BRES2015-0086 Geotechnical Investigation ReportGEOTECHNICAL INVESTIGATION
PROPOSED MADISON CLUB
GOLF CI. 8 AND RES.YDENTIAI. DEVELOPMENT
NEC AVENUE 54 AND MADISON STREET
LA QI.IINTA, CALIFORNIA
-Prepared By-
Sladden Engineering
39-725 Garand Lane, Suite G
Palm Desert, California 92211
(760)772-3893
(K.
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
January 28, 2005
East of Madison, LLC
81-100 Avenue 53
La Quinta, California 92253
Attention: Mr, John Gamlin
Project: Madison Club
Tentative Tract Map 33076
NEC Avenue 54 and. Madison Street
La Quinta, California
Subject: Geotechnical Investigation
Project No. 5444810
05-01-101
Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the
proposed golf club and residential development to be located on the northeast corner of Avenue 54 and
Madison Street in the City of La Quinta, California. The investigation was performed in order to provide
recommendations for site preparation and to assist in foundation design for the proposed residential
structures and the related site improvements.
This report presents the results of our field investigation and laboratory testing along with conclusions
and recommendations for foundation design and site preparation. This report completes our original
scope of services as outlined within our proposal dated December 13, 2004.
We appreciate the opportunity to provide service to you on this project. If you have any questions
regarding this report, please contact the undersigned
Respectfully submitted,
$LADDE ENGINEERING
Brett -L. Anderson
Principal Engineer
SER/pc
Copies: 6/East of Madison, LLC
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GEOTECHNICAL INVESTIGATION
PROPOSED MADISON CLUB
NEC AVENUE 54 & MADISON STREET
LA QUINTA, CALIFORNIA
January 28, 2005
TABLE OF CONTENTS
INTRODucMoN................................................................................................................................
SCOPEOF WORK............................................................................................................................. 1
PROJECT DESCRIPTION..................................................................................................................... 1
GEOLOGYAND SEISMICITY............................................................................................................ 2
SUBSURFACE CONDITIONS........................................................................................................... 3
LIQUEFACTION................................................................................................................................ 3
CONCLUSIONS AND RECOMMENDATIONS................................................................................ 3
FoundationDesign....................................................................................................................... 4
Settlements..................................................................................................................................... 5
LateralDesign.................................................................................................................................. 5
RetainingWalls............................................................................................................................. S
ExpansiveSoil............................................................................................................................... 5
ConcreteSlabs-on-Grade............................................................................................................. 5
SolubleSulfates............................................................................................................................. 6
TentativePavement Design.......................................................................................................... 6
Shrinkageand Subsidence...................................................................................................... 6
GeneralSite Grading..................................................................................................................... 6
1. 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.......................................................................................................................................... 8
REFERENCES....................................................................
APPENDIX A - Site Plan and Boring Logs
Field Exploration
APPENDDC B - Laboratory Testing
'Laboratory Test Results
....................................................... 9
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 comer of Avenue 54 and Madison Street in the City of La
Quinta, California. The preliminary plans indicate that the proposed project will include an 18 -hole golf
course, clubhouse, and approximately 200 single-family residences along with various associated site
improvements. The associated site improvements are expected to include paved roadways, concrete
driveways and patios, underground utilities, and landscape areas.
SCOPE OF WORK
The purpose of our investigation was to determine certain engineering characteristics of the near surface
soil on the site in order to develop recommendations for foundation design and site preparation. Our
investigation included field exploration, laboratory testing, literature review, engineering analysis and
the preparation of this report. Evaluation of hazardous materials or other environmental concerns was
not within the scope of services provided. Our investigation was performed in accordance with
contemporary geotechnical engineering principles and practice. We do not make other warranty, either
express or implied.
PROJECT DESCRIPTION
The project site is located on the northeast corner of Avenue 54 and Madison Street in the City of La
Quinta, California. It is our understanding that the project will consist of an 18 -hole golf course,
clubhouse, and approximately 200 single-family residences along with various associated site
improvements, it is our understanding that the proposed residences and clubhouse will be of relatively
lightweight wood -frame construction and will be supported by conventional shallow spread footings and
concrete slabs on grade. The associated improvements will include paved roadways, concrete walkways,
patios, driveways, landscape areas and various underground utilities.
The majority of the subject site is presently vacant. The site includes several agricultural parcels as well
as undeveloped desert land. Large tamarisk trees exist along the majority of the property lines within the
southeastern portion of the site. The majority of the eastern portions of the property have been
previously used for agricultural purposes. The property is level throughout and is near the elevation of
the adjacent properties and roadways. A horse ranch occupies the southeast 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.
Sladden Engineering
January 28, 2005 -2- Project No. 5444810
05-01-101
Based upon our previous experience with lightweight residential structures, we expect that isolated
column loads will be less than 30 kips and wall loading will be less than to 2.0 kips per linear foot.
Grading is expected to include minor cuts and fills to match the nearby elevations and to construct
slightly elevated building pads to accommodate site drainage. Extensive cuts are proposed for several of
the golf holes with the preliminary plans indicating cuts in excess of 40 feet within some of the golf holes.
This does not include removal and recompaction of the bearing soil within the building areas. If the
anticipated foundation loading or site grading varies substantially from that assumed the
recommendations included in this report should be reevaluated.
GEOLOGY AND SEISMICITY
The project site is located within the central Coachella Valley that is part of the broader Salton Trough
geomorphic province. The Salton Trough is a northwest trending depression that extends from the Gulf
of California to the Banning Pass. Structurally the Salton Trough is dominated by several northwest
trending faults, most notable of that is the San Andreas system. .
A relatively thick sequence of sedimentary rocks have been deposited in the Coachella Valley portion of
the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in
nature with some lacustrian and minor marine deposits. The mountains surrounding the Coachella
Valley are composed primarily of Precambrian'metamorphic and Mesozoic granitic rock.
The Coachella Valley is situated in one of the more seismically active areas of California. The San
Andreas fault zone is considered capable of generating a maximum credible earthquake of magnitude 8.0
and because of its proximity to the project site the distance of approximately 9.2 kilometers should_ be
considered in design fault for the project.
Seismic activity along the nearby faults continues to affect the area and the Coachella Valley is considered .
one of the more seismically active regions in California. A computer program and pertinent geologic
literature were utilized to compile data related to earthquake fault zones in the region and previous
seismic activity that may have affected the site. E.Q. Fault Version 3.00 (Blake) provides a compilation of
data related to earthquake faults in the region. The program searches available databases and provides
both distances to causitive faults and the corresponding accelerations that may be experienced on the site
because of earthquake activity along these faults. The attenuation relationship 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 (6.1 Magnitude),
Landers - 1992 (7.5 Magnitude) and Big Bear -1992 (6.6 Magnitude).
Sladden Engineering
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 sandy silt layers are inconsistently
interbedded and vary in thickness. Silty sands were the most prominent soil within our exploratory
borings but several prominent sandy silt and clayey silt layers were also encountered.
The silty sands encountered near the existing ground surface appeared somewhat loose but the deeper
silty sand and sandy silt layers appeared relatively firm. Relatively undisturbed samples indicated dry
density varying from 84 to 121 pcf. Sampler penetration resistance (as measured by field blowcounts)
indicates that density generally increases with depth. The site soil was dry on the surface and moist
below a depth of approximately 5 feet but some silty layers were typically wet. laboratory testing
indicated moisture content varying from 1 to 33 percent.
Laboratory testing indicates that the surface soil within the upper 5 feet consist primarily of silty sands.
Expansion testing indicates that the surface silty sands are generally non -expansive and are classified as
,'very low" expansion category soil in accordance with Table 1.8-1-B of. the 1997 Uniform Building Code.
Groundwater was encountered within our borings at depths of approximately 51 to 79 feet below the
existing ground surface. Groundwater should be considered in design and construction.
LIQUEFACTION
Liquefaction occurs with sudden loss of soil strength because of rapid increases in pore pressures within
cohesionless soil as a result of repeated cyclic loading during seismic events. Several conditions must be
present for liquefaction to occur including; the presence of relatively shallow groundwater, generally
loose soil conditions, the susceptibility of soil to liquefaction based upon grain -size characteristics and the
generation of significant and repeated seismically induced ground accelerations. Liquefaction affects
primarily loose, uniform grained cohesionless sands with low relative densities.
In the case of this project site, several of the factors required for liquefaction to occur are not present. As
previously indicated, groundwater was encountered within our borings at depths of approximately 51 to
79 feet below the existing ground surface on the site. Because of the depth to groundwater, the potential
for liquefaction affecting the site is considered negligible.
CONCLUSIONS AND RECOMMENDATIONS
Based upon our field investigation and laboratory testing, it is our opinion that the proposed golf course,
clubhouse, and residential development is feasible from a soil mechanic's standpoint provided that the
recommendations included in this report are considered in building foundation design and site
preparation. Because of the somewhat loose condition of the near surface soil, remedial grading is
recommended for the building areas. We recommend that remedial grading within the proposed
building areas include the overexcavation and recompaction of the primary foundation bearing soil.
Specific recommendations for site preparation are presented in the Site Grading section of this report.
Sladuden ,E'ngineenng
January 28, 2005 4- Project No. 544-4810
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 UBC Seismic
Design Criteria is summarized in Appendix C.
Caving did occur within our borings and the potential for caving should be expected within deeper
excavations. All excavations should be constructed in accordance with the normal 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 CalOSHA as Type C. Soil conditions should be verified in the field by a
"Competent person" employed by the Contractor.
The near surface soil encountered during our investigation was found to be non -expansive. Laboratory
testing indicated an Expansion Index of 0 for the surface silty sands that corresponds with the "very low"
expansion category in accordance with UBC Table 18 -I -B.
The following recommendations present more detailed design criteria which have been developed on the
basis of our field and laboratory investigation. The recommendations are based upon non -expansive soil
criteria.
Foundation Design: The results of our investigation indicate that either conventional shallow
continuous footings or isolated pad footings that are supported upon properly compacted soil,
may be expected to provide adequate support for the proposed structure foundations. Building
pad grading should be performed as described in the Site Grading Section of this report to
provide for uniform and firm bearing conditions for the structure foundations.
Footings should extend at least 12 inches beneath lowest adjacent grade, Isolated square or
rectangular footings should be at least two feet square and continuous footings should be at least
12 inches wide. Continuous footings may be designed using an allowable bearing value of 1500
pounds per square foot (psf) and isolated pad footings may be designed using an allowable
bearing pressure of 1800 psf. Allowable increases of 250 psf for each additional 1 foot of width
and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum
allowable bearing pressure should be 2500 psf. The allowable bearing pressures are applicable to
dead and frequently applied live loads. The allowable bearing pressures may be increased by 1/3
to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soil is
not allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the
building area should be rapid and complete.
Sladden Engineering
January 28, 2005 -5- Project No. 544-4.810
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 Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by
a minimum compacted non -expansive fill thickness of 24 inches, placed as described in the Site
Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or
where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor
barrier or an adequate capillary break. Vapor barriers should be protected by sand in order to
reduce the possibility of puncture and to aid in obtaining uniform concrete curing.
Reinforcement of slabs -on -grade in order to resist expansive soil pressures should not be
necessary, However, reinforcement will have a beneficial effect in containing cracking because of
concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all
concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be
determined by the Structural Engineer.
Sladden Engineering
January 28, 2005 -6- Project No. 5444810
05-01-101
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 1.2 inches (excluding aggregate base). This may be performed as described in the Site
Grading Section of this report: ft -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 lilt under the direction of the Soil Engineer.
Sladden 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 overexcavated to a depth of at
least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is
deeper. The exposed soil should then be scarified to a depth of 1 -foot, moisture
conditioned and recompacted to at least 90 percent relative compaction: The excavated
material may then be replaced as engineered fill material as recommended below.
3. Placement of Compacted Fill: Within the building pad areas, fill materials should be
spread in thin lifts, and compacted at near optimum moisture content to a minimum of
90 percent relative compaction. Imported fill material shall have an Expansion Index not
exceeding 20.
The contractor shall notify the Soil Engineer at least 48 hours in advance of importing soil
in order to provide sufficient time for the evaluation of proposed import materials. The
contractor shall be responsible for delivering material to the site that complies with the
project specifications. Approval by the Soil Engineer will be based upon material
delivered to the site and not the preliminary evaluation of import sources.
Our observations of the materials encountered during our investigation indicate that
compaction within the native soil will be most readily obtained by means of heavy
rubber tired equipment and/or sheepsfoot compactors. The moisture content of the near
surface soils was somewhat inconsistent within our borings. In general, the sandy soils
are dry and well below optimum moisture content but some of the deeper silt layers
were wet. It is likely that wet silt/clay layers will be encountered during grading
particularly in irrigated areas where deep cuts are planned. A uniform and near
optimum moisture content should be maintained during fill placement and compaction.
4. Preparation of Slab and Paving Areas: All surfaces to receive asphalt concrete paving or
exterior concrete slabs -on -grade, should be underlain by a minimum compacted fill
thickness of 12 inches. This may be accomplished by a combination of overexcavation,
scarification and recompaction of the surface, and replacement of the excavated material
as controlled compacted fill. Compaction of the slab and pavement areas should be to a
minimum of 90 percent relative compaction.
5. Testing and Inspection: 'During grading tests and observations should be performed by
the Soil Engineer or his representative in order to verify that the grading is being
performed in accordance with the project specifications, Field density testing shall be
performed in accordance with applicable ASTM test standards.
The minimum acceptable degree of compaction shall be 90 percent of the maximum dry
density as obtained by the ASTM D1557-91 test method. Where testing indicates
insufficient density, additional compactive effort shall be applied until retesting indicates
satisfactory compaction.
Sladden Engineering
January 28, 2005 -8- Project No. 54.4-4810
05-01-101
GENERAL
The findings and recommendations presented in this report are based upon an interpolation of the soil
conditions between boring locations and extrapolation of these conditions throughout the proposed
building area. Should conditions encountered during grading appear different than those indicated in
this report, this office should be notified.
This report is considered to be applicable for use by East of Madison, LLC, for the specific site and project
described herein. The use of this report by other parties or for other projects is not authorized. The
recommendations of this report are contingent upon monitoring of the grading operations by a
representative of Sladden Engineering. All recommendations are considered to be tentative pending our
review of the grading operations and additional testing, if indicated. If others are employed to perform
any soil testing, this office should be notified prior to such testing in order to coordinate any required site
visits by our representative and to assure indemnification of Sladden Engineering.
We recommend that a pre -job conference be held on the site prior to the initiation of site grading. The
purpose of this meeting will be to assure a complete understanding of the recommendations presented in
this report as they apply to the actual grading performed.
Sladden .Engineering
January 28, 2005 -9- Project No. 5444810
05-01-101
REFERENCES
ASCE journal of Geotechnical Engineering Division, April 1974.
800re, Joyner and Fumal (1994) Estimation of Response Spectra mid Peak Accelerations from North American
Earthquakes, U. S. Geological Survey, Open File Reports 94-127 and 93-509.
Finn, W. E. Liam, (1996) Evaluation of Liquefaction Potential for Different Earthquake Magnitudes and Site
Conditions, National Center for Earthquake Engineering Research Committee.
Joyner and Boore, (1988) Measurements, Characterization and Prediction of Strong Ground Motion, ASCE
Journal of Geotechnical Engineering, Special 'Publication No. 20.
Lee & Albaisa (1974) "Earthquake Induced Settlements in Saturated Sands".
Seed and 1driss (1982) Ground Motions and Soil Liquefaction During Earthquakes, Earthquake Engineering
Research Institute Monograph.
Seed, Tokimatsu, Harder and Chung, (1985), Influence of SPT Procedures in Soil 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 Platt
Sladden Engineering
APPENDDC A
Site Plan
Boring Logs
APPENDIX A
FIELD EXPLORATION
For our field investigation, 29 exploratory borings were excavated between December 13 and December
23, 2004 using a truck mounted hollow stem auger rig (Mobile B-61) in the approximate locations
indicated on the site plan included in this appendix. Continuous log of the materials encountered were
prepared on the site by a representative of Sladden Engineering. Boring logs are included in this
appendix.
Representative undisturbed samples were obtained within our boring by driving a thin-walled steel
penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT), sampler with a
140 pound hammer dropping approximately 30 inches (ASTM D1586), The number of blows required to
drive the samplers 18 inches was recorded (generally in 6 inch increments). Blowcounts are indicated on
the boring log.
The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of
2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5
inches. Undisturbed samples were removed from the sampler and placed in moisture scaled containers
in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation
spoils and samples were then transported to our laboratory for further observations and testing.
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street,
La Quinta
Date:
12/13/2004
Boring No. 1
Job Number:
544-010
i;
u',
U
Description
ri,
o ,Remarks
pNative
Soil
5
10
15
20
25
=
6/4/6
Sand: Fine to Medium Grained and Sandy Silt Layer — 2"
SP
Grey in color
30
516/7
Clayey Silt
ML
6
64
Grey in color
35
9/13/10
Sand: Fine to Mcdium Grained Layer ^-9" and Sandy Silt
SP
2
10
GTry in Color
40
-
10/10/8
Silty Sand: Fine Grained
SM
2
14
j
Grey in color
45
8/10/8
Silt and Clay: Interbedded Thin Lenses
ML
6
Grey in color
SO
11/16/21
Sand: Finc to Medium Grained
SP
3
8
Grey in color
Sladden Engineering
55
8/9/11
Sand: Fine to Medium Grained and Sandy Silt Layer — 2"
SP
4
(i
Brownish Grcy in color
60
3/3/4
Clayey Silt
ML
27
77
Grey in color
65
10/7/8
Sand: Fine to Medium Grained Layer -9" and Sandy Silt
SP
23
—
Grey in color
70
11/13116
Silty Sand: Fine Grained
SM
26
22
Dark Grcy in color
75
-v
719112
Silt and Clay: Interbedded Thin Lenses
ML
33
72
Dark Grcy in color
Groundwater C3a — 78 Feet
80
85
90
5/7/8
6/10/10
Claycy Silt
ML
32
70
Brownish Grey in color
Sample Not Recovered
-Note.-
_
95
_gradual.
-Total
100
The stratirrcation lines
repms4wt the approximate
boundwics botween the soil
the transition may be
Dcpth = 90 Foot
Groundwater encountered
ck not encountered
Sladden Engineering
Madison Club -The Hideawny
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/18/2004
Baring No. 2 Job Number: 544-4810
p
W
�
N
�
ir
r
-
a -r
a
rnDescription
Remarks
0
ative Soil
5
3/3/3
Silty Sand: Fine Grained
$M
2
Light Grey in color
10
5/6/7
Silty Sand: Fine Grained
SM
I
Light Brown in color
15
3/4/6
Silt
ML
9
97
Tan in color
20
4/5/7
Sandy Silt and Silt Laytas
ML
11
81
Tan in color
25
5/6/7
Silty Sand: Fine Grained
SM
2
24
Greyish Brown in color
30 JL
3/5/9
Sandy Silt and Silt Layers
ML
5
64
Light Brown at color
35
4/5/7
Sandy Silt
ML
6
56
Greyish Brown in color
40
618/13
Silty Sand: Fine Grained
SM
2
-••
BTOWnigh Grey in atlor
45
5/7/7
Sandy Silt
ML
10
51
BrownishGrey in color
50
8/10/11
Silty Sand: Fine Grained and Silt Layer --1"
SM
3
LS
rownish Grcy in color
Sladden Engineering
Sladden Engineering
55
4/6/8
Clayey Silt
ML
22
77
Brown in color
60
4/7/8
Sandy Silt with Truro of Clay
ML
17
67
Brown in color
65
5/8/9
Sandy Silt
ML
22
77
Brown in color
70
7/8/18
Sand and Silt Lay=
SM
12
34
Brown in color
75
3/3/6
Clayey Silt
ML
31
83
Brown in color
-
Groundwater Q 79 Feet
RO
41617
Clayey Silt
ML
27
88
Brown in color
85
6/14/17
Clayey Silt
ML
26
63
i
Brown in color
90
1/3/5
Silty Sand; Fine Grained
SM
28
10
Brown in w1or
ote: The stratification lines
-
represent the approximate
95
1/7/16
Silty Sand: Fine Grained
SM
28
16
boundarics between the soil
_types;
the transition may be
gmdual.
-Total
Depth = 101.5 Fcd
100
5/6/12
Clayey Sand
SM
19
47
Groundwater encountered
-Bedrock
not encountered
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quiuta
Date: 12/18/2004
Boring No. 3 Job Number: 544-4810
a
0
0
^.•
;ti
p
r„
v
pq
Description
Remarks
0
atiVe Soil
5
10
15
20
25
519112
Silty Sand: Fine Graincd and Silt Lays —3"
SM
5
20
Greyish Brown in calor
30
416/8
Silty Sand: Fine Grained and Silt Laycr—l"
SM
3
21
Greyish Brown in color
35
8/11/16
Silty Sand: Finc Graincd
SM
2
14
Brownish Grey in color
40
619/14
Silty Sand: Fine Grained
SM
3
lb[Brownish
Grey in color
45
5/5/7
Sandy Silt
ML
25
84
Brown in color
50
31418
Silt
ML
22
56
Brown in color
Sladden Engineering
Sladden Engineering
55
9/10/17
Sand: Fine to Medium Grained
SP
26
9
Brownish Grcy in color
Groundwater Q 56 Feet
60
4/6/7
Silt
ML
27
66
grown in color
65
6/13/10
Silty Sand: Fine Grained
SM
24
14
Brownish Grey in color
70
2/5/14
Sandy Silt
ML
24
52
Brown in color
75
80
5/12/22
6/21/34
Silty Sand: Fine Grained
Clayey Sand
SM
SM
27
16
30
26
Brown in color
Brown in color
85 is
90 '
-
11/20/26
10/16/31
Sand: Finc to Medium Grained
Sand: Coarse Grainod and Sandy Silt
SP
SP
LS
28
5
---
Brown in color
Brown in color
ote: The stratification lints
I tht; approximate
bctwom the soil
types; the transition may be
gradual.
otul Depth =101.5 Feet
round encountered
edrock not encountered
95
_
_
7/15/21
Silty Sand: Fine Grained
SM
19
__boundarics
100:
5/8/l7
Sand: Coarse Grained
I
SP
I[
17
—
Sladden Engineering
Madison Club -'the Hideaway
NEC Avenue 54 & Madison StrpA La Quinta
Date: 12/20/2004
Boring No. 4 Job Number; 544-4810
E
Description
rnn
-.
Remarks
0
-
5
10
IS
20
Silty San& Fine to Medium Grained
Native Soil
25 AL
214/6
Clayey Silt
ML
11
78
Grey in color
30
5/8/9
Silty Sand: Fine Grained and Clay Layer ^-5"
SM
6
---
Grey in color
35
40 '
7/8/12
5/8/13
Sand: Fine Grained
Sand: Fine Grainai
SP
2
9
in color
Grey in color
45JL
2/3/6
Clayey Silt Layer — 8" and Silty Clay Layer — 8"
ML
31
87
Grcy in color
50
5/6/11
Silty Sand: Finc Grained
SM
22
19
ronndwater ®--51 Feet
Sladden Engineering
Sladden Engineering
559/18/31
Sand: Fine Grained
SP
22
11
ark Grcy in color
60
6/8/16
Sandy Silt
ML
24
61
Dark Grcy in color
65
314/7
Clay
CI..
23
91
Bruwniuh Gmy in wlor
70
75 ':.
80
85
90
•
95
_tyM
-Total
l 00.
-
9/13/16
9/15/17
12/16/23
6/9113
6/10!1 S
17/26/29
8/17/29
Sand: Finc to Coarnc Grained
Sand: Finc to CoarseGrainod
Sand: Fine to Coarse Grained and Gravel
Sand: Fine to Coarse Grained and Silty Clay Layer ^- 4"
Sand: Fine to Coarse Grained
Sand: Fine to Coarse Grained
Sand: Fine to Coarsc Grainat
SP
SP
SP
SP
SP
SP
Sl'
25
23
23
23
28
27
30
10
11
8
11
7
8
Grcy in color'
Grey in color
Grey in color
Grey in color
rey in color
Now The stratification lines
cprcmt the approximate
boundaries between the soil
; the transition may be
graduial.
Dcpth = 101.5 Feet
roundwattr encountered
edroek not encountered
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004 Boring No. 5 Job Number: 544810
0
pq
Descri tion
r°
a
Remarks
p
Nativc Soil
5
S/7/10
Sandy Silt
ML
46
14
77
Greyish Brown in color
10
315/9
5ilrySand: Finc Grainod
SM
110
5
16
Grey in color
15
5!7/10
Clayey Silt and Sandy Silt
ML
108
3
74
Brownish Grey in color
20
418/13
Sand: Fine Grained
SP
114
1
11
rey in color
25
30
California Split -spoon Samplc
Total Depth =-21'
Iedrock
not atvountcrcd
-
Unrecovcmd Samplc
Groundwatur not encountered
-
Standard Penetration Test Samplc
35
40
Now The stratification lines represent the approximate
_
boundaries between the soil types; the transition may be
gradual.
45
50
Siadden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004
Boring No. 6 Job Number: 544-4810
CPo
5
cn V
pq
Dcscri tion
W
Remarks
QNative
Soil
5
:=
5/9/11.
Sand: Fine Grained and Clayey Silt
SP
114
2
---
Orcy in ColoT
10
9/10/10
Sand: Fine Grained and Silty Sand: Fine Grained
SP
107
2
11
Grey in color
15
4/6/10
Sand: Fine Grained and Sandy Silt
Sp
101
23
Grey in color
20
5/10/17
Sand: Fine Grained
SP
91
20
7
Grcy in color
25
30California
Split -spoon Sample
Total Depth —21'
-
IBedrock
not enwuntcrod
-
Unrcoovcred Sample
I
roundwatcr not cncountcrad
_
-
Standard Penetration Tcst Sample
35
40
Notc: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/20/2004 Boring No. 7 Job Number: 544-4810
Q
Cn
U
Description
o
�
aRcrnarks
0
Native Soil '
5
4/5/8
Silty Sand: Fine Grained
SM
102
3
21
rownish Grey in color
10
4/4/8
Clay and Silty Sand: Fine Grained
SM
84
22
16
Brownish Grey in color
I S
4/6/11
Sand: Fine to Coarse Grained and Sandy Silt
Sp
103
5
10
Grey in color
20'
Sandy SiltML
.-T--
110
6
77
Grey in color
95/9/13
25
30
California SI lit -spoon Sample
Total Depth --2 P
Bedrock not encountered
-
Unrec.overod Sample
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification lines represent the appnmximatc
boundaries between the soil types; the transition may be
_
gradual.
45
50
Sladden Engineering
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/20/2004
Boring No. 8 Job Number: 544-4810
c«
On
M
V
pq
tion
rn
Q
O
Remarks
0
ative Soil
5
4/7/11
Sandy Silt and Silty Clay
ML
104
2
67
Grey in color
10
7/9/9
Silty Clay and Silty Band: Finc Grained
ML
107
8
80
Grcy in color
15
10/16/24
Sand: Fine Grained
SP
118
6
9
Grey in color
20
8/12/1.8
Silty Sand: Finc Grained and Sandy Silt
SM
111
7
15
Grey in color
25
30
Califomia Split-spoon Sample
Total Dcpth x-2 P
-
'
Bedrock not encountered
-
Unrecovered`` Samplc
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Now The stratification lines represcnt the approximate
boundaries between.the soil types: the trtlnFitinn may be
gradual.
45
SQ
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta.
Date: 12/20/2004
Boring No. 9 Job Number: 544-4810
C)
Desori tion
e
Rmmrks
p
ative Soil
5
4/5/9
Sand: Fine Grained
SP
101
3
7
Grey in color
10
5/9/15
Sandy Silt
ML
90
22
75
Grvy in color
15
419/15
Silty Sand: Fine Graincd
SM
102
14
1'5
Grey in color
208/1620
Sand: Fine Graintxl
SP
98
!8
11
Grey in color
25
30
California Split -spoon Sample
Total Dcpth —2 V
-
I
Bedrock not encountered
-
Unreoovered Sample
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Note: The stratification lines represent the approximate
-
boundaries between the soil types; tho transition may be
.
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004
Bering No. 10 Job Number: 544-4810
o
U
A
Description
m
D
Remarks
UNative
Soil
5
12/15/23
Sand: Fine Grained and Sandy Silt
SP
100
2
9
Grey in color
10
23/35/31
Sand: Fine Grained and Clayey Silt
SP
108
3
9
Brownish Grey in color
15
16/21/38
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 o --2r
Iedrock
not encountered
Unrecovered Sample
I
Groundwater not encountered
_
Standard Penetration Test Sample
35
40
Notes The stratification lines represent the approximate
_
t*undaries between the soil types; the transition may be
gradual.
45
SO
Sladden Engineering
Madison Club-Thc Hidcaway
NEC Avenue 54 & Madison Street, La QuInta
Date: 12/21/2004 Boring No. 11 dab Number: 5444910
\
o
N
�
3
Q
12
o
o
Description
tn°I
marks
0
alive Soil
5
10/14/19
Sande Fine Grained
SP
114
2
12
Grty in Color
10
8/11/15
Sand: Fine Graincd
SP
115
3
11
Brownish Grey ui color
15
9/13/16
Sandy Silt and Sand: Fine Grained
ML
121
2
72
Greyish Brown in COIOr
20
s
8/11/15
Sand: FincGrainod
SP
113
2
12
Grey in color
25
30
California Split -spoon Sample
Total Dcpth—21'
-
I
alroek not eneountcrod
-
Vnrwovered Sample
I
Groundwater not encountered
_
-
Standard Penetration Test Sample
35
40
Note: The stratification lines rcpreKcnt the approximate
_
boundaries between the soil types; the transition may be
_
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La QuInta
Date: 12/21/2004
Boring No. 12 Job Number: 544-4810
❑
A
v
Description
U3o
a
a
�
CA
0
0
N
emuks
0
Wive Soil
5
8/11/13
Sand: Fine Grained
SP
1 t 3
2
8
Brownish Grey in color
10
6/9/13
Sand: Fine Grained
SP
109
1 "
9
Lrcy in color
]20
9/12114
Silty Sand: Fine Grained
SM
1l4
2
17
Grey in color
9/12/22 '
Silty Sand: Eine Grained
SM
112
4
l6
Grey Lt calor
25
30California
Split -spoon Sample
Total Depth —21'
_
I
edrock not enoounte rW
-
Unrccovaai Sample
I
roundwatcr not encountered
-
_
Standard Penetration Tcst Sample
35
40
Note: Tho s'tbatification lines represent the approximate
boundaries between the soil types; the transition may be
_
�radu0l.
45
50
Sladden Engineering
Madison Club -The Hidcaway
NEC Avenue 54 & Madison Street, Le Quints
Date: 12/21n004 Boring No. 13 Job Number: S44-4810
N
4k
c
U
Description
•p
rn
7L.
•p
�e
\
Remarks
0
Native Soil
5
4/6/6
Sand: Fine Grained
SP
115
1
10
Grey in color
10
6h/1 I
Sand: Fine Grained
SP
103
1
8
Grey in color -
15
9/14/15
Silly Sand: Fine Grained
SM
Ito
1
18
rey in calor
-
California Split -spoon Sample
TOW Depth x-16
-I
Bedrock not encountered
20
Unrecovered Sample
I
Groundwater not encountcrod
-
Standard Pen ft tion Tcst Sample
25
-
Note; The stratification lines represent the approximate
boundaries between the soil types; the transition may be
-
gradual.
30
35
40
4s
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quints
Date:
12/21/2004
Boring No. 14 Job Number: 5444810
O
(�
�
Dcscri tion
r°
4p,
P
o
c
Rcmarks
0
Nativc Soil .
5
7/10/14
Clayey Silt and Silty Sand: Fine Grained
ML
104,
11
77
Grey in color
to
8/12/16
Sand: Fine Grainod
SP
99
6
8
Brownish Grey in color
I S
6/10/11
Clayey Silt
ML
93
24
83
Brownish Grey in color
20
5/8/11
Clayey Silt and Sandy Silt
ML
93
27
80
Grey in color
25
30
California Split -spoon Samplc
Total Depth w2 P
IBedrock
not cnwuntcmd
Unrecovered Sample
Groundwater not encountered
Standard Pcnctration Tcst Sample
35
40
Note: The stratification lincs rq=cnt the approximate
boundarics bctwmn the soil types; the transition may be
_
gradual_
45
50
Sladden Enginccring
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street. La Ouinta
Date: 12/21/2004
Bering No. 15 Job Number: 544-4810
R
0
N
_
En
U°
Description
rA°
Remarks
0 .:
ative Soil
5
3/2/2
Sand: Fine Grained
SP
3
10
Greyincolor
IU
212/3
Silty Sand: Fine Grainod
SM
8
13
my in color
15
315n.
Silty Sand: Fine Graincd
SM
3
15
Brown in color
20
6/7n
Silty Sand: Finc Grained and Clay Layer -Y
SM
6
16
Brown in ailor .
25
313/4
Clay Layer •-7" and Claycy Silt Layer -,4"
town in color
30
Califomia Split -spawn Sample
TOO Depth —26'
IBedrock
not encountered
-
Unrwovcred Sample
Groundwater not cnrountcrcd
-
Standard Penetration Tcst Sample
35
40
Note: The stratification lines rcpnxmt the approximate
-
boundaries between the soil types; the transition may be
gradual.
