HomeMy WebLinkAboutCT 04-14A; TRAILS END; FINAL SOILS REPORT; 2020-04-07COMPACTION REPORT OF GRADING
AND IMPROVEMENTS CONSTRUCTION
TRAILS END DEVELOPMENT, CT 04-14
CITY OF CARLSBAD, CALIFORNIA
FOR
DONNA DRIVE, LLC
5505 CANCHA DE GOLF
RANCHO SANTA FE, CALIFORNIA 92091
W.O. 6635-B/D/E/F-SC APRIL 7, 2020
Geotechnical C Geologic C Coastal C Environmental
5741 Palmer Way C Carlsbad, California 92010 C (760) 438-3155 C FAX (760) 931-0915 C www.geosoilsinc.com
April 7, 2020
W.O. 6635-B/D/E/F-SC
Donna Drive, LLC
5505 Cancha De Golf
Rancho Santa Fe, California 92091
Attention: Mr. Dan Hayden
Subject: Compaction Report of Grading and Improvements Construction, Trails End
Development, CT 04-14, City of Carlsbad, California
Dear Mr. Hayden:
In accordance with your request, and as required by the City, GeoSoils, Inc. (GSI) has
prepared this compaction report of grading and improvements construction for the
proposed residential structures. Observations and field compaction testing for these
construction tasks occurred periodically between March 2016, and February 2020.
Grading operations by others were observed and fill was selectively tested by a
representative of GSI on an as-needed basis during rough grading, and then on a part-time
as-needed basis, during subsequent improvements construction. The scheduling of such
as-needed/“part-time” work was solely determined by your field representatives, and GSI
relied on this notification when providing geotechnical testing and observation services.
Grading was substantially completed for the lower level building pads within Lots 1-14 by
October 31, 2017 (GSI, 2017d), and substantially completed for the upper building pads
(including building wall backfills) by June, 2018. Line and grade was provided by others
and not GSI. Unless specifically superceded herein, the conclusions and
recommendations in the referenced geotechnical reports prepared by this firm (see the
Appendix) remain valid and applicable, and should be appropriately implemented during
the balance of construction.
PURPOSE OF GRADING
The primary purpose of grading was to mitigate potentially compressible soils within the
influence of the planned structures, and to create uniform fill pads for the planned
residential construction. Grading equipment included scrapers, dozers, hydraulic
excavators, compactors, and water trucks.
GeoSoils, Inc.
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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ENGINEERING GEOLOGY
The geologic conditions exposed in excavations during the process of remedial grading
for the planned residential structures, slopes, and street areas were selectively observed
by a representative(s) from our firm. Based on our observations, site geologic conditions
generally appear to be consistent with preliminary work completed by this office
(GSI; 2003, 2013, and 2014, and 2016e).
Earth materials encountered during grading typically consisted of undocumented fill,
surficial deposits of colluvial soils (topsoils), and Quaternary-age old paralic deposits,
which are considered to be the “formational” soils underlying this project. Pervasive,
adverse geologic structures were not observed in the earthwork excavations. The
approximate limits of fill placed under the purview of this report, and as-built geology is
shown on Plates 1 and 2. Plates 1 and 2 use the grading plan, prepared by Masson &
Associates, Inc., ([MAI], 2017), as a base.
GROUNDWATER
Regional groundwater was not encountered within the earthwork excavations. Owing to
the estimated depth to regional groundwater (generally near sea level [GSI, 2003]), and
more than 50 feet below the site, the effects of such should not be significant. Due to the
nature of site earth materials, perched groundwater conditions may manifest in the future
along zones of contrasting permeabilities and densities (i.e., fill lifts, fill/formation contacts,
geologic discontinuities), as a result of excessive precipitation, over-irrigation, infiltration,
and/or damaged underground utilities. Should such conditions occur in the future, GSI
could provide recommendations for mitigation.
GEOTECHNICAL ENGINEERING
Remedial Earthwork
1. Prior to grading, existing vegetation was removed and hauled offsite.
2. During grading, potentially compressible unsuitable soils (i.e., existing fill,
Quaternary colluvium [topsoil], and any highly weathered formation were removed
to expose suitable formational soil. The depth of excavations necessary to remove
potentially compressible soils was on the order of 2 to 6 feet below the natural
surface grades. The removal of unsuitable soils was generally completed below
a 1:1 (horizontal:vertical [h:v]) projection down from the bottom, outboard edges
of the perimeter foundations of the structures and/or ±5 feet outside the building
footprint, or about 5 feet beyond the limits of grading per plan, whenever possible,
as measured by the grading contractor.
GeoSoils, Inc.
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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3. Overexcavation/undercutting was performed on transition (i.e., cut/fill) pads, and cut
pads, in order to provide a minimum 3- to 4-foot thick fill cap, or to a depth equal to
approximately one-third the maximum fill depth within a given building pad area.
Overexcavation of plan fill pads was also performed to this same criteria, where the
plan fill thickness was less than the minimum recommended fill cap thickness. This
“one third” rule was primarily enacted in order to minimize the potential for adverse
differential settlement across an area with a large differential fill thickness.
Exceptions to the “one-third” rule were made for building Lot 7/8, where the
minimum fill thickens is less than 1/3 the maximum fill thickness. In order to
mitigate this condition, fill soils placed for the support of the upper building pad
were compacted to a minimum relative compaction of at least 93 percent.
Approximate elevations of removal and/or overexcavation bottoms are shown on
Plate 1.
4. Prior to fill placement, the bottoms of the remedial grading excavations
(i.e., removals and overexcavations/undercuts) were scarified, moisture conditioned
to slightly above optimum moisture conditions, and then re-compacted to at
least 90 percent relative compaction (ASTM D 1557), where tested.
Overexcavation/undercut bottoms were graded to slope/drain toward the street or
other approved area.
5. All processing of original ground in areas to receive fill, as shown on Plates 1 and 2,
were observed by a representative of GSI.
6. Earthwork was performed to provide relatively uniform building pads for the planned
new residential structures and other onsite improvements. Transitions occur
between engineered fill (observed and tested by GSI), cut areas, and ungraded
areas about the perimeter of the site, and generally occur as shown on Plate 1. As
such, any planned, settlement-sensitive improvements/foundations spanning these
transitions, and/or located within areas beyond the limits of fill placed under the
purview of this report, will be subject to an elevated potential for adverse soil
movement and associated distress, if these conditions are not mitigated in the
future. Additional recommendations for treatment of soils in these areas may be
provided on request, should be proposed.
Engineered Fill Placement
Prior to site grading placed under the purview of this report, the site was underlain with
deposits of undocumented fill, colluvial topsoils, and paralic deposits. Excavation and
processing of these materials during site grading generally produced admixtures of
primarily silty sands, with minor amounts of clayey sands and clay. Site grading also
required a significant amount of soil import. Soil import generally consisted predominantly
expansive silty sands, silty sands w/gravel, and clayey sands w/gravel. All imported soil
was limited to borrow sites producing very low expansive soil (expansion index [EI] in the
range of 0-20).
GeoSoils, Inc.
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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During grading, engineered fills were placed in approximately 6- to 8-inch lifts, moisture
conditioned, mixed to achieve optimum, or greater soil moisture conditions, and
mechanically compacted to a minimum relative compaction of 90 percent of the laboratory
standard (ASTM D 1557), where tested. Exceptions to the prescribed minimum relative
compaction were for fills used as building wall, and upper pad support for Lots 7/8, where
a minimum relative compaction of at least 93 percent, was recommended. The
approximate location of field density test performed during rough/mass grading are shown
on Plate 1, while the approximate location of field density tests performed during building
wall back fill operations, are shown on Plate 2. The results of compaction testing are
presented in the attached Table 1, at the end of this report. As-built fill depths for specific
building areas are shown in the attached Table 2, “Lot Summary, As-Graded Conditions,”
at the end of this report.
FIELD TESTING
1. Field density tests were performed using the nuclear method, and sand cone
method, in general accordance with ASTM test method D 6938-10 (Procedure A)
and D 1556. The compaction test results are presented in the attached Table 1.
The approximate locations of the field density tests performed during grading
operations are presented on Plate 1.
2. The field dry densities of the engineered fill were evaluated as a percentage of the
maximum dry density attained in the laboratory for the representative soil types
encountered during grading. Where field density testing indicated inadequate
compaction or moisture content, the failure area was reworked until at
least 90 percent of the laboratory standard (ASTM D 1557) was achieved.
3. Field density tests were taken at periodic intervals and random locations to check
the compaction of the engineered fill placed by the contractor.
SLOPES
Graded Slopes
Graded slopes constructed under the purview of this report should typically perform
satisfactorily with respect to gross and surficial stability under normal conditions of care,
routine and periodic maintenance, and rainfall (semi-arid). Graded slopes were
constructed using grading techniques in general accordance with the approved report by
GSI (2013, 2016e), and recommendations provided in the field during grading. Fill slopes,
constructed under the purview of this report, were provided with a basal bench, or keyway,
excavated into suitable earth material in general accordance with the approved GSI
recommendations. Cut slopes exposed suitable bedrock/formational earth material(s) and
adverse structures (i.e., adversely oriented bedding planes) were not noted. Graded
GeoSoils, Inc.
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slopes are erosive. Due to the relatively granular nature of soil onsite, slopes should be
planted and stabilized (jute, or other, similar ground cover), until an adequate vegetative
cover is established.
Temporary Slopes
Any proposed/future temporary construction slopes may be constructed at a gradient
of 1:1 (h:v), or flatter, in compacted fill (assuming adverse conditions are not present, as
evaluated by GSI prior to workers entering trenches), provided seepage or groundwater
is not present. Utility trenches may be excavated in accordance with guidelines presented
in Title 8 of the California Code of Regulations for Excavation, Trenches, and Earthwork,
with respect to “Type B” soil (compacted fill), again provided seepage or groundwater is
not present. Construction materials and/or stockpiled soil should not be stored
within 5 feet from the top of any temporary slope. Temporary/permanent provisions should
be made to direct any potential runoff away from the top of temporary slopes.
Natural Slopes
Natural slopes are generally not present within the limits of this project.
SUBDRAINAGE
Subdrainage was not constructed as part of mass grading operations. All retaining walls,
including MSE walls, as discussed below, were provided with subdrainage/back drainage
tied into drainage outlets by the contractor. All wall subdrains/backdrains appear to be
constructed in accordance with GSI recommendations.
RETAINING WALLS
General
As part of the grading plan (MAI, 2017), it was necessary to construct several retaining
walls onsite, using both concrete masonry unit (CMU) and mechanically stabilized earth
(MSE) construction methodology. Observation and testing services were provided by this
office during wall construction, as discussed below.
MSE Wall
A mechanically stabilized earth (MSE) wall, or “grid” wall, was constructed along the
northern property line, north of Lot 14. All MSE wall construction was observed on a
continuous basis by a representative from GSI. Earth materials used in wall construction
were evaluated for strength characteristics and found to be in general accordance with
plan specifications (also see the laboratory testing herein). Global stability of wall
GeoSoils, Inc.
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configurations was evaluated, and have calculated factor of safety (1.5 static, 1.1 seismic)
against failure (GSI; 2017a, 2017b, and 2017c).
Special Inspection - MSE Wall Construction
• Unit dimensions appear to be per plan (ABI, 2017b). Unit verification of compliance
with ASTM C 1372 was provided by the wall contractor.
• Foundation cuts for MSE walls appear to be completed into suitable native soil
(formation) or properly compacted fill.
• Unit placement, including alignment and inclination, appear to be per the approved
plan (ABI, 2017b).
• Geosynthetic reinforcement type and placement appear to be in general
accordance with the plans, and as recommended by GSI.
Wall Drainage
Wall drainage for both CMU and MSE walls was placed in general accordance with GSI
recommendations, and per plan.
Compaction Testing
Field density tests were performed using the sand cone ASTM test method D1556, and the
nuclear (densometer) ASTM test method D 6938-10 (Procedure A). The test results
obtained during grading operations indicate that compacted fill soils appear to meet the
minimum compaction/moisture requirements previously established and adopted by the
City, the wall contractor/engineer, and as recommended by this office (i.e., at
least 90 percent relative compaction, and at least optimum moisture, per ASTM D 1557
[see the attached Table 1]), where tested. Exceptions to the prescribed minimum relative
compaction were for fills used as building wall, and upper pad support for Lots 7/8, where
a minimum relative compaction of at least 93 percent, was recommended. The
approximate location of field density tests performed during building wall backfill
operations, are shown on Plate 2. A summary of compaction tests for both CMU and MSE
walls are presented in Table 1, attached.
TRENCH BACKFILL (GSI PHASE D)
GSI was onsite on an as-needed/part-time basis, as solely determined by the client’s field
representative.
GeoSoils, Inc.
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Trails End, CT 04-14, Carlsbad April 7, 2020
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Sewer Line Trench Backfill
Onsite and imported soils were used as backfill for sewer line trenches on the project, and
placed in general accordance with standards of practice and GSI recommendations. The
required compaction was achieved by mechanical means. The minimum compaction
specified was 90 percent of the laboratory standard (ASTM D 1557). In areas where testing
was requested and performed, our tests indicate that compaction appears to be at
least 90 percent of the laboratory standard (ASTM D 1557), at or above to soils optimum
moisture content for sewer line trench backfill, where tested. Test results are summarized
in the attached Table 1 (Field Density Test Results).
Storm Drain Trench Backfill
GSI was onsite on for storm drain trench backfill testing on an as-needed/part time basis,
as solely determined by the client’s field representative. Onsite and import soils were used
as backfill for storm drain trenches on the project, and placed in general accordance with
standards of practice, City guidelines, and GSI recommendations. The required
compaction was achieved by mechanical means. The minimum compaction specified
was 90 percent of the laboratory standard (ASTM D 1557). In areas where testing was
requested and performed, our tests indicate that compaction appears to be at
least 90 percent of the laboratory standard (ASTM D 1557), at or above to soils optimum
moisture content for storm drain trench backfill. Test results are summarized in the
attached Table 1 (Field Density Test Results).
Water Line Trench Backfill
GSI was onsite for water line trench backfill testing on an as-needed/part time basis, as
solely determined by the client’s field representative. Onsite and import soils were used as
backfill for waterline trenches on the project, and placed in general accordance with
standards of practice, City guidelines, and GSI recommendations. The required
compaction was achieved by mechanical means. The minimum compaction specified
was 90 percent of the laboratory standard (ASTM D 1557). In areas where testing was
requested and performed, our tests indicate that compaction appears to be at
least 90 percent of the laboratory standard (ASTM D 1557), at or above to soils optimum
moisture content for waterline trench backfill, where tested. Test results are summarized
in the attached Table 1 (Field Density Test Results).
Joint Trench Backfill
GSI was onsite for joint trench backfill testing on an as-needed/part time basis, as solely
determined by the client’s field representative. Native and import soils were used as
backfill for the joint utility trenches onsite, and placed in general accordance with
standards of practice, City guidelines, and GSI recommendations. The required
compaction was achieved by mechanical means. The minimum compaction specified
was 90 percent of the laboratory standard (ASTM D 1557). In areas where testing was
requested and performed, our tests indicate that compaction appears to be at
GeoSoils, Inc.
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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least 90 percent of the laboratory standard (ASTM D 1557), at or above to soils optimum
moisture content for waterline trench backfill, where tested. Test results are summarized
in the attached Table 1 (Field Density Test Results).
PAVEMENT CONSTRUCTION (GSI PHASE E)
Pavement Subgrade
GSI was onsite for testing of pavement subgrade (SG) soil on an as-needed/part time basis
during the preparation of pavement subgrade, as solely determined by the client’s field
representative. GSI observed and tested the compactive effort put forth by the contractor
during the preparation of the subgrade. Based on our observations and testing, the
subgrade materials evaluated appear to have been compacted to at least 95 percent
relative compaction, and to at least the soils optimum moisture content, per ASTM D 1557,
for traffic pavement areas, and at least 90 percent relative compaction (and at optimum,
or greater soil moisture) for sidewalk subgrade, in areas where testing was requested and
performed. Test results are summarized in the attached Table 1 (Field Density Test
Results).
Aggregate Base
GSI was onsite for testing of aggregate base (AB) materials on an as-needed/part time
basis, as solely determined by the client’s field representative. GSI observed and tested
the compactive effort put forth by the contractor during the placement of aggregate base
beneath curb and gutters, cross gutters, and street pavements. Based on our observations
and testing, aggregate base materials appear to have been compacted to at least 95
percent relative compaction, and to at least the soils optimum moisture content, per
ASTM D 1557, in areas where testing was requested and performed. Test results are
summarized in the attached Table 1 (Field Density Test Results).
Asphaltic Concrete
The maximum (hveem) density used in compaction testing was provided by the asphaltic
concrete supplier. Compaction testing indicates that relative compaction appears to
exceed a minimum 95 percent relative compaction (of the hveem density), where tested.
Test results are summarized in the attached Table 1 (Field Density Test Results).
LABORATORY TESTING
Maximum Density Testing
The laboratory maximum dry density and optimum moisture content for the major soil
types, encountered during grading, were evaluated in general accordance with test
method ASTM D 1557. The following table presents the results:
GeoSoils, Inc.
