93.1
11.5
85*
'110.0
991
102.8
I
13.1
92 ?
112.0
993 I
103.9
8.6
93
112.t)
Sladden Engineeriniz
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
'Pest No. Date Tested Location Elevation Dry Dcnsity j % Moisture i Relative Maximum
In Place In Place Com action Density
$36 1
06-20-05
Lot 56 A Front
990
101.4
9.3
91
112.0
837
06-20-05
Lot 56 A Front
991.5
100.8
10.3
90
112.0
$38
06-20-05
Retest # 821 & 833
1
104.3
14.1
93**
112.0
839
06-20-05
Lot 57 A Front
992.5
101.5
11.0
91
112.0
840
06-20-05
Lot 55 A Back
991
104.3
10.9
93
112.0
841
06-20-05
Lot 55 A Back
992
105.1
8.8
94
112.0
842
06-20-05
Lot 56 A Back
990
103.0
15,0
92
112.0
843
06-20-05 ;
Lot 56 A Back
991.5
I
102.4 j
9.8 1
91
112,0
844
06-20-05
Lot 57 A Back
991
105.3
11.4
94
112,0
845
06-20-05 I
Lot 57 A Back
992.5
102.2
9.2
91
112.0
846
06-20-05 I
Lot 32 A Front
PG
103.8
8.8
93
112.0
847
06-20-05
Lot 32 A Center
PG
109.3
10.0
98
112.0
848
06-20-05
Lot 32 A Back
PC
106.3
11.2
95
112.0
849
06-20-05
Lot 33 A Front
PG
1l17.8
11.5
96
112.0
850 1
06-20-05
Lot 33 A Center
PC 1
108.6
12.0
97
112.0
851
06-20-05
Lot 33 A Fuck
PC
107.1
9.8
96
112.0
852 !
06-20-05
Lot 55 A Center
991
104.4
10.9
93
112.0
853
06-20-05
Lot 56 A Center
990
102.0
11.5
91
112.0
854
06-20-05
Lot 57 A Center
991
105.1
9.4
94
112.0
855
06-21.-05
Lot 13 A Front
1004.5
100.9 1
1
12.1
92
110.0
856
06-21-05 1
Lot 13 A Front
1006
104.3 1
10.9 l
95
110.0
857
06-21-05 i
Lot 13 A Back
1004.5 1
102.8
11.0
93
110.0
858
06-21-05
Lot 13 A Back
1006
103.4
9.1
94
110.0
859 i
06-21-05
Lot 13 A Center
1004.5
105.9 1
9.3
96
110.0
860
06-21-05
Lot 13 A Center.
1006
101.4
12.5
92
110.0
861
06-21-05
Lot 12 A Front
1006.5
101.1
7.6
92
11.0.0
862
06-21-05
f .ok 12 A Front
1008 1
94.4.
9.9
86*
110.0
1
863 j
06-21-05
Lot 12 A Back
1006.5
100.1
10.2
91
110.0
864
06-21-05
Lot 12 A Back
1008
103.3
8.7
94
110.0
865 i
06-21-05
Lot 56 A Back
993.5
104.7
1.5.2
III
93
1.12.0
866
06-21-05
Lot 58 A Back
991.5
106.4
14.4
95
112.0
$67
06-21-05 I
Lot 34 A Front
PG
107.0
8.5
96
1.12.0
868
06-21-05
Lot 34 A Center
PG
105.3
1 9.6
94
112.0
869 1
06-21-05
Lot M A Back
PG
108.4
8.9
97
112.0
870
06-21-05
Lot 35 A Front
PG
99.8
10.7
91
110.0
871
06-21-05
Lot 35 A Back
PC
106.7
9.0
95
112.0
872 I
06-21-05
Lot 35 A Center
PG
104.5
9.9
93
112.0
873
06-21-05
Lot 36 A Front
PC
100,E
9,1
91
110.0
874
06-21-05
Lot 36 A Back
PG
105.3
10.7
94
112.0
875
06-21-05
Lot 36 A Center
PG
102.4
8.0
91
112.0
876
06-21-03
, 1,ot 55 A Back
994
103.5
13.3
92
117.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
i esr No. 1 Date tested J Location
I
877 !
06-21-05
878 J
06-21-05
879
06-21-05
$80
881
882
883
884.
885
886
887
888
889
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
06-22-05
890
06-23-05
891
06-23-05
$92 !
06-23-05
893
06-23-05
894
06-23-05
$95
06-23-05
896
06-23-05
897
06-23-05
898 1
06-23-05
899
06-23-05
900
06-23-05
901 I
06-23-05
902
06-23-03
903
06-23-05
904
06-23-05
905
06-23-05
906
06-23-05
907
06-23-05
908
06-23-05
909
06-23-05
910
06-23-05
911
06-23-05
Lot 57 A Back
Lot 55 A Center
Lot 57 A Center
Lot 60 A Front
Lot 60 A Front
Lot 59 A Front
Lot 58 A Front
Lot 57 A Front
Lot 57 A Front
Lot 56 A Front
Lot 56 A Front
Lot 55 A Front
Lot 55 A Front
Lot 60 A Center
Lot 59 A Center
Lot 57 A Center
Lot 56 A Front
Lot 56 A Front
Lot 55 A Front
Lot 55 A Front
Lot 55 A Back
Lot 55 A Flack
Lot 56 A Back
j Lot 56 A Back
i Lot 56 A Center
j Lot 55 A Center
Lot 37 A Front
Lot 37 A Back
Lot 37 A Center
Lot 38 A Front
Lot 3$ A flack
Lot 38 A Center
Lot39 A Front
Lot 39 A Bark
Lot 39 A Center
912
06-24-05
1 Lot 30 B Center
913
06-24-05
Lot 30 B Center
914
06-24-05
Lot 31 B Front
915
06-24-05 1
Lot 31 B Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation ' Dry Density '% Moisture Relative 1 Maximum
i In Placc In Place Compaction 1 Drusiry
i
994.5
101.4
993,5 1
105.0
994
103.1
990.5
93.7
992
103.1
990.5
102.1
991.5
! 100.6
994
104.5
995
104.1
990
106.2
991.5
102,7
991
103.8
992.5
103.1,
993
104.1
991.5
106.9
994 1
103.0
993
101.8
994.5
101 A
994
104.8
995
102.0
995
1
107.1
996
104.4
994.5
106.0
996 I
103.2
994 f.
107.3
995
104.5 i
PG
105.1
PG
102:2
PC
103.6
PC
103.9
PG
'106.5
PC
104.7
PG
101.19
PC
105.3
PC
104.0
989.5
102.6
991
101.41
989.5 ,
94.9
991
103.5
10.9 J
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
10.5
1.0.1.
14.0
11.9
10.4
8.7
1.:1..5
11.1
8.8
9.0
8.3
9A
9.1
8.5
1.0.4
9.9
10.6
10.2
7.9
8.3
9.9
10.1
11.3
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
9"1
94
93
93
92
93
94
1
1 11.0.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
:110.0
110.0
110.0
110.0
1:1.2.0
112.0
112,0
112.0
110.0
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
112.0
112.0
112.0
11.2.0
112.0
110.0
11.0.0
102.0
110.0
DATE.- March 2, 2006
Slada+en Enrineerinr
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Location Elevation Dry Density % Moisture I Relative I Maximum
I in Place In Place I Compaction j Denser
916
06-24-05
Lot 3213 Front
990
96.2 �
8.3
917
06-24-05
Lot 32 B Front
991.5
104.1
10.6
918
06-24-05
Lot 33 B Front
989
101.8
12.1
919 j
06-24-05
Lot 33 B Front
991
104,7
9.0
920
06-24-05
Lot 34 B Front
988
100.8
10.3.
921
06-24-05
Lot 34 B Front
989
105.1
8.1
922
06-24-05
Lot 30 B Back '
990
100.5
9.5
923
06-24-05
Lot 30 B Back
991
101.6
8.3
924
06-24-05
Lot 31 B Back
990
97.3
10.1
925
06-24-05
Lot 32 B Back
990
1.01..4
:1.1.5
926
06-24-05 1
Lot 33 B Back
990
96.2
8.9
927
06-24-05 j
Lot 3013 Center
991.5
103.6 1
10.4
928
06-24-05 ;
Lot 31 B Center
990.5 1
106.7
12.9
929
06-24-05
l..ot 32 D Center
991.5
104.4
11.3
930
06-24-05
Lot 33 B Center
992
107.1
9.9
931
06-24-05
Lot 34 B Center
991
i
103.3
10.4
932
06-27-05
Lot 33 B Back
991.5
100.2
11.2
933
06-27-05
Lot 33 B Back
993
93.1
12.8
934.
06-27-05
Lot 55 A Front
997
106.2
'16.7
935
06-27-05
Lot 55 A Front
999
99.2
13.9
936
06-27-05 y
Lot 56 A Front
997
102.4
1.0.5
937
06-27-05
Lot 56 A Front
999
102.0
13.7
938
06-27-05 `
Lot 57 A Front
995
100.9
15.3
939
06-27-05 I
Lot 57 A Front
996
99.2 1
9.6
940 1
06-27-05
Lot 58 A Front
991
105.5
10.1
941
06-27-05
Lot 59 A Front
991.5
106.1
1 11.3
942 ,
06-27-05
Lot 55 A Back
997
99.6
16.8
943 I
06-27-05
Lot 55 A Back
999
99.2
9.3
944 j
06-27-05
Lot 56 A Back
997
106.4
11.7
945 j
06-27-05
Lot 57 A Back
992
109.5
15.8
946
06-27-05 1
I..ot 57 A Back
994
104.8
16.0
947
06-27-05 j
Lot 59 A Back
991.5
103.0
9.7
948
06-27-05
Lot 59 A Back
993.3
102.4
15.9
949
06-27-05
1Wot 31 B Back
991.5
106.3
1.1.4
950
06-27-05
Lot 31 B Back
993
102.9
9.9
951
06-27-05
wt 32 8 Back
991.5
96.8
12.8
952
06-27-05
Lot 32 B Back
993
99.2
8.7
953
06-27-05
Retest # 880
101.5
7.6
954
06-27-05
Lot 60 A Front
990.5
101.0
8.3
955
06-27-05
Lot 58 A Back
992.5
104.8
13.1
956
06-27-05
Lot 58 A Back
994.
106.1
11.6
94
95
93
95
92
96
91
92
95
92
94
94
97
95
97
97
91
91
95
90
93
93
92
90
94
95
91
90
95
98
94
94
93
97
92
95
90
92**
92
94
95
102.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.02.0
110.0
102.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
102.0
112.0
11.0.0
110.0
110.0
110.0
110.0
112.0
112.0
110.0
11.0.0
112.0
112.0
11.2.0
110.0
110.0
1.10.0
112.0
102.0
110.0
110.0
110.0
112.0
112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. ' Date "Tested j Location
957 +
06-27-05
958 j
06-27-05
959
06-28-05
960
06-28-05
961 '
06-28-05
962
06-28-05
963
06-28-05
964
06-28-05
965
06-28-05
966
06-28-05
967 .'
06-28-05
968
06-28-05
969
06-28-05
970
06-28-05
971 ?
06-28-05
972
06-28-05
973 j'
06-28-05
974 I
06-28-05
975
06-28-05
976
06-28-05
977
06-28-05
978 !
06-28-05
979
06-28-05
980
06-28-05
981
06-28-05
982
06-28-05
983
06-28-05
984
06-28-05
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
l-levation Dry Density C
% Moisture I Relative f Maximum
In Place In Place omnartinn II T ant,;f-
Lot 60 A Back
990
103.4
9.9
Lot 60 A Back
992
102.2
10.4
Lot 58 A Front
993
103.7
15.1
Lot 58 A Front
994.5
102.6
12.3
Lot 55 A Back
1001
ff 100.9
9.3
Lot 55 A Back
1002
i 101.5
10.6
Lot 55 A Front
1000
1 104.7
13.8
Lot 55 A Front
1001
j 104.1
12.7
Lot 56 A Front
1000
106.8
'14.5
Lot 56 A Front
1001
103.4
11.9
Lot 56 A Back
999
105.5
'15.3
Lot 56 A Back
1000.5
102.9
13.1
Retest # 862
103.4 i
9.8
Lot 15 A Front
1002
1.06.1.
1.0.5
Lot 15 A Back
1002
104.3
11.6
Lot 16 A Front
1001
105.5
8.3
Lot 57 A Front
998
101.9
13.1
Lot 57 A Front
999.5
103.0
10.2
Lot 57 A back
996
103.9
1.1.4
Lot 57 A Back
997.3
105.4
9.9
Lot 58 A Front
993
106.6
10.7
Lot 58 A Front
995
104.0
8.4
Lot 58 A Back
996
101.3
9.9
Lot 58 A Back
997.5
100.9
10.3
Lot 59 A Front
993.5
107.1
10.5
Lot 59 A Front
995
105.6
8.8
Lot 59 A Back
995
102.2
13.1
Lot 59 A Back
996.5
103.4
11.4
985
06-29-05
r Lot 55 A Front
1002 +1
102.0
16.3
986
06-29-05
f Lot 55 A Front
1003.5 j
101.2
16.5
987
06-29-05
Lot 56 A Front
1001.5 +
103.1
11-9
988 {
06-29-05
Lot 56 A Front
1002.5
104.4
11.4
989
06-29-05
Lot 55 A Back
1002.5
106.1
1.0.2
990
06-29-05
1 Lot 55 A Back
1.003.5
1.03.4
1.3A
991
06-29-05
Lot 56 A Back
1001.5
103.6
9.1
992
06-29-05
Lot 56 A Back
1.002.5
105.5 �
8.4
993
06-29-05
Lot 57 A Front
1000.5
107.4
13.4
994
06-29-05
Lot 57 A Front
1001.5
106.2
14.5
995 1
06-29-05 !
Lot 57 .A Back
999
99.1
17.1
92
91
94
93
92
93
95
95
97
94
96
94
94"
96
95
96
95
94
94
96
97
95
92
92
96
94
93
94
93
92
94
95
95
94
94
96
96
95
90
112.0
1.12.0
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
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
1.'10.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
110.0
110.0
11,0.0
112.0
112.0
110-0
DATE: March 2, 2006
Sladden F.nvi nparb.a
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. pate Tested I Location
996 06-29-05
997 06-29-05
998 06-29-05
999 06-29-05
1000 06-29-05
1001 06-29-05
1002 06-29-05
1003, 06-29-05
1004 06-29-05
7005 06-29-05
1006 06-29-05
1007 06-29-05
1008 06-29-05
1009 06-29-05
1010 06-29-05
1011 06-29-05
1012 06-29-05
1013 06-29-05
1014 06-29-05
1015 06-29-05
1016 06-29-05
1.01.7 06-29-05
1018
1019
1020
1021;
1022�
1023
1024
1025
1026
1027
1028
1029
1030
1031
1032
1033
1034
1035
1036
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05 �II
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
06-30-05
Lot 57 A Back
Lot 58 A Front
Lot 58 A Front
Lot 58 A Back
Lot 58 A Back
Lot 59 A Front
Lot 60 A Front
Lot 60 A Font
Lot 61 Front
Lot 61 Front
Lot 12 A Front
wt 1.2 A Center
Lot 12 A Back
Lot 1.3 A Front
Lot 13 A Center
Lot 13 A Back
Lot 14 A Front
Lot 14 A Back
Lot 14 A Center
Lot 15 A Front
Lot 15 A Center
I_.ot 15 A hack
Lot 68 Front
Lot 68 Front
Lot 67 Front
Lot 67 Front
Lot 66 Front
Lot 66 Front
Lot 65 Front
Lot 64 Front
Lot 69 Front
Lot 69 Front
Lot 62 Front
Lot 62 Front
Lot 63 Back
Lot 63 Back
Lot 62 Back
Lot 62 Back
I,.ot 63 Front
Lot 63 Front
Lot 69 Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Tory Density I % Mo'sture
In Place j In Place
1.000.5
996.5
998
998.5
999.5 `
996
992.5
994.5
992.5
994.5
PG
PG
PG
PG
PG
PG
I'G
PG
PG
PG
PG
I7G
989 j
991 {
989
991
989 i.
991
990
990
993
994.5
990.5 k
992.5
990.5
992.3
990
992
990
992
989
1.01.3
105.2
106.6
107.3
1,04.2
104,1
105.5
99.8
108.4
103.1
99.2
99.8
102.4
101..1
103.5
100.4
99.0
101.4
102.4
102,0
100.E
106.3
100.6
102.2
101.0
1.03.1
104.5
102.5
102.3
104.1.
106.3
1.03.9
105.4
102.9
1.04.4
104.1
101.8
106.3
103.4
100.8
103.3
11.8
13.4
10.8
12.5
14.0
11.6
8.0
12.1
10.9
10.3
10.6
8.3
9.6
15.4
9.9
12.1
9.2
8.3
10.4
16.1
15.8
16,4
15.5
10.2
13.4
11,1
14.2
12.3
10.8
11.4
9.0
10,1
8.8
11.4
11.8
10.2
13.1
9.9
12.7
11.0
Relative I Maximum
92
96
97
98
95
95
96
91
99
94
90
91.
93
92
94
94
90
92
93
93
91
97
91
93
92
94
95
93
93
95
97
94
96
94
95
95
93
97
I94
92
94
110.0
110.0
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
110.0
1.10,0
110.0
110.0
110.0
110.0
11.0.0
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
11.0.0
110.0
110,0
110.0
110.0
110.0
� 770.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Test No. j Date Tested I Location
1037
1038
1039
1040
1041
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051�1052
1053�
1054
1055
1056+
1057�
1058
1059
1060I
1061.
1062
1063
1064.
1065;
10661
10671'
10681'I
1069?
1070i
1071
10721
1073,
10741
1
10751
1076j
06-30-05
06-30-052
06-30-05
06-30-05
06-30-052
06-30-05
06-30-05 J
06-30-05
06-30-05
06-30-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01.-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-01-05
07-05-05
07-05-05
Lot 69 Front
Lot 68 Front
Lot 68 Front
Lot 67 Front
Lot 67 Front
Lot 66 Front
Lot 66 Front
Lot 65 Front
Lot 65 Front
Lot 64 Front
Lot 69 A Front
Lot 69 A Front
Lot 68 A Front
Lot 68 A Front
Lot 67 A Front
Lot 67 A Front
Lot62 A Front
Lot 62 A Front
Lot 63 A Front
Lot 63 A Front
Lot 66 A Front
Lot 66 A Front
Lot 65 A Front
Lot 65 A Front
Lot 64 A Front
Lot 64 A Front
Lot 24 A Front
Lot 24 A Center
Lot 24 A Back
Lot 23 A Front
Lot 23 A Center
Lot 23 A Back
Lot 22 A Front
Lot 22 A Center
Lot 22 A Back
Lot 21 A Front
Lot 21 A Center
Lot 21 A Back
Lot 69 A Front
Lot 69 A Front
TEST RESULTS
LTS
PROJECT NO: 522-4910
REPORT NO: 06-02-120
Elevation Dry Density % Moisture ( Relative Maximum
In Place in Place + Cnmmntinn i n1 picit„
991
993
994.5'
993
995
993
994.5
992
994
992
996
997.5
996
997.5
996
997.5
993
994.5
993
994.5
996
997
995
996.5
994
995.3
PG
13C;
PG
PCB
PC
PG
PC
PG
PG
PG
PG
PG
998.5
1000
105.0
101.6
104.5
103.3
105.0
100.8
101.,5
104.7
107,1.
102.2
101.4
1.01..6
104.3
1.02.6
103.4
100.8
105.7
104.6
102.5
101.4
103.4
103.0
101,4
100.8
106.0
104.2
104.6
104.2
107.8
99.1
106.9
107.4
106.5
104.6
107.1
105.9
100.5
103.7
102.4
104.0
10.1
95
110.0
9.9
920
110.0
11.3
95
11010
i 14.4
94
110.0
10.6
95
1.1.0,0
13.5
92
11.0.0
1.1..7
92
110.0
8.3
95
110.0
8.9
97
110.0
12.4
93
110.0
11.3
92
110.0
10.7
92
110.0
9.8
95
'110.0
12.5
93
110.0
10,0
94
110.0
11.3
92
110.0
14•1
96
110.0
13.2
95
110.0
12.9
93
110.0
11.6
92
11.0.0
12.6 +
94
110.0
11.8
94
110,0
13.5
92
110.0
12.0
92
110.0
10.7
96
110.0
11.9
95
110.0
11.1 G
95
110.0
15.6 j
95
110.0
8.4 !
98
110.0
10.0
90
110.0
9.3 1
95
112.0
8.4
96
112.0
11.1.
95
112.0
7.7
93
112.0
8.6
96
112.0
6.8
96
112.0
7.7
91
110.0
6.5 I
94
110,0
9.9
91.
112.0
7.1..1
93
112.()
DATE: March 2, 2006
Madden FnninPOri,.o
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. Date Tested � Location
1.077
07-05-05
Lot 68 A Front
1078
07-05-05
Lot 68 A Front
1.079
07-05-05
Lot 67 A Front
1080
07-05-05
Lot67 A Front
10i31
07-05-05
Lot 62 A Front
10821
07-05-05
Lot 62 A Front
1083
07-05-05
Lot 63 A front
1084
07-05-05
Lot 63 A Front
1085
07-05-05
Lot 60 A Front
1086
07-05-05
Lot 60 A Front
1087
07-05-05
Lot 61 A Front
10881
07-05-05
Lot 61 A Front
1089
07-05-05
Lot 60 A Back
10901
07-05-05
Lot 60 A Back
1091;
07-05-05
Lot 61 A Back
1092'
07-05-05
Lot 61 A Back
1093;
07-05-05
Lot 63 A Back
1094
07-05-05
Lot 63 A Back
1095
07-05-05
Lot 62 A Back
1096
07-05-05
Lot. 62 A Back
i
1097'
07-06-05
Lot 44 B Front
10981
07-06-05
Lot 45 B Front
1.099
07-06-05
i Lot 45 B Front
1100
07-06-05
I Lot 45 8 [lack
1.101'
07-06-05
! Lot 45 B Back
1102
07-06-05
' Lot 1.06 B Back
1103
07-06-05
l Lot 107 B Back
1104'
07-06-05
Lot 106 B Back
11051
07-06-05
Lot 107 5 Rack
1106
07-06-05
Lot 108 B Front
1107
07-16-15
Lot 108 B Back
11,08
07-06-05
Lot 44 B Back
1109
07-06-05
Lot 44 B Back
1110
07-06-05
Lot 46 B Back
1111
07-06-05
Lot 46 B Back
1112
07-06-05
Lot 106 B front
1113
07-06-05
1 Lot 106 B Front
1114
07-06-05
Lot 107 B Front
1115 1
07-06-05
' Lot 107 B Front
1116' 07407-05 1 Lot 45 B Back
DATE: March 2, 2006
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I
Dry Densityj % Moisture
In Place i In Place
998.5
1000.5
998.5
1.000
995.5
997
995.5
997
996
997
995.5
997
994
995.5
994
996
994 1
996
994
996
104.5
101.3
106.1.
102.7
100.8
103.4
1.05.7
102.0
107.1
104.4
1.03.8
105.1
101,.8
100.6
104.8
102.6
101.1
101.5
103.0
102.4
984
102.2
984 1
100.4
986
102.5
985
1.04.6
987
105.9
980.5 f
100.7
979.5 C
101.4
982
96.4
981.5
94.2
978
99.8
978
101.4
985
105.1
987
102.4
985
101.3
987
103.0
981
106.3
982.5
102.5
979.5
104.4
981.5
96.0
989 107.1
Relativc I Maximum
I
10.7
i
93
112.0
8.6
90
112.0
12,4
95 j
112.0
9.0
92
1.12.0
12.8
90
112.0
10.2
94
11.0.0
11.4
94
112.0
9.1
91
112.0
9.3
96
112,0
1.3.5
93
112.0
13.1
93
112.0
14.3
94
112.0
11.4
91
1.12.0
14.1
91.
110.0
10.3
94
112.0
8.9
93
110.0
10.5
92
110.0
8.4.
92
110.0
12.9
94
110.0
10.8
93
110.0
9.5 !`
93
110.0
15.6
91
110.0
153
93
110.0
9.0
95
110.0
13.3
96
110.0
17.2
90
112.0
16.9
92
112.0
5.1*
86*
112.0
3.8*
84*
112.0
8.7
91
110.0
9.2
92
1 *10.0
j 9.8
94
112.0
1 10.3
91
112.0
11.4
90
112'0
i 8.6
92
112.0
10.4
95
11.2.0
8.1
92
112.0
11,6
93
112.0
5.3*
86*
112.0
1 12.8
96
112.0
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No, ! Date Tested
3117
07-07-05
1118
07-07-05
1119
07-07-05
1120
07-07-05
1121j
07-07-05
1122+
07-07-05
1123 I
07-07-05
11241
07-07-05
1125�
07-07-05
1126
07-07-05
1127
07-07-05
1128
07-07-05
11291
07-07-05
1130;
07-07-05
13,31'
.
07-07-05
11.321
07-07-05
11331
07-07-05
1134,
07-07-05
1135,
07-08-05
11361
07-08-05
11371
07-08-05
113$!
07-08-05
1139
07-08-05
1140
07-08-05
1141�
07-08-05
1142
07-08-05
3.1431
07-08-05
1144
07-08-05 j
1145�
07-08-05
11461
07-08-05
11.47'.
07-08-05
11481
07-08-05 1
1149!
07-08-05 f
11501
07-08-05
1,151.1
07-08-05
10521
07-08-05
11531
07-08-05
11541
07-08-05
11551
07-08-05
1.1.56 !
07-08-05
11371
07-08-05
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
i.acation Elevation ' Dry Density I
% Moisture i Relative Maximum
i In Place In .place Cmmnacr;An t n..., f-
Lot 45 B Back
991
108.3
Lot 44 B Back
989
101.9
10.4
Lot 44 8 Fuck
991
101.1
14.5
Lot 43 B Back
984
300.8
-8,2
Lot 43 B back
986
101.8
11.0
Lot 45 B Front
988
109.5
14.8
Lot 45 B Front
990
104.6
9.1
Lot 44 B Front
-986
103.4
10 7
Lot 44 B Front
988
1 102.3
11.5
Lot 43 B Front
984
10.3
16,6
Lot 43 8 Front
986
104.0
12.7
Lot 42 B Front
984.5
108.7
10.5
Lot 42 13 Front
986.5
100.6
15.2
Lot 41 B Front
984,5
1.01A
I
11.5
Lot 41 B Front
986.5
105.5
9.0
Lot 43 B Center
986
106.8
11.3
Lot 42 B Center
985.5
103.6
9,4
Lot 41 8 Center
986
102.0
13.2
Lot 46 B Front
985 1
1016
8.8
Lot 46 B Front
987
101.9
8.2
Lot 45 B Front
992
105.5
1.0.7
Lot 45 B Front
i
993.5 i
104.0 r
11.5
Lot 44 B Front
990 �
1.01..4
9.9
Lot 44 B Front
991.5 '
105.7
13A
l..ot 43 B Front
988 j
106.2
12.6
Lot 43 B Front
989.5
102.8
11.3
Lot 42 B Front
988.5
104.1
8.7
Lot 42 B Front
990
101.3
10.5
Lot 41 B Front
988.5
101.4
11.5
Lot 41 B Front
990
105.0
9.0
Lot 46 B Back
989 1
102.8
10.6
Lot 46 B Back
991
106.3
8 8
I.-ot 4513 Back
992 1
1.04.0
12.4
Lot 45 B Back
993.5
103.3 j
11,1
Lot 44 B Back
992
101.4
9.3
Lot 44 B Back
993
101.8
10.2
Lot 43 6 Back
988
1.07.3
&6
Lot 43 B Back
989.5
103.1
9,9
Lot 42 B Back
985
102.4
1,0.5
Lot 42 6 Back
986.5
100.6
13,4
Lot 41 B Back
984.5
104.4
9,2
97
91
90
90
91
98
93
92
91
92
93
97
90
1 91
94
90
93
91
93
91
94
93
92
94
95
93
93
92
91
94
92
95
f 93
92
91
91
96
92
91
90
93
112.0
1 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
1.12.0
112,0
112.0
� 772,0
112.0
112,0
112.0
112.0
110,0
112.0
112,0
110.0
112,0
110,0
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
DATE: March 2, 2006
Sladden Etwineerin.