45
50
Sladdcn Engineering
Madison Club-The Hideaway
NTC Avenue 54 & Madison Street La Quints
Date: 12/21/2004
Boring No. 16 Job Number: $44-4810
rA U
pq
Description
w
o
c
o
etnarks
0
Native Soil
5
10/11/14
6/9/13
Silty Sand: Fine Grained and Clayey Silt
Sand: Finc Gtaiaed
SM
SP
103
110
6
2
16
7
rey in color
10
Grcy in color
15
'
7/11/12
Sand: Fine Grained
SP
109
2
6
Grey in color
20
7/13120
1 Sandy Silt and Silty Sand: Fine Grained
ML
99
7
60
rey in color
n
25
30
Califomia Split-spoon Samplc
Total Doth x-21'
cdrock not encounteral
-
Unrecovered Sample
Groundwater not cncountcred
Standard Penetration Test Sample
'35
40
Now The stratification lints Tcprescnt the approximate
boundaries bctwoen the soil types; the transition may be
_
gradual,
45
50
S ladder Engineering,
Madison Club -The. Hideaway
NEC Avenue 54 & Madison Street, La uinta
Date: 12/21/2004
Boring No. 17 Job Number; 5444810
u
Description rn a cmark9
0
ative Soil
5
6/10/16
Clayey Silt
ML
109
1
76
rey in color
10
12/14/22
Clayey Silt
ML
108
8
71
Grey in color
15
6/9/12
Silty Sand: Fine Grained
SM
107
2
16
Grey in color
-
California Split -spoon Sample
Total Depth, -16'
_
1
Bedrock not encountered
20
Unrecovered Samplc
Groundwater not encountered
_
-
I
Standard Penetration Test Sample
25
-
Note: The stratification lines represent the approximate
_
boundaries between the soil types; the transition may be
gradual.
30
35
40
45
50
Sladden Engineering
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/x004 Boring No. 18 Job Number: 544-4810
o
�
en U i
im
Descri tion
IRcrnarks
p
ativc Soil
5
6/8/15
Silty Sand: Finc Grained
SM
103
1
17
Grey in color
10
12/14/19
Sand: Fine Grained
SP
112
0
7
Brownish Grvy in color
15
9/10/13
Sand: Fine Grained
SP
104
1
5
Brownish Grey in color
-
California Split-spoon Samplc
otal Depth —16'
cdrock not chcountmed
20
Unrecovexcd Sampic
Groundwater not cncountavd
-
Standard Penetration Test Samplc
25
-
Note: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
gradual.
30
3s
40
4s
50
Sladden Engineering
0
5
10
15
20
25
30
35
40
45
50
12/21/2004
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Bering No. 19 Job Number: 5444810
CD
10/14/18
Silty Sand: Fine Grained
4/7/9
Sand: Fine Grained
5I9/10
Silty Sand: Finc Grained
7111/20
Sand: Fine Grained
California Split -spoon Samplc
Unrecovacd Sample
Standard Penetration Test Sample '
Nota The utratification lines represent the approximate
boundaries between the soil types; the transition may be
gradual.
Sladden Engineering
alive Soil
SM 1 103 1 14 rey in color
SP 104 2 10 Grey in color
SM 111 4 18 Grey in color
SP 109 4 8 my in color
Total Depth —21'
edrock not encountered
Groundwatcr not encountered
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/21/2004 Bering No. 20 Job Number: 5444810
w o c
LL �
Sladden Engineering
v�
U
Desmi tion
rn
C
Renmrks .
0"
ativo Soil
5
8/9/12'
Sand: Finc Grained
SP
113
1
8
Grey in color
10
9/13/14
Sand: Fine Grained,
SP
109
5
Grey in color
15
6/9/13
Sand: Finc Grained
SP
109
1
8
Grey in calor
20
'
8/14/27
Sand: Fine GrainaJ
SP
112
4
l0
Grey in color
25
30California
Split -spoon Sample
Total Depth x-21'
edrock not encountered
-
Unrccovecd Sample
I
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Nate: The stratification lines represent the approximate
boundaries between the soil types; the transition may be
_
gradual.
45
50
Sladden Engineering
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street, La Quints
Date: 12/23/2004
Boring No. 21 Job Number: 544-4810
Ov'i
U
o
Description
Remarks
pIN
alive Soil
5
5/10/21
Sand: Finc Grained
Sr
1
9
rcy in color
lU
8/10/10
Sand: Finc Grained
SP
5
10
Grey in color
15
3/4/8
Silty Clay and Clay Layer —3"
ML
11
75
Brownish Grey in color
20
3/6/11
Silt and Clay: Thin Interbedded Leases
CL
10
9513m.i5h
Gny in color
25
30
California Split-spoon Sample
Total Depth x-21'
-
Bedrock not encountowl
-
Unrocoveredff Sample
Groundwater not encountered
_
-
f
Standard Penetration Test Sample
35
40
Note: The stratification lines represent the approximate
boundaries bctwonn the soil types; the transition may he
_
gradual.
45
50
Sladdcn Engineering
Madison Club-The Hideaway
NEC Avenue 54 & Madison Street La Quinta
Date, 12/23/2014 Boring No. 22 Job Number: $444810
44
a,
o
e)
Q
rn
V
Descrition
CI)o
Remarks
p
Native Soil
5
4/4/10
Clay and Sandy Silt Layer--6"
ML
7
57
Brownish Grey in color
l0
5/8/11
Silty Clay and Silty Sand: Fine Grained Layer ^-2"
Cl.
13
86
Grey in color
l5
6/9/14
Silty Sand: Fine Grained and Silty Clay Layer--7"
SM
18
---
Grey in calor
20
518111
Sand: Fine Grained
SP
1
14
Brownish Grey in color
25
3/1/10
jClayeySilt
ML
3
81
rownish Grey in calor
30
California Split-spoon Sample
Total Depth =^-25.5'
-
I
Bedrock not encountered
-
Unnaoovcred Sample
I
Groundwater not encountered
-
Standard Penetration Test Sample
35
40
Notc: The Spatificatiun lines represent the approximate
boundaries betwom the soil types; the transition may be
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree4 La Quints
Date: 12/23/2004 Boring No. 23 Job Numbet: 5444810
ti
Gg
o
Description
0
�
�
�
emarks
0
rass Pasture
5
4/6/9
Sand: Pine Grained
SP
1
10
Grey in color
10
3/5/11
Sand: Fine Grained
SP
7
10
Groy in color
15
3/6/8
Clayey Silt and Sandy Silt Layer –7"
ML
8
68
Brownish Grey in Color
20
313/5
Clay and Sandy Silty Layer --6"
ML
20
71
Brownish Grey in color
25
30
California Split -spoon Sampic
Total Depth —20.5'
ISedrock
not rnwunlered
Unrecovered Sample
I
Groundwater not encountered
_
Standard penetration Test Sample
35
40
Notw-The stratification lines rcpmsmt the approximate
boundarics between the soil types; the transition may be
_
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Street, La Quinta
Date: 12/23/2004 Boring No. 24 Job Number: 544-4810
Ve
v
�
tj
o
Gq
Dmcri tion
�
°
o
\'
Remarks
0
Native Soil
5
5/20/20
Claycy Silt
ML
1
Light Grey
10
617/10
Sand: Fine Graincd
SP
2
9
Grey in color
15
5/6/10
Silty Sand: Finc Grained
SM
2
12
Grey in color
20
5ni8
Silty Sand: Finc Graincd
SM
1
12
rey in color
25
30
Califomia Split spoon Sample
Total Depth —20.5'
Iodrock
not cn ountcrod .
-
Unrecovered Sample
GroundwaturTiot mcountered
-
Standard Penetration Test Sample
35
•40
Note: The stratification lines rcprescnt the approximate
boundaries between the soil types; the transition may be
gradual.
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 &. Madison Street, La Quinta
Date; 12/23/2004
Bering No. 25 Job Number. $44-4810
�.r
Y
r„
U
00
Description
�
v,
M
:Z)
\°
o
N
�
y
emarks
0Native
Soil
5
10/20/20
Sand: Fine Grained
SP
1
4
Grey in color
10
6/9/18
Sand: Finc Grained
SP
1
1 I
Grey in color
15
6/10/15
Clayey Silt
ML
3
77
Brown in color
20
8/10/I4
Sandy Silt and Clayey Silt Laycr–3"
ML
3
72
Brown in color
25
30
California Split -spoon Su mple
Total Depth —20.5'
-
IBedrock
not encountered
-
Unrocovcrod Sample
Groundwater not encountered
Standard Penetration Test Samplc
35
40
Note: The stratification lines reprewni the approximate
boundaries between the soil types; the transition may be
_
gradual.
45
50
Sladden )engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Strect, La uinta
Date: 12/23/2004 Boring No. 26 Job Number. 5444810
pp e �
,� U pq Description rn :5 Remarks
0
Nativo Soil
5
3/6/10
Silty Clay Laycr-6" and Sand: Fine Grained
ML
18
81
Orey in color
10
;
5/6/8
Sand: Fine Grained
SP
S
l U
rey in color
15
3/416
Sand: Fine Grained Layer --3" and Clayey Silt
SP
8
---
Gray in color
-
California Split -spoon Samplc
Total Depth —15.5'
Bedrock not cnoountamd
20
Unrecovered Samplc
Groundwater not eneountcrod
-
Standard Penetration Test Samplc .
25
Now The stratification link represent the approximate
boundaries between the soil types; the transition may be
gradual.
30
35
40
45
50
Sladdcn Engineering
Madison Club -The hideaway
NEC Avenue 54 & Madison Street, La
Y..1. XT _t. Cdd-AA1
(Date• 12/Z3/2UU4
jmUrIJUK 11 U. F.
- ---
�
\ o
e �
Description
ri
a
e 1
Remarks
0
ativc Soil
5
6n19
Sand: Fine Grained
SP
4 9
Grey bt color
10
JL
3/4/5
Clayey Silt
ML
2 84
Brownish Grey in color
15
4/5/5
Sandy Silt and Clayey Silt --3"
1v1L
12 71
Brownisb Grey in color
20
;
5/5/8
Sand: Nine to Medium Grained
SP
G 10
Brownincolor
25
30California
Split -spoon Sample
Total Depth —20.5'
Iedrock
not encountered
-
Unrecovarad Sample
I
roundwater not encountcrod
-
-
Standard Penetration Test Sample
35
40
Nota The stratification lutes toprc"mt the approximate
-
boundaries between the soil types; the transition may be
gradual,
45
50
Sladden Engineering
Madison Ciub-The Hideaway
NEC Avenue 54 & Madison Street lea Quinta
Date: 12/23/2004
Bo!No. 28 Job Number: 5444810
q
v'i
U
m
Descri tion
-r
Remarks
0
ativc Soil
5
4x7/9
Sandy Silt
ML
3
61
Grey in color
10
3/3/6
Clay Laycr –7" and Sandy Silt
ML
10
74
Grey in color
15
2577
CL
12
90
rrownish Grey in color
-
California Split-spoon Sample
Total Depth —15.5'
_
I
Bedrock not encountcrod
20
Unrecovered Sample
QTOundwater not encountered
I
Standard Pcnctration TvA Sample
25
-
Note: The stratification lines represent the approximate
_
boundaries between the soil typos; tho transition may be
.
gradual.
30
4
35
40
45
50
Sladden Engineering
Madison Club -The Hideaway
NEC Avenue 54 & Madison Stree La Quinta
Date: 12/23/2004 Bering No. 29 Job Number. 544-4810
U
CQ
Description
a
�
Rcmar6
alive Soil
5
619114
Silty.Sand: FincGraincd
SM
1
17
Orey in color
10
6/7/8
Sand: Pinc Graincxl
SP
2
11
Grey in Color
15
'
3/4/7
Sand: Fine Grained
SP
4
10
Grey, in Color
-
California S lit -spoon Sample
Total Dcptb —15.5'
i
Bedrock not encountered
20
Un=ovcred Samplc
Groundwater not cncountered
Standard Penetration Test Sample
25
-
Note: The stratification lines represent the approximate
boundaries between the Soil types; die transition may be
_
gradual.
30
35
40
45
50
Sladden Engineering
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 D1557-91, Test Method
A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to
the field densities of the soil in order to determine the existing relative compaction to the soil. This is shown on the
Boring Log, and is useful in estimating the strength and compressibility of the soil.
Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain
size analyses and Atterberg Limits determinations. These provide information for developing classifications for the
soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups
having similar engineering characteristics. The results of this test are very useful for detecting variations in the soil
and in selecting samples for further testing.
SOIL MECHANIC'S TESTING
Direct Shear Testing: One bulk sample was selected for Direct Shear Testing. This testing measures the shear
strength of the soil under various normal pressures and is used in developing parameters for foundation design and
lateral design. Testing was performed using recompacted test specimens, which were saturated prior to testing.
Testing was performed using a strain controlled test apparatus -with normal pressures ranging from 800 to 2300
pounds per square foot.
Expansion Testing: One bulk sample was selected for Expansion testing. Expansion testing was performed in
accordance with the UBC Standard 18-2. This testing consists of remolding 4 -inch diameter by 1 -inch thick test
specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples
are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the
specimens are inundated with distilled water. The linear expansion is then measured until complete.
Consolidation Testing: F119* 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 oad increment was recorded prior to placement of each subsequent load_ The specimens
were saturated at the 575 sf or 720 psf load increment.
APPENDIX C
2001 California Building Code with T997 U13C 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. ,
Fault Zone
Approximate Distance
From Site
Fault Type
(1997 UBC)
San Andreas
8.9 km
A
San Jacinto
30.9 km
I A
Based on our field observations and understanding of local geologic conditions, the soil profile type
judged applicable to this site is Su, generally described as stiff or dense soil. The site is located within
UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic
mitigation for new construction upon adoption of the 1997 code.
Sladden Engineering
Near -Source
Near -Source
Seismic
Seismic
Seismic
Acceleration
Velocity
Coefficient
Coefficient
Source
Factor, Na
Factor, NX
Ca
C�
San Andreas
1.04
1.29
0.44Na
0.64N„
San Jacinto
1.0
1.0
0.44N.
0.64NV
Sladden Engineering
` 1
Sladden Engineering
6782 Stanton Ave., Suite A, Buena Park, CA 80621 (714) 523.0952 Fax (714) 423-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-893 Fax (760)772-M95
March 2, 2006 Project.No. 5224810
06-02-120
East of Madison, LLC RECI-11
�`�
80-349 Via Missal 11 c
La Quinta, California 92253
Project: Madison Club - Tract 33076
` MAR 13 2015
NWC Avenue 54 and Monroe Street CITY CF LA QUINTA
La Quinta, California COMMUNITY DEVELOPMENT
Subject: Report of Observations and Testing During Rough Grading
Ref: Geotechnical investigation Report prepared by Sladden Engineering dated January
28, 2005, Project No. 5444810; 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 conven3onal heavy
w ' 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 oompaction, 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
ova -excavation of the surface soil was performed as recommended within the abova referenced
Geotechnical investigation report.
Observations and field testing was performed from April 22, 2005 through January 4, 2006.
Testing indicates that after reworking areas of low d a minimum of 90 percent relative
compaction was attained in the areas tested, The as, ' r ce with
the project specifications at the tested locations and d ptB Dirtt(�r n of
the contractors work. UILDING & SAFE t V
E®Pr.
APPROVED
OR COtvc-m,
DATE
March 2, 2006 2- Project No. 5224810
06-02-120
Field Tests: In-place moisture/density tests. were performed using a nuclear density gauge in
accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 2355 density tests were
performed by Sladden Engineering personnel during rough grading. The approximate test
locations are indicated by lot number and on the attached plans and test results are summarized
on the attached data sheets.
Laboratory Tests: The moisture -density relationships for the tested materials were determined in
the laboratory in accordance with test method ASTM D 1557-91.
Allowable Bearing Pressures: The structural values recommended in the referenced
Geotechnical investigation report prepared by Sladden Engineering remain applicable for use in
foundation design. Conventional shallow spread footings should be bottomed into properly
compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous
footings should be at least 12 inches wide and isolated pad footings should be at feria 2 feet wide.
Continuous footings and isolated pad footings should be designed utilizing allowable bearing
pressures of 1.500 psf and 1800 psf, respectively. The allowable bearing pressures are for dead
and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other
transient loading. The recommended allowable bearing pressures may be increased by one-
third for wind and seismic loading.
The bearing soils are nom -expansive and fall within the "very low" expansion category in
accordance with Uniform Building Code (UBC) classification criteria.
If there are any questions regarding this report or the testing summarized herein, please contact
the undersigned.
Respectfully submitted
SLADDEN ENGINERI
l AN&) c�
Brett L. n 40 m too. C 45389
Principal Engineer a Exp. 913oloG ;0
Grading/lh sp CIV%V Q��P
OF CA4�F0
Copies 4/East of Madison, LLC
TEST RESULTS
PROJECT NAME; Madison Club
PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. l Date Testcd I Location ElcvationI Dry Density I % Moisture I Relative I Maximum
In Place In Place Compaction Densitv
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
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
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
04-25-05
DATE: March 2, 2006
Building Pads
Lot 8A back half
Lot 8A back half
Lot 8A front half
Lot SA 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 12A 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 15A front half
Lot 13A back Half
Lot 13A back half
Lot 13A front half
Lot 13A front half
Lot 12A front half
Lot 12A front half
992
994
992
994
992
994
992
994
991
992
993
99S
988
990
995
993
996
998
1000.5
98.5
991
993
991
993
991
993
992
994
996
998
992
994
1002.5
1004.5
109.2
104.4
106.6
105.6
109.2
101.7
109.0
104.1
100.1
106.6
106.3
98.7
105.4
106.1
106.3
103.4
98.9
107.9
101.6
108.9
98.6
100.0
103.6
98A
105.3
109.1
104.2
104.0
109.6
103.9
109.9
107.2
109.7
98.9
10.2
8.0
9.7
12.4
11.0
8.5
10.3
10.6
19.3
13.2
15.0
12.0
10.4
8.6
9.4
12.0
10.3
13.0
12.0
11.3
8.0
12.3
10.1
8.2
9.6
8.9
9.7
7.6
7.3
7.6
12.2
13.7
12.5
8.9
99
95
97
96
99
92
99
95
91.
97
97
90
96
96
92
94
90
98
92
99
90
91
94
90
96
99
95
95
99
94
99
98
99
90
110.0
110.0
1.1.0.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
120.0
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
11.0.0
110.0
110.0
Sladden Enj►lneerinx
if
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density I % MoistureRelative Ma�timum
I_ _ In Place In Place I Comnaction I Densitv
DATE: March 2.12006
995
109.7
Over -excavation
35
04-26-05
Lot 15A back half
36
04-26-05
Lot 15A back half
37
04-26-05
Lot 14A back half
38
04-26-05
Lot 14A back half
39
04-26-M
Lot 13A back half
40
04-26-05
Lot 13A back half
41.
04-26-05
Lot 12A back half
42
04-26-05
Lot 12A back half
43
04-26-05
Lot 11A back half
44
04-26-05
Lot 11A back half
45
04-26-05
Lot 10A back half
46
f 04-26-0.5
Lot 10A back half
47
i 04-26-05
Lot 9A back half
48
04-26-05
Lot 9A back half
49
04-26-05
Lot 8A back half
50
04-26-05
Lot 8A back half
51
04-26-05
Lot 8 B
52
04-26-05
Lot 8 a
53
04-26.05
Lot 6 B
54
04-26-05
Lot 6 B
55 I
04-26-05
Lot 6 B
56 +
04-26-05
Lot 6 B
57
04-26-05
I Lot 4 B
58
04-26-05
Lot 4 B
59
04-26-05
! Lot 5 B
60
04-26-05
i. Lot B
61
04-26-05
i Lot 8 A front half
62
04-26-05
Lot 8 A front half
63
04-26-05
Lot 9 A front half
64 I
04-26-05
Lot 9 A front half
65
04-27-05
Lot 13 A front half
66
04-27-05
Lot 13 A front half
67. !
I
04-27-05
Lot 13 A front half
68
04-27-05
Lot 13 A front half
69
04-27-05
Lot 13 A front half
70
04-27-05
Lot 13 A front half
71
04-27-05
Lot 13 A front half
72
04-27-05
Lot 13 A front half
73
04-27-05
Lot 13 A front half
74
04-27-05
Lot 13 A front half
DATE: March 2.12006
995
109.7
11.1
99
110.0
997
109.4
4.8
99
110.0
999
109.4
11.9
99
110.0
1001
105.8
12.0
96
110.0
1000
107.3
13.5
97
110.0
1002
103.3
7.6
94
110.0
1000
109.5
7.3
99
110.0
1000
109.6
6.1
99
110.0
995
104.7
9.6
95
1100
997
108.9
9.3
99
110.0
995
109.6
13.0
99
110.0
997
107.5
14.4
98
110.0
996
109.1
9.4
99
11010
998
108.9
7.8
1 99
110.0
996
109.9
13.8
I 99
11.0.0
998
106.9
11.7
97
110.0
993.3
99.0
21.2
90
1.10.0
994.3
103.6
10.9
94
110.0
994.6
99.9
14.3
91
110.0
996.6
108.0
9.5
98 ;
110.0
994.0
99.2
12.9
90
110.0
996.0
103.9
13.7 1
94
110.0
995.3
90.3
9.3
82*
110.0
995.3
103.4
11..3
94
110.0
996.3
99.2 I
15.8
90
110.0
994.0
105.3
12.0
96
110.0
996
109.6
8.2
99
110.0
998
109.3
8.6
99
110.0
996
107.7 I
9.7
97
110.0
998
102.1
8.4
93
110.0
994
103,9
8.8
94
110.0
996
105.4
10.1
96 t
1.10.0
990
101.8
9.3
93 j
110.0
992
106.9
11.4
97
110.0
994
104.5
8.3
95
110.0
996
105.8
13.1
96
110.0
997
108.1
11.4
98
110.0
998
106.8
10.9
97
110.0
994
106.1.
9.8
96
120.0
995
103.8
8.6
94
110.0
Sladden Engineering
�;
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
I Date Tested
Location
Elcvation
Dry Dcrtsity
In Place
% Moisturc
In Place
Rclativc
Compaction
Maximum
Density
75
04-27-05
lot 17 A front half
993.5
106.1
9.8
%
110.0
76
04-27-05
Lot 26 A front half
988
103.0
6.9
94
110.0
77
04-27-05
Lot 26 A front half
990
105.6
7.2
96
110.0
78
04-27-05
Lot 25 A front half
988
1015
8.1
92
110.0
79
04-27-05
Lot 25 A front half
990
102.8
7.9
93
110.0
80
04-27-05
Lot 24 A front half
988
100.3
9.1
91
110.0
81
04-27-05
Lot 24 A front half
990
102.5
8.0
93
110.0
82
04-27-05
Lot 8 A Back half
994.5
106.9
10.5
97
110.0
83
04-27-05
Lot 8 A Back half
9965
104.7
12.5
95
I 110.0
84
04-27-05
Lot 9 A Back half
994
107.0
11.6
97
110.0
85
04-27-05
Lot 9 A Back half
996
105.3
13.4
i 96
110.0
86
04-28-05
Lot 24 A back half
989
103.0
I 9.6
' 94
110.0
87
04-28-05
Lot 24 A back half
991
104.4
12.9
95
110.0
88
04-28-05
Lot 25 A back half
993
99.6
10.3
91
110.0
89
04-28-05
Lot 25 A back half
995
I 105.3
7.4
96
110.0
90
04-28-05
Lot 26 A back half
I
993
98.7
I 6.7
i 90
110.0
91
04-28-05
Lot 26 A back half
995
106.6
11.6
97
110.0
92
04-28-05
Lot 24 A front half
992
102.5
13.3
93
110.0
93
04-28-05
Lot 24 A front half
994
110.3
10.8
91
110.0
94
04-28-05
Lot 25 A front half
992 ;
103.6
11.5
94
110.0
95
04-28-05
Got 25 A front half
994 i
100.5
10.3
92
110.0
96
04-28-05
Lot 20 A front half
992 {
108.6
9.1
99
110.0
97
04-28.05
Got 20 A front half
994 i
109.6
6.4
99
110.0
98
04-28-05
Lot 21 A front half
992
108.7
7.1
I 99
110.0
99
04-28-05
Lot 21 A front half
994 i
102.8
5.5
I 93
110.0
100
04-28-05
Lot 22 A front half
992
107.2
5.1 I
97
110.0
101
04-28-05
Lot 22 A front half
994 I
100.6
I
11.5 I
91
110.0
102
04-28.05
Lot 26 A front half
992
109.1
9.5
99
110.0
103
04-28-05
! Lot 26 A front half
994 I
107.7 !
7.8 !
98 I
110.0
104 ,
04-28-05
Lot 24 A Back half
993
101.7
9.8
97
110.0
105
04-28-05
Lot 24 A Back half
995
105A
9.8 j
96
110.0
106 '
0428-05
Lot 25 A Back half.
996
106.8
11.3
97 i
110.0
107
04-28-05
Lot 25 A Back half
998
101.3
6.7
92 1
110.0
108
0428-05
Lot 26 A Back half
996
105.5
6.3
96
110.0
109 I
04-28-05
Lot 26 A Back half
998
100.9
7.3
92
110.0
110
04-29-05
Lot 16 A Back half
994.5
102.4
8.3
93
110.0
11.1.
04-29-05
Lot 16 A Back half
996
100.1
7.6
91
110.0
112
04-29-05
Lot 15 A Back half
996
97.0
10.8
88'°
110.0
113
04-29-05
Lot 14 A Back half
999
104.5
12.9
95
110.0
114
04-29.05
Lot 13 A Back half
999
101.8
9.0 1
93
110.0
DATE: March 2, 2006
Sladden Engineering
T
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
TEST RESULTS
PROJECT NO: 522AS 10
REPORT NO: 06-02-120
Test No, I Date Tested I Location Elevation I Dry Density I % Moisture I Relative Maximum
In Place In Place I Co=action I Densitv
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
04-29-05
04-29-05
04-29-05
04-29-05
04-29-05
04-29-05
04-29-05
Lot 21 A Back half
992.2
Lot 21 A Back half
994
Lot 20 A Back half
993.2
Lot 20 A Back half
994.5
Lot 1.8 A Back half
995.6
Retest 157
Lot 21 A Front Half
Lot 4 B Back half
997
05-02-05
Lot 21 A Back Half
05-02-05
I
Lot 21 A Back Half
05-02-05
Lot 23 A Back Half
05-02-05
Lot 23 A Back Half
05-02-05
Lot 21 A Front Half
05-02-05
Lot 21 A Front Half
05-02-05
Lot 24 A Back Half
05-02-05
Lot 24 A Back Half
05-02-05
Lot 24 A Back Half
05-02-05
Lot 24 A Back Half
05-02-05.
Lot 24 A Center
05-02-05
Lot 25 A Ccntcr
05-02-05
Lot 26 A Center
05-02-05
Lot 24 A Front Half
05-02-05 I
Lot 25 A Front Half
05-02-05
Lot 26 A Front Half
05-02-05 I
Lot 23 A Front Half
05-02-05 i
Trot 23 A front Half
05-02-05
Lot 22 A Front Half
05-02-05 I
Lot 22 A Front Half
995
996.5
993
995
996
997.5
996
997.5
998.5
999.5
994
993
994
995.5
995.5
996
994
996
995,5
996.5
142
05-03-05
Lot 20 A Front Half
996
143
05.03-05
Lot 20 A Back Half
996
144. !
05-03-05
Lot 20 A Back Half
997.5
145
05-03-05
Lot 25 A Back Half
999
146 I
05-03-05
Lot 25 A Back Half
1000
147
05-03-05
Lot 25 A Front Half
997
148
05-03.05
Lot 25 A Front Half
999
149
05-03-05
Lot 24 A Front Half
997
150 N
05-03-05
Lot 24 A Front Half
999
151 I
05-01-05
Lot 23 A Front Half
998
152 I
05-03-05
Lot 23 A Front Half
1000
153
05-03-05
Lot 22 A Back Half
997
154
05-03-05
Trot 22 A Back Half
999
DATE: March 2, 2006
99.6
99.1
103.2
102.4
94.1
106.0
107.5
102.9
101.5
108.1
103.2
107.6
103.7
106.3
100.9
104.6
101.9
106.3
105.1
105.8
101.8
106.6
105.0
106.3
100.9
104.6
101.9
95.4
107.1
104.7
103.5
101.3
99.9
108,2
99.5
99.2
106.4
101.0
104.9
109.4
10.8
11.1
8.8
10.1
12.8
9.1
12.2
17.4
9,8
7.4
13.1
9.5
6.9
14.0
12.8
15.1
13.2
14.1
12.2
13.5
10.4
13.0
11.9
14.0
12.8
15.1.
13.2
25.1
8.8
11.4
16.9
17.4
17.1
7.7
16.0
20.1
14.6
15.2
14.9
11.7
91
110.0
90
110.0
94
110.0
93
110.0
86*
110.0
96*"
110.0
98
110.0
93
f
110.0
92
110.0
98
110.0
96
110.0
98
11.0.0
94
110.0
97
110.0
92
1 110.0
95
110.0
93
110.0
97
110.0
96
110.0
96
110.0
93 I
110.0
97
110.0
95 I
110.0
97 1
110.0
92 i
1.10.0
95
110.0
93
110.0
81'°
I 110.0
97
i 110.0
95
I 110.0
94
I 110.0
92
110.0
90
110.0
98
110.0
90
110.0
90
110.0
97
i 110.0
92
110.0
95
110.0
99
110.0
Sladden Engineering ,
1,
PROJECT NAME: Madison Club
TEST RESULTS
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Toted Location Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place Compaction I Density
155
05-03-M
Lot 23 A Back Half
156
05.03-05
Lot 23 A Back Half
157
05-03-05
Retest # 142
158
05-03-05
Lot 20 A Center
159
05-03-05
Trot 21 A Center
160
05-03-05
Lot 21 A Center
161
05-03-05
Lot 22 A Center
162
05-03.05
Lot 22 A Center
163
05-03-05
Lot 23 A Center
164 .I
05-03-05
Lot 24 A Center
165
05-04-05
Lot 54 A Center
166
05-04-05
Lot 54 A Center
167
05-04-05
Lot 53 A Center
168 !
05-04-05
Lot 53 A Center
169 I
05-04-05
l of 54 A 'Front Half
170
05-04-05
Lot 54 A Front Half
171
05-04-05
Lot 53 A Front Half
172
05-04-05
Lot 2 A Back Half
173 I
05-04-05
Lot 1 A Back Half
174 i
05-04-05
I Lot 1 A Back Half
175
05-04-05
Lot 1 A Center
176
05-04-05
Lott A Center
177 i
05-04-05
Lot 2 A Center
178
05-04-05
Lot 2 A Center
1.79 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
182 1
1
05.04-05 I
Lot 1 A Front Half
183 I
05.05-05-
Lot 2 A Front Half
184 ;
05-05-05-
Lot 2 A Front Half
185
05-05-05-
Lot 1 A Front Half
186
05-05-05- I
Lot 1 A Front Half
187
05-05-05-
Lot 1 B Back Half
188
05-05-05- I
Lot 1 B Back Half
189
05-05-05 i
Lot 1 B Center
190 j
05-05-05 ;
Lot 1 B Center
191
05-05-05 j
Lot 2 B Center
192
05-05-05
Lot 2 B Center
193
05-05-05
3 8 Front Half
194
05-05-05
3 B Front Half
DATE: March 2, 2006
996
102.9
16.8
93 110.0
998
100.6
12.9
91 110.0
101.4
9.5
92** 110.0
998
103.9
12.2
94 110.0
996
99.9
13.6
91 110.0
997.5
109.7
11.3
99 110.0
995
106.3
14.1
96 j 110.0
997
107.1
15.0
97 110.0
996 i
108.7
11.3
99 110.0
998
109.1
14.2
99 110.0
988.7 I
107.7 i
6.9
98 110.0
990
99.1
14.8
90 110.0
988.3
105.8
6.7
96 110.0
9905 I
102.5 I
7.8 1
93 110.0
990 I
105.4I
6.8 1
96 11.0.0
992
101.7
10.0 I
92 110.0
987.5
105.4
8.7
96 110.0
993
106.0
8.2
96 110.0
993.5
108.1
7.8
98 110.0
995
101.3
6.6
92 110.0
993.5
108.4
7.6
98 110.0
995
99.8
11.5
90 I 110.0
991
106.4
5.8
97 j 110.0
992.5
98.9.
9.4
90 110.0
992.5
109.68.3
99 I 110.0
994
104.0
6.1
94 ; 110.0
992
108.9 i
7.7
99 j 1.10.0
993.5
105.9 i
5.9
96 Ii 110.0
992.5
109.6
8.3
94 ! 110.0
994.5
104.0
4.3
94 110.0
992
108.0
7.7
99 110.0
994
105.9
4.4
96 I 110.0
999
104.6
13.6 I
95 110.0
1001
99.3
14.5
90 110.0
1000
101.9
11.1
93 110.0
1002
102.2
12.9
93 110.0
997
105.9
13.8
96 110.0
999
100.5
11.4
91 110.0
998
109.6
11.5
99 110.0
1000
107.2
5.9
97 i 110.0
Sladden Engineering
E
PROJECT NAME: Madison Club
TEST RESULTS
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested( Location Elevation I Dry Density I % Moisture Relative Mimum
In Place In Place Compaction Den.4ity
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
05-05-05
05.05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-05-05
05-06-05
05-06.05
05-06-05
05-06-05
05-06-05
05-06-05
05-06-05
05-06-05
05-06-05
05-06-05
05.06-05
05-06-05
05-09-05
05-09-05
05-09-05
05-09-05
05-09-65
05-09-05
05-09-05
05-09-05
05-09-05
05-09-05
05-09-05
05.09-05
05-09-05
05-09-05
05-09-05
05-09.05
05-09-05
DATE: March 2, 2006
Lot 2 B •Front Half
Lot 2 B Back Half
Lot 2 B Back Half
Lot 3 B Back Half
Lot 2 A Back Half
Lot 1. A Back Half
Lot 1 A Back Half
Lot 1 A Center
Lot 1 A Center
Lot 2 A Center
Lot 2 A Center
Lot 54 A Front Half
Lot 53 A Front Half
Lot 52 A Front Half
Lot 51 A Front Half
Lot 54 A Front Half
Lot 54 A Back Half
Lot 53 A Back Half
Lot 53 A Back Half
Lot 52 A Back Half
Lot 52 A Back Half
Lot 51 A Back i -calf
Lot 51 A Back Half
Lot 18 A Front
Lot 18 A Front
Retest l 119
Lot 18 A Back
Lot 1.9 A Front
Lot 19 A Front
Lot 19 A Back
Lot 19 A Back
Lot 21 Front
Lot 21. Front
Lot 21 Back
Lot 21 Back
Lot 4 B Back
Lot 4 B Back
Lot 4 B Front
Lot 4 B Front
Lot 7 B Back
997
100.1
8.8
1000
103.1
11.4
1002
102.8
12.1
999
104.5
10.2
993
106.0
8.2
993.5
10911
7,8
995
101.3
5.4
993
108,4
7.6
995.2
99.8
11.52
991
106.4
4,5
993
98.9
9.4
993
.109.1
9.1
991.5
107.9
12.6
992
100.9
17.4
991
i 103.5
8.8
991
104.9
13.6
992.5
98.6
12.0
988.5
104.3
1.3.6
990
1.01.0
15.8
988.5
105.3
16.1
990
107.5
1.0:0
990.5
105.9
I 17:1
992
107.6
16.9
994
108.9
16.1
996
106.1
12.5
109.7.