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Trails End, CT 04-14, Carlsbad April 7, 2020
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SOIL TYPE MAXIMUM DENSITY
(PCF)
MOISTURE CONTENT
(PERCENT)
A - Dark Yellowish Brown, Silty Sand 126.0 9.7
B - Brown, Silty Sand 124.5 10.6
C - Dark Brown, Sandy Clay 118.0 13.5
D - Olive Brown Silty Sand (Import)124.3 9.2
E - Brown Silty Sand (Import)124.7 11.4
F - Olive Brown, Clayey Sand w/gravel
(Import)
119.5 10.5
G - Brown, Silty Sand w/Gravel (Import)126.6 9.0
H - Dark Yellow Brown, Silty Sand (Import)125.7 10.0
I - Borrow site rejected ----
J - Brown, Silty Sand (Import)127.8 10.0
K - Brown, Sand (Import)112.3 9.9
L - Olive Brown, Silty Sand Import)121.5 10.4
M - Yellowish Brown Silty Sand (Import)129.4 8.5
N - Yellowish Brown, Silty Sand (Import)128.3 9.2
O - Brown, Silty Sand (Import)131.2 8.0
P - Brown Silty Sand (Import)132.6 7.0
Q - Red Brown Clayey Sand (Import)130.4 9.6
AB-1 - Aggregate Road Base (Import)118.5 10.0
AB-2 - Aggregate Road Base (Import)140.8 8.0
AC - Asphaltic Concrete (Hveem Density)146.0 ±2 --
Expansion Potential
Expansion testing was performed on representative samples of near surface site soils in
general accordance with ASTM D 4829. The expansion potential evaluated for the subject
lots are presented in Table 2. Soil types used for MSE wall backfill were very low
expansive, E.I. of 20, or less).
Direct Shear Test
Shear testing was performed on a representative “remolded” samples of site soil to be
used in MSE retaining wall construction, in general accordance with ASTM Test Method
D 3080 in a Direct Shear Machine of the strain control type. The shear test results are
presented in the following table:
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SAMPLE LOCATION
AND DEPTH (FT)
PRIMARY RESIDUAL
COHESION
(PSF)
FRICTION ANGLE
(DEGREES)
COHESION
(PSF)
FRICTION ANGLE
(DEGREES)
Soil Type B 158 31.0 65 32.0
Saturated Resistivity, pH, and Soluble Sulfates, and Chlorides
Laboratory testing indicates that tested samples of the onsite soils are typically: slightly
acid to moderately alkaline (pH range of 6.47 to 8.9) with respect to soil acidity/alkalinity;
moderately corrosive to severely corrosive to exposed, buried metals when saturated
(resistivity range between 290 to 1150 ohm-cm); present a “S0,” per American Concrete
Institute [ACI] 318-14 sulfate exposure to concrete (weight percent sulfate less than 0.1
percent [range evaluated 0.02 to 0.086]); and ranges from nominal to slightly elevated for
chloride exposure (ND to 140 ppm). Site soils are classified as S0 and W0, per ACI 318-14.
It should be noted that GSI does not consult in the field of corrosion engineering.
CONCLUSIONS
The work performed to date appears to be in general conformance with the preliminary
recommendations contained in the GSI references in the Appendix, GSI field
recommendations, Appendix Chapter J of the 2013 California Building Code, and with the
grading guidelines of the City of Carlsbad, California, from a geotechnical standpoint. Field
testing indicates that fills placed under the purview of this report have been minimally
compacted to at least 90 percent of the laboratory standard (ASTM D 1557), where tested.
Based on the observation and compaction testing performed during grading, GSI
concludes that the residential building pads, constructed under GSI observation and
testing, are suitable for their intended use.
Unless superceded herein, the conclusions and recommendations regarding site
construction, including foundation design and construction recommendations presented
in the approved GSI reports in the Appendix, are considered valid and applicable.
A building by building summary of site conditions is provided in Table 2, following the
text of this report. Irrigation of cut, and natural slopes is not recommended.
REGULATORY OPINION OF COMPLIANCE
The engineering geologic and soils engineering conditions exposed during the process
of grading were regularly observed by a representative from our firm. Based on our review
in preparation of this interim report, the soil engineering and engineering geologic aspects
of the construction appear to be in compliance with approved geotechnical report
GeoSoils, Inc.
As defined in the California Business and Professions Code, Division 3, Chapter 15, Article 5, Section 8770.61
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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(GSI, 2013, 2016e) and supplements (see Appendix). As such, GSI will certify that the soil1
engineering and engineering geologic aspects of the grading are in compliance with the
approved geotechnical reports (GSI; 2016e), and the grading plan prepared by Masson
& Associates, Inc. (2017), for this project.
LIMITATIONS
The conclusions and recommendations presented herein are professional opinions. These
opinions have been derived in accordance with current standards of practice, and no
warranty, either express or implied, is given. Standards of practice are subject to change
with time. GSI assumes no responsibility or liability for work or testing performed by
others, or their inaction; or work performed when GSI is not requested to be onsite, to
evaluate if our recommendations have been properly implemented. Use of this report
constitutes an agreement and consent by the user to all the limitations outlined above, not
withstanding any other agreements that may be in place. In addition, this report may be
subject to review by the controlling authorities.
GeoSoils, Inc.
Donna Drive, LLC W.O. 6635-B/D/E/F-SC
Trails End, CT 04-14, Carlsbad April 7, 2020
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If you have any questions or comments regarding this letter, please do not hesitate to
contact the undersigned.
Respectfully submitted,
GeoSoils, Inc.
Robert G. Crisman David W. Skelly
Engineering Geologist, CEG 1934 Civil Engineer, RCE 47857
RGC/JPF/DWS/mn
Attachments: Table 1 - Field Density Test Results
Table 2 - Lot Summary - As-Graded Conditions
Appendix - References
Plate 1 - Compaction Test Location Map (Rough/Mass Grading)
Plate 2 - Compaction Test Location Map (Building Walls)
Distribution: (3) Addressee (2 wet signed)
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
GRADING
1*9/15/17 Upper Lot 8 CT 04-14 199.0 6.9 107.8 85.5 ND A
1A 9/15/17 Upper Lot 8 CT 04-14 199.0 9.8 114.6 91.0 ND A
2 9/15/17 Trails Ln, Adj. Lot 9 CT 04-14 199.0 10.0 115.5 91.6 ND A
3 9/18/17 Bldg 9 CT 04-14 197.0 10.1 114.0 90.4 ND A
4 9/18/17 Bldg 11 CT 04-14 199.0 11.1 116.3 92.3 ND A
5 9/18/17 Bldg 13 CT 04-14 204.0 10.9 117.8 93.4 ND A
6 9/18/17 Bldg 13 CT 04-14 199.0 10.3 118.8 94.2 ND A
7 9/19/17 Trails Ln, Adj. Pad 12 CT 04-14 203.0 11.6 121.7 96.5 ND A
8 9/19/17 Cul-De-Sac CT 04-14 202.0 11.7 119.9 95.1 ND A
9 9/19/17 Cul-De-Sac CT 04-14 202.0 9.9 118.2 93.8 ND A
10 9/19/17 Lot 8 CT 04-14 201.0 11.9 120.2 95.4 ND A
11 9/19/17 Lot 10 CT 04-14 203.0 10.0 123.2 97.7 ND A
12 9/19/17 Cul-De-Sac CT 04-14 207.0 9.9 120.9 95.9 ND A
13 9/19/17 Trails Ln, Adj. Lot 13 CT 04-14 204.0 10.6 121.6 96.5 ND A
14 9/19/17 Lot 12 CT 04-14 209.0 10.7 121.9 96.7 ND A
15 9/19/17 Cul-De-Sac CT 04-14 208.0 11.1 122.3 97.0 ND A
16 9/19/17 Cul-De-Sac CT 04-14 208.0 10.9 123.4 97.9 ND A
17 9/20/17 Keyway Adj. Lot 14 CT 04-14 190.0 9.6 123.3 93.4 ND C
18 9/20/17 Keyway Adj. Lot 14 CT 04-14 194.0 9.9 122.8 93.0 ND C
19 9/20/17 Adj. Lot 14 CT 04-14 196.0 11.6 120.7 91.4 ND C
20 9/20/17 Adj. Lot 14 N CT 04-14 198.0 8.9 127.0 96.2 SC C
21 9/20/17 Adj. Lot 14 N CT 04-14 199.0 10.5 124.2 94.0 SC C
22 9/20/17 Lot 7 CT 04-14 207.0 8.9 123.9 93.8 ND C
23 9/20/17 Cul-De-Sac CT 04-14 209.0 9.1 122.7 92.9 ND C
24 9/21/17 Lot 14 CT 04-14 201.0 11.6 120.4 91.2 ND C
25 9/21/17 Adj. Lot 14 CT 04-14 202.0 11.4 122.1 92.5 ND C
26 9/21/17 Cul-De-Sac CT 04-14 210.0 11.0 120.5 91.2 ND C
27 9/21/17 Lot 7 CT 04-14 209.0 9.5 127.3 96.4 ND C
28 9/21/17 Adj. 14 CT 04-14 207.0 10.5 126.9 96.1 ND C
29 9/21/17 Lot 13 CT 04-14 202.0 11.0 119.8 95.0 SC A
30 9/21/17 Lot 13 CT 04-14 197.0 11.1 126.1 95.5 ND C
31 9/21/17 Lot 14 CT 04-14 204.0 12.9 116.2 92.2 SC A
32 9/22/17 Trails End CT 04-14 210.0 9.3 128.3 97.1 ND C
33 9/22/17 Cul-De-Sac Adj. Lot 10 CT 04-14 211.0 13.1 117.3 93.1 ND A
34 9/22/17 Lot 12 CT 04-14 195.0 9.6 127.4 96.5 ND C
35 9/22/17 Lot 11 CT 04-14 194.0 11.1 121.9 92.3 ND C
36 9/22/17 Adj. Lot 14 CT 04-14 197.0 14.1 114.1 91.6 SC B
37 9/22/17 Adj. Lot 14 CT 04-14 196.0 10.8 114.3 91.8 SC B
38 9/22/17 Lot 13 CT 04-14 196.0 12.3 114.4 91.8 ND B
39 9/22/17 Adj. Lot 14 CT 04-14 210.0 11.9 120.2 91.0 ND C
40 9/22/17 Cul-De-Sac CT 04-14 212.0 9.6 127.4 96.5 ND C
41 9/22/17 Lot 7 CT 04-14 192.0 12.8 117.9 93.5 ND A
42 9/25/17 Lot 14 CT 04-14 198.0 14.4 117.4 93.2 ND A
43 9/25/17 Lot 12 CT 04-14 196.0 9.2 121.9 92.3 ND C
44 9/25/17 Lot 10 CT 04-14 192.0 10.8 126.1 95.5 ND C
45 9/25/17 Lot 8 CT 04-14 194.0 10.2 123.2 93.3 ND C
46 9/25/17 Keway CT 04-14 194.0 11.1 120.9 91.5 SC C
47 9/25/17 Keway CT 04-14 196.0 10.7 121.0 91.6 ND C
48 9/25/17 Keway CT 04-14 186.0 13.7 116.9 92.7 ND A
49 9/25/17 Lot 11 CT 04-14 195.0 12.8 114.8 92.2 ND B
50 9/25/17 Lot 19 CT 04-14 194.0 11.8 116.8 92.6 ND A
51 9/26/17 Lot 12 CT 04-14 196.0 14.2 112.6 90.4 ND B
52 9/26/17 Lot 10 CT 04-14 192.0 8.9 125.0 94.7 ND C
53 9/26/17 Lot 8 CT 04-14 195.0 11.6 116.8 92.6 ND A
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 1
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
54 9/26/17 Lot 10 CT 04-14 195.0 13.5 122.6 92.8 ND C
55 9/26/17 Lot 13 CT 04-14 199.0 14.8 120.6 91.3 ND C
56 9/26/17 Lot 13 CT 04-14 197.0 12.1 112.9 90.6 SC B
57 9/26/17 Bio Basin Lot 10 CT 04-14 191.0 11.8 112.7 90.5 SC B
58 9/26/17 Lot 8/9 CT 04-14 195.0 11.8 113.8 91.4 ND B
59 9/26/17 Lot 11 CT 04-14 197.0 9.9 117.8 93.4 ND A
60 9/26/17 Lot 12 CT 04-14 199.0 9.9 121.7 92.1 ND C
61 9/27/17 Lot 10 CT 04-14 195.0 11.6 119.6 90.6 ND C
62 9/27/17 Lot 12 CT 04-14 200.0 12.8 121.1 91.7 ND C
63 9/27/17 Lot 7 CT 04-14 197.0 11.1 113.1 90.8 ND B
64 9/27/17 Lot 9 CT 04-14 196.0 13.8 120.3 91.1 ND C
65 9/27/17 Lot 13 CT 04-14 202.0 12.1 119.0 90.1 SC C
66 Test Number Not Used
67 9/27/17 Lot 13 CT 04-14 201.0 12.1 118.8 90.0 SC C
68 9/27/17 Lot 11 CT 04-14 198.0 12.3 120.5 91.2 ND C
69 9/27/17 Lot 13 CT 04-14 201.0 11.3 120.4 91.2 ND C
70 9/27/17 Lot 10 CT 04-14 199.0 14.1 117.6 93.3 ND A
71 9/28/17 Lots 13/14 CT 04-14 203.0 12.3 116.9 93.8 ND B
72 9/28/17 Trails Ln Adj. Lot 11 CT 04-14 201.0 11.7 116.8 93.7 ND B
73 9/28/17 Lot 8 CT 04-14 199.0 13.4 114.3 91.8 ND B
74 9/28/17 Lot 13 CT 04-14 203.0 13.1 113.2 90.9 SC B
75 9/28/17 Lot 10 CT 04-14 202.0 14.3 112.9 90.6 SC B
76 9/28/17 Lot 9 CT 04-14 201.0 12.1 119.1 90.2 ND C
77 9/28/17 Lot 8 CT 04-14 202.0 12.3 121.2 91.8 ND C
78 9/28/17 Lot 8 CT 04-14 204.0 12.5 120.6 91.3 ND C
79 9/28/17 Lot 8 CT 04-14 203.0 11.9 119.5 90.5 ND C
80 9/29/17 Lot 12 CT 04-14 206.0 11.1 119.8 96.2 ND B