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. 1 Date Tested I Location
1158 07-08-05
11591
07-11-05 1
1160
07-11-05
1161�
07-11-05
1162,
07-11-05
1163,
07-11-05
1164
07-11-05 `
11651
07-11-05
1166'
07-11-05
1167
07-11-05
11681
07-11-05 i
1169�
07-11-05
1,1701
07-11-05
1171
07-11-05
1172
07-11-05
1173
07-11-05
1174
07-11-05
11751
07-11-05
1176
07-11-05
1177
07-11-05
1178
07-11-05
1179
07-11-05
1180
07-11-05
1181
07-1,1.-05
1182�
07-11-05
1183
07-11-05
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
07-12-05
07-12-05
07-12-05
07-12-05
Lot 41 B Back
Lot 109 B Back
Lot 109 B back
Lot 110 B Back
i,.ot 110 8 Back
Lot 110 B Front
Lot 110 B Front
Lot 109 B Front
Lot 109 B Front
Lot 70 A Back
Lot 70 A Back
Lot 69 A Back
Lot 69 A Back
Lot 68 A Back
Lot 68 A Back
Lot 67 A Back
Lot 67 A Back
Lot66 A Back
Lot66 A Back
Lot 65 A Back
Lot65 A Back
Lot 70 A Back
Lot 69 A Back
Lot 68 A Back
Lot 67 A Back
Lot66 A Back
Lot 7 B Back
Lot 7 B Back
Lot 8 B Back
Lot 8 B Back
Lot 813 Nront
Lot 8 B Front
Lot 7 B Pront
Lot 7 B Front
Lot. 9 A Front
Lot 10 A Front
Lot 10 A Front
Lot 11 A Front
Lot 11 A Front
Lot 11 A Back
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture Relative Maximum
In Place In Place Compaction ` Dcmtiit
986.5 104.1 11.3 } 93 } 112.0
977 V
978.5 V
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 f
994.
1001 S
1003
1002.5
1004.5
1,000.5
1002.5
1002 j
1004
1001
1000.5
1002.5
100'1
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
108.5
107.0
102.2
107.3
104.4
105.3
101.1
103.6
107.2
105.5
103.2
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
16.6
9.0
16.5
16.8
15.9
13.6
10.8
12.7
11.0
9.9
12.4
10.6
:13.3
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
101.5
i
17.3
92
108.4
13.5 1
97
99.2
14.8
90
102.1
9.6
93
103.6
101
92
104.1
13.6
95
103.6
16.9
94
108.9
12.1
99
10810
16.6
96
107.8
16.2
96
102.0
7.4
93
101.4
9.2
92
1, 02.6
14.1 j
93
99.7
8.5
91.
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
110.0
112.0
112.0
112.0
110.0
112.0
110.0
110.0
110.0
110.0
112.0
112.0
110.0
110.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
110.0
110.0
1.1.0.0
110.0
DATE: March 2, 2006
Madden Engineering
PROJECT NAME: Madison Club
LOCATION- La Quinta, California
Test No.
,..aie i estew Location
i
11981
07-12-05
1 Lot11 A Back
1199
07-12-05
Lot10 A Back
1200
07-12-05
Lot 10 A Back
1201
07-12-05
Lot A Back
12021
07-13-05
Lot III B Front
1203
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
1208
07-13-05
Lot 112 B Back
1209
07-13-05
Lot 112 B Back
1,210
07-13-05
Lot 111 8 Back
1211
07-13-05 '
Lot III B Back
1212
07-13-05
Lot 70 B Back
12131
0743-05
Lot 70 B Back
1214+
07-13-05
Lot69 B Back
1215'
1
1
07-13-05 J
Lot 69 B Back
1216
1
07-13-05
Lot 68 B back
1217
07-13-05
Lot 68 B Back
1218 i
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 8 Back
12231
07-14-05
Lot 98 B Front
1224i
07-14-05 '
Lot 98 B Front
1225
07-14-05 1
Lot 97 B Front
1226
07-14-05
Lot 97 B Front
12271
07-14-05 '
Lot 98 8 Center
1.228
07-14-05
I.,ot 9813 Con ter
12291
07-14-05
Lot 97 B Center
1230.
07-14-05
Lot 97 B Center
1231
07-18-05
Lot 90 B Back
1232
07-18-05
Lot 90 B Back
1233
07-18-05 1
Lot 89 B Back
1234
07-18-05
Lot 9013 Front
1235 i
07-18-05
Lot 90 B Front
1236
07-18-05
Lot 916 Front
TEST RESULTS
PROJECT NO; 5224810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture Relative Maximum
In Place In Place I COE�acrion Deitsiw
1005
104.5
1003
103.0
1005
109.1
1002
106,3
987 f 1, 02.4
980
104.3
977,5
99.5
979
102.2
975
98.8
977
98.9
977.5
99.7
979
103.1
978
104.7
979.5
99,1
996.5
99.0
998.5
98.7
996
104.0
998
105.0
996
102.5
998
102.9
PG
108.3
PG 1
108.6
PC I�
106.7
975 I
103.2
976,5
-104.8
975
105.2
977
99.7
976,5
91.0
978.5 (
94.3
975 I
104.1
976
102.2
976
101.3
977
102.9
978.5
108.1
'980
102.4
.978
90.1
978
103,5
980
105.2
977
96.3
7.0
14.5
9.4
10.7
8.6
12.1
16.6
17.4
16.3
15,4
12.5
14.6
14.3
13.3
'I TO
1 14.1
17,3
14.2
11.5
12.9
10.5
9.3
12.6
17,2
11.2
14.0
19,9
20.5
18.8
16.5
15.8
16,7
14.8
13.9
8.9
7.2
1.0.6
13.8
6.2
95
94
97
95
93
95
90
93
90
90
91
94
95
90
90
91
95
95
93
94
97
97
95
94
95
96
89"
83*
86*
95
93
92
94
97
91
80*
92
94
W
110,0
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
110.0
110.0
110.0
110,0
110.0
110.0
112.0
112.0
112,0
110.0
i 110.0
I 110.0
112.0
i 110.0
-110.0
110.0
110.0
110.0
110.0
112.0
112.0
112,0
112.0
112.0
112.0
DATE: March 2, 2006
Sladden En;Qineerinr
PROJECT NAME: Madison Club
LOCATION. La Quinta, California
Test No. Date Tested Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elcvation Dry Density % Moisture Relative Maximum
In Place In Place Compaction Density
1237
07-18=05
Lot 92 B Front
977
101.4
1238
07-18-05
Retest # 1.236
977
103.0
1239
07-18-05
Lot 91 B Front
979
1.04.5
1240
07-18-05
Retest # 1.233
102.2
1241
07-18-05
Lot 89 B Back
980
106.1
1.242
07-18-05
j 1,ot 89 B Center
978
103.4
1243,
07-18-05
Lot 89 B Center
980
103.7
1244 °
07-18-05
Lot 90 B Center
978.5
101.9
1245 i
07-18-05
Lot 90 B Center
980.5
104.5
1246
07-18-05
Lot 91 B Center
977.5
100.9
1247i
07-18-05
Lot 90 B Center
979.5
105.0
1248
07-18-05
Lot 90 B Front
978,2
1,02.3
12491
07-18-05
Lot 89'B Front
980.5
102.9
1250
07-18-05
Lot 90 B Back
979
106.6
1251.
07-18-05
1..ot 90 8 Back
981
103.0
1
12521
07-19-05
Lot 84 B Front
981.5
1.03.3
1253
07-19-05
Lot 89 B Front
982.5
104.6
12541
07-19-05
Lot 89 B Back
981.5
99.8
12551
07-19-05
Lot 89 B Back
9825
101.3
1256:
07-19-05
Lot 90 B Front
981
105.4
1257{
07-19-05
Lot 90 B Front
982
101.4
12581
07-19-05
IWot 91 8 Back
977
99.3
12591
07-19-05
Lot 91 B Back
979
107.2
1260;
07-1.9-05
Lot 92 B Back
979.5
105.9
1261
07-19-05
Lot 92 B Back
981.5
108.0
1262
07-1- --
Lot 91 B Front
980
104.4
1263
07-19-05
Lot 91, 6 Front
981.3
102.9
1264,
07-19-05
Lot 92 B Front
979
106.1
12651
07-19-05
Lot 92 B Front
981 1
101.1
a
12661
07-20-05
Lot 58 A front
PG
104.3
1267,
07-20-05
Lot 58 A Center
PG
109.8
1268 -
07-20-05
Lot 58 A Back
PC
106.3
]269
07-20-05
I
I Lot 59 A Front
PG
103.9
1270
07-20-05
Lot 59 A Center
PG
1 106.5
1271
07-20-05
Lot 59 A Back
PC
105.1
1272
07-20-05
Lot 60 A Front
PG
109.1
1273
07-20-05
Lot 60 A Center
PG
108.7
1274
07-20-05
Lot 60 A Back
PG
105,2
*1275
07-20-05
Lot 64 A Back
994
101.9
1276,
07-20-05
, Lot 64 A Back
996
103.3
8.3
9.9
11.4
10.3
12.1
11.0
11.5
10.1
12.4
9.3
13.6
8.8
10.7
9.2
10.5
8.8
9.3
16.8
11.6
7.1
9.7
11.2
12.7
13.6
15.3
9.9
8.7
11.5
10.8
10.1
7.7
83
9.2
8.6
9.1
10.1
11.3
8.8
10.5
12.4
91
92**
93
91
95
92
93
91
93
90
94
91
92
95
92
92
93
91
92
94
92
90
96
95
96
93
92
95
90
93
98
95
93
95
94
97
97
94
91
92
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
112.0
112.0
112.0
110.0
110.0
112.0
1'10,0
110.0
112.0
112.0
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
1.12.0
112.0
112.0
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.
mate Tested
Location
Elevation
Dry Density
% Moisture l Relative
Maximum
In Place f
to Place ! Cora action
Pemity
1277
07-20-05
Lot 65 A Back
994.5
107.2
9. 1
96
f 112.00
1278
07-20-05
i Lot 65 A Back
996
104.3
13.4
93
I 112..0
1279
07-20-025
Lot 66 A Back
995.5
101.8
11.3
91
1280
07-20-05
Lot 66 A Back
996.5
105.0
12.0
94
112.0
112.0
1281
07-20-05
Lot 67 A Back
995
106.9
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
9U
112.0
1284
07-20-05
Lot 65 A Back
998 I
103.8
11.2
'
93 ?
112.0
1285
07-20-05
Lot 65 A Back
1000 '
100.4
14,3
90
112.0
1286
07-20-05
Lot64 a Back
999
101.6 1
13.1
91
112.0
1287
1288
07-20-05
Lot 64 A Back
1001
104.7 1
13.6
93
112.0
.
07-20-05
Lot 66 A Hack
998
108.1 II
12.9
97
112.01289
07-20-05
Lot 66 A Back
1000
109.0' f
14.5
, 97
112.0
1290;
07-20-05 1
Lot 67 A Back
998 1
105.8
13.2
1 94
112.0
1291 +
07-20-05
Lot 67 A Back
1.000 +
1.01..5
9.8
+ 91
7.12.0
1292
07-21.-05
Lot 89 B Front
984.5
103.1
9.8
92
112.0
1293
07-21-05 1
Lot 89 B Front
986.5
99.2
14.8
I 90
110.0
1294
12951
07-21-05
07-21-05
Lot 89 B Back
984
105.3
11,9
94
112.0
I
Lot 89 B Back
986
102.8
13.0
92
112.0
1296+
07-21-05
Lot 90 B Front
984
106.6
9.8
95
112.0
12971
07-21-05
Lot 90 B Front
985.3
100.3
15.7
! 91
1298
07-21-05
Lot 90 B Back
983
1.04.7 [
12.5
93
110.0
12991
07-21-05
Lot 90 B Back
985
101.8
1.2.7
91
112.0
1300
07-21-05
Lot 91 B Front
984 '
105.1
13.5
94
112.0
1301 +'+
07-21-05
Lot 91 B Front
986
105.3
17.6
94
112.0
112.0
13021
1303
07-21-05
[lot 91. B Back
981 1
103.1
9.9
92
1.12.0
1304 ;
07-21-05
07-21-05
Lot 91 B Back
983 �
107.2
14.0
96
1.12.0
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
11.2.0
13W
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
104A
12,8
93
112.0
1308;
07-21-05
Lot 93 0 Front
980
105.1. ;
9.4
94
112,0
1309 i
07-21-05
Lot 93 B Front
981.5
108.3
8.5
97
1310
07-21-05
Lot 93 B Back
980
103.3
10.1
�
92
112.0
112,0
1311 I
07-21-05
Lot 93 B Back
981.5
104.0
11.3
93
112.0
1312
07-21-05
Lot 93 8 i� Front t
982.5
7 04.3 f
9.1
93
112.0
1313
07-21-05
Lot 93 B Front
984
103.4
13.0
92 f
112.0
1314
07-21-05
Lot 93 B Back
983
100.8
15.5
90
112.0
1315
07-21-05
Lot 93 B Back
984
102.4
10.8
+ 91 i
112.0
DATE- March 2, 2006
Nitz. don I'!HAiHaani�f is
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Tate Testes! I Location
TEST RESULTS
'PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I Dry Density % Moisture
I In Place ` In Place
I I
134
07-22-05
Lot 71 A Front
PG
102.9
13171
07-22-05
Lot 71 A Center
PG
104.5
13181
.07-22-05
Lot 71 A Back
15G
102.2
1319
07-22705
Lot 70 A 'Front
PG
101.4
1320
07-22-05
Lot 70 A Center
PG
104.4
1321
07-22-05
Lot 70 A Back
PG
106.9
1322
07-22-05
Lot 69 A Front
PG
105.5
1323
07-22-05
Lot 69 A Center
PG
99.7
1324
07-22-05
Lot 69 A Back
I'C,
102.7
13251
07-22-05
Lot 6S A Front
PG
104.6
13261
07-22-05
Lot 68 A Center
pe,
108.9
1327
07-22-05
Lot 68 A Back
PG
107.6
1328
07-22-05
Lot 67 A Front
PC
101.6
1329
07-22-05
Lot 67 A Center
PG
1.02.1
1330
07-22-05
Lot 67 A Back
FIG
106.6
1331
07-22-05
Lot 66 A Front
PC
105.4
`
13321
07-22-05
Lot 66 A Center
PG
106.E
1333
07-22-05
Lot 66 A Back
PG
107.2
13341
07-22-05
Lot 65 A Front
I'G
1.08.5
1335 1
07-22-05
Lot 65 A Center
PG
104.1
1336
07-22-05
Lot 65 A Back
PC
101.8
1337
07-22-05
Lot 64 A Front
PG
105.0
13381
07-22-05
Lot 64 A Center
PC
107.5
13391.
07-22-05
Lot 64 A Back
FIG
106.4
1340 '
07-22-05
` Lot 63 A 'Front
PG
107.6
13411
07-22-05
LOT 63 A Center
I'G
106.3
1342'
07-22-05
Lot 63 A Back
PG
1.03.2
1343
07-22-05
Lot 62 A Front
PG
1091
V
1344,
07-22-05
Lot 62 A Center
PG
107.3
13451
07-22=05
Lot 62 A. Back
PG
108.6
73461
07-22-052
Lot 61 A Front
PG
-104.5
1347.
07-22-05
Lot 61 A Center
PC, `
109.3
13481
07-22-05
Lot 61. A Back
PG 1
109.2
1349
07-25-05
Retest 9 1224
103.3
1350
07-25-05
Lot 98 B Front
979
105.1
1351
07-25-05
Lot 98 B Back
977
101.6
1352 •
07-25-05
` Lot 98 B Back
979
104.4
1353
07-25-05
Retest # 1225
102.2
1354
07-25-05
Retest # 1226
101.8
1355
07-25-05
Lot 97 B Back
978.5
105.3
11.8
11.9
8.7
9.1
9.6
10.1
14.1
15.2
13.5
8.2
10.1
9.5
12.5
8.4
7.5
10.3
71..8
8.3
10.6
9.5
7.7
13.5
11,0
9.6
9.2
9.4
10.1
7.8
8.8
9.2
11.5
10.4
11.6
Relative
93
95
93
91.
93
95
94
91
93.
93
97
96
91
91
95
94
95
96
97
93
91
94
96
95
96
95
92
97
96
93
93
98
98
16.7
92**
14.5
94
17.0
91
15.1
93
16.0
91**
13.6
91**
13.9
94
Maximum
110.0
110.0
110.0
112.0
112.0
112.0
112.0
110.0
1.10.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
11,2.0
11.2.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
1,12.0
112.0
112.0
12.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. � Date Tested I Location
1356
1357
1358
1359
1360
1361I
1.362
1363
1.364
07-25-05
07-25-05
07-25-05
07-25-05
07-25-05
07-25-05
07-25-05
07-25-05
07-25-05
13651
07-26-05
1366
07-26-05
1367
07-26-05
1368
07-26-05
1369
07-26-05
1370
07-26-05
1371
07-26-05
1372
07-26-05
1373
07-26-05
1374
07-26-05
1375
07-26-05
1376'
07,26-05
1377�
07-26-05
1378
07-26-05
1379f
07-26-05
1380I1f
07.26-05
1381
07-27-05
1382 !
07-27-05
13831
07-27-05
13841
07-27-05
1385
07-27-05
1386 '
07-27-05
1387
07-27-05
1388
07-27-05
1389
07-27-05
1390
07-27-05
1391
07-27-05
13921
07-27-05
1393i
07-27-05
13941
07-27-05
TEST RESULTS
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture f Relative ; Maximum
In Place In Place Compaction I Density
1
Lot 97 B Back
980.5
103.4
14.7
92
1 112.0
[aot 98 6Frprlt
981
106.6
12.9
1 95
1.12.0
Lot 98 B Front
983
103.5
12.4
92
112.0
Lot 98 B Back
981
1 1.02.1 �
1.3.6
91
112.0
Lot 98 B Back
983
102.9 '
17.0
1 92
112.0
Lot 97 B Front
980.5
100.9
15.5
90
112.0
Lot 97 B Front
987.5
1.05.0 1
11.6
94
112.0
Lot 97 B Back
981.5
106.6
13.3
95
112.0
Lot 97 B Back
983
104.8
11,2
94
7.1.2.0
Lot 114 B. Front
977.5
105,1
8.3
94
112.0
Lot 114 B. Front
979.5
103.7
17.5
93
112.0
Lot 114 B Back
977.5
102,5
8.9
92
112.0
Lot 114 B Back
979.5
101.1
14.5
90
1.12,0
Lot 115 B Front
977
106.0
'9.6 +
95
112.0
Lot 11513 Front
978.5
105.1
12.4 i
94
112.0
Lot 115 B Back
977
100.8
10.0
90
112.0
Lot 115 B Back
978.5
107,1
17.2 f
96
j
112.0
Lot 1.1.6 8 Front
975.5 �
103.8
10.3
93
112.0
Lot 116 B Front
977
103.6
11.2
93
, 112.0
Lot 1.1.61313ack
975.5 �
105.3
15,7
94
1.12.0
Lot 116 B Back
977
104.0
16.9
93
1 112.0
Lot 114 B Front
981.
103.7
7 0 0
92
112.0
Lot 114 B Back
981 f
106.3
71.4
95
112.0
Lot 115 B Front
980.5
107.0
16.8
96
112.0
Lot 115 B Back
980
106,7
17.1
95
! 11.2.0
Lot 39 B Front
984.5
101.4
+
I
9.3
91
112.0
Lot 39 B Front
986.5
105.0
10.8
94
112.0
Lot 38 B Front
984
3.06.8
12.5 I
95
112.0
Lot 38 B Front
986
104.3
11.1
93
112.0
Lot 37 B Front
984.5
103.1
8.8
92
112.0
Lot 37 B Front
986.5
103.9
10.4
93
112.0
Lot 39 B Front
988.5
107.5
11.3
96
112.0
Lot 39 B Front
990.5
105.6
1.3.3
94
11210
Lot 38 B Front
788
101.8
14.8
91.
112.0
Lot 38 B Front
989.6 1
100.9
12.2
90
112.0
Lot 37 B Front
988.5
108.1
13.5
97
112.0
Lot 37 B Front
990
106.3
12.6
95
112.0
Lot 39 B Back
984.5
'103.9
14.4
93
11210
Lot 39 B Fuck
986
103.2 1
12.0
92
112.0
DATE: March 2, 2006
Sladden En-eineerinp
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO; 06-02-120
Elevation Dry Density I % Moisture
In Place I In Place
1395
07-27-03
Lot 38 B Back
984
1396
07-27-05
Lot 38 B Back
986
1397
07-27-05
Lot 37 B Back
984.5
1398
07-27-05
Lot 37 B Back
986.5
1399
07-27-05
Lot 39 B Back
988
14001
07-27-05
Lot 39 B Back
989.5
14011
07-27-05
Lot 38 B Back
988
14021
07-27-05
Lot 38 B Back
989.5
1403
i 07-27-05
Lot 37 B Back
988.5
1404
! 07-27-05
Lot 37 B Back
990
1405
07-28-05 '
1406 ,
07-28-05
1407;
07-28-05 a
1408i
07-28-05 {
14M
07-28-05
141.0
07-28-05
1411
07-28-05
1412
07-28-05
1.413 i
07-28-05
1414
07-28-05
1415
07-28-05
14164
07-28-05
1417!
07-29-05
14181
07-29-05
1419
07-29-05
1420;
07-29-05
1421j
07-29-05
1422!
07-29-05
1423�
07-29-05
1424
07-29-05
1425
07-29-05
1426
07-29-05
1.427
07-29-05
1428
07-29-05
1.429
07-29-05
1430
07-29-05
1.431,
07-29-05
1432
07-29-05
Lot 39 B Back
Lot 39 B Back
Lot 38 B Back
Lot 38 B Back
Lot 37 B Back
Lot 37 B Back
Lot 39 B Front
Lot 39 B Front
Lot 38 B Front
Lot 38 B Front
Lot 37 B Front
1,ot 37 B Front
Lot 37 B Front
Lot 37 B Back
Lot 38 B Front
Lot 38 B Back
Lot 39 B Front
Lot 39 B Back
Lot 98 B Front
Lot 98 B Front
Lot 98 B Back
Lot 98 B Back
Lot 97 B Front
Lot 97 B Front
Lot 97 B Back
Lot 97 B Back
Lot 88 8 .Front
Lot 88 B Back
991.5
992.5
991
992.5
991
992.5
991.5
992.5
991
992.5
991
992.5
I
993.5
993.5
993.5
993.5
994
994
985
986
985
986
984
985.5
984.5
985.5
976
975.5
107.0
104.5
102.9
101.0
108.0
105.1
102.0
105.7
101.5
106.0
1,08.4
103.7
109.6
'103.7
104.2
108.6
102.5
1.01.0
102.9
105.8
107.3
108.5
99.9
105.2
99.7
10:1.5
1.03.3
100.1
93.1
92.4
102.8
104.4
106.3
105.8
104.0
1.01.6
107.6
104.9
9.9
10.7
15.1
11.0
12.2
15.1
9.6
13.2
11.3
8.7
14.1
10.7
12.4
12.6
16.7
12.9
"12.4
17.6
12.1
10.7
16.6
15.1
15.6
10.8
10.8
11..2
16.3
11.2
7.1"�
6.6"
10.9
13.6
14.1
12.9
11.8
10.7
14.5
12.3
Relative
- Maximum
_Compaction
1 _Mnsity
i
96
I
112.0
93
112.0
92
112.0
90
112.0
96
112.0
94
11.2.0
91
112.0
94
112.0
91
112.0
95
112.0
97
112.0
92
1,12.0
98
1 112.0
93
j 112.0
93
1.12.0
97
112.0
92
112.0
90
112.0
92
112.0
94
112,0
`
96
112.0
97
112.0
j 91
110.0
94
112.0
91
? 110.0
91
; 112.0
i 92
112.0
91
110.0
85w
j 11,0.0
84"
i 110.0
1 93
110.0
95
110.0
95
112.0
94
112.0
93
112.0
91
112.0
96
112.0
94
112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Tcst No.
Uatc 'restcd Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Ivry Tensity ' % Moisture
In Place I In Place
1433
08-01-05
i
Lot 52 B Front
979
104.1
11.9
1434
08-01-05
Lot 52 B Back
978.5
102.4
9.7
1435
08-01-05
Lot 53 B Front
978
101.8
12.5
1436
08-01-05
I.,ot53 B Back
978.5
105.9
10.6
1437
08-01-05
Lot 54 B Front
977.5
106.6
12.3
1438
08-01-05
Lot 5413 Back
977
1 101.0 J
:1.4.9
1439
08-01-05
Lot 55 B Front
977.5
103.4
9.8
'1440
08-01-05
1.,ot 5513 Back
977.5
t
103.8
13.2
1441
08-01-05
Lot 56 B Front
977
107.3
13 9
1.442
08-07-05
Lot 56 B Back
976.5
104.4
11.0
14431
08-01-05
Lot 57 B Front
976.5
101..3
8.9
1444
08-01-05
Lot 57 B Back
977
102.7
12.1
1A
08-01-05
Club House
966.0 1
99.3 1
17.2
2A i
08-01.-05
Club House
968.0
102.0
18.7
3A
08-01-05
Club House
966.0 1
99.7 1
19.2
4A
08-01-05
I Club 1-louse
961.0
100.9
1.9.9
5A
08-01-05
Club House
963.0
103.3
20.9
6A
08-01-05
Club House
967.0
100.1
19.2
7A
08-01-05
Club House
969.0 1
102.9
14.9
8A
08-01-05
Club House
965.0
102,3
17.5
9A i
f
08-01-05
1 Club House
967.0
98.6 1
12.7
10A ±
08-02-05
Club House
i
969.0
104.0
17.0
11 A
08-02-05
Club House
971.0
100.1
16.4
12A
08-02-05
Club House
970.0
101.2
18.7
13A
08-02-05
Club House
971.0
102.7
19.4
14A i
08-02-05
Club House
973.0
102.4
20.5
14451
08-02-05
Per flan
979.5
100.8
16.6
14461
08-02-05
Per Plan
980.5
101.9
10.8
14471
08-02-05
Per Plan
979.5
104.3
11.9
1448
08-02-05
Per Plan
981
1.01.5
9.4
1449 i
08-02-05
Per Plan
978.5
102.7
12.5
14.50j
I
08-02-05
Per Ilan
979.5
'100.9
1451
08-02-03
Per Plan
979.5
104.8
10.2
1452,1
08-02-05
Per Plan
981.5
104.E
10.9
14531
08-02-05
Per Plan
980
108.1
13.3
1454
08-02-05
Per Plan
981.5
105.4
11.6
1455.
08-02-05
Per Plan
980
106,3
11.0
1456
08-02-05
Per Plan
981.5
103.9
12.5
Relative Maximum
2T action DvnsitX
93
91
91
95
95
90
92
93
96
96
90
92
90
94
91
92
95
91
94
93
90
95
91
92
94
93
92
93
95
92
92
92
94
93
97
94
95
93
112.0
112.0
F 112.0
112.0
1.12.0
f 112.0
112.0
112.0
112.0
712,0
112.0
11.2.0
1.10.0
1'10.0
110.0
110.0
110.0
110.0
170.0
110.0
110.0
110.0
110.0
110.0
11().0
110.0
110.0
110.0
110.0
110.0
'112.0
110.0
112.0
112,0
112.0
112,0
112.0
112.0
DATE: March 2, 2006
Sladden EnuineerinQ
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. j Date Tested I Location
1457`
14581
1459-
14601
14.61.