11.5
999
107.9
13.8
996.5
106.1
8.5
997.5
102.8
8.6
991
104.9
14.1
997
106.4
14.8
998.5
106.1
13.3
999.5
105.7
12.9
998
99.1
6.1
1000
98.8
5.2
997
99.0
9.7
999
104.5
5.6
997
105.6
7.7
999
705.1
7.8
996
104.1 i
9.0
91.
110.0
99
110.0
93
110.0
95
1.1.0.0
96'
110.0
99
110.0
92
110.0
98
110.0
90
110.0
97
110.0
90
! 110.0
99
i 110.0
98
110.0
92
110.0
94
110.0
95
I 110.0
90
110.0.
95
110.0
92
110.0
96
110.0
98 A
110,0
96
110.0
98
110.0
99
110.0
96
110.0
99""
110.0
98
110.0
96
110.0
93
110.0
95 i
110.0
97 ;.
110.0
96 !
110.0
96 i
110.0
90 '
110.0
90
110.0
90
110.0
95
110.0
96
110.0
95
110.0
95
110.0
Sladden Englneering
1
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum
In Place I In Place I Compaction I ' Density
235 I
05-09-05
236
05-09-05
237
05-09-05
238 I
05-09-05
239
05-09-05
Lot 7 B Back
Lot 7 B Front
Lot 7 B Front
Lot 8 8 Front
Lot 8 B Front
240 1
05-10-05
Lot 44 A Front
241
05-10-05
Lut-45 A Front
242
05-10-05
Lot 46 A Front
243
05-10-05
Lot 51 A Front
244
05-10-05
Lot 51 A Front
245
05-10-05
Lot 52 A Front
246
05-10-05
Lot 52 A Front
247
05-10-05
Lot 53 A Front
248 1
05-10-05 1
Lot 53 A Front
249 i
05-10-05 ;
Lot 54 A Front
250
05-10-05
Lot 54 A Front
251
05-10-05
Lot 54 A Back
252
05-10-05
Lot 54 A Back
253
05.10-05
Lot 53 A Back
254
05-10-05 '
Lot 53 A Back
255
05-10-05
Lot 52 A Back
256 1
05-10-05
Lot 52 A Back
257
05-10-05
Lot 89 B Back
258
05-10-05
Lot 89 8 Rack
259
05-10-05
Lot 90 B Back
260
05-10-05
Lot 9013 Back
261
05-10-05
Lot 91 B Back
262
05-10-05
Lot 91 B Back
263
05-10-05
Lot 4 B Back
264 i
05-10-05
Lot 3 B Front
265
05-11-05
266 I
05-11-05
267.105-11-05
13.7
268 {
05-11-05
269.
05-11-05
270 i
05-11-05
271 !
05-11-05-
272
05-11-05
273
05-11-05
274
05-11-05
DATE: March 2, 2006
Lot 4 B Front
Lot 4 B Front
Lot 4 B Front
Lot 3 B Front
Lot 3 B Front
Lot 3 B Front
Lot 4 B Back
Lot 4 B Back
Lot 4 B Back
Lot 3 B [lack
994
103.9
8.6
996
107.7
13.7
994
103.2
5.3
994
98.9
7.6
996
1.03.6
8.3
991
104.6
11.9
991.5
I 100.5 I
13.8
991.5
94.1
1.3.5
993
i 101.1
16.9
995
99.6
11.2
994
104.5
16.5
996
103.5
10.6
993.5
108.8
14.8
995
108.0
13.3
993.5
109.2 I
17.0
995
108.9
13.0
993.5
108.7
17.2
995
108.4
16.0
993
102.7
11.9
995 I
99.1
8.5
994 I
108.0
13.2
995.5
108.1
11.3
984.5
100.5
14.3
986
104.4 I
13.1
985
1.04.5
14.8
987
109.7
6.3
982
104.6
12.8
984
108.1 i
11.3
1003
98.9
12.7
1001
107.3
i
6.8
1003
104.3 j
9.9
1004
109.5 ;
4.0
1005
103.2 i
13.9
1003.5 Ii
106.5
16.1
1004.2 +
109.5
11.6
1005.5
108.0
7.0
1004
107.7
7.3
1005.5
109.8
5.4
1007
104.4
5.8
1003
106.6
11.4
94 110.0
98 110.0
99 ( 110.0
91 110.0
94 110.0
95 110.0
91 110.0
86* 110.0
92 110.0
90 110.0
95 110.0
94 110.0
99 11.0.0
98 110.0
99 110.0
99 110.0
99 110.0
99 1 110.0
93 110.0
90 110.0
98 110.0
98 110.0
91. 110.0
95 110.0
95 110.0
99 110.0
95 110.0
98 110.0
90 110.0
97 110.0
95 110.0
99 110.0
96 110.0
97 11.0.0
98 110.0
96 110.0
98 110.0
99 110.0
95 110.0
97 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation Dry Density % Moisture Relative I Maximum
In Place in Place C ommaction Density
275
05-11-05
Lot 3 B Back
1004
108.3
9.1
98
110:0
276
05-11-05
Lot 3 B Back
1005.5
107.9
7.0
98
110.0
277
05-11-05
Lot 46 A Front
993
100.9
6.3
92
110.0
278
05.11-05
Lot 49 A Back
898
107.1
10.2
97
110.0
279
05-11-05
Lot 49 A Back
991
108.1
8.5
1 98
j 110.0
280
05-11-05
Lot 50 A. Back
989.5
1.01..5
16.3
' 92
110.0
281 i
05-11-05
Lot 50 A Back
991
107.4
7.4
98
110.0
282 1
05-11-05
Lot5l A Back
991
1.09.6
9.8
99
110.0
283
05-11-05
Lot 51 A Back
993
101.6
9.3
92
110.0
284
05-11-05
Lot 44 A Back
991
103.9
13.0
94
110.0
285
05-11-05
Lot 48 A Front
991
105.1
11.4
96
110.0
286
05-11-05
Lot 48 A Front
992
100.9
10.2
92
110.0
287
05-11-05
Lot 49 A Front
991
102.8
9.9
93
110.0
288
05-11-05
Lot 49 A Front
992
101.0
10.4
92
110.0
289
05-11-05
Lot 50 A Front
992
I 101.8
11.0
93
110.0
290
05-11-05 i
Lot 50 A Front
993
j 100.5
8.7
91
110.0
291
05-11-05 1
Retest # 242
991.5
1 101.4
9.0
92""
110.0
292
05-1.2-05
Lot 50 A Back
993
107.6
12.5
98
110.0
293
05-12-05
Lot 50 A Back
994.5
109.2
9.1
! 99
I 110.0
294
05-12-05 1
Lot 49 A Back
991
105.1
13.1
95
110.0
295 I
05-12-05 i
Lot 49 A Back
993
104.4
13.9
95
I 110.0
296
05-12-05
Lot 51 A Front
997
108.9
10.5
j 99
1.10.0
297
05.12-05
Lot 51 A Front
999
105.9
1.0.6
96
i 110.0
298
05-12-05
Lot 54 A Front
997.5
104.0 i
14.1
95
110.0
299
05-12-05 1
Lot 54 A Front
999.5
100.5 I
5.1
92
110.0
300
05-12-05
Lot 53 A Front
997
106.4
14.8 j
97
110.0
301
05-12-05 '
Lot 53 A Front
999
98.9
11.2 I
90
110.0
302 I
05-12-05 '
Lot 53 A Back
994.5
107.6
12.7
98
110.0
303 !
05-12-05
Lot 53 A Back
996.5
106.5 1
13.4
97
110.0
304
05-12-05
Lot 54 A Back
997
108.3
8.7
98
110.0
305
05-12-05
Lot 54 A Back
998.5 I
99.3
12.5
90
110.0
306 1
05-12-05
Lot 1 A Back
996
100.8 1
10.4
92
110.0
307
05-12-05
Lot 2 A Back
995
101.3 i
11.2
92
110.0
308
05-12-05
Lot 2 A Front
996
99.5
9.0
99
110.0
309 1
05-12-05
Lot 52 A Front
996 .
106.1
14.3
96
110.0
310 I
05-12-05
Lot 49•A Front
992.5 I
105.3
12.5
96
110.0
311
05-12-05
Lot 50 A Front
994
103.8
10.9
94
110.0
312
05-12-05
Lot 31 A Front
991.5 I
100.3
10.6
91.
110.0
313
05-12-05
Lot 31 A Front
9925
103.5
10.4
94
110.0
314
05-12-05
Lot 30 A Front
991
102.1
8.7
93
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative Maximum
In Place In Plaec I Comoacdon Density
315 05-13-05
316 05-13-05
317 05-13-05
318 05-13-05
319 05-13-05
320 05-13-05
321 05-1.3-05
322 05-13-05
323 05-13-05
324 05-13-05
325 05-13.05
326 05-13-05
327 I 05-13-05
328 05-13-05
329 I 05-13-05
330 I 05-13-05
331 I 05-13-05
332 I 05-13-05
333 05-13-05
334 ; 05-13-05
I
335: 05-16-05
336 05-16-05
337 05-16-05
338 05-16-05
339 05-16-05
340 ; 05-16-05
341 05-16-05
342 05-16-05
343 05-16-05
344 05-16.05
345 i 05-16-05
346 s 05-16-05
347 i 05-16-05
348 ' 05-16-05
349 I ' 05-16.05
350 05-16-05
351 05-16-05
352
353
354
05-17-05
05-17-05
05-17-05
DATE: March 2, 2006
Lot 2 B Front
Lot 2 B Center
Lot 2 B Front
Lot 1 B Front
Lot 18 Front
Lot 1 B Center
:Lot 1 B Back
Lot 1 B Back
Lot 1 8 Center
Lot 2 B Back
Lot 2 8 Back
Lot 2 B Center
Lot 17 A Back
Lot 17 A Back
Lot 17 A Center
Lot 33 A Front
Lot 32 A Center
Lot 32 A Center
Lot 14 A Back
Lot 13 A Back
Retest # 112
Lot 15 A Back
Retest # 333
Lot 14 A Back
Lot 14 A Center
Lot 13 A Back
Lot 13 A Back
Lot 13 A Center
Lot 15 A Front
Lot 15 A Front
Lot 15 A Ccntcr.
Lot 14 A Front
Lot 14 A Front
Lot 15 A Center
Lot 13 A Front
Lot 13 A Front
Lot 13 A Front
Lot 17 A Center
Lot 16 A Back
Lot 15 A Back
1001 !
1001
1003
1001.5
1003
1001
1003.5
1005
1003
1002 !
1003.5
1003
998
1000
998
999 i
i
990 i
990 I
998
998
998.5
1002.5
1001
1001
1003
1001.5
998
1000
99&5
1001.5
1003.5
1001
1000
1002
1000
999
1002
1000
100.4
104.5
100.0
105.9
101,5
103.2
101.5
99.2
104.5
102.0
104.6
104.1
103.7
98.7
1.06.5
101.8
108.6
100.8
95.1
104.4
109.5
106.8
99.2
102.3
104.6
104.1
100.4
103.1
108.7
99.3
106.0
103.8
101.9
104.4
101.0
104.9
106.8
109.1.
107.5
103.0
14.6
12.1
13.2
16.4
11.2
13.0
14.3
12.9
11.3
11.6
8.1
9.5
7.7
9.4
10.1.
14.3
8.9
10.5
18.1
11.0
10.9
10.3
17.4
11.9
10.2
17.9
8.5
10.5
13.2
9.4
10.1
18.0
15.4
11.3
16.7
12.1
10.9
10.9
12.0
10.6
91
95
91
96
92
94
92
90
95
93
95
95
94
90
97
93
99
92
86w
95
99**
97
90**
93
95
95
91
94
99
90
96
94
93
95
92
95
97
99
98
94
110.0
110.0
110.0
110.0
110.0'
110.0
110.0
110.0
1.1.0.0
110.0
11.0.0
110.0
110.0
110.0
110.0
110.0
110.0
U0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested j Location Elevation I Dry Density I % MoistureI Relative I Maximum
f In Place In Place Compaction Density
355
05-17-05
Lot 15 A Front
3%
05-17-05
Lot 16 A Front
357
05-17-05
Lot 10 A Back
358
05-17-05
Lot 10 A Back
359
05-17-05
Lot11 A Back
360
05-17-05
Lot 11 A Back
361
05-17-05
Lot 9 A Front
362
05-17-05
Lot 10 A Front
363
05-17-05
Lot 37 A Back
364
05-17-05 I
Lot 37 A Front
365
05-17-05
Lot 37 A front
366 i
05-17-05
Lot A Back
367 j
05-17-05 i
Lot A Back
368 i
05-17-05 I
Lot A Back
369 1
05-17-05
Lot 9 A Back
370 !
05-17-05
Lot 36 A Front
371
05-17-05
Lot 36 A Front
372
05-17-05
Lot 35 A Front
373
05-17-05
Lot 35 A Front
374
05-17.05
Lot 16 A Center
375
05-17-05
Lot 15 A Center
376
05-17-05
Lot 17 A Center
377
05-18-05
Lot 18 A Center
378 ':
05-18-05
Lot 18 A Center
379
05-18.05
Lot 19 A Front
380 I
05-18-05
Lot 19 A Front
381
05-18-05
Lot 20 A Front
382
05-18.05
Lot 20 A Front
383
05-18-05 I
Lot 14 A Front
384
05-18-05 1
Lot 14 A Front
385
05-18-05
Lot 1.1 A Front
386
05-18-05
Lot 11 A Front
387
05-18-05 1
Lot 17 A Back
388
05-18-05 j
Lot 17 A Back
389
05-18-05 ;
Lot 18 A Back
390
05-18-05 !
Lot18 A Back
391
05-18-05
Lot 19 A Back
392
05-18-05
Lot 19 A Back
393
05-1805
Lot 20 A Back
394
05-18-05
Lot 20 A Back
395
05-18-05
Lot 17 A Front
DATE: March 2, 2006
1000
106.4
9.5 97
110.0
999
105,3
1.1,7 96
110.0
999
108.1
12.4 98
110,0
1001
I 106.7
13.0 97
i 110.0
999
' 105.9
7.1 96
110.0
1001
107.8
11.4 98
110.0
999
107.7
8,1 98
110.0
998.5
105.7
13.4 96
110.0
990
102,3
14.3 _ 93
110.0
990
103.3
11.6 94
1 110.0
992
104,1..
1.0.9 95
i 110.0
998.5
104.7
15.8 95
110.0
1000.5
106.5
11.3 97
110.0
998
104.1
13.8 I 95
110.0
.1000
102.0
12,0 ' 93
110.0
990.5
100.6
12,1 91
110.0
9915 I
101.4
11.3 92
110.0
990
102.5
10.6 93
110.0
991
103.8
10.4 94
, 110.0
1000
105.0
125 95
110.0
999.5
104.4
13,2 95
110.0
1000
106.3
13.8 97
110.0
99.5
1.07.9
I
8.0 98
110.0
1000
98.5
12.7 ': 90
110.0
998.5
108.7
9.7 90
110.0
1000 I
105.3
13.1 96
110.0
998 I
103.6
9.3 j 96
110.0
1000
106.6
10.8 96
110.0
999
107.2
14.6 97
110.0
1001
109.0
10.6 99
110.0
997.5
105.6
11.3 96
110.0
999
107.0
10.6 97
110,0
998.5
104.06
9.9 95
110.0
1000.5
104.4
16.3 95
110.0
999.0
106.6
8.0 97
110.0
999.5
100,6
16.4 94
110.0
997.5
103.6
.15.3 94
110.0
999.5
101.1
15.0 92
110.0
998.0
107.2
1.1.9 97
110.0
1000
107.5
9.7 98
110.0
997.5
].06.4
14.4 97 1
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME, Madison Club
LOCATION: U Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tact No. Date Tcsted Location Elevation Dry Denmily % Moisture I Relative[Maximum
In Place In Place Compaction Density
396 05-18-05
397 05-18-05
398 05-18-05
399
05-19-05
400
05-19-05
401 '
05-19-05
402
05-19-05
403
05-19-05
404
05-19-05
405
05-19-05
406 i
05-19-05
407
05-19-05
408 I
05-19-05
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
DATE:
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-20-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
05-23-05
March 2, 200(
Lot 17 A Front
Lot 8 A Front
Lot 8 A Front
Lot 1 A Front
Lot 1 A Front
Lot 105 Back
Lot 104 Back
Lot 103 Back
Lot 105 Center
Lot 104 Center
Lot 103 Center
Lott A Front
Lot 2 A Front
I,ot 22 A Back
Lot 23 A Back
Lot 18 A Front
Lot 22 A Front
Lot 22 A Front
Lot 23 A Front
Lot 25 A Back
Lot 26 A. Back
Lot 22 Center
Lot 23 Center
Lot 102 B Back
Lot 103 B Back
Lot 104 B Back
Lot 105 B.Back
Lot 54 A Front
Lot 54 A Front
Lot 54 A Back
Lot 54 A Back
Lot 53 A Back
Lot 53 A Back
Lot 54 A Front
Lot 54 A Front
Lot 53 A Front
Lot 53 A Front
Lot 52 A Front
Lot 52 A Front
999.5
997
998.5
996
998
983
982
982
983
982
982
997
9985
1001
1001
998
998.5
1001
1001
1001
1001.5
995.5
1000
983
984
984
984
1001
1002
1000.5
1001.5
998.5
1000.5
1000
1001.5
1000
1001.5
998
1000
102.4
105.4
103.9
104.7
1.04.8
104.1
105.0
105.7
103.2
102.9
104.1
105.4
104.0
106.8
105.1
107.7
104.5
94.1
95.3
97.2
965
102A
103.6
11.8
14.0
13.3
15.9
11.6
16.9
8.9
13.0
11.8
10.1
10.8
16.9
14.2
15.2
13.7
9.6
14.5
20.1
I 19.4
j 21.4
18.4
106.2
I 15.6
1015
105.6
106.1 i
102.7
108.1
104.0
103.3
104.5
104.1
102.9
109.7
101.9
102.5
101.0
108.1
100.3
14.8
13.4
12.3
20.4
13.9
12.8
14.1
13.2
11.6
12.0
7.5
11.0
16.6
12.9
13.2
11.6
93
96
94
95
95
95
95
95
95
94
95
96
95
97
95
98
95
86"'
87*
88"
80*
93
94
92
96
96
93
98
94
94
95
95
93
93
91
91
90
96
90
110.0
110.0
110.0
110.0
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
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
110.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROTECT NO: 522-4$10
REPORT NO: 06-02-120
Tcst No. Date Tested Location Elevation I Dry Density I I % Moisture Relative I Maximum
In Place In Place Compaction Density,
435
05-23-05
Retest # 413
104.7
14.2
93**
112.0
436
05-23-05
Lot 22 A front
1003
106.3
14.0
95
112.0
437
05-23-05
Retest # 414
101.9
17.2
91**
112.0
438
05-23-05
Lot 23 A Front
1003
103.9
18.0
93
112.0
439
05-23-05
Retest # 415
108.5
7.8 1
97**
112.0
440
05-23-05
Lot 25 A back
1001 !
i
100.9
22.1 I
90
112.0
441
05-24-05
Lot 52 A Back
997-9
109.3
9.5
98
112.0
442
05-24-05
Lot 51 A Back
995
108.7
8.8
97
112.0
443
05-24-05
Lot 52 A Center
997
105.1
1
9.9
94
112.0
444
05-24-05
J Lot 51 A Center
995
103.8
10.6
93
112.0
445
05-24-05
I Lot 104 B Front
983
103.9
11.4
93
112.0
446
05-24-05
j Lot 103 B Front
983
106.2
r
. 8.1
96
i 110.0
447
05-24-05
; Lot 103 B Front
984.5
108.3
7.7
97
112.0
448
05-24-05
Lot 102 B Front
982
100.8.
11.9
92
( 110.0
449
05-24.05
Lot 102 B Front
983.5
101.9
13.1
93
i 110.0
450
05-24-05
I Lot 10113 Front
981.5
99.9
16.5
91
110.0
451
05-24-05
Lot 101 B Front
983
106.1
8.1
95
112,0
452
05-24-05
Lot 103 B Center
984
103.3
9.4
92
I 112.0
453
05-24-05
Lot 102 8 Center
984
105.8
10.1
94
( 112.0
454
05-24-05
Lot 101 B Center
982.5
102.4
8.8
93
110.0
455
05-25-05
I Lot 50 A Front
996 i
100.4
16.8
91
110.0
456
05-25-05
i Lot 50 A Front
997
102.5
13.3
93
110.0
457
05-25-05
i Lot 51 A Front
1000
104.4
1.4.8
95
110.0
458 t
05-25-05
j Lot 51 A Front
1000.5
106.1
12.9
96
I 110.0
459 i
05-25-05
Retest # 416
I
I
94.3
22.1* 1
86**
110.0
.460 1
05-25-05
Lot 26 A Front
999.5
95.6
18.4* !
82*
110.0
461 1
05-25-05
Lot 27 A Front
996
�
101.3
16.6 1
92
110.0
462
05-25-05
Lot 27 A Front
998
103.1
14.0
94
110.0
463
05-25-05. ;
Lot 1 B Back
1005
'
106.2
1.0.9 {'
95
' 112.0
464 !
05-25-05 1
Lot 1 8 Back
1007
I
107.6
7.0 1
96
; 112.0
465 j
05-25-05 I
Lot 1 B Front
1.005
i
105.1
13.4 I
94
I 112.0
466 i
05-25-05 1
Lot 2 B Front
1005.5
105.9
16.9 I
95
112.0
467
05-25-05 1
Lot 2 B Back
1005
102.0
17.1
93
110.0
468
05-25-05
Lot 51 A Front
1001
100.2
1.6.3
91
! 110.0
469
05-25-05
Lot 51 A Center
1001.5
108.7
6.4
97
112.0
470
05-25-05
Lot 50 A Front
996
107.8
9.7
98
110.0
471
05-25-05
Lot 50 A Front
998
103.2
13.0
94
110.0
472
05-25-05
Lot 49 A Front
994.5
105.1
13.2 ,
95
110.0
473
05-25-05
Lot 49 A Front
996.5
104.5
12.1
95
110.0
474
05-25-05
Lot 51 A Back
997
101.0
15.1
92
110.0
DATE: March 2, 2006
Sladden .Enzineerinz
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested I Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place I Compaction Dcnsity
475
05-25-05
Lot 51 A Back
999
102.6
12.1
93
110.0
476
05-25-05
Lot 27 A Back
9985
107,1
6.8
96
112,0
477
05-25-05
Lot 27 A Back
990
102.1
11.9
93
110.0
478
05-25-05
Lot 28 A Back
988
106,9
7.1
95
112.0
479
05-25-05
Lot 28 A Front
992
100.1
7.4
91
110.0
480
05-26-05
Lot 2 A Back
997
106.5
16.4
95
112,0
481
05-26.05
Lott 2 A Back
999
101.3
i 12.4
90
112.0
482
05-26-05
Lot -1 A Back
998
109.1
9.8
97
1012.0
483
05-26-05
Lot 1 A Back
1000
104,2
12.1
93
112.0
484
05-26-05
Lot 47 A Back
991.5
104.0
10.6
93
112.0
485
'05-26-05 i
Lot 48 A Back
995
106.2
6.3
95
112.0
486
05-26-05 I
Lot 49 A Back
995
108.9
13.0
97
1.12.0
487
05-26-05
Lot 50 A Back
996.5
109.4
12.3
98
112.0
488
05-26.05
Lot 47 Center
992
1 103.7
11,2
93
112.0
489
05-26-05 '
Lot 48 Center
994.5
1 102.9
8.9
92
112.0
490
05-26.05 '
Lot 49 Center
994
106.1.
10.1
95
112.0
491
05-26-05 j
Lot 50 Center
995.5
104.0
9.3
93
112.0
492
05-27-05 i
Lot 31 A Back
994
100.7
10.0 i
90
j 1.12.0
493
05-27-05 ;
Lot 34 A Front
993
109.4
6.2
98
112,0
494
05-27-05
Lot 33 A Front
993
107.6
11.8
96
112.0
495
05-27-05
Lot 32 A Front
992.5
103.9
8.3
93
112,0
496
05-27-05
Lot 31 A Front
994.5
101.3
9.1
90
112.0
497
05-27-05
Lot 31 A Center
992.5
102A
7.9
91
1.12.0
498
05-27-05
Lot 32 A Center
992
105.5
10.3 i
94
I 112,0
499
05-27-05
Lot 33 A Ccntcr
993
107.2 I
9.0 1
96
112.0
500
05-27-05
Lot 34 A Center
993
104A
11.4
93
I 112.0
501
i
I 05-31-05
Lot 34 A Back
995
108.3
8.9
97
i 112.0
502
1 05-31-05
Lot 34 A Back
997
104.1
9.3 ;
93
I 112.0
503
1 05-31-05
Lot 32 A Back
994.5
103.6
8.4 1
93
112,0
504 I
05-31-05
Lot 32 A Back
996.5
101.9
10.1.
91
112.0
505
05-31-05
Lot 31 A Back
996
104.1
9.0
93
112.0
506
05-31-05
Lot31 A Back
997
105.3
11,1
94
112,0
507
05-31-05
Lot 29 A Back
996
104.9
10.5
94
112.0
508
05-31-05
Lot 29 A Back
997
103.0
8.7
92
112.0
509
05-31-05
Lot 10 Front
1007
105.4
13.3
94
112.0
510
05.31-05
Lot 1 B Back
1007
102.1
16.5
91
112.0
511
05-31-05
Lot 5 B Back
997.5
104.8
14.1
94
112,0
512
05-31-05
Lot 5 B Back
999
101.6
10.9
93
I 112.0
513
05-31-05
Lot 33 A Center
994.5
108.4
8.6
97
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California.
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative Maximum
In Place I In Place Compaction Dcnsity
514
$15
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531:
532
533
534
535
536
537
538 i
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
05.31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
05-31-05
06-01-05
06-01-05
06-01-05
06-01-05
06-01.-05
06-01-05
06-01-05
06-01-05 ,
06-01-05
06-01-05
06-01-05
06-01-05
06-01-05
06-01-05
06-01-05
06-01-05
Lot 33 A Center
Lot 32 A Center
Lot 32 A Center
Lot 33 A Hack
Lot 30 A Back
Lot 30 A Back
Lot 31 Center
Lot 2 B Back
Lot 2 B Front
Lot 6 B Back
Lot 6 B Back
Lot 34 A Back
Lot 33 A Back
Lot 32 A Back
Lot 34 A Back
Lot 34 A Hack
Lot 33 A Back
Lot 33 A Back
Lot 32 A Back
Lot 32 A Back
Lot 48 A Back
Lot 48 A Hack
Lot 48 A Front
Lot 50 A Front
Lot 33 A Center
I..ot 31 A Center
Lot 34 A Center
06-02-05
Lot 34 A Front
06-02-05
I Lot 34 A Front
06-02-05
I Lot 31 A Front
06.02-05
i Lot 31 A Front
06-02-05
i Lot 33 A Back
06-02-05
Lot 33 A Back
06-02-05
i Lot 31 A Back
06-02-05
Lot 31 A Back
06-02-05
I Lot 33 A Front
06-02-05
Lot 33 A Front
06-02-05
Lot 32 A Front
06-02-05
Lot 32 A Front
06-02-05
Lot 32 A back
DATE: March 2, 2006
996
994
996
992
994
996
994.5
1007
1007
998
1000
991
991
990.5
993
994
993.5
994.5
993
994.5
997 .
999
992
994
993.5
994
994
995
996.5
996.5
998
996.5
998
998
999.5
993
995
994
996
997.5
105.5
7.1
94
106.2
8.5
95
106.6
9.0
95
107.2
6.7
96
107.5
1 11.2
96
107.0
( 14,4
96
103.8
10.5
93
100.1
1.6.8
91
105.7
13.7
94
107.6
5.3
96
105.9
8.7.
95
103.3
8.5
92
102.4
8.1
! 91
104.1
9.0
93
100.6
9.1
90
1.02.1.
.83
91
103.7
10.6
93
101.0
8.8
90
101.9 '
10.1
91
106.8
9.0
90
106.5 I
7.4
95
105.6
5.9
94
108.5
8.1
I . 97
102,5
8.7
92
102.9
9.9
1 92
104.6
11.4 I
93
103.3
10.0
92
108.1 i
14.8
97
108.4
12.7
97
105.1 I
12.0 I
94
101.1
13.2
90
106.3 I
11.5
95
102.8
13.1
92
107.6 I
12.8
96
108.2 j
13.0
97
109.9 !
10.7
98
103.3 I
11.4
92
101.4 j
15.7
91
106.5
6.8
95
106.0 j
12.2
95
112,0
112.0
112.0
112.0
112.0
112.0
112.0
110.0
1.1.2.0
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
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112,0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. j Date Tested Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place Compaction Density
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
06-02-05
06.02-05
06-02-05
Lot 32 A Back
Lot 34 A Back
Lot 34 A Back
06-03-05
Lot 47 A Back
06-03-05 '
Lot 47 A Front
06-03-05 I
Lot 46 A Front
06-03-05
Lot 46 A Back
06-03-05 !
Lot 45 A Back
06-03-05 I
Lot 45 A Front
06-03-05
Lot 42 A Front
06-03-05
Lot 42 A Front
06-03-05 ►
Lot 41 A Front
06-03.05
Lot 42 A Back
06-03-05
Lot 43 Back
06-03-05
Lot 44 A Back
06.03-05
Lot 44 A Front
06-03-05
Lot 41 A Front
06-03-05
Lot 42 A Front
06-03705
Lot 41 A Back
06-03-05
Lot 42 A Back
06-03-05
Lot 43 A Back
06-03-05
Lot 44 A Back
06-03-05 I
Lot 44 A Front
577 I
06-06-05
578
06.06-05
579
06-06-05
580
06-06-05
581
06-06-05
582 i
06-06-05
583 !
06-06-05
584
06-06-05
585
06-06.05
586:
06-06-05
587 i
06-06-05
588 1
06-06-05
589 '
06-06-05
590
06-06-05
591
06-06-05
592
06-06-05
593
06-06-05
DATE: March 2, 200
Lot 41 Front
Lot 41 Front
Lot 41 Center
Lot 43 Front
Lot 43 Front
Lot 43 Center
Lot 44 Front
Lot 44 Front
Lot 44 Center
Lot 43 Back
Lot 43 Center
Lot 41 Back
Lot 41 Back
Lot 41 Center
Lot 42 A Front
Lot 42 A Front
Lot 42 A Center
999
997
998
991
991
9915
992
991.5
991.5
992
993
989
991
992
993
992
991
994
992
993
993.5
994
993.5
107.3
106.5
104.0
106.6
104.5
103.8
101.6
105.1
102.6
106.6
103.0
102.2
108.4
101.6
106.3
108.0
101.3
102.1
105.1
100.5
104.5
103.8
106.0
993
105.1
995 ,
107.1
992.5
103.5
991. J
103.6
993
101.0
991.5
106.3
995
101.3
996 j
105.9
994
104.0
995
1.05.2
994.5
107.2
994
109.0
996
101.5
994
103.3
993.5
108.4
994.5
103.0
994
101.4
10.6
13.6
10.5
9.9
11.3
10.1
13.9
8.3
12.2
10.5
9.1
6.3
9.7
16.5
6.7
6.0
17.0
14.8
14.5
16.0
17.1
15.9
15.3
14,9
12.6
11.8
17.6
17.2
12.7
18.3
14.2
13.1
1.5.5
12.6
13.9
14.2
10.9
15.8
14.4
16.6
96
95
93
95
93
93
91
94
92
95
92
91
97
91
95
96
90
91
94
90
93
93
95
94
96
92
93
90
95
90
95
93
94
96
97
91
92
97
92
91
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
i 112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
1..12.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club - The Hideaway PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation f Dry Density % Moisture I Relative I Maximum
In Place In Place I Compaction 1 Densitv
594
06.06.05
trot 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 I
06-07.05
Lot 38 A Front
991
103.4
601 I
06-07-05
Lot 39 A Back
991
105.3
602
06-07-05
Lot 39 A Front
990.5
101.4
603
06-07-05
Lot 39 A Back
991
I 104.0
604
06-07-05
Lot 40 A Front,
'991
106.7
605
06-07-05
Lot 40 A Back
9905 ;
102.2
606
06-07-05
Lot 40 A Front
992.5
105.4-
607
06-07-05
Lot 40 A Back
992
105.1
608
06-07-05
i No Test
609
06-07-05
No Test
610
06-07-05
I Lot 40 A Back
994
109.4
611 I
06-07-05
Lot 40 A Back
995
94.8
612 I
06.07-05
Lot 39 A Back
993.5
106.9
613
06-07-05
i Lot 39 A Back
994.5
98.0
614 I
06-07-()5
Lot 38 A Back
993.