81 9/29/17 Lot 10 CT 04-14 205.5 11.4 115.3 92.6 ND B
82 9/29/17 Lot 9 CT 04-14 206.0 11.7 113.2 90.9 ND B
83 9/29/17 East of Lot 11 CT 04-14 207.0 10.9 117.4 93.1 ND A
84 9/29/17 East of Lot 10 CT 04-14 207.0 11.2 116.7 92.6 ND A
85 9/29/17 Lot 12 CT 04-14 208.0 10.5 115.5 91.6 SC A
86 9/29/17 Lot 9 CT 04-14 208.0 10.8 117.1 92.9 ND A
87 9/29/17 Lot 13 CT 04-14 207.0 11.2 114.7 91.0 ND A
88 10/2/17 Bio Basin CT 04-14 186.0 8.2 121.2 91.8 ND C
89 10/2/17 Bio Basin CT 04-14 186.0 8.3 120.4 91.2 ND C
90 10/3/17 Keyway SW Corner CT 04-14 188.0 9.1 119.4 90.4 ND C
91 10/3/17 Keyway S. Place, Sta. 20+43 CT 04-14 188.0 8.9 121.6 92.1 ND C
92 10/3/17 Keyway S. Place, Sta. 20+41 CT 04-14 190.0 8.7 120.7 91.4 ND C
93 10/3/17 Keyway S. Place, Sta. 20+39 CT 04-14 190.0 9.3 122.9 93.1 SC C
94 10/3/17 Keyway N. Place, Sta. 20+91 CT 04-14 232.0 9.0 119.8 90.7 ND C
95 10/4/17 Trails Ln, E of Lot 13, Sta. 4+80 CT 04-14 212.0 9.2 122.3 92.6 ND C
96 10/4/17 Trails Ln, E of Lot 14, Sta. 5+20 CT 04-14 213.0 8.9 123.5 93.5 ND C
97 10/4/17 Trails Ln Sta. 6+47 CT 04-14 249.0 9.3 121.4 91.9 ND C
98 10/4/17 Trails Ln Sta. 6+35 CT 04-14 251.0 9.2 124.6 94.3 ND C
99 10/4/17 Keyway S. Place, Sta. 20+43 CT 04-14 192.0 8.8 119.7 90.6 ND C
100 10/4/17 Keyway S. Place, Sta. 20+41 CT 04-14 193.0 9.5 120.8 91.5 SC C
101 10/4/17 Keyway S. Place, Sta. 20+39 CT 04-14 193.0 8.9 121.6 92.1 ND C
102 10/5/17 Keyway S. Place, Sta. 20+41 CT 04-14 193.0 9.2 119.3 90.3 ND C
103 10/5/17 Keyway S. Place, Sta. 20+37 CT 04-14 194.0 8.9 119.8 90.7 SC C
104 10/5/17 Keyway S. Place, Sta. 20+35 CT 04-14 194.0 8.5 121.5 92.0 ND C
105 10/5/17 Keyway E. Place, Sta. 20+35 CT 04-14 194.0 8.8 120.7 91.4 ND C
106 10/5/17 Lot 14 Backyard CT 04-14 207.0 9.4 124.3 94.1 ND C
107 10/5/17 Lot 13 Backyard CT 04-14 206.0 9.1 123.6 93.6 ND C
108 10/6/17 Garage Pad Lot 4 CT 04-14 216.0 11.1 115.3 92.6 ND B
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 2
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
109 10/6/17 Garage Pad Lot 3 CT 04-14 216.0 11.4 117.5 94.3 ND B
110 10/6/17 Garage Pad Lot 4 CT 04-14 218.0 11.7 116.2 93.3 ND B
111 10/6/17 Garage Pad Lot 3 CT 04-14 219.0 10.9 114.8 92.2 ND B
112 10/11/17 Adj. Bldg. 3 CT 04-14 216.0 10.7 112.3 90.3 ND D
113 10/11/17 Adj. Bldg. 3 CT 04-14 217.0 12.1 112.4 90.4 ND D
114 10/12/17 Road Slope Adj. Lot 14 CT 04-14 225.0 11.4 114.4 91.7 ND E
115 10/12/17 Road Slope Adj. Sta. 5+50 CT 04-14 230.0 12.1 112.8 90.4 ND E
116 10/12/17 Road Slope Adj. Sta. 5+80 CT 04-14 235.0 11.6 118.2 94.7 ND E
117 10/13/17 Trails Ln Sta. 6+00 CT 04-14 238.0 11.6 112.9 90.5 SC E
118 10/13/17 Trails Ln Sta. 5+40 CT 04-14 226.0 11.7 113.5 91.0 ND E
119 10/13/17 Lot 14 CT 04-14 220.0 11.6 112.4 90.1 ND E
120 10/13/17 Lot 14 CT 04-14 223.0 11.7 116.9 93.7 ND E
121 10/13/17 Lot 13 CT 04-14 222.0 11.8 112.5 90.2 ND E
122 10/16/17 Lot 15 CT 04-14 220.0 12.3 109.4 91.6 ND F
123 10/16/17 Lot 15 CT 04-14 224.0 15.4 110.1 92.1 ND F
124 10/17/17 Trails Ln Adj. Lot 14 CT 04-14 223.0 11.2 120.2 91.0 ND C
125*10/17/17 Trails Ln Adj. Lot 12 CT 04-14 219.0 13.9 104.2 87.1 SC F
125A 10/17/17 Trails Ln Adj. Lot 12 CT 04-14 219.0 12.7 108.9 91.1 SC F
126 10/17/17 Trails Ln Adj. Lot 8 CT 04-14 216.0 12.7 111.3 93.1 ND F
127 10/18/17 Trails Ln Adj. Lot 13 CT 04-14 221.0 12.4 114.9 92.1 ND E
128 10/18/17 Lot 15 CT 04-14 223.0 11.4 108.6 90.8 ND F
129 10/18/17 Lot 2 CT 04-14 228.0 12.5 113.0 90.6 SC E
130 10/19/17 Lot 1 CT 04-14 228.0 11.7 109.5 91.6 ND F
131 10/19/17 Lot 2 CT 04-14 226.0 10.1 117.8 93.4 ND A
132 10/19/17 Between Lot 6/7 CT 04-14 213.0 12.3 114.6 91.9 ND E
133 10/20/17 Trails Lane Sta. 5+30 CT 04-14 230.0 13.3 109.5 91.6 ND F
134 10/20/17 Trails Lane Sta. 4+60 CT 04-14 224.0 11.5 118.7 95.1 ND E
135 10/20/17 Lot 1 CT 04-14 332.0 9.7 120.8 95.4 ND G
136 10/23/17 Trails Lane Sta. 6+15 CT 04-14 239.0 13.5 108.3 90.6 ND F
137 10/23/17 Trails Lane Sta. 5+35 CT 04-14 233.0 10.6 110.4 92.3 ND F
138 10/23/17 Trails Lane Sta. 5+60 CT 04-14 236.0 10.0 117.5 92.8 SC G
139 10/24/17 Lot 7 Basement CT 04-14 196.5 10.6 112.8 90.6 ND B
140 10/24/17 Lot 8 Basement CT 04-14 194.5 9.7 115.6 91.7 ND A
141 10/31/17 Lot 14 CT 04-14 210.5 12.2 112.6 90.4 ND B
142 10/31/17 Lot 13 CT 04-14 208.5 11.6 118.5 94.0 ND A
143 10/31/17 Lot 12 CT 04-14 199.5 9.8 119.0 94.4 ND A
144 10/31/17 Lot 11 CT 04-14 197.0 8.5 125.4 95.0 ND C
145 10/31/17 Lot 10 CT 04-14 197.0 10.2 126.5 95.8 ND C
146 10/31/17 Lot 9 CT 04-14 195.0 9.9 118.5 94.0 ND A
147 11/2/17 Lot 3 CT 04-14 FG 11.3 117.9 94.6 ND B
148 11/2/17 Lot 4 CT 04-14 FG 11.1 118.7 95.3 ND B
149 11/2/17 Lot 5 CT 04-14 FG 10.9 116.8 93.8 ND B
150 11/2/17 Lot 6 CT 04-14 FG 11.5 119.3 95.8 ND B
151 11/30/17 E of SW P.L. Wall slope CT 04-14 193.0 10.9 118.7 95.3 ND B
152 11/30/17 E of SW P.L. Wall slope CT 04-14 193.0 11.4 119.9 96.3 ND B
153 11/30/17 E of SW P.L. Wall slope CT 04-14 194.0 11.1 117.8 94.6 ND B
154 11/30/17 E of SW P.L. Wall slope CT 04-14 194.0 11.3 116.5 93.5 ND B
155*4/18/18 N of Lot 14, S of MSE Wall CT 04-14 213.0 11.4 111.8 88.3 ND G
155A 4/18/18 N of Lot 14, S of MSE Wall CT 04-14 213.0 10.8 116.6 92.1 ND G
156*4/18/18 N of Lot 14, S of MSE Wall CT 04-14 209.0 12.3 112.0 88.5 ND G
156A 4/18/18 N of Lot 14, S of MSE Wall CT 04-14 209.0 11.2 120.7 95.3 ND G
157 4/20/18 N of Lot 14, S of MSE Wall CT 04-14 211.0 13.9 114.3 90.3 ND G
158 5/9/18 West of Lot 14 CT 04-14 204.0 13.9 113.6 91.0 ND E
159 5/9/18 West of Lot 13 CT 04-14 203.0 13.5 116.3 93.2 ND E
160 5/10/18 Lot 17 North of Lot 14 CT 04-14 208.5 12.7 118.0 92.3 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 3
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
161 5/10/18 Lot 17 North of Lot 14 CT 04-14 212.5 11.7 123.2 96.4 ND J
162 5/11/18 Lot 17 North of Lot 14 CT 04-14 214.0 12.0 121.3 94.9 ND J
163*5/11/18 Lot 17 North of Lot 14 CT 04-14 211.0 13.3 110.0 88.3 ND B
163A 5/11/18 Lot 17 North of Lot 14 CT 04-14 211.0 12.9 114.9 92.2 ND B
164 5/11/18 Lot 17 North of Lot 14 CT 04-14 213.0 12.7 117.0 93.8 ND E
165 5/11/18 Lot 17 North of Lot 14 CT 04-14 216.0 13.0 118.3 94.8 ND E
166 5/18/18 Lot 17 CT 04-14 218.0 10.8 115.7 90.5 ND J
167 5/18/18 Lot 17 CT 04-14 218.0 11.6 120.1 90.9 ND C
168 5/18/18 Lot 17 CT 04-14 220.0 11.6 113.9 91.3 ND E
169 5/21/1/8 Lot 17 North of Lot 14 CT 04-14 222.0 10.6 113.5 91.1 ND B
170 5/21/1/8 Lot 17 North of Lot 14 CT 04-14 224.0 9.7 119.3 90.3 ND C
171 6/12/18 Lot 14 West CT 04-14 206.0 10.6 120.7 94.4 ND J
172 6/12/18 Lot 14 West CT 04-14 208.0 10.0 121.5 95.0 ND J
173 6/12/18 Lot 14 West CT 04-14 209.0 14.6 113.8 91.4 ND B
174*6/13/18 N of Lot 14 slope CT 04-14 207.0 11.8 109.0 85.3 ND J
174A 6/13/18 N of Lot 14 slope CT 04-14 207.0 10.8 118.5 92.7 ND J
175*6/13/18 N of Lot 14 slope CT 04-14 209.0 10.5 111.3 88.3 ND A
175A 6/13/18 N of Lot 14 slope CT 04-14 209.0 10.7 114.9 91.2 ND A
176 6/18/18 W of Lots 10/11 slope CT 04-14 194.0 11.6 115.3 91.5 ND A
176'6/18/18 Lot 10 CT 04-14 195.0 9.2 121.7 92.2 ND C
177 6/18/18 W of Lot 11 slope CT 04-14 195.0 10.8 121.2 91.8 ND C
177'6/18/18 Lot 9 CT 04-14 194.0 8.5 122.9 93.1 SC C
178 6/18/18 Slope W of Lot 12 CT 04-14 195.0 9.9 116.9 92.7 ND A
178'6/18/18 Lots 8/9 CT 04-14 191.0 10.1 119.6 90.6 ND C
179*6/18/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 222.0 11.9 108.7 87.3 ND B
179A 6/18/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 222.0 11.3 114.0 91.5 ND B
179'6/18/18 Lot 8 CT 04-14 190.0 9.1 120.4 91.2 SC C
180 6/18/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 221.0 12.5 114.4 91.8 ND B
180'6/18/18 Lot 8 CT 04-14 193.0 8.4 118.9 90.1 ND C
181*6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 221.5 12.6 109.6 85.7 ND J
181A 6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 221.5 10.6 116.2 90.9 ND J
182*6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 225.0 11.0 112.1 87.7 ND J
182A 6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 225.0 10.9 116.4 91.1 ND J
183*6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 228.0 10.1 109.4 85.6 ND J
183A 6/19/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 228.0 10.7 118.8 92.9 ND J
184 6/20/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 224.0 10.6 113.8 91.4 ND B
185*6/20/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 225.0 14.2 104.2 81.5 ND J
185A 6/20/18 Wall Area S of Lot 15, W of Lot 2 CT 04-14 225.0 10.4 119.9 93.8 ND J
186 6/21/18 Wall Area Between Lot 2-3 CT 04-14 225.0 10.6 115.8 91.9 ND A
187 6/21/18 Wall Area Between Lot 2-3 CT 04-14 230.0 10.3 114.3 90.7 ND A
188*7/17/18 Lot 17 North CT 04-14 228.0 14.3 111.1 86.9 ND J
188A 7/17/18 Lot 17 North CT 04-14 228.0 11.8 116.7 91.3 ND J
189 7/17/18 Lot 17 North CT 04-14 233.0 12.3 117.9 92.2 ND J
190 7/18/18 Lot 17 North CT 04-14 235.0 11.4 117.8 92.1 ND J
191 7/18/18 Slope Above Lot 15 CT 04-14 237.0 10.7 120.4 94.2 ND J
192 7/18/18 Slope Above Lot 15 CT 04-14 239.0 10.6 118.1 92.4 ND J
193 7/19/18 Slope Above Lot 15 CT 04-14 241.0 9.7 117.1 90.5 ND M
194 7/19/18 Slope Above Lot 15 CT 04-14 242.0 13.0 115.8 91.9 ND A
195 7/19/18 Slope Above Lot 15 CT 04-14 244.0 9.4 120.3 93.0 ND M
196 7/19/18 R+R Temp. Pole @ NW Corner Lot 1 CT 04-14 246.0 13.3 113.8 91.4 ND B
197 7/19/18 R+R Temp. Pole @ NW Corner Lot 1 CT 04-14 248.0 11.1 111.0 91.3 ND L
198 7/19/18 R+R Temp. Pole @ NW Corner Lot 1 CT 04-14 250.0 11.6 114.3 91.8 ND B
199 7/20/18 Sidewalk Area Btwn Parking Lot 15 CT 04-14 222.0 10.9 115.7 90.4 ND J
200 7/20/18 Trails Ln CT 04-14 222.0 11.0 117.1 91.6 SC J
201 8/1/18 Lots 1, 2 Driveway CT 04-14 245.0 9.0 117.4 90.7 ND M
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 4
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
202 8/1/18 Lots 1, 2 Driveway CT 04-14 249.0 8.5 118.1 91.3 ND M
203 8/1/18 Lots 1, 2 Driveway CT 04-14 251.0 11.3 112.3 90.2 ND B
204 8/1/18 Lots 1, 2 Driveway CT 04-14 253.0 10.6 113.2 90.9 ND B
205 8/1/18 Lots 1, 2 Driveway CT 04-14 253.0 11.1 112.8 90.6 ND B
206 8/3/18 Lot 10/11 Slope CT 04-14 214.0 11.4 112.7 90.4 ND E
207 8/3/18 Lot 10/11 Slope CT 04-14 216.0 11.5 113.0 90.6 ND E
208 8/3/18 Lot 8/9 Slope CT 04-14 204.0 11.4 112.1 90.2 ND D
209 8/3/18 Lot 8/9 Slope CT 04-14 212.0 10.1 112.3 90.3 ND D
210 8/9/18 Trails Ln 6+35 CT 04-14 249.9 10.3 117.0 92.9 ND A
211 8/9/18 Trails Ln 6+00 CT 04-14 245.0 9.8 115.8 91.9 SC A
212 8/28/18 Lot 1 CT 04-14 250.0 8.5 124.7 94.5 ND C
213 8/28/18 Lot 1 CT 04-14 252.0 9.0 121.2 91.8 ND C
214 8/28/18 Lot 2 CT 04-14 249.0 8.9 121.9 92.3 ND C
215 8/28/18 Lot 2 CT 04-14 251.0 9.4 120.4 91.2 ND C
216 8/28/18 Lot 1 CT 04-14 254.0 8.8 123.6 93.6 ND C
217 8/29/18 Trails Ln 5+75 CT 04-14 242.0 9.3 121.6 92.1 ND C
218 8/29/18 Trails Ln 5+90 CT 04-14 245.0 8.7 122.4 92.7 ND C
219 8/29/18 Trails Ln 6+08 CT 04-14 248.0 10.0 120.5 91.3 ND C
220 8/29/18 Trails Ln 6+25 CT 04-14 250.0 9.6 131.0 99.2 ND C
221 8/29/18 Trails Ln 6+60 CT 04-14 252.0 9.5 120.8 91.5 ND C
222 9/4/18 Lot 7 CT 04-14 194.0 11.2 114.0 90.5 ND A
223 9/4/18 Lot 17, S slope CT 04-14 222.0 10.9 113.7 90.2 ND A