1.
1462
1.4631
1464
1465
1466
1467
1468
1469
1470
147I
A
B
D
E
F
1472
1.473
1474;
1475
1476
1477
1478
1479
1480
1481
1482
1483
1484
1485
1486
1487
1488
1489
1490
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-05
08-03-0.5
08-04-05
08-04-05 {
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05
08-04-05 j
08-04-05
08-04-05 j
08-04-05
08-04-05
08-04-05 {
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Tensity % Moisture Kelative
In Place In Place Cq attic
Lot 89 B Front
988.5
105.1
Lot 89 B Front
990.5
104.2
Lot 89 B Back
988
107.9
Lot 89 B Back
990.
103.8
Lot 90 B Front
978.5
106.6
Lot 90 B Front
989,5
106.1
Lot 90 B Back
987
102.5
Lot 90 B Back
989
102.8
Lot 91 B Front
988
108.1
Lot 91 B •Back
985
105.3
Lot 91 B Back
987
101.6
Lot 92 B Front
986.5
103.7
Lot 92 B Back
986.5
103.5
Lot 9313 Front
985.5 i
W.8
1.ot 9313 Hack
985
104.4
Lot 60 Front
975
102,4
Lot 60 Back
975
101.1
Lot 59 Back
975
1.03,7
Lot 59 Front
975
100.2
Lot 58 Front
976
103.1
Lot 58 Back
976
101,8
Lot 94 B Front
980
1.01.8
Lot 94 B Back
979.5
103.3
Lot 95 A Front
979
107.5
Lot 95 B Back
797
104.4
Lot 46 B Front
978
102.9
Lot 46 B flack
978.5
105.1
Lot 94 B Front
982
108.2
Lot 94 B Front
983,5
106.1
Lot 9513 Front
981
104.5
Lot 95 B Front
983
102.4
Lot 96 B Front
980
103.9
Lot 96 B Front
982
105.5
Lot 94 B Back
981.5
101.2
Lot 94 8 Back
983.5
103.1
Lot 95 B Back
981
107.4
1..ot 95 B Back
983
104.6
Lot 96 B Back
980.5
104.8
Lot 96 B Back
982
.101.6
Retest 91423
101.3
13.3
11.6
9.9
12.0
10.5
11.3
34.5
13.4
10.7
13.8
1.0.0
9.2
1.2.4
11.0
14.1
1.6.0
10.1.
19.3
10.2
15.9
17.5
10.9
'13.5
11.0
8.8
12.6
11.7
14,1
12.5
10.8
13.0
11.4
14.5
9.6
10.3
13.2
11.4
10.2
'12'.7
8.6
94
93
96
93
95
95
92
92
97
94
91
93
92
96
93
93
92
95
91
94
93
91
92
96
93
92
94
97
95
93
91
93
94
90
92
96
93
94
91
9()*W
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
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
1.12.0
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
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION; I.,a Quinta, California
Test No. I Date Tested J Location
1491
1.492
1493
1494
1495
1496
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture I Relative j Maximum
In Place In Place Comnenti�,n r1P„"r.,
08-04-05
Retest # 1424
103.5'
9.0
08-04-05
Lot 98 B Back
986
104.4
8.5
08-04-05
Lot 97 B Front
987.5 1
102.0 {
11..3
08-04-05
Lot 97 B Back
987.5
105.1
10.5
08-04-05
Lot 96 B Front
984
103.3
13.9
08-04-05
Lot 96 13 Back
984
1.07.6 1
12.7
1497
08-05-05
l,ot 89 B Front
1498
08-05-05
Lot 89 B Center
1499
08-05-05
l..ot 89 B Back
1500
08-05-05
Lot 90 B Front
1501
08-05-05
laot 90 B Back
1502
08-05-05
Lot 90 B Center
1503
08-05-05
Contour between
1504
08-05-05
Meriwether &
1505
08-05-05
Humboldt
1506
08-05-05
Per Plan
1507
08-05-05
Per Plan
1508
08-05-05
Per Plant
1509
08-05-05
Per Plan
1510
08-05-05
Per Plan
1511
I
08-05-05
Per Ulan
113 !
08-05-05
Club House
213
08 05-()5
Club House
3B 1
08-05-05
Club House
4B
08-05-05
Club House
513
08-05-05
Club House
6B
08-05-05
Club House
7B 1
08-05-05
Club House
8B
08-05-05
Club House
913
08-05-05
Club House
1013
08-05-05
Club House
11B
08-05-05
Club House
12B
08-05-05
Club House
13B
08-05-05
Club House
14B 1
08-05-05
Club House
15B
08-05-05
Club House
1.61)
08-05-05
Club House
17B
08-05-05
Club House
18B ; 08-05-05 : Club House
PG
108.3
10.4
PC
1.05.5
:11..6
PG
108.4
10.9
PC
103.8
13.8
PG
105.9
12.1
PG
102.6
12.9
981,
104.7
14.8
981.5
102,0
13.2
981
108.9
15.3
982
106.1
12.8
980.5
103.6
10.7
980.5
105.5
15.5
981
109.1
13.3
982
106.4
11.8
981,5
104.5
12.5
92**
93
94
94
93
96
97
94
97
93
95
92
93
91
97
95
93
94
97
95
93
112.0
112.0
112.0
112,0
112.0
112.0
' 112.0
II 112.0
j 112,0
112.0
112.0
112.0
1.12.0
112.0
112.0
1.1.2.0
112.0
112.0
112.0
112.0
112.0
975.0
101.8
1 17.8
93
110.0
975.0
100.1
8.9
91
110.0
975.0
1.04.0
1 15.8
96
110.0
975.0
108.8
9.4
99
110.0
975.0
99.2
10.1
90
110.0
972.0
107.6
9.5
98
110.0
974.0
100.4
9.7
91
110.0
975.0
102.5
12.4
94
'110.0
977.0
101.3
10.9
92
1.10.0
977.0
105.2
8.9
95
110.0
479.0
100.3
13.1
91.
1.10.0.
975.0
103.2
10.8
94
110.0
977.0
101.4
10.1
92
110.0
975.0
108.2
15.9
98
110.0
977.0
106.8
18.1
97
110.0
977.0 1
105.6
16.2
96
1 110.0
977.0
101.0
13.9
92
1 110.0
977.0 f
104.4 1
19.2
95
110_t)
DATE: March 2, 2006
Sladden 1. rtgoineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No,
Date Tc%tcd I
Location
Elevation
Dry Density
% Moisture
Relative
maximum
`
1
In Place
in Place
Com action
Densi
19B
I
OS-05-05 '
Club House
977.0
105.6
10.2
95
110.0
20B
08-05-05
Club House
977.0
106.3
12.8
96
110.0
E
1512'
08-08-05
Lot 91 B Front
PG
108.3
9.0
97
112.0
15131
08-08-05
Lot 91 R Center
PG
105.1
11.4
94
! 112.0
15144
08-08-05
Lot 91 B Back
PG
106.5
10.7
95
1.12.0
1515,
08-08-05
Lot 92 B Front
PG
103.8
12.6
93
1.12.0
1.516
08-08-05
Lot 92 B Center
PG
102.9
1.1..1
II 92
112.0
1517
08-08-05
Lot 92 B Back
PG
104.7
13.3
1 93
11.2.0
1518
08-08-05 {
Lot 93 B Front
PG
101.3
9.9
90
112.0
1519
08-08-05
Lot 93 B Center
PC
107.2 1
11.7
96
112.0
1520
08-08-05
Lot 93 B Back
PG
104,4
13.8
93
112.0
1521
08-08-05
Lot 94 B Front
PG
108.5
1 10.7
97
! 112.0
1522
08-08-05
Lot 94 B Center
PG
:1.05.6
8.8
94
1 112.0
1523
0$-08-05
Lot 94 B Back
PG
103.0
12.4
92
112,0
15241
08-08-05
Lot 9513 Front
PG
103.9
10.0
93
112.0
1525
08-08-05
Lot 95 B Center
PG
107.2
I 8.3
96
1 112.0
1526
08-08-05
Lot 95 B Back
PG
104.6
11..5
93
112.0
1527
08-08-05
Lot 88 8 Front
997.5
1 102.2
9.6
91
112.0
1528
08-08-5
Lot 88 B Back
977.5
1 104.0
8.1
93
112.0
1529
()8-08-05
Lot 88 B Front
979.5
I 101.6
12,7
91.
I 112.0
1530
08-08-05 i
Lot 88 B Back
9795
105.0
9.0
94
11.2.0
1.537.
08-0$-05 4
Lot 88 B Front
981
103.6
13.2
93
1 112.0
1532.
08-08-05 1
.
Lot 88 B flack
981
103 .8
12.1
93
112.0
1 C I
I
08-08-05 I
Club House
979.0
106.2
15.7
96
110.0
2C
08-08-03 I
Club House
981.0
106,
10.2
96
110.0
3C `
08-08-05
Club House
979.0
104.5
I 12.4
95
11'0.0
4C
08-08-05
Club House
981.0
105.3
11.2
95
11.0.0
`
5C
08-08-05
Club House
979.0
I 103.8
12.3
95
110.0
6C
08-08-05
Club House
981.0
1.02.1
9.8
93
110.0
7C
08-08-05
Club House
979.0
104.9
12.2
95
110.0
8C
08-08-05
Club House
981.0707.3
13.4
97
110.0
9C
08-08-05
1 Club House
979.0
104.1
13.9
95
110.0
10C
08-08-05
Club House
981.0
105.9
12.6
96
110.0
11C 1
08-08-05
Club Bowie
979.0
108.0
15.8
1
98
110.0
12C
08-08-05
Club House
j
981.0
101.2
16.2
92
110.0
I
15331
08-09-05
Lot 12 B Back
975.5
100.8
1
22.4*
85*
119.0
1534
08-09-05
1`
Lot 12 B Back
976.5
101.3
18.5*
85*
17 9,0
1535
08-09-05
Lot 63 B Back
975
1 1.01.2
12.7
90
112.0
DATE: March 2, 2006
$ladder Engineering
PROJECT NAME": Madison Club
LOCATION: La Quinta, California
l e$m 1,40, 1 uate Vested I Location
15361
08-09-05
f
Lot 63 B Back
1537
08-09-05
Lot 64 B Back
1538,
08-09-05
Lot 64 B Back
1.539
08-09-05
Lot 65 B Back
15401
08-09-05
Lot 65 B Back
1541
08-09-05
Lot 66 B Back
1542
08-09-05
Lot 66 8 Back
1D j
08-09-05
Club House
2D
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
10D ?
08-09-05
Club House
08-09-05
Club House
11D
08-09-05
Club House
12D ;
08-09-05
Club House
15431
I
08-10-05
Lot 62 B Front
15441
15451
08-10-05
Lot 62 B Front
08-10-05
Lot 63 1) Front
1546
08-10-05
Lot 64 B Front
1647
08-10-05
Lot 65 B Front
1548
08-10-05
Lot 66 B Front
1549:
08-10-05 1
Lot 67 B Front
1550 i
08-10-05 i
Retest # 1.533 & :1.534.
1551
I
08-10-05
Lot 63 B Back
1552
08-10-05
Lot 64 B Back
1553
08-10-05
Retest k 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
Lot48
D
08-10-05
Lot 48
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02420
rnevatton Dry Density j % Moisture
In Place f in Place
976
! 103.6
974.5
106.4
975.5
102.3
975
97.1
976
95.6
976
99.5
977
103.4
983.0
103.6
985.0
100.1
983.0
105.4
985.0
1.01.5
983.0
102.5
9,95.0
100.7
983.0
1.061.
985.0 ?
103,4
983.0
103.8
985.0
101.7
983.0
107.2
985.0
105.1
975.5 j
109.4
9763.5
108.3
976.5
104.5
978
1.06.6
975
103.9
977
105.5
973
104.1
104.5
976
101.3
974.5
103.4
105.3
975
103.1
976
104.7
972
100.8
983 104.1
985 102,9
983 105.2
985 101.4
Relativc I Maximum
17.8*
93
112.0
19.4*
90
112.0
20.2*
86*
11.9.0
14.3
87"
112.0
13.1
85*
112.0
20.1* 1
89*
112,0
18.2*
92
112.0
13.8
10.3
14.7
15.3
14.5
12:4
13.6
10.5
17.9
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
95
110.0
91
110,0
95
110.0
-93
11.0.0
94
110.0
92
1.10.0
98
110.0
94
110.0
95
110.0
93
110.0
97 i
110.0
95
110.0
92
119.0
91
119.0
93
112.0
95
11.2.0
93
112.0
94
112.0
93
112.0
93**
112
90
' 112.0
92
112,0
94
112.0
92**
112.0
93**
112.0
90
112.0
95
110.0
94
110.0
94
110.0
92
110.0
DATE: March 21,2006
Sl¢ddett Eitidneerinn
PROTECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. Date Tested Location
1E
08-10-05
2E
08-1.0-05
3E
08-10-05
41:,
08-10-05 1
5E
08-10-05
6E
08-10-05
7E
08-10-05
8E
08-10-05
9 F,
08-10-05
10E
08-10-05
11 E
08-10-05
12E
08-10-05
1557j 08-11-05
1558
08-11-05 j
1559i
08-11-05
15601
08-11-05
1561!
08-1.1-05
15621
08-11-05
1563!
08-11-05
1564 •
08-11-05 `
1565
08-11-05
1566
08-11-05 1
15671
08-11-05 y
1568'
08-11-05
15691
08-11-05
1570'
08-11-05
15711
08-11-05
1572
08-11-05
1573
08-11-05
A
08-11-05
B
08-11-05
C
08-11-05
p
08-11-05
TEST RESULTS
Elevation
Club House
987.0
Club House
989.0
Club House
987.0
Club House
989.0
Club House
987.0
Club House
989.0
Club House
987.0
Club House
989.0
Club House
987.0
Club House
989.0
Club House
987.0
Club House
989.0
Lot 88 B Front
Lot 88 B Back
I..ot 88 B Front
Lot 88 B Back
Lot 96 B Front
Lot 96 B Center
Lot 96 B Back
Lot 97 B Front
Lot 97 B Back
Lot 97 B Center
Lot 98 B Front
Lot 98 B Center
Lot 98 8 Back
Lot 68 B Front
Lot 68 B Back
Lot 69 B Front
Lot 69 B Back
Lot 47 B Back
Lot 47 B Back
Lot 48 B Back
Lot 48 B Back
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Y
Dry Density % Moisture Relative Maximum
In P1aoc In P1aoo Compaction Densi
982.5
983
964
984.5
PC
PC
PG
PG
PC
PG
PG
PG
PC i
971
970.5
972
971.5
987,0
989.0
989.0
989.0
1.01..9
104.8
100.2
100.3
104.0
1.01.4
102.9
100.2
101.8
104.2
103.1
102A
103.9
101.E
105.8
107.7
106.0
104.4
1.08.1
102.3
105.1
107.4
108.8
105.3
104.7
93.6
94.3
96.5
95.1
99.6
100.7
102.3
105.1
IF
08-11-05
Club Flouse
991.0 1
105.3
2F
08-11-05
Club House
991.0
1.05.9
3F
08-11-05
Club House
991.0
104.5
4F
08-11-05
Club House
991.0
1.02.1
5F
08-11-05
i Club House
991.0
103.4
6F
08-1-1-05
Club House
991.0
100.7
�14.8
13.9
18.1
14.4
16.1
13.2
17.8
16.5
18.2
11.7
15.1
16.7
10.6
11.5
9.6
9.2
8.8
12.4
9.2
10.6
13.0
11.8
9.0
1.3.1
10.4
17.1
1.8.9
19.4
18.5
10.9
13.1
14.7
12.8
13.7
18.5
13.5
1.0.9
11.7
1.3.4
93
95
91
91
95
94
94
91
93
95
94
93
93
91
94
96
95
93
97
91
94
96
97
94
93
83*
84*
86*
85*
91
92
93
95
95
96
95
93
94
92
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
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
112.0
112.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No.
1C;
20
3G
4C
5G
Tate Tested � Location
08-12-05
Club House
08-12-05 i
Club I -louse
08-12-05
Club House
08-12-05
Club House
08-12-05
Club House
1H
08-13-05
2H
08-13-05
31-I
08-13-05
4H
08-13-05
5H
08-13-05
6 H
08-13-05
7H
08-13-05
Club House
Club House
ClubIlouse
Club House
Club House
Club House
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
1 08-15-05
Lot 72
G
; 08-15-05
Lot 71
H
1 08-15-05
Lot 71
I
08-15-05
I,.ot 70
J
08-15-05
Lot 70
K
08-1.5-05
Wt 69
L
08-15-05
Lot 69
M
08-15-05
Lot 68
N j
I
08-15-05
Lot 68
AA
08-16-05 {
Lot 60 Front
1313 j
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 5413ack
it
08-16-05
Lot 54 Back
Il
08-16-05
Lot 56 Back
KK
08-16-05
Lot57 Back
LL '
08-16-05
Lot 58 Back
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture
In Place In Place
i
993.0
105.3
14.0
995,0
103.2
13.2
993.0
103.9
13.8
995.0
101.7
12.7
993.0
107.9
11.3
993.0
103.1
10.2
995.0 1
105.2
12.1
993.0
105.4
13.8
995.0
103.6
12.1
993.0
103.1
15.2
995.0
101.9
13.7
995.0
104.4
17.1
991.0
I
102.5
12.1
993.0 !
104.6
11.9
991.0
106.2
1 15.2
993.0
105.9
1 14.6
990.0
108.1
' 17.8
972.0
105.2
15.1
970.0
104.5
20.5
972.0
105.1
18.2
970.0
100.4
22.1.
972.0
105.7
19.8
97"1.0
100.9
1,6.9
973.0
102.3
17.2
971.0
108.2
20.1
973.0
106.4
15.9
977
99.6
15,7
977
1.05.6
1.5.8
977
104.3
11.9
979
101.8
16.3
974
108.8
14.7
979
152.4
20.1.
979
102.9
17.2
979
103.6
16.1
979
105.2
15.5
979
102.1
17.3
979
101.2
92
977
99.3
13.4
Relative j Maximum
I
95
�
110.0
94
110.0
95
110.0
93
110.0
98
110.0
94
110.0
95
110.0
95
110.0
95
110.0
94
110.0
93
110.0
95
110.0
93
110,0
95
110.0
96
110.0
95
1.10.0
98
110.0
95
110.0
95
110.0
94
110.0
91
110.0
95
1.1.0.0
92
110.0
93
110.0
98
JJ1 110.0
96
I 110.0
91
110.0
96
110.0
95
110.0
93
110.0
99
110,0
93
110.0
94
110.0
95
110.0
95
110.0
93 .
110.0
110.0
90
110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
'Pest No. f Date Tested I Location
MM
08-16-05
NN ;
08-16-05
00
08-16-05
PP
08-16-05
TEST RESULTS
S
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Den,city % Moisturc I Rclativc I maximum
+, In Place I In Place I Com action I Density
Lot 59 Back
977 1
105.1
Lot 60 Back
977
1.03.2
Lot 47 Back
995
102.1
Lot 48 Back
995
104.3
QQ
08-17-05
Lot 68 Back
RR
08-17-25
Lot 68 Back
SS
08-17-05
Lot 70 Back
TT
08-17-05
Lot 70 Back
CJC1
08-17-05
Lot 72 Back
W
08-17-05
Lot 72 Back
W W
08-17-05
Lot 74 Back
XX
08-17-05
Lot 74 Back
YY j
08-17-05
Lot 75 Back
%% !
()6-17-05
Lot 75 back
AAA!
08-17-05
Lot 76 Back
BBB
08-17-05
i Lot 76 Back
I
CCC
08-19-05
i
Lot 83 Back
DDD
08-19-05
Lot 84 Back
EEE
08-19-05
Lot 85 Back
FFF :
08-1.9-05
Lot 86 Back
GGG
08-19-05
Lot 87 Back
HHH!
08-19-05
Lot 75 A
111 :
08-19-05
j Lot 75 A
jjj
08-19-05
i Lot 75 A
KKK;
09-19-05
1 Lot 75 A
LLL
08-19-05
Lot 80 B
M
08-19-05
Lot 88 B
NNN i
08-19-05
Lot 81 B
000
08-19-05
Lot 816
1
PPP
08-19-05
Lot 82 B
QQQ .
0&19.05
Lot 82 B
RRR
08-20-05
Lot 75 A
SSS
08-20-05
Lot 75 A
'11T
08-20-05
'Lot 75 A
UUU
08-20-05
Lot 75 A
A �
08-22-05
Lot83 B Back
B f
08-22-05
Lot 84 B Back
974
108.3
976
103.2
975 i
100.8
977
101.7
975
102.1
933
105.9
975
104.2
977
102.0
974
103.5
976.0
100.4
973.0
105.2
975.0
102.1
971.0 1
1.00.5
972.0
101.6
972.0
103.2
972.0 j
104.0
973.0
102A
965.0
94.4
967.0
1.01.7
965.0
106.3
967.0
'100.8
971.5
100.7
973.5
102.3
971.5
101.3
973.5
104.6
971.0
102.9
973.0
100.1
969 102.6
969 104.0
PG 105.1
PC 102.8
1
973.0 108.2
974.0 1 304.3
11.9
15.2
13.6
12.9
11.2
14.4
13.2
15.7
16.3
15.2
18.1
17.4
15.7
13.2
16.7
14.8
17.5
18.5
19.2
20.4
16.9
18.7
17.2
18.4
22.1
19.5
19.2
20.1
17.8
19.2
20,4
95
94
93
95
98
94
92
93
93
96
95
93
95
91
95
93
92
93
94
95
93
90
93
96
92
92
93
92
95
94
91
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
110.0
110.0
1.1.0.0
110.0
110.0
110.0
11.0.0
11010
110.0
� 110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
7.4
93
110.0
i
7.7 I
95
110.0
6.9
96
110.0
7.3
93
1 110.0
13.2
98
110.0
19.g
95
j 110_0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: Ira Quinta, California
Test No. Date Tested j Location
I
C 08-22-052
D + 08-22-05
E
1 08-22-05
Lot 85 B Back
Lot 86 B Back
Lot 87 B Back
15741
08-23-05
Lot 35 6 Front
1575
08-23-05
Lot 35 B Front
1576
08-23-05
Lot 36 B Front
1577
08-23-05
Lot 36 B Front
1578•
0823-05
I Lot 35 B Back
1579
OZ3-05
Lot 35 B Back
1580
08-23-05
Lot 36 B Back
1581
08-23-05
Lot 36 8 Back
7582+
08-23-05
Lot 35 B Front
1583
08-23-05
[,ot 35 B Front
1584
08-23-05
Lot 36 B Front
1585
08-23-05
Lot 36 B Front
1586
08-23-05
Lot 35 B Back,
1587
08-23,05
Lot 35 B Back
1588
08-23-05
Lot 36 B Back
1589
08-23-05
Lot 36 B Back
A
08-23-05
Lot 77 B Back
B
08-23-05
Lot 77 B Back
C
08-23-05
Lot75 B Back
D
08-23-05
Lot 75 B Back
E ?
08-23-05
Lot 76 B Back
F
08-23-05
Lot 76 B Back
C
08-23-05
Lot 77 B Back
H !
08-23-05
Lot 77 B Back
15901
08-24-05
Lot 34 B Front
1591i
08-24-05
Lot M B Front
1592;
08-24-05
Lot 34 B Back
15931
08-24-05
Lot 34 B Back
1594 j
08-24-05
Lot 35 B Front
15951
08-24-05
'Lot 35 B Front
1596
08-24-05 1
Lot 36 B Back
1.597
08-24-05 I
Lot 36 B Back
1598
08-24-05 J�
Lot 34 B Back
1599
08-24-05
Lot 34 B Back
1600 -
08-24-05 1
Lot 34 B Back
16011
08-24-05 1
Lot 34 B Back
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation DryDensity� °oMoisture
In Place In Place
� E
974.0
102.9
17.7
974.0
105.2
16.9
975.0
100.9
1.8.2
989
103.4
8.8
991
101.5
9.9
990
101.4
12,5
992
105.0
10.7
984 ?
104.3
1.012
986
102.2
11.7
984
100.8
9.1
986 J
104.5 !
8.4
993
106.7
8.9
995
103.3
10.4
994
101.0
7.9
996
•I05.4
9.2
988
104.6
11.8
990
100.9
10.6
988
102.3
10A
990
101.7 I
9.0
966.0
107.1
12.6
968.0
105.4
16,2
967.5
98.1
22.9
967.5
98.1
22.9
967,0
107.8 i
1.8.2
969.0
101.2
16.7
966.0
105.9
17.2
968.0
103.1
15.1
992
993,5
985
987
996
997
992
994
988.5
990.5
992
993
Relative
Maximum
impaction
Density
94
110.0
95
110.0
92
110.0
94 i
110.0
92 llE
110.0
92 f
110.0
95
11
0.0
95
110.0
93
110.0
92
110.0
95
110.0
97
110.0
94
110.0
92
110.0
96
110.0
95
110.0
93
110.0
93
11.0.0
92
110.0
97
110.0
95
1.10.0
89*
110.0
W
110.0
97
110.0
92
110.0
95
110.0
94
110.0
103.3
1 8.6 1
94
1 110.0
102.1
10.5
93
110.0
1.06.0
9,4
96
! 11010
103.9
8.8
94
! 110.0
105.5
12.1
96
1100
104.4 1
11.3
95
110.0
106.9
10.0
97
110.0
102.8
13.5
93
11010
100.7
11.0
92
110.0
102.5
9.5
93
11.0.0
105.8
8,7
96
110.0
104.0
10.4 i
95
0 0
DATE: March 2, 2006
Sladden Enkineerin¢
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Test No. 1 Date Tested ` Location
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 1
Lot 35 B Back
1606
08-25-05
Lot 36 B Front
1607
08-25-05
Lot 36 b Back
1608
06-26-05
Lot 35 B Hack
A
08-25-05
Lot 66 B Back
B
08-25-05
Lot 66 B Back
C
08-25-05
Lot 64B Back
D
08-25-05
Lot 64 B hack
E {
08-25-05
Lot 65 B Back
F
08-25-05
Lot 65 6 Back
C
08-25-05
Lot 64 B Back
H
08-25-05
Lot 64 B Back
!
08-25-05
Lot 66 B Back
J
08-25-05
Lot 66 B Back
K
08-25-05
Tot 65 B Back
L
08-25-05
Lot 65 B Back
M.
08-25-05
Lot 67 B Back
N
08-25-05
Lot 67 B Back
0 1
08-25-05
Lot 67 B Back
P
I
08-25-05 i.
Lot 67 B Back
16091
08-26-05
Lot 33 B Center
1610
08-26-05
Lot 34 8 Center
16111
08-26-05 I
Lot 35 B Center
1612,
08-26-05 l
Lot 36 B Center
16131
08-26,05
Lot 34 B Back
16141
08-26-05
Lot 35 B Back
1615;
08-26-05
Lot 35 B Back
1616'
08-26-05
Lot 36 H Front
16171
08-26-05
Lot 36 B Back
16181
08-26-05
Lot 7513 Front
16191
08-26-05 1
Lot 75 B Front
1620
08-26-05
Lot 76 B Front
1.
162I
08-26-05 1
Lot 76 B Front
1622
1623
*1624
08-29-05
I.,ot 55 6 Hack
08-29-05
Lot 55 B Back
08-29-05
Lot 58 B Back
TEST RESULTS
PROJECT NO; 522-4810
REPORT NO: 06-02-120
Elevation
Dry Density
% Moisture
Relative
Maximum
In Placc
in Placc
Compaction
DenLi '
I
995
100.4.
9.1
91.