97.6
615
06-07-05
Lot 38 A Back
994
96.2
616
06-07-05
I Lot 37 A Back
993
98.4
617
06-07-05
' Lot 37 A Back
994
95.0
618
06-07-05
j Lot 36 A Back
993.5
93.2
619
06-07-05
Lot 36 A Back
994.5
96.7
620 I
06-07-05
Lot 36 A Front
993.5
965
621
06-07-05
Lot 36 A Front
995
96.1
622 '
06-07-05
Lot 36 A Center
993.5
102.4
623
06-07-05
Lot 37 A Front
994
90.8
624
06-07-05
j Lot 37 A Center
993'
94.0
625
06-07-05
Lot 38 A Front
992.5
104.8
626
06-07-05
Lot 38 A Front
994
106.1
627
06-07-05
Lot 38 A Center
994
102.9
628
06-07-05
I Lot 39 A Front
993
95.1
629
06-07-05
Lot 39 A Front
994.5
94.3
630
06-07-05
Lot 39 A Center
994
83.7
631
06-07-05
Lot 40 Front
994
97.8
632 f
06-08-05
Retest # 611
103.1
633
06-08-05
Retest # 631
105.3
DATE: March 2, 2006
15.3
10.9
11.7
14.5
10.9
11.3
11.1
10.6
12.9
11.8
13.1
10.2
9.3
10.0
11.4
15.2
13.8
16.0
20.1
18.9
21.9
22.6
215
20.3
23.2
21.3
16.6
24.7
21.8
15.5
14.0
16.2
19.9
22.0
21.2
20.5
17.5
14.0
91 112.0
93 112.0
95 112.0
95 112.0
92 112.0
93 112.0
92 1.12.0
94 112.0
91 112,0
93 112.0
95 112.0
91 112.0
94 112.0
94 112.0
98 112.0
85* 112.0
90 112.0
88" 112.0
80* 112.0
86* 112.0
88"
85* 112.0
83" 112.0
86* 11.2.0
86* I 112.0
86* 112.0
91 112.0
.81" 112.0
84* 112.0
94 112.0
95 11.2.0
92 112.0
85* 112.0
84* 112.0
84* 112.0
87* 112.0
92'* 112.0
94" i 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
PROJECT NO: 522-4$10
LOCATION: La Quinta, California REPORT N006-02-120
Test No.I Date Tested Location Elevation Dry Density % Moisture I Relative Maximum
In Place I In Place Compaction I Densitv
634
06-08-05
Retest 0 613
101.2
16.9
90**
112.0
635
06-08-05
Retest # 628
104.1
15.3
93""
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
950*
112.0
638
06.08-05
Retest # 614
i
107.1
14.2
96*."
112.0
639
06.08-05
Retest # 615
,
103.6
13.9
93**
112.0
640
06.08-05
Retest # 616.
105.2
16.2
94'x'
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 M9°
112.0
643
06.08-05
Retest # 619
97.0
24.2
87*
112.0
644
06-08-05
Retest # 623
103.4
16.8
92Ma°
112.0
645
06-08-05 I
Retest # 624
102.2
18.0 '
91**
11.2.0
646
06-08-05
Retest # 620
100.9
17.0 1
90"*
112.0
647 I
06-08-05
Retest # 621
101.6
16.5
91**
112.0
648 i
06-08.05
Lot 7 B A Front
998
1.09.1
13.5
97
112.0
649 !
06-08-05 I
Lot 7 B A Front
1000
102.0
18.1
91
I 112.0
650
06-08-05
Lot 6 B Back
998
103.2
14.4
92
112.0
651
06-08-05 j
Lot 6 B Back
1000
100.8
12.1
90
I 112.0
652 I
06-08-05
Lot 5 B Front
1001
99.6
12.7
91
110.0
653 I
06-08-05 1
Lot 5 B Front
1003
99.8
17.6
91
110.0
654
06-08-05
Lot 6 B Front
1002
101.3
11.0
90'
112.0
655 (
06-08=05
Lot 6 B Front
1003
104.9
13.1
94
112.0
656 !
06.08-05 `
Lot 7 B Back
998 I
102.2
16.0
91
112.0
657 i
06.08-05 i
Lot 7 B Back
999 i
102.8
14.7
92
112.0
658
06-08-05 !
Lot 5 B Back
999.5
101.4
12.9
91 I
112.0
659 i
I
06-08.05
�
Lot 5 B Back
1000.5 ;
I
100.1.
14A
91.
110.0
660 j
i
06-09-05
Lot 35 A Front
!
993 !
99.0
10.9
90
110.0
661 i
06-09-05
Lot 35 A Front
995 �
102.9
15.1
92
112.0
662
06-09-05
Lot 33 A Front
997
108.7
13.2
97
112.0
663 !
06-09-05
Lot 32 A Front
998 i
107.3
10.3
96
112.0
664:
06-09-05
Lot 30 A Front
993 i
1.01.2
15.2
92
110.0
665
06-09-05
Lot 30 A Front
995 i
102.7
16.6
92 j
112.0
666 i
06-09-05
Lot 30 A Front
997
102.8
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
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
1
109.6
16.3
98
112.0
671 I
06-09-05
Lot 45 A Back
995.5
102.8
13.8
92
112.0
67206-09-05
Lot 46 A Back
995 (
105.4
6.9
94
112.0
673
06-09-05 I
Lot 46 A Back
997
101.6
14.1
91
112.0
674
06-09-05
Lot 47 A Back
993 I
103.5
9.1
92
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810 .
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.
Date Tested
Location
ElevationI
Dry Density
l in Placc
% Moisture
I In Placc
Relative
Compaction
Maximum
I Density
675
06-09-05
Lot 47 A Back
995
101.8
11.6
91
112.0
676
06-09-05
Lot 47 A Back
997
99.0
13.6
90
110.0
677
06.09-05
Lot 31 A Front
999
104.5
13.8
93
112.0
678
j 06-09-05
Lot 30 A Back
998
108.0
12.9
96
112.0
679
06-09-05
Lot 30 A Back
1000
105.5
13.1
94
112.0
680
06-09-05
Lot 50 A Back
PC
106.1
13.4
95
112.0
681
06-09-05
Lot 50'A Back
PG
102.9
11.3
94
110.0
682
06-10-05
Lot 44 A Back
996.5
! 102.3
9.9
93
110.0
683
06-10-05
Lot 45 A Back
993.5
101.6
12.6
92
110.0
684
i 06-10-05
Lot 45 A Hack
995.5
109.3
i 17.9
94
110.0
685
06-10-05
Lot 46 A Back
.995
107.4
14.6.
I 97
110.0
686
06-10-05
trot 46 A Back
997
104.2
15.3
94
110.0
687
06-10-05
Lot 47 A Back
993
105.1
13.7
95
110.0
688
06-10.05
Lot 47 A Back
995
1.03.6
15.6
94
110.0
689
I 06-10-05
Lot 47 A Back
997
102.4
16.2
93
� 110.0
690
06-10-05
Lot 49 A Back
997
103.9
8.6
94
110.0
691
06-10-05
Lot 49 A Back
999
107.7
13.7
98
110.0
692
06-10-05
Lot 51 A Back
1001
109.2
9.2
99
110.0
693
06-10-05
Lot 52 A Back
999
105.6
11.9
96
110.0
694
06-10-05
Tot 52 A Back
1001
104.7 I
13.3
95
110.0
695 ;
06-10-05
Lot 53 A Back
1002.5
109.3
12.9
99
110.0
696
06-10-05
Lot 54 A Back
1003.5
103.6 I
14.8
94
110.0
697
06-10-05 I
Lot 3 A.Back
998 I
107.9 I
13.1
98
110.0
698
06-10-05
Lot 36 A Back
996
103.2
8.9 ,
93
110.0
699
06-10-05
Lot 45 A Front
993.5
99S 1
14.9 i
90
110.0
700 i
06-10-05 1
Lot 45 A Front
995.5
105.7 j
20.0
96
110.0
701 1
06-10-05
Lot 46 A Front
993.5
1.02.3
11.4
93
110.0
702
: 06-10-05
Lot 46 A Front
996.5 i
99.5 i
19.3
90
110.0
703
06-10-05:
Lot 47 A Front
993 j
105.4
12.9 j
95
110.0
70.4:
06-10-05
Lot 47 A Front
995 i
107.1
14.6
97
110.0
705
06-10-05 ;
Lot 47 A Front
997101.6
!
13.9 i
92
110.0
706
06-10-05
Lot 48 A Front
994 ;
109.3 ;
15.0
99
110.0
707 !
06-10-05 I
Lot 48 A Front
996 1
105.4
11.4
96
17.0.0
708
06-10-05 ,
Lot 48 A Front
998
101.6 I
10.2
92
110.0
709 i
06-10-05 i
Lot 49 A Front
998.5
.103.0
16.1 j
93
110.0
710
06-10-05 ,
Lot 50 A Front
996
106.9
14.0 i
97
110.0
711
06-10-05
Lot 50 A Front
998
106.1
13.5 1
96
110.0
712
06-10=05 1
Lot 50 A Front
1000
103.7
15.1 1
94
110.0
713
06-10-05
Lot 52 A Front
1002
106.3
15.3
96
110.0
714
06-10-05 j
Lot 53 A Front
1003.5
109.4.
16.3
99
110.0
715
06-10-05
Lot 41 Front
PG
103.3 I
9.9
92
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
T.cat No. 1
{
Date 'Tested
Location
Elevation
Dry � Densi
In Place
% Moisture
to Place
Relative
Compaction
I Maximum
I Density
716 I
06-10-05
Lot 41 Center
PG
102.7
9.1
93
110.0
717
06-10.05
Lot 41 Back
PG
104.5
16.5
95
110.0
718. '
06-10-05
Lot 42 Front
PG
105.3
16.1
95
110.0
719 I
06.10-05
Lot 42 Center
PG
104.3
16.6
94
110.0
720
06-10-05
Lot 42 Back
PG
103.4
11.1
94
110.0
721
06-10-05
Lot 43 Front
PG
106.6
14.1
97
110.0
722
06-10-05
Lot 43 Center
PG
103.0
12.5
93
110.0
723 I
06-10-05
Lot 43 Back
PG
107.9
10.9
98
110.0
724
06-10-05
Lot 44 Front
PG
103.1
13.3
93
110.0
725 I
06-10-05
Lot 44 Center
PG
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
107.9
13.2
98
110.0
728
06-13-05
Lot 24 A Front
1001
104.0
17.0
94
110.0
729
06-13-05
Lot 24. A Front
1003
104.8
14.1
95
110.0
730
06-13.05
Lot 25 A Front
1001
106.9
11.3
97
110,0
731
06-13-05
Lot 25 A Front
1003
105.3
16.1
95
110.0
732
06-13-05
Lot 26 A Front
1001
108.0
15.5
98
110.0
733
06-13-05
Lot 26 A Front
1003
109.7
16.0
99
110.0
734:
06-13-05
Lot 27 A Front
1000
109.0
13.8
99
110.0
735
06-13-05
Lot 27 A Front
1002
108.6
15.1
99
110,0
736
06-13-05
Lot 28 A Front
994
102.0
12.0 '
93
110.0
737
06-13-05
Lot 28 A Front
996
106.8
18.3
97
110.0
738
06-13.05
Lot 29 A Front
998 1
103.0
16.0
94
110.0
739
06- 13-05
Lot 38 A Front
993
107.1
I
9.6 I
97
110.0
740
06-13-05
Lot 38 A Front
995
106.3
15.7
96
110.0
741 I
06-13-05
( Lot 40 A Front
996
108.6
17.1
99
110.0
742
06-13-05
Lot 43 A Front
995
103.0 I
9.5.
I
94
110.0
743
06-13-05 I
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 !
1.10.0
745 i
06-13-05 I
Lot 23 A Back
1003
104.6
14.6
95 ;
110.0
746 i
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
98 1
1.10.0
748
06-13-05
Lot 24 A Back
1003.5
101.4
I
9.9 i
92 I
110.0
749
06-13-05
Lot 25 A Back.
1003
109.7
14.1 1
99
110.0 '
750
06-13-05
Lot 26 A Back
1003
107.8
17.7 I
98
110.0
751
06-13-05
Lot 27 A Back
992
102.7
11.8 (
93
110.0
752
06-13-05
Lot 27 A Back
994
107.0
11.3.
97
110.0
753
06-13-05
Lot 27 A Back
996
106.1
.13.6
96
110.0
754
06-13-05
Lot 28 A Back
990
102.5
13.3
93
11.0.0
755
06-13-05
Lot 28 A Back
992
106.6
11.2
97
1.10.0
756 j
06-13-05 .
Lot 28 A Back
994 ,
103.6
12.8
94
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME:. Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density I % Moisture I Relative Maximum
In Place in Place Compaction I Density
757
06-13-05
Lot 29 A Back
999
758
06-13-05
Lot 29 A Back
1001
759
06-14-05-
Lot 50 A Back
998.5
760
06-14-05
Lot 50 A Back
100.0
761
06-14-05
Lot 27 A Back
99$
762
06.1.4-05
Lot 27 A Back
100.0
763
06-14-05
Lot 28 A Back
996
764
06-14-05
Lot 28 A Back
998
765
06-14-05
I Lot 28 A Back
1000
766
06-14.-05
{ Lot 28 A Front
998
767
06-14-05
Lot 30 A Front
999
768
06-14-05
Lot 54 A Front
PG
769
06-14-05
Lot 54 A Center
.PC
770
06-14-05
Lot 54 A Back
PG
771 i
06-14-05
Lot 53 A Front
PG
772 i
06-14-05
Lot 53 A Center
PG
773
06-14.05
Lot 53 A Back
PG
774
06-14-05
Lot 52 A Front
PC
775
06-14-05
Lot 52 A Center
PC
776
06-14.05
Lot 52 A Back
PG
777
06-14-05
Lot 51 A Front
PC
778:
06-14-05
Lot 51 A Center
PG
779
06-14-05
Lot 51 A Back
PG
780
06-14-05
Lot 50 A Front
PC
781
06-14-05
Lot 50 A Center
PG
782
06-14-05
i Lot 50 A Back
PC
783
06-14-05
Lot 99 A Front
PG
784
06-14-05
Lot 99 A Back
PG
785
06-14-05
Lot 99 A Center
PC
786
06-14-05
Lot 98 A Front
PG
787
06-14-05
Lot 98 A Back
PG
788
06-14-05
Lot 98 A Center
PC
I
789 !
06-15-05
Retest # 780
790 '
06-15-05
Pctcst # 782
791 i
06-15-05
Retest # 781
792 '
06-15-05
Lot 47 A Front
PG
793
06-15-05
Lot 47 A Back
PG
794
06-15-05
Lot 47 A Center
PC
795
06-15-05 I
Lot 46 A Front
PG
796 j
06-15-05
Lot 46 A Back
PC
102.5
9.7
108.3
14.8
104.4
13.3
102.8
12.6
105.0
20.0
104.2
16.7
101.5
11.2
108.7
15.0
105.4
14.2
105.3
17.1
102.1
13.3
99.2.
11.5
100.5
8.3
105.9
9.4
105.5
10.3
106.1
7.7
99.1
9.3
103.0
13.7
1.09.3
12.8
104.4
11.1
101.4
12.3
100.2
9.5
101.6
10.3
91.4
10.2
92.8
9.5
94.4
8.8
101.2
9.3
103.3
12.2
102.6
11.6
99.6
8.6-
103.1
11.2
107.0 f
10.5
98.9
12.9
100.2
12.5
101.9
10.4
102.1
9.1
99.7
8.8
103.6
9.2
100.0
9.1
102.8
10.7
93 110.0
98 110.0
94 110.0
97 110.0
95 110.0
95 110.0
92 110.0
99 110.0
96 110.0
95 110.0
93 1.10.0
90 110.0
91 7.10.0
96 110.0
96 110.0
96 110.0
90 110.0
94 110.0
99 110.0
95 110.0
92 110.0
91 110,0
92 110.0
83* 110.0
84* 110.0
86* 110.0
92 110.0
94 110.0
93 110.0
90 110.0
93 110.0
97 110.0
90** 110.0
91** 110.0
920* 110.0
93 110.0
91 110.0
94 110.0
91 110,0
93 110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.
i Date Tested
I Location
Elevation
( Dry Density
In Place
% Moisture
in Place
Relative
Com ction
Maximum
sity
797
06-15-05
Lot 46 A Center
PG
105.4
8.9
96
110.0
798
06-15-05
Lot 45 A Front
PC
109.2
12.2
99
110.0
799
06-15-05
Lot 45 A Back
PG
104.1
11.1
95
170.0
800
06-15-05
Lot 45 A Center
PC
106.8
11.3
97
110.0
801.
06-15-05
Lot 41 A Front
PG
101.3
12.1
92
110.0
802
06-15-05
Lot 41 A Back
PG
106.2
13.3
96
110.0
803
06-15-05
Lot 41 A Center
PG
' 102.9
17.1
93
110.0
804
06-16-05
Lot 25 A Front
PG
107.9
13.4
98
110.0
805
06-16-05
Lot 25 A Center
PC
102.8
11.5
93
110.0
806
06-16-05
Lot 25 A Back
PC
107.1
13.2
97
110.0
807
06-,16-05
Lot 26 A Front
PG
100.3
18.1
91
110.0
808
06-16-05
Lot 26 A Center
PC
100.4
12.4
91
110.0
809
06-16-05
Lot 26 A Back
PG
108.3
12.5
I 98
110.0
810
06-16-05 i
Lot 27 A Front
PC
106.4
16.9
97
110.0
811
06-16-05 1
Lot 27 A Center
PG
101.2
13.9
92
110.
812
I 06-16-05
Lot 27 A Back
PG
99.4
1 11.2
90
110.0
813
06-17-05
Lot 28 A Front
PG
103.3
I 13.7
94
110.0
814
06-17-05 '
Lot 28 A Center
PC
1 103.7
18.1
94
110.0
815
06-17-05
Lot 28 A Back
PG i
102.5
12.9
93
i 110.0
816
06-17-05
Lot 29 A Front
PG
103.7
10.4
94
110.0
817
06-17-05
Lot 29'A Center
PC I
104.2
15.1 t
`'
95 i
110.0
818
06-17-05
Lot 29 A Back
PG
100.0
10.9
91 !
110.0
819
06-17-05 !
Lot 30 A Front
PG
107.2
13.9 I
97 i
110.0
820 ;
06-1.7-05
trot 30 A Center
PC
109.9
10.7
99
110.0
821
06-17-05
Lot 30 A Back
PG
108.5
12.1
98
110.0
822 I
06-17-05 i
Lot 31 A Front
PG
106.4
11.1
96
110.0
823 ,
06-17-05
Lot 31 A Center
PC
109.31
15.0
99 I
110.
824 !
06-17-05
Lot 31 A Back
PC
106.9
9.1
97 i
110.0
825
06-17-05
Lot 55 A Back
989
100.1
8.8
91 i
110.0
826 i
06-17-05
Lot 56 A Back
988
99.5
9.0
90
110.0
827
06-17-05
Lot 57 A Back
989
99.0
11.2
90 I
110.0
828
06-17-05
Lot 58 ,A Back
989.5
102.8
7.9
93 '
110.0
829 i
06-17-05
Lot 55 A Front
989
103.0
17.1
94
110.0
830, j
06-17-05
Lot 56 A Front
988
104.1
9.4
95
110.
821
06-17-05
Lot 57 A Front
989
94.1
12.9
85"
110.0
832 I
06-17-05
Lot 58 A Front
989.5
105.6
7.8
96
110.0
833
06-17-05
Lot 59 A Front
990
93.1
11.5
85*
110.0
834
06-20-05
Lot 55 A Front
991
102.8
13.1
92
112.0
835
06-20-05 .
Lot 55 A Front
993
103.9
8.6
93
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Teat No.I Date Tested Location Elewation I Dry Dcmity I I
% Moisture Relative Maximum
In Place In Place Compaction I Density
836
06-20-05
Lot 56 A Front
837
06-20.05
Lot 56 A Front
838
06-20-05
Retest # 821 & 833
839
06-20-05
Lot 57 A Front
840
06-20-05 1
Lot 55 A Back
841
06.20-05
I Lot 55 A Back
842
06-20-05
Lot 56 A Back
843
06.20-05 j
Lot 56 A Back
844
06-20-05
Lot 57 A Back
845
06-20-05
Lot 57 A Back
846
06-20-05 i
Lot 32 A Front
847
06-20-05
Lot 32 A Center
848
06-20.05
Lot 32 A Back
849
06-20-05
Lot 33 A Front
850
06-20.05 I
Lot 33 A Center
851 i
06-20-05
Lot 33 A Back
852
06-20-05
Lot 55 A Center
853 i
06-20-05
Lot 56 A Center
854 I
06-20-05
Lot 57 A Center
855
06-21-05
Lot 13 A Front
856 I
06-21-05 i
Lot 13 A Front
857I
06-21-05
Lot13 A Back
858.
06-21-05
Lot 13 A Back
859 i
06-21-05 I
Lot 13 A Center
860
06-21-05
Lot 13 A Center
861
06-21-05
Lot 12 A Front
862 i
06-21-05
1,ot12 A Front
863
06-21-05
Lot 12 A Back
864
06-21-05
Lot 12 A Back
865
06-21-05 I
Lot 56 A Back
866 r
06-21-05
Lot 58 A Back
867 !
06-21-05 I
Lot 34 A Front
868 ;
06-21.-05
Lot 34 A Center
869 I
06-21-05
Lot 34 A Back
870 i
06-21.05
Lot 35 A Front
871
06-21-05
Lot 35 A Back
872
06-21-05
Lot 35 A Center
873 j
06-21-05
Lot 36 A Front
874
06-21-05
Lot 36 A Back
875 I
06-21-05
' I,ot 36 A Center
876
06-21-05
Lot 55 A Back
DATE: March 2, 2006
990
101.4
9.3 91
1.1.2.0
991.5
100.8
10.3 90
112.0
104.3
14.1 93**
112.0
992.5
101.5
11.0 91
112.0-
991
104.3
10.9 93
112.0
992
105.1
8.8 94
112.0
990
103.0
15.0 92
112.0
991.5
102.4
9.8 ; 91
112,0
991
105.3
11.4 94
112:0
992.5
102.2
9.2 91
112.0
PG
103.8
8.8 93
112.0
PG
109.3
10.0 98
112.0
PC
106.3
11.2 95
112.0
PG
107.8
11.5 96
112.0
PG
108.6
12.0 97
i 112.0
PG
107.1
9.8 96
112.0
991
104.4
10.9 93
112.0
990
102.0
11.5 91
112.0
991
105.1
9.4 94'
112,0
1004.5
100.9
12.1 92
110.0
1006
104.3
1 10.9 95
j
110.0
1004.5
102.8
11.0 93
110.0
1006
103.4 I
9,1 1 94
110.0
1004.5
105.9 f
9.3 ' 96
110.0
1006
101.4
12.5 f 92
110.0
1006.5
101.1
7.6 92
110.0
1008
94.4.
9.9 86*
110.0
1006.5
100.1
10.2 91
110.0
1008
103.3
8.7 94
110.0
993.5
104.7
15.2 93
112.0
991.5
106.4
14.4 95.
112.0
PG
107.0
8.5 96
112.0
PC
105.3
9.6 94
112.0
PG
108.4
8.9 97
112.0
PG
99.8
10.7 91
110.0
PG
106.7
9.0 95
112.0
PG
104.5
9.9 93
112.0
PG
100.6
9.1 91
110.0
PG
105.3
10.7 94
112.0
PG
102.4
8.0 91
112.0
994
103.5
13.3 92
.117.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. J I Date Tested I Location Elevation Dry Density % Moisture Relative I Maximum
In Placc I In Place Comnaction Densitv
877
878
879
06-21-05
06-21-05
06-21-05
880
06-22-05
881
06-22-05
$82
06-22-05
883
06-22-05
884
06-22-05
885 ,
06-22-05
886
06-22-05
887 !
06-22-05
888
06-22-05
889
06-22-05
890
06-23-05
891
06-23-05
892 1
06-23-05
893 I
06-23-05
894 1
06-23-05
895
06-23-05
896
06-23-05
897
06-23-05
898 1
06-23-05
899
06-23-05
900 I
06-23-05
901 I
06-23-05
902
06-23-05
903
06-23-05
904
06-23-05
905
06-23-05
906
06-23-05
907
06-23-05
908 I
06-23-05
909
06-23-05
910
06-23-05
911
06-23-05
Lot 57 A Back
Lot 55 A Center
Lot 57 A Center
Lot 60 A Front
Lot 60 A Front
Lot 59 A Front
Lot 58 A Front
Lot 57 A Front
Lot 57 A Front
Lot 56 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 Back
Lot 56 A Back
Lot 56 A Back
Lot 56 A Center
Lot 55 A Center
Lot 37 A Front
Lot 37 A Back
Lot 37 A Center
Lot 38 A Front
Lot 38 A Back
Lot 38 A Center
Lot 39 A Front
Lot 39 A Back
Lot 39 A Center
912
06-24-05
Lot 30 B Ccnter
913
06-24-05
Lot 30 B Center
914
06-24-05
Lot 31 B Front
915
06-24-05
Lot 31 B Front
DATE: March 2, 2006
994.5
993.5
994
101.4
105.0
103.1
990.5
93.7
992
103.1.
990.5
102.1
991.5
100.6
994
104.5
995
104.1
990
106.2
991.5
102,7
991
103.8
992.5
103.1.
993
104.1
991.5
106.9
994
103.0
993
101.8
994.5
101.4
994
104.8
995
102.0
995
107.1
996 I
104.4
994.5 1
106.0
996 I
103.2
994
107.3
995 I
1045
PG
105.1
PG
102.2
PC
103.6
PG
103.9
PG
106.5
PC
104.7
PG
101..9
PC
105.3
PG ,
104.0
989.5
991
989.5
991
102.6
101.41
94.9
103.5
10.9
92
110.0
8.7
94
112.0
7.9
92
112.0
8.4
85*
110.0
10.6
94
110.0
11.3
93
110.0
7.1
91
110.0
8.8
95
110.0
8.2 ,
95
110.0
10.1
97
110.0
7.9
93
110.0
9.0
94
110.0
7.8
94
110.0
13.4 I
93
112.0
11.8
95
112.0
14.0
92
112.0
1:0.5
91
112.0
10.1 i
91 !
110.0
14.0
94 j
112.0
11.9
91
112.0
10.4
96
112.0
8.7 1
93
112.0
11.5
95
112.0
11.1
92
112.0
8.8
96
112.0
9.0
93
112.0
8.3
94.
112.0
9.4
91
112.0
9.1
93
112.0
8.5
93
112.0
10.4
95
112.0
9.9
93
112.0
10.6
91
112.0
10.2
94
112.0
7.9
93
112.0
8.3
93
110.0
9.9
92
110.0
10.1
93
102.0
11.3 j
94
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION- La Quinta, California IMPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density % MoistureRelative 1 Maximm
in Place In Place I u
Commotion I Density
916
917
918
919
920
921
922
923
924
925
926
927
928
929
930
931
932
933
934
935
936
937
938
939
940
941
942
943
944
945
946
947
948
949
950
951
952
953
954
955
956
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-24-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27,05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
06-27-05
DATE: March 2, 2006
Lot 32 8 Front
Lot 32 B Front
Lot 33 B Front
Lot 33 B Front
Lot 34 B Front
Lot 34 B Front
Lot 30 B Back
Lot 30 B Back
Lot 31 B Back
Lot 32 8 Back
Lot 33 B Back
Lot 30 13 Center
Lot 31 B Center
Lot 32 B Center
Lot 33 B Center
Lot 34 B Center
Lot 33 B Back
Lot 33 B Back
Lot 55 A Front
Lot 55 A Front
Lot 56 A Front
Lot 56 A Front
Lot 57 A Front
Lot 57 A Front
Lot 58 A Front
Lot 59 A Front
Lot 55 A Back
Lot 55 A Back
Lot 56 A Back
Lot 57 A Back
Lot 57 A Back
Lot 59 A Back
Lot 59 A Back
Lot 31 B Back
Lot 31 B Back
Lot 32 8 Back
Lot 32 B Back
Retest k 880
Lot 60 A Front
Lot 58 A Back
Lot 58 A Back
990
%.2
8.3
991.5
104.1
10.6
989
101.8
12.1
991
104,7
9.0
.988
100.8
10.3.
989
105,1
8.1
990
100.5
9.5
991
101.6
8.3
990
97.3
10.1
990
101.4-
11.5
990
96.2
8.9
991.5
103.6
10.4
990.5
106.7
12.9
991.5
104.4
I 113
992
107.1
9.9
991
103.3
10.4
991.5
I 100.2
11.2
993
93.1
12.8
997
106.2
16.7
999
99.2
13.9
997
1.02.4
1.0.5
999
102.0
13.7
995
100.9
15.3
996
99.2 1
9.6
991 i
105.5 I
10.1
991.5
106,1
11.3
997
99.6
16.8
999
99.2
9.3
997
1.06.4
11.7
992
109.5
15.8
994
104.8
16.0
991.5
103.0
9.7
993.5
102.4
15.9
991.5
106.3
11.4
993
102.9
9.9
991.5
96.8
12.8
993
99.2
8,7
101.5
7.6
990.5
101.0
8.3
992.5
104.8
13.1
994
106.1
11.6
94 102.0
95 110.0
93 110.0
95 110.0
92 910,0
96 110.0
91 110,0
92 110.0
95 102.0
92 110.0
94 102.0
94 110.0
97 .110.0
95 110.0
97 110.0
97 110.0
91 110.0
91 102.0
95 112.0
90 11.0,0
93 110.0
93 110.0
92 110.0
90 110.0
94 i 112.0
95 1 112.0
91 I 110.0
90 1.1.0.0
95 112.0
98 .112.0
94 11.2.0
94 110.0
93 110.0
97 110.0
92 112.0
95 102.0
90 110.0
92" 110.0
92 110.0
94 112.0
95 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date TestedI Location Elevation I Dry Density I % Moisture I RelativeI Maximum
In Place In Place Comnaction Density
957
06-27-05
958 i
06-27-05
959
06-28-05
960
06-28-05
%1
06-28-05
962 I
06-28-05
963
06-28-05
964
06-28-05
965 i
06-28-05
966
06-28-05
967
06-28-05
968
06-28-05
969 I
06-28-05
970
06-28-05
971
06-28-05
972
06-28-05
973
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 I
06-28-05
981
06-28-05
982 I
06-28-05
983
06-28-05
984
06-28-05
985':
06-29-05
986
06-29.05
987:
06-29-05
988 I
06-29-05
989
06-29-05
990
06-29-05
991
06-29-05
992
06-29-05
993
06-29-05
994
06-29-05
995
06-29-05
DATE: March 2, 2006
Lot 60 A Back
990
103.4
9.9
92
112.0
Lot 60 A Back
992
102.2
10.4
91
112.0
Lot 58 A Front
993
103.7
15.1
94
110.0
Lot 58 A Front
994.5
102.6
12.3
93
110.0
Lot 55 A Back
1001,
100.9
9.3 1
92
110.0
Lot 55 A Back
1002
; 101.5
10.6
93
110.0
Lot 55 A Front
1000
i 104.7
13.8
95
110.0
Lot 55 A Front
1001
104.1
12.7
95
110.0
Lot 56 A Front
1000
106.8
1.4.5
97
110.0
Lot 56 A Front
1001
103.4
11.9
94
110.0
Lot 56 A Hack
999
105.5
15.3
96
110.0
Lot 56 A Back
1000.5
102.9
13.1
94
110.0
Rctest # 862
103.4
i 9.8
94**
110.0
Lot 15 A Front
1002
106.1
1.0.5
96
i 110.0
Lot 15 A Back
1002
104.3
11.6
95
j 110.0
Lot 16 A Front
1001
105.5
8.3
96
I 110.0
Lot 57 A Front
998
101.9
13.1
95 jj
110.0
Lot 57 A Front
999.5
103.0
10.2
94 I
110.0
Lot 57 A Back
996
103.9
1.1..4
94 1
110.0
Lot 57 A Back
997.5
105.4 I
9.9
96 I
110.0
Lot 58 A Front
993
106.6
10.7
97 I
110.0
I,ot 58 A Front
995
104.0
8.4
95
110.0
Lot 58 A Back
996
101.3
9.9
92
110.0
Lot 58 A Back
997.5
100.9
10.3
92
1.10.0
Lot 59 A Front
993.5
107.1
10.5
96
-112.0
Lot 59 A Front
995
105.6
8.8
94 !
112.0
Lot 59 A Back
995
102:2 I
13.1
93 '
110.0
Lot 59 A Back
996.5
103.4
11.4
94 I
110.0
Lot 55 A Front
1002
102.0
16.3
93 1
110.0
Lot 55 A Front
1003.5 I
101.2
16.5
92
110.0
Lot 56 A Front
1001.5
103.1
11.9
94
110.0
Lot 56 A Front
10025
104.4
11.4
95
110.0
Lot 55 A Rack
1002.5
106.1
10.2
95
112.0
Lot 55 A Back
1003.5
103.4 I
1.3.4
94
110.0
Lot 56 A Back
1001.5
103.6
9.1
94
110.0
Lot 56 A Back
1002.5
105.5 1
8.4
96
110.0
Lot 57 A Front
1000.5
107.4 `'
13.4
96
112.0
Lot 57 A Front
1001.5
106.2
14.5
95
112.0
Lot 57 A hack
999
99.1
17.1
90
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.
Date Tested
Location Elevation
Dry Density
In Place
% Moisture
In Place
Relative
Compaction'
Maximum
Density
996
06-29-05
Lot 57 A Back 1.000.5
101.3 11.8
92
110.0
997
06-29-05
Lot 58 A Front 996.5
105.2 13.4
96
110.0
998
06-29-05
Lot 58 A Front 998
106.6 10.8
97
110.0
999
06-29-05
Lot 58 A Back 998.5
107.3 12.5
98
110.0
1000
06-29-05
Lot 58 A Back 999.5
104.2 14.0
95
110.0
1001
06-29-05
Lot 59 A Front 996
104.1 11.6
95
110.0
1002.