224 9/4/18 Lot 6 Slope CT 04-14 215.0 10.0 115.2 91.4 ND A
225 9/6/18 Lot 17, S slope CT 04-14 228.0 10.7 115.0 91.3 ND A
226 9/6/18 Lot 17, S slope CT 04-14 229.0 11.1 114.5 90.9 ND A
227 9/6/18 Lot 17, S slope CT 04-14 222.0 10.6 114.1 91.3 ND A
228 9/6/18 Lot 17, S slope CT 04-14 234.0 11.1 114.5 90.9 ND A
229 9/6/18 Lot 6 CT 04-14 222.0 9.1 117.5 90.8 SC M
230 9/6/18 Access Road CT 04-14 205.0 10.2 117.9 91.1 ND M
231 9/6/18 Lot 7 CT 04-14 215.0 8.9 124.8 96.4 ND M
232 9/6/18 Lot 17, S slope CT 04-14 223.0 9.9 122.6 94.7 ND M
233 9/29/18 Lot 14 North Side CT 04-14 226.0 10.9 109.8 91.9 ND F
234 9/29/18 Lot 14 North Side CT 04-14 228.0 10.6 114.2 91.7 ND B
235 9/29/18 Lot 14 North Side CT 04-14 230.0 11.5 113.6 91.2 ND B
236 10/2/18 Lot 14 North Along Wall CT 04-14 FG 11.4 113.7 91.3 ND B
237*10/2/18 Lot 14 North Along Wall CT 04-14 FG 10.6 114.9 89.9 ND J
237A 9/11/18 Lot 14 North Along Wall CT 04-14 FG 10.0 115.4 90.3 ND J
238 9/11/18 South Side Lot 13 CT 04-14 227.0 10.5 116.8 91.4 ND J
239*9/11/18 North Side Lot 14 CT 04-14 212.0 11.2 114.5 89.6 ND J
239A 9/11/18 Lot 14 North Side Slope CT 04-14 212.0 10.9 115.5 90.4 ND J
240 9/11/18 North Side Lot 14 CT 04-14 213.0 10.7 115.2 90.1 ND J
241 9/11/18 Lot 14 North Side Slope CT 04-14 215.0 11.2 117.0 91.5 ND J
242 9/11/18 Lot 14 North Side Slope CT 04-14 219.0 10.8 119.6 93.6 ND J
243 9/13/18 Lot 13 CT 04-14 FS 10.4 116.6 91.2 ND J
244 9/13/18 Lot 13 CT 04-14 FS 10.8 115.2 90.1 ND J
245 9/13/18 Lot 13 CT 04-14 FS 11.2 115.8 90.6 ND J
246 10/11/18 Lot 5 CT 04-14 236.0 12.0 110.4 92.4 ND F
247 10/11/18 Lot 5 CT 04-14 238.0 11.5 109.4 91.5 ND F
248 10/11/18 Lot 5, Rear Slope CT 04-14 243.0 11.1 114.6 92.0 ND B
249 10/11/18 Lot 6, Rear Slope CT 04-14 237.0 10.0 113.2 91.1 ND D
250 10/11/18 Lot 6 Courtyard CT 04-14 236.0 11.9 112.9 90.7 ND B
251 10/12/18 Donna Dr/Trails Ln CT 04-14 -4.0 10.6 118.5 95.2 ND B
252 10/12/18 Donna Dr/Trails Ln CT 04-14 -2.0 10.6 119.0 95.6 ND B
253 10/12/18 Donna Dr/Trails Ln CT 04-14 FG 11.4 118.7 95.5 ND D
254 10/12/18 Donna Dr Wall R&R CT 04-14 -3.0 10.0 118.0 94.9 ND D
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 5
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
255 10/15/18 Donna Dr/Trails Ln N CT 04-14 -4.5 11.5 119.9 96.3 ND B
256 10/15/18 Donna Dr/Trails Ln N CT 04-14 -2.5 11.9 119.7 96.1 ND B
257 10/15/18 Donna Dr/Trails Ln N CT 04-14 -0.5 10.6 118.3 95.0 ND B
258 10/15/18 Donna Dr/Trails Ln N CT 04-14 FG 12.0 119.4 95.9 ND B
259 10/16/18 Lots 2, 3 slope CT 04-14 242.0 11.2 114.5 90.9 ND A
260 10/16/18 Lots 2, 3 slope CT 04-14 244.0 10.7 117.2 93.0 ND A
261 10/16/18 Lots 2, 3 slope CT 04-14 246.0 10.8 114.9 91.2 ND A
262 10/16/18 Lots 2, 3 slope CT 04-14 246.0 11.3 118.8 94.3 ND A
263 10/17/18 Lots 2, 3 slope CT 04-14 245.0 9.2 116.9 90.3 ND M
264 10/17/18 Lots 2, 3 slope CT 04-14 245.0 8.8 118.0 91.2 ND M
265 10/17/18 Lots 2, 3 slope CT 04-14 249.5 10.0 117.5 90.8 ND M
266 10/17/18 Lots 2, 3 slope CT 04-14 249.0 10.9 119.0 92.0 ND M
267 10/19/18 Donna Drive CT 04-14 253.0 10.2 120.0 95.2 ND A
268 10/19/18 Donna Drive CT 04-14 253.0 10.7 121.5 96.4 ND A
269 10/19/18 Donna Drive CT 04-14 254.0 9.8 120.4 95.6 ND A
270 10/19/18 Donna Drive CT 04-14 253.5 10.0 121.0 96.0 ND A
271 10/21/19 Basin CT 04-14 -2.0 11.0 116.7 92.6 ND A
272 10/21/19 Basin CT 04-14 -1.0 10.7 117.4 93.2 ND A
273 10/23/19 Basin CT 04-14 -2.0 10.8 119.2 92.9 ND N
274 10/23/19 Basin CT 04-14 -1.5 10.7 119.9 93.5 ND N
274'10/24/19 Basin CT 04-14 191.0 9.0 121.9 92.9 ND O
275 10/24/19 Basin CT 04-14 191.0 9.1 122.5 93.4 ND O
276 10/24/19 Basin CT 04-14 192.0 9.4 124.7 95.6 ND Q
277 10/29/19 Basin CT 04-14 192.0 9.5 117.5 90.1 ND Q
278 10/29/19 Basin CT 04-14 192.0 9.2 118.4 90.8 ND Q
279 10/29/19 Basin CT 04-14 192.0 9.6 118.0 90.5 ND Q
280 10/31/19 Basin CT 04-14 FG 10.0 118.2 90.6 ND Q
281 10/31/19 Basin CT 04-14 FG 10.7 117.5 90.1 ND Q
282 10/31/19 Basin CT 04-14 193.0 10.4 117.4 90.0 ND Q
283 10/31/19 Slope SE of Lot 5 CT 04-14 247.0 11.0 115.1 92.5 SC B
284 10/31/19 Slope SE of Lot 6 CT 04-14 242.0 11.1 115.5 92.8 ND B
SEWER MAIN
1 SM 5/18/18 Main Sta. ±2+45 CT 04-14 190.0 11.6 115.6 92.7 ND E
2 SM 5/18/18 Main Sta. ±2+12 CT 04-14 191.0 12.5 119.7 93.6 ND J
3 SM 5/18/18 Main Sta. ±2+90 CT 04-14 190.0 13.3 118.5 92.7 ND J
4 SM 5/18/18 Main Sta. ±1+45 CT 04-14 192.0 12.8 118.7 92.9 ND J
5 SM 5/18/18 Main Sta. ±1+60 CT 04-14 193.5 14.1 114.4 91.7 ND E
6 SM 5/18/18 Main Sta. ±1+90 CT 04-14 193.0 11.4 114.2 91.5 ND E
7 SM 5/18/18 Main Sta. ±3+60 CT 04-14 191.0 10.7 115.1 90.0 ND J
8 SM 5/18/18 Main Sta. ±3+25 CT 04-14 191.5 10.0 117.7 92.0 ND J
9 SM 5/18/18 Main Sta. ±2+30 CT 04-14 194.0 11.9 114.0 91.4 ND E
10 SM 5/18/18 Main Sta. ±2+05 CT 04-14 194.5 11.6 113.9 91.3 ND E
11 SM 5/21/18 Main Sta. ±1+30 CT 04-14 195.0 12.1 120.7 94.4 ND J
12 SM 5/21/18 Main Sta. ±1+30 CT 04-14 195.5 10.3 120.5 94.2 ND J
13 SM 5/22/18 Main Sta. ±3+25 CT 04-14 191.0 10.1 118.0 92.3 ND J
14 SM 5/22/18 Main Sta. ±3+00 CT 04-14 192.0 11.4 123.7 96.8 ND J
15 SM 5/22/18 Main East of MH #3 Sta. ±1+50 CT 04-14 193.0 11.2 121.0 94.7 ND J
16 SM 5/22/18 Main East of MH #3 Sta. ±1+90 CT 04-14 194.0 11.5 124.0 93.9 ND C
17*SM 5/22/18 Main East of MH #3 Sta. ±1+75 CT 04-14 194.0 10.2 108.4 87.0 ND E
17A SM 5/22/18 Main East of MH #3 Sta. ±1+75 CT 04-14 194.0 11.4 116.0 93.1 ND E
18 SM 5/23/18 Main East of MH #3 Sta. ±1+60 CT 04-14 195.0 10.7 115.0 92.3 ND B
19 SM 5/23/18 Main East of MH #3 Sta. ±2+05 CT 04-14 198.0 9.0 120.7 91.4 ND C
20 SM 5/24/18 Main East of MH #3 Sta. ±2+15 CT 04-14 196.0 10.9 118.2 92.4 ND J
21 SM 5/24/18 Between MH 1 & 2 Sta. ±2+75 CT 04-14 204.0 11.4 118.5 92.7 ND J
22 SM 5/24/18 Between MH 1 & 2 Sta. ±2+90 CT 04-14 207.0 12.2 119.1 93.1 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 6
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
23 SM 5/24/18 Between MH 1 & 2 Sta. ±2+61 CT 04-14 204.0 11.5 118.4 92.6 ND J
24 SM 5/25/18 Main between MH 1 & 2 2+44 CT 04-14 201.0 10.9 117.9 92.2 ND J
25 SM 5/25/18 Main between MH 1 & 2 2+50 CT 04-14 205.0 11.4 118.5 92.7 ND J
26 SM 5/29/18 Trails Lane 3+35 CT 04-14 212.0 8.4 123.1 93.2 ND C
27 SM 5/29/18 Trails Lane 3+58 CT 04-14 211.0 11.1 112.8 90.6 ND B
28 SM 5/29/18 Trails Lane 3+85 CT 04-14 214.0 10.8 115.2 92.5 ND B
29 SM 5/29/18 Trails Lane 2+32 CT 04-14 1985.0 8.2 124.3 94.1 ND C
30 SM 5/31/18 Sewer Manhole #5 2+77 CT 04-14 190.0 10.9 118.6 95.2 ND B
31 SM 5/31/18 Sewer Manhole #5 2+72 CT 04-14 191.0 10.7 117.7 94.5 ND B
32 SM 5/31/18 Sewer Manhole #4 1+20 CT 04-14 194.0 11.0 116.8 93.8 ND B
33 SM 6/4/18 MH #3 CT 04-14 189.0 13.1 112.6 90.4 ND B
34 SM 6/4/18 MH #3 CT 04-14 191.0 10.7 112.7 90.5 ND B
35 SM 6/4/18 MH #3 CT 04-14 193.0 10.4 119.7 93.6 ND J
36 SM 6/4/18 MH #3 CT 04-14 194.0 9.9 118.4 93.9 ND A
SEWER LATERAL AND HOUSE CONNECTION
1*SL 5/16/18 Lot 13 CT 04-14 207.0 16.1 108.0 86.6 ND E
1A SL 5/16/18 Lot 13 CT 04-14 207.0 13.1 117.2 93.9 ND E
2 SL 5/16/18 Lot 13 CT 04-14 205.0 13.9 114.7 91.9 ND E
3 SL 5/22/18 Lat & HC Lot 12 CT 04-14 195.0 13.7 119.8 93.7 ND J
4 SHC 5/22/18 Lat & HC Lot 12 CT 04-14 196.5 14.5 115.7 92.7 ND E
5 SL 5/23/18 Lot 11 CT 04-14 193.0 12.5 114.3 91.8 ND B
6 SHC 5/23/18 Lot 11 CT 04-14 195.0 13.2 114.3 91.8 ND B
7*SL 5/24/18 Lat Lot 10 CT 04-14 793.0 10.8 108.8 87.3 ND B
7A SL 5/24/18 Lat Lot 10 CT 04-14 793.0 11.0 118.7 95.3 ND B
8*SHC 5/24/18 SHC Lot 10 CT 04-14 794.0 11.8 105.4 84.6 ND B
8A SHC 5/24/18 SHC Lot 10 CT 04-14 794.0 11.5 112.7 90.5 ND B
9 SL 5/25/18 Lat Lot 9 CT 04-14 190.0 11.4 115.2 92.5 ND B
10 SHC 5/25/18 SHC Lot 9 CT 04-14 192.0 12.1 114.9 92.2 ND B
11 SL 5/25/18 Lat Lot 3 (pothole)CT 04-14 216.0 11.9 114.1 91.6 ND B
12 SL 5/25/18 Lat Lot 4 (pothole)CT 04-14 215.0 12.8 115.2 92.5 ND B
Test Numbers 13-15 Not Used
16 SL 6/1/18 Sewer Lateral to Lot 13 CT 04-14 204.0 8.4 124.3 94.1 ND C
17 SL 6/1/18 Sewer Lateral to Lot 14 CT 04-14 202.0 8.3 123.1 93.2 ND C
18 SL 6/1/18 Sewer House Connect Lot 14 CT 04-14 209.0 8.2 123.3 93.4 ND C
19 SL 6/1/18 Sewer Lateral to Lot 1 CT 04-14 220.0 8.2 125.5 95.0 ND C
20 SL 6/1/18 Sewer Lateral to Lot 2 CT 04-14 220.0 8.5 122.8 93.0 ND C
21 SL 6/1/18 Sewer House Connect Lot 1 CT 04-14 232.0 10.9 115.5 92.7 ND B
22 SL 6/1/18 Sewer House Connect Lot 2 CT 04-14 231.0 10.7 116.0 93.1 ND B
23 SL 6/1/18 Sewer House Connect Lot 6 CT 04-14 222.0 8.6 122.2 92.5 ND C
13*SL 5/29/18 Lateral Lot7 CT 04-14 195.0 8.5 116.7 88.4 ND C
13A SL 5/29/18 Lateral Lot7 CT 04-14 195.0 8.6 124.0 93.9 ND C
14 SL 5/29/18 Lateral Lot8 CT 04-14 191.5 8.3 124.1 94.0 ND C
15 SL 5/29/18 SHC Lot 8 CT 04-14 193.0 11.0 117.0 94.0 ND B
STORM DRAIN
1 SD 5/8/18 Drain North of Lot 11 CT 04-14 206.0 12.9 115.1 90.9 ND G
2 SD 5/8/18 Drain North of Lot 11 CT 04-14 208.0 11.6 116.3 91.8 ND G
3*SD 5/9/18 Drain West of Lot 14 CT 04-14 208.0 13.7 108.7 85.8 ND G
3A SD 5/9/18 Drain West of Lot 14 CT 04-14 208.0 13.1 115.6 91.3 ND G
4*SD 5/9/18 Drain West of Lot 14 CT 04-14 205.0 14.1 109.0 86.0 ND G
4A SD 5/9/18 Drain West of Lot 14 CT 04-14 205.0 12.0 115.6 91.3 ND G
5 SD 5/16/18 Drain Adj. South Side Lot 11 CT 04-14 200.0 12.3 118.6 92.8 ND J
6 SD 5/16/18 Drain Adj. South Side Lot 11 CT 04-14 200.0 12.4 121.2 94.8 ND J
7 SD 5/16/18 Drain Adj. South Side Lot 11 CT 04-14 210.0 12.3 116.8 91.3 ND J
8 SD 5/17/18 Drain Adj. to North Side Lot 10 CT 04-14 195.0 10.9 125.1 94.7 ND C
9 SD 5/17/18 Drain Adj. to North Side Lot 10 CT 04-14 206.0 12.9 115.4 92.5 ND E
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 7
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
10 SD 5/17/18 Drain Adj. to North Side Lot 14 CT 04-14 218.0 12.1 118.3 92.5 ND J
11 SD 5/23/18 Area Drain S of Lot 9 CT 04-14 195.0 13.0 112.6 90.4 ND B
12 SD 5/23/18 Area Drain S of Lot 9 CT 04-14 197.0 12.1 114.0 91.5 ND B
13 SD 5/23/18 Area Drain S of Lot 9 CT 04-14 199.0 10.9 112.7 90.5 ND B
14 SD 5/23/18 Area Drain W of Lot 8 CT 04-14 196.0 11.1 114.3 91.8 ND B
15 SD 5/23/18 Area Drain W of Lot 8 CT 04-14 198.0 10.7 113.9 91.4 ND B
16 SD 5/24/18 Area Drain E of Lot 9 CT 04-14 200.0 10.6 117.0 93.9 ND B
17 SD 5/24/18 Area Drain W of Lot 8 CT 04-14 200.0 10.7 119.6 96.0 ND B
18 SD 5/24/18 Area Drain W of Lot 8 CT 04-14 202.0 12.4 112.6 90.4 ND B
19 SD 5/24/18 Area Drain E of Lot 9 CT 04-14 202.0 12.1 114.1 91.6 ND B
20 SD 6/5/18 Lat. N/o Lot 10 CT 04-14 195.0 11.8 116.7 91.3 ND J
21*SD 6/5/18 Main Adj. Lots 11/10 CT 04-14 195.0 14.8 110.6 86.5 ND J
21A SD 6/5/18 Main Adj. Lots 11/10 CT 04-14 195.0 11.0 116.0 90.7 ND J
22 SD 6/5/29 Main Adj. Lots 11 CT 04-14 195.5 12.6 119.3 93.4 ND J
23 SD 6/5/18 Lat. C Lot 11 CT 04-14 195.0 13.2 115.7 90.5 ND J
24 SD 6/5/18 Lat. C Lot 12 CT 04-14 196.0 12.7 118.5 92.7 ND J
25 SD 6/5/18 Main Adj. Lot 12 CT 04-14 197.0 13.5 117.6 92.0 ND J
26 SD 6/5/18 Area Drain N/o 12 CT 04-14 199.0 12.5 119.1 93.1 ND J
27 SD 6/5/18 Area Drain Adj. Lot 13 CT 04-14 197.0 14.2 115.8 90.6 ND J
28 SD 6/6/18 Drain Under Low Wall N/o Lot 8 CT 04-14 193.0 13.3 116.1 90.8 ND J