110.0
994.5
102.3
13.7
93
1 110.0
998
105.1
11.0
96
1 110.0
992
103.6
9.0
1 94
110.0
997.5
107,1
8.6
97
110.0
996
104.0
10.4
95
110,0
994
105.5
12.6
96
110.0
997.0
104.1
13.2
95
110.0
999.0
1.01..2
14.9
92
110.0
978.0
106.3
15.6
96
110.0
980.0
102.9
12.9
94
110.0
977.0
103.7
13.9
93
110.0
979.0
104.2
15.2
95
{ 110.0
978.0
1 109.0
13.9
99
j 11.0.0
980.0
101.4
17.2
92
! 110.0
977.0
103.9
'19'5
95
110.0
979.0
106.2
14.7
96
110.0
979.0
101.3
17.0
92
110.0
979.0
105.3
1.3.4
95
110.0
976.0
105.1
13.9
95
11.0.0
978.0
102.4
13.0
93
110.0
976.0
104.7
! 13.6
95
` 110.0
978.0
101.8
11.9
93.
V 110.0
992
101.1
11.3
1 92
110,0
994.
102.5
14.1
93
110.0
994
105.3
12.4
96
11.0.0
995
101.7
11.3
92
11.0.0
995.5
*103,6
10.0
i
, 94
110.0
995.5
100.1
8.3
91
11.0.0
997
101.8
13.4
93
110.0
996,5
1 106,']
13.2
96
110.0
997.5
104.0
12.5
95
110.0
966
1 101.3
16.9
90
112.0
968
94.5
20.4
84*
112.0
966
103.3
15.5
92
112.0
968
102.0
I
14.3
91
11.2.0
981,0
108.2
15.5
91
11.9.0
983
102.5
14.9
92
112.0
979,5
105,4
19.2
94
112.0
DATE: March 2, 2006
.Madden Engineering
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested Location
I _
1625
08-29-05
Lot 58 B Back
1626
08-29-05
Lot 54 B Back
16271
08-29-05
Lot 54 B Back
1628
08-29-05
Lot 53 13 Front
16291
08-29-05
Lot 53 Front
1630E
08-29-05
Lot 56 B Front
1631:
08-29-05
Lot 56 B Front
1632
08-29-05
Lot 57 B Front
1633 }
08-29-05
Lot 57 B Front
1634;
08-29-05
Lot 54 B Front
1635 i
08-29-05
Lot 54 B Front
1636�
08-29-05
Lot 55 B Front
1637
08-29-05
Lot 55 B Front
1638'�'
08-29-05
+ Lot 58 B Front
16391
08-29-05
Lot 58 B Front
1640 i
08-29-05
f Lot 56 B Back
16411
08-29-05 ;
Lot 56 B Back
1642
08-29-05
Lot 57 B Back
16431
i
08-29-05
Lot 57 B Back
16441
08-30-05
Lot 53 B Back
1645
08-30-05
Lot 54 B Back
1646
08-30-05
Lot 55 B Back
1.647:
08-30-05 1
Lot 56 B Back
1648 !
08-30-05
Lot 57 8 Back
1649 j
08-30-05
Lot 58 B Back
16501
08-30-05
Lot 59 B Back
1651
08-30-05
Lot 59 B Back
1.652 !
08-30-05
Lot 60 B Back
1653
08-30-05
Lot 60 B Back
1654
08-30-05
Lot 35 B Front
1655
08-30-05 !
Lot 36 B Front
16561
08-30-05
Lot 35 B Back
1657
08-30-05
Lot 35 B Back
1658
08-30-05
Lot 36 B Back
1659
08-30-05
Lot 36 B Back
1660
1661
1662
1663
08-31-05
Lot 59 B Front
08-31-05
Lot 59 B 'Front
08-31-05
Lot 60B Front
08-31-05
Lot 60 B Front
TEST RESULTS
PROJECT NO: 5224810
REPORT NO: 06-02-120
Elcvation Dry Denaity� % Moisture relative Maximum
In Place In Place Camnactibn npncih,
981.5
981
983
980
982.0
981
983
981
983
781
983
983.
983
980
982
981
983
980
982
984
985
985
984.5
984.0
983.0
979.0
981.0
979.0
981,0
999
999.5
998
999
998.5 f
1000
105.6
103.8
103.4
106.5
102.3
108,9
107.6
1.04,8
103.4
107.2
105.6
104,0
105.3
1.03,3
101.5
108.0
106.1
105.5
104.7
105.9
106.5
108.9
102.3
104.2
107.3
103.1
100.8
105.2
103.4
104.1
106.8
102.2
101.3
105.1
103,0
I
16.7
16.0
15.3
14.7
17.3
16.5
13.2
15.1
12.0
11,6
13.1
13,8
12.6
10.9
3.2.4
11.3
1.5.0
14.4
11.9
16.6
12.5
9.8
15.2
13.9
17.1
16.4
11,9
13.7
15.5
1.4,3
15.2
13.1
1.:1..8
13.3
14,7
94
93
92
95
91
92
96
94
92
96
94
93
94
92
91
93
95
94
93
96
96
99
93
95
97
94
92
95
94
93
95
91
90
91
92
112.0
112.0
112.0
112.0
112.0
1.19.0
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
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
1.12,0
112,0
112.0
112.0
112.0
982,,
"12
12.8
94
110.0
984.0
102.3
15.5
93
110.0
982,0
106,8
10.9
95
110.0
984.0
102.4
11.2
93
110_0
DATE: March 2, 2006
Madder: En-aineerine
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. Date Tested Location
A
1664
1665
1666
1661
1668
1669
1670
1671
1672
1673
1674
08-31-03
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
Lot 64 B Center
Lot 61 8 Center
Lot 61 B Center
Lot 59 B Back
Lot 59 B Back
Lot 601113ack
Lot 60 B Back
Lot 31 B front
Lot 31 B Back
Lot 3213 Front
Lot 32 B Back
1675
09-01 -05
Lot 60 B Front
1676
09-01-05
Lot 61 B Front
1677
09-01-05
Lot 61 B Front
1.675
09-01-05
Lot 62 B Front
1679
09-01-05
Lot 62 B Front
1680
09-01-05
Lot 6313 Front
1681
09-01-05
Lot 63 B Front
1682
09-01-05
Lot 64 B Front
16831
09-01-05
Lot 64 B Front
16841
09-01-05
I Lot 64 B Back
1685,
09-01-05
Isot 64 B Back
16861
09-01-05
Lot 63 B Back
16871
09-01-05
Lot 63 B 8Dck
1688
09-01-05
Lot 62 B Back
1689
09-01-05
Lot 62 B Back
16901
09-01-05
Lot 61 B Back
1691
09-01-()5
Lot 61 B Back
I
16921
09-07-05
Lot 103 B Front
1693
09-07-05
Lot 103 B Center
1694
09-07-05
Lot 103 B Back
1695
09-07-05
Lot 104 B Front
1696
09-07-05
Lot 1.04 B Center
1697
09-07-05
Lot 104 B Back
1698
09-07-05
Lot 60 B Front
1699
09-07-05
Lot 60 B Back
1700
09-07-05
Lot 60 B Center
1701
09-07-05
l Lot 61 B Front
1,702
09-07-05
j Lot: 61 B Back
TEST RESULTS
Elevation
975.0
977,0
979.0
982.0
984.0
982.0
984.0
993 1
995
993,5
995
PROJECT NO: 522-4810
REPORT NO: 06-02-120
D Den;sitY
ry
% Momturc
In Place
In Place
104.9
13.8
985.0
981.0
983.0
978.0
980.0
979.0
981.0
981..0
983.0 f
980.0 I
982
979
981.0
979.0 i
981.0
981.0
985.0
PC
PG
PG
PC
PG
PG
986
985.5
986
986
985.5
103.2
106.4
102.2
105.6
104.3
106.8
101.3
100.4
102.5
101.8
102.7
99.1
107.6
100.4
103.3
1.00.2
104.2
165.4
106.9
103.7
103,2
101.4
107.2
100.2
105.8
103.6
102.9
107.1
105.4
104.3
106.0
103.3
104.5
107.3
103.5
103.7
104.5
10'1.3
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
13.7
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
14.1
Kela[lve I LVIdAmua111
rsmnaction I Dellsity
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
1.10.0
110.0
10.0
110.0
110.0
110.0
110.0
110.0
3 110.0
110.0
110.0
110.0
1 I 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
112.0
112.0
112.0
112.0
112.0
112.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La' Quinta, California
Test No. I Date 'Tested
1703 09-07-05
1704 09-07-05
1705 09-07-05
L00at'ion
Lot 61 B Center
I,Ot 62 B Front
Lot 62 B Back
1706
09-08-05
Retest # 1104
1707
09-08-05
Retest # 1.3.15
1708
09-08-03
Retest # 1105
1709
09-08-05
Lot 10813 Front
1710
09-08-05
Lot 108 B Back
17.1.1. '
09-08-05
Lot 112 B Front
1712
09-08-05 I
Lot112 B Back
1713:
09-08-05
Lot 113 B Front
17141
09-08-05
Lot 113 1) Front
1715
09-08-05
Lot 113 B Back
1716
09-08-05
Lot 113 B Back
1717
09-08-05
Lot 11413 Front
1.718
09-08-05
Lot 114 B Back
1719
09-08-05
Lot 116 B Front
1720
09-08-05
Lot 116 B Back
1721
09-08-05
Lot 106 B Front
1722
09-08-05
Lot 106 B Center
1723
09-08-05
Lot 106 B Back
17241
09-08-05
Lot 107 B Front
17251
09-08-05
Lot 107 B Back
1726
09-08-05
Lot 108 B Front
1727!
09-08-05
Lot 108 B Back
1728
09-08-05
Lot 108 B Center
1729
09-08-05
Lot 109 B Front
1730
09-08-05
Lot 109 B Back
1731
09-08-05
Lot 110 B Front
1732
09-08-05
Lot 110 8 Back
1733
09-08-05
Lot 113 B Front
1734
09-08-05
Lot 113 B Back
1735
09-08-05 i
l.,ot 11.3 8 Center
I
Contour Grading
17361
09-12-05
Per Plan
17371
09-12-05 1
Per Plan
17381
09-1.2-05 I
Per flan
17391
09-12-05
Per Plan
1740
09-12-05
Per Plan
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density l % Moisture ' Relative I ,Maximum
In Place !
I
in Place
Compaction
Densi[
985.5
1.03.5 �
12.6
92
112,0
983
105.5
11.2
94
112.0
983.5
101.0
I
10.7
90
1.12.0
103.4
9.0
92
112.0
104.6
' 3 0.3
93
112.0
1
101..9
8.7
91
112,0
980
100.8
8.5
90
112.0
980
102.6
10.6
92
172.0
981
105.5
1.1..3
94
112.0
981
105.2
9.4
94
112.0
979
104,3 '
12.2
93
112.0
981
103.1
11.0
92
112.0
979.5
100.6
13.3
90
112.0
981.5
106.1
8.3
95
112.0
983
104.3
12.7
93
112.0
983
104,1
1.0.9
93
112.0
979
96.3
5.4*
86*
112.0
979
95.1
4.63*
i
85*
11.2.0
PG
107,2
8.1
96
112,0
PC i
105.3
11.4 i
i
94 I
112.0
PG
106.5
9.9
95
1.12.0
PG
104.1
8.8
93
112.0
PG
102.6
7.9
92
112.0
PG
101,4
10.7
91 J
1.12,0
PG
105.5
13.0
94
112.0
PG
103,7
1.1.8
93
11.2.0
PG
103.4
10.9
92 r
112.0
PC I
106.6
9.4
95
;
112.0
PG
107,7
7.8
96
1
112,0
PG
'106.3
8.4
95
112.0
PC
1.08.5
8.9 ;
97
112,0
15G
105.3
10.5
94
112.0
PG
106.9
9.8
95
1.12.0
980
100.4
12.3
90
112.0
980
108.1
9.6
97
112.0
979.5
95.7
10.3
85*
132.0
980
96.3
12.8
86*
112.0
979.5
103.5 1
11.1
93
112.0
DATE: March 2, 2006
Sladden Enzineerine
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California
REPORT NO: 06-02-120
Test No.
mate Tested j
Location
Elevation
Dry Density `
% Moisture 1
Relative
Maximum
In Place I
In Place
Cam action
` Densi
1741
09-12-05
Per flan
980.5
104.0
10.2
93
1.12.0
1742
09-12-05
Retest # 1719
'103.2
8.4
92-
112.0
1743
09-12-05 '
Retest # 1720
101.5
8.9
91
112.0
17441
09-12-05
Lot 116 B Front
PC
106.3
1,1.4
95
112.0
17451
09-12-05
Lot 116 5 (lack
PG
104.7
13.5
93
112.0
1746
09-12-05
Lot 116 B Center
PC
104.1
12.6
93
112.0
1747
09-12-05
Lot 50 B Front
985
104.6
9.8
93
112.0
1748
09-13-05 `
Lot 50 B Front
987
104.8
12.3
94
112.0
1.749 1
09-13-05
Lot 49 B Back
986
1.06.3
10.5
95
112.0
1750
09-13-05
Lot 4913 tack
988
103.5
13.2
92
112.0
1751
09-13-05
Lot 50 B Back
985
107.1
11.3
96
112.0
1752
09-13-05
Lot 50 B Back
987
102.9
14.0
92
112.0
1753
09-13-05
I,.ot 49 B Front
982.5
105.7
13.4
94
112.0
1754.
09-1.3-05
Lot 46 B Front
987.5
103.5
11.1
92
j 112.0
17551
09-13-05
Lot 8713 Front
PG
102.8
9.3
92
112.0
1756
09-1.3-05
Lot 87 B Back
PG
104.0
8.8
93
j 112.0
1757-
09-13-05
Lot 86 B Front
PG
106,4
10.5
95
112.0
17581
09-13-05
Lot 86 B Back
PG
105.5
I 9.1
94
112.0
1759
09.13-05
Lot 85 B Front
PG
103.3
12.1
` 92
112.0
1760
09-13-05
Lot 85 8 Back
PG
107.1
8.7
96
112.0
17611
09-13-05.
Lot 84 B Front
PG
101.8
8.5
91
112.30
1762
09-13-05
Lot 84 B Back
PG
104.6
10.4
' 93
112.0
1763
09-13-05
L.ot 83 B Front
PG
100.8
9.3
90
112,0
1764 '
09-13-05
Lot 83 B Back
PG
101.4
I 9.9
91
112.0
1765
09-13-05
Lot 82 B Front
PC,
96.5
1 12.2
83*
112.0
1766
09-13-05
I of 81 B Front
PG
97.1
1.1.4
I 89"
112.0
1767
09-13-05
Lot 80 8 Front
PG
� 95.4
I
1.0.2
� 85
112.(]
1768
09-14-05
Retest # 1738
104.1
14.4
93
112.0
1769
09-14-05
Retest # 1739
101.5
11.5
91
112.0
1770 i
09-14-05
Per Plan
981.5
101.6
12,4
91
112.0
1771
09-14-05
Per Plan
982
105.5
12.9
94
112.0
1772
09-14-05
Per flan
982
103.7
10.7
93
i 112.0
1.77;
3
09-14-05
Per Plan
983
100.9
I 15.1
9Q
112,Q
1.771
09-14-05
Per flan
983.5
105.4.
14.2
94
112.0
1775
09-14-05
Per Plan
983.5
102.7
10.7
92
112.0
1776
09-14-05
Per Plan
984.
107.1
12.0
96
112.0
1777
09-14-05
Per Plan
983.5
105.3
14.1
94
112.0
1778
09-14.-05
Per Plan
984
104.0
16.7
93
i 1.12.0
1779
09-14-05
Per Plan
983.5
102.3
12.5
91
112.0
DATE: March 2, 2006
Slradden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No, J Date Tested j Location
7 780 09-15-05
1781 09-15-05
1782 09-15-05
1783 09-15-05
1784 09-15-05
1785j 09-15-05
1786� 09-15-05
17871 09-15-05
1788i 09-15-05
1789! 09-15-05
1790; 09-15-05
1791, 09-15-05
1792 09-15-05
1793i 09-15-05
17941 09-15-05
1795' 09-15-05
17961 09-15-05
17971 09-15-05
1
17981 09-16-05
1799: 09-16-05
1800, 09-16-05
1801! 09-16-05
18021 09-16-05
1803! 09-16-05
18041 09-1.6-05
1805' 09-16-05
1806; 09-16-05
1807 - 09-16-05
18081 09-16-05
18091 09-16-05
1810' 09-16-05
1811' 09-16-05
1812 + 09-16-05
1813� 09-16-05
1.814, 09-16-05
1815 09-16-05
1816 09-16-05
1817 09-16-05
1818� 09-16-05
1819 09-16-05
TEST RESULTS
PROJECT NO: 5224810
REPORT NO: 06-02-120
Elevation I Dry Density % Moisture
I In Place I in Place
Lot 77 B Front
969
Lot 77 0 Back
969
Lot 76 B Front
970
Lot 76 B Back
969.5
Retest #
Lot 75 B Front
970
Retest # D 8/23/05
Retest# D 8/23/05
Lot 75 B Back
969.5
Lot 74 B Front
970.5
Lot 74 B Back
970.5
Lot 73 B Front
971.5
Lot 73 6 Back
971.5
Lot 72 B Front
973.5
Lot 72 B Back
973.5
Lot 77 8 Front
PG
Lot 77 B Back
PC
Lot 77 B Center
PG
Lot 70 B Back
PC,
Lot 70 B Center
PG
Lot 71 B Back
PG
Lot 71 Center
PC
Lot 71 B Front
PG
Lot 72 B Front
PC
I.ot 72 B Center
PG
Lot 72 B Back
PC
Lot 73 B Back
PC
Lot 73 B Center
PG
Lot 73 B Front
PG
Lot 74 B
PC
Lot 74 B
PC
Lot 74 B
PC
T,ot 75 8
PG
Lot 75 B
PG
Lot 75 6
PC
Lot 76 B
PG
Lot 76 B
pC'
Lot 76 B
PC
Lot 21 B Front
990
Lot 67 B Front
PC
Relative I Maximum
103.4
j 1.1..5
92
112.0
105.1
JI 9.6
94
112.0
101.8
1 13.5
91
112.0
102,1
10.7
91
112.01
104.3
15.1
93
112.0
100.9
14.0
90
112.0
103.3
12.8
92
112.0
105.5
I 16,5
94
112.0
107.2
11.8
96
112.0
1.03.4
14.9
92
112.0
101.1
12.8
90
112.0
106.6
1.3.3
95
112.0
104.0
10.6
93
112.0
108.1
1 11.3
97
112.0
106.2
9.7
95
112.0
10.8
125.0
93
112.0
1.06.9
10,7
95
1.12.0
102.6
11.1
92
11.2,0
1.1.3.0
1115
95
119.0
113.4
9.9
95
11.9.0
116.3
9.4
98
119.0
1.12.8
12.3 I
95
119.0
116.1
10.2 J
98
119.0
111.8
8.7
94
119.0
107.1
10.6
90
112.0
114.0
8.8
96 '
119.0
106.3
.13.4
95
112.0
115.9
11.0
97
19.0
1173
12,7
99
119.0
112.6
9.8
95
119,0
11.2.111.
14.0
94
119,0
108.1
11.1
97 1
112.0
107.2
8.4
96
112.0
11.6.6
10.7
98
119.0
116.1.
12.4
98 i
119,0
108.3
9.6
97 1
112.0
117.7
8.3
99
119.0
114.4
10.5
96
119.0
Ion�
11.0
I
90 I
112.0
109.1. j
9.4
92 1
119.0
DATE: March 2, 2006
Sladden F-m nevrinn
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested
18201
09-16-05
1.821.
09-16-05
1822
09-16-05
1823
09-16-05
1824�
09,16-05
1825
09-16-05
1826
09-16-05
1827
09-16-05
1828
09-16-05
1829
09-16-05
18301
09-16-05
1831
09-16-05
1.832
09-16-05
1833
09-16-05
1834
09-16-05
1835
1 09-16-05
Location
Lot 67 B Back
Lot 67 B Center,
Lot 68 B Front
Lot 68 B Center
Lot 68 B Back
Lot 69 B Back
Lot 69 B Center
Lot 69 B Front
Lot 70 B Front
Lot 21 B Back
Lot 201) Front
Lot 20 B Back
l.,ot'19 BN Front
Lot 19 B Back
Lot 18 B Front
Lot 18 B Back
1836
09-19-05
Lot 21 B Front
1837
09-19-05
Lot 21 B Back
1838
09-19-05
Lot 20 B Front
18391
09-19-05
Lot 20 B Back
1840,
09-19-05
Lot 19 B Front
1.841
09-1.9-05
1,ot 1913 Bock
1842
09-19-05
Lot 21 B Front
1843
09-19-05
Lot 21 B Back
1.84.4
09-19-05
Lot 2013 Front
1845
09-19-05 ;
Lot 20 B Back
1846
()9-19-05
Lot 19 B Front
1847
09-1905
Lot 19 8 Back
1848
09-20-05 ;
Lot 21 B Front
1849
09-20-05
Lot 21 B [lack
1850
09-20-05
Lot 20 B Front
1851
09-20-05
I.,ot 20 B Back
1852
09-20-05
Lot 19 B Front
1853
119-20-05
Lot 19 B Back
1854
09-20-05
Lot 22 B Front
1855
09-20-05
Lot 22 B Back
1856
09-20-05
Lot 23 B Front
1857
09-20-05
Lot 23 B Back
1858
09-20-05 1
Lot 22 B Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO; 06-02-120
Elevation
l Dry Density
% Moisture
Relative
Maximum
I In Place I
In PI cc
Com action
Dcn%ity
PG
108.4
10.1
97
112.0
PC
107.0
9.2
96
112.0
PG
111.5
10.9
94
11.9.0
PC
113.4
8.8
95
119.0
PG
110.9
8.5
93
1 119.0
PG
115.1
13.1
97
119.0
PG
1163
11.5
98
119.0
PG
113.8
12.6
96
119.0
i't ;
114.3
10.0
96
j 119.0
898.5
102.1
13.4
91
112.0
989
1.05.3
10.6
94
112.0
989
101.5
11.9
91
1.1.2.0
988.5
100.9
9.3
90
112.0
988.5
101A
10.7
91
1.12.0
989
103.3
11.8
92
112.0
988.5
102,2
14..1
i 91
1
` 112.0
991
991
990.5
99"1
990.5
990
992.5
992 j
992
992.5
992.5
992
993.5
993
993
993.,
994
993.5
990
990
986
988
991.5
103.1
101.6
105.3
'104.4
101.3
1.02.7
106.1
103.3
104A
100.8
102.0
104.1
100.5
94.3
93.6
99,1
95.3
97.1
101A
101.1
103.3
102.7
104.1
10.0
92
9.6
91,
11A
94
9.3
93
12.4
90
11.8
92
13.1.
95
10.9
92
8.8.
.93
11.3
90
12.9
91
12.5
93
8.1
90
4.2"'
84"
3.3*
84*
2.9*
88*
4.0"
85"
3.6*
87*
9.1
92
8.3
92
10.0
94
9.6
93
&0
95
112:0
112.0
1.12.0
112.0
1.1.2.0
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
1.10.0
110.0
110,0
j 110.0
} 110.0
IRATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. � Date Tested I Location
1859 :
09-20-05
Lot 22 B Back
18601
09-20-05
Lot 23 B Front
1861
1
09-20-05
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
I
I Lot 21 B Front
1868
09-21-05
l..ot 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
18731
09-21-05
Lot 17 13 Front
18741
09-21-05
Lot 17 B Back
1875,
09-21-05
Lot 16 8 Front
1876'
09-21-05
Lot 16 B Back
18771
09-22-05
1,ot3013 Front
1878 '
09-22-05
Lot 30 B Front
'1879
09-22-05
Lot 30 B Back
1880
09-22-05
Lot 30 B Back
1881 !
09-22-05 {
Lot 31 B Front
1882
09-22-05
Lot 31 B Front
1883!
09-22-05
Lot 31 B Back
1884i
09-22-05
Lot 31 B Back
1885'
09-22-05
Lot 30 B Back
1.886,
09-22-05
Lot 30 B Back
1887
09-22-05
Lot 18 B Front
1888
09-22-05
Lot 18 B Back
1889!
09-22-05
Lot 17 B Front
1890 j
09-22-05
Lot 17 B Back
1891 J
09-22-05
Lot 16 B Front
1892 09-22-05 i Lot 16 B Back
1893
1894
1895
1896
09-23-05
Lot 1.7 Front
09-23-05
Lot 17 Front
09-23-05
Lot 18 Front
09-23-05
Lot 18 Back
TEST RESULTS
PROTECT NO: 522-4810
REPORT NO.06-02-120
0evation
Dry Density
% Moisture
Relative
Maximum
In Place
In Place
Compaction
Density
991
I
101.6
11.3
92
110.0
987.5
94.0
4.5*
85*
110.0
989
I
94.1
3.3
86*
110.0
102.6
12.5
92
112.0
105.3 j
1.4.8
94
112.0
104.7 I
15.7
93
112,0
100.8
11.3
90
112.0
103.0
9.9
92
112.0
994.5
95.1
13.3
93
102.0
995
96.5
15.1
95
102.0
995
94.1
12.4
92
102.0
994.5
97.2
11.8
95
102.0
995
93.1
14,7
91
102.0
995
97.3
10.9
95
102.0
989
103.1
8.7
94
110.0
989.5
100.6
12.1
91
110.0
989.5 ff
101.5
9.6
92
110.0
990 I
102.0
13.4
93
110.0
993
101.4
10.3
91
112,0
995
103.0
1.4.1
92
112.0
990
104.5
13.6
93
112.0
992
104.1
12.2
93
112.0
995
100.4
8.8
90
112.0
996.5
106.3
11.4
95
11.2.0
997
102.7 1
15.6 E
92
112.0
998
102.5
14.1 ,
92
112.0
994
105.25
1.2.1 1
94
112.0
996 +
106.8
16.3 R
95
112.0
990.5
100.3
9.2
i
91
110,0
990
101.3
10.4
92
110.0
990
102.5
8.7
!
93 ,
110.0
990.5
99.1
9.5
g0
110.0
990.5
99.4
8.1
90
110.0
991
101.0
10.7
92
11,0.0
989.6
99.9
13.6
91
110.0
990.0
99.2
14.74
90
110.0
991.5
101.2
12.9
92
110.0
995.4
99.5
13.1
90 f
110_o
DATE: March 2, 2006
Sladden EnQineerinn
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Tcst No. 1 Date Tested f Location
1897
1898
1899
1900
1901.