06-29-05
Lot 60 A Front 992.5
105.5 8.0
96
110.0
1003
06-29-05
Lot 60 A Font 994.5
99.8 12.1
91
110.0
1004
06.29-05
Lot 61 Front 992.5
108.4 10.9
99
110.0
1005
06-29-05
Lot 61 Front 994.5
103.1 10.3
94
1.10.0
1006
06-29-05
Lot 12 A Front PC
99.2 10.6
90
110.0
1007
06-29-05
Lot 12 A Center PG
99.8 8.3
91.
110.0
1008
06-29-05
Lot 12 A Back PG
102.4 9.6
93
110.0
1009
06-29-05
Lot 13 A Front PG
101.1 15.4.
92
110.0
1010
06-29-05
Lot 13 A Center PG
103.5 9.9
94
110.0
1011
06-29-05
Lot 13 A Back PG
100.4 12.1
94
! 110.0
1012
06-29-05
Lot 14 A Front PG
99.0 9.2
90
110.0
1013
06-29-05
Lot 14 A Back PC
101.4 8.3
92
110.0
1014
06-29-05
Lot 14 A Center PG
102.4 10A
93
110.0
1015
06-29-05
Lot 15 A Front PG
102.0 16.1
93
110.0
1016
06-29-05
Lot 15 A Center PG
100.6 15.8
91
110.0 .
1.017
06-29-05
Lot 15 A Back PG
106.3 16.4
97
110.0
1018
06-30-05
+i
Lot 68 Front 989 ;
100.6 15.5
91
110.0
1.019.
06-30-05
Lot 68 Front 991
102.2 10.2
93
110.0
1020!
06-30-05
Lot 67 Front 989
101.0 13.4 I
92
110.0
1021:
06-30-05
Lot 67 Front 991
1.03.1 11.1 1
94
110.0
1022;
06-30-05
Lot 66 Front 989
104.5 I 14.2
95
110.0
1023
06-30-05
Lot 66 Front 991 j
I
102.5 i 12.3 i
93
110.0
1024
06-30-05
Lot 65 Front 990
102.3 1 10.8
93
110.0
1025
06-30-05
Lot 64 Front 990 I
104.1 11.4 I
95
110.0
1026
06-30-05 ,
Lot 69 Front 993
106.3 ; 9.0
97 I
110.0
1027
06-30-05
Lot 69 Front 994.5 I
103.9 10.1
94
110.0
1028
06-30-05 I
Lot 62 Front 990.5
105.4 8.8
96
110.0
1029
06-30-05
Lot 62 Front 992.5
102.9 11.4
94
110.0
1030
06-30-05
``
Lot 63 Back 990.5 i
104.4 11.8
95
110.0
1031
06.30-05
Lot 63 Back 992.3
104.1 10.2
95
110.0
1032
06-00-05
Lot 62 Back 990
10118 13.1
93
110.0
1033
06-30-05
Lot 62 Back 992 I
106.3 9.9
97
110.0
1034
06-30-05
Lot 63 Front 990
103.4 12.7
94
110.0
10351
06-30-05
Lot 63 Front 992
100.8 11.0
92
110.0
10361
06-30-05
Lot 69 Front 989
103.3 11.8
94 I
110.0
DATE: March 2, 2006
Sadden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation f Dry Density I % Moisture I Relative j Maximum
In Place In Place Comnaction I Densitv
1037
06-30-05
Lot 69 Front
991
105.0
10.1
1038
06-30-052
Lot 68 Front
993
101.6
9.9
1039
06-30-05
Lot 68 Front
994.5
104.5
11.3
1040
06-30-05
Lot 67 Front
993
I 103.3
1 14.4
1041
06-30-052
Lot 67 Front
995
105.0
10.6
1042
06.30-05
Lot 66 Front
993
100.8
13.5
1043
06-30-05
Lot 66 Front
994.5
101.5
11.7
1044
0605
1 Lot 65 Front
992
104.7
8.3
1045
06-30-05
1 Lot 65 Front
994'
107.1
8.9
1046
06-30-05.
Lot 64 Front
992
102.2
12.4
1047
07-01-05
I
Lot 69 A Front
996
101.4
11.3
1048
07-01-05
Lot 69 A Front
997.5
101.6
10.7
1049
07-01-05
Lot 68 A Front
996
104.3
9.8
1050
07-01-05
Lot 68 A Front
997.5
102.6
12.5
1051 107-01-05
I Lot 67 A Front
996
103.4
10.0
1052,
07-01-05
Lot 67 A Front
997.5
100.8
I 11.3
10531
07-01.05
Lot 62 A Front
993
105.1
I 14.1
1054
07-01-05
Lot 62 A Front
994.5
104.6
13.2
1055
07-01-05
i Lot 63 A Front
993
102.5
12.9
1056
07-01-05
Lot 63 A Front
994.5
101.4
14.6
10571
07-01-05
i Lot 66 A Front
996
103.4
12.6
10581
07-01-05
Lot 66 A Front
997
103.0
11.8
10591
07-01-05
Lot 65 A Front
995
101.4
13.5
10601
07-01-05
Lot 65 A Front
996.5
100.8
12.0
1061.
07-01-05
I Lot 64 A Front
994
106.0
10.7
10621
07-01-05
1 Lot 64 A Front
995.5
104.2
11.9
10631
07-01-05
Lot 24 A Front
PC
104.6
11.1
1064;
07-01-05
I Lot 24 A Center
PC
104.2
15.6
1065.!
07-01-05
Lot 24 A Back
PC
107.8
8.4
1066;
07-01-05
Lot 23 A Front
PG
99.1
10.0
1067;
07-01-05
Lot 23 A Center
PC
106.9
9.3
10681
07-01-0.5
Lot 23 A Back
PG
107.4
8.4
106911
07-01-05
Lot 22 A Front
PC
106.5
11.1
10701
07-01-05
Lot 22 A Center
PG
104.6
7.7
10711
07-01-05
Lot 22 A !lack
PG
107.1
8.6
1072
07-01-05
Lot 21 A Front
PG
105.9
6.8
1073 I
07-01-05
Lot 21 A Center
PG
100.5
7.7
10741
07-01-05
Lot 21 A Back
PG
103.7
6.5
i
10751
07-05-05
Lot 69 A Front
998.5
102.4
9.9
'1076 j
07-05-05
Lot 69 A Front
1000
104.0
113
DATE: March 2, 2006
95 170.0
920 110.0
95 110.0
94 110.0
95 1.0.0
92 110.0
92 110.0
95 110.0
97 110.0
93 110.0
92 110.0
92 110.0
95 110.0
93 110.0
94 110.0
92 110.0
96 110.0
95 110.0
93 110.0
92 '110.0
94 110.0
94 110.0
92 I 110.0
92 110.0
96 110.0
95 110.0
95 110.0
95 110.0
98 110.0
90 110.0
95 112.0
96 112.0
95 112.0
93 112.0
96 112.0
96 112.0
91 110.0
94 110.0
91 112.0
93 112.0
Sladden Enzineerinp
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.
Date Tested
Location
Elevation
I Dry Density
In Place
I % Moisture
I In Place
RelativeMaximum
Compaction
I Density
1.077
07-05-05
Lot 68 A Front
998.5
104.5
10.7
93
112.0
1078
074)5-05
Lot 68 A Front
1000.5
101.3
8.6
90
112.0
1.079
07-05-05
Lot 67 A Front
998.5
106.1
12,4
95
112.0
1080
07-05-05
Lot 67 A Front
1000
102.7
9.0
92
112.0
1081
07-05-05
Lot 62 A Front
995.5
100.8
12.8 J
90
112.0
10821 07-05-05
Lot 62 A Front
997
103.4
10.2 i
.
94
1.1.0.0
1083
07-05-05
Lot 63 A Front
995.5
1.05.7
I 11A I
94
112.0
1084
07-05-05
Lot 63 A Front
997
102.0
9.1
91 1
112.0
1085
07-05-05
Lot 60 A Front
996
i 107.1
9.3
96
112.0
1086
07-05-05
Lot 60 A Front
997
104.4
13.5
93
112.0
1087
07-05-05
Lot 61 A Front
995.5
103.8
13.1
93
112.0
1088
07-05.05
Lot 61 A Front
997
105.1
14.3
94
112.0
1089
07-05-05
Lot 60 A Back
994
101..8
11.4 '
91
112.0
1090
07-05-M
Lot 60 A Back
995.5
100.6
14.1
91.
110.0
1091
07-05-05
Lot 61 A Back
994
104.8
10.3
94
112.0
1092
07-05-05
Lot 61 A Back
916
1.02.6
8.4 I
93 1
710.0
1093
07-05-05
Lot 63 A Back
994 1
101.1
10.5 1
92 '
110.0
1094!
07-05-05
Lot 63 A Back
996
101.5
8.4.
92
110.0
1095
07-05-05
Tot 62 A Back
994
103.0
12.9
94
110.0
10961
07-05-05
Lot 62 A Back
996
102.4
10.8
93
110.0
1097'
07-06-05
Lot 44 B Front
984
102.2 +
9.5
93
110.0
1098
07-06-05
Lot 45 B Front
984
100.4
15.6
91
110.0
1.099
07-06-05
I
Lot 45 B Front
986
102.5
15.3 1
93
110.0
1100
07-06-05
Lot 45 B Back
985
104.6
9.0
95
110.0
.1101'
07.06-05 !
Lot 45 B Back
987 !
105.9
13.3
96 !
110.0
110"21
07-06-05
Lot 1.06 B Back
980.5
100.7
17.2
90
112.0
11031
0746-05 1
Lot 107 B Back
979.5
101.4
16.9
92
112.0
1104'
07-06-05 i
Lot 106 B Back
982
96.4
5.1*
86*
112.0
7705
07-06-05
Lot 107 8 Back
981.5
94.2
3.8*
84*
112.0
1106
07-06-05
Lot 108 B Front
978
99.8
8.7 I
91
110.0
1107
07-06-05 !
Lot 108.6 Back
978
101A
9.2 !
92
110.0
1.1.08
07-06-05
Lot 44 B Back
985
105.1 +
9.8 ;
94
112.0
1109
07-06-05
Lot 44 8 Back
987
102.4 i
10.3
91
112.0
1110
07-06-05
Lot 46 B Back
985
101.3 i
11.4
90
112.0
1111
07-06-05
Lot 46 B Back
987
103.0
8.6
92
112.0
1112
07-06-15
Lot 106 6 Front
981 ,
106.3
10.4
95
112.0
1113
07-06-05
Lot 106 B Front
982.5
102.5
8.1
92
112.0
1114
07-06-05
Lot 107 B Front
979.5 I
104.4
11.6
931
112.0
1115
07-06-05,
Lot 107 B Front
981.5
96.0
5.3*
86* 1
112.0
11161
07-07-05
Lot 45 B Back
989
107.1
12.8
96
112.0
DATE: March 2, 2006
Sadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested I location Elevation .I Dry Density I % Moisture I Relative I Maximum
In Place In Place Conmaction Dcnsity
1117
07-07-05
Lot 45 B Back
991
108:3
1.4.1
1118
07-07-05
Lot 44 B Back
989
101.9
10.4
1119
07-07-05
Lot 44 B Back
991
101.1
14.5
1120
07-07-05
Lot 43 B Back
984
100.8
-8.2
11211
07-07-05
Lot 43 B back
986
101.8
11.0
1122
07-07-05
Lot 45 B Front
988
109.5
14.8
11231
07-07-05
Lot 45 8 Front
990
104.6
9.1
1124
07-07-05
Lot 44 B Front
-986
103.4.
10.7
1125i
07-07-05
Lot" B Front
988
102.3
11.5
1126 1
07-07-05
Lot 43 B Front
984
10.3
16.6
1127 I
07.07-05
Lot 43 8 Front
986
104.0
12.7
1128
07-07-05
Lot 42 B Front
984.5
108.7
10.5
11291
07-07-05
Lot 42 B Front
986.5
100.6
15.2
1130
07-07-05 .
Lot 41 B Front
984.5
101.4 ,
11.5
11.31.1
07-07-05
1 Lot 41 B Front
986.5
105.5
9.0
11321
07-07-05
! Lot 43 B Center
986
106.8
11.3
11331
07-07-05
Lot 42 B Center
985.5
1 103.6
9.4
1134 !
07-07-05
I Lot 41 B Center
986
102.0
13.2
1135;.
07-08-05
Lot 46 B Front
985
103.6
8.8
1136 .
07-08-05
� Lot 46 B Front
987
101.9
8.2
11371
07-08-05
I Lot 45 B Front
992
1055
10.7
1138.
07-08-05
Lot 45 B Front
993.5
104.0 !
11.5
1139
07-08-05
Lot 44 B Front
990
101..4. 1
9.9
1140!
07-08-05
Lot 44 B Front
991.5
105.7
13.4
1141
07-08-05
Lot 43 B Front
988
106.2
12.6
1142
07-08-05
Lot 43 B Front
989.5
102.8
11.3
1.143
07-08-05
Lot 42 B Front
988.5 i
104.1
8.7
1144
07-08-05
Lot 42 B Front
990
101.3
10.5
1145
07-08-05
Lot 41 B Front
988.5
101.4
11.5
1146I
07.08-05
I Lot 41 B Front
990
1.05.0
9.0
17.471
07-08-05
' Lot 46 B Back
989
102.8
10.6
1148
07-08-05
1 Lot 46 B Back
991
106.3
8.8
11491
07-08-05
Lot 45 B Back
992
104.0
12.4
11501
07-08-05
Lot 45 B Back
993.5
103.3
11.1
11511
07-08-05
Lot 44 B Back
992
101.4
9.3
10521
07-08-05
Lot 44 B Back
993
101.8
10.2
1153
07-08-05
Lot 43 8 Back
988
107.3 ,
8.6
11541
07-08-05
Lot 43 B Back
989.5
103.1
9.9
11551
07-08-05
Lot 42 B Back
985
102.4
10.5
1156!
07-08-05
Lot 4213 Back
986.5
100.6
13.4
11571
07-08-05
Lot 41 B Back
984.5
104.4
9.2
DATE: March 2, 2006
97 112.0
91 1.12.0
90 112.0
90 112.0
91 112.0
98 112.0
93 i 112.0
92 ; 112.0
91 112.0
92 112.0
93 112.0
97 112.0
90 112.0
91 112.0
94 1.12.0
90 112.0
93 112.0
91 112.0
93 112.0
91 112.0
94 112.0
93 112.0
92 110.0
94 112.0
95 112.0
93 110.0
93 112.0
92 110.0
91 112.0
94 112.0
92 112.0
95 I 112.0
93 112.0
92 112.0
91 112.0
91 112.0
96 112.0
92 112.0
91 112.0
90 112.0
93 112.0
Sladden ,Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation I Dry Density % Moisturse Relative I Maximum
In Place In Place Compaction Densis
11581 07-08-05 Lot 41 B Back 986.5 104.1 11.3 I 93 I 112.0
11591
07.11-05
Lot 109 B Back
11601
07-11-05
Lot 109 B back
11611
07-11-05
Lot 110 B Back
11621
07-11-05
Lot 110 8 Back
1163,
07-11-05
Lot 110 B Front
1164;
07-11-05 I
Lot 110 B Front
11651
07-11-05
Lot 109 B Front
11661
07-11-05
Lot 109 B Front
1167
07-11-05
Lot 70 A Back
11681
.07-11-05
Lot 70 A Back
1169
07-11-05
Lot 69 A Back
11.701
07-11.-05
Lot 69 A Back
11711
07-11-05 I
Lot 68 A Back
1172
07-11-05
Lot 68 A Back
1173
07-11-05
Lot 67 A Back
1174
07-11-05
Lot 67 A Back
1175
07-11-05
Lot 66 A Back
1176.'
07-11-05
Lot 66 A Back
1177
07-11-05
Lot 65 A Back
1178
07-11-05
Lot 65 A Back
1179
07-11-05
Wt 70 A Back
1180
07-11-05
Lot 69 A Back
1181
07-1.1-05
Lot 68 A Back
1182
07-11-05 i
Lot 67 A Back
1183,
07-11.-05 ,
Lot 66 A Back
1184
1185
1186
1187
1188
1189
1190
1191
1192
1193
1194
1195
1196
1197
DATE:1
977
978.5
997
979
977
978.5
977
978.5
990.5
9925
990
992
990
992
989
991
990.
992
990.5
992.5
994.5
994
994
993-
994.
07-12-05
Lot 7 B Back
1001
07-12-05
Lot 7 B Back
1003
07-12-05
Lot 8 B Back
1002.5
07-12-05
Lot 8 B Back
1004.5
07-12-052
Lot 8 B front
1.000.5
07-12-05 1
Lot 8 B Front
1002.5
07-12-05 I
Lot 7 B ;Front
1002
07-12-05 JI
Lot 7 B Front
1004
07-12-05
Lot A Front
1001
07-12-05
Lot 10 A Front
1000.5
07-12-05
Lot 10 A Front
1002.5
07-12-05
Lot 11 A Front
1001
07-12-05
Lot 11 A Front
1003
07-12-05
Lot 11 A Back
1003
&rch 2, 2006
99.3
106.2
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
101.5
108.4
99.2
102.1
101.6
104.1
103.6
108.9
108.0
107.8
102.0
101.4
102.6
99.7
9.2
10.0
9.1
10.8
13.0
16.7
10.0
9.2
16.8
14.2
17.1
13.3
16.6
9.0
165
16.8
15.9
13.6
10.8
12.7
11.0
9.9
12.4
10.6
13.3
17.3
13.5
14.8
9.6
1.0.7
13.6
16.9
12.1
16.6
16.2
7.4
9.2
14.1
8.5
90
96
93
92
91
90
97
93
94
92
91
97
91
95
97
96
93
96
95
96
92
94
96
94
94.
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
110.0
1.12.0
112.0
112.0
110.0
112.0
110.0
110.0
110.0
110.0
112.0
112.0
110.0
92 j
170.0
97 i
112.0
90
110.0
93
110.0
92 ;
110.0
95 i
110.0
94
110.0
99
110.0
96
110.0
96
112.0
93
110.0
92
110.0
93
110.0
91
110.0
Madden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO; 52211810
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation I Dry Density % Moisture I Relative I Maximum
In Place In Place Comnaction Density
1198
07-12-05
Lot 11 A Back
1005
104.5
7.0
1199
07-12-05
Lot 10 A Back
1003
1.03.0
14.5
1200
07-12-05
Lot 10 A Back
1005
109.1
9.4
1201
07-12-05
Lot 9 A Back
1002
106.3
10.7
1202!
07-13-05
Lot 111 B Front
987
j 1.02.4
8.6
1.203
07-1.3-05
Lot 111 B Front
980
I 104.5
12.1
1204
07-13-05
Lot 112 B Front
977.5
99.5
16.6
1205
07-1.3.05
Lot 112 B Front
979
102.2
17.4
1206
07-13-05
Lot 113 B Front
975
98.8
16.3
1207
07-13-05
Lot 113 B Front
977
98.9
15.4
1208
07-13-05
Lot 112 B Back
977.5
99.7
12.5
1209
07-13-05
Lot 112 B Back
979
103.1 i
14.6
1210
07-13705
Lot 1115 Back
978
104.7
14.3
1211
07-13-05
' Lot III B Back
979.5
9911
13.3
1212,
07-13-05
I Lot 70 B Back
996.5
I 99.0
'17.0
1213!
0743.05
Lot 70 B Back
998.5
98.7
14.1
12141
07-13-05
Lot 69 B Back
996
104.0
17.3
1215'
07-13-05
Lot 69 B Back
998
105.0
14.2
12161
07-13-05
Lot 68 B back
996
1.025
11.5
1217.
i
07-13-05
Lot 68 B Back
998
102.9
12.9
I
1218';
07-14-05
Lot 57 A Front
PG
108.3
10.5
1219!
07-14-05
Lot 57 A Center
PC 1
108.6
9.3
1220'
07-14-05
Lot 57 A Back
PC
106.7
12.6
1221
07-14-05
Lot 98 B Back
975
103.2
17.2
1222-
07-14-05
Lot 97 8 back
9765
104.8
11.2
1223
07-14-05
Lot 98 B Front
975
105.2
14.0
12241
07-14-05
Lot 98 B Front
977
99.7 1
19.9
12251
I07-14.05
07-14-05
Lot 97 B Front
976.5
91.0 I
20.5
1226
I
Lot 97 B Front
978.5
94.3
18.8
1227
07-14-05 '.
Lot 98 8 Center
975
104.1
16.5
1.2281
07-14-05 1
Lot 98 B Center
976
102.2
15.8
1229
07-14-05
Lot 97 B Center
976
101.3
16.7
1230.
07-14-05
Lot 97 8 Center
977
102.9
14.8
1231
07-18-05
Lot 90 B Back
978.5
108.1
13.9
1232
07-18-05
Lot 90 B Back
'980
102A
8.9
1233
07-18-05
Lot 89 B Back
.978
90.1
7.2
1234
07-18-05
Lot 90 B Front
978
103,5 j
1.0.6
1235
07-18-05
Lot 90 B Front
980
105.2 113.8
1236
07-18-05
Lot 91 B Pront
977
96.3
6.2
DATE: March 2, 2006
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
86*
116.0
110.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1 112.0
112.0
112.0
110.0
i 110.0
110.0
112.0
{ 110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elmition Dry Density I % Moisture I Relative I Maximum
In Place I In Place I Compaction I Density
1237
07-18-05
Lot 92 B Front
1238
07-18.05
Retest # 1.236
1239
07.18.05
Lot 91 B Front
1240
07-18-05
; Retest # 1.233
1241
07-18.05
Lot 89 B Back
1242
07-18-05
Lot 89 B Center
1243
07-18-05
Lot 89 B Center
12"
07-1.8-05
Lot 90 B Center
12451
07-18-05
Lot 90 B Center
12461
07-18-05
Lot 91 B Center
1247
07-18-05
Lot 90 B Center
1248
07-18-05
Lot 90 B Front
1249
07-18-05
Lot 89'B Front
1250I
07-18-05
Lot 90 B Back
251 I
125111
07-18-05
Lot 90 B Back
12521
07-19-05
Lot 84 B Front
1253
07-19-05
Lot 89 B Front
1254
07-19-05
Lot 89 B Back
12551
07-19-05
Lot 89 B Back
1256:
07-19-05
Lot 90 8 Front
1257;
07-19-05
Lot 90 B Front
1258!
07-19-05
Lot 91 8 Back
12591
07-19-05
Lot 91 B Back
1260;
07-19-05
Lot 92 B Back
1261
07-19-05
Lot 92 B Back
1262
07-19-05
Lot 91 B Front
1263
07-19-05
Lot 918 Front
1264.
07-19-05
Lot 92 B Front
1265
I
07-19-05
Lot 92 B Front
1266;
07-20-05
Lot 58 A Front
1267.
07-20-05
Lot 58 A Center
1268
07-20-05
Lot 58 A Back
1269
07-20-05 1
Lot 59 A Front
1270
'07-20-05
Lot 59 A Center
1271
07-20-05
Lot 59 A Back
1272
07-20-05
Lot 60 A Front
1273
07-20-05
Lot 60 A Center
1274
07-20-05
Lot 60 A Back
1275
07-20-05
Lot 64 A Back
1276
07-20-05
Lot 64 A Back
DATE: March 2, 2006
l
977
101.4
8.3 91
112.0
977
103.0
9.9 92x*
112.0
979
104.5
11.4 93
112.0
102.2
10.3 91 ""
112.0
980
106.1
12.1 95
112.0
978
103.4
11.0 92
112.0
980
103.7
11.5 93
112.0
978.5
101.9
1.0.1 91
112.0
980.5
104.5
12.4 93
112:0
977.5
100.9
9.3 90
112.0
979.5
105.0
13.6 94
112.0
978.2
102.3
8.8 91
112.0
980.5
102.9
10.7 92
112.0
979
106.6
9.2 95
112.0
981
103.0
10.5 92
112.0
981.5
103.3
8.8. 92
112.0
982.5
104.6
9.3 93
112.0
981.5
99.8
16.8 91
110.0
982.5
101.3
11.6 92
110.0
981
105.4
7.1 94
112.0
982
101.4
9.7 192
110.0
977
99.3
11.2 90
110.0
979
107.2 i
12.7 96
112,0
979.5
105.9
13.6 95 1
112.0
981.5
108.0-
15.3 96
112.0
980 !
104.4
9.9 93 +
112.0
981.5
102.9
8.7 92
112.0
979
106.1
11.5 95 J
112.0
981
101.1
10.8 90 i
112.0
PG
104.3
10.1 93 I
112.0
PG
109.8
7.7 98 I
112.0
PC
106.3
83 95
112.0
PG
103.9
9.2 93
112.0
PG
106.5
8.6 I 95
112.0
PC
105.1
9.1 94
112.0
PG
109.1
10.1 97
112.0
PC !
108.7
11.3 97
112.0
PG
105.2
8.8 94
112.0
994
101.9
10.5 91
112.0
996
103.3
12.4 92
12.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested Location Elevation I Dry Density % Moisture Relative I Maximum
!n Place In Placc Comnaction DenRiry
1277
07-20-05
Lot 65 A Back
1278
07-20-05
Lot 65 A Back
1279
07-20-025
Lot 66 A Back
1280
07-20-05
Lot 66 A Back
1281
07-20-05
Lot 67 A Back
1282
07-20-05
Lot 67 A Back
1283
07-20-05
Lot 64 A Back
1284
07-20.05.
L,ot 65 A Back
1285
07-20-05
1 Lot 65 A Back
1286
07-20-05
Lot64 a Back
1287!
07-20.05
Lot 64 A Back
12881
07-20-05
1 Lot 66 A Back
12891
07-20-05
1 Lot .66 A Back
12901
07-20-05
I Lot 67 A Back
1291 i
07-20-05
Lot 67 A Back
1292
07-21-05
Lot 89 B Front
1293
07-21-05
Lot 89 B Front
1294
07-21-05
Lot 89 8 Back
12951
07-21-05
Lot 89 B Back
1296
07-21-05
Lot 90 B Front
1297
07-21-05
Lot 90 B Front
1298
07-21=05 1
Lot 90 B Back
1299 I
07-21.-05
Lot 90 B Back
1300;
07-21-05
Lot 91 B Front
13011
07-21-05.
Lot 91 B Front
1302
07-21-05 I
Lot 91 B Back
1303
07-21-05
Lot 91 B Back
1304 i
07-21-05 !
Lot 92 B Front
1305;
07-21-05 '
Lot 92 B Front
1306;
07-21-05
Lot 92 B Back
1307
07-21-05
Lot 92 B Back
1308;
07-21-05
Lot 93 B Front
13091
07-21-05
Lot 93 B Front
1310
07-21-05
Lot 93 B Back
1311
07-21-05
Lot 93 B Back
1312
07-21-05
Lot 93 B Front
1313
07-21-05
Lot 93 B Front
1314
07-21-05
Lot 93 B Back
1315
07-21-05
Lot 93 B Back
DATE: March 2, 2006
994.5
107.2
9.1 96
11.2.0
996
104.3
13.4 93
112.0
995.5
101.8
11.3 91
112.0
996.5
105.0
i 12.0 94
112.0
995
106.9
8.5 95
112.0
996.5
103.3
10.2 92
112.0
997.5
1 100.9
14.0 90
I112.0
998
1 103.8
11.2 93
1.12.0
1000
- 100.4
14.3 90
112.0
999
101.6
15.1 91
112.0
1001
104.7
13.6 I 93
112.0
998
108.1
12.9 97
112.0
1000
109.01 i
14.5 , 97
112.0
998
105.8
13.2 94
112.0
1000
101.5
9.8 91
112.0
984.5
1 103.1
9.8 92
112.0
986.5
! 99.2
14.8 90
110.0
984
105.3
11,9 94
i 112.0
986
102.8
13.0 92
112,0
984
106.6
9.8 95
112.0
985.5
100.3 1
15.7 91
110.0
983
104.7
12.5 93
112.0
985
101.8
12.7 ,` 91
112.0
984
, 105.1
13.5 f 94
112.0
986 1
105.3
11.6 94
112.0
981
103.1
9.9 92
112.0
983
107.2
14.0 96
112.0
983
104.6
13.4 93
112.0'
984.5
101.0
12.1 90 .
1.12.0
983
107.8
17.5 96
112.0
984.5
104.4
12,8 93
112.0
980
105.1 ,
9.4 94
112.0
981.5
108.3
8.5 97
112.0
980
103.3 +
10.1 92
112.0
981.5
104.0 1
11.3 93 I
112.0
982.5
104.3 i
9.1 93
112.0
984
103.4
13.0 92
112.0
983
100.8
15.5 90 I
112.0
984
.102.4
10.8 91 I
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION; La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density I % Moisture I RelativeMaximum
In Place In Place Comnaction I Density
13161
07-22-05
Lot 71 A Front
1317
-07-22-05
Lot 71 A Center
13181
-07-22-05
Lot 71 A Back
1319
07-22-05
Lot 70 A Front
1320
07-22-05
Lot 70 A Center
1321
07-22-05
Lot 70 A Back
1322
07-22-05
Lot 69 A Front
1323
07-22-05
Lot 69 A Center
1324.
07-22-05
Lot 69 A Back
1325;
07-22-05
Lot 68 A Front
1326
07-22-05
Lot 68 A Center
1327
07-22-05
Lot 68 A Back
1328
07-22-05
Lot 67 A Front
1329
07-22-05
Lot 67 A Center
13M
07-22-05
Lot 67 A Back
1331!
07-22-05
Lot 66 A Front
1332.
07-22-05
Lot 66 A Center
1333;
07-22-05
Lot 66 A Back
13M
07-22-05
Lot 65 A Front
1335
07-22-05
Lot 65 A Center
1336
07-22-05
Lot 65 A Back
1337107-22-05
105.0 I
Lot 64 A Front
1338
07-22-05
I
Lot 64 A Center
1339,
07-22-05
Lot 64 A Back
1340
07-22-05
Lot 63 A Front
13411.
07-22-05 I
LOT 63 A Center
7342:
07-22-05
Lot 63 A Back
1343`
07-22-05
Lot 62 A Front
1344
07-22-05
Lot 62 A Center
1345
07-22-05
Lot 62 A Back
7346
07-22-052
Lot 61 A Front
13471
07-22-05
Lot 61 A Center
1348 j
07-22-05
Lot 61. A Back
1349
07-25-05
Retest 91224
1350
07-25-05
Lot 98 B Front
1351
07-25-05
Lot 98 B Back
1352
07-25.05
Lot 98 B Back
1353
07-25-05
Retest # 1225
1354
07.25-05
Retest # 1226
1355
07-25-05
Lot 97 B Back
DATE: March 2, 2006
PG
102.9
11.8
PC
104.5'
11.9
PG
102.2
8.7
PG
101.4
9.1
PG
104.4
9.6
PC
106.9
10.1
PG
105.5
14.1
PG
99.7
15.2
PG
102.7
13.5
PG
104.6
8.2
PG
108.9
10.1
PG
107.6
9.5
PC
101.6
12.5
PG
102.1
8.4
PG
106.6
7.5
PC
105.4
10.3
PG
106.6
11.8
PC
107.2
8.3
PG
1.08.5
10.6
PG
104.1
1 9.5
PC
101.8
` 7.7
PG
105.0 I
13.5
PC
107.5
11.0
PC
106.4
9.6
PG
107.6
9.2
PC
106.3
9.4
PG
103.2
10.1
PG
109.1 '
7.8
PC
107.3
8.8
PC
108.6
9.2
PG
104.5
11.5
PC
109.3
10.4
PG
109.2
11.6
103.3
16.7
979
105.1
14.5
977
101.6
17.0
979
104.4
15.1
102.2
16.0
101.8
13.6
978.5
105.3
13.9
93 110.0
95. 110.0
93 110.0
91 112.0
93 112.0
95 112.0
94 112.0
91 110.0
93. 110.0
93 112.0
97 112.0
96 112.0
91 112.0
91 11.2.0
95 112.0
94 112.0
95 112.0
96 112.0
97 112.0
93 112.0
91 112.0
94 112.0
96 112.0
95 112.0
96 112.0
95 112.0
92 112.0
97 112.0
96 1.12.0
93 112.0
93 112.0
98 12.0
98 112.0
92** 112.0
94 112.0
91 112.0
93 112.0
91** 112.0
91 ** 112.0
94 112.0
Sladden Engineering►
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation Dry Density % Moishue Relative I Maximum
In Place In Piece Compaction I Density
1356
07-25-05
Lot 97 B Back
1357
07-25-05
Lot 98 0 Front
1358
07-25-05
Lot 98 B Front
1359
07-25-05
Lot 98 8 Back
1360
07-25-05
Lot 98 B Back
1361
07-25-05
Lot 97 B Front
1362
07-25-05
Lot 97 B Front
1363
07-25-05
Lot 97 B Back
1364
07-25-05
Lot 97 B Back
1365
07-26.05
Lot 114 B. Front
1366
07-26-05
Lot 114 B. Front
1367
07-26-05
Lot 114 B Back
1368
07-26-05
Lot 114 B Back
1369
07-26-05
Lot 115 B Front
1370
07-26-05
Lot 115 8 Front
1371
07-26-05
Lot 115'B Back
1372
07-26-05
Lot 115 B Back
1373
07-26-05
Lot 116 B Front
1374
07-26-05
Lot 116 B Front
1375
07-26-05
Lot 1.16 B Back
13761
07-26-05
Lot 116 B Back
13771
07-26.05
I Lot 114 B Front
1378
07-26-05
14t 114 B Back
13791
07-26-05
Lot 115 B Front
13801
07-26-05
Lot 115 B Back
13811
07-27-05
Lot 39 B Front
13821
07-27-05
I Lot 39 B Front
13831
07-27-05
Lot 38 B Front
13841
07-27-05
Lot 38 B Front
1385
07-27-05
Lot 37 B Front
1386
07-27-05
Lot 37 B Front
1387
07-27-05
Lot 39 8 Front
1388
07-27-05
Lot 39 B Front
1389
07-27-05
Lot 38 B Front
1390
07-27-05
Lot 38 B Front
1391
07-27-05
Lot 37 B Front
1392
07-27-05
Lot 37 B Front
1393
07-27-05
Lot 39 B Back
13941
07-27-05
Lot 39 8 Back
DATE: March 2, 2006
980.5
103.4
14.7 92
981
106.6
12.9 95
983
103.5
12.4 92
981
1 102.1
13.6 91
983
102.9
17.0 92
980.5
100.9
15.5 90
987.5
105.0
11.6 94
981.5
106.6
13.3 95
983
104.8
11.2 94
977.5
105.1
8.3 94
979.5
103.7
17.5 93
977.5
102.5
8.9 92
979.5
101.1
14.5 90
977
106.0
'9.6 95
978.5
105.1
12.4 94
977
100.8
10.0 90
978.5
107.1
17.2 96
975.5
103.8
10.3 93
977
1 103.6
I 11.2 93
975.5
, 105.3
15.7 94
977
104.0
16.9 93
981
1.03.1
10.0 92
981
106.3
11.4 95
980.5
107.0
16.8 96
980
106.7
17.1 95
984.5
101.4
9.3 91
986.5
105.0
10.8 94
984
3.06.8
1.2.5 95
986
104.3
11.1 93
984.5
103.1
8.8 92
986.5
103.9
10.4 93
988.5
107.5
11.3 96
990.5
105.6
13.3 94
788
101.8
14.8 91
989.5
100.9
12.2 90
988.5
108.1
13.5 97
990
106.3
12.6 95
984.5
103.9
14.4 93
986
103.2
12.0 92
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. I Date Tested Location Elevation Dry Density % Moisture RelativeMaximum
In Place In Place Cottma'[it Demsity
1395
07-27-05
Lot 38 B Back
984
107.0-
9.9
96
112.0
1396
07-27-05
Lot 38 B Back
986
104.5
10.7 I
93
112.0
1397
07-27=05
Lot 37 B Back
984.5
102.9
15.1
92
112.0
1398
07-27-05
Lot 37 B Back
986.5
101.0
11.0
90
112.0
1399
07-27-05
Lot 39 B Back
988
108.0
12.2
96
; 112.0
1400
07-27-05
Lot 39 B Back
989.5
105.1
15.1
94
I 11.2.0
14011
07-27-05
Lot 38 B Back
988
102.0
9.6
91
112.0
1402!