29 SD 6/6/18 Drain Under Low Wall Adj. Lot 12 CT 04-14 201.0 12.7 118.5 92.7 ND J
30 SD 6/6/18 Drain Under Low Wall Adj. Lot 13 CT 04-14 201.0 11.3 119.3 93.3 ND J
31 SD 6/6/18 Drain Under Low Wall Adj. Lot 12 CT 04-14 203.0 11.3 116.5 91.1 ND J
32 SD 6/6/18 Drain Under Low Wall S/o Lot 9 CT 04-14 193.0 11.3 117.9 92.2 ND J
33 SD 6/6/18 Drain Under Low Wall S/o Lot 8 CT 04-14 193.5 10.5 119.8 93.7 ND J
34 SD 6/6/18 Drain Under Low Wall S/o Lot 13 CT 04-14 206.0 10.9 121.4 92.0 ND C
35 SD 6/6/18 Drain Under Low Wall N/o Lot 12 CT 04-14 207.0 10.8 116.9 91.5 ND J
36 SD 6/7/18 Main in Access RP CT 04-14 210.0 14.7 116.8 91.4 ND J
37 SD 6/7/18 Main in Access RP CT 04-14 200.0 13.9 117.6 92.0 ND J
38 SD 6/7/18 Main in Access RP CT 04-14 200.0 12.2 115.8 90.5 ND J
39 SD 6/7/18 Drain Adj. Lot 13 CT 04-14 209.0 12.9 116.9 91.4 ND J
40 SD 6/7/18 Drain Adj. Lot 12 CT 04-14 209.0 10.6 118.9 93.0 ND J
41 SD 6/7/18 Drain Adj. Lot 14 CT 04-14 207.0 12.3 113.1 90.8 ND B
42 SD 6/8/18 Drain Under Upper Wall Adj. Lot 13 CT 04-14 212.0 14.1 114.9 92.2 ND B
43 SD 6/8/18 Drain Under Upper Wall Adj. Lot 13 CT 04-14 215.0 11.7 115.8 90.6 ND J
44 SD 6/8/18 Drain Under Upper Wall Adj. Lot 13 CT 04-14 217.0 11.5 116.6 91.2 ND J
45 SD 6/8/18 Drain Adj. Lots - Access Rd CT 04-14 192.0 11.9 122.9 93.1 ND C
46 SD 6/8/18 Drain from Lot 8 CT 04-14 193.5 10.8 119.8 93.7 ND J
47 SD 6/8/18 Drain from Lot 7 CT 04-14 195.0 10.4 118.9 93.0 ND J
48 SD 6/8/18 Drain Adj. Lot 7 CT 04-14 194.5 11.1 116.8 91.3 ND J
49 SD 6/8/18 Drain East of Lot 7 CT 04-14 198.0 11.9 119.9 90.8 ND C
50 SD 6/8/18 Drain East of Lot 7 CT 04-14 206.0 12.3 117.3 91.7 ND J
51 SD 6/12/18 Drain Lot 9 CT 04-14 193.5 11.6 120.9 94.6 ND J
52 SD 6/12/18 Drain Lot 10 CT 04-14 195.0 10.6 114.0 91.6 ND B
53 SD 6/13/18 Area Drain Under Wall Adj Lot 8 CT 04-14 192.0 11.0 121.5 95.0 ND J
54 SD 6/13/18 Area Drain Under Wall Adj. Lot 9 CT 04-14 193.5 11.7 121.3 94.9 ND J
55 SD 6/18/18 Street Inlet Adj. Lot 7 CT 04-14 199.0 13.1 114.9 91.1 ND A
56 SD 6/18/18 Street Inlet Adj. Lot 7 CT 04-14 201.0 12.8 116.3 91.0 ND J
57 SD 6/25/18 B/o Basin Head Wall CT 04-14 189.5 10.6 115.8 90.6 ND J
58 SD 6/25/18 B/o Basin Head Wall CT 04-14 191.0 10.8 119.8 93.7 ND J
59 SD 6/25/18 B/o Basin Head Wall CT 04-14 193.0 11.5 117.6 92.0 ND J
60 SD 6/25/18 B/o Basin Head Wall CT 04-14 194.0 11.6 119.4 93.4 ND J
61 SD 6/28/18 Drain Adj. Upper Pad Lot 3 CT 04-14 230.0 10.6 118.9 93.1 ND J
62 SD 7/13/18 Lot NE Corner Lot 5 CT 04-14 226.0 11.8 112.9 90.6 ND B
63 SD 7/13/18 West Side Lot 1 CT 04-14 232.0 10.6 120.2 94.0 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 8
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
64 SD 7/13/18 Area Drain West Side Lot 2 CT 04-14 230.0 10.8 115.3 90.2 ND J
65 SD 7/13/18 Area Drain West Side Lot 1 CT 04-14 231.0 11.6 117.8 92.1 ND J
66 SD 7/13/18 Area Drain North of Lot 5 CT 04-14 228.0 11.1 113.9 91.4 ND B
67*SD 7/13/18 Area Drain South of Lot 4 CT 04-14 226.0 14.6 107.6 84.1 ND J
67A SD 7/13/18 Area Drain South of Lot 4 CT 04-14 226.0 12.8 117.8 92.1 ND J
68 SD 7/13/18 Area Drain South of Lot 4 CT 04-14 222.0 10.0 115.1 90.1 ND J
69*SD 7/13/18 Area Drain South of Lot 4 CT 04-14 225.0 10.1 107.4 84.0 ND J
69A SD 7/13/18 Area Drain South of Lot 4 CT 04-14 225.0 11.0 116.8 91.3 ND J
70 SD 7/16/18 Lot 4 South East Corner CT 04-14 227.0 12.4 114 91.5 ND B
71 SD 7/16/18 Lot 4 South East Corner CT 04-14 228.0 11.5 119.3 90.3 ND C
72 SD 7/16/18 Lot 4 South East Corner CT 04-14 227.0 10.9 121.2 91.8 ND C
73 SD 7/17/18 Area Drain North of Lot 5 CT 04-14 224.5 12.8 115.9 90.7 ND J
74 SD 7/17/18 Area Drain North of Lot 5 CT 04-14 221.0 12.7 113.7 91.3 ND B
75 SD 7/17/18 Area Drain North of Lot 5 CT 04-14 226.0 12.6 114.7 92.1 ND B
76 SD 7/17/18 Area Drain North of Lot 5 CT 04-14 228.0 12.1 113.3 91.0 ND B
77 SD 7/20/18 Area Drain North Side Lot 1 CT 04-14 229.0 11.7 118.9 93.0 ND J
78 SD 7/20/18 Area Drain West Side Lot 2 CT 04-14 236.0 12.3 117.7 92.0 ND J
1 SD 12/19/19 Service Road CT 04-14 FG 9.9 112.1 90.2 ND D
2 SD 12/19/19 Service Road CT 04-14 -0.5 10.2 112.8 90.7 ND D
WATER LINE
1 W 8/14/18 Service 3/4 CT 04-14 -1.0 13.6 114.0 91.4 ND E
2 W 8/14/18 Trails Lane 12+50 CT 04-14 -1.0 12.4 113.0 90.6 ND E
3 W 8/14/18 Trails Lane 11+50 CT 04-14 FG 12.8 114.2 91.6 ND E
4 W 8/14/18 Trails Lane 10+75 CT 04-14 -1.0 10.3 113.5 90.1 ND A
5 W 8/15/18 Valve Can Cul-De-Sac CT 04-14 -1.0 13.6 113.6 90.4 ND H
6 W 8/15/18 Service Lot 7/8 CT 04-14 -1.0 12.4 115.2 91.6 ND H
7 W 8/17/18 Trails Lane Lot 1 CT 04-14 -2.0 12.0 112.2 90.1 ND B
7'W 9/18/18 Trails Lane/Donna Drive CT 04-14 -3.5 10.6 113.5 90.3 ND H
8 W 8/17/18 Trails Lane Lot 1 CT 04-14 -0.5 11.3 114.6 92.0 ND B
8'W 9/18/18 W. Side Donna Dr/CBVD CT 04-14 -2.0 11.2 113.6 90.4 ND H
9 W 9/18/18 West. Side Donna Drive/CBVD CT 04-14 -1.0 10.3 115.7 92.0 ND H
9'W 9/26/18 Trails Lane Repair CT 04-14 -1.0 11.0 113.5 91.2 ND B
10 W 9/18/18 West. Side Donna Dr/CBVD CT 04-14 0.5 11.5 119.8 95.3 ND H
10'W 9/26/18 Trails Lane Repair CT 04-14 -0.5 10.6 115.2 92.5 ND B
11 W 10/17/18 Trails Lane/Donna Drive CT 04-14 -3.5 10.6 113.5 90.1 ND A
12 W 10/17/18 Trails Lane/Donna Drive CT 04-14 -1.5 10.2 115.2 91.4 ND A
13 W 10/17/18 Trails Lane/Donna Drive CT 04-14 FG 10.6 115.2 91.4 ND A
14 W 11/15/18 Fire Hydrant Trails Lane 5+00 CT 04-14 -1.0 9.8 112.7 90.7 SC D
15 W 11/15/18 Trails Lane/Donna Drive CT 04-14 -1.0 9.9 113.7 91.5 SC D
16 W 11/16/18 Donna Drive SVC Lot 1, 2 CT 04-14 -2.5 11.0 116.8 93.8 ND B
17 W 11/16/18 Donna Drive SVC Lot 1, 2 CT 04-14 -1.0 10.9 118.4 95.1 ND B
18 W 11/16/18 Water SVC Lot 1, 2 CT 04-14 SG 10.7 120.0 96.4 ND B
19 W 11/16/18 Lower Fire Hydrant CT 04-14 FG 11.8 115.4 91.6 ND A
20 W 1/13/20 Donna Drive, Pothole CT 04-14 -2.0 10.2 121.0 96.0 ND A
21 W 1/13/20 Donna Drive Service Lot 1, 2 CT 04-14 -1.0 9.9 120.5 95.6 ND A
GAS AND JOINT UTILITY
4 G 9/12/19 S Side Bldg 2 CT 04-14 -3.0 9.8 116.0 93.3 ND D
5 G 9/12/19 S Side Bldg 2 CT 04-14 -1.0 10.2 115.2 92.7 ND D
6 G 9/12/19 S Side Bldg 2 CT 04-14 -1.5 10.0 117.1 94.2 ND D
7 G 9/13/19 S Side Bldg 2 CT 04-14 -3.0 11.0 117.4 94.4 ND D
8 G 9/13/19 S Side Bldg 2 CT 04-14 -1.0 10.6 115.3 92.8 ND D
1 JT 9/6/18 Trails Lane Lot 4 CT 04-14 -1.0 10.6 112.9 90.8 ND D
2 JT 9/6/18 Trails Lane Lot 5/6 CT 04-14 -1.5 11.2 113.0 90.9 ND D
3 JT 9/6/18 Trails Lane Lot 9/10 CT 04-14 SG 9.5 112.2 90.3 ND D
4 JT 9/12/20 Trails Lane Lot 7/8 CT 04-14 -1.0 10.2 116.4 91.1 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 9
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
5 JT 9/12/20 Trails Lane Lot 11/12 CT 04-14 -1.5 10.5 118.2 92.5 ND J
6 JT 9/14/18 E Side Donna Dr. Crossing CT 04-14 -1.5 10.7 117.6 94.5 ND B
7 JT 9/14/18 E Side Donna Dr. Crossing CT 04-14 -1.5 11.0 116.6 93.7 ND B
8 JT 9/14/18 Trails Lane Lot 13/14 CT 04-14 -1.5 9.5 116.9 94.1 SC D
9 JT 9/14/18 Trails Lane Lot 15 CT 04-14 -1.0 10.0 115.8 93.2 ND D
10 JT 9/14/18 Trails Lane - East of Lot 1 CT 04-14 -0.5 11.0 118.2 95.1 SC D
11 JT 9/20/18 Trails Lane/Donna Drive CT 04-14 -1.0 10.4 113.5 90.1 ND A
12 JT 9/20/18 Trails Lane/Donna Drive CT 04-14 -0.5 11.2 114.2 90.6 ND A
13*JT 9/20/18 Trails Lane/Donna Drive CT 04-14 -1.0 10.5 108.0 85.7 ND A
13A JT 9/20/18 Trails Lane/Donna Drive CT 04-14 -1.0 10.7 119.2 94.6 ND A
SUBGRADE
1 SG 10/3/18 Paver Driveway CT04-14 SG 11.2 113.6 95.1 ND F
2 SG 10/3/18 Paver Driveway CT04-14 SG 10.9 115.2 96.4 ND F
3 SG 10/3/18 Paver Driveway CT04-14 SG 12.4 114.6 95.9 ND F
4 SG 10/3/18 Paver Driveway CT04-14 SG 11.4 113.9 95.3 ND F
5 SG 10/29/18 Cul-De-Sac CT04-14 SG 11.2 113.9 95.3 ND F
6 SG 10/29/18 Cul-De-Sac CT04-14 SG 11.1 116.3 95.7 ND L
7 SG 10/29/18 Cul-De-Sac CT04-14 SG 12.0 116.0 95.5 ND L
8 SG 11/9/18 Donna Dr CT04-14 SG 10.9 119.2 95.7 ND B
9 SG 11/9/18 Donna Dr CT04-14 SG 11.2 120.2 96.5 ND B
10 SG 11/9/18 Donna Dr CT04-14 SG 10.8 119.2 95.7 ND B
11 SG 11/9/18 Donna Dr CT04-14 SG 10.7 121.1 97.3 ND B
12 SG 11/9/18 Donna Dr/Trails Ln CT04-14 SG 9.9 123.9 95.7 ND M
13 SG 11/9/18 Donna Dr/Trails Ln CT04-14 SG 10.0 124.2 96.0 ND M
14 SG 11/9/18 Trails Ln 6+50 CT04-14 SG 11.2 115.9 95.4 ND L
15 SG 11/9/18 Trails Ln 5+50 CT04-14 SG 10.7 116.5 95.9 ND L
16 SG 11/9/18 Trails Ln 5+00 CT04-14 SG 10.5 115.5 95.1 ND L
17 SG 11/9/18 Trails Ln 4+50 CT04-14 SG 10.9 116.9 96.2 ND L
18 SG 11/15/18 Trails Ln 6+00 CT04-14 SG 11.2 115.0 96.2 ND F
19 SG 11/15/18 Trails Ln 5+50 CT04-14 SG 10.7 115.6 95.1 ND L
20 SG 11/15/18 Trails Ln 5+00 CT04-14 SG 10.5 116.2 95.6 ND L
21 SG 11/15/18 Trails Ln 4+50 CT04-14 SG 10.9 113.7 95.1 ND F
22 SG 11/16/18 Trails Ln 6+50 CT04-14 SG 11.4 118.5 95.2 ND B
22'SG 11/22/18 Donna Dr H2O SVC 1/2 CT04-14 SG 11.4 118.5 95.2 ND B
23 SG 11/16/18 Trails Ln 6+50 CT04-14 SG 10.7 119.4 95.9 ND B
23'SG 11/22/18 Donna Dr Elec. Crossing CT04-14 SG 10.7 119.4 95.9 ND B
24 SG 8/14/19 Lot 1, City Walk CT04-14 SG 10.9 118.6 92.8 ND J
25 SG 8/14/19 DW Aproach Lot 1 CT04-14 SG 11.4 123.0 96.2 ND J
26 SG 8/14/19 DW Aproach Lot 1 CT04-14 SG 12.0 123.4 96.6 ND J
27 SG 8/14/19 Lot 1, City Walk CT04-14 SG 11.2 121.0 94.7 ND J
28 SG 8/21/19 Donna Dr, City Walk CT04-14 SG 10.2 117.9 92.3 ND J
29 SG 8/21/19 Donna Dr, City Walk CT04-14 SG 10.9 119.2 93.3 ND J
30 SG 8/21/19 Donna Dr, City Walk CT04-14 SG 10.4 119.0 93.1 ND J
31 SG 8/21/19 Donna Dr, City Walk CT04-14 SG 10.0 118.8 93.0 ND J
31'SG 8/26/19 SW Trails Ln, N Side CT04-14 SG 9.9 115.7 91.8 ND A
32 SG 8/26/19 SW Trails Ln, N Side CT04-14 SG 10.3 114.2 90.6 ND A
33 SG 8/26/19 SW Trails Ln, N Side CT04-14 SG 10.0 115.8 91.9 ND A
34 SG 8/26/19 SW Trails Ln, N Side CT04-14 SG 9.8 116.0 92.1 ND A
35 SG 8/29/19 Lot 9 DW CT04-14 SG 11.2 119.2 95.7 ND B
36 SG 8/29/19 Lot 10 DW CT04-14 SG 10.9 118.6 95.3 ND B
37 SG 8/29/19 Lot 11 DW CT04-14 SG 10.0 121.0 96.0 ND A
38 SG 8/29/19 Lot 12 DW CT04-14 SG 10.4 120.4 95.6 ND A
39 SG 8/29/19 Lot 13 DW CT04-14 SG 11.6 119.8 95.0 ND A
40 SG 8/29/19 Lot 14 DW CT04-14 SG 12.0 120.0 95.2 ND A
41 Test Number Not Used
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 10
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
42 SG 9/27/19 Lot 3 DW CT04-14 SG 12.1 114.8 96.1 ND F
43 SG 9/27/19 Lot 4 DW CT04-14 SG 11.9 113.5 95.0 ND F
44 SG 9/27/19 Lot 5 DW CT04-14 SG 13.2 113.9 95.3 ND F
45 SG 9/27/19 Lot 6 DW CT04-14 SG 12.5 114.2 95.6 ND F
46 SG 9/27/19 Lot 7 DW CT04-14 SG 11.0 119.0 95.6 ND B
47 SG 9/27/19 Lot 8 DW CT04-14 SG 10.7 118.8 95.4 ND B
Test Numbers 48-58 Not Used
59 SG 1/14/20 Sidewalk Panel Adj. Basin Road CT04-14 SG 9.0 118.0 91.2 ND M
60 SG 1/14/20 Sidewalk Panel, Playground CT04-14 SG 8.7 119.7 92.5 ND M
61 SG 1/23/20 Donna Dr, City Walk CT04-14 SG 10.3 114.2 90.6 ND A
62 SG 1/23/20 Donna Dr, City Walk CT04-14 SG 10.0 116.3 92.3 ND A
63 SG 1/23/20 Donna Dr, City Walk CT04-14 SG 10.9 115.8 91.9 ND A
64 SG 1/28/20 City Sidewalk, Donna Drive CT04-14 SG 10.7 119.6 96.1 ND B
64'SG 1/28/20 Donna Dr, City walk CT04-14 SG 10.7 119.6 96.1 ND B
65 SG 1/28/20 City Sidewalk, Donna Drive CT04-14 SG 11.2 118.6 95.3 ND B