09-23-05
09-23-05
09-23-05
09-23-05
09-23-05
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I
Dry Density % Moisture
In Place j In Place
Lot 23 Front
996.5
99
Lot 23 Back
989.5
101.7
Lot 24 Front
989.5
99.6
Lot 24 Back
986.5
49.9
Lot 23 Front
989.5
100.4
1902
09-26-05 1
Lot 29 B Front
1903
09-26-05
Lot 29 B Front
1904
09-26-05
Lot 2813 Front
1905
09-26-05
Lot 28 B Front
1906
09-26-05
Lot 2913 Back
1907
09-26-05
Lot 29 B Back
1908
09-26-05
Lot 28 B Back
1909
09-26-05
Lot 28 B Back
1910
09-26-05
Lot 25 B Front
1911
09-26-05
Lot 25 B Front
1912
09-26-05
Lot 25 B Back
1913
09-26-05
Lot 25 B Back
1914
09-26-05
Lot 26 B Front
1915
09-26-05
Lot 26 B Front
19161
09-26-05
Lot 26 B Back
1917
09-26-05
Lot 27 B Front
1918
09-26-05
Lot 27 B Back
1919
09-27-05
Lot 9 B Front
19201
09-27-05
1_,ot 9 B Front
19211
09-27-05
I Lot 9 B Back
1922
09-27-05
Lot 9 B Back
1923
09-27-05
1,ot 1.0 F3 front
1924
09-27-05
Lot 10 B Front
1925
09-27-05
Lot 10 B Back
1926
09-27-05
Lot 10 B Back
1927
09-27-05
Lot 11 B Front
1928
09-27-05
Lot 11 B Front
1929
09-27-05
Lot 11 B Back
1930
09-27-05
Lotl1 B Back
1931
09-27-05
Lot 12 B Front
1932
09-27-05
Lot 12 B Front
1933
09-27-05
Lot 12 B Back
1.934 f
09-27-05
1 Lot 12 B Back
990.5
992
991
992.5
990.5
992.5
990
992 j
989 I
991
990
992
989.5
991.5
991
991.5
991
995
997
995
997
994.5
996.5
994.5
996
994.5
996
994
996
994..5
996.5
994.5
996
1,01.6
103.8
104.0
100.8
100.4
102.0
104.3
101.2
101.8
1.03.4
105.5
102.7
101.0
106.3
100.4
103.3
102.5
101.3
100,9
102.04
102.6
103.5
100.3
99.4
104.1
101.8
100.6
103.9
103.5
1.00.4
99.3
104.4
102.7
18.1
13.2
12.1
15.6
15.9
9.9
11.1
8.6
10.7
1.2.5
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
11A
14.3
10.7
101.1
9.2
12.1
Relative I Maximum
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
1.10.0
110.0
110.0
110.0
110.0
110.0
130.0
110.0
110.0
110.0
110.0
110.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
110.0
110.0
110.0
` 110.0
110.0
T 10.0
110.0
110.0
110.0
1 110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Teat No. I Date'1'ested
Location
1935
09-28-05
Lot $ Front
19361
09-28-05
Lot 9 B Back
1.9371
09-28-05
Lot 10 B Front
1938
09-28-05
+ Lot 10 B Back
19391
09-28-05
Lot 118 Front
1940
09-28-05
Lot 11 B Back
1.941.1
09-28-05
Lot 12 B Front
1942 #
09-28-05
Lot 12 B Back
1.943;
09-28-05
Lot 25 B Front
1944
09-28-05
Lot 25 B Back
194.51:
09-28-05
Lot 26 B Front
1946'
09-28-05
Lot 26 B Back
19471
09-28-05
Lot 27 B Front
19481
09-28-05
Lot 27 B Back
19491
09-28-05
Lot 23 B Front
1950
09-28-05
Lot 23 B Back
1951
09-28-05
Lot 24 B Front
1952
09-28-05 !
Lot 24 B Back
1953 09-28-05 I Lot 2313 Front
1954+, 09-28-05 I Lot 23 B Back
1955j
09-28-05
Lot 2413 Front
1956
09-28-05
Lot 24 B Back
1957
09-28-05
Lot 24 B Front
1958;
09-28-05
Lot 24 B Back
1.959? 09-29-05 Lot 9 B Front
19601 09-29-05 1 I.ot 9 B Back
1961
09-29-05
Lot 10 B Front,
1962
09-29-05
Lot 10 B Back
1963 i
09-29-05
i Lot 11 B Front
1964;
09-29-05
Lot 11 B Hack
1965
09-29-05
Lot 12 9 Front
1966'
09-29-05
Lot 12 B Back
1967
09-29-05
:. Lot 1.3 B Front
1968
09-29-05
i
Lot 13 B Back
1969
10-03-05
Lot 9 B Front
1970
10-03-()5
Lot 9 B Back
1971
10-03-05
Lot 10 B Front
1972
10-03-05
Lot 10 B Back
1973' 10-03-05 ; Lot 11 B Front
TEST RE, SULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Wevation Dry Density % Moisture
In Place I In Place
Relative I Maximum
999
100.2
8.1
91
110.0
999
1.00.6
11.6
1 91
110.0
998
104.1
10.5
95
110.0
998.5
10210
1.4.1.
93
110.0
998
102.8
12.7
93
f 110.0
9975
105.1
1.1.0
96
110.0
998
103.3
9.7
94
1.10.0
998.5
101.4
1.2.5
92
110.0
993
104.3 '
10.6
95
110.0
994
103.0
14.4
94
110.0
993.5
' 100.6
12.7
91
1.10.0
993
101.1.
1.1.1
92
110.0
993.5
105.6 1
13.6
96
' 110.0
993
1 1.02.5
15.1
93
i 110.0
9W5
102.8 1
1.3.8
93
110.0
991.5
100.5
10.9
91
11.0.0
989.5
104.4
13.6
95
110.0
988.5
101.5
11.3
92
110.0
992.5
106.1
14.5
96
110,0
993.5
105.6
12.7
96
110.0
991.5 f
102.9
11.8
94
, 110.0
990.5
104.1
12.8
95
f 110.0
993.5
100.5
10,0
91
110.0
992.5
102.6
11.9
93
110.0
1000.5
105.3
13.1
96
110.0
1000.5
1.02.6
15.7
93
110.0
1000 i
100.3
1.5.4
91
110.0
1000
1, 03.1,
12.8
94
110.0
999.5
101.5 a
16.3
92
110.0
999
101.8
14.0
93
110.0
1000
100.5
16.8
91
110.0
999.5
106.6
13.0
97
110.0
995
103.9
11.7
94
110.0
994.5 3
99.4
15.9 i
90
110.0
1002.5
106.1
11.0 i
95 '
112.0
1002.5
108.2
9.8 1
97
112.0
1002
104.7
10.6
93
112.0
1001.5
104.3
10.4
93
112.0
1001
107.5
9.5
96
112.0
DATE: March 2, 2006
Sladden Envinpnrinn
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
Date Tested 1
Location
Lot 11 B Back
Elevation
1001.5
Dry Dcn%ity
In Place
I
I
1 103.4
°/a Moisture
In Place
13.1.
Relative
Com action
92
Maximum
Density
1,10.0
1974
10 03-05
1975
10-03-05
� Lot 13 B Front
996
� 101.$
� 12.3 I
91
112.0
1076
10-03-05
1 Lot 13 B Back
996
103.9
11.2
93
112A
1977
1.978
1979
1960
1981
1982
1.983
1984•
1985�
1986!
19871
19881
19891
1.990'
1991�
1992I
19931
19941
1995`
19961
1997
1998
1999
2000
20011
2002�
2003
20041
2005
2006
2007
2008{
2009
2010
2011
2012.
10-03-05
10-03-05
10-03-05
10-03-05
10-03-05
10-03-05
10-04-05
10-04-05
1,0-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
Lot 23 B Front
994.5
100.3
8.8
Lot 23 B Back
995.5
102.7
11.5
Lot 24 B Front
995.5
103.8
13.7
Lot 24 B Back
994.5
100.4
12.6
Lot 2513 Front
995
99.5
14.1
Lot 25 B Back
996
104.4
10.2
Lot 3 A Back
993
104.3
17.1
Lot 3 A Back
994.5
100.4
12.6
Lot 4 A Back
993
96.1
21.3*
Lot 4 A Back
995
98.4
1511
Lot 5 A Back
995
98.1
1
20.6*
Lot 5 A Back
996
101.3
14.4
Lot 6 A Back
993.5
101.6
9.1
Lot 6 A Back
995.5
102.9
13.4
Lot 17 B Front
991.5
103.6
1.0.5
Lot 17 B Back
992
103,8
12.7
Lot 16 B Front
992.5
19.5*
87*
Lot 16 B Back
993
101.3
13.3
Lot 15 B Front
990
100.4
11.2
Lot 15 B Back
990
104.1 i
12.3
10-05-05
Lot 3 A tack
996
96.1 i
23.4
10-05-05 I
Lot A Back
997
97A I
11.8
10-05-05
Retest # 1985
100,2 `
20.1
10-05-05
Retest # 1986
102.3
12.9
10-05-05
Retest # 1987
95.2 1
20.7"
i
10-05-05
Lot 5 A hack
996
96.9
13.5
'10-05-05
Lot 6 A Back
996.5
102A
15.2
10-05-05 ;
Lot 6 A Back
997.5
1033
14.3
10-05-05
Lot 6 A Front
994
101.1
10.6
10-05-05 !
Lot 6 A Front
996
104.5
9.3
10-05-05 i
Lot 7 A Front
994
100.8
11.4
10-05-05
Lot A Front
996
961
9.3
10-05-05
Lot 3 A Front
994
104.4
14.4
10-05-05
Lot 3 A Front
996
103.8
1310
10-05-05
Lot 4 .A Front
993.5
102.7
15.3
'10-05-05
Lot 4 A Front
995.5
98.1
11.6
91
93
94
91
90
95
95
91
87*
89*
W
92
92
94
94
94
110.0
92
91
95
87*
84*
91
93
87*
88*
93
94
92
95
92
87w
95
94
93
89*
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110.0
'I M0
110.0
110.0
110.0
1.10.0
11010
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
DATE: March 2, 2006
Sladden ,Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. Date Tested Location
r
2014
2014
10-05-05
10-05-05
Lot 5 A Front
Lot 5 A Front
201,5
10-06-05
1 Retest # 1997
20161
10-06-05
Retest # 1998
2017
10-06.05
Lot 4 A Back
2018
10-06-05
Lot 4 A Back
2019
10-06-05
Retest # 2001
2020
10-06-05
Retest # 2002
2021
10-06-05
Lot A Back
2022
10-06-05
Lot A Back
2023
10-06-05 '
Lot 7 A Back
2024
10-06-05 1
Lot 7 A Back
2025
10-06--05 l
Retest # 2012
2026
10-06-05
Lot A Front
2027
10-06-05
Lot A Front
2028
10-06-05
Lots A Front
2029
10-06-05
Lot A Front
2030
10-06-05 '
Lot 6 A Front
2031
10-06-05 a
Retest # 2008
2032
10-06-05
Lot 7 A 'Front
2033
10-07-05
Lot 3 A Back
2034
2035 f
10-07-05 '
Lot A Back
10-07-05
Lot 4 A Back
2036
10-07-05
Lot 4 A Back
2037
10-07-05
Lot 5 A Back
2038
10-07-05
Lot A Back
20391
10-07-05
Lot 6 A Back
2040
10-07-05
Lot 6 A [lack
2041
10-07-05 '
Lot 7 A Back
2042
10-07-05
Lot 7 A Back
2043
10-07-05
Lot 4 A Front
2044
10-07-05
Lot 4 A Front
2045
10-07-05
Lot 5 A Front
2046
10-07-05
Lot A Front
2047
10-07-05
Lot A Front
2048
10-07-05
Lot 6 A Front
2049
1.0-07-05
Lot 7 A Front
2050
10-07-05 ,
Lot 7 A Front
TEST RESULTS
PROJECT NO: 5224810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture Relative Maximum
1 In Place In Place I C.nmroctjpn J ri
�JAIN
994.5
104.4
14.8
95
110.0
996.5
101.0
12.3
92
110.0
101.8
10.3
93**
110.0
108.3
14.6
98**
110.0
996.5
101.4
15.1 1
92
110.0
998.5
1 102.8
14.0
93
110.0
1
99.5
16.1
90**
110.0
1.00.3
14.3
91 "*
110.0
998.5
103.1
10.4
94
110.0
1000 i
102,0
11,6
93
110.0
996
104.4
13.1
95
110,0
998
101.7
9.6
92
110.0
106.9
8.8
97**
110,0
997.5
103.7
12.6
94
110.0
997.5
103.5
11.3
94
110.0
998
100.1 }
15.4
91
110.0
997,5
103,2 i
10.7 1
96
10.0
999
101.6
14.4 1
92
110.0
99.6
13.3
91**
110.0
998
100.8
7.6.0
92
110.0
999
101.3
8.6
92
110.0
1001
102.4
11.5 f
93
110.0
1000
99.3
10.0
90
110.0
1001.5
99.2
9.1
90
1.1.0.0
998
103.6
8.9
94
110.0
1000 1
102.8
10.7 i
93
110.0
1001.5
102.5
12.8 f
93
110,0
1003
104.1
11,0 °
95
110.0
1000
100,6
9.9 1
91
110.0
1002
103.4
18.0 i
94
110.0
999.5
106.5
8.4
97
110.0
1001 !
104.0
12.5 i
95
110.0
1000 j
II
104.8
11.3 +
95
110.0
1001.5
101.5
13.4
92
110.0
1000.5
102.6
9.7
93
110.0
.1.002
100,2
9.5
91
'110.0
1000
102.4
11.1
93
110,0
1001.5 f
i
99,6
10,3
I
91
DATE: Marcia 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Date Tested � Location
2051
10-10-05�
Lot A Back
2052
10-10-05 1
Lot 4 A Back
2053
10-10-05
Lot5 A Back
20641
10-10-05
Lot 117 B Front
2055i
10-10-05
Lot117 B Back
2056
10-10-05
l.ot 1181) Front
2057 t
10-10-05
Lot 118 B Back
2058
10-11-05
Lot 3 A Back
2059
10-11-05
1 of 4 A Back
20601
10-11-05
Lot 5 A Back
20611
10-11-05
Lot A Front
2062 �!
10-11-05
Lot 3 A Front
2063':
10-11-05
Lot A Back
2064!
10-11-05
Lot A Back
2065!
10-1.1-05
Lot 5 A Front
20661
10-11-05
Lot A Front
2067�
10-11-05`
Lot 7 A Front
2068'
10-1.1-05 `
Lot 3 A Front
2069`.
10-11-05
Lot A Front
2070=.
10-11-05
Lot 5 A Front
2071
10-11-05
Lot A Front
2072
10-11-05
Lot A Front
2073,
10-11-05
Lot 3 A Back
20741
10-11-05
Lot A Back
2075
10-11-05
Lot 5 A Back
20761
10-11-05
Lot A Back
20771
10-11-05
Lot 7 A Back
207$1
10-12-05
Parking Lot
20791
10-12-05
Parking Lot
20801.
10-12-05
Parking Lot
20811
10-12-05
Parking Lot
2082..
10-12-05
Parking Lot
2083
10-12-05
Parking Lot
20844
10-12-05
i
I Parking Lot
2085
10-12-05
Parking Lot
i
2086i
10-13-052
Lot A
2087
10-13-05
Lot B
2088
10-13-05
. Lot C
TEST RESULTS
Elevation
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Dry Density + % Moisture Relative Maximum
In Place 1 In Place Conpacrian Density
1002
104.5
1002.5
1.01.6
1001.5
101.8
974
92.3
974
93.4
973.5
91.8
973
95.0
1004
11.5.9
1004.5
103.8
1005
1.01.4
1004.5
100.1
1004
106.0
1005.2
109.7
1004.5 1
104.1
1.005 1
105.3
1005.5 j
103.4
1004.5 i
103.8
1002.5 }
105.4
1003
102.6
1003
106.3
1004
100.2
1003
99.4
1002.5
103.5
1003.5 1
101.4
1002
104.0
1004
101.8
1003
102.5
988
1.01..3
98$
103.6
989
99.3
988.5
105.4
990
j 102.0
990
11)1.3
991
104.1
990.5
102.8
982.5 102.1
983 105.4
985 100.3
11.9
14.8
1.5.3
17.1*
18,9*
20.4*
21.3*
*12.0
13.1
14,6
11.8
11.4
8.8
12.9
1.0.6
14.1
13.5
13.5
11.8
14.1
12.0
10.7
12.8
15.6
11.1
9.9
13.3
9.1
8.2
10.3
13.1
11.8
12.9
10.7
13.5
95 110.0
92 110.0
93 110.0
84* 110.0
85w 110.0
83* 110.0
86* 110.0
97 119.0
94 110.0
92 110.0
91 1.10.0
96 110.0
92 1.19.0
95 i 1.10.0
96 110.0
94 110.0
94 110.0
96 110.0
93 110.0
97 110.0
91 110.0
90 110.0
94 110.0
92 110.0
95 110.0
93 110.0
93 110.0
92 110.0
94 1 100.0
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
DATE; March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No.
Date 'rested I Location
2089
1.0-13-05
2090
10-13-05
2091
1.0-13-05
2092
10-13-05
2093
1.0-1.3-05
2094
10-13-05
2095
10-13-05
2096
10-14-05
2097
10-14-05
2098E
10-14-05
2099
10-14-05
2100
10-14-05
2101
10-14-05
21.02
10-14-05
2103
10-14-05
2104
10-14-05
2105�
10-14-05
2106
1.0-24-05
2107
10-24-05
2108
10-24-05
2109
10-24-05
2110,
10-24-05
2111j
10-24-05
2112.
10-24-05
21131
10-24-05
2114
10-24-05
2115
10-24-05
2116
10-24-05
2117
10-24-05
2118
10-24-05
21191
10-24-05
Lot D
Lot E
Lot F
Lot C
Lot 1-I
Lot
Lott
Lot A
Lot B
Lot C
Lot D
Lot E
Lot F
Lot G
Lot H
Lot I
Lot
Lot A Front
Lot 8 A Front
Lot A Front
Lot 9 A Front
Lot 10 A Front
Lot 10 A Front
Lot11 A Front
Lot11 A Front
Lot 8 A Back
Lot 8 A Hack
Lot 9 A Back
Lot 9 A Back
Lot 10 A Back
Lot11 A Back
212010-26-05 1 Lot17 B Front
2121
10-26-05
Lot 1713 Front
2122
10-26-05
Lot 18 B Front
2123
10-26-05
Lot 18 8 Front
2124
10-26-05
Lot 19 B Front
21251 10-26-05 Lot 20 B Front
21261 10-26-05 Lot 20 B Front
TEST RESULTS
PROJECT NO: 5224810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture
In Place I In Placc
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
106.1
103.5
101.6
10L2
104.3
107.1
103.1
101.1
101.6
103.9
102.8
99.3
1.04..5
100.8
104.1
103.9
102.5
102.9
105.8
1.03.5
101.4
100.8
1.04.7
99.5
103.0
1.06.1
105.3
101.9
103.4
10-1.9
101.3
993.5
104.5
995.5
102.6
993.5
100.3
995.5
101.6
997
105.4
997
101.8
999
101.3
9.6
8.9
12.4
12.9
14.1
8.9
10.2
9.3
11..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
10A
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
Relative I Maximum
96 1.10.0
94 110.0
92 110.0
92 110.0
95 110.0
97 110.0
94 110.0
92 110.0
92 110.0
94 110.0
93 1.10.0
90 110.0
95 110.0
92 1.10.0
95 110.0
94 110.0
93 110.0
94 110.0
96 110.0
94 110.0
92 110.0
92 110.0
95 110.0
90 110.0
94 .11010
96 110.0
96 110.0
93 ! 110.0
94 11.0.0
94 110.0
92 110.0
95 110.0
93 1.10.0
91 110.0
92 110.0
96 110.0
93 110.0
92 110.0
DATE: March 2, 2006
Sladden E►tvineerirt,
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No_ I Date Testcd I Location
2127
10-26-05
2128
10-26-05
2129
10-26-05
2130
10-26-05
2131
10-26-05
2132
10-26-05
2133
10-26-05
2134
10-26-05
2135
10-26-205
2136
10-26-05
2137
10-27-05
21381
10-27-05
21.39
10-27-05
2140.
10-27-05
2141
10-27-05
2142
10-27-05
2143
10-27-05
2144
10-27-05
2145;
10-27-05
2146!
10-27-05
2147�
10-27-05
2148.
10-27-05
21491
10-27-05
2150
10-27-05
21511
10-28-05
2152;.
10-28-05
2153
10-28-05
2154!
10-28-05
2155
10-28-05
2156;
10-28-05
2157i
10-28-05
2158,
1.0-28-05
2159'
10-28-05
21601
10-28-05
21611
10-28-05
2162
10-28-05
2163
10-28-05
2164
10-28-05
2165
10-28-05
2166
10-28-05
TEST RESULTS
Elevation
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Dry Density % Moisture
in Place I In Place
Lot 21 B Front
998.5
106.6
Lot 21 B Front
1000
103.9
Lot 22 B Front
993.5
100.6
Lot 22 B Front
995.5
102.2
Lot 23 B Front
996.5
102.9
Lot 23 B .Front
998.5 !
105.3
Lot 22 B Front
997.5 }
103.0
Lot 22 B Front
999 1
106.1
Sales Center
989.5
103.9
fiales Center
989.5
70111
Lot 17 B Back
994 °
102.2
Lot 17 B Back
996
1.00.4
Lot 18 B Back
997.5
104.1
I Lot 19 B Back
997 !
103.0
Lot 20 B Back
996.5
106.1
Lot 20 B Back
998
104.5
Lot 21 13 Back
997
101.1
Lot 21 B Back
999
100.3
Lot 22 B Back
993
103.1
Lot 22 B Back
995
102.8
1_.ot 22 E3 Back
997
101.5
Lot 22 B Back
999
101
Gate House
992
99.1
Gate House
994 `
100.6
l Front
` T,.ot 1 A �
996 1
101.6
Lot 1 A Front
998
101.9
` Lot 2 A Front
998
1,04.7
Lot 2 A Front
1000
102.8
l.,ot 1 A Front
1000 .
103.4
Lot 1 A Front
1002
100.2
Lot 2 A Front
1002
105.3
Lot 2 A Front
1003.5
101.2
Lot 2 A Back
1003.5
103.1
i Lot 11 A Front
PG
107.2
" Lot 11 A Back
PG 1
103.8
Lot 11 A Center
PG
104.3
Lot 10 A Front
PG
101.5
l..ot 10 A Back
PG
100.1
Lot 10 A Center
PG
` 102.6
Lot 9 A Front
PG
105.4
Relative i Maximum
1.3.4
97
13.0
94
10.1
91.
14.3
93
12.6
96
11.8
96
13.2
94
1.0.7
96
12.5
94
10,6
92
8.8.
93
10.9
91.
11.6
95
9.3
94
13.2
96
12.1
95
14,0
92
11.4
91
13.2
96
13.2
93
1,0.3
92
14.1
93
7.1
90
8.3
91
13.1
92
11.5
93
14.3
95
12.6
93
12.1
94
15.1.
91
13.0
96
11.6
92
10.7
94
9.6
97
1 11.1
94
10.8
95
12.6
92
8.7 I
91
11.0
93
9.3
96
110.0
110.0
110.0
1.1.0.0
110.0
110.0
110.0
1.10.0
110.0
1,10.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
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
1.10.0
110.0
110.0
DATE: March 2, 2006
Sladden Engineering
PROTECT NAME; Madison Club
LOCATION: La Quinta, California
I est No. Date Tc%tcd Location
2167
10-28-05
Lot A Back
21.68
10-28-05
Lot 9 A Center
2169,,
10-28-05
Lot 8 A Front
21701
10-28-05
Lot 8 A Back
21711
10-28-05
! Lot 7 A Front
21721
1.0-28-05
i Lot.7 A Back
21.73 �
10-28-05
i Lot 6 A Front
2174,
10-28-05
Loth A Back
2175
10-28-05
Lot 6 A Center
2176 I
10-28-05
+ Lot A Front
2177
10-28-05
Lot 5 A Back
2178
10-28-05
Lot 4 A 'Front
2179
1.0-28-05
Lot 4 A Back
2180
10-28-05
Lot 4 A Center
2181
10-28-05
1.0t 3 A Front
2182
10-28-05
Lot 3 A Back
2183
10-28-05
Lot 2 A Front
2184
10-28-05
Lot 2 A Back
2185
10-28-05
Lot 1 A Front
2186
10-28-05
Lot A Back
2187
11-01-05
Lot 10 B Back
2188
11-01-05
I.ot 10 B Front
2189 �
11-01-05
Lot 13 B Front
21*
17 -01-05 ,
Lot 13 B Back
21911
11-01-05
Lot 14 B Front
21921
11-01-05
Lot 1413 hack
2193
11-01-05
Lot 15 6 Front
2194
11-01-05
Lot 15 B Front
2195
11-01-05
Lot 15 B Back
21961
11-01-05
Lot 15 8 Back
2197
11-01.-05
Retest #
21981
11-01-05
Lot 16 B Front
2199'
11-01-05
Lot16 B Back
2200 1
11-01-05
Lot 15 B Front
2201 i
11-01-05
Lot 15 B Back
2202
11-02-05
Lot 23 B Back
2203
17 02-05
Lot 23 B Back
2204
11-02-05 '
Lot 24 B Front
2205
11-02-05
Lot 24 B Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
blevation DryDensity % Moisture
In Place I In Place
PG
PG
PG
PG
PG
PG
PC
PG
PG
PG
PG
PG
PC
PG
PG I
PC
PG f
PG
fC
PG i
1003
1002 1
998
998
997
997
992
994
992
994
994.5
995
996
996
997.5
999.5
997.5
999.3
103,7
106.6
102,4
102.7
104,7
108.1
106.3
103.4
105.3
1.00.9
102.6
104.4
107.1
105.4
103.2
103.5
106.6
102.4
99.3
100.7
104.0
102.0
100,4
103.3
105.1
101.4
100.1
100.E
1.03.7
104.8
99.3
102.5
105,E
103.4
106.8
104.9
102.6
106.7
103.5
11.0 1
9.2
12.5
13.0
73.1
11.0
11.4
14.1
10.9
14.5
3.2.0
9.8
1.1..0
12.6
8.8
10A
11.8
12.4
9.1
9.6
9,3
10.7
11,6
13.1
9.8
11.0
10.7
10.2
12, 6
10.1
8.7
12.3
13.4
10.8
9.5
Relative
94
97
93
93
95
98
97
94
96
92
93
95
97
96
94
94
97
93
90
92
95
93
91
94,
96
92
91
91
94
95
90
95
96
94
97
Maximum
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
1.1.0.0
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
170.0
110.0
110.0
110.0
110.0
110.0
11..8 I
95
110.0
10.1 !
93
110.0
13.4
97
110.0
9.6
94
j 110.0
DATE: March 2, 2006
Sladden 1:nQinPnrinv
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test. No. Date Tested Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density 'Yo Moisture KeLat]Ve WIdAUuuui
In P1acc In Place Campsction Dcnsi
2206
11-02-05
Lot 24 B Back
996.5
100.3
2207
11-02-05
Lot 24 B Back
998.5
104.1
2208
11-02-05
Lot 25 B .Front
997
101,1
2209
f
11-02-05 J
Lot 25 B Front
999
101.4
2210,
11-02-05
Lot 25 B Back
998
1.04.4
2211
1.1-02-05
Lot 25 B Back
1000 '
103.6
2212
I
11-02-05 !
Lot 26 B Front
995.5
106.0
2213
11-02-05
Lot 26 B Front
997.5 °
10.5
2214
11-02-05
Lot 26 B Back
995 j
101.8
2215�
11-02-05
ff
L''ot 26 B Back
997
I
103.7
2216
11-03-05
Lot 9 B Front
PG
105.1
2217
11-03-05 1
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
1.1-03-05
Lot 11 B Back
PG
100.8
2222
11-03-05
Lot 12 B Front
PG 1
103.1
2223
11-03-05 ;
Lot 12 B Back
PG
105.7
2224�
11-03-05 1
Lot 13 B Front
PG
106.9
2225;
11-03-05
Lot 13 B Back
PG
104.4
2226
11-03-05
Lot 14.13 Front
PG �
101,7
`
2227
11-03-05 I
Lot 14 B Back
PC
1,02.1
2223
11-03-05
Lot 15 B Front
PG
105.5
2229
11-03-05
Lot 15 B Back
PG
103.3
2230'
11-03-05
Lot 1613 Front
PG
107.1
22311
11-03-05
Lot 16 B Back
PG
104.2
2232 i
11-04-05
Lot 17 B Front
997.5
103.6
2233
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
11-04-05
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
1.,ot 22 B Front
1001
103.3
2242
11-04-05
4 Lot 22 B Back
'10011
104.6
2243I 11.07-05 i Lvt 17 B Front PC j 103.3
11.1
91
110.0
10.0
95
110.0
12A 1
92
1.10.0
14.1
92
110.0
9.7
95
110.0
8.8
94
110.0
11.4
96
110.0
9.9
93
110.0
12.9
93
110.0
13.4
94
110.0
9.5
96
j 110.0
11.0
93
110.0
10.4
93
`: 110.o
12.3
95
l 110.o
11.1
91.