07-27-05
Lot 38 B Back
989.5
105.7
13.2
94
1.12.0
1403
07-27-05
Lot 37 B Back
988.5
101.5
11.3
91
112.0
1404 i
07-27-05
Lot 37 B Back
990
106.0
I
8.7
95
112.0
1405;;
07-28-05
Lot 39 B Back
991.5
I 1.08.4
14.1
97
112.0
1406:
07-28-05 i
Lot 39 B Back
992.5
103.7
10.7
92.
112.0
1407:
07-28-05 j
Lot 38 B Back
991
109.6
12.4 -
98
112.0
1408.
I
07-28-05
Lot 38 B Back
992.5
103.7
12.6
93
j 112.0
1409
07-28-05
Lot 37 B Back
991
104.2
16.7
93
112.0
1.410
07-28-05
Lot 37 B Back
992.5
108.6
12.9 W
97
112.0
1411
07-28-05
Lot 39 B Front
991.5
102.5
12.4
92
112.0
1412 I
07-28-05
Lot 39 B Front
992.5
1.01.0
17.6
90
112.0
1413 i
07-28-05
Lot 38 B Front
991
102.9
12.1
92
112.0
14141
07-28-05
Lot 38 B Front
992.5
105.8
10.7
94
112.0
1415:
07-28-05
Lot 37 B Front
991
107.3
16.6
96
112.0
1416
!
07-28-05
Lot 3713 Front
992.5 1
1085 1
15.1
97
I 112.0
1417!
07-29-05 I
Lot 37 B Front
993.5
I
99.9 !
15.6 j
91
110.0
14181
07-29-05
Lot 37 B Back
993.5
105.2
10.8
94
I 112.0
1419
07-29-05
Lot 38 B Front
993.5 j
99.7
10.8
91
110.0
1420
07-29-05 I
Lot 38 B Back
993.5
1.01.5
11.2
91
112.0
1421;
07-29-05
Lot 39 B Front
994
1.03.3
I
16.3 �
92
112.0
1422 i
07-29-05 1
Lot 39 B Back
994
100.1
11.2 `
91
1 110.0
14231
07-29-05 i
Lot 9813 Front
985
93.1
7.1"
85"
j 11.0.0
1424
07-29-05
Lot 98 B Front
986
92.4
6.6" (
84"
I 110.0
1425
07-29-05
Lot 98 B Back
985
102.8
10.9 I
93
110.0
1426
07-29-05
Tot 98 B Back
986
104.4
13.6
95
110.0
1.427
07-29-05
Lot 97 B Front
984
106.3
14.1
95
112.0
1428
07-29-05
Lot 97 B Front
985.5
105.8
12.9
94
112.0
1429
07-29-05
Lot 97 B Back
984.5
104.0
11.8
93
112.0
1430
07-29-05
Lot 97 B Back
9855
101.6
.10.7
91
112.0
1431.
07-29-05
Lot 88 B Front
976
107.6
14.5
96
112.0
1432
07-29-05
Lot 88 B Back
975.5
104.9
12.3
94
-112.0
!
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO. 06-02-120
Tc st No. Datc Tcstcd Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place Compaction Dmwity
1433
0&01-05
I Lot 52 B Front
1434
08-01-05
! Lot 52 B Back
1435
08-01-05
Lot 53 B Front
1436
08-01-05
Lot 53 8 Back
1437
08-01-05
Lot 54 B Front
1438
0$-01-05
Lot 54 B Back
1439
08-01-05
Lot 55 B Front
1440
08-01-05
Lot 55 B Back
1441
08-01-05
Lot 56 B Front
1442
08-01-05
Lot 56 B Back
144311
08-01-05
Lot 57 B Front
1444!
08.01-05
Lot 57 B Back
1A ;
08-01-05
Club House
2A
08-01-05
Club House
3A
08-01-05
Club House
4A I
08.01-05
I Club House
5A
08-01-05
i Club House
6A
08-01-05
Club House
7A
08-01.05
Club House
8A i
08-01-05
` Club House
9A I
08-01-05
! Club House
10A
0&02-05
Club House
11A '
08-02-05
Club House
12A
08-02-05
Club House
13A
08-02-05
Club House
14A i
08.02-05 I
Club House
1445 08-02-05
1446! 08-02-05
1447 08-02-05
14481 08-02-05
14491 08-02-05
14501 08-02-05
1451 08-02-05
1452 08-02-05
14,531 08-02-05
1454 08-02-05
1455 08-02-05
1456 08-02-05
DATE: March 2, 2006
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Plan
Per Pian
Per Plan
Per Plan
979
978.5
978
978.5
977.5
977
977.5
977.5
977
976.5
976.5
977
966.0
968.0
966.0
961.0
963.0
967.0
969.0
965.0
967.0
969.0
971.0
970.0
971.0
973.0
979.5
980.5
979.5
981.
978.5
979.5
979.5
981.5
980
981.5
980
981.5
104.1
.11.9
93
102.4
9.7
91
101.8
12.5
91
105.9
10.6
95
106.6
12.3
95
101.0
14.9
90
103.4
9.8
92
103.8
13.2
93
107.3
13.9
96
104.4
11.0
96
101.3
8.9
90
102.7
12.1
92
99.3
17.2
90
102.0
18.7
94
99.7
19.2
91
100.9 i
19.9
92
1.035
20.9
95
100.1
19.2
I 91
102.9
14.9
94
102.3
17.5
93
98.6
12.7
90
104.0
17.0
95
100.1
16.4
91
101.2
18.7
92
102.7
19.4 1
94
102.4
20.5 1
93
100.8
16.6 j
92
101.9
10.8
93
104.3
11.9 1
95
1.01..5
9.4
92
102.7
12.5
92
100.9 !
&8
92
104.8
10.2
94
104.6
10.9
93
108.1
13.3
97
105.4
11.6
94
106.3
11.0
95
103.9
12.5
93
112.0
112.0
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
110.0
'110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
110.0
1 110.0
110.0
110.0
110.0
110_q
r
110.0
110.0
110.0
110.0
112.0
110.0
112.0
112.0
112.0
I 112.0
112.0
j 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative * 'Maximum
In Place I In Place I Comflaction I Density
1457
08-03.05
Lot 89 B Front
9885
105.1
13.3
94
11.2.0
1458
I 08-03-05
Lot 89 B Front
990.5
104.2
11.6
93
112.0
1459
08-03-05
Lot 89 B Back
988,
1 107.9
9.9
96
112.0
1460.
08-03-05
Lot 89 B Back
990-
103.8
12.0
93
112.0
1.4611.
08-03-05
1 Lot 90 B Front
978.5
106.6
10.5
95
112.0
146211
08-03-05
Lot 90 B Front
98915
106.1
11.3
95
112.0
14631
08-03-05
I Lot 90 B Back
987
102.5
14.5
92
112.0'
1464
08-03-05
Lot 90 B Back
989
102.8
13.4
92
112.0
1465
08-03-05
Lot 91 B Front
988
108.1
10.7
97
112.0
1466
08-03-05
Lot 91 B Back
985
105.3
13.8
94
112.0
1467
08-03-05
Lot 91 B Back
987
101.6
10.0
91
112.0
1468
08-03-05
Lot 92 B Front
986.5
103.7
9.2
93.
112.0
1469
08-03-05
Lot 92 B Back
986.5
103.5
12.4
92
112.0
1470
08-03-05
Lot 93 B Front
985.5
107.8
11.0
96
112.0
1471
08-03-05
Lot 93 B Back
985
104.4
14.1
93
112.0
A
08-03-05
Lot 60 Front
975
102.4
1.6.0
93
110.0
B
I 08-03.05
I Lot 60 Back
975
101.1
10.1.
92
110.0
C
08-03-05
i Lot 59 Back
975
103.7
19.3
95
110.0
D
08-03.05
Lot 59 Front
975
100.2
10.2
91
110.0
E
I 08-03-05
Lot 58 Front
976
103.1
15.9
94
110.0
F
08-03-05
; Lot 58 Back
976
101.8
17.5
93
110.0
1472!
I
08-04-05
j
Lot 94 B Front
980
101.8
10.9
91 1
112.0
1473.
08.04-05
Lot 94 B Back
979.5
103.3
13.5 ±
92 I
112.0
1474;
08-04-05
Lot 95 A Front
979
107.5
11.0 i'
96
112.0
14751
08-04-05 I
Lot 95 B Back
797
104.4
8.8
93
1.12.0
14761
08-04-05 I
Lot 46 B Front
978
102.9
12.6
92
112.0
1477
08-04-05
Lot 46 B Back
978.5
105.1
11.7
94
112.0
1478
08-04-05
Lot 94 B Front
982 I
108.2
14.1 I
97
112.0
1479
08-04-05
Lot 94 8 Front
983.5
106.1
12.5
95
112.0
1480
08-04.05
Lot 95 8 Front
981 I
104.5
10.8
93
112.0
1481
08-04-05
Lot 95 B Front
983
102.4
13.0
91
112,0
1482
08-04-05
Lot 96 B Front
980
103.9
11.4
93
112.0
1483
08-04-05
Lot 96 B Front
982
105.5
14.5
94
112.0
1484
08-04-05
Lot 94 B Back
981.5
101.2
9.6
90
112.0
1485
08-04-05 j
Lot 94 B Back
983.5
103.1
10.3
92
112.0
1486
08-04-05 . I
Lot 95 B Back
981
107.4
13.2
96
112.0
1487
08.04-05 I
Lot 95 B Back
983
104.6
11.4
93
112.0
1488
08-04-05
Lot 96 B Back
980.5
104.8
10.2
94
112.0
1489
08.04-05
Lot 96 8 Back
982
101.6
12;7
91
112.0
1490
08-04-05
Retest # 1423
101.3
8.6
90""
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.
l Date Tested
Location Elevation
Dry Density
Place
% MoistureI
In Placc
Relative
Compaction
I Maximum
In
Densi
1491 08-04-05
Retest # 1424
103.5
9.0
92**
17 2.0
1.492 08-04-05
Lot 98 B Back 986
104.4
8.5
93
112.0
1493 08-04-05
Lot 97 B Front 987.5
102.0
11.3
94
112.0 .
1494 08-04-05
Lot 97 B Back 987.5
105.1
10.5
94
112.0
1495 08-04-05
Lot 96 B Front 984
103.3
13.9
93
112.0
1496 08-04-05
Lot 96 B Back 984
107.6
12.7
96
112.0
1497 08-05-05
Lot 89 B Front PG
108.3
10.4
97
112.0
1498 08-05-05
Lot 89 B Center PG
1.05.5
11.6
94 {
112.0
1499 08.05-05
Lot 89 B Back PG
108.4
10.9
97
112.0
15M 08-05-05
Lot 90 B Front PC
103.8
13.8
93 '
112.0
1501 08-05-05
Lot 90 B Back PG
105.9
12.1
95
112.0
1502 08-05-05
Lot 90 B Center PG
102.6
12.9
92 i
112.0
1503 08-05-05
Contour Between 981.I
104.7
14.8
j 93 I
112.0
1504 08-05-05
Meriwethcr & 981.5
102.0
13.2
91
112.0
1505 08-05-05
Humboldt 981
I 108.9
15.3
97
112.0
1506 08-05-05
Per Plan 982
106.1
12.8
95
112.0
1507 08-05-05
Per Plan 980.5
103.6
10.7
93
112.0
1508 08-05-05
Per Plan 980.5
105.5
15.5
94
112.0
1509 08-05-05
Per Plan 981
109.1
13.3
97
112.0
1510 08-05-05
Per Plan 982
106.4
11.8
95
112.0
1511 08-05-05
Per Plan 981.5
104.5
12.5
93
112.0
1B 08-05-05
, Club House 975.0
1.07..8
17.8
93
110.0
2B I 08-05-05
Club House 975.0
100.1
8.9
91
110.0
3B 08-05-05
Club House 975.0
104.0
15.8
96
110.0.
4B I 08-05-05
Club House 975.0
108.8
9.4
99
110.0
5B 08-05-05
Club House 975.0
99.2
10.1
90
110.0
6B 08-05-05
Club House 972.0
107.6
9.5
98
110.0
7B 08.05-05
Club House 974.0
100.4
9.7
91
110.0
8B 08-05-05
Club House 975.0
102.5
12.4
94
110.0
9Ii OM5-05
Club House 977.0
101.3
10.9
92
1.10.0
10B 08-05-05
Club House 977.0
105.2
8.9
95
110.0
11B -08-05-05
Club House 479.0
1.00.3
13.1
91
11.0.0.
126 08-05-05
Club House 975.0
103.2
10.8
94
110.0
13B . 08-05-05
Club House 977.0
101.4
10.1
92
110.0
14B 08-05-05
Club House 975.0
108.2
15.9
98
110.0.
15B 08-05-05
Club House 977.0
106.8
18.1
97
110.0
16B 08-05-05
Club House 977.0
105.6
16.2
96 {
770.0
17B I 08-05-05
Club House 977.0
101.0
13.9 !
92
110.0
18B 08-05-05
Club House 977.0
104.4
19.2 I
95
110.0
DATE: March 2, 2006
Sladden i5ngineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Tcst No.
I Datc Tc,4tcd
Location Elevation
I Dry Density
In Place
% Moimurc
In Place
Relative
Com action
Maximum
Density
08-08-05
Lot 92 B Center
1517
08-08-05
Lot 92 B Back
1518
08-08-05 1
19B
08-05-05
Club House 977.0
105.6
10.2
95
110.0
20B
08.05-M
Club House 977.0
106.3
12.8
96
110.0
15121 08-08-05 Lot 91 B Front
15131 08-08-05 Lot 91 B Center
15141
08.08.05
Lot 91 B Back
1515
08-08-05
Lot 92 B Front
1.516
08-08-05
Lot 92 B Center
1517
08-08-05
Lot 92 B Back
1518
08-08-05 1
Lot 93 B Front
1519
08-08-05
Lot 93 B Center
1520
08-08-05
Lot 93 B Back
1521
08-08-05
Lot 94 8 Front
1522
08-08-05
Lot 94 B Center
1523;
08-08-05
Lot 94 B Back
15241
0"8-05
Lot 95 0 Front
1525
08-08-05
Lot 95 B Center
1526
08-08-05
Lot 95 B Back
1527
08-08-05
Lot 88 8 Front
1528
08-08.5
Lot 88 B Back
15291
08-08-05
Lot 88 B Front
15301
08-08-05 i
Lot 88 B Back
1531.
08-08-05
Lot 88 B Front
15321
08-08-05
Lot 88 B Back
1C I
I
08-08-05 I
Club House
2C j
08-08-05 I
Club House
3C
08-08-05
Club House
4C 1
08-08-05
Club House
5C I
08.08-05
Club House
6C I
08-08-05 1
Club House
7C
08-08.05 1
Club House
8C
08-08-05
Club House
9C
08-08-15 ':
Club House
10C
08-08-05 I
Club House
11C'
08-08-05
Club House
12C
08-08-05 i
Club House
1533
08-09-05
Lot 12 B Back
1534
08-09-05
Lot 12 B Back
1535
08-09-05
Lot 63 B Back
DATE: March 2, 2006
PC
PC
PG
PC
PG
PG
PG
PC
PG
PG
PG
PG
PG
PG
PG
997.5
977.5
979.5
979:5
981
981
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
979.0
981.0
975.5
976.5
975
108.3
105.1
106.5
103.8
102.9
104.7
101.3
107.2
104.4
108.5
105.6
103.0
103.9
107.2
104.6
102.2
104.0
101.6
105.0
103.6
103.8
106.4
106.2
104.5
105.3
103.8
1.02.1
104.9
107.3
104.1
105.9
108.0
101.2
100.8
101.3
101.2
9.0
11.4
10.7
12.6
11.1
13.3
9.9
11.7
13.8
10.7
8.8
12.4
10.0
8.3
11.5
9.6
8.1
12.7
9.0
13.2
12.1
15.7
10.2
12.4
11.2 i
12.3
9.8
12.2
13.4.
13.9
12.6
15.8
16.2
22.4*
18.5*
12.7
97
94
95
93
92
93
90
96
93
97
94
92
93
96
93
91
93
91
94
93
93
96
96
95
95
95
93
95
97
95
96
98
92
85*
85*
90
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
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
119.0
119.0
1.12.0
. Sladden Ungineenng
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density + % Moisture I Reletivc I Maximum
In Place I In Place I ComDaction I Densitv
1536
1537
1538
1539
1540
1541
1542
08-09-05
Lot 63 B Back
08-09-05 ,
Lot 64 B Back
08-09-05
Lot 64 B Back
08-09-05
Lot 65 B Back
08-09-05
Lot 65 B Back
08.09-05
Lot 66 B Back
08-09-05
Lot 66 8 Back
1D
08-09-05
Club House
2D
08-09-05
CIub House
3D
08-09-05
Club House
41)
08-09-05
Club House
5D
08-09-05
! Club House
6D
08-09-05
Club House
7D
08-09-05
Club House
8D
08-09-05
Club House
9D 1
08-09-05
Club House
10D
08-09-05
Club House
11D ;
08.09-05
Club House
12D ;
08-09-05
Club House
1543
_ 08-10-05
i
62 B Front
15441
08-10-05
.Lot
Lot 62 B Tront
1545!
08-10-05 !
Lot 63 8 Front
1546
08-10-05
Lot 64 B Front
1547
06-10-05
Lot 65 B Front
1548
08-10-05
Lot 66 B Front
1549;
08-10-05 1
Lot 67 B Front
15501
08-10-05 I
Retest # 1533 & 1534.
1551
08-10-05
Lot 63 B Back
1552
08-10-05
Lot 64 B Back
1553
08-10-05
Retest # 1538
1554
08-10-05
Retest # 1539 & 1540
1555
08-10-05
Retest # 1541
15561 08-10-05 I Lot 67 B Back
A
B
C
D
08-10-05
08-10-05
08.10-05
08-10-05
DATE: March 2, 2006
Lot 47
Lot 47
Lot 48
Lot 48
976
974.5
9755
975
976
976
977
983.0
985.0
983.0
985.0
983.0
985.0
983.0
985.0
983.0 '
985.0
983.6
985.0
975.5
9763.5
976.5
978
975
977
973
976
974.5
975
976
972
983
985
983
985
103.6
106.4
102.3
97.1
95.6
99.5
103.4
103.6
100.1
105.4
101.5
102.5
100.7
108.1
103.4
103.8
101.7
107.2
105,1
109.4
108.3
104.5
106.6
103.9
105.5
104.1
104.5
101.3
103.4
105.3
103.1
104.7
100.8
104.1
102.9
105.2
101.4
17.8*
19.4*
20.2*
14.3
13.1
20.1"
18.2*
13.8
10.3
14.7
15.3
14.5
12:4
13.6
10.5
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
16.0
15.6
14.0
16.3
11.4
13.9
12.7
14.6
113.4
93
90
86*
87*
85*
89*
92
95
91
95
-93
94
92
98
94
95
93
97
95
92
91
93
95
93
94
93
93**
90
92
94
92**
93**
90
95
94
94
92
112.0
112.0
1.19.0
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
110.0
110.0
119.0
119.0
112.0
112.0
112.0
112.0
112.0
112
112.0
112,0
112.0
11.2.0
112.0
112.0
110.0
110.0
110.0
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAM: Madison Club
PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06.02-120
Test No. Date Tested Location Elevation DryDensity %Molstulfej Relative Maximum
In P1acc in Place I Compaction I Densitv
1E
08-10-05
Club House
987.0
101..9
14.8
93
110.0
2E
08-10.05
Club House
989.0
104.8
13.9
95
110.0
3E
08-10-05
i- Club House
987.0
100.2
i 18.1.
91
110.0
0 ;
08-10-05
`. Club House
989.0
100.3
14.4
92
710.0
5E
08-10-05
Club House
987.0
104.0
16.1
95
110.0
6E
08-10-05
Club House
989.0
101.4
13.2.
94.
110.0
7E
08-10-05
Club House
.987.0
102.9
17.8
94
110.0
8E
08-10-05
Club House
989,0
100,2
1.6.5
91
110.0
96
08-10-05
Club House
987.0
101.8
18.2
93
I 110.0
10E
08-10-05
Club House
989.0
104.2
11.7
95
110.0
11E
08-10-05
Club House
987.0
103.1
15.1
94
110.0
12E
08-10.05
Club House
989.0
102.4
15.7 {
93
110.01
1557
08-11-05
Lot 88 B Front
982.5
103.9
1 10.6
93
112.0
1558 I
08-11-05
I Lot 88 B Back
983
101,6
11.5
91.
112.0
1559
08-11-05
Lot 88 8 Front
984
105.8
9.6
94
172.0
1.5601
08-11-05
Lot 88 B Back
984.5
107.7
9.2
96
112.0
15611
08-11-05
i Lot 96 B Front
PG
106.0
8.8
95
1.12.0
15621
08-11-05
Lot 96 B Center
PC
104.4
12.4
93
; 112.0.
15631
08-11-05
Lot 96 B Back
PG
108.1
9.2
97
112.0
1.564:08-11-05
i Lot 97 B Front
PG
102.3
10.6
91 I
112.0
1565,
08-11-05
Lot 97 B Back
PC
105.1
13.0
94
112.0
15661
08-11-05
Lot 97 B Center
PG I
107.4
11.8 I
96
1.12.0
15671
08-11-05
Lot 98 B Front
PG i
108.8
9.0 i
97
112.0
1568
08-11-05
Lot 98 B Center
PG
105.3
13.1
94
112.0
1569
08-11-05
Lot 98 8 Back
PC i
104.7
10.4 I
93
112.0
15701
08-11-05
Lot 68 B Front
971
.93.5 111
17.1
83"
112.0
1571
08-11-05
Lot 68 B Back
970.5
94.3 I
1.8.9
84"
112.0
15721
08-11-05
I..ot 69 B Front
972
96.5 j
19.4
86*
112.0
15731
08-11-05
Lot 69 B Back
971.5
95.1 i
18.5 1
85*
112.0
A
08-11-05
Lot 47 B Back
987,0
99.6
10.9
91
110.0
B ;
08-11-05
Lot 47 B Back
989.0
100.7 '
13.1 i
92
170.0
C
08-11-05 j
Lot 48 B Back
989.0
102.3
14.7
93
110.0
D
08-I1-05 1
Lot 48 B Back
989.0
105.1
12.8
95
110.0
1 F
08-11-05
Club mouse
991.0
105.3
13.7
95
110.0
2F
08-11-05
Club House
991.0
1.05.9
18.5
96
110:0
3F
08-11-05
Club House
991.0
104.5
13.5
95
110.0
4F
08-11-05
Club House
991.0
1.02.1
10.9
93
110.0
5F
08-11-05
Club House
991.0
103.4
11.7
94
110.0
6F
08-11-05
Club House
991.0
100.7
13.4
92
11.0.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 5224810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No, Date Tested iocation Elevation Dry Density I % Moisture I Relative f Maximum
In Place In Place Compaction I Density
1G
I 08-12-05 Club House 993.0
105.3
14.0
95
110.0
2G
08-12-05I Club House 995.0
103.2
13.2
94
110.0
3C
08-12-05 Club House 993.0
103.9
13.8
95
110.0
4G
08-12-05 Club House 995.0
101.7
12.7
93
i110.0
5G
08-12-05 Club House 993.0
107.9
11.3
98
110.0
1H
08-13-05 Club House 993.0
103.1
I 10.2
94
110.0
2H
08-13.05 Club House 995.0
105.2
12.1
95
110.0
3T-1
08-13-05 Club Douse 993.0
105.4
13.8
95
110.0
4H
08-13-05 Club House 995.0
103.6
12.1
95
110.0
5H
I 08-13-05 Club House 993.0
103.1
15.2
94
1.10.0
6H
08-1.3-05 Club House 995.0
101.9
13.7
93
110.0
7H
08-13-05 Club House 995.0
104.4
17.1
95
11.0.0
A
08-15-05 Lot 48 B Back 991.0
102.5
12.1
93
11010
B
08-15-05 Lot 48 B Back 993.0
104.6
11.9
95
110.0
C
08-15-05 Lot 47 B Back 991.0
106.2
15.2
96
110.0
D
08-15-05 Lot 47 B Back 993.0
105.9
14.6
95
I 1.10.0
E
08-15-05 Lot 72 .990.0
108.1
17.8
98
11.0.0
F.
08.15-05 Lot 72 972.0
105.2
15.1
95
1 110.0
G
08-15-05 I Lot 71 970.0
104.5 •
20.5 1
95
110.0
H
I 08-15-05 I Lot 71 972.0
105.1
18.2
94
110.0
I
08-15-05 j Lot 70 970.0
100.4
.22.1 i
91
110.0
J
08-15-05 Lot 70 972.0
105.7
19.8 I
95
110.0
K
1 08-15-05 ! Lot 69 971.0
100.9
16.9 1
92
110.0
L
I 08-15-05 Lot 69 973.0
102.3
17.2I
93
770.0
M I
08-15-05 Lot 68 971.0
108.2
20.1 1
98
110.0
N I
08-15-05 Lot 68 973.0
i
106.4
15.9 I
I
96 I
110.0
AA
08-16-05 Lot 60 Front 977
99.6
I
15.7 I
91
110.0
138 I
08-16-05 Lot 59 Front 977
1.05.6
1.5.8
96
110.0
CC
08.16-05 Lot 58 Front 977
104.3
11.9
95
110.0
DD
08-16-05 Lot 57 Front 979
101.8
16.3
93
110.0
EE
08-16-05 Lot 56 Front 974
108.8
14.7
99
110.0
FF
08.16-05 I.ot 55 Front 979
152.4
20.1
93
1.10.0
GG
08-16-05 Lot 54 Front 979
102.9
17.2
94
110.0
HH
08-16-05 Ixt 54 Back 979
103.6
16.1
95
110.0
IT
08-16-05 of 54 Back 979
105.2
15.5
95
110.0
Jj
08-16-05 I Lot 56 Back 979
102.1
17.3
93 .
110.0
QIC
1
0 0
LLI
08-16-05 I of 58 Back 977
99 3
13.4
90
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Dmity % Moisturc Rclativc Maximum
In Place In Place I Compaction Density
MM
NN
00
PP
08-16-05
08-16-05
08-16-05
08-16-05
Lot 59 Back
Lot 60 Back
Lot 47 Back
Lot 48 Back
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
UU
08-17-05
Lot 72 Back
VV
08-17-05
Lot 72 Back
WW
08-17-05
Lot 74 Back
XX
08-17-05
Lot 74 Back
YY I
08-17-05
Lot 75 Back
Z -G
08-17-05
Lot 75 Back
AAAI
08-17-05
Lot 76 Back
BBB 1
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 i
08-19-05
Lot 86 Back
GGG
08-19-05
Lot 87 Back
HHH!
0&-19-05
Lot 75 A
01
08.19-05
Lot 75 A
JJJ
08-19-05
Lot 75 A
KKK;
08-19-05
Lot 75 A
LLL I
08-19-05
Lot 80 B
mmk
08-19-05
Lot 88 B
NNN
08-19-05
Lot 81 B
0001
08-19-05 I
Lot 810
PPPI
08-19-05
Lot 82 B
QQQ ,
08-19-05
Lot 82 B
RRR
08-20-05
Lot 75 A
SSS
08-20-05
Lot 75 A
'111'C
08-20-05
Lot 75 A
UUU
08-20-05
Lot 75 A
A
08-22-05
Lot 83 B Back
B
08-22-05
Lot 84 B Back
DATE: Match 2, 2006
977
977
995
995
974
976
975
977
975
933
975
977
97.4.
976.0
973.0
975.0
971.0
972.0
972.0
972.0
973.0
965.0
%7.0
965.0
967.0
971.5
973.5
971.5
973.5
971.0
973.0
105.1
103.2
102.1
104.3
108.3
103.2
100.8
101.7
102.1
105.9
104.2
102.0
103.5
100.4
105.2
102.1
100.5
101.6
103.2
104.0
102.4
94.4
101.7
106.3
100.8
100.7
102.3
101.3
104.6
102.9
100.1
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.
1.9.5
19.2
20.1
17.8
19.2
20.4
969
102.6 I
7.4
969
104.0 i
7.7
PG
105.1
6.9
PG
102.8
7.3
973.0
108.2
13.2
974.0
104.3
19.3
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
93
95
96
93
98
95
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
110.0
110.0
110.0
110.0
110.0
110.0
110.0
I 710.0.
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
j 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture I Relative Maximum
In Place I In Place Comflaction Density
C
D
E
1574
1575
1576
1577
1578
1579
1580
1581
1582
1583
1584
1585
1586
1587
1588
1589
A
B
C
D
E
F
C
H
08-22-052
08-22-05
08-22-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
09-23-05
08-23-05
08-23.05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23-05
08-23.05
08-23-05
Lot 85 B Back
Lot 86 B Back
Lot 87 B Back
Lot 35 8 Front
Lot 35 B Front
Lot 36 B Front
Lot 36 B Front
Lot 35 B Back
Lot 35 B Back
Lot 36 B Back
Lot 36 8 Back
Lot 35 B Front
Lot 3513 Front
Lot 36 B Front
Lot 36 B Front
Lot 35 B Back.
Lot 35 B Back
Lot 36 B Back
Lot 36 B Back
Lot 77 B Back
Lot 77 B Back
Lot 75 B Back
Lot 75 B Back
Lot 76 B Back
Lot 76 B Back
Lot 77 B Back
Lot 77 B Back
974.0
974.0
975.0
989
991
990
992
984
986
984
986
993
995
994
996
988
990
988
990
966.0
968.0
967.5
967.5
967.0
969.0
966.0
968.0
102.9
105.2
100.9
103A
101.5
101.4
105.0
104.3
102.2
100.8
104.5
106.7
103.3
101.0
105.4
104.6
100.9
102.3
101.7
107.1
105.4
98.1
98.1
107.8
101.2
105.9
103.1
17.7
16.9
18.2
8.8
9.9
12.5
10.7
10,2
11.7
9.1
8.4
8.9
10.4
7.9
9.2
11.8
10.6
10.4
9.0
12.6
16.2
22.9
22.9
18.2
16.7
17.2
15.1
94
95
92
94
92
92
95
95
93
92
95
97
94
92
96
95
93
93
92
97
95
89*
89"
97
92
95
94
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
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
15901
08-24-05
Lot 34 B Front
992 1
103.3
8.6
94
110.0
1591;
08-24-05 i
Lot 34 8 Front
993.5
102.1
10.5 I
93 i
110.0
1592:1
08-24-05
Lot 34 B Back
985
106.0
9.4
96 I
110.0
1593108-24-05
Lot 34 B Back
987
103.9
8.8
94 f
110.0
1594
08-24-05
Lot 35 B Front
996
105.5
12.1
96 I
110.0
15951
08-24-05
Lot 35 B Front
997
104.4
11.3
95 I
110.0
15961
08-24-05
Lot 36 B Back
992
106.9
10.0
97 !
110.0
3.597
08-24-05
Lot 36 B Back
994
102.8
13.5
93
110.0
1598
08-24-05 iLot
34 B Back
988.5
100.7
11.0
92
110.0
1599
08-24-05
Lot 34 B Back
990.5
102.5
9.5
93
110.0
1600
08-24-05 1
Lot 34 B Back
992
105.8
8.7
96
110.0
1601
08-24-05
Lot 34 B Back
993
104.0
10.4
95
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No.I Date Tested Location Elevation I Dry Density % Moisture I itelative I Maximum
In Place in Place Compaction Density
1602
08-25-05
Lot 34 8 .Front
995
100.4.