65'SG 1/28/20 Donna Dr, City walk CT04-14 SG 11.2 118.6 95.3 ND B
66 SG 1/28/20 City Sidewalk, Trails Lane CT04-14 SG 10.6 118.4 95.1 ND B
66'SG 1/28/20 Trails Ln, City walk CT04-14 SG 10.7 118.4 95.1 ND B
67 SG 1/28/20 Trails Ln, City walk CT04-14 SG 10.6 118.9 95.5 ND B
AGGREGATE BASE
1 B 10/29/18 Curb, N Side 6+50 CT 04-14 BG 12.1 112.7 95.1 ND AB-1
2 B 10/29/18 Curb, S Side 6+25 CT 04-14 BG 8.5 134.5 95.5 ND AB-2
3 B 10/29/18 Curb, W Side 5+15 CT 04-14 BG 12.0 113.4 95.7 ND AB-1
4 B 10/29/18 Curb, E Side 4+60 CT 04-14 BG 8.2 134.2 95.2 ND AB-2
5 B 10/29/18 Curb, W Side 4+10 CT 04-14 BG 12.4 113.9 96.1 ND AB-1
6 B 10/29/18 Curb, W Side 3+85 CT 04-14 BG 8.8 135.0 95.8 ND AB-2
7 B 10/29/18 Curb, S Edge of Cul-De-Sac CT 04-14 BG 8.2 136.4 96.8 ND AB-2
8 B 10/30/18 Curb, Lot 5 CT 04-14 BG 8.7 134.7 95.6 ND AB-2
9 B 10/30/18 Curb, Lot 4/5 CT 04-14 BG 9.0 136.1 96.6 ND AB-2
10 B 10/31/18 Curb, Lot 4 CT 04-14 BG 8.2 135.6 96.2 ND AB-2
11 B 10/31/18 Curb, Lot 3/4 CT 04-14 BG 8.5 137.2 97.4 ND AB-2
12 B 10/31/18 Curb, Parking Area CT 04-14 BG 8.3 136.2 96.7 ND AB-2
13 B 10/31/18 Curb, Parking Area CT 04-14 BG 8.6 136.9 97.2 ND AB-2
14 B 11/1/18 Curb, Donna Dr CT 04-14 BG 8.1 135.2 96.0 ND AB-2
15 B 11/1/18 Curb, Donna Dr CT 04-14 BG 8.4 136.7 97.0 ND AB-2
16 B 11/1/18 Curb, Donna Dr CT 04-14 BG 9.0 135.4 96.1 ND AB-2
17 B 11/1/18 Trails Ln, CDS CT 04-14 BG 8.8 135.6 96.2 ND AB-2
18 B 11/1/18 Trails Ln, CDS CT 04-14 BG 8.5 134.7 95.6 ND AB-2
19 B 11/1/18 Trails Ln, CDS CT 04-14 BG 8.1 136.4 96.8 ND AB-2
20 B 11/9/18 Donna Dr, Curb CT 04-14 BG 8.0 134.0 95.1 ND AB-2
21 B 11/5/18 Donna Dr/Trails Ln, Curb CT 04-14 BG 8.2 135.2 96.0 ND AB-2
21'B 11/16/18 Trails Ln, CDS curb CT 04-14 BG 12.2 113.9 96.1 ND AB-1
22 B 11/5/18 Donna Dr/Trails Ln, Curb CT 04-14 BG 8.7 134.5 95.5 ND AB-2
22'B 11/16/18 Trails Ln, CDS curb CT 04-14 BG 12.9 114.2 96.4 ND AB-1
23 B 11/16/18 Trails Ln, CDS curb CT 04-14 BG 13.2 112.8 95.2 ND AB-1
24 B 11/16/18 Trails Ln, CDS curb CT 04-14 BG 12.5 113.2 95.5 ND AB-1
25 B 11/16/18 Trails Ln, CDS curb CT 04-14 BG 12.0 114.0 96.2 ND AB-1
26 B 11/16/18 Trails Ln Parking Area, Curb CT 04-14 BG 13.1 113.5 95.8 ND AB-1
27 B 11/16/18 Trails Ln Parking Area, Curb CT 04-14 BG 12.7 112.9 95.3 ND AB-1
28 B 11/16/18 Trails Ln Parking Area, Curb CT 04-14 BG 14.0 113.0 95.4 ND AB-1
29 B 11/16/18 Trails Ln, Curb 6+75 CT 04-14 BG 14.0 114.2 96.4 ND AB-1
30 B 8/15/19 Lot 1 Driveway CT 04-14 BG 12.4 114.0 96.2 ND AB-1
31 B 8/15/19 Lot 2 Driveway CT 04-14 BG 12.8 113.3 95.6 ND AB-1
32 B 8/30/19 Lot 9 DW CT 04-14 BG 13.2 112.9 95.3 ND AB-1
33 B 8/30/19 Lot 10 DW CT 04-14 BG 12.8 114.2 96.4 ND AB-1
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 11
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
34 B 8/30/19 Lot 11 DW CT 04-14 BG 12.3 112.6 95.0 ND AB-1
35 B 8/30/19 Lot 12 DW CT 04-14 BG 12.6 113.2 95.5 ND AB-1
36 B 8/30/19 Lot 13 DW CT 04-14 BG 13.0 112.6 95.0 ND AB-1
37 B 8/30/19 Lot 14 DW CT 04-14 BG 13.2 114.0 96.2 ND AB-1
39 B 8/30/19 Lot 9/10 DW CT 04-14 BG 11.1 115.2 97.2 ND AB-1
40 B 8/30/19 Lot 11/12 DW CT 04-14 BG 10.7 114.7 96.8 ND AB-1
41 B 8/30/19 Lot 13/14 DW CT 04-14 BG 10.8 114.9 96.9 ND AB-1
41'B 10/2/19 Lot 4 CT 04-14 BG 13.5 112.9 95.3 ND AB-1
42 B 10/2/19 Lot 5 CT 04-14 BG 12.9 113.2 95.5 ND AB-1
43 B 10/2/19 Lot 6 CT 04-14 BG 13.3 113.0 95.4 ND AB-1
44 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 13.0 113.5 95.8 ND AB-1
45 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 13.0 112.9 95.3 ND AB-1
46 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 12.1 114.1 96.3 ND AB-1
47 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 12.6 112.7 95.1 ND AB-1
48 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 12.5 113.6 95.9 ND AB-1
49 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 13.3 113.3 95.6 ND AB-1
50 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 12.8 114.0 96.2 ND AB-1
51 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 10.9 113.6 95.9 ND AB-1
52 B 12/19/19 Trails Ln R&R, Curb CT 04-14 BG 10.9 113.0 95.4 ND AB-1
53 B 12/30/19 Trails Ln Patch/Repair CT 04-14 SG 12.8 112.8 95.2 ND AB-1
54 B 12/30/19 Trails Ln Patch/Repair CT 04-14 SG 13.2 113.2 95.5 ND AB-1
55 B 12/30/19 Trails Ln Patch/Repair CT 04-14 SG 14.0 112.9 95.3 ND AB-1
56 B 12/30/19 Trails Ln Patch/Repair CT 04-14 SG 13.1 112.8 95.2 ND AB-1
57 B 12/31/19 Trails Ln Patch/Repair CT 04-14 -18.0 11.5 113.6 95.9 ND AB-1
58 B 12/31/19 Trails Ln Patch/Repair CT 04-14 -18.0 11.9 113.1 95.4 ND AB-1
59 B 12/31/19 Trails Ln Patch/Repair CT 04-14 -12.0 12.5 112.9 95.3 ND AB-1
60 B 12/31/19 Trails Ln Patch/Repair CT 04-14 -12.0 12.7 113.4 95.7 ND AB-1
61 B 12/31/19 Trails Ln Patch/Repair CT 04-14 BG 11.8 112.7 95.1 ND AB-1
62 B 12/31/19 Trails Ln Patch/Repair CT 04-14 BG 12.5 113.1 95.4 ND AB-1
ASPHALTIC CONCRETE
1 AC 11/20/18 Parking Area CT04-14 AC 138.7 95.0 ND AC
2 AC 11/20/18 Parking Area CT04-14 AC 139.6 95.6 ND AC
3 AC 11/20/18 Parking Area CT04-14 AC 139.0 95.2 ND AC
4 AC 11/20/18 Parking Area CT04-14 AC 138.9 95.1 ND AC
5 AC 11/20/18 Parking Area CT04-14 AC 139.6 95.6 ND AC
6 AC 1/6/20 Trails Ln CT04-14 AC 139.0 95.2 ND AC
7 AC 1/6/20 Trails Ln CT04-14 AC 138.7 95.0 ND AC
8 AC 1/6/20 Trails Ln CT04-14 AC 142.5 97.6 ND AC
9 AC 1/6/20 Donna Dr, SB Ln CT04-14 AC 139.9 95.8 ND AC
10 AC 1/6/20 Donna Dr, SB Ln CT04-14 AC 139.5 95.5 ND AC
11 AC 1/6/20 Donna Dr, SB Ln CT04-14 AC 140.6 96.3 ND AC
12 AC 1/13/20 Donna Drive CT04-14 AC 141.0 96.6 ND AC
13 AC 1/13/20 Donna Drive CT04-14 AC 138.9 95.1 ND AC
14 AC 1/13/20 Donna Drive CT04-14 AC 139.6 95.6 ND AC
15 AC 1/13/20 Donna Drive CT04-14 AC 139.3 95.4 ND AC
RETAINING WALL
1 RW 11/20/17 SW Property Line CT 04-14 188.0 10.6 120.8 97.0 ND B
2 RW 11/20/17 SW Property Line CT 04-14 188.0 10.7 116.8 93.8 ND B
3 RW 11/20/17 SW Property Line CT 04-14 189.0 11.0 115.9 93.0 SC B
4 RW 11/20/17 SW Property Line CT 04-14 190.0 10.9 121.3 97.4 ND B
5 RW 11/20/17 SW Property Line CT 04-14 190.0 10.7 118.1 94.8 ND B
6 RW 11/20/17 SW Property Line CT 04-14 FG 10.6 120.9 97.1 ND B
7 RW 11/20/17 SW Property Line CT 04-14 FG 11.2 116.5 93.5 ND B
8 RW 11/20/17 SW Property Line CT 04-14 FG 11.0 119.2 95.7 ND B
9 RW 11/20/17 W of Lot 13+14 CT 04-14 195.0 10.7 121.6 97.6 SC B
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 12
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
10 RW 11/20/17 W of Lot 13+14 CT 04-14 195.0 10.9 116.3 93.4 ND B
11 RW 11/20/17 W of Lot 13+14 CT 04-14 197.0 10.1 121.7 96.5 ND A
12 RW 11/20/17 W of Lot 13+14 CT 04-14 199.0 9.9 122.9 97.5 ND A
13 RW 11/20/17 W of Lot 13+14 CT 04-14 200.0 10.2 122.4 97.1 ND A
14 RW 11/28/17 MSE Wall NW CT 04-14 202.0 10.9 115.3 92.6 ND B
15 RW 11/28/17 MSE Wall NW CT 04-14 203.0 11.1 116.5 93.5 ND B
16 RW 11/28/17 MSE Wall NW CT 04-14 205.0 10.8 114.9 92.2 ND B
17 RW 11/28/17 MSE Wall NW CT 04-14 209.0 11.2 117.3 94.2 ND B
18 RW 11/29/17 MSE Wall NW CT 04-14 204.0 11.2 118.3 95.0 ND B
19 RW 11/29/17 MSE Wall NW CT 04-14 205.0 10.9 116.7 93.7 ND B
20 RW 11/29/17 MSE Wall NW CT 04-14 207.0 11.3 117.5 94.3 ND B
21 RW 11/29/17 MSE Wall NW CT 04-14 213.0 11.0 115.8 93.0 ND B
22 BW 3/28/18 Lot 5 North CT 04-14 221.0 10.2 117.3 93.2 SC H
23 BW 3/28/18 Lot 5 East CT 04-14 221.0 10.1 118.5 94.2 ND H
24 BW 3/28/18 Lot 6 East CT 04-14 220.0 10.5 117.9 93.7 SC H
25 BW 3/28/18 Lot 6 South CT 04-14 220.0 10.0 116.8 92.9 ND H
26 BW 3/28/18 Lot 6 East CT 04-14 221.0 10.2 117.5 93.4 SC H
27 BW 3/28/18 Lot 6 South CT 04-14 221.0 10.6 118.7 94.4 SC H
28 BW 3/29/18 Lot 5 Southeast CT 04-14 222.0 10.5 115.9 92.2 ND H
29 BW 3/29/18 Lot 6 Southeast CT 04-14 221.0 11.6 116.4 92.6 SC H
30 BW 3/29/18 Lot 6 Southeast CT 04-14 223.0 10.9 117.1 93.1 ND H
31 BW 3/29/18 Lot 5 Southeast CT 04-14 223.0 10.4 119.4 93.4 ND J
32 BW 3/29/18 Lot 5 Southeast CT 04-14 224.0 10.1 118.5 92.7 ND J
33 BW 3/29/18 Lot 6 Southeast CT 04-14 224.0 10.6 117.8 92.1 ND J
34 BW 3/30/18 Lot 6 Southwest CT 04-14 220.0 10.6 119.9 93.8 ND J
35 BW 3/30/18 Lot 6 Southwest CT 04-14 221.0 11.1 120.5 94.2 ND J
36 BW 3/30/18 Lot 6 Southeast CT 04-14 223.0 11.7 119.4 93.4 SC J
37 BW 3/30/18 Lot 6 Southwest CT 04-14 222.0 10.3 118.2 92.4 ND J
38 BW 4/2/18 Lot 6 Southeast CT 04-14 223.0 9.7 120.1 94.8 ND G
39 BW 4/2/18 Lot 6 East CT 04-14 223.0 10.4 118.7 93.7 ND G
40 BW 4/2/18 Lot 5 East CT 04-14 223.0 10.1 117.3 92.6 ND G
41 BW 4/2/18 Lot 5 East CT 04-14 224.0 9.9 119.1 94.0 ND G
42 BW 4/2/18 Lot 4 East CT 04-14 220.0 10.7 116.2 91.7 ND G
43 BW 4/2/18 Lot 4 East CT 04-14 220.0 10.5 118.5 93.6 ND G
44 BW 4/3/18 Lot 6 East CT 04-14 224.0 10.5 121.3 95.8 ND G
45 BW 4/3/18 Lot 5 East CT 04-14 224.0 10.3 120.2 94.9 ND G
46 BW 4/3/18 Lot 4 East CT 04-14 223.0 9.9 118.8 93.8 ND G
47 BW 4/3/18 Lot 6 East CT 04-14 225.0 10.7 121.7 96.1 ND G
48 BW 4/3/18 Lot 5 East CT 04-14 225.0 10.6 122.3 96.6 ND G
49 BW 4/3/18 Between Lot 5 - Lot 4 CT 04-14 223.0 11.1 120.5 95.1 ND G
50 BW 4/3/18 Between Lot 5 - Lot 4 CT 04-14 225.0 10.9 119.2 94.1 ND G
51 BW 4/3/18 Lot 4 East CT 04-14 225.0 11.2 120.5 95.1 ND G
52 BW 4/3/18 Lot 3 East CT 04-14 223.0 10.3 121.9 96.2 ND G
53 BW 4/3/18 Lot 4 East CT 04-14 225.0 10.8 122.7 96.9 ND G
54 BW 4/3/18 Lot 3 East CT 04-14 226.0 10.6 119.6 94.4 ND G
55 BW 4/3/18 Lot 3 East CT 04-14 226.0 10.9 120.8 95.4 ND G
56 BW 4/3/18 Lot 3 North CT 04-14 224.0 10.4 121.4 95.8 ND G
57 BW 4/4/18 Lot 3 Northeast CT 04-14 227.0 10.8 119.7 94.5 ND G
58 BW 4/4/18 Lot 1 North CT 04-14 236.0 10.6 121.5 95.9 ND G
59 BW 4/4/18 Lot 1 East CT 04-14 236.0 11.0 120.6 95.2 ND G
60 BW 4/4/18 Lot 2 East CT 04-14 235.0 11.1 118.9 93.9 ND G
61 BW 4/4/18 Lot 2 East CT 04-14 236.0 10.9 122.1 96.4 ND G
62 BW 4/5/18 Lot 1 North CT 04-14 237.0 10.3 122.4 96.6 ND G
63 BW 4/5/18 Lot 1 East CT 04-14 237.0 9.9 121.5 95.9 ND G
64 BW 4/5/18 Lot 2 East CT 04-14 237.0 10.5 122.1 96.4 ND G
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 13
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
65 BW 4/5/18 Lot 1 East CT 04-14 238.0 9.6 119.3 94.2 ND G
66 BW 4/5/18 Lot 2 East CT 04-14 238.0 9.8 118.7 93.7 ND G
67 BW 4/5/18 Lot 1 East CT 04-14 239.0 10.2 120.6 95.2 ND G
68 BW 4/5/18 Lot 1 East CT 04-14 239.0 10.4 121.9 96.2 ND G
69 BW 4/6/18 Lot 1East CT 04-14 239.0 10.2 116.4 91.9 ND G
70 BW 4/6/18 Lot 2 East CT 04-14 238.5 9.7 125.6 95.1 ND C
71 BW 4/6/18 Lot 1 North CT 04-14 238.0 9.6 114.2 90.2 ND G
72 BW 4/6/18 Lot 1 North CT 04-14 238.0 12.7 113.9 91.3 ND E
73 BW 4/6/18 Lot 2 East CT 04-14 240.0 11.4 121.5 95.0 ND J
74 BW 4/6/18 Lot 1 North CT 04-14 240.0 10.1 120.6 95.3 ND G
75 BW 4/6/18 Lot 1 East CT 04-14 240.0 10.2 117.3 92.6 ND G
76 BW 4/9/18 Lot 3 East CT 04-14 226.0 11.9 121.3 95.8 ND G
77 BW 4/9/18 Lot 4 East CT 04-14 226.0 11.2 122.1 96.5 ND G
78 BW 4/9/18 Lot 3 North CT 04-14 225.0 11.2 121.0 95.6 ND G
79 BW 4/9/18 Lot 3 North CT 04-14 227.0 13.2 120.4 95.1 ND G
80 BW 4/9/18 Lot 4 East CT 04-14 228.0 10.5 121.5 95.0 ND J
81 BW 4/9/18 Lot 4 East CT 04-14 229.0 12.2 116.7 91.3 ND J