110.0
9.3
92
110.0
12.8
94
110.0
123
96
110.0
9.7
97
110.0
9.2
95
110.0
10.0
93
110.0
10.5
93
110.0
12.6
96
1.1.0.0
13.1
94q
110.0
8.8
97
11010
10.7
95
110.0
10.1
94
I
4 110.0
11.5
96
110.0
12.5
92
110.0
9,8
91
y 110.0
14.6
95
1 110.0
12.9
95
110.0
13.6
93
1.10.0
11.4
9S
110.0
11.9
95
110.0
l 15.1
94
110.0
13.0
95
110.0
9.0 1 94 110.0
DATE: March 2, 2006
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I mate Tested
f
224-
224;
2241
224'
224!
224!
225(
225]
225:
225;
2254
Location
11-07-05
Lot 1.7 B Back
11-07-05
Lot 17 B Center
11-07-05
Lot 18 B Front
11-07-05
Lot M B Back
11-07-05 1
Lot 18 B Center
11-07-05 +
Lot 19 B Front
11-07-05
Lot 19 B Back
11-07-05
Lot 1.9 B Center
11-07-05
Lot 20 B Front
11-07-05
Lot 20 B Back
11-07-05
Lot 20 B Center
2255 11-08-05
2256 11-08-05
2257 11-08-05
2258 11-08-05
2259 11-08-05
Lot 118 B
Lot 119 B
Lot 120 B
Lot 121 B
Lot 122 B
2260
11-09-05
+ Lot 25 B
2261
11-09-05
I,.ot 25 B
2262
11-09-05
Lot 25 B
2263
11-09-05
Lot 26 B
2264
1.1-09-05
1-ot 26 B
2265
11-09-05
Lot 26 B
2266
11-09-05
Lot27 B
2267
11-09-05
Lot27 B
22681
11-09-05
Lot27 B
2269
11-09-05
Lot 21 B
2270
11-09-05
Lot 21 B
2271
1.1.-09-05
Lot 21. B
2272
11-09-05
Lot22 B
2273
11-09-05
Lot22 B
2274
11-09-05
Lot22 B
2275
11-09-05
Lot 23 B
2276
11-09-05
Lot 23 B
2277
1.1-09-05
Lot 23 B
2278
11-09-05
Lot 2413
2279
11-09-05
Lot24 B
2280,
11-09-05 1
Lot24 B
22811 11-10-05
Lot 117 B
TEST RESULTS
PROJECT NO: 5224810
REPORT NO. 06-02-120
Elovation
Dry Density'
% Moisture f
Relative
f Maximum
In P1aoc I
I I
in Place
1
Corn action
I
I Densi
PG 101.4
PG 104.6
PC 100.5
PG 102.8
PG 104.9
PG 106,1
PG 103.5
PG 105.3
PG 1 101.8
PG 101,4
PG 104.0
3.0 BPG
110.2
3.0 BPG
110.2
3.0 B PC 1
104.3
3.0 BPG
104.9
3.0 BPG
101..8
PG
106.5
PG
99.9
PG 1
104.4
PG
106.8
PG
101.2
PG
102.7
PG
101.8
PG {
103.2
VG '
104,1
PC
99.6
PG
99.9
PG
108.5
PG
99.0
PG
107.5
PC
103.8
PG
101.0
PG
104.6
PG 1
104.6
PG
101.0
PC 1
103.7
PG
100.5
PC 1 103.4
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
11.6
9.5
5.9
8.4
15.1
9.6
5.7
10.4
9.9
12.8
10.4
9.2
92 110.0
95 110.0
91 110.0
93 110.0
95 110.0
96 11.0.0
94 110.0
96 110.0
93 110.0
92 1.10.0
95 110.0
98 112.0
98 112.0
93 { 112.0
94 112.0
91 112.0
+I
97 I 110.0
91 110,0,
95 ; 110.0
97 110.0
92 110.0
93 110.0
92 110.0
94 I 110.0
95 110.0
91 1.10.0
91 110.0
99 110.0
90 11I 110.0
98 I 110.0
94 110.0
92 1.10.0
95 110.0
95 110.0
92 110.0
94 110.0
91 110.0
94 1 110.0
DATE: March 2, 2006
$ladders EnpimeerLiL,
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. ` Date Tested I Location
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I
Dry Density % Moisture xeiauve maxim lli
In Place I In Place � compaction Dcntiit
2282
11-10-05
Lot 117 B
PC
105.3
2283
11-10-05
Lot 118 5
PC
108.8
22841
1.1.-1.0-05
Lot 118 B
1'G
103.4
22851
11-10-05
Lot 1.1913
PC
105.3
2286
11-10-05 1
Lot 119 B
PG
109.1
2287
11-10-05
Lot 4.0 8
PC i
108.3
2288
11-10-05
Lot 40 B
PG
109.1
2289
11-10-05
Lot 11.813
1.0 BPG
99.9
2290
11-10-05
Lot 119 B
1.0 BPG
100.6
2291
11-10-05
Lot 120 8
1.0 BPC
1.00.0
2292
11 -10-05 -
Lot 121 B
1.0 BPG
99.8
2293
11-10-05
Lot 1.22 B
1.0 BPG
102.0
2294 i
11-10-05
Lot 29 B
PG'
1.09.2
2295 i
11-10-03
Lot 29 B
PC
107.9
2296
11-10-05
Lot 29 6
PC `
108.2
2297
11-10-05 1
Lot 28 B
PG
108.9
2298
11-10-05
I.,ot 28 B
PC j
108.9
22.99
11-10-05 1
Lot 28 B
PC I
109.1
2300
11-10-05
Lot 30 B
PG i
105.0
2301
11-10-05
I of 3U B
PC
1,04.0
2302 i
11-1 U-05
Lot 30 B
PG
105.9
23031
11-14-05
I,,ot 31 B
PC
108.5
2304:
11-14-05
Lot 31 B
PC
108.0
23051
11-14-05 +
Lot 32 B
PC
108.8
2306
1.1-14-05 E;
Lot 32 $
PG
104.5
230'1
11-14-05
Lot 36 B
PC
107.5
2308
11-14-05 '
Lot 36 B
PC
100.4
2309
11-14-05
Lot 35 B
PG
10.5
23101
11.-1.4-05
Lot 35 B
I
1'G
103.3
2311
11-15-05
Lot 39 B
PG
109.0
2312
11-15-05
Lot 39 8
PC
108.7
2313
11-15-05
Lot 38 B
PC
103.1
2314,
11-15-05
Lot 38 5
PC
108.6
21 315
11-15-05
Lot 37 B
PG
10$.4
2316
11-15-05
Lot 37 B
PG
104.7
2917
11-15-05
Lot 33 B
PC
108.2
2318
11-15-05
1 Lot 33 B
PC
101.7
2319
11-15-05
' Lot 34 B
PC
103.1
2320
11-15-05
Lot 34 B
PC
100.1
11.8
9,8
9.6
10.2
11.7
9.8
11.5
12.2
11.9
12.6
14.4
11..4
9.5
7.7
13.1.
14.6
8.3
11.4
15.1
15,2
14.2
7.5
6.2
7.1
7.4
11.7
6.4
11.2
15.1
8.1
6,0
15.1.
9.5
11.9
7.3
7.5
10.8
8.3
6.1
96
110.0
99
110.0
93
11.0.0
96
110.0
99
110.0
98
110.0
99
110.0
91
110.0
92
110.0
91
110.0
91
110.0
93
110.0
99
110.0
98
110.0
99
1110.0
99
110.0
99
110.0
99
11.0.0
95
110.0
95
110.0
96
110.0
99
i 110.0
98
110.0
99
110.0
95
110.0
98
110.0
91
93
1.10.0
94
1 11.0.0
I
99
11.0.0
99
110.0
94
110.0
99
110.0
98
110.0
95
110.0
98
110.0
93
1.10.0
94
110.0
92
110.0
DATE: March 2, 2006
.Sladden Engineering
PROJECT NAME. Madison Club
LOCATION: La Quinta, California
Tcst No. I Date Tested I Location
2321
11-17-05
Lot 120 B
2322
11-17-05
Lot 120 B
2323
11-17-05
Lot 121 B
2324
1.1-17-05
Lot 121 B
2325
11-17-05
Lot 122 B
23261
11-17-05
Lot 122 B
2327 !
11-17-05
f t 8213
10
2328
11-17-05
Lot82 B
2329
11-17-05
Lot 8*1 13
2330
11-17-05
Lot 81 B
2331
11-17-05
Lot 80 13
2332�
11-17-05
1 Lot 80 B
2333
11-21-05
Lot 43 B
2334
11-21-05
Lot43 B
2335
11-21,-05
Lot42 B
2336'
11-21-05
Lot 42 B
2337I
11-21-05
Lot 41 6
2338I
11-27-05
.Lot 41 B
2339 JJJJJJ;
11-21-05 f
Lot 48 B
2340 -
11.-21-05
Lot 48 B
2341
11-21-05
Lot 47 B
2342
11-21-05
Lot 47 B
2343 ?
1.1-21-01
Lot 46 B
23441
11-21-05
Lot46 B
2345
11-21.-05
LOt 45 B
2346
11-21-05
Lot45 B
2347
11-21-05
Lot 44 B
2348
11-21-05
Lot 4.4 B
2349
11-28-05
Lot 63 B
2350'
11-28-05
Lot 63 B
f
23511
01.-04-06
Sales Office
2352
01-04-06
Sales Office
2353
01.-04-06 �
Sales Office
2354
2355
01-04-06
Sales Office
1
01-04-06
Sales Office
TEST RESULTS
PROJECT NO.522-4810
REPORT NO: 06-02-120
Elevation DryDensity f % Moisture Relative Maximum
In Place • In Place I
PC
PC
PC
PC
PC
PC
PC
PG
PC
PC
PC
PC
109.1 f
9.9
99
103.5
16.5
94
105.2
11.1
96
109.0 j
1.3.7
99
105.1
11.4
96
106.7
13.3
97
101.1
"1
94
108.1
8.9
94
104.4
13.6
95
105.9
12.8
'96
103.1
11.9
94
99.9
10.6
91
PG
109.1
1'C;
108.1
PC
109.1
PG
1.08.9
PC
106.8
PC
109.1
PG
1.07.3
PC
108.7
PC
106.7
PC
105.9
PC
108.8
PC j
109.1.
PC
108.7
PC
107.7
PC
107.8
PC
106.7
PC 1
1.07.9
PC
106.2
5.0 BSC
101.9
4.0 BSC
99.9
2.0 8SG
99.8
5.0 BSC
98.1
3.0 BSC
99.9
11.4
I
99
13.1
98
12.4
99
11.9
99
13,1
97
11.6
gg
7.4
97
7.0
99
6.1
97
7.1
96
6.5
99
6.1
99
7.1
99
6.5
98
10.2
98
9.4
97
i
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110,0
110.0
110,0
f 310,0
110.0
110.0
110.0
110.0
110.0
1.10.0
1 110.0
110.0
110.0
110.0
110.0
1,1.0.0
110.0
110.0.
10.2
98
I
110.0
10A
97.
1.10.0
9.7
93
109.0
8.3
92
109.0
9.6
92
1 109.0
10.6
90
109.0
15.4
92
109.0
DATE: March 2, 2006
Sladden En,-ineerina
(W
Sladden
Engineering
5782 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 Garnfin
Project: Madison Club
Tentative Tract Map 33076
NEC Avenue 54 and Madison Street
La Quinta, California
Subject: GeotecluticalInvestigation
Project No. 544-4810
05-01-101
ITY OF LA C)IJIIVTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE ,...BY
Presented herewith is the report of our Geotechnfcal Investigation conducted for the construction of the
proposed golf club and residential development to be located on the northeast corner of Avenue 54 and
Madison Street in the City of La Quintal 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,
SLADD ENGINEERING
Brett-L. Anderson
Principal Engineer
SER/pc
Copies: 6/East of Madison, LLC
gyp' 9 3�06
OF
L.�
GEOTECHNICAL. INVESTIGATION
PROPOSED MADISON CLUB
NEC AVENUE 54 & MADISON STREEI"
LA QUINT& CALIFORNIA
January 28, 2005
TABLE OF CONTENTS
INTRODUCTION......................1.................................................................................................... 7
SCOPEOF WORK ....................................................
PROJECT DESCRIPTION ...... ........... ..................................
GEOLOGY AND SEISMICITY ............................. ..... ,.... .....:....
................,.....,................ 1
.......... ....... ....................................................,............ 2
SUBSURFACE CONDITIONS ......................
LIQUEFACTION ...................................... ...............................................................................,,..., 3
CONCLUSIONS AND RECOMMENDATIONS...................................................... 3
Foundation Design.........................................,................................... ................. 4
Settlements.....................................................................................
LateralDesign................................................................................................................................. 5
RetainingWalls......................................................1...................... 5
ExpansiveSoil.......................................................................,.....,...................................................,, 5
ConcreteSlabs-on-Grade................................................................................ 5
Soluble Sulfates............................................................................................................................ 6
Tentative Pavement Design............................................................................... ....,..........
Shrinkage and Subsidence...................................................... .........,.,............... 6
GeneralSite Grading....................................................................................
I. Site Clearing...................................................................................... .............................. 6
2. Preparation of Building and Foundation Areas................................................................ 7
3. Placement of Compacted Fill............................................................... 7
4. Preparation of Slab and Pavement Areas..................:............................................. 7
5. Testing and Inspection................................................................. ......,.......................... 7
GENERAL..................................
REFERENCES.......................................................................................................................................... 9
APPENDIX A - Site Plan and Boring Logs
Field Exploration
APPENDIX B - Laboratory Testing
Laboratory Test Results
APPENDIX C - 2001 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 corner 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 Ira
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. Tt 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 corner 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.
Madden Engineering
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 wail 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 Valley is situated in one of the more seismically active areas of California. The $an
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 utilized 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 ((.1 Magnitude),
Landers -1992 (7.5 Magnitude) and Big Bear -1992 (6.6 Magnitude).
Rlnddan F.noinpprinn
January 28, 2005 -3- Project No. 544-4810
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 sanely silt layers arc 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 7.8-I-13 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 Iiquefaction 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 g-toundwater, 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. 544-481.0
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 addition to 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 C1BC 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 CalOSHA excavation
criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface
silty sands will be classified by C)JOSHA 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 [IBC 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. 544-4810
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 pcf 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 SIabs-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 Enxineering
January 28, 2005 -6. Project No. 544-4810
05-01-101
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 Clearing: 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.
Madden Engineering
January 28, 2005
-7-
Project No. 544-4810
05-01-101
Z 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 overexcavatcd 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
a5 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 compactioe 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 rocornmendations 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. 544-4810
05-01-101
REFERENCES
ASCE Journal of Geotechnical Engineering Division, April 1974.
Boore, Joyner and Fumal (1994) Estimation of Response Spectra and 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 1driss (1982) Ground Motions and Sail Liquefaction During Earthquakes, Earthquake Engineering
Research Institute Monograph.
Seed, Tokimatsu, Harder and Chung, (1985), Influence of SPT Procedures in Soil Liquefaction 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, Seismic Safety 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 Winches (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 Stree4 La Quinta
Date. 12/13/2004 Boring No. 1 Job Number; $44-4810
U
Description
.'�.`
oRemarks
5
10
15
20
25
•`>=
6/4/6
Sand: Fine to Medium Grained and Sandy Silt Layer 2"
SP
11
---
Native soil
Grey in color
30
JL
5/6/7
Clayey Silt
M4
6
64
Grey in color
35
9/13/10
Sand: Fine to Medium Gotined Layer —9" and Sandy Silt
SP
2
10
Gny in color
Grey in color
40
10/10/8
Silty Send: Fine Grained
SM
2
14
45
8/10/8
Silt and Clay: Interbedded Thin LenseF
ML
6
---
3rey in color
50_JU
11/I6/21
Send; Finn to Medium Grained
SF
3
8
+Croy in color
Sudden Enizineering
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
65
10/7/8
Sand: Fine to Medium Grainer! Layer-9" and Sandy Silt
SP
23
Grey in color
70
1 t/13/16
Silty Sand: Fine Grained
SM
26
22
Dark Grcy in color
75
-
7/9112
Silt and Clay: interbedded Thin Lenses
ML
33
72
Dark Grcy in color
Groundwater 78 Feet
80
85
90
5/7/8
6/10/10
Clayey Silt
ML
32
70
Brownish Grey in color
:sample Not Recovered
17
_
_
95
_
100
:Note: The stratification lines
,represent the approximate
boundarics between the Bail
types; the transition may be
;�adual.
'Total Depth = 90 Fcct
Proundwater encounterededrock not encountered
NMadlson Club -The Nideawny
NEC ,Avenue 54 & Madison Street, La
QuinO
Date:
12/18/2004
Boring No. 2
Job Number: 5444810
t"
N
to
U
Description
e
emarlts
0
ative Soil
5
_
3/3/3
Silty Sand: Finc Gtaincd SM
2
_._
fight Grey in color
10
5/6/7
Silty Sand: Finc Grained SM
I
---
Light Brown in color
15
3/4/6
Silt ML
9
97
1'an in color
20
4/5/7
Sandy Silt and Silt Layers ML
11
81
an in color
25
5/6/7
Silty Sand: Fine Grained SM
2
24
Greyish Brown in color
30
3/519
Sandy Silt and Silt Layers ML
5
64
Light Brown in color
35
4/5/7
Sandy Silt ML
6
56
reyish Brown in color
40
6/8/13
Silty Sand. Fine Grained SM
2
Browniob Grey in t,:plor
45
5/7/7
Sandy Silt ML
10
51
113rownish Grey in color
50
8/10/I 1
Silty Sand: Finc Grained anci Silt Layer --1" SM
3
18IBrownish
GCcy in color
Sladden Engineering
ML
22
77
Brown in color
SS
4/6/8
Claycy Silt
60
4/7/8
Sandy Silt with Tram of Clay
ML
17
67
Brown in color
ML
22
77
Brown in color
65
5/8/9
Sandy Silt
"
SM
12
34
Brown in color
70
7/8/18
Sand and Silt Lay=
ML
31
83
town in color
75
3/3/6
Ciaycy Silt
Grnundwater 79 Feet
ML
27
88
Brown in color
80 JL
4/(i/9
Clayey Silt
ML
26
63
rown in color
$5
6/la/17
Clayey Silt
90
1/315
Silty Sand: Finc Grained
SM
28
10
mwn in Wlor
-
Mote; The stratification lines
-
resent the approximate
'
SM
28
16
undarics between the soil
95
I /7/l 6
Silty Sand: Fine Grained
typal: the transition may be
-
otal VWth = W1.5 Fact
SM
19
47
Groundvvatcr cncountered
l00
5/6/12
Clayey Sand
edrock not encountered
q)%A e-n Rnainccrintr
Sladden rneineerine
JL
9/10117
Sand: Fine to Medium Grained
SP
20
9
]Brownish Grey in color
Groundwater Q 56 Feet
60
416/7
Silt
ML
27
66
Brown in color
65
1 6113/10
Silty Sand: Fine Grained
Sm
24
14
Brownish Grey in color
70
2/5/14
Sandy Silt
ML
24
52
Brown in color
75
5/12/22
Silty Sand, Fine Grained
Sm
27
30
'
Brown in color
so
6/21/34
Clayey Sand
Sm
16
26
Brown in color
85
11/20/26
Sand: FinvtoMedium Grained
S, p
is
5
Brown in color
go =
to/16/11
Sand: Coars'drainod and Sandy Silt
SP
28
---
roven in Color
Note, The stratification lincs
e-ptesemi the approximate
Sm
19
...
boundwm; between the soil
95
7/15/21
Silty Sand: Fine Grained
types; the transition mity be
gradual.
TOW Dcpth = 101.5 Feet
10
5/8/1
Sand: Coarse Grained
Sp
17
Grolindwider encountered
8 OdTO Ck not encountered
Madison Club-Tbe M'deaway
NEC Avenue 54 & Madison Street, La uinto
Date. 12/20/2004 Boring No. 4 Yob Number. $44-4910
0,
-P
E
Description
Remarks
Nativo Soil
Silty Sand: Fine to Medium Grained
to
IS
20
25
2/416
Clayey Silt
ML
I 1
78
Grey in color
30
5/8/9
Silty Sand: Fine Grained and Clay Layer -511
'SM
6
---
Grcy in color
35
7/8/12
Sand: Fine Grained
Grey in color
40 =
5/8/13
Sand: Finc Grahicd
SP
2
9
Cray in color
45
2/3/6
Clayey Silt Layer -8" and Silty Clay Layer- 8"
ML
31
87
Grcy in color
50
516111
Silty Sand: M tic Grained
SM 1:�_
22
19
Greijndwater@-5" Fret
55
9/18/31
Sand: Fine Grained
SP
22
11
DmTk Grey in color
60 LIL
6/8/16
Sandy Silt
ML
24
61
IDark Grcy in color
65
3/4/7
Clay
CL
23
91
DrQwnitih Grey in color
70
9113116
;Sand: Fine to Coarra Grained
SP
25
10
Gray in Color
75
9/15/17
Sand: Fine to Coarse Grained
SP
23
11
rcy in color
80 `: >JIL
12116M
Sand: Fine to Coarse Grained and Gravel
SP
23
8
Grey in color
85 :
619/13
Sand- Fine to Coarse Grained and Silty Clay Laycr — 4"
SP
23
Grey in color
90
6110115
Sand: Fine to Coarse Grained
SP
28
11
Grey in color
eta: The stratification lines
LcIpromt the approximate
95 `.;`
17/26/29
Sand: Fine to Coarse Grained
SP
27
7
urrdaries between the soil
the transition may be
'gradwal.
Total Dcpth = 101.5 Fact
100 ;:
8/17/29
Sand: Fine to Coarse Grained
Sly
30
8
undwater encountered
V�mck
not encountered
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quintu
Date: 12/20/2004 Bodug No. 5 Job Number- 544-4810
0
nk
41
Descri tioil
CARemarks
0
Nativc Soil
5
5/7/10
Sandy Silt
ML
96
14
77
Greyish Brown in color
10
3/5/9
Silty Sand: Fine Grained
SM
110
5
16
Grey in color
15
S/7/l o
Clayey Silt and Sandy Silt
ML
108
3
74
Brownish Grey in color
20
4/8/13
Sand: Fine Grained
SP
114
1
11
Grey in color
25
30
California Split -spoon Samplc
r otal Depth —21'
1
Bedrock not cncountcred
•
Unrmovercd Sample
Groundwater not encountered
-
Standard penetration Test Samplc
35
40
Notc: The stratification lines represent the approximate
-
boundaries between the soil types. the transition may be
gradual.
45
SD
gladden Enfyi-neenna
Madison Club -The Hldceway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/20"
Bering No. 6 Job Number: 5"4810
rq
it
cn V
Cq Dc-mri tion rig .j Rornarks
0
Native Soil
5
5/9/11.
Sand: Fine Grained and Claycy Silt
SP
114
2
.••
arzy in color
l U
9/10/10
Sand; Finc Graincd and Silty Sand: Fine Grained
SP
107
2
11
try in cclor
15
4/6/10
Sand: Fine Grained and Sandy Silt
SP
101
23
---
Grey ill color
20
:_ =
5110/17
Sand: Fine Grained
SP
91
20
7
Grcy in color
25
30
California Split -spoon Sample
Total Depth —21'
_
I
Bedrock not. cncounterod
-
Unrmovcred Sample
Groundwator not cnco►mtcrad
-
Standard Penetration Tcst Sample
35
40
Notc; The stratification line: represent the approximate
boundaries between the soil types; the transition may be
_
grad ual.
45
5�
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004 Baring No. 7 Job Number: 544.4810
o
ry
�
A
rn
U
Deseri lion
;°
a
Rcrnark,4
0
Native Soil
5
4/5/8
Silty Sand; Finn Grained
SM
102
3
21
IBrownish Grey in color
10
4/4/11
Clay and Silty Sand: Fine Grained
SM
84
22
16
Brownish Grey in color
15
4/6/11
Sand- Fine to Coarse Grained and Sandy Silt
SP
103
5
10
3ray in color
20'
5/9/13
Sandy Silt
ML
110
6
77
Grey in color
25
30
California Split-bpoon Sample
Total Depth 21'
-
I
nedrock not encountered
-
Unrecoverud Sample
I
Groundwater not encountered
_
-
Standard Penetration Test Sample
35
40
Note, The stratification lines represent the approximate
boundaries between the soil typrs; the transition may be
_
gradual,
45
50
klaelripn Rnainer.rina
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quints
Dace: 12/20/2004
Boring No. 8 lob Number: 544-4810
o
o �
CJ
04
Dc3Cri tit)11
v¢s
Remarks
0
Native Soil
5
4/7/11
Sandy Silt and Silty Clay
Ml,
I t14
2 67
Grey in color
10
7/9/9
Silty Clay and Silty Sand: Finc Grained
ML
107
8 80
Grey in w1or
15
i'
10/16/24
Swd: Fine Grained
SP
118
6 9
Gtcy in color
20
8/12/18
Silty Sand; Fine Grained and Sandy Silt
SM
III
7 15
Orey in color
25
30
California Split -spoon Sample
Total Dcpth —2P
I
Scdrock not encountered
-
Unrecovered Sample
Groundwater not encountered
.
Standard Penetration Test Sample
35
40
Now: The stratification lines represcnt the approximate
boundaries between the soil typcs; the transition may be
gradual.
45
5Q
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street La uinta
Dates 12/20/2004 Baring No. 9 Job Numbers S44-4810
s�.
a
b
�
q
i!1
V
Drscri tton
f/]
r�
a
RCioailts
p
Native Soil
5
.71
4/5/9
Sand: Fine Grained
SP
101
3
7
Grey in color
1 a
5/9/15
Sandy Silt
ML
90
22
75
13m in dolor
15
4/9/l5
Silty Stand: Fine Gruinc;d
W
102
14
1'5
Grey in color
20
::
8/16/20
Sand: Finn Grainud
SFI
98
18
11
Grey in color
25
30
California Split -spoon Sample
total Depth —2 V
-
I
Bedrock not enCpuntercd
-
Unrecovered Sample
umundwater not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification lines represent the approximate
_
boundaries between the soil types; thn 6unvition may ba;
gradual.
45
50
Cladrlr_n Rnninerrinv
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004 Boring No.10 Job Number: 544- 810
C°
Description
Remarks
o
Nativo Soil
5
12/15/23
Sand; Fine Grained and Sandy Silt
SP
l00
2
9
47JTCY in color
10
23/35/31
Sand: Fine Grained and Clayey Silt
SP
108
3
9
!Brownish Grey in color
15
16/21/3$
Sand: Fine Grained
SP
99
6
7
!Brownish Grey in Color
20
`• -
23/50-5
Sand: Fine Grained
SP
106
3
7
Greyish Brown in color
25
30
California Split -spoon Sample
Total Depth. m--21'
IBedrock
not encountered
Unreoovered Sample
I
Groundwater not encountered
.
-
Standard Penetration Tcst Sample
35
40
Notc; The stratification linen represent the approximate
_
boundaries between the sail types; the transition may be
gradual,
45
St)
Madison Club-Thc Hidcaway
NEC Avenue 54 & Madison Street, La
uluta
Date:
12/21/2004 Soretn Na. 11
Job Number:
544-4810
di
®
O.22
Descri tioll rn°
errtarks
0
stive Soil
5
10/14/19 Sand: Fine Grained SP
114
2
12
re} in color
10
_
$/l 1 /15 SNn[l; 1 inC (iT&ine i SP
115
3
11
rownish Grey in color
15
9/13/16 Sandy Silt and Sand: Fine Grained ML
121
2
72
grey i8h Brt)wn in color
20
8/11/15 Sand: Finn Grained 5P
113
2
12
rey in color
25
30
California Split -spoon Samplc
otal Dcpth �-21'
Unr oovored Sample
Wrack not ancountcrad
Groundwater
not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification lines reprcucnt the approximate
-
boundaries between the soil types; the transition may be
-8tadual.