9.1
1603
08-25-05
Lot 34 B Back
994.5
102.3
13.7
1604
08-25-052
Lot 35 B 'Front
998
105.1
11..0
1605
08.25-05
Lot 35 B Back
992
103.6
9.0
1606
08-25-05
Lot 36 B Front
997.5
107.1
I 8.6
1607
08-25-05
Lot 36 b Back
996
104.0
1 10.4
1608
08-25.05
Lot 35 B Back
994
105.5
12.6
A
08-25-05
Lot 66 B Back
997.0
104.1
13.2
B
08.25-05
Lot 66 B Back
999.0
1.01..2
14.9
C
08-25-05
Lot 64-B Back
978.0
106.3
15.6
0
08-25.05
Lot 64 B Back
980.0
102.9
12.9
E
08-25-05
Lot 65 B Back
977.0
103.7
13.9
F
08-25-05
lot 65 8 Back
979.0
104.2
15.2
G
08-25-05
Lot 64 B Back
978.0
109.0 ,
13.9
H
I
08-25-05
Lot 64 B Back
980.0
101.4
17.2
1
08-25-05
Lot 66 B Back
977.0
103.9
19.5
j
08-25-05
Lot 66 B Back
979.0
106.2
14.7
K
08-25-05
! Lot 65 B Back
979.0
101.3
17.0
L
08-25-05
Lot 65 B Back
979.0
105.3
1.3.4
M.
08-25-05
Lot 67 B Back
976.0
105.1
13.9
N
08-25-05
tot 67 8 Back
978.0
102.4
13.0
O i
09-2-5-05
i Lot 67 B Back
976.0
104.7 !
13.6
P I
08-25-05
Lot 67 B Back
978.0
101.8
11.9
16091
08-26-05
Lot 33 B Center
992
101.1
11.3
1610
08-26-05
' Lot 34 8 Center
994
102.5
14.1
1611
08-26-05
Lot 35 B Center
994
105.3
12.4
1612:
08-26-05
I Lot 36 B Center
995
101.7
11.3
1613i
08-26-05
Lot 34 B Back
995.5
103.6
10.0
16141
08-26-05
Lot 35 B Back
995.5
100.1
8.3
16151
08-26-05
Lot 35 B Back
997
101.8
13.4
1616
08-26-05
Lot 36 B Front
998.5
106.1.
13.2.
1617!
08-26-05
Lot 36 B Back
997.5
104.0
12.5
1618 j
08-26-05
Lot 75 B Front
966
•101.3
16.9
16191
08-26.05
Lot 75 B Front
968
94.5
20.4
1620
08-26-05
Lot 76 B Front
966
103.3
15.5
1621
08-26-05
Lot 76 B Front
968
102.0
14.3
1622
08-29-05
bot 55 8 Back
981.0
108.2
15.5
1623
08-29-05
Lot 55 B Back
983
102.5
14.9
1624 i
08-29-05
Lot 58 B Back
979.5
105.4
19.2
DATE: Marcb 2, 2006
I
91 110.0
93 110.0
96 110.0
94 110.0
97 110.0
95 110,0
96 110.0
95 110.0
92 110.0
96 110.0
94 110.0
93 110.0
95 I 110.0
99 110.0
92 ! 110.0
95 110.0
96 110.0
92 110.0
95 110.0
95 110.0
93 110.0
95 110.0
93. I 110.0
92 110.0
93 110.0
96 110.0
92 110.0
94 110.0
91 110.0
93 I 1.10.0
96 110.0
95 110.0
90 I 112.0
84* 112.0
92 112.0
91 112.0
91 11.9.0
92 112.0
94 112.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No.
Date Tested
Location
Elevation
Dry Density%
in Place
Moisture
I in Place
Relative
C4mpaction
I Maximum
I Densi
1625
08-29-05
Lot 58 B Back
981.5
105.6
16.7
94
112.0
1626
08-29-05
Lot 54 B Back
981
103.8
16.0
93
112.0
16271
08-29-05
Lot 54 B Back
983
103.4
15.3
92
112.0
16281
08-29-05
Lot 5311 Front
980
106.5
14.7
95.
112.0
1629
08-29-05
Lot 53 Front
982.0
102.3
17.3
91
112.0
16301
08-29-05
Lot 56 B Front
981
108.9
7 6.5
92
119.0
1631;
08-29-05
Lot 56 B Front
983
107.6
13.2
I 96
112.0
1632;
08-29-05
Lot 57 B Front
981
104.8
15.1
94
112.0
1633
08-29.05
Lot 57 B Front
983
103.4
12.0
i 92
112.0
1634!
08.29-05
Lot 54 B Front
781
107.2
11.6
%
112.0
16351
08-29-05
Lot 54 B Front
983
105.6
13.1
I 94
112.0
1636
i 08-29.05
Lot 55 B Front
981.
104.0
13.8
93
112.0
16371
08-29-05
Lot 55 B Front
983
105.3
12.6
94
112.0
1638
08-29-05
i Lot 58 B Front
980
103.3
10.9
92
112.0
16391
08-29-05
Lot 58 B Front
982
1015
1.2.4
91
112.0
1.640;
08-29-05
I Lot 56 B Back
981
i 108.0
11.3
93
112.0
1641
08-29-05
Lot 56 B Back
983
106.1
15.0
95
112.0
1642
` 08-29-05
' Lot 57 B Back
980
1055
14.4
94
112.0
1643
08-29-05
Lot 57 B Back
982
104.7
11.9
93 i
112.0
1644
08-30-05
Lot 53 B Back
984
105.9
16.6
96
110.0
1645
08-30-05
Lot 54 B Back
985
1065
125
96 1
110.0
1646
08.30-05
Lot 55 8 Back
985
108.9
9.8
99 i
110.0
1647,
08-30-05
Lot 56 B Back
984.5
102.3
15.2
93
110.0
1648
08-30-05
Lot 57 8 Back
984.0
104.2
13.9
95
110.0
1649
08-30-05
Lot 58 B Back
983.0
107.3
17.1
97 ;
110.0
1650
08-30-05
Lot 59 B Back
979.0 i
103.1
16.4
94
110.0
1651;
08-30-05
Lot 59 B Back
• 981.0
100.8
11.9
92
110.0.
1652
! 08-30-05
Lot 60 B Back
979.0
105.2
13.7
95
110.0
1653;
08-30.05
Lot 60 B Back
981.0 ,
103.4
15.5
94
110.0
1654
08-30-05
Lot 35 B Front
999 (
104.1
14.3
93
112.0
1655
08-30-05
Lot 36 B Front
999.5 I
106.8
15.2
95
1.12.0
16561
08-30-05
Lot 35 B Back
998 I
102.2
13.1
91
112.0
1657
08-30-05
Lot 35 B Back
999 i
101.3
11.8
90
112.0
1658
08-30-05
Lot 36 B Back
998.5
105.1
13.3 I
91
112.0
1659
08-30-05
Lot 36 B Back
1000
103.0
14.7
92
112.0
1660
08-31-05
Lot 59 B Front
982.0
103.2
12.8
94
110.0
1661
08-31-05
Lot 59 B Front
984.0
102.3
15.5
93
110.0
1662
08-31-05
Lot 60•B Front
982.0
106.8
10.9
95
110.0
1663
08-31-05
Lot 60 B Front
984.0
102.4
11.2
93 i
110.0
DATE: March 2, 2006
Sladden Engineertag
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California - REPORT NO: 06-02-120
Test No. I Date Tested I Location Elevation I Dry Density I % Moisture I Relative I Maximum
1664
08-31-05
Lot 64 B Center
975.0
104.9
13.8
95
110.0
1665
08-31-05
Lot 61 B Center
977.0
103.2
15.2.
94
110.0
1666
08-31-05
Lot 61 B Center
979.0
106.4
14.7
96
110.0
1667
08-31-05
Lot 59 8 Back
982.0
102.2
15.8
93
1.10.0
1668
08-31-05
Lot 59 B Back
984.0
105.6
11.9
96
110.0
1669
08-31-05
Lot 60 8 Back
982.0
1043
14.3
95
10.0
1670
08-31-05
Lot 60 B Back
984.0
106.8
113.6
97
110.0
1671
08-31-05
Lot 31 8 Front
993
1013
8.1
92
110.0
1672
08-31-05
Lot 31 B Back
995
100.4
7.6
91
110.0
1673
08-31-05
.Lot 32 B Front
993.5
102.5
9.3
93
110.0
1674
08-31-05
Lot 32 B Back
995
101.8
8.4
93 I
110.0
1675
09-01-05
Lot 60 B Front
985.0
102.7
15.4
94
110.0
1676
09-01-05
Lot 61 B Front
981.0
99.1
17.7
90 i
110.0
1677
09-01-05
Lot 61 B Front
983.0
107.6
14.6
98
110.0
1678
09-01-05
Lot 62 B Front
978.0
100.4
12.8
91
110.0
1679
09-01-05
Lot 62 B Front
980.0
103.3
17.4
94 j
110.0
1680
09-01-05
Lot 63 B Front
979.0
100.2
13.7
91
110.0
1681
09-01-05
I Lot 63 B Front
981.0
104.2
13.3
I
95
110.0
1682
09-01-05
I Lot 64 B Front
981.0
165.4
15.2
95
110.0
16831
09-01-05
i Lot 64 B Front
983.0 ((
106.9
16.3
97
110.0
16841
09-01-05
I Lot 64 B Back
980.0 I
103.7 I
14.4
95
110.0
1685,
09-01-05
Lot 64 B Back
982 I
103.2
15.2
94
110.0
16861
09-01-05
Lot 63 B Back
979 I
101.4
13.9
92
110.0
1687;
09-01-05
Lot 63 B Back
981.0
107.2
16.3
97
110.0
1688
09-01-05
Lot 62 B Back
979.0
100.2
15.4
91 I
110.0
1689
09-01-05
Lot 62 B Back
981.0 I
105.8
14.6
96
110.0
1690
09-01-05
Lot 61 B Back
981.0 ;
. 103.6
15.9
95
110.0
16911
09-01-05
Lot 61 B Back
985.0
102.9
15.3
94
110.0
1692
I
09-07-05
Lot 103 B Front
PC ,
107.1
8.8
96 i
112.0
1.693
09-07-05
Lot 103 B Center
PC '
105.4
10.2
94
112.0
1694
09-07-05
Lot 103 8 Back
PG
104.3
9.7
93
112.0
1695
09-07-05
Lot 104 B Front
PC
106.0
10.5
95
112.0
1696
09-07-05
Lot 104 8 Center
PG
103.3
8.7
92
112.0
1697
09-07-05
Lot 104 B Back
PG
104.5
8.1
93
112.0
16981
09-07-05
Lot 60 B Front
986
107.3
9.9
96
112.0
1699 I
09-07-05
Lot 60 B Back
985.5
1.035
12,5 I
92
112.0
1700
09-07-05
Lot 60 B Center
986
103.7
13.4
93
112.0
1701
09-07-05 I
Lot 61 B Front
986
104.5
11.2 I
93
112.0
1702
09-07-05
Lot 61 B Back
985.5
101.3
1.4.1.
90 ,
112.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO; 522-4810
LOCATION: La'Quinta, California REPORT NO: 06-02-120
Test No. Date Tested Location ElevationGDeni % Moisture Relative Maximum
In Place I In Place Compaction I Densitv
1703
1704
1705
09-07-05
09-07-05
09-07-05
Lot 61 B Center
Lot 62 B Front
Lot 62 B Back
1706
09-08-05
Retest # 1104
1707
09-08-05
Retest # 1.115
1708
09-08-05
Retest a 1105
1709
09-08-05
Lot 108 5 Front
1710
09-08-05
Lot 108 B Back
1711!
09-08-05
Lot 112 B Front
983
104.1
979
1712!
.09-08-05
Lot 112 B Back
1713;
09-08.05
Lot 113 B Front
17141
09-08-05
I Lot 113 8 Front
1715
09-08-05
Lot 113 B Back
1716
09-08-05
Lot 113 B Back
1717
09-08-05
Lot 114 B Front
1718
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 10613 Center
1723
09-08-05
Lot 106 B Back
1724.
09-08-05
Lot 107 B Front
1725!
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
1 Lot 108 B Center
1729
09-08-05
i 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 B Back
1733
09-0$-05
S Lot 113 B Front
1734
09-08-05
i Lot 113 B Back
1735 I
09-08-05
Lot 113 6 Center
I
Contour Grading
17361
09-12-05
Per Plan
17371
09-12-05
Per Plan
17381
09-12-05
Per Plan
1739
09-12-05
Per Plan
1740
09-12-05
Per Plan
DATE: March 2, 2006
985.5
983
983.5
103.5
105.5
101.0
103.4
104.6
101.9
980
100.8
980
102.6
981
105.5
981
105.2
979
104.3
981
103:1
979.5
100.6
981.5
106.1
983
104.3
983
104.1
979
96.3
979
95.1
PG I
107.2
PC I
105.3
PG
106.5
PG I
104.1
PC
102.6
PG
101.4
PC
105.5
PG
103,7
PG
103.4
PC
106.6
PG
107.7
PG
106.3
PC
108.5
PC
105.3
PG
106.9
980
980
979.5
980
979.5
100.4
108.1
95.7
96.3
103.5
12.6
11.2
10.7
9.0
10.3
8.7
8.5
10.6
1.1..3
9.4
12.2
11.0
13.3
8.3
12.7
1.0.9
5.4*
4.63*
8.1
114
9.9
8.8
7.9
10.7
13.0
11.8
10.9
9.4
7.8
8.4
8.9
10.5
9.8
12.3
9.6
10.3
12.8
11.1
92
94
90
92
93
91
90
92
94
94
93
92
90
95
93
93
86*
85*
96
94
95
93
92
91
94
93
92
95
96
95
97
94
95
90
97
85*
86*
93
112.0
112.0
1.12.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
11.2.0
112.0
112.0
112.0
112.0-
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
I'
PROJECT NAME: Madison Club
TEST RESULTS
PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Test No. Date Tested M Location Elevation Dry DensityI % Moisture I Relativc Maximum
In Place In Place Compaction Density
1741
09-12-05
Per Plan
1742
09-12-05
Retest # 1719
1743
09-12-05 1
Retest # 1720
17441
09-12-05
Lot 116 B Front
1745 j
09-12-05
Lot 116 B Back
1746
09-72-05
Lot 116 B Center
1747
09-12-05
Lot 50 B Front
1748
09-13-05
Lot 50 B Front
1749
I 09-13-05
Lot 49 B Back
1750
09-13-05
Lot 49 6 Back
1751
09-1.3-05
Lot 50 B Back
1752
09-13-05
Lot 50 B Back
1753
09-13-05
Lot 49 B Front
1754
09-13-05
Lot 46 8 Front
11.3
% 112.0
987
17551
09-13-05
Lot 87 B Front
1756
09-13-05
Lot 87 B Back
1757.
09-13-05
Lot 86 8 Front
17581
09-13-05
Lot 86 B Back
1759
09-13-05
Lot 85 B Front
17601
09-13-05
i Lot 85 0 Back
1761
09-13-05.
i Lot 84 B Front
1762
09-13-05
Lot 84 B Back
105.5
9.1
1
17631
09-13-05
I,ot 83 B Front
1764
09-13-05
j Lot 83 B Back
1765
09-13-05
I Lot 82 B Front
1766
09-13-05
Lot 81 B Front
1767
09-13-05
Lot 80 B Front
1768
09-14-05
Retest # 1738
17691
09-14-05
Retest A 1739
1770
i 09-14-05
Per Plan
PG
96.5
12.2
17711,
09-14-05
Per Plan
17721
09-14-05
Per Plan
1773:
09-14-05
Per Plan
1774
09-14-05
Per Plan
1775
09-14-05
Per Plan
1776
09-14-05
Per Plan
1777
09-14-05
Per Plan
1778
09-14-05
Per Plan
1779
09-14-05
Per Plan
DATE: March 2, 2006
980.5
104.0
10.2
93 1.12.0
103.2
8.4
92- 112.0
101.5
8.9 i
91 112.0
PC
106.3
1.1.4
95 112.0
PC
104.7
13.5
93 112.0
PC
104.1
12.6
93 112.0
985
104.6
9.8
93 112.0
987
104.8
12.3
94 112.0
986
1.06.3
10.5
95 112.0
988
1035
13.2
92 112.0
985
107.1
11.3
% 112.0
987
102.9
14.0
92 112.0
982.5
105.7
13.4
94 112.0
987.5
103.5
11.1
92 1 '12.0
PC
.102.8
9.3
92 112.0
PC
104.0
8.8
93 112,0
PG
106.4
10.5
95 112.0
PC
105.5
9.1
94 112.0
PG
103.3
12.1
92 112.0
PC
107.1
8.7.
1 96 112.0
PG
101.8
8.5
1 91 112.30
PC
104.6
10.4
I 93 112.0
PC
100.8
9.3
i
90 112.0
PG
101..4
I 9.9
91 i 112.0
PG
96.5
12.2
i 83'P ! 112.0
PC
97.1
i 11.4
1 89. � 112.0
PG
95.4
1.0.2
85" 112.0
I
104.1
14.4
93 112.0
101.5
11.5
91 112.0
981.5
101.6
12.4
91 1.12.0
982
105.5
12.9
94 ' 112.0
982
103.7
10.7
93 i 112.0
983
100.9
I 15.1
I 90 I 112.0
983.5
105.4.
14.2
94 112.0
983.5
102.7
10.7
92 112.0
984
107.1
12.0
96 112.0
983.5
105.3
14.1
94 112.0
984
104.0
16.7
93 1.12.0
9835
102.3
12.5
91 112.0
Slodden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
I Date Tested
Location Elevation
Dry Density
In Place
% Moisture;
In Place
Relative
Compaction
Maximum
Density
1780 09-15-05
Lot 77 B Front 969
103.4
11.5
92
112.0
1781 09-15-05
Lot 77 B Back 969
105.1
( 9.6
94
112.0
1782 09-15-05
Lot 76 B Front 970
101.8
I 13.5
91
112.0
1783 09-15-05
Lot 76 B Sack _ %9.5
102,1
i 10.7
91
11.2.0
1784 09-15-05
Retest #
104.3
15.1
93
112.0
1785 09-15-05
Lot 75 B Front 970
100.9
I
14.0
90
112.0
1786 ; 09-15-05
Retest # D 8/23/05
103.3
12.8
92
112.0
17871 09-15-05
Retest.# D 8/23/05
1.05.5
I 16.5
94
112.0
17881 09-15-05
Lot 75 B Back 969.5
107.2
11.8
96
112.0
1789 09-15-05
Lot 74 B Front 970.5
1.03.4
14.9
92
112.0
1790:1 09-15-05
Lot 74 B Back 970.5
101.1
12.8
90
112.0
1791 i 09-15-05
Lot 73 B Front 971.5
106.6
13.3
95
112.0
1792; 09-15-05
Lot 73 8 Hack 971.5
104.0
10.6
93
112.0
17931 09-15-05
Lot 72 B Front 973.5
108.1
11.3
97
112.0
17941 09-15-05
Lot 72 B Back 973.5
106.2
9.7
95
112.0
1795 09-15-05
l,ot 77 B Front PG
10.8
125.0
93
112.0
1796 09-15-05
Lot 77 B Back PG
1.06.9
10.7
95
112.0
1797; 09-15-05
Lot 77 B Center PG
102.6
11.1
92
112,0
1798 I 09-16-05
Lot 70 B Back PG
11.3.0
11.5
95
119.0
1799 i 09-16-05
Lot 70 B Center PG
113.4
9.9
95
119.0
18M I 09-16-05
Lot 71 B Back PG
116.3
9.4
98
119.0
1801 09-16-05
Lot 71 Center PG
112.8
12.3
95
119.0
I
1802 09-16-05
Lot 71 B Front PG
116.1
10.2
98
119.0
18031 09-16-05
Lot 72 B Front PC
111.8
8.7
94
119.0
1&9! 09-16-05
Lot 722 B Center PG
107.1
10.6
90
112.0
19051 09-16-05
Lot 72 B Back PC
114.0
8.8
; 96 I
119.0
1806!1 09-16-05
I Lot 73 B Back PC
106.3
1.3.4
95
112.0
.18071 09-16-05
Lot 73 8 Center PG
115.9
11.0
97
19.0
1808 09-16-05
Lot 73 B Front PG
11.7.3
12.7
99
119.0
1809 09-16-05
Lot 74 B PG
112.6
9.8
95
119.0
1810 09-16-05
Lot 74 B PC
11.2.2
14.0
94 I
119.0
1811 I 09-16-05
Lot 74 B PG
108.1
11.1
97 I
112.0
1812 09-16-05
Lot 75 B PG
107.2
8.4
96
112.0
1813 09-16-05
Lot 75 B PG
116.6
10.7
98
119.0
1814 09-16-05
Lot 75 6 PC
116.1.
12.4
98
119.0
1815 09-16-05
Lot 76 B PG
108.3
9.6
97
112.0
1816 09-16-05
Lot 76 B PG
117.7
8.3
99
119.0
1817 09-16-05
Lot 76 B PC
114.4
10.5
96
119.0
1818 09-16-05 1
Lot 21 B Front 990
100.8
11.0
90
112.0
1819 09-16-05
Lot 67 B Front PG
109.1
9.4
92
119.0
DATE: March 2, 2006
Sladden Engineering '
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.
( Date Tested
Location Elevation
Dry Density
In Place
% Moisture
In Place
Relative
Compaction
Maximum
Density
1820
09-164)5
Lot 67 B Back PG
108.4
10.1
97
112.0
1.827.
09-16-05
Lot 67 8 Center. PC
107.0
9.2
96
112.0
1822
09-16-05
Lot 68 B Front PG
111.5
10.9 ,
94
1.1.9.0
1823
09-16-05
Lot 68 B Center PC
113.4
8.8
95
119.0
1824
09-16-05
Lot 68 B Back PG
110.9
8.5
93
119.0
1825
09-16-05
Lot 69 B Back PG
115.1
13.1
97
119.0
1826
09-16.05
Lot 69 B Center PG
116.3
11.5
98
119.0
1827
09-16-05
Lot 69 B Front PG
113.8
12.6
96
119.0
1828
09-16-05
Lot 70 B Front PG
114.3
10.0
%
119.0
1829
09-16-05
Lot 21 B Back 898.5
102.1
13.4
91
112.0
1830
i 09-16-05
rot 20 B Front 989
105.3
10.6
94
112.0
1831
09-16-05
Lot 20 B Back 989
l 101.5
11.3
91
1.12.0
1832
09-16-05
Lot 19 ON Front 988.5
100.9
9.3
90
112.0
1833
09-16-05
Lot 19 B Back 988.5
101.4
10.7
91
112.0
1834
09-16-05
Lot 18 B Front 989
103.3
11.8
92
112.0
1835
09-16.05
Lot 18 B Back 988.5
102.2
14.1
I 91
112.0
1836
09-19-05
Lot 21 B Front 991
103.1
10.0
92
112;0
1837
09-19-05
Lot 21 0 Back 991
101.6
9.6
91 i
112.0
1838
09-19-05
Lot 20 B Front 990.5
105.3
11.4
94 ;
1.12.0
1839
09-19-05
Lot 2013 Back 991
104.4
9.3
93
112.0
1840
09-19-05
Lot 19 B Front 990.5
101.3
12.4
90 ;
112.0
1841
09-1.9-05
Lot 19 B Back 990
102.7
11.8
92 i
112.0
1842
09-19-05
Lot 21 B Front 992.5
106.1
1.3.1
95
112.0
1843
09-19-05
I Lot 21 B Back 992
j 103.3
10.9
92
112.0
1844
09-19-05
Lot 20 B Front 992
I 104.4
8.8.
.93 I
112.0
1845
09-19-05
I Lot 20 B Back 992.5
100.8
11.3
90
112.0
1846
09-19-05
Lot 19 B Front 9925
102.0
12.9
91 i
112.0
1847,
09-1905
Lot 19 B Back 992
I
104.1
12.5
93
112.0
18481
09-20-05
Lot 21 B Front 993.5
I 100.5
8.1
90 I
112,0
1849
09-20-05
I Lot 21 B Back 993
94.3
4.2*
84*
112.0
1850
09-20-05
Lot 20 B Front 993
I 93.6
3.3*
84*
112.0
1851
09.20-05
Lot 20 B Back 993.5
99.1
2.9*
88*
112.0
1852
09-20-05
Lot 19 B Front 994
95.3
4.0"
85*
112.0
1853
09-20-05
Lot 19 B Back 993.5
97.1
3.6*
87*
112.0
1854
09-20-05
Lot 22 B Front 990
101.4
9.1
92 j
110.0
1855
09-20-05
Lot 22 B Back 990
101.1
8.3
92
110.0
1856
09-20-05
Lot 23 B Front 986
103.3
10.0
94 `
11010
1857
09-20-05
Lot 23 B Back 988
102.7
9.6
93
110.0
1858
09-20-05
Lot 22 8 Front 997.5
104.1
8.0
95
110.0
DATE: March 2, 2006
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-0810
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place ! Comnaction Density
1859
09-20-05
Lot 22 B Back
991
101.6
11.3
1860 I
09-20-05
Lot 23 B Front
987.5
94.0
4.5*
1861
09-20-05
Lot 23 B Back
989
94.1
3.3
1862
09-21-05
Retest #
102.6
12.5
1863
09-21-05
Retest #
105.3
14.8
1864
09-21-05
Retest #
104.7
15.7
1865
09-21-05
Retest #
100.8
11.3
1866
09-21-05
Retest #
103.0
9.9
1867
09-21-05
Lot 21 B Front
994.5
95.1
13.3
1868
09-21-05
I Lot 21 B Back
995
96.5
15.1
1869
09-21-05
Lot 20 B Front
995
94.1
12.4
1
1870
09-21-05
� Lot 20 B Back
994.5
97.2
11.8
18711
09-21-05
Lot 19 B Front
995
93.1
14.7
1872 i
09-21-05
Lot 19 B Back
995
97.3
10.9
1873
09-21-05
Lot 17 B Front
989
103.1
8.7
18741
09-21-05
Lot 17 B Back
9895
100.6
12.1
18751,
09-21-05
Lot 16 B Front
989.5
ii 101.5
9.6
1876:
09-21-05
Lot 16 B Back
990
I 102.0
13.4
1877,
09-22-05
Lot 30 B Front
993
101.4
10.3
1878
09-22-05
Lot 30 B Front
995
103.0
1.4.1.
1879.
09-22-05
Lot 30 B Back
990
104.5
13.6
1880
09-22-05
Lot 30 B Back
992
104.1 j
12.2
18811
09-22-05
i Lot 31 B Front
995
100.4
8.8
1882I
09-22-05
I Lot 31 B Front
996.5
106.3
11.4
1883,
09-22-05
Lot 31 B Back
997.
102.7
15.6
1884 I
09-22-05
Lot 31 B Back
'998
1025
14.3
1885 !
09-22-05 i
I..ot 30 8 Back
994
105.25
1.2.1
1886;
09.22-05
Lot 30 B Back
996
106.8
16.3
18871
09-22-05
Lot 18 B Front
9905 I
100.3
9.2
18881
09-22-05
Lot 18 B Back
990 I
101.3
10.4
1889
09-22-05
Lot 17 B Front
990 I
102.5
8.7
1890
09-22-05
Lot 17 B Back
990.5
99.1
9S
1891
09-22-05
Lot 16 B Front
990.5
99.4
8.1
1892
09-22-05
Lot 16 B Back
991
101.0
10.7
1893
09-23-05
Lot 17 Front
989.6
99.9
13.6
1894
09-23-05
Lot 17 Front
990.0
99.2
14.74
1895
09-23-05
Lot 18 Front
991.5
101.2
12.9
1896
09-23-05 I
Lot 18 Back
995.4
99.5
13.1
DATE: March 2, 2006
92 110.0
85* 110.0
86* 110.0
92 112.0
94 112.0
93 112.0
90 I 112.0
92 112.0
93 102.0
95 102.0
92 102.0
95 102.0
91 102.0
95 102.0
94 110.0
91 110.0
92 110.0
93 110.0
91 112.0
92 112.0
93 112.0
93 112.0
90 112.0
95 112.0
92 112.0
92 112.0
94 112.0
95 112.0
91 110.0
92 110.0
93 110.0
90 110.0
90 110.0
92 110.0
91 110.0
90 110.0
92 110.0
90 I 110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 5224810
REPORT NO: 06-02-120
Test No. Date Tested I Location Elevation I Dry Density I % Moisture I Relative I Maximum
In Place In Place Compaction Densitv
1897
09-23-05
Lot 23 Front 996.5
99
i
18.1 90
110.0
1898
09-23-05
Lot 23 Back 989.5
101.7
13.2 II 92
110.0
1899
09-23-05
Lot 24 Front 989.5
99.6
12.1 91
1.10.0
1900
09-23-05
Lot 24 Back 986.5
49.9
15.6 r 91
i 110.0
1901
09-23-05
Lot 23 Front 989.5
100.4
15.9 j 91
110.0
1902
09-26-05
Lot 29 B Front 990.5
101.6
9.9 f 92
j 110.0
1903
09-26-05
Lot 29 B Front 992
103.8
11.1 94
I 110.0
1904
09-26-05
Lot 28 B Front 991
104.0
8.6 95
110.0
1905
09-26-05
Lot 28 B Front 992.5
100.8
10.7 92
110.0
1906
09-26-05
Lot 29 B Back 9905
1.00.4 1
12.5 91
110.0
1907
09-26-05
Lot 29 B Back 992.5
102.0 i
10.3 93
110.0
1908
09-26-05
Lot 28 B Back 990
104.3
9.5 95
110.0
1909
09-26-05
Lot 28 B Back 992
101.2
13.41 .92
110.0
1910
09-26-05
Lot 25 B Front 989
101.8 j
16.6 93
110.0
1911
09-26-05
Lot 25 8 front 991
1.03.4.
17.1 92
.112.0
7972
09-26-05
Lot 25 B Back 990
105.5
13.6 96
130.0
1913
09-26-05
Lot 25 B Back 992
102.7
14.8 93
110.0
1914
09-26-05
Lot 26 B Front 989.5
101.0
12.6 92
.110.0
1915
09-26-05
Lot 26 B Front 991.5
106.3
10.8 97
110.0
1916
09-26-05
Lot 26 B Back 991
100.4
16.0 91
110.0
1917
09-26-05
Lot 27 B Front 991.5
103.3
12.9 94
110.0
1918
09-26-05
Lot 27 B Back 991
102.5
11.1 93
110.0
19191
09-27-05
Lot 9 B Front 995
101.3
8.4 1 92
110.0
1920
09-27-05
Lot 9 B Front 997
100.9
9.1 92
110.0
1921
09-27-05
Lot 9 B Back 995
102.04
�
11.8 93
110.0
19221
09-27-05 I
Lot 9 B Back 997
102.6
10.7 93
110.0
1923
09-27-05.
Lot 1.0 B front 994.5
103.5
8.1 94
110.0
1924
09-27-05
Lot 10 B Front 996.5
100.3
12.6 91
110.0
1925
09-27-05
Lot 10 B Back 994.5
99.4
11.0 90
110.0
1926
09-27-05
Lot 10 B Back 996
104.1
8.9 95
110.0
1927
09-27-05
Lot 11 B Front 994.5
101.8
10.5 93
110.0
1928
09-27-05
Lot 11 B Front 996
100.6
13.1 91
110.0
1929
09-27-05
Lot 11 B Back 994
103.9
11.4 94
110.0
1930
09-27-05
Lot 11 B Back 996
103.5
14.3 94
110.0
1931
09-27-05
Lot 12 B Front 9945
100.4
10.7 91
110.0
1932
09-27-05
Lot 12 B Front 996.5
99.3
101.1 90
110.0
1933
09-27-05
Lot 12 B Back 994.5
104.4
9.2 95
110.0
1934
09-27-05
Lot 12 B Back 996
102.7
12.1 93
1.10.0
DATE: March 21) 2006
Sladden Engineering
. i:
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 I Dry Density I % Moisture I Relative I Maximum
1935
09-28.05
Lot 9 8 Front
999
100.2
8.1
1936
09-28-05
Lot 9 B Back
999
100.6
11.6
1937
09-28-05
; Lot 10 B Front
998
104.1
10.5
1938
09-28-05
Lot 10 B Back
998.5
102.0
14.1
1939
09-28-05
Lot 11 B Front
998
102.8
12.7
1940
09-28-05
Lot 11 B Back
997.5
105.1
1.1.0
19.4.1.
09-28-05
Lot 12 B Front
998
103.3
9.7
1942
09-28-05
Lot 12 B Back
998.5
101.4
1.2.5
1943:
09-28-05
Lot 25 0 Front
993
104.3
10.6
1944!:
09-28-05
Lot 25 B Back
994
103.0
14.4
1945!
09-28-05
Lot 26B•Front
993.5
! 100.6
12.7
[946'
09-28-05
Lot 26 B Back
993
! 1.01.1.
11.1
19471
09-28.05
Lot 27 B Front
993.5
105.6
13.6
19481
09-28-05
Lot 27 B Back
993
102.5
15.1
19491
09-28-05
Lot 23 B Front
990.5
1.02.8
13.8
1950
09-28-05
Lot 23 B Back
991.5
100.5
10.9
1951
09-28-05
Lot 24 B Front
989.5
104.4
13.6
1952
09-28-05
' Lot 24 B Back
988.5
101.5
11.3
1953
09-28-05
Lot 23 B Front
992.5
106.1
14.5
1954.