82 BW 4/9/18 Lot 3 East CT 04-14 229.0 12.5 122.6 96.0 ND J
83 BW 4/9/18 Lot 3 East CT 04-14 229.5 10.1 120.8 94.5 ND J
84 BW 4/9/18 Lot 4 East CT 04-14 229.0 9.6 115.6 91.3 ND G
85 BW 4/9/18 Lot 4 East CT 04-14 227.5 10.0 127.2 99.5 ND J
86 BW 4/10/18 Lot 8 West CT 04-14 196.0 13.5 118.3 95.0 ND B
87*BW 4/10/18 Lot 8 West CT 04-14 197.0 11.2 111.5 87.2 ND J
87A BW 4/10/18 Lot 8 West CT 04-14 197.0 11.3 119.4 93.4 ND J
88 BW 4/10/18 Lot 7 East CT 04-14 197.0 11.2 119.0 95.5 ND B
89 BW 4/10/18 Lot 7 North CT 04-14 198.5 10.0 118.9 93.0 ND J
90 BW 4/10/18 Lot 7 East CT 04-14 199.0 11.9 121.2 94.8 ND J
91 BW 4/10/18 Lot 8 West CT 04-14 198.0 10.1 122.0 95.4 ND J
92 BW 4/10/18 Lot 8 North CT 04-14 197.5 11.5 121.5 95.0 ND J
93 BW 4/10/18 Lot 8 West CT 04-14 199.5 10.1 118.9 93.0 ND J
94 BW 4/10/18 Lot 8 North CT 04-14 197.0 10.3 120.9 94.6 ND J
95 BW 4/10/18 Lot 8 North CT 04-14 195.5 12.4 118.8 93.0 ND J
96*BW 4/11/18 Lot 8 North CT 04-14 196.0 9.8 109.4 87.8 ND B
96A BW 4/11/18 Lot 8 North CT 04-14 196.0 12.4 118.5 95.1 ND B
97 BW 4/11/18 Lot 7 North CT 04-14 197.0 12.3 118.3 95.0 ND B
98 BW 4/11/18 Lot 7 North CT 04-14 197.0 10.8 119.3 93.3 ND J
99 BW 4/11/18 Lot 7 North CT 04-14 199.0 11.1 122.1 95.5 ND J
100 BW 4/11/18 Lot 7 East CT 04-14 201.0 10.9 119.7 93.6 ND J
101 BW 4/11/18 Lot 8 North CT 04-14 199.0 12.8 122.0 95.5 ND J
102*BW 4/11/18 Lot 7 North CT 04-14 199.0 11.6 113.0 88.4 ND J
102A BW 4/11/18 Lot 7 North CT 04-14 199.0 11.6 119.1 93.2 ND J
103 BW 4/11/18 Lot 7 North CT 04-14 200.0 11.5 120.2 94.0 ND J
104 BW 4/11/18 Lot 7 North CT 04-14 200.0 12.5 121.3 94.9 ND J
105 BW 4/11/18 Lot 7 North CT 04-14 201.0 10.3 119.8 93.7 ND J
106 BW 4/11/18 Lot 7 East CT 04-14 201.0 10.1 122.0 95.5 ND J
107 BW 4/12/18 Lot 7 East CT 04-14 202.0 11.0 122.6 95.9 ND J
108 BW 4/12/18 Lot 7 North CT 04-14 202.0 11.4 119.3 93.4 ND J
109 BW 4/12/18 Lot 8 West CT 04-14 200.0 11.4 119.0 93.1 ND J
110 BW 4/12/18 Lot 8 West CT 04-14 201.0 12.6 119.3 93.4 ND J
111 BW 4/12/18 Lot 8 North CT 04-14 202.5 13.2 119.0 93.1 ND J
112 BW 4/12/18 Lot 7 North CT 04-14 204.0 11.8 121.0 94.6 ND J
113 BW 4/12/18 Lot 7 East CT 04-14 203.0 11.8 120.9 94.6 ND J
114 BW 4/12/18 Lot 7 East CT 04-14 204.0 10.7 121.2 94.8 ND J
115 BW 4/12/18 Lot 8 West CT 04-14 202.0 12.6 120.2 94.0 ND J
116 BW 4/13/18 Lot 5 East CT 04-14 230.0 10.6 117.9 92.2 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 14
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
117 BW 4/13/18 Lot 3 East CT 04-14 230.0 10.6 117.7 92.0 ND J
118 BW 4/13/18 Lot 3 East CT 04-14 231.0 10.1 123.4 96.5 ND J
119 FG 4/16/18 Lot 3 Upper Pad CT 04-14 231.0 10.7 124.5 97.4 ND J
120 BW 4/16/18 Lot 6 Upper Pad CT 04-14 224.0 10.1 124.7 97.5 ND J
121 BW 4/16/18 Lot 6 Upper Pad CT 04-14 224.0 10.7 119.7 93.6 ND J
122 BW 4/16/18 Lot 6 Upper Pad CT 04-14 225.0 10.6 123.4 96.6 ND J
123 BW 4/16/18 Lot 6 Upper Pad CT 04-14 226.0 10.2 119.1 93.2 ND J
124*BW 4/17/18 Lot 10 N.W.CT 04-14 198.0 11.4 108.4 84.8 ND J
124A BW 4/17/18 Lot 10 N.W.CT 04-14 198.0 12.3 118.5 92.7 ND J
125 BW 4/17/18 Lot 7 East CT 04-14 204.5 11.7 119.1 93.2 ND J
126 BW 4/17/18 Lot 7 North CT 04-14 205.0 11.6 119.4 93.4 ND J
127 BW 4/17/18 Lot 8 North CT 04-14 203.0 12.2 120.3 94.1 ND J
128 BW 4/17/18 Lot 8 West CT 04-14 203.0 11.7 120.5 94.3 ND J
129 BW 4/17/18 Lot 9 S.E.CT 04-14 196.0 12.8 113.5 91.1 ND B
130 BW 4/17/18 Lot 9 N.E.CT 04-14 196.0 12.1 117.4 91.8 ND J
131*BW 4/17/18 Lot 10 N.E.CT 04-14 198.0 13.8 108.8 87.4 ND B
131A BW 4/17/18 Lot 10 N.E.CT 04-14 198.0 12.7 117.0 93.9 ND B
132 BW 4/17/18 Lot 10 N.W.CT 04-14 198.0 11.5 114.8 92.2 ND B
133 BW 4/17/18 Lot 9 N.E.CT 04-14 197.0 13.4 121.8 95.2 ND J
134 BW 4/17/18 Lot 9 S.E.CT 04-14 198.0 11.9 122.8 96.0 ND J
135*BW 4/17/18 Lot 9 N.CT 04-14 198.0 14.1 113.0 88.4 ND J
135A BW 4/17/18 Lot 9 N.CT 04-14 198.0 12.4 118.3 92.5 ND J
136 BW 4/18/18 Lot 10 N.W.CT 04-14 201.0 13.4 117.5 91.9 ND J
137 BW 4/18/18 Lot 10 N.E.CT 04-14 199.0 10.4 122.1 95.5 ND J
138 BW 4/18/18 Lot 9 S.E.CT 04-14 198.5 12.1 112.9 90.7 ND B
139 FG 4/18/18 Lot 4 CT 04-14 229.0 10.1 125.6 98.2 ND J
140 FG 4/18/18 Lot 5 CT 04-14 228.5 10.2 125.1 97.9 ND J
141 FG 4/18/18 Lot 6 CT 04-14 226.5 10.3 121.8 95.2 ND J
142 BW 4/18/18 Lot 11 East CT 04-14 197.5 14.2 117.5 91.9 ND J
143 BW 4/18/18 Lot 11 South CT 04-14 196.5 11.7 120.6 94.3 ND J
144 BW 4/18/18 Lot 9 S.E.CT 04-14 198.0 13.2 119.8 93.7 ND J
145 BW 4/18/18 Lot 10 N.E.CT 04-14 201.0 12.3 122.4 95.7 ND J
146 BW 4/18/18 Lot 11 East CT 04-14 199.0 11.8 122.2 95.6 ND J
147 BW 4/18/18 Lot 11 South CT 04-14 200.0 12.8 118.9 93.0 ND J
148 BW 4/18/18 Lot 10 N.E.CT 04-14 202.0 13.2 115.1 90.1 ND J
149 BW 4/19/18 Lot 11 North CT 04-14 200.0 11.7 118.3 92.5 ND J
150 BW 4/19/18 Lot 12 North CT 04-14 199.5 10.8 115.6 90.4 ND J
151 BW 4/19/18 Lot 11 South CT 04-14 200.0 10.7 115.8 90.6 ND J
152 BW 4/19/18 Lot 10 N.W.CT 04-14 202.0 11.6 122.2 95.6 ND J
153 BW 4/19/18 Lot 9 N.E.CT 04-14 201.5 12.2 123.0 96.2 ND J
154 BW 4/19/18 Lot 9 S.E.CT 04-14 201.0 10.6 123.9 96.9 ND J
155 BW 4/19/18 Lot 9 N.E.CT 04-14 203.0 10.9 115.5 90.4 ND J
156 BW 4/19/18 Lot 10 N.E.CT 04-14 204.0 12.2 118.1 92.4 ND J
157 BW 4/19/18 Lot 9 N.E.CT 04-14 204.0 11.8 116.7 91.3 ND J
158 BW 4/19/18 Lot 10 N.E.CT 04-14 204.0 10.8 121.3 94.9 ND J
159 BW 4/19/18 Lot 10 N.E.CT 04-14 205.0 11.1 123.7 96.8 ND J
160 BW 4/19/18 Lot 10 N.W.CT 04-14 205.0 13.8 112.4 90.3 ND B
161*BW 4/20/18 Lot 12 N.E.CT 04-14 201.0 11.1 113.6 88.8 ND J
161A BW 4/20/18 Lot 12 N.E.CT 04-14 201.0 13.8 116.1 90.8 ND J
162 BW 4/20/18 Lot 11 East CT 04-14 201.0 12.7 121.6 95.1 ND J
163 BW 4/20/18 Lot 11 S.E.CT 04-14 199.0 14.2 115.5 90.3 ND J
164*BW 4/20/18 Lot 11 South CT 04-14 201.5 12.2 111.1 87.7 ND G
164A BW 4/20/18 Lot 11 South CT 04-14 201.5 11.8 119.8 94.6 ND G
165 BW 4/20/18 Lot 12 North CT 04-14 201.0 13.7 117.2 92.5 ND G
166 BW 4/20/18 Lot 11 East CT 04-14 202.0 14.7 116.2 91.7 ND G
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 15
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
167 BW 4/20/18 Lot 12 N.E.CT 04-14 201.5 11.7 114.9 90.7 ND G
168 BW 4/20/18 Lot 12 North CT 04-14 201.0 11.7 120.0 94.7 ND G
169 BW 4/20/18 Lot 12 North CT 04-14 201.5 13.9 115.3 91.0 ND G
170 BW 4/20/18 Lot 12 East CT 04-14 202.5 13.1 117.3 92.6 ND G
171 BW 4/20/18 Lot 11 East CT 04-14 202.5 9.8 120.3 95.0 ND G
172 BW 4/20/18 Lot 11 South CT 04-14 203.0 9.8 119.6 94.4 ND G
173 BW 4/20/18 Lot 11 East CT 04-14 203.0 14.0 117.6 92.8 ND G
174 BW 4/20/18 Lot 11 South CT 04-14 203.5 11.9 112.3 90.2 ND B
175 BW 4/23/18 Lot 11 South CT 04-14 205.0 10.9 124.4 98.7 ND A
176 BW 4/23/18 Lot 11 East CT 04-14 205.0 10.9 119.9 94.7 ND G
177 BW 4/23/18 Lot 12 N.E.CT 04-14 205.0 11.8 116.2 93.3 ND B
178 BW 4/23/18 Lot 12 North CT 04-14 204.5 11.7 115.9 93.1 ND B
179 BW 4/23/18 Lot 12 N.E.CT 04-14 206.0 11.0 122.2 97.0 ND A
180 BW 4/23/18 Lot 12 North CT 04-14 205.5 12.1 117.7 93.0 ND G
181 BW 4/23/18 Lot 12 North CT 04-14 206.0 12.0 115.5 91.2 ND G
182 BW 4/23/18 Lot 12 East CT 04-14 206.0 11.5 121.9 96.7 ND A
183*BW 4/24/18 Lot 14 East CT 04-14 211.0 11.8 106.5 85.5 ND B
183A BW 4/24/18 Lot 14 East CT 04-14 211.0 11.6 113.2 90.9 ND B
184 BW 4/24/18 Lot 14 North CT 04-14 211.0 11.2 113.5 91.1 ND B
185 BW 4/24/18 Lot 13 East CT 04-14 210.0 13.7 118.6 93.7 ND G
186 BW 4/24/18 Lot 13 South CT 04-14 210.0 14.2 114.1 91.6 ND B
187 BW 4/24/18 Lot 13 East CT 04-14 210.5 15.2 114.1 91.4 ND E
188 BW 4/24/18 Lot 14 North CT 04-14 213.0 14.5 118.2 92.4 ND J
189 BW 4/24/18 Lot 14 East CT 04-14 212.0 12.5 119.6 93.5 ND J
190 BW 4/24/18 Lot 13 East CT 04-14 212.0 11.7 122.4 95.7 ND J
191 BW 4/24/18 Lot 13 South CT 04-14 212.0 11.7 121.4 95.0 ND J
192 BW 4/24/18 Lot 13 Southeast CT 04-14 213.0 10.3 119.6 93.6 ND J
193 BW 4/24/18 Lot 14 North CT 04-14 214.5 13.6 118.6 92.8 ND J
194 BW 4/24/18 Lot 14 East CT 04-14 214.5 12.2 115.9 92.9 ND E
195 BW 4/24/18 Lot 13 East CT 04-14 214.0 11.8 114.9 92.1 ND E
196 BW 4/25/18 Lot 14 North CT 04-14 216.0 11.7 114.1 91.4 ND E
197 BW 4/25/18 Lot 13 South CT 04-14 214.0 11.5 121.7 95.2 ND J
198 BW 4/25/18 Lot 13 East CT 04-14 215.0 10.3 122.0 95.5 ND J
199 BW 4/25/18 Lot 14 Northeast CT 04-14 217.0 10.3 123.3 93.4 ND C
200 BW 4/25/18 Lot 13 Southeast CT 04-14 217.0 10.7 123.0 93.1 ND C
201 BW 4/25/18 Lot 14 North CT 04-14 218.0 11.3 116.1 90.8 ND J
202 BW 4/25/18 Lot 14 East CT 04-14 218.0 10.7 121.0 94.6 ND J
203 BW 4/26/18 Lot 14 East CT 04-14 219.5 11.6 116.8 91.4 ND J
204 BW 4/26/18 Lot 14 Northeast CT 04-14 219.5 12.1 118.0 92.3 ND J
205 BW 4/26/18 Lot 14 North CT 04-14 216.0 9.3 119.3 90.3 ND C
206 BW 4/26/18 Lot 14 North CT 04-14 218.0 10.5 119.1 90.2 ND C
207 BW 4/26/18 Lot 14 North CT 04-14 219.0 11.5 122.5 92.8 ND C
208 BW 4/26/18 Lot 14 North CT 04-14 220.0 10.1 118.5 93.6 ND G
209 BW 4/27/18 Lot 7 North CT 04-14 205.0 10.7 120.5 94.2 ND J
210 BW 4/27/18 Lot 8 North CT 04-14 205.0 11.1 119.3 93.3 ND J
211 BW 4/27/18 Lot 8 West CT 04-14 205.0 10.5 121.6 95.1 ND J
212 BW 4/27/18 Lot 7 East CT 04-14 204.0 10.9 118.7 92.8 ND J
213 BW 4/27/18 Lot 7 North CT 04-14 206.5 11.5 120.1 93.9 ND J
214 BW 4/27/18 Lot 8 North CT 04-14 206.5 11.3 121.2 94.8 ND J
215 BW 4/27/18 Lot 8 West CT 04-14 206.0 10.8 117.9 92.2 ND J
216 BW 4/27/18 Lot 7 East CT 04-14 206.5 10.4 118.4 92.6 ND J
217 BW 4/27/18 Lot 7 North CT 04-14 208.0 10.3 121.8 95.3 ND J
218 BW 4/27/18 Lot 8 North CT 04-14 208.0 11.2 120.7 94.4 ND J
219 BW 4/30/18 Lot 10 North CT 04-14 206.0 10.7 119.5 93.5 ND J
220 BW 4/30/18 Lot 9 South CT 04-14 206.0 10.9 120.3 94.1 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 16
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
221 BW 4/30/18 Lot 8 North CT 04-14 210.0 10.6 118.7 92.8 ND J
222 BW 4/30/18 Lot 7 North CT 04-14 210.0 11.2 121.6 95.1 ND J
223 BW 4/30/18 Lot 9 South CT 04-14 207.5 10.5 119.8 93.7 ND J
224 BW 4/30/18 Lot 10 North CT 04-14 207.5 10.8 121.2 94.8 ND J
225 BW 4/30/18 Lot 10 Northwest CT 04-14 207.5 11.3 120.1 93.9 ND J
226 BW 4/30/18 Lot 9 North CT 04-14 208.5 10.4 118.4 92.6 ND J
227 BW 4/30/18 Lot 10 North CT 04-14 208.5 10.9 121.5 95.0 ND J
228 BW 5/1/18 Lot 10 Northeast CT 04-14 210.0 11.9 116.4 91.0 ND J
229 BW 5/1/18 Lot 9 Southeast CT 04-14 210.5 11.6 121.8 95.3 ND J
230 BW 5/1/18 Lot 10 North CT 04-14 209.5 11.2 119.4 93.4 ND J
231 BW 5/1/18 Lot 8 Northeast CT 04-14 211.0 12.8 116.9 91.4 ND J
232 BW 5/1/18 Lot 9 Southeast CT 04-14 211.5 12.6 119.1 93.1 ND J
233*BW 5/1/18 Lot 10 East CT 04-14 211.5 11.3 112.5 88.0 ND J
233A BW 5/1/18 Lot 10 East CT 04-14 211.5 11.3 116.7 91.3 ND J
234 BW 5/1/18 Lot 7 Northeast CT 04-14 212.0 11.4 122.4 95.8 ND J
235 BW 5/1/18 Lot 8 Northeast CT 04-14 213.0 11.1 118.0 93.2 ND G
236 BW 5/1/18 Lot 7 East CT 04-14 213.0 12.8 118.3 93.5 ND G
237 BW 5/1/18 Lot 8 Northeast CT 04-14 212.0 14.4 119.0 94.0 ND G
238 BW 5/1/18 Lot 9 East CT 04-14 213.0 10.1 122.3 95.7 ND J
239 BW 5/1/18 Lot 10 Northeast CT 04-14 213.0 11.2 122.0 95.5 ND J
240 BW 5/2/18 Lot 7 Northeast CT 04-14 214.0 11.8 119.6 93.6 ND J