45
50
Sladden Engineering
filadAen Enkineeriniz
12/21/2004
0
U
0
S
10
15
20
25
30
35
40
45
30
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La QuInta
Boring No.13
Job Number:
CD
4/6/6 1 Sand: Fine Grained
6/7/11 ISand: Fine Grained
9/14115 Silty Sand: Fine Grained
California Split spoon Sample
I
Unreoovered Sample
I
Standard Pcntoration Tcst Sample
The stratification lines represent the approximate
arics between the soil typos; the transition may be
Soil
SP 11 115 1 1 1 10 1k,-T&,, in color
SP 11 103 1 ! 1 8 pGm in color
SM I 110 I 18 Groy in color
ptal Depth 18'
edrock not encountered
Groundwatm not mcountmod
Sladden Eneineruino
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date'.
12/21/2004 Bortug No.14
Job Number:
544-41810
8
v
�
1
° Descri lion
ri
�
O
fl
Remarks
Y
adyc Sall
0
5
7110114 Clayey Silt and Silty Sand: Fine Grained
ML
104
11
77
Grey in color
10 ;;
8/12/16 Sand: Fine Grained
SP
99
6
8
Brownish Grey in color
15
6/10111 Clayey Silt
ML
93
24
83
rownisle Grey in color
20
5/8/11 Clayey Silt and Sandy Silt
ML
93
27
80
Grey in color
25
30
California Split -spoon Sample
Total Depth —21'
I
cdmck not uncounturml
-
-
Unrecovered Sample
I
Groundwater not encountered
_
-
Standard Penetration Tent Sample
35
40
Note: The stratification lints reprnsant the approximate
.
boundaries between the yell types; the transition may be
.
gradual.
45
SU
Madison Chib-The Hideawny
NEC Avenue 54 & Madison Street, La Quints
Date: 12/2112004 Boring No.15 Job Number: 5444910
It
v
0
v
U
Ueseri tion
r°
Remarks
Native Soil
5
3/2/2
Sand: Fine Grained
SP
3
10
rey in color
10
2/2/3
Silty Sand: Fine Grained
SM
8
13
Grey in color
15
3/5/7
Silty Sand: Fine Grainai
SM
3
15
Brown in color
20
6/7n
Silty Sand; Fine Grained and Clay Layer •-3"
SM
6
16
BTOWII in color
25
3/3/4
Clay Layer -7" and Clayey Silt Layer ^4"
Brown in color
30
California Split -spoon Sample
Total Depth =-26'
I
Badrock not encountered
-
Unrmorvered Sample
I
Groundwater not encountered
_
-
Standard Penetration Tcst Sample
35
40
Note: The stratification lines ro mwmt the approximate
-
bolindaricu between the soil types; the transition may he
_
gradual,
45
50
5ladden Envineerina
M€►discin Club -Tice Hideaway
NEC Avenue 54 & Madison Street, La Quints
Date:
12121l2004
Borilig No.16
Jab Number:
$444810
a
�
G
U
pq Description
V]
_
o
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: Fine Graiacd
SP
110
2
7
rcy in color
15
7/11112 Snnd: FincGrained
SP
109
2
6
Grey in color
20
7/13/20 Sandy Silt and Silty Sand: Fine Grained
ML
99
7
60
rrey in color
25
30
Califamin Split -spoon Sampla
Total Dcpth —21'
`
odrock not a ncountcrcd
_
Unrecovered Sample
rotindwhim not cne;ountkTOj
_
Standard Penetration Test Sample
'35
40
Now The stratification lincs rcprescnt the up. pn)zimate
_
boundarics bctwoun the soil types; the transition may be
gradual.
45
50
Madison Club -The. Hideaway
T
NEC Avenue 54 & Madison Street, La
2uinta
Date:
12/21/2004 Bming No.17
Job Number:
544-4810
o
c5
�
C
I U M
Denri tion 0
a
Rs rrwrk5
0
Native Soil
5
6110116
Clayey Silt ML
109
1
76
Grey in color
10
12/14/22
Clayey Silt ML
108
8
71
Grey in color
15
619/12
Silty Sand: Fine Grained SM
107
2
16
Grey in color
-
Calironlia Split -spoon Sample
Tow Depth —16,
`
Bedrock not encounterW
20
Unrecovered Sample
Groundwater not encountered
-
Standard Fenotnatipn Test Sample
25
-
Note: The stratification lines represent the approximate
-
bc}undarieS between the soil types; the transition may be
gradual.
30
35
40
45
SU
Sladden Enn_innn ino
Madison Club -The Hideaway
NEC Avenue 54 & Madison Streett
Ira
Quinta
Date:
1212112OM Boring No. 18
Job Number:
5�4 4810
w
o
o
Sk
'
Dori tion
ri
:
cmarks
Nativc Soil
0
5
6/8115 Silty Sand: Finc Grained
SM
103
1
17
rey in color
10 i`'"
12/14/19 Sunni: Fine Grained
$P
i 12
U
7
rownish Grey in color
15
9/10113 Sand: Rine Grained
SF
104
i
5
rownish Gray in color
r
otal_ Depth 16'
California Split -spoon Sample
Ce40tc npt ancounteaxxl
Wr
'
�
Groundwatca not cncountcmW
20
Untocovcrod Sample
_
Standard Penetration Test Samplc
25
_
Note: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.
30
35
40
45
sn
Madison C[uh-The Hideaway
NEC Avenue 54 & Madison Street La Quinta
Date: 12/21/2004 Boring No. 19 Job Number: 544-4810
E
-q
ao
Desori tion
Remarks
0
Native Soil
5
10/14/18
Silty Sand: fine Grained SM
103
l
14
Grey in color
10
4/7/9
Sand: Fine Grained SP
104
2
10
i5ruyincolor
15
517/10
Silty Sand: Fine Grained SM
111
4
18
Grey in color
20
_%%11,
;
Gny in color
7111 /20
Sand- Fine Graincd SIR
109
4
8
25
30
California Split -spoon Sampic
Cora! Depth —21'
IBedrock
not cneountered
-
Unrecovcrad Sample
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Notc: Tho stratification lines rcprescnt the approximate
-
boundaries between the soil types: the transition may be
_
gradual.
45
50
lndden RnvInP.P.rinO
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quintu
Date:
12/21/2004
Boring No. 70
Job Number.
544-4810
8
a
�
�
O
1L
V 4
Description
vai
Ln
r4
1'•1
c
C[13nIit.S
Native Soil
5
8/9112
Sand: Fine Grainal
SP
113
1
$
rey in color
10
9/13/14
Sand; Fine Grained
SP
109
5
-
Grey in color
5
6/9/13
Sand: Fine Grained
SP
109
1
$
Grey in color
20
8/14/27
Surd: Finc Grained5P
112
4
10
rvy in color
25
30
California
Split -sin Sample
Total Depth —21'
IBedrock
not encountered
-
Unrccovcred Sample
romdwater not encountered
Standard Penetration Test Sample
35
40
NuLe: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
gradual,
45
50
I Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Ouluta
jDate: 12/23/2004 Boring No. 21 JA Number: 544-48i[i
q
to C 7
DesEt tion
M
to
��
�
o
Retntttks
0
ativc Soil
5 5110/21
Sand: FincGrainvd
SP
1
9
Orcy in color
10
8/10/10
Sand: Finc Graincd
SP
5
10
Grey in color
15
3/418
Silty Clay and Clay Layer-3"
ML
11
75
:Brownish Grcy in color
20
3/6/1 1
Silt and Clay: Thin Interbedded Leases
CL
10
95
l3rowniob GTey in color
25
30
C6lititrnia Split-spwn Sample
Total Depth —21'
1
Bedrock not encountered
-
Unrecovered Sampic
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification lines represent the approximate
boundaries between the soil types: the transition tnay he
_
gradue�l.
45
50
glnddrn Fnainnennv
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quint>a
Dade:
12/Z3I2004 Boring No. 22
Job Number,
544-4810
�
o
N
Description
v°,
Remarks
atine Soil
0
5
4/4/1 fl Ciao, and Sandy Silt Layer •-6"
ML
7
57
arownish Grey in color
10
5l$/i 1 Silty Clay and Silty Sand. Fine Grained Layer-2"
CL
13
$6
Grcy in color
15
6/9/14 Silty Sand: Finc Grained and Silty Clay Layer —7"
SM
1 B
---
rey in color
20 :
5/$/1 I Sand: Fine Grained
Sp
i
14
rawnislt Grey in color
25
3/7/l0 Clayey Silt
ML
IL
3
$I
r[Fwnish Grey in color
30
Gaiifomia Splitrspoon Sample
l Dcpth =�-25.5'
{
rock not encountered
_
jJ�rpeeyl Sampleundwater
I
not encountered
[,d
Standard Penetration Test Sample
35
40
Notc; The stratification lines represent the approximate,
boundaries between the soil types; the transition may be
grad Mkl.
45
50
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/23/2004 Boring No.23 Job Narnher: 5444810
O
v,
Description
m
41
o
Remarks
0
Grass Pasture
5
:=
4/6/8
Sand: Pine Grained
SP
I
10
{Grey in color
10
=
3/5111
Sand' Fine Grained
SP
7
10
3rcy in color
13
3/6/8
ClayeySilt and Sandy Silt Layer -7"
ML
8
68
Brownish Grcy in color
20
3/3/5
Clay and Sandy Silty Layer - b"
ML
20
71
Brownish Grey in color
25
30
California Split -spoon Sample
total Depth —20.5'
-
I
Bedrock not encountered
-
Unrecovered Sample
I
Groundwater not encountered
_
-
Standard penetration Test Sample
35
40
Note;: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.
45
50
Sladden Eneineerina
Madison Club -The IIideaway
NEC Avenue 54 & Madison Street, La Quitlta
Date:
12/23/2004 BoringNo. 24
Job Number;
$44-4810
o
�
j Description
rn
Remarks
t pp
native Soil
0
5
5/20/20 Clayey Silt
ML
i
---
Light Grey
10 : ':;
6/7/10 Sand: Fine G�uned
5P
2
9
rcy in color
5/6/10 Silty Sand: Finc Grained
SM
2
12
rey in color
]20
5/718 Silty Sand: finc Graincd
SM
1
12
rey in color
25
30
Cali€bmia Split -spoon Sample
Total Depth —20.5'
IB
cdmck not cticountcrod
-
-
Unr=vcrcd Sample
i
rOun4wutcr not encountered
_
Standard Penctration Test Sample
35
40
Note: The stratification lines rcprescnt the appmximatc
boundaries between die Soil types; the transition may be
gradual.
45
50
Sladden Engineering
G
U
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, Ea Uinta
Bering Na. 26 Jab Number:
a
+w3 e
4 l g 1I
316110 Silty Clay Lays' -�6" and Sand: Fine Granted ML I 81 Irrey
in color
5/6/8 Sand: Fine Grained
SP E; 10 ref' in cnlar
314/6 Sand: Fine Grained Layvr —3" and Clayey Silt
SP g ... Grey in color
oLd Depth5.5'
California Split -spoon Sample edrock not cncountercd
Iruundwater not encountered
Unrecovered Sample
I
Standartt penetration Test Sample
Note: The stratification lines represent the approximate
boundwies between the soil types; the transition may be
gr4dual.
crgAAt F„nii teerin2
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Uinta
Date: 12/23/2004 BorinK No. 27 Job Number: 544-4810
O
rr� 4
Description
s
Rem&
0
Nativc Soil
5 6/7/9
Sand: Finc Grained
SP
4
9
Grey in color
10
3/4/5
Claycy Silt
ML
2
84
5rownish Grey in color
15
4/5/5
Sandy Silt and Clayey Silt —3"
ML
12
71
Brownish Grey in color
20 5/5/8
Sand: Fine to Medium Grained
SP
6
10
Bmwn in color
25
30 California Split -spoon Sample
Total Depth =-•20.5'
Bedrock not encountered
- Unrecovurod Sample
I
Groundwater not encountered
- Standard Penetration Test Sample
35
40 Notc: The stratification lutes rcprcacnt the approximate
- boundaries between the soil types; the transition may be
gradual,
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & MidIson Street La Quin
Boring No. ZS Job Number;
o �
soil
4n1q (Sandy Silt I ML 11 1 3 I bi J1 rey in color
3/3/6 4Clay Laycr —7" and Sandy Silt f ML 11 I 10 I 74 110 y in color
2/2/3 tlay CL 12 I- 90 Irrownish Grey in color
Otal Depth —15'5'
i forniu Split -spoon i Sample
edrock not encountered
veCed Sample roundwater not encountered
ndard Pcnctration Tcst Semple 1 11 1 ` 11
Note: The stratification lines rVresett the approximate
braundtui,% between the soil types; the transition may be
gradual.
Madison Club -Ile Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12J2312004 Boring No. 29 Job Number: S44-4810
v
V)
U
w
Description
v°,
!Rcmarlw
0
Native Soil
5
619114
Silty Send: Finc Graintxl
SM
1
17
QM in color
6/7/8
Sand: Fine Grainpti
SP
2
11
Grey in color
15
3/4/7
Sand: Fine Grained
SP
4
10
Gny in wylor
=
California Split -spoon Sample
Total Dcpth =—I5.51
Bedrock not encountered
20
Unrvmvomd Sunplc
GToundwater not uncountered
S[andard Penetration Test Sample
25
-
Note: The stratification lines represent the approximatc
-
boundaries between the soil ty; the transition may be
-
gradual.
30
35
40
45
su
Sladden Env_inrrnnv
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 TESTING
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 $hear 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 Fxpansion 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; 17611
relatively undisturbed samples were selected for consolidation testing. For this testing
one -inch thick test specim s are subjected to vertical loads varying from 575 psf to 11520 psf applied progressively,
The consolidation at each vad 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 1,997 UBC Seismic Design Criteria
January 28, 2005 -15- 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.
Approximate Distance
Fault Type
Fault Zone
From Site
(1997 UBC)
San Andreas
8.9 km
A
San Jacinto
30.9 km
A
Based on our field observations and understanding of local geologic conditions, the soil profile type
judged applicable to this site is So, generally described as stiff or dense soil. The site is located within
L113C Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic
mitigation for new construction upon adoption of the 1997 code.
Near -Source
Near -Source
Seismic
Seismic
Seismic
Acceleration
Velocity
Coefficient
Coefficient
Source
Factor, N.
Factor, NK
Ca
C"
San Andreas
1.04
1.29
0.44Na
0.64N�
San Jacinto
1.0
1.0
0.44N,
0.64N
Sladden .Engineering
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd16x
GENERAL INFORMATION
i01
Project Name
Wallace Residence
02
Calculation Description
Title 24 Analysis
03
Project Location
81-303 Columbus Way Madison Club
04
City
La Quinta
06
Zip Code
92253
08
Climate Zone
CZ15 t/
10
Building Type
Single Family
12
Project Scope
Newly Constructed
14
Total Cond. Floor Area (ftZ)
10517
16
Slab Area (ftZ)
8817 Y
18
Addition Cond. Floor Area(ftZ)
n/a
20
Addition Slab Area (ftZ)
n/a
CF1 R-PRF-01
Page 1 of 19
05 Standards Version Compliance 2017
07 Compliance Manager Version BEMCmpMgr 2016.3.0 (1016 SP2)
09 Software Version EnergyPro 7.2
E13
Front Orientation (deg/Cardinal) 0
Number of Dwelling Units 1
15 Number of Zones 9
17 Number of Stories 2
19 Natural Gas Available Yes
21 Glazing Percentage (%) 33.8%
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
ENERGY USE SUMMARY
04
Energy Use (kTDV/ftZ-yr)
Space Heating
Space Cooling
IAQ Ventilation
Water Heating
Photovoltaic Offset
Compliance Energy Total
05
Standard Design
3.83
82.16
0.69
1.56
06
Proposed Design
4.02
81.73
0.69
1.49
0.00
87.93
07
Compliance Margin
-0.19
0.43
0.00
0.07
0.00
0.31
08
Percent Improvement
-5.0%
10.5%
0.0%
4.5%
0 4%
REVIEWED ODE FOR RECEIVED
COMPLIANCE JUL 13 Z018
DATE 9 Y
Registration Number: CITY OF LA QUINTAe
g 218-P010198193A-000-000-0000000-0o00 Registration Date/Time: 201 SCOMMUP.M. DEVELOPMENT
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2
0
HERS Provider: CaICERTS inc
Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd 1 6x
ENERGY DESIGN RATING
Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system wher
Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with
the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out"its
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Window overhangs and/or fins
• Non-standard duct location (any location other than attic)
CF1 R-PRF-01
Page 2 of 19
HERS FEATURE SUMMARY
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below -
Building -level Verifications:
• High quality insulation installation (QII)
• Building Envelope Air Leakage
• IAQ mechanical ventilation
• High R-value Spray Foam Insulation
Cooling System Verifications:
• Minimum Airflow
• Verified EER
• Verified SEER
• Verified Refrigerant Charge
• Fan Efficacy Watts/CFM
HVAC Distribution System Verifications:
• Duct Sealing
• Verified low -leakage ducts in conditioned space must meet maximum 25 cfm leakage to outside (RA3.1.4.3.8)
Domestic Hot Water System Verifications:
• Pipe Insulation, All Lines
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018 Page 3 of 19
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd 1 6x
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)
Number of Dwelling Number of Ventilation Number of Water
Units Number of Bedrons Number of Zones Cooling Systems Heating Systems
Wallace Residence 10517 1 6 9 I 0 1
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration DateMme: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence
CF1 R-PRF-01
Calculation
Date/Time: 13:58, Wed, Jul
11, 2018
Page 4 of 19
Calculation, Description: Title 24 Analysis
Input
File Name:
Wallace
Residence. ribd16x
OPAQUE SURFACES
01
02
03
04
05
06
07
08
Name
Zone
Construction
Azimuth
Orientation
Gross Area (ft2)
Window &Door Area (ft2) Tilt (deg)
South Exterior Wall
Zone 1
R-24 Wall1
180
Back
512
East Exterior Wall
Zone 1
R-24 Wall1
90
226.5
90
West Exterior Wall
Zone 1
R-24 Wall1
270
Left
656
102
90
North Interior Surface
Zone 1 —Zone 5
R-24 Wall
Right
320
0
90
West Interior Surface
Zone 1 —Zone 2
R-24 Wall
n/a
n/a
216
0
n/a
of 3
Zone 1
R-38 Roof Attic Plus
n/a
n/a
n/a
n/a
132
1228
0
n/a
terior Wall
Zone 2
R-24 Wall1
0
Front
n/a
n/a
PNorth
erior Wall 2
Zone 2
R-24 Wall1
494
194.02290
rior Wall 2
Zone 2
180
Back
737
437.03390
R-24 Wall1
270
Right
320
20
90
or Surface 2
Zone 2»Zone 4
R-24 Wall
n/a
or Surface
Zone 2»Zone 1
R-24 Wall
n/a
n/a
I
1400
n/a
West Interior Surface 2
Zone 2»Zone 5
R-24 Wall
n/a
120
0
n/a
n/a
n/a
312
0
n/a
Roof 4
Zone 2
R-38 Roof Attic Plus
n/a
n/a
1298
North Exterior Wall 2
Zone 3
R-24 Wall1
0
Front
n/a
n/a
East Exterior Wall 2
Zone 3
R-24 Wall1
90
Left
308
77
90
West Exterior Wall 3
Zone 3
R-24 Wall1
270
596
36.0006
90
South Interior Surface
Zone 3»Zone 1
R-24 Wall
Right
452
189
90
West Interior Surface 3
Zone 3»Zone 2
R-24 Wall
n/a
n/a
252
0
n/a
North Interior Surface 3
Zone 3»Zone 9
R-24 Wall
n/a
n/a
84
0
n/a
North Exterior Wall 3
Zone 4
R-24 Wall1
n/a
0
n/a
492
0
n/a
East Exterior Wall 3
Zone 4
R-24 Wall1
90 90
Front
356
76
90
North Interior Surface 4
Zone 4»Zone 6
R-24 Wall
Left
656
275.994
90
South Interior Surface 2
Zone 4»Zone 2
R-24 Wall
n/a
96
96
0
n/a
West Interior Surface 4
Zone 4»Zone 6
R-24 Wa!I
n/a
n/a
16
0
1n/a
n/a
n/a
552
0
n/a
Roof 5
Zone 4
R-38 Roof Attic Plus
n/a
n/a
1025.98
n/a
n/a
North Exterior Wall 4
Zone 5
R-24 Wall1
0
Front
114
South Exterior Wall 3
Zone 5
R-24 Wall1
180
Back
584
6
90
East Exterior Wall 4
Zone 5
R-24 Wall1
90
Left
162
90
West Exterior Wall 4
Zone 5
R-24 Wall1
270
Right
512
910
0
90
North Interior Surface 5
Zone 5»Zone 6
R-24 Wall
113.01
90
n/a I
n/a
312
0
n/a
Registration Number: 218-P010198193A-000-000-0000000-0000
Registration Date/Time:
CA Building Energy Efficiency Standards -
2016 Residential Compliance
Report Version - CF1 R-06212018-1016
2018-07-11 14:09:57
SP2
HERS Provider:
CaIinc.
Report Generated at: 2018-07-11 14:01:21
1:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd 1 6x
CF1R-PRF-01
Page 5 of 19
East Interior Surface 2
Roof 6
North Exterior Wall 5
South Exterior Wall 4
East Exterior Wall 5 �EEHZone
West Exterior Wall 5
South Interior Surface 3
Roof 7
North Exterior Wall 6
South Exterior Wall 5
Ea�ExteriorWall
W
South Interior Surface 4
Roof 8
Interior Surface
South Exterior Wall 6
East Exterior Wall 7
West Exterior Wall 7
North Exterior Wall 7
North Interior Surface 6
Roof 9
Interior Surface 2
North Exterior Wall 8
East Exterior Wall 8
West Exterior Wall 8
South Interior Surface 5
Roof 10
Zone 5»Zone 2
Zone 5
Zone 6
Zone 6
6
Zone 6
Zone 6»Zone 5
Zone 6
Zone 7
Zone 7
Zone 7
Zone 7
Zone 7»Zone 8
Zone 7
Zone 7»Zone 3
Zone 8
Zone 8
Zone 8
Zone 8
Zone 8»Zone 7
Zone 8
Zone 8»Zone 3
Zone 9
Zone 9
Zone 9
Zone 9»Zone 3
Zone 9
R-24 Wall
R-38 Roof Attic Plus
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall
R-38 Roof Attic Plus
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall
R-38 Roof Attic Plus
R-30 Floor No Crawlspace
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall1
R-24 Wall
R-38 Roof Attic Plus
R-30 Floor No Crawlspace
R-24 Wall1
R-24 Wall1
R-24 Walli
R-24 Wall
R-38 Roof Attic Plus
n/a
n/a
0
180
90
270
n/a
n/a
0
180
90
270
n/a
n/a
n/a
180
90
0
0
n/a
n/a
n/a
0
90
270
n/a
n/a
n/a
n/a
Front
Back
Left
Right
n/a
n/a
Front
Back
Left
Right
I n/a
n/a
n/a
Back
Left
Front
Front
n/a
n/a
n/a
Front
Left
Right
n/a
n/a
312
1339.98
692
440
796
1016
192
1324
560
40
572
704
324
900
900
768
644
560
370
324
800
800
548
740
740
288
1259
0
n/a
141
72
68
220
0
n/a
189
0
74.7
204
0
n/a
n/a
96
225
8
49
0
n/a
n/a
14
240
13
0
n/a
n/a
n/a
90
90
90
90
n/a
n/a
90
90
90
90
n/a
n/a
n/a
90
90
90
90
n/a
n/a
n/a
90
90
90
n/a
n/a
Registration Number: 218-P010198193A-000-000-0000000-000o Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd 1 6x
OPAQUE SURFACES - Cathedral Ceilings
01
02
Name
Zone
Roof
Zone 4
Roof 2
1 Zone 5
ATTIC
03
04
05
06
07
Skylight Area
Roof Ri!