09-28-05
Lot 23 B Back
993.5
105.6
12.7
1955
09-28-05
I.At 24 6 Front
991.5
i 102.9
11.8
1956
09-28-05
I Lot 24 B Back
990.5
104.1
12.8
1957 I
09-28-05
Lot 24 B Front
993.5
I
100.5
I
10.0
1958;
09-28-05
i Lot 24 B Back
992.5
102.6
11.9
1959
09-29-05
Lot 9 B Front
1000.5
105.3
13.1
19601
09-29-05
Lot 9 B Back
1000.5
1.02.6
15.7
1961
09-29-05
Lot 10 B Front,
1.000
100.3
15.4
1962
09-29-05
Lot 10 B Back
1000
103.1 I
12.8
19631
09-29-05
1 Lot 11 B Front
999.5
101.5
16.3
1964:
09-29-05
I Lot 11 B Clack
999
101.8 �
14.0
19651
09-29-05
Lot 12 0 Front
1000
1005
16.8
1966'
09-29-05
Lot 12 B Back
999.5
`
106.6 I
13.0
1967
09-29-05
Lot 13 B Front
995
103.9
1.1.7
1968
09-29-05
Lot 13 B Back
994.5 '
99.4
15.9
1969
10-03-05
Lot 9 B Front
1002.5 1
106.1
11.0
1970
10-13-05
+ Lot 9 B [lack
1002.5 �
108.2
9.8
1971
10-03-05
Lot 10 B Front
1002
104.7
10.6
1972
10-03-05
; Lot 10 B Back
1001.5
104.3
10.4
1973
10-03-05
; Lot 116 Front
1001 '
107.5
95
DATE: March 2, 2006
91
91
95
93
93
96
94
92
95
94
91
92
96
93
93
91
95
92
96
96
94
95
91
93
96
93
91
94
92
93
91
97
94
90
95
97
93
93
96
110.0
110.0.
110.0
110.0
110.0
110.0
1.10.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110; 0
110.0
110.0
110.0
110.0
110.0
110.0
112.0
112.0
112.0
112.0
112.0
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. I Dace Tested I Location
1974
1975
1976
1977
1978
1979
1980
1981
1982
19831 1984,
1985!
19861
19871
1988!
1989i
19901
19911 1992
19931
19941
1995
19961
1997
1998
1999
2000
2001
2002
2003
2004
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
10-03-05
10-03-05
10-03-05
10-04-05
10-04-05
10.04-05
10-04-05
10-04-05
10-04-05
10-04-M
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-04-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10.05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
10-05-05
DATE: March 2, 2006
Lot 11 B Back
Lot 13 B Front
Lot 13 B Back
Lot 23 B Front
Lot 23 B Back
Lot 24 B Front
Lot 24 B Back
Lot 25 B Front
Lot 25 B Back
Lot 3 A Back
Lot A Back
Lot A Back
Lot A Back
Lot A Back
Lot 5 A Back
Lot A Back
Lot A Back
Lot 17 B Front
Lot 17 B Back
Lot 16 B Front
Lot 16 B Back
Lot 15 B Front
Lot 15 B Back
Lot 3 A Back
Lot3 A Back
Retest # 1985
Retest # 1986
Retest as 1987
Lot 5 A Back
Loth A Back
Lot 6 A Back
Lot A Front
Lot 6 A Front
Lot 7 A Front
Lot? A Front
Lot 3 A Front
Lot 3 A Front
Lot 4 A Front
Lot 4 A Front
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation I Dry Density I % Moisture I Relative { Maximum
1001.5
996
996
994,5
995.5
995.5
994.5
995
996
993
994,5
993
995
995
996
993.5
995.5
991.5
992
992.5
993
990
990
996
997
996
996.5
997.5
994
996 1
i
994
996
994
996
993.5
995.5
103.4
13.1
92
101.8
12.3
91
103.9
11.2
93
100.3
8.8
91
102.7
11.5
93
103,8
13.7
94
100.4
12.6
91
99.5
14.1
90
104.4
10.2
95
104.3
17.1
95
100,4
12.6
91
96.1
21.3*
87*
98.4
15.1
89*
98.1
Me
88-
101.3
14.4
92
101.6
9.1
92
102.9
13.4
94
103.6
1.05
94
103,8
12.7
94
19.5*
87*
110.0
101.3
13.3
92
100.4
11.2
91
104.1 1
12.3 1
95
96.1
23.4
871
97,4 1
11.8
84*
100,2 I
20.1
91
102.3 !
12.9
93
95.2
20.7' I
87-
96.9
13.5 I
88*
102.4
15.2 ;
93
103.5
14.3 i
94
101.1
10,6
92
104.5
9.3
95
100.8
11.4
92
96.2
9.3
87"
104.4
14.4
95
103.8
13.0
94
102.7
15.3
93
98.1
11.6
89*
1.10.0
112.0
112.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
1.1.0.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
Sladden Engineering
- .:
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
Test No. ! Date Tested I Location
2013
10-05-05
Lot A Front
2014
10-05-05
Lot A Front
2015
10.06-05
Retest# 1997
2016
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
Lot6 A Back
2023
10-06-05
Lot 7 A Back
2024
10.06-05
Lot 7 A Back
2025
10-06-05
Retest # 2012
2026
10-06-05
Lot 4 A Front
2027
10-06-05
Lot 5 A Front
2028
10-06.05
Lot 5 A Front
2029
10-06-05
1 Lot•6 A Front
2030
10-06-05
Lot 6 A Front
2031
10-06-05
i Retest # 2008
2032
1.0-06-05
Lot 7 A Front
2033
10-07-05 • :
Lot 3 A Back
2034
10-07-05 I
Lot 3 A Back,
1000
99.3
10.0
2035
10-07-05
Lot 4 A Back
2036
10-07-05
Lot 4 A Back
2037
10-07-05 1
Lot 5 A Back
2038
10-07-05 I
Lot 5 A Back
20391
10-07-05 i
Lot 6 A Back
2040
10-07.05
Lot 6 A tack
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 A Front
2046
10-07-05
Lot 5 A Front
2047
10-07-05
Lot 6 A Front
2048
10-07-05
Lot A Front
2049
1.0-07-05
Lot 7 A Front
2050
10-07-05
Lot 7 A Front
DATE: March 2, 2006
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Elevation Dry Density % Moisture 1 Relative Maximum
In Place In Place I Compaction I Density
994.5
104.4
14.8
996.5
101.0
12.3
101.8
10.3
108.3
14.6
996.5
101.4
15.1
998.5
102.8
14.0
99.5
16.1
100.3
14.3
998.5
103.1
10.4
1000
102.0
11.6
996
104.4
13.1
998
101.7
9.6
106.9
8.8
997.5
103.7
12.6
997.5
103.5
11.3
998
100.1
15.4
997.5
105.2
10.7
999
101.6
14.4
99.6
13.3
998
100.8
16.0
999
101.3
8.6
1001
102.4
11.5
1000
99.3
10.0
1001.5 I
99.2
9.1
998
103.6
8.9
1000
102.8
10.7
1001.5
102.5
12.8
1003
104.1
1110
1.000
100.6
9.9
1002
103.4
13.0
999.5
106.5
8.4
1001 1
104.0
12.5
1000
104.8
11.3
!
1001.5 I
101.5
13.4
1000.5
102.6
9.7
1002
100.2
9.5
1000 !
102.4
11.1
1001.5 I
99.6
10.3
95 110.0
92 110.0
93*" 110.0
98*' 110.0
92 110.0
93 110.0
90** I 110.0
91w* 110.0
94 110.0
93 110.0
95 110,0
92 110.0
97'* 110.0
94 110.0
94 110.0
91 110.0
96 10.0
92 110.0
91** 110.0
92 110.0
92 I 110.0
93 110.0
90 110.0
90 7.1.0.0
94 110.0
93 110.0
93 110.0
95 110.0
91 110.0
94 110.0
97 110.0
95 110.0
95 110.0
92 110.0
93 110.0
91 110.0
93 110,0
91 11.0.0
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California.
PROJECT NO: 5224810
REPORT NO; 06-02-120
Test No.I Date Tested Location Elevation I Dry Donsity I % Moisture Relative I Maximum
In Place In Place I Commaction j D=ity
2051
10-10-05
Lot 3 A Back
1002
104.5
11.9
2052
10-10-05
I Lot 4 A Back
1002.5
101.6
14.8
2053
10-10-05
Lot 5 A Back
1001.5
101.8
15.3
2054
10-10-05
Lot 117 8 Front
974
92.3
17.1*
2055
10-10-05
Lot 117 B Back
974
93.4
18.9"
2056,
10-10.05
Lot 11.8 8 Front
973.5
91.8
20.4*
2057
10-10-05
Lot 118 B Back
973
i 95.0
21.3*
2058
10-11-05
Lot 3 A Back
1004
115.9
12.0
2059
10-11-05
Lot 4 A Back
1004.5
103.8
13.1
20601
10-11-05
Lot 5 A Back
1005
101.4
14.6
20611
10-11-05
Lot 4 A Front
1004.5
100.1
11.8
2062!
10-11-05
Lot 3 A Front
1004
106.0
11.4
2063
10-11-05
Lot 6 A Back
1005.2
109.7
8.8
2064!
10-11-05
Lot 7 A Back
1004.5
104.1
12.9
2065;
10-11-05
Lot 5 A Front
1005
105.3
10.6
2066!
10-11-05
Lot 6 A Front
10055
j 103.4
14.1
2067:
10-11-05
Lot 7 A Front
1004.5
103.8
13.5
2068'
10-11-05
Lot 3 A Front
1002.5
1 105.4 ,
13.5
2069'
10-11-05
Lot 4 A Front
1003
102.6 '
11.8
2070
10-11-05 I
Lot 5 A Front
1003
106.3
14.1
20711
10-11-05
Lot 6 A Front
1004
100.2
12.0
20721
10-11-05 !
Lot A Front
1003
99.4
10.7
2073 ,
10-11-05 ':
Lot 3 A Back
1002.5
103.5
12.8
2074
10-11-05
Lot 4 A Back
1003.5
101.4
15.6
2075
10-11-05
Lot 5 A Back
1002
104.0
11.1
20761
10-11-05
Lot 6 A Back
1004
101.8
9.9
2077!
10-11-05
Lot 7 A Back
1003
102.5
13.3
2078'
10-12-05
Parking Lot
988
101.3
9.1
2079;
10-12-05
Parking Lot
988
103.6
8.2
2080
10-12-05
Parking Lot
989
99.3
10.3
20811
10-12.05
Parking Lot
988.5 I
105.4
13.1
2082
10-12-05
Parking Lot
990 1
102.0
11.8
20831:
10-12-05 I
Parking Lot
990 I
101.3
12.9
2084
10-12-05
Parking Lot
991
104.1
10.7
2085
10-12-05
Parking Lot
990.5
102.8
13.5
i
20861
10-13-052
Lot A
982.5
102.1
11.4
20871
10-13-05
Lot B
983
105.4
10.0
2088
10-13.05
Lot C
985 ,
100.3
13.5
DATE: March 21 2006
95 110.0
92 110.0
93 110.0
84* 110.0
85° 110.0
83* 110.0
86* 110.0
97 119.0
94 110.0
92 110.0
91 110.0
96 + 110.0
92 1 119.0
95 11.0.0
96 110.0
94 110.0
94 .110.0
96 110.0
93 110.0
97 110.0
91 I 110.0
90 110.0
94 110.0
92 I 110.0
95 1 110.0
93 i 110.0
93 I 110.0
92 I 110.0
94 I 100.0
90 110.0
96 110.0
93 110.0
92 110.0
95 110.0
93 110.0
93 110.0
% 110.0
91 110.0
SYadden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. Date Tested Location Elevation Dry Density % Moisture Relative I Maximum
In Place in Place I Compaction Dcnsity
2089
2090
2091
2092
2093
2094
2095
2096
2097
2098
2099
2100
2101
27.02
2103
2104
2105
2106
2107
2108
2109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
DATE:
1.0-13-05
Lot D
10-13-05
Lot E
10-13-05
Lot F
10-13-05
Lot G
1.0-13-05
Lot 1.1
10-13-05
Lot I
10-13-05
Lot]
10-14-05
Lot A
10-14-05
Lot B
10-14-05
Lot C
10-14-05
Lot D
10-14-05
Lot E
10-14-05
Lot F
10-14-05
i Lot G
10-14-05
Lot H
10-14-05
Lot I
10-14-05
Lot
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
March 2, 20C
Lot 17 B Front
Lot 1713 Front
Lot 18 B Front
Lot 18 B front
Lot 19 B Front
Lot 20 B Front
Lot 20 B Front
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
1004
1005.5
1006
1006.5
993.5
995.5
993.5
995.5
997
997
999
106.1
103.5
101.6
101.2
104.3
107.1
103.1
101.1
101.6
103.9
102.8
99.3
104.5
100.8
104.1
103.9
102.5
102.9
105.8
103.5
1.01.4
100.8
104.7
99.5
103.0
106.1
105.3
101.9
103A
103.9
101.3
104.5
102.6
100.3
101.6
105.4
101.8
101.3
9.6
8.9
12.4
12.9
14.1
8.9
10.2
9.3
11.8
12.4
10.2
9.6
11.2
13.8
11.0
10.7
12.4
13.2
11.0
14.5
12.6
10.7
10.4
14.1
12.7
11.0
15.1
13.4
10.5
10.7
1.2.1.
9.9
11..4
8.6
10.0
102.8
11.1
8.7
96
94
92
92
95
97
94
92
92
94
93
90
95
92
95
94
93
94
96
94
92
92
95
90
94
96
96
93
94
94
92
95
93
91
92
96
93
92
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
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
Sladden Engineering
10-24-05
Lot 8 A Front
10-24-05
Lot A Front
10-24-05
Lot A Front
10-24-05
Lot 9 A Front
10-24-05
Lot 10 A Front
10-24-05 i
Lot 10 A Front
10-24-05
Lot 1.1. A Front
j 10-24-05
Lot 11 A Front
10-24-05
Lot 8 A Back.
10-24-05
Lot8 A Back
10-24-05
Lot 9 A Back
10-24-05
Lot 9 A Back
10-24-05
Lot 10 A Back
10.24-05
Lot 11 A Back
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
10-26-05
March 2, 20C
Lot 17 B Front
Lot 1713 Front
Lot 18 B Front
Lot 18 B front
Lot 19 B Front
Lot 20 B Front
Lot 20 B Front
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
1004
1005.5
1006
1006.5
993.5
995.5
993.5
995.5
997
997
999
106.1
103.5
101.6
101.2
104.3
107.1
103.1
101.1
101.6
103.9
102.8
99.3
104.5
100.8
104.1
103.9
102.5
102.9
105.8
103.5
1.01.4
100.8
104.7
99.5
103.0
106.1
105.3
101.9
103A
103.9
101.3
104.5
102.6
100.3
101.6
105.4
101.8
101.3
9.6
8.9
12.4
12.9
14.1
8.9
10.2
9.3
11.8
12.4
10.2
9.6
11.2
13.8
11.0
10.7
12.4
13.2
11.0
14.5
12.6
10.7
10.4
14.1
12.7
11.0
15.1
13.4
10.5
10.7
1.2.1.
9.9
11..4
8.6
10.0
102.8
11.1
8.7
96
94
92
92
95
97
94
92
92
94
93
90
95
92
95
94
93
94
96
94
92
92
95
90
94
96
96
93
94
94
92
95
93
91
92
96
93
92
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
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
Sladden Engineering
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Twt No. I Date Teated I Location Elevation Dry Density I % MoistureRelative I Maximmn
in Place I in Place Corm action I Densitv
2127
10-26-05
2128
1046-05
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
2138
10-27-05
2139
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
21471
10-27-05
2148
10-27-05
21491
10-27-05
2150:
10-27-05
2151
10-28-05
2152;
10-28-05
2153:
10-28-05
21541
10-28-05
2155;
10-28-05
2156;
10-28-05
21571
10-28-05
2158,
10.28-05
2159'.
10-28-05
21601
10-28-05
2161
10-28-05
2162
10-28-05
2163
10-28-05
2164
10-28-05
2165
10-28-05
2166;
10-28-05
Lot 21 B Front 998.5
106.6
13.4
Lot 21 B Front 1000
103.9
13.0
Lot 22 B Front 9935
100.6
10.1
Lot 22 B Front 995.5
102.2
14.3
Lot 23 B Front 996.5
102.9
12.6
Lot 23 B Front 998.5
1 105.3
11.8
Lot 22 B Front 997.5
1 103.0
13.2
Lot 22 B Front 999
' 106.1
10.7
Sales Center 989.5
103.9
12.5
Sales Center 989.5
101.1
10.6
Lot 17 B Back 994
102.2
8.8
Lot 17 B Back 996
I 1.00.4
10.9
Lot 18 B Back 997.5
104.1
I
i 11.6
Lot 19 B Back 997
I 103.0
1 9.3
Lot 20 B Back 996.5
106.1
13.2
Lot 20 B Back 998
104.5
12.1
Lot 21 H Back 997
101.1
14.0
Lot 21 B Back 999
100.3
I 11.4
Lot 22 B Back 993
105.1
I 13.2
Lot 22 B Back 995
102.8
13.2
Wt 2213 Back 997
101.5 I
10.3
Lot 22 B Back 999
101.9 1
14.1
Cate House 992
99.1
7.1
Gate House 994
100.6 I
8.3
Lot 1 A Front 996
I 101.6 1
13.1
Lot 1 A Front 998
101.9
11.5
Lot 2 A Front 998
1.04.7
14.3
Lot 2 A Front 1000
102.8 1
12.6
Lot 1 A Front 1000.
103.4 1
12.1
Lot 1 A Front 1002
100.2 1
15.1
Lot 2 A Front 1002
105.3
13.0
Lot 2 A Front 1003.5
101.2 I
11.6
Lot 2 A Back 1003.5
103.1
10.7
Lot 11 A Front PG
107.2
9.6
Lot 11 A Back PG
103.8
11.1
Lot 11 A Center PG
104.3
10.8
Lot 10 A Front PG '
101.5
12.6
Lot 10 A Back PG
100.1
8.7
Lot 10 A Center PG 1102.6
11.0
Lot 9 A Front PG
105.4
9.3
DATE: March 2, 2006
i
i
I
97
110.0
94
110.0
91
110.0
93
110.0
96
110.0
96
110.
94
110.0
96
110.0
94
110.0
92
1.10.0
93
110.0
91
110.0
95
110.0
94
110.0
96
110.0
95
110.0
92
110.0
91
110.0
96
110.0
93
110.0
92
110.0
93
110.0
90
110.0
91
110.0
92
110.0
93
110.0
95
11.0.0
93
110.0
94
110.0
91
110.0
96
110.0
92
110.0
94
110.0
97
110.0
94
110.0
f 95 i
110.0
92
110.0
I 91
110.0
93
110.0
j 96
110.0
Sladden Engineering
TEST RESULTS
PROJECT NAME; Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.Date Tested 1 Location Elevation DryDensity%Moisturel Relative I Maximum
I . , In Place I In Place I Compaction I Density
2167
21.68
21691
2170;
2171
21721
2173'
2174,
2175
2176
2177
2178
2179
2180
2181
2182
2183
2184
2185
2186
2187
2188
2189
21901
2191
21921
2193
2194
2195
21961
2197
21981
21991
22001
2201
2202
2203
2204
22M
10.28.05
10-28-05
10-28-05
10-28-05
10-28-05 !
10-28-05
10-28-05
10-28-05. ,
10-28-05 1
10-2&05 j
10-28-05
10-28-05 ,
10-28-05
10-28-05
10-2&05
10-28-05
10-28-05
10-28-05
10-28-05
10-28-05
11-01-05
11-01-05
11-01-05
11-01.05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01-05
11-01.-05
11-01-05
11-01-05
11-01-05
11-01-05
11-02-05
11-02-05
11-02-05
11-02-05
DATE: March 2, 2006
Lot 9 A Back
Lot 9 A Center
Lot A Front
Lot 8 A Back
Lot? A Front
Lot.7 A Back -
Lot 6 A Front
Lot 6 A Back
Lot 6 A Center
Lot 5 A Front
Lot 5 A Back
l.ot 4 A Front
Lot 4 A Back
Lot 4 A Center
I..ot 3 A Front
Lot 3 A Back
Lott A Front
Lot 2 A Back
Lotl A Front
Lot 1 A Back
Lot 10 B Back
Lot 10 B Front
Lot 13 B Front
Lot 13 B Back
Lot 14 B Front
Lot 14 6 Back
Lot 15 B Front
Lot 15 B Front
Lot 15 B Back
Lot 15 B Back
Retest #
Lot 16 B Front
Lot 16 B Back
I,ot 15 B Front
Lot 15 B Back
Lot 23 8 Back
Lot 23 B Back
Lot 24 B Front
Lot 24 B Front
PG
103.7
11.0
PG
106.6
9.2
PG
102.4
12.5
PG
102.7
13.0
PG
104.7
13.1
PG
108.1
11.0
PC
106.3
11.4
PG
103.4
14.1
PG
105.3
10.9
PG I
100.9
14.5
PG
102.6
12.0
PG
104.4
9.8
PC
107.1
1.1.0
PG
105.4
12.6
PG I
103.2
8.8
PC I
103.5
10.4
PG
106.6
11.8
PG I�I
102.4
12.4
PC I
99.3
9.1
PG i
100.7
I 9.6
1003
104.0
j 9.3
1002 1
102.0
10.7
998
100.4
11.6
998
103.3
13.1
997
105.1
9.8
997
101.4
11.0
992
100.1
10.7
994
100.6
10.2
992
103.7
12.6
994
104.8
10.1
99.3
8.7
994.5
102.5
12.3
995
105.6
13.4
996
103.4
10.8
996
106.8
9.5
997.5
104.9
1.1..8
999.5
102.6
10.1
997.5
106.7
13.4
9995
103.5
9.6
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
95
93
97
94
110.0
110.0
910,0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
110.0
Sladden Engineering.
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No.I Date Tested I Location Elevation Dry Density % Moisture I Relative I Maximum
In Ptacc In Place comnactioe Dcnxity
2206
11-02-05
Lot 24 B Back
2207
11-02-05
Lot 24 B Back
2208
11-02-05
Lot 25 B Front
2209
11-02-05
Lot 25 B Front
2210
11.02-05
Lot 25 B Back
2211
11-02-05
Lot 25 B Back
2212
11-02-05
Lot 26 B Front
221.3
11-02-05
Lot 26 8 Front
2214
11-02-05
Lot 26 B Back
2215,
11-02-05
i Lot 26 8 Back
2216
2217
22181
22191
2220
2221
2222
2223
22241
22251
22261
2227!
2228;
22291
22301
2231 I
2232
2233
2234
2235
2236
22371
2238
2239
2240
2241
2242
2243
11-03-05
Lot 9 B Front
11-03-05
Lot B Back
11-03-05
Lot 10 B Front
11-03-05
; Lot 10 B Back
11-03-05
Lot 11 B Front
11-03-05
Lot 11 B Back
11-03-05
Lot 12 B Front
1.1-03-05
Lot 12 B Back
11-03-05
Lot 13 B Front
11-03-05
Lot 13 B Back
11-03.05
i Lot 14.0 Front
11-03-05
Lot 14 B Back
11-03-05
i Lot 15 B Front
11-03-05
I Lot 15 B Back
11-03-05
Lot 16 B Front
11-03-05
1 Lot 16 B Back
11-04-05
11-04-05
11.04-05
11-04-05
11-04-05
1.1-04-05
11-04-05
11-04-05
11-04-05
11-04-05
11-04-05
11-07-05
Lot 17 B Front
Lot 17 B Back
Lot 18 B Front
Lot 18 B Back
Lot 19 B Front
Lot 19 B Back
Lot 20 B Back
Lot 21 B Front
Lot 21 B Back
Lot 22 B Front
Lot 22 B Back
Lot 17 B Front
996.5
9985
997
999
998
1000
995.5
997.5
995
997
PG
PG
PG
PG
PG
PG
PG
PG
PG
PC
PG
C
PG
PG
PG
PG
997.5
998
997.5
998
999
999
1000
1001.5
1001
1001
1001
PC
100.3
104.1
101,1
101.4
1.04.4
103.6
106.0
102.5
101.8
103.7
105.1
102.8
102.5
104.0
1005
100.8
103.1
105.7
106.9
104.4
101.7
1.02.1
105.5
103.3
107.1
104.2
103.6
105.4
101.0
100.6
104.3
104.1
1.02.8
107.3
1.05.0
103.3
104.6
103.3
11.1 91
10.0 95
12.4 92
14.1 92
9.7 95
8.8 94
11.4 96
9.9 93
12.9 93
13.4 94
9.5 96
11.0 93
10.4 93
12.3 95
11.1 91
9.3 92
12.8 94
12.1 96
9.7 97
9.2 95
1.0.0 93
10.5 93
12.6 96
13.1 94q
8.8 97
10.7 95
10.1 94
11.5 96
12.5 92
9.8 91
14.6 95
12.9 95
13.6 93
11.4 98
11.9 95
15.1 94
13.0 95
9.0 1 94
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
11.0.0
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
DATE: March 2, 2006
gladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Test No. I Date Tested I Location Elevation I Dry Density % Moisture I Relative I Maximum
In Placc In Place I Compaction Densitv
2244
2245
2246
2247
2248
2249
2250
2251
2252
2253
2254
2255
2256
2257
2258
2259
2260
2261
2262
2263
2264
2265
2266
2267
2268
2269
2270
2271
2272
2273
2274
2275
2276
2277
2278
2279
2280
2281
11.07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-07-05
11-08-05
11-08-05
11-08-05
11-08-05
11-08-05
11-09-05
11-09-05
11-09.05
11-09-05
1.1-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
1.1-09.05
11-09-05
11-09-05
I1-09-05
11-09-05
11-09-05
11-09-05
11-09-05
11-09-05
I1-09-05
11-10-05
Lot 1.7 B Back
Lot 17 B Center
Lot 18 B Front
Lot 18 B Back
Lot 18 B Center
Lot 19 a Front
Lot 19 B Back
Lot 19 B Center
Lot 20 B Front
Lot 20 B Back
Lot 20 B Center
Lot 118 B
Lot 119 B
Lot 120 B
Lot 121 B
Lot 122 B
Lot 25 B
Trot 25 B
Lot 25 B
Lot 26 B
Lot 26 B
Lot 26 B
Lot 27 B
Lot 27 B
Lot 27 B
Lot 21 B
Lot 21 B
Lot 21 B
Lot 22 B
Lot 22 B
Lot 22 B
Lot 23 B
Lot 23 B
Lot 23 B
Lot 24 B
Lot 24 B
Lot 24 B
Lot 117 B
PG
PG
PC
PG
PG
PG
PC
PG
PG
PG
PG
3.0 BPG
3.0 BPC
3.0 BPC
3.0 BPG
3.0 BPG
101.4
104.6
100.5
102.8
104.9
106.1
103.5
105.3
101.8
101,4
104.0
110.2
110.2
104.3
104.9
101.8
PG j 106.5
PG 99.9
PG I 104.4
I'G i 106.8
PG 101.2
PG 102.7
PG ( 101.8
PG 103.2
PG 104.1
PG 99.6
PC 99.9
PG 108.5
PG 99.0
PG 107.5
PG 103.8
PC 101.0
PG 104.6
PG 104.6
PG 101.0
PC 103.7
PG 100.5
PG
103.4
8.1
11.5
7.9
10.7
9.3
11.4
8.8
12.4
11.0
9.9
10.7
92'
110.0
95
110.0
91
110.0
93
110.0
95
110.0
96
1.1.0.0
94
I 110.0
96
110.0
93
I 110.0
92
110.0
95
110.0
8.4
98
112.0
12.5
98
112.0
14.7
93 !
112.0
14.7
94 1
112.0
11.8
91 i
i
112.0
13.2
97
110.0
7.1 j
91 I
110.0
6.8 !
95 ;
110.0
12.2
97 I
110.0
5.0
92
110.0
7.0
93 I
110.0
7.9 4
92
11.0.0
9.2
94 I
110.0
11.6
I
95
110.0
11.1
91
110.0
1.1.6
91 I
110.0
9.5
99
110.0
5.9
90
110.0
8.4
98
110.0
15.1
94
110.0
9.6
92
1.10.0
5.7
95
110.0
10.4
95
110.0
9.9
92
110.0
12.8
94
110.0
10.4
91
110.0
9.2
94
110.0
DATE: March 2, 2006
Sladden Engineering
V A
PROJECT NAME: Madison Club
LOCATION: La Quinta, California
TEST RESULTS
PROJECT NO: 522-4810
REPORT NO: 06-02-120
Tewt No. Date Tested Location Elevation I Dry Density I % Moist= I !Relative I Maximum
In Place I In Place I Compaction I Dcwity
2282
2283
2284
22851
2286
2287
2288
2289
2290
2291
2292
2293
2294
2295;
2296
2297
2298
2299
2300
2301
23021
2303
2304:
2305!
23061
23071
2308
23091
23101
231"
231,
231,
231
231;
2311
231;
2311
23]S
2321
11-10.05
11-10-05
11.-10-05 i
11-10-05
1110-05
11-10-05
11-10-05
11-10.05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-10-05
11-.10-05
11-10-05
11-10-05
11-14-05
11-14-05
11-14-05
11-14-05
11-14-05
11-14-05
11-14-05
11.-1.4-05
11-15-05
11-15-05
11-15-05
11-15-05
11-15-05
11-15-05
11-15-05
11-15.05
11-15-05
11-15-05
DATE: March 2,2006'
Lot 117 B
Lot 118 B
Lot 118 B
Lot 119 B
Lot 119 B
Lot 4.0 8
Lot 40 B
Lot 118 5
Lot 119 B
Lot 120 8
Lot 121 B
Lot 1.22 B
Lot 29 B
Lot 29 B
Lot 29 H
Lot 28 B
Lot 28 B
Lot 28 B
Lot 30 B
Lot 30 B
Lot 30 B
1,ot 31 B
Lot 31 B
Lot 32 B
Lot 32 B
Lot 36 B
Lot 36 B
Lot 35 B
Lot 35 B
Lot 39 B
Lot 3913
Lot 38 B
Lot 38 8
Lot 37 B
Lot 37 B
Lot 33 B
Lot 33 B
Lot 34 B
Lot 34 B
PG
PG
PG
PC
PG
PC
PG
1.0 BPC
1,0 BPG
1.0 BPC
1,0 BPG
1.0 BPC
PG
PC
PG
PG
PG
PG
PG
PC
PG
PC
PG
PG
PG
PG
PC
PG
1'G
PG
PC
PG
PC
PG
PG
PC
PG
PC
PG
105.3
108.8
103.4
105.3
109.1
108.3
109.1
99.9
100.6
100.0
. 99.8
102.0
109.2
107.9
108.2
108.9
108.9
109.1
105.0
104.0
105.9
108.5
108.0
108.8
104.5
107.5
100.4
102.5
103.3
109.0
108.7
103.1
108.6
108.4
104.7
108.2
101.7
103.1
100.1
11.8
9.8
9.6
10.2
11.7
9.8
11.5
12.2
11.9
12.6
14.4
1.1..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 1.10.0
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
98 116.0
99 '110.0
99 110.0
99 110.0
99 110.0
95 110.0
95 110.0
96 ` 110.0
99 110.0
98 110.0
99 I 110.0
93 110.0
98 110.0
91 110.0
93 110.0
94 4 1.10.0
1
99 I 1.10.0
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
Sladden Engineering
TEST RESULTS
PROJECT NAME: Madison Club PROJECT NO: 522-4810
LOCATION: La Quinta, California REPORT NO: 06-02-120
Tcst No. Date Tested Location Elevation Dry Density I % Moisture Relative Maximum
In Place In Place Compaction Density
2321
2322
2323
2324
2325
2326
2327
2328
2329
2330
2331
2332.
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
11-17-05
2333
11-21-05
2334
11-21-05
2335
11-21-05
2336
11-21-05
2337
11-21-05
2338
11-21-05
2339,
11-21-05
,
2340;
11.-21-05
2341
11-21-05
2342:
11-21-05
23431
11-21-05
23441
11-21-05
2345
11-21.-05
2346
11-21-05
2347
11-21-05
2348
11-21-05
2349'
11.28-05
2350
11-28-05
1
2351
01.-04-06
2352
01404-06
2353
01-04-06
2354
01-04-06
23551
01-04-06
Lot 120 B
Lot 120 B
Lot 121 B
Lot 121 B
Lot 122 B
Lot 122 B
trot 82 8
Lot 82 B
Lot 81 B
Lot 81 B
Lot 80 8
Lot 80 B
Lot 43 B
Lot 43 B
Lot 42 8
Lot 42 B
Lot 4113
Lot 41 8
Lot 48 B
Lot 48 B
Lot 47 B
Lot 47 B
Lot 46 B
Lot 46 B
Lot 45 B
Lot 45 B
Lot 44 B
Lot 44 B
Lot 63 B
Lot 63 B
Sales Office
Sales Office
Sales Office
Sales Office
Sales Office
PG
PG
PG
PG
PC
PG
PC
PG
PG
PG
PC
PG
109.1
1.03.5
105.2
109.0
105.1
106.7
103.1
108.1
104.4
105.9
103.1
99.9
PG 109.1
1'G 108.1
PG 109.1
PG i 1.08.9
PG 106.8
PC 109.1
PG 107.3
PG 108.7
PG 106.7
PG 105.9
PG 108.8
PG j 109.1
PC 108.7
PG 107.7
PG 107.8
PG 106.7
PG
107.9
PC
106.2
5.0 BSG
101.9
4.0 BSG
99.9
2.0 8SG
99.8
5.0 BSC
98.1
3.0 BSG
99.9
9.9
16.5
11.1
13.7
11.4
13.3
8.9
8.9
13.6
12.8
11.9
10.6
11.4
13.1
12.4
11.9
13.1
11.6
7.4
7.0
6.1
7.1
6.5
6.1
7.1
6.5
10.2
9.4
99
94
96
99
96
97
94
94
95
96
94
91
99
98
99
99
97
99
97
99
97
96
99
99
99
98
98
97
10.2
98
10.4
97.
9.7
93
8.3
92
9.6
92
10.6
90
15.4
92
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0
110.0.
110.0
110.0
109.0
109.0
109.0
109.0
109.0
DATE: March 2, 2006
Sladden Engineering