Type
Orientation
Area (ftZ)
(ft2)
(x in 1:
R-38 Roof Attic Plus1
Front
5.12
5.02
0.2
R-38 Roof Attic Plus1
Front
23.12
23.02
02
C F 1 R-P RF-01
Page 6 of 19
08
09
10
e
Roof
Reflectance
Roof
Emittance
Cool Roof
0.1
0.85
No
0.1
0.85
No
01
02
03
04
05
06
Name
Construction
Type
Roof Rise
Roof Reflectance
Roof Emittance
Attic Zone 1
Attic RoofZone 1
Unventilated
0.2
0.1
0.85
Attic Zone 2
Attic RoofZone 2
Unventilated
0.2
0.1
0.85
Attic Zone 4
Attic RoofZone 4
Unventilated
0.2
0.1
0.85
Attic Zone 5
Attic RoofZone 5
Unventilated
0.2
0.1
0.85
Attic Zone 6
Attic RoofZone 6
Unventilated
0.2
0.1
0.85
Attic Zone 7
Attic RoofZone 7
Unventilated
02
0.1 1
0.85
Attic Zone 8
Attic RoofZone 8
Unventilated
0.2
0.1
0.85
Attic Zone 9
Attic RoofZone 9
Unventilated '
0.2
0.1
0.85
07 08
Radiant Barrier
Cool Roof
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration DateRme: 2018-07-11 14:09:57 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis
Input File Name: Wallace Residence. ribd16x
CF1 R-PRF-01
Page 7 of 19
FENESTRATION / GLAZING
01
02
03 +
04
05
06
07
08
09
10
Height
Area
Name
Type
Surface (Orientation -Azimuth)
Width (ft)
(ft)
Multiplier
(ft2)
U-factor
SHGC
Exterior Shading
Window J1
Window
South Exterior Wall (Back-180)
-
1
180.0
0.32
0.31
Insect Screen (default)
Window 25
Window
South Exterior Wall (Back-180)
--
1
46.5
0.30
0.24
Insect Screen (default)
Window K1
Window
East Exterior Wall (Left-90)
---
-
1
24.0
0.42
0.17
Insect Screen (default)
Window 26
Window
East Exterior Wall (Left-90)
6.5
12.0
1
78.0
0.30
0.24
Insect Screen (default)
Window Al
Window
North Exterior Wall (Front-0)
7.0
12.0
1
84.0
0.70
0.70
Insect Screen (default)
Window 01
Window
North Exterior Wall (Front-0)
5.9
12.0
1.003
71.0
0.30
0.24
Insect Screen (default)
Window 02
Window
North Exterior Wall (Front-0)
12.9
3.0
1.008
39.0
0.30
0.24
Insect Screen (default)
Window 11
Window
South Exterior Wall 2 (Back-180)
22.0
12.0
1
264.0
0.30
0.24
Insect Screen (default)
Window 22
Window
South Exterior Wall 2 (Back-180)
22.0
2.0
1�01
0.24
Insect Screen (default)
Window 23
Window
South Exterior Wall 2 (Back-180)
11.2
9.2
1.029
0.20
Insect Screen (default)
Window 24
Window
South Exterior Wall 2 (Back-180)
11.2
2.0
1.027
23.0
0.30
0.24
Insect Screen (default)
Window 51
Window
West Exterior Wall 2 (Right-270)
--
1
20.0
0.30
0.24
Insect Screen (default)
Window 30
Window
North Exterior Wall 2 (Front-0)
--
-
1
77.0
0.30
0.24
Insect Screen (default)
Window M1
Window
East Exterior Wall 2 (Left-90)
--
-
1
24.0
0.42
0.17
Insect Screen (default)
Window 27
Window
East Exterior Wall 2 (Left-90)
5.9
2.0
1.017
12.0
0.30
0.24
Insect Screen (default)
Window 31
Window
West Exterior Wall 3 (Right-270)
--
-.--
1
189.0
0.30
0.24
Insect Screen (default)
Window B2
Window I
North Exterior Wall 3 (Front-0)
7.6
10.0
1
76.0
0.32
0.31
Insect Screen (default)
Window B1
Window
East Exterior Wall 3 (Left-90)
7.1
10.0
1.014
72.0
0.32
0.31
Insect Screen (default)
Window 03
Window
East Exterior Wall 3 (Left-90)
----
---
1
204.0
0.30
0.24
Insect Screen (default)
Skylight SO4
Skylight
Roof (Front-0)
1
2.5
0.30
0.30
Skylight S05
Skylight
Roof (Front-0)
1
2.5
0.30
0.30
Window 15
Window
North Exterior Wall 4 (Front-0)
---
--
1
6.0
0.30
0.24
Insect Screen (default)
Window H1
Window
South Exterior Wall 3 (Back-180)
10.0
10.0
1
100.0
0.32
0.31
Insect Screen (default)
Window 19
Window
South Exterior Wall 3 (Back-180)
2.6
10.0
1
26.0
0.30
0.24
Insect Screen (default)
Window 21
Window
South Exterior Wall 3 (Back-180)
3.0
10.0
1
30.0
0.30
0.24
Insect Screen (default)
Window 17
Window
South Exterior Wall 3 (Back-180)
- -
- -
1
6.0
0.30
0.24
Insect Screen (default)
Window 14
Window
West Exterior Wall 4 (Right-270)
1.5
6.0
1
9.0
0.30
0.24
Insect Screen (default)
Window 16
Window
West Exterior Wall 4 (Right-270)
11.0
4.1
0.998
45.0
0.30
0.24
Insect Screen (default)
Window 18
Window
West Exterior Wall 4 (Right-270)
1.5
6.0
1
9.0
0.30
0.24
Insect Screen (default)
Registration Number: 218-Po10198193A-000-000-0000000-0000
Registration DatelTime:
2018-07-11 14:09:57
HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards
- 2016 Residential Compliance
Report Version - CF1 R-06212018-1016 SP2
Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence
CF1 R-PRF-01
Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Page 8 of 19
Calculation Description: Title 24 Analysis
Input File Name: Wallace Residence. ribd16x
Window 20
Window
West Exterior Wall 4 (Right-270)
3.0 10 0 1
30.0
0.30
Window 51 2
Window
West Exterior Wall 4 (Right-270)
0.24
Insect Screen (default)
Skylight S02
Skylight
Roof 2 (Front-0)
- 1
20.0
0.30
0 24
Insect Screen (default)
Skylight S01
Skylight
Roof 2 (Front-0)
1
2.5
0.30
0.30
Skylight S03
Skylight
Roof 2 (Front-0)
1
18.0
0.32
0.39
Window 04
Window
North Exterior Wall 5 (Front-0)
1
2.5
0.30
0.30
Window 06
Window
North Exterior Wall 5 (Front-0)
-- -- 1
6.5
28.0
0.30
0.24
Insect Screen (default)
Window 07
Window
North Exterior Wall 5 (Front-0)
10.0 1
---
65.0
0.30
0.24
Insect Screen (default)
Window 09
Window
North Exterior Wail 5 (Front-0)
--- 1
--
9.0
0.30
0.24
Insect Screen (default)
Window 10
Window
North Exterior Wall 5 (Front-0)
- 1
-
27.0
0.30
0.24
Insect Screen (default)
Window C1
Window
South Exterior Wall 4 (Back-180)
1
-
12.0
0.30
0.24
Insect Screen (default)
Window 05
Window
East Exterior Wall 5 (Left-90)
- 1
-
72.0
0.35
0.22
Insect Screen (default)
Window 08
Window
West Exterior Wail 5 (Right-270)
- - 1
--
68.0
0.30
0.24
Insect Screen (default)
Window 11
Window
West Exterior Wall 5 (Right-270)
- 1
6.0
0.30
024
Insect Screen (default)
Window 12
Window
West Exterior Wall 5 (Right-270)
-- 1
13.0
0.30
0.24
Insect Screen (default)
Window 13
Window
West Exterior Wall 5 (Right-270)
-- 1
--
45.0
0.30
0.24
Insect Screen (default)
Window E1
Window
West Exterior Wall 5 (Right-270)
-- 1
8.0
12.0
0.30
0.24
Insect Screen (default)
Window F1
Window
West Exterior Wall 5 (Right-270)
9.0 1
----
72.0
0.35
0.22
Insect Screen (default)
Window 43
Window
North Exterior Wall 6 (Front-0)
-- 1
4.0
72.0
0.35
0.22
Insect Screen (default)
Window 44
Window
North Exterior Wall 6 (Front-0)
10.0 1
4.0
40.0
0.30
0.24
Insect Screen (default)
Window 46
Window
North Exterior Wall 6 (Front-0)
10.0 1
3.0
40.0
0.30
0.24
Insect Screen (default)
Window 47
Window
North Exterior Wall 6 (Front-0)
10.0 1
3.0
30.0
0.30
0.24
Insect Screen (default)
Window P1
Window
North Exterior Wall 6 (Front-0)
10.0 1
5.0
30.0
0.30
0.24
Insect Screen (default)
Window 40
Window
East Exterior Wall 6 (Left-90)
9.8 1
----
49.0
0.42
0.17
Insect Screen (default)
Window 41
Window
East Exterior Wall 6 (Left-90)
-- 1
-
22.0
0.30
0.24
Insect Screen (default)
Window 42
Window
East Exterior Wall 6 (Left-90)
- 1
-
12.7
0.30
0.24
Insect Screen (default)
Window 45
Window
West Exterior Wall 6 (Right-270)
-- 1
3.5
40.0
0.30
0.24
Insect Screen (default)
Window 48
Window
West Exterior Wall 6 (Right-270)
10.0 1
---
35.0
0.30
0.24
Insect Screen (default)
Window 49
Window
West Exterior Wall 6 (Right-270)
----- 1
--
33.0
0.30
0.24
Insect Screen (default)
Window 50
Window
West Exterior Wall 6 (Right-270)
- 1
29.0
0.30
0.24
Insect Screen (default)
Window R1
Window
West Exterior Wall 6 (Right-270)
- - 1
35.0
0.30
0.24
Insect Screen (default)
Window 32
Window
South Exterior Wall 6 (Back-180)
- 1
72.0
0.35
0.22
Insect Screen (default)
Window 33
Window
South Exterior Wall 6 (Back-180)
-- 1
52.0
0.30
0.24
Insect Screen (default)
1
24.0
0.30
0.24
Insect Screen (default)
Registration Number: 218-P010198193A-000-000-0000000-0000
Registration Date/Time:
CA Building Energy Efficiency Standards
2018-07-11 14:09:57
- 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2
HERS Provider:
CaICERTS inc
Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1R-PRF-01
Project Name: Wallace Residence
Calculation Date/Time: 13:58, Wed,
Jul 11, 2018
Page 9 of 19
Calculation Description: Title 24 Analysis
Input File Name: Wallace Residence. ribd 1 6x
Window 35
Window
South Exterior Wall 6 (Back-180)
--
1
8.0
0.30
0.24
Insect Screen (default)
Window 36
Window
South Exterior Wall 6 (Back-180)
--
- 1
12.0
0.30
0.24
Insect Screen (default)
Window 37
Window
East Exterior Wall 7 (Left-90)
1
39.0
0.30
0.24
Insect Screen (default)
Window 38
Window
East Exterior Wall 7 (Left-90)
' 5.8
10.0 1
58.0
0.30
0.24
Insect Screen (default)
Window 39
Window
East Exterior Wall 7 (Left-90)
48
10.0 1
48.0
0.30
0.24
Insect Screen (default)
Window P3
Window
East Exterior Wall 7 (Left-90)
---
--- 1
80.0
0.35
0.22
Insect Screen (default)
Window 34
Window
West Exterior Wall 7 (Front-0)
4.0
' 2.0 ! 1
8.0
0.30
0.24
Insect Screen (default)
Window Q1
Window
North Exterior Wall 7 (Front-0)
5 0
9.8 1
49.0
0.42
0.17 1
Insect Screen (default)
Window 28
Window
North Exterior Wall 8 (Front-0)
----
---- 1
14.0
0.30
0.24
Insect Screen (default)
Window N2
Window
East Exterior Wall 8 (Left-90)
-•--
- 1
80.0
0.59
0.57
Insect Screen (default)
Window N3
Window
East Exterior Wall 8 (Left-90)
--
1
80.0
0.59
0.57
Insect Screen (default)
Window N4
Window
East Exterior Wall 8 (Left-90)
--
- 1
80.0
0.59
0.57
Insect Screen (default)
Window 29
Window
West Exterior Wall 8 (Right-270)
--
1
13.0 1
0.30
0.24
Insect Screen (default)
Registration Number: 218-P010198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE
- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence
CF1 R-PRF-01
Calculation Date/Time: 13:58, Wed, Jul 11,
2018
Calculation Description: Title 24 Analysis
Page
10 of 19
Input File Name: Wallace
Residence.ribdl6x
OVERHANGS AND FINS
01
04
05
06
07
08
09
10
11
12
13
14
Overhang
Left Fin
Right Fin
Window
Left
Extent
Right
Extent
Flap Ht.
Depth
Top Up
Dist L
Bot Up
Depth
Top Up
Dist R
Bot
Window 26
4
4
0
Up
Window Al
$40.1
4
4
0
0
0
0
0
0
0
0
Window 01
4
4
0
0
0
0
0
00
0
0
02
4
4
0
0
0
0Window
11
4
4
0Window
22
4
4
0
0
0Window
Window 23
12
0.1
4
4
0
0
0
0
p
0
0
0
0
Window 24
12
0.1
4
4
0
0
0
0
0
0
0
0
0
Window 27
8
0.1
8
8
0
0
0
0
0
0
0
0
0
Window B2
2
0.1
2
2
0
0
0
0
0
0
0
0
0
Window B1
2
01
2
2
0
0
0
0
0
0
0
0
0
Window H1
4
0.1
4
4
0
0
0
0
0
0
0
0
0
Window 19
10
0.1
10
10
0
0
0
0
0
0
0
0
0
0
Window 21
4
0.1
4
4
0
-0
0
-0
0
0
0
0
0
0
Window 14
4
0.1
4
4
0
0
0
0
0
0
0
Window 16
2
0.1
2
2
0
0
0
0
0
0
0
0
0
Window 18
2
0.1
2 1
2
0
0
0
0
0
0
0
0
0
Window 20
10
0.1
10
10
0
0
0
0
0
0
0
0
0
0
Window 06
2
0.1
2
2
0
0
0
0
0
0
0
0
0
Window E1
8
0.1
8
8
0
0
0
0
0
0
0
0
Window 43
6
0.1
6
6
0
0
0
0
0
0
0
0
0
Window 44
12
0.1
4
4
0
0
0
0
0
0
0
0
0
Window 46
12
0.1
4
4
0
0
0
0
0
0
0
0
0
0
Window 47
12
0.1
4
4
0
0
0
0
0
0
0
0
0
Window P1
12
0.1
4
4
0
0
0
0
0
0
0
0
Window 45
12
0.1
4
4
0
0
0
0
0
0
0
0
0
0
Window 38
12
0.1
4
4
0
0
0
0
0
0
0
0
Window 39
12
0.1
4
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Registration Number: 218-Po10198193A-000-000-0000000-0000
Registration Date/Time:
CA Building Energy Efficiency Standards -
2016 Residential Compliance
Report
2018-07-11
Version - CF1R-06212018-1016 SP2
14:09:57
HERS
Provider:
CaICERTS inc.
Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence CF1 R-PRF-01
Calculation Date/Time: 13:58, Wed, Jul 11, 2018 Page 12 of 19
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd16x
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
Construction Name
Surface Type
Construction Type
FramingTotal
Cavity
R-value
Winter Design
U-factor
Assembly Layers
• Under Roof Joists: R-27.0 insul.
Attic RoofZone 1
Attic Roofs
Wood Framed Ceiling
2x4 Top Chord of Roof Truss 24
@
in. O.C.
R 40
0.025
• Cavity/Frame: R-13.0/2x4 Top Chrd
- :
Roof DeckWood Siding/sheathingrdecking
Roofing: Light Roof (Asphalt Shingle)
R-24 Wall
Interior Walls
Wood Framed Wall
2x6 @ 16 in. O.C.
R 24
0 060
• Inside Finish: Gypsum Board
Cavity/Frame: R-24/2x6
Other Side Finish: Gypsum Board
R-24 Wall1
R-38 Roof Attic Plus
Exterior Walls
Ceilings (below
attic)
Wood Framed Wall
Wood Framed Ceilin 9
2x6 @ 16 in. O.C.
2x4 @ 24 in. O.C.
R 24
none
0.065
0.481
• Inside Finish: Gypsum Board
Cavity/Frame: R-24/2x6
•Exterior Finish: 3 Coat Stucco
Inside Finish: Gypsum Board
Cavity/Frame: no insul. 12x4
• Under Roof Joists: R-27.0 insul.
Attic RoofZone 2
Attic Roofs
Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
R 40
0.025
• Cavity/Frame: R-13.012x4 Top Chrd
Roof Deck: Wood Siding/sheathingldecking
Roofing: Light Roof (Asphalt Shingle)
• Under Roof Joists: R-27.0 insul.
Attic RoofZone 4
Attic Roofs
Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
R 40
0.025
• CavitylFrame: R-13.012x4 Top Chrd
• Roof Deck: Wood Siding/sheathingldecking
• Roofing: Light Roof (Asphalt Shingle)
• Inside Finish: Gypsum Board
R-38 Roof Attic Plusi
Cathedral Ceilings
Wood Framed Ceiling
2x4 @ 24 in. O.C.
none
0.024
• Sheathing/ Insulation: R40 Sheathing
• Cavity I Frame: no insul./2x4
• Roof Deck: Wood Siding/sheathing/decking
•Roofing: Light Roof (Asphalt Shingle)
• Under Roof Joists: R-27.0 insul.
Attic RoofZone 5
Attic Roofs
Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
R 40
0.025
Cavity/Frame: R-13.0/2x4 Top Chrd
Roof Deck: Wood Siding/sheathingldecking
Roofing: Light Roof (Asphalt Shingle)
• Under Roof Joists: R-27. 0 insut
Attic RoofZone 6
Attic Roofs
Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
R 40
0.025
• Cavityl Frame: R-13.012x4 Top Chrd
Roof Deck: Wood Siding/sheathing/decking
Roofing: Light Roof (Asphalt Shingle)
• Under Roof Joists: R-27.0 insul.
Attic RoofZone 7
=RoofftsWoodamed
Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
R 40
0.025
• Cavity/Frame: R-13.0/2x4 Top Chrd
- Roof Deck: Wood Siding/sheathing/decking
Raofing: Light Roof (Asphalt Shingle)
Registration Number: 218-P010198193A-000-000-0000000-0000 Registration DateMme:
2018-07-11 14:09:57 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2
Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence.ribdl6x
R-30 Floor No Crawlspace I Interior Floors
Attic RoofZone 8 1 Attic Roofs
Attic RoofZone 9 Attic Roofs
SLAB FLOORS
01
Name
Slab -on -Grade
Slab -on -Grade 2
Slab -on -Grade 3
Slab -on -Grade 4
Slab -on -Grade 5
Slab -on -Grade 6
Slab -on -Grade 7
BUILDING ENVELOPE - HERS VERIFICATION
01
Quality Insulation Installation (QII)
Required
WATER HEATING SYSTEMS
01
Name
DHW Sys 1
CF1 R-PRF-01
Page 13 of 19
• Floor Surface: Carpeted
• Floor Deck: Wood Siding/sheathingldecking
• Cavity/Frame: R-38 in 11-1/4 in. fR-37}/
Wood Framed Floor
2x12 @ 16 in. O.C.
R 38 in 11-1/4
in. cavity (R-37)
0.028
2x12
Ceiling Below Finish: Gypsum Board
• Under Roof Joists: R-27.0 insul.
2x4 Top Chord of Roof Truss @ 24
• Cavity/Frame: R-13.0/2x4 Top Chrd
Wood Framed Ceiling
in. O.C.
R 40
Roof Deck.' Wood Sidinglsheathingldecking
0.025
Roofing: Light Roof (Asphalt Shingle)
• Under Roof Joists: R-27.0 insul.
2x4 Top Chord of Roof Truss @ 24
• Cavity/Frame: R-13.0/2x4 Top Chrd
Wood Framed Ceiling
in O.C.
R 40
Roof Deck: Wood Sidinglsheathingldecking
0.025
Roofing: Light Roof (Asphalt Shingle)
02
03
04
05
06 07
Zone
Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated
Zone 1
1228
90
None
1 No
Zone 2
1298
70
None
1 No
Zone 3
1314
110
None
1 No
Zone 4
1031
120
None
1 No
Zone 5
1363
140
None
1 No
Zone 6
1324
200
None
1 No
Zone 9
1259
140
None
1 No
02
03
04
Quality Installation of Spray Foam Insulation
Building Envelope Air Leakage
CFM50
Required
Required
2018.4
02
System Type
DHW
03
Distribution Type
(HERS req'd) Pipe Insulation, All
Lines
04
Water Heater
DHW Heater 1 (2)
05
06
Number of Heaters
Solar Fraction (%)
2
.0%
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribdI6x
WATER HEATERS
01 02 03
Heater
Element
Name Type Tank Type
DHW Heater 1 Gas Small Storage
WATER HEATING - HERS VERIFICATION
01 02
Name
DHWDHW S
SPACE CONDITIONING SYSTEMS
01
SC Sys Name
HVAC Systrem 11
HVAC System 22
HVAC System 33
HVAC System 44
HVAC System 55
HVAC System 66
HVAC System 77
HVAC System 88
HVAC System 99
CFI R-PRF-01
Page 14 of 19
04 05
06
07
08
09
10
11
Tank
Uniform Energy
Input Rating /
Pilot /
Tank
Standby
12
Number Volume
Units
Factor / Energy
Thermal
Insulation
R-value
Loss /
Recovery
First Hour
Rating
NEEA Heat Pump
Tank Location
of (gal)
Factor / Efficiency
Efficiency
(Int/Ext
Eff
/
Brand / Model /
or Ambient
2 55
0.97 EF
75,000 Btu/hr
R-0/R-0
Flow Rate
Other
Condition
n/a
n/a
n/a
n/a
Pipe Insulation
Pipe Insulation, All Lines
02
System Type
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Other Heating and Cooling
System
Heat Pump Heating and
Cooling System
03 04 � 05
Parallel Piping Compact Distribution Point -of Use
n/a n/a n/a
03
Heating Unit Name
Heating Component 1
Heating Component 2
Heating Component 3
Heating Component 4
Heating Component 5
Heating Component 6
Heating Component 7
Heating Component 8
Heat Pump System 9
04
Cooling Unit Name
Cooling Component 1
Cooling Component 2
Cooling Component 3
Cooling Component 4
Cooling Component 5
Cooling Component 6
Cooling Component 7
Cooling Component 8
Heat Pump System 9
06
+ 07
Recirculation
Central DHW
Control
Distribution
n/a I
n/a
05
06
Fan Name
Distribution Name
HVAC Fan 1
Air Distribution System 1
HVAC Fan 2
Air Distribution System 2
HVAC Fan 3
Air Distribution System 3
HVAC Fan 4
Air Distribution System 4
HVAC Fan 5
Air Distribution System 5
HVAC Fan 6
Air Distribution System 6
HVAC Fan 7
Air Distribution System 7
HVAC Fan 8
Air Distribution System 8
HVAC Fan 9
Air Distribution System 9
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP211 14:09:57 HERS Provider:
CaICEinc.
Report Generated at: 2018-07-11 14:01:21
21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd16x
HVAC - HEATING UNIT TYPES
01
Name
Heating Component 1
Heating Component 2
Heating Component 3
Heating Component 4
Heating Component 5
Heating Component 6
Heating Component 7
Heating Component 8
HVAC - HEAT PUMPS
01
Name
Heat Pump System 9
02
System Type
CntrlFurnace
CntrlFurnace
CntrlFurnace
CntrlFurnace
CntrlFurnace
CntrlFurnace
CntrlFurnace
CntrlFurnace
CF1 R-PRF-01
Page 15 of 19
03
04
Number of Units
Efficiency
1
78 AFUE
1
78 AFUE
1
78 AFUE
1
78 AFUE
1
78 AFUE
1
78 AFUE
1
78 AFUE
1
78 AFUE
02 03
System Number of
Type Units
SplitHeatPump i
04 05 06
Heating
07 08
Cooling
09
10
11
Zonally
Controlled
Compressor
Type
HERS
Verification
HSPF/COP
8.3
Cap 47
34800
Cap 17
27300
SEER
EER
19.3
12.3
Not Zonal
Multi -speed
Heat Pump System
9-hers-cool
Registration Number: 218-P010198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
A Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018 Page 16 of 19
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd16x
HVAC - COOLING UNIT TYPES
01
02
03
04 05
06
07
08
Efficiency
Name
System Type
Number of Units
EER SEER
Zonally Controlled
Compressor Type
HERS Verification
Cooling Component 1
SplitAirCond
1
13 22
Not Zonal
Multi -speed
Cooling Component
1-hers-cool
Cooling Component 2
SplitAirCond
1
13 20.5
Not Zonal
Multi -speed
Cooling Component
2-hers-cool
Cooling Component 3
SplitAirCond
1
13 205
:N,ott:Z=onalMulti-speed
Cooling Component
3-hers-cool
Cooling Component 4
SplitAirCond
1
13 21
Not Zonal
Multi -speed
Cooling Component
4-hers-cool
J
Cooling Component 5 !
j
SplitAirCond
1
13 20.5
Not Zonal I
Multi -speed
Cooling Component
5-hers-cool
Cooling Component 6
SplitAirCond
1
13 20.5
Zonally Controlled
Multi -speed
Cooling Component
6-hers-cool
Cooling Component 7
SplitAirCond
1
13 22
Not Zonal
Multi -speed
Cooling Component
7-hers-cool
Cooling Component 8
SplitAirCond
I
13 22
Not Zonal
Multi -speed
Cooling Component
8-hers-cool
HVAC COOLING - HERS VERIFICATION
01
02
03
04
05
06
Name
Verified Airflow
Airflow Target
Verified EER
Verified SEER
Verified Refrigerant
Charge
Cooling Component 1-hers-cool
Required
350
Required
Required
Required
Cooling Component 2-hers-cool
Required
350
Required
Required
Required
Cooling Component 3-hers-cool
Required
350
Required
Required
Required
Cooling Component 4-hers-cool
Required
350
Required
Required
Required
Cooling Component 5-hers-cool
Required
350
Required
Required
Required
Cooling Component 6-hers-cool
Required
350
Required
Required
Required
Cooling Component 7-hers-cool
Required
350
Required
Required
Required
Cooling Component 8-hers-cool
Required
350
Required
Required
Required
Heat Pump System 9-hers-cool
Required
350
Required
Required
Not Required
Registration Number: 218-PO10198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider: CaICERTS inc.
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd16x
HVAC - DISTRIBUTION SYSTEMS
01
Name
Air Distribution System 1
Air Distribution System 2
Air Distribution System 3
Air Distribution System 4
Air Distribution System 5
Air Distribution System 6
Air Distribution System 7
Air Distribution System 8
Air Distribution System 9
HVAC DISTRIBUTION - HERS VERIFICATION
01 02
Duct Leakage
Verification
Required
Required
Required
Required
Required
Required
Required
Required
Required
Name
Air Distribution System 1-hers-dist
Air Distribution System 2-hers-dist
Air Distribution System 3-hers-dist
Air Distribution System 4-hers-dist
Air Distribution System 5-hers-dist
Air Distribution System 6-hers-dist
Air Distribution System 7-hers-dist
Air Distribution System 8-hers-dist
Air Distribution System 9-hers-dist
02
Ty pe
LowLlCod
Lowl-lCod
LowLlCod
LowLlCod
LowLlCod
LowLlCod
LowLlCod
LowLlCod
LowLlCod
03
Duct Leakage
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
Sealed and tested
03
Duct Leakage
Target (%)
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
See RA3.1.4.3.8
04
Insulation R-value
8
8
8
04
Verified Duct
Location
Required
Required
Required
Required
Required
Required
Required
Required
Required
8
8
8
8
8
8
CF1 R-PRF-01
Page 17 of 19
05
06
07
Duct Location
Bypass Duct
HERS Verification
Conditioned zone (VLL)
None
Air Distribution System
1-hers-dist
Conditioned zone (VLL)
None
Air Distribution System
2-hers-dist
Conditioned zone (VLL)
None
Air Distribution System
3-hers-dist
Conditioned zone (VLL)
None
Air Distribution System
4-hers-dist
Conditioned zone (VLL)
Distribution System
5-hers-dist
Conditioned zone (VLL)
ENo
EF
Distribution System
6-hers-dist
Conditioned zone (VLL)
None
Distribution System
f
7-hers-dist
Conditioned zone (VLL)
None
Air Distribution System
8-hers-dist
None
Air Distribution System
Conditioned zone (VLL)
9-hers-dist
05
Verified Duct
Design
Not Required
Not Required
Not Required
Not Required
Not Required
Not Required
Not Required
Not Required
Not Required
06
07
08
Buried
Ducts
Deeply Buried
Ducts
Low -leakage
Air Handler
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Not Required
Not Required
n/a
Registration Number: 218-P010198193A-000-000-0000000-0000 Registration DateRme: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence.ribd16x
HVAC -FAN SYSTEMS
01
Name
HVAC Fan 1
HVAC Fan 2
HVAC Fan 3
HVAC Fan 4
HVAC Fan 5
HVAC Fan 6
HVAC Fan 7
HVAC Fan 8
HVAC Fan 9
CF1 R-PRF-01
Page 18 of 19
02
Type
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
Single Speed PSC Furnace Fan
03
+ Fan Power (Watts/CFM)
0.58
0.58
0.58
0.58
0.58
0.58
0.58
0.58
0.58
04
HERS Verification
HVAC Fan 1-hers-fan
HVAC Fan 2-hers-fan
HVAC Fan 3-hers-fan
HVAC Fan 4-hers-fan
HVAC Fan 5-hers-fan
HVAC Fan 6-hers-fan
HVAC Fan 7-hers-fan
HVAC Fan 8-hers-fan
HVAC Fan 9-harc-fan
wu (inaoor Air Quality) FANS
01 02 03 + 04 05
06
IAQ Recovery
Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness
( ) HERS Verification
SFam IAQVentRpt 158 025 I Default 0 Required
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration Date/Time: 2018-07-11 14:09:57 HERS Provider:
CaICERTS inc
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP2 Report Generated at: 2018-07-11 14:01:21
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Wallace Residence Calculation Date/Time: 13:58, Wed, Jul 11, 2018
Calculation Description: Title 24 Analysis Input File Name: Wallace Residence. ribd 1 6x
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Butch White
Company:
BREEZE AIR CONDITIONING INC
Address:
75-145 ST CHARLES PLACE
City/State/Zip:
PALM DESERT, CA 92211
RESPONSIBLE PERSON'S DECLARATION STATEMENT
Documentation Author Signature:
0�*/Acczpl
Signature Date:
2018-07-11 14:09:57
CEA/HERS Certification Identification (If applicable):
Phone:
760-346-0855
CF1 R-PRF-01
Page 19 of 19
I certify the following under penalty of perjury, under the laws of the State of California:
1- I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on thi
Regulations. s Certificate of Compliance.
2. ! certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part :and Part 6 of the California Code of
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: Responsible Designer Signature:
Butch White Oti�2(/4*,-
Company:
BREEZE AIR CONDITIONING INC
Address:
75-145 ST CHARLES PLACE
City/State/Zip:
PALM DESERT, CA 92211
Date Signed:
2018-07-11 14:09:57
License:
416394
Phone:
760-346-0855
Digitally signed by calcERTs. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration
Provider responsibility for the accuracy of the information.
Registration Number: 218-Po10198193A-000-000-0000000-0000 Registration Date/Time:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06212018-1016 SP211 14:09:57
rol
RRI�Llftv.'
Easy to Verify
at CaICERTS.com
HERS Provider: CaICERTS inc
Report Generated at: 2018-07-11 14:01:21