241 BW 5/2/18 Lot 8 Northeast CT 04-14 214.0 12.6 114.3 90.2 ND G
242 BW 5/2/18 Lot 9 East CT 04-14 214.0 11.5 122.3 95.7 ND J
243 BW 5/2/18 Lot 10 East CT 04-14 214.0 10.6 114.8 90.6 ND G
244 BW 5/2/18 Lot 8 West Slope CT 04-14 208.0 12.1 116.8 91.4 ND J
245 BW 5/2/18 Lot 9 East CT 04-14 204.0 11.6 116.4 91.1 ND J
246 BW 5/2/18 Lot 7 East CT 04-14 214.5 11.1 119.7 93.7 ND J
247 BW 5/2/18 Lot 8 Northeast CT 04-14 214.5 12.4 120.5 94.3 ND J
248 BW 5/2/18 Between Lots 8-9 CT 04-14 215.0 10.7 125.3 94.9 ND C
249 BW 5/2/18 Lot 9 Northeast CT 04-14 215.0 10.5 120.2 91.0 ND C
250 BW 5/3/18 Lot 7 East CT 04-14 216.0 10.2 117.6 92.0 ND J
251 BW 5/3/18 Lot 10 East CT 04-14 216.0 12.4 117.9 92.3 ND J
252 BW 5/3/18 Lot 2 South CT 04-14 234.0 10.6 117.5 91.9 ND J
253 BW 5/3/18 Lot 2 East CT 04-14 237.0 9.4 120.6 91.3 ND C
254 BW 5/3/18 Lot 10 East CT 04-14 217.0 10.6 123.4 96.6 ND J
255 BW 5/3/18 Lot 11 Southeast CT 04-14 206.5 14.2 118.2 92.4 ND J
256 BW 5/3/18 Lot 11 South CT 04-14 207.5 10.6 122.4 92.7 ND C
257 BW 5/3/18 Lot 11 East CT 04-14 207.5 11.4 120.8 94.5 ND J
258 BW 5/3/18 Lot 12 Northeast CT 04-14 209.0 13.7 114.4 90.3 ND G
259 BW 5/3/18 Lot 12 East CT 04-14 209.0 11.6 119.9 93.8 ND J
260 BW 5/3/18 Lot 11 South CT 04-14 208.5 12.7 115.5 90.4 ND J
261 BW 5/4/18 Lot 2 South CT 04-14 234.5 12.8 118.2 92.4 ND J
262 BW 5/4/18 Lot 11 South CT 04-14 210.0 10.6 120.9 91.5 ND C
263 BW 5/4/18 Lot 12 Northeast CT 04-14 210.0 11.6 121.8 92.2 ND C
264 BW 5/4/18 Lot 12 North CT 04-14 210.0 11.8 124.3 94.1 ND C
265 BW 5/4/18 Lot 11 East CT 04-14 210.0 11.3 124.2 94.0 ND C
266 BW 5/7/18 Lot 12 North CT 04-14 211.0 11.9 116.7 91.3 ND J
267 BW 5/7/18 Lot 12 East CT 04-14 211.5 12.7 115.7 90.5 ND J
268 BW 5/7/18 Lot 11 South CT 04-14 211.0 12.4 119.7 93.7 ND J
269 BW 5/7/18 Lot 11 East CT 04-14 212.0 10.7 116.5 91.2 ND J
270 BW 5/7/18 Lot 12 East CT 04-14 212.5 11.3 119.2 93.2 ND J
271 BW 5/7/18 Lot 12 Northeast CT 04-14 212.5 10.6 117.6 92.0 ND J
272 BW 5/7/18 Lot 11 East CT 04-14 213.5 10.0 120.8 94.5 ND J
273*BW 5/7/18 Lot 12 East CT 04-14 213.5 9.7 112.0 88.8 ND A
273A BW 5/7/18 Lot 12 East CT 04-14 213.5 10.0 117.7 93.4 ND A
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 17
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
274 BW 5/8/18 Lot 11 South CT 04-14 213.0 10.0 117.7 92.0 ND J
275 BW 5/8/18 Lot 11 East CT 04-14 214.0 11.9 122.9 96.1 ND J
276*BW 5/8/18 Lots 12/13 CT 04-14 212.0 8.1 113.8 86.2 ND C
276A BW 5/8/18 Between Lots 12/13 CT 04-14 212.0 10.1 119.1 90.2 ND C
277 BW 5/8/18 Lot 12 East CT 04-14 214.0 10.1 120.3 94.1 ND J
278 BW 5/8/18 Lot 12 East CT 04-14 215.0 12.3 115.5 90.4 ND J
279 BW 5/8/18 Lot 11 East CT 04-14 215.0 10.7 118.7 92.9 ND J
280 BW 5/8/18 Lot 12 East CT 04-14 216.0 11.5 116.6 91.2 ND J
281 BW 5/8/18 Lot 13 Southeast CT 04-14 220.0 10.6 116.9 92.3 ND G
282 BW 5/8/18 Lot 14 Northeast CT 04-14 221.5 10.3 115.3 91.0 ND G
283 BW 5/8/18 Lots 13/14 Split E CT 04-14 220.0 12.0 116.6 92.1 ND G
284 BW 5/8/18 Lot 14 East CT 04-14 221.0 11.3 118.5 92.7 ND J
285 BW 5/8/18 Lot 13 East CT 04-14 221.5 11.7 116.7 92.1 ND G
286 BW 5/8/18 Lot 13 Southeast CT 04-14 221.0 10.3 116.8 92.2 ND G
287 BW 5/9/18 Lot 14 Northeast CT 04-14 222.0 10.7 122.0 92.4 ND C
288 BW 5/9/18 Lots ±13/14 Split CT 04-14 222.0 9.6 124.3 94.1 ND C
289 BW 5/9/18 Lot 13 Southeast CT 04-14 222.0 10.9 122.0 92.4 ND C
290 BW 5/9/18 Lot 13 East CT 04-14 223.0 10.1 118.6 92.8 ND J
291 BW 5/9/18 Lot 14 Northeast CT 04-14 223.0 9.0 121.9 92.3 ND C
292 BW 5/9/18 Lot 13 East CT 04-14 223.0 10.7 126.1 95.5 ND C
293 BW 5/9/18 Lot 11 South CT 04-14 215.0 10.2 118.2 92.5 ND J
294 BW 5/9/18 Lot 11 Northeast CT 04-14 216.0 11.2 123.3 93.4 ND C
295 BW 5/9/18 Lots 11/12 Split CT 04-14 216.0 11.4 117.6 92.0 ND J
296 BW 5/9/18 Lot 11 East CT 04-14 217.0 12.2 118.1 92.4 ND J
297 BW 5/9/18 Lot 12 East CT 04-14 217.0 10.5 121.7 95.2 ND J
298 BW 5/10/18 Lots 13/14 Split E CT 04-14 224.0 11.7 121.1 91.7 ND C
299*BW 5/10/18 Lot 13 East CT 04-14 224.0 11.7 116.8 88.4 ND C
299A BW 5/10/18 Lot 13 East CT 04-14 224.0 11.9 121.3 91.8 ND C
300 BW 5/10/18 Lot 14 North CT 04-14 224.0 9.9 126.0 95.4 ND C
301 BW 5/10/18 Lot 12 East CT 04-14 218.0 13.8 118.5 92.7 ND J
302 BW 5/10/18 Lot 13 Southeast CT 04-14 221.5 12.7 115.3 90.2 ND J
303 BW 5/10/18 Lot 12 East CT 04-14 219.0 11.3 115.4 90.3 ND J
304 BW 5/10/18 Lot 12 East CT 04-14 220.0 12.2 115.6 90.4 ND J
305 BW 5/10/18 Lot 13 East CT 04-14 224.0 10.3 116.7 91.3 ND J
306 BW 5/10/18 Lot 14 East CT 04-14 224.0 11.3 119.8 93.7 ND J
307 BW 5/11/18 Lot 14 East CT 04-14 225.5 11.2 116.7 93.7 ND B
308 BW 5/11/18 Lot 13 East CT 04-14 225.0 11.3 115.5 92.7 ND B
309 BW 6/25/18 Lot 2 CT 04-14 247.0 12.2 112.1 92.2 ND L
309*BW 5/11/18 Lot 13 East CT 04-14 226.0 11.5 111.0 89.0 ND E
309A BW 5/11/18 Lot 13 East CT 04-14 226.0 11.8 117.1 93.9 ND E
310 BW 5/11/18 Lot 14 East CT 04-14 226.5 12.7 116.2 93.1 ND E
311 BW 5/16/18 Lot 7 Upper CT 04-14 FG 9.1 124.8 94.5 ND C
312 BW 5/16/18 Lot 8 Upper CT 04-14 FG 9.9 129.0 97.7 ND C
313 BW 5/16/18 Lot 9 Upper CT 04-14 FG 11.3 123.5 93.5 ND C
314 BW 5/16/18 Lot 10 Upper CT 04-14 FG 12.0 115.9 90.6 ND J
315 BW 5/17/18 Lot 11 Upper CT 04-14 FG 10.5 123.0 96.3 ND J
316 BW 5/17/18 Lot 12 Upper CT 04-14 FG 12.9 116.2 93.1 ND E
317 BW 5/17/18 Slope N/O Lot 10 between Wall CT 04-14 205.0 10.9 119.9 90.8 ND C
318 BW 5/21/18 Lot 13 CT 04-14 226.0 11.5 113.3 90.8 ND E
319 BW 5/21/18 Lot 14 CT 04-14 227.0 11.7 114.6 91.9 ND E
320 BW 5/21/18 Lot 14 CT 04-14 227.0 10.5 115.3 90.2 ND J
321 BW 5/22/18 Lot 14 CT 04-14 228.0 9.2 125.5 95.0 ND C
321'BW 5/23/18 Lot 14 Upper CT 04-14 FG 9.8 126.0 95.4 ND C
322 BW 5/22/18 Lot 14 CT 04-14 228.0 11.2 118.7 92.9 ND J
322'BW 5/23/18 Lot 13 Upper CT 04-14 FG 10.0 124.5 94.3 ND C
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 18
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
323 BW 5/22/18 Lot 13 CT 04-14 229.0 9.5 126.1 95.5 ND C
323'BW 5/24/18 Lot 2 East CT 04-14 241.0 8.8 127.2 96.3 ND C
324 BW 5/22/18 Lot 14 CT 04-14 229.0 8.9 119.2 90.3 ND C
324'BW 5/24/18 Lot 1 East CT 04-14 242.0 9.7 126.1 95.5 ND C
325 BW 5/22/18 Lot 13 CT 04-14 229.5 9.6 122.3 92.6 ND C
325'BW 5/24/18 Lot 1 North CT 04-14 241.0 9.1 120.6 91.5 ND C
326 BW 5/22/18 Lot 14 CT 04-14 230.5 9.4 123.1 93.2 ND C
327 Test Number Not Used
328 RW 6/11/18 Wall at North Side of Entry CT 04-14 244.5 10.5 126.1 95.5 ND C
329 RW 6/11/18 Wall at North Side of Entry CT 04-14 251.0 9.1 118.8 90.0 ND C
330 RW 6/11/18 Wall at North Side of Entry CT 04-14 252.0 11.6 114.0 91.5 ND B
331 RW 6/11/18 Wall at North Side of Entry CT 04-14 253.0 11.5 112.9 90.6 ND B
332 RW 6/11/18 Wall at North Side of Entry CT 04-14 251.0 11.7 113.0 90.7 ND B
333*RW 6/12/18 Wall at North Side of Entry CT 04-14 253.0 12.7 110.3 86.3 ND J
333A RW 6/12/18 Wall at North Side of Entry CT 04-14 253.0 12.5 117.2 91.7 ND J
334 RW 6/12/18 Wall at North Side of Entry CT 04-14 254.0 12.0 124.2 94.1 ND C
335 RW 6/12/18 Wall at North Side of Entry CT 04-14 252.5 11.0 117.5 91.9 ND J
336 RW 6/12/18 Wall at North Side of Entry CT 04-14 252.0 11.0 116.4 91.1 ND J
337*RW 6/12/18 Wall at North Side of Entry CT 04-14 255.0 11.6 109.5 88.0 ND B
337A RW 6/12/18 Wall at North Side of Entry CT 04-14 255.0 11.4 113.8 91.4 ND B
338 RW 6/15/18 Wall N of Lot 14 CT 04-14 209.0 11.0 123.0 93.1 ND C
339 RW 6/15/18 Wall N of Lot 14 CT 04-14 212.5 12.0 118.7 92.8 ND J
340 RW 6/15/18 Wall N of Lot 14 CT 04-14 211.5 13.1 114.9 92.2 ND B
341 RW 6/15/18 Lower Wall Adj. Lot 14 CT 04-14 212.0 12.2 119.3 93.3 ND J
342 RW 6/15/18 Wall N/o Lot 14 CT 04-14 212.0 10.9 120.2 94.0 ND J
343 RW 6/15/18 Lower Wall Adj. Lot 14 CT 04-14 214.0 12.2 115.2 90.1 AD J
345 RW 6/18/18 Walls N/o Lot 14 CT 04-14 216.0 10.5 120.6 94.3 ND J
346 RW 6/18/18 Walls N/o Lot 14 CT 04-14 215.0 10.8 114.8 91.1 ND A
347 RW 6/18/18 Upper Wall Between Lots 10-11 CT 04-14 208.0 11.2 120.7 94.4 ND J
348 RW 6/19/18 Upper Wall Between Lots 10-11 CT 04-14 208.0 10.5 119.3 93.3 ND J
349 RW 6/19/18 Upper Wall Between Lots 10-11 CT 04-14 209.0 10.9 124.7 94.4 ND C
350 RW 6/20/18 Upper Wall Between Lots 10-11 CT 04-14 210.0 11.7 119.0 93.1 ND J
351 RW 6/20/18 Upper Wall Between Lots 10-11 CT 04-14 211.0 11.0 113.0 93.0 ND L
352 RW 6/20/18 Upper Wall Between Lots 10-11 CT 04-14 211.5 10.9 120.0 93.9 ND J
353 RW 6/21/18 Upper Wall Between Lots 10-11 CT 04-14 212.0 10.9 121.5 92.0 ND C
354 BW 6/21/18 Lot 1 CT 04-14 243.0 10.1 116.4 92.3 ND A
355 BW 6/21/18 Lot 2 CT 04-14 242.0 11.2 116.5 92.4 ND A
356 BW 6/21/18 Lots 1-2 CT 04-14 242.0 10.6 119.2 94.6 ND A
357 BW 6/21/18 Lot 2 CT 04-14 243.0 10.5 112.8 92.8 ND L
358 BW 6/21/18 Lot 1 CT 04-14 244.0 10.6 117.3 96.5 ND L
359 BW 6/21/18 Lot 1 CT 04-14 245.0 10.4 114.7 94.4 ND L
360 BW 6/21/18 Lot 2 CT 04-14 244.0 12.1 112.3 92.4 ND L
361 BW 6/21/18 Lot 1 CT 04-14 245.0 14.6 112.2 92.3 ND L
362 BW 6/22/18 Lot 1 CT 04-14 246.0 13.4 112.0 92.2 ND L
363 BW 6/22/18 Lot 2 CT 04-14 245.0 12.2 110.8 91.1 ND L
364*BW 6/22/18 Lots 1, 2 CT 04-14 245.0 12.8 104.0 85.5 ND L
364A BW 6/22/18 Lots 1, 2 CT 04-14 245.0 11.9 111.8 92.0 ND L
365*BW 6/22/18 Lot 2 CT 04-14 246.0 12.6 107.9 88.8 ND L
365A BW 6/22/18 Lot 2 CT 04-14 246.0 12.2 114.2 93.9 ND L
366 BW 6/22/18 Lot 1 CT 04-14 242.0 11.1 113.3 93.2 ND L
367 BW 6/22/18 Lot 1 CT 04-14 247.0 11.0 110.0 90.5 ND L
368 BW 6/22/18 Lot 1 CT 04-14 243.0 10.6 115.8 95.3 ND L
370 BW 6/25/18 Lot 1 CT 04-14 247.0 12.2 117.0 91.5 ND J
371 RW 6/29/18 Upper Wall Between 8-9 (Lot 8)CT 04-14 206.0 13.5 115.4 90.3 ND J
372 RW 6/29/18 Upper Wall Between 8-9 (Lot 9)CT 04-14 206.0 11.1 120.4 94.2 ND J
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 19
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
373 RW 6/29/18 Upper Wall Between 8-9 (Lot 8)CT 04-14 208.0 10.5 121.1 94.7 ND J
374 RW 6/29/18 Upper Wall Between 8-9 (Lot 9)CT 04-14 208.0 10.4 120.0 93.8 ND J
375 RW 6/29/18 Upper Wall Between 8-9 (Lot 8)CT 04-14 209.0 10.7 119.3 93.3 ND J
376 RW 6/29/18 Upper Wall Between 8-9 (Lot 8)CT 04-14 210.0 11.6 120.5 94.2 ND J
377 RW 6/29/18 Upper Wall Between 8-9 (Lot 9)CT 04-14 210.0 11.9 121.2 94.7 ND J
378 RW 7/2/18 Lower Wall 8/9 CT 04-14 196.0 11.5 116.0 90.8 ND J
379 RW 7/2/18 Lower Wall 8/9 CT 04-14 197.0 12.4 117.4 91.9 ND J
380 RW 7/2/18 Lower Wall 8/9 CT 04-14 198.0 10.7 116.8 91.4 ND J
381 RW 7/2/18 Lower Wall 8/9 CT 04-14 200.0 11.5 115.8 90.6 ND J
382 RW 7/2/18 Lower Wall 10/11 CT 04-14 198.0 10.3 118.3 92.6 ND J
383 RW 7/2/18 Lower Wall 10/11 CT 04-14 198.0 10.9 117.1 91.6 ND J
384 RW 7/3/18 Lower Wall 10/11 CT 04-14 199.0 10.6 115.9 90.7 ND J
385 RW 7/3/18 Lower Wall 10/11 CT 04-14 200.0 11.1 116.6 91.2 ND J
386 RW 7/3/18 Lower Wall 10/11 CT 04-14 200.0 10.3 115.5 90.4 ND J
387 RW 7/6/18 Upper Column Lot 10 North CT 04-14 214.5 10.2 117.9 92.3 ND J
388 RW 7/6/18 Upper Column Lot 11 South CT 04-14 214.5 11.1 117.5 91.9 ND J
389 RW 7/16/18 North Side Lot 15 CT 04-14 231.5 12.9 116.0 90.7 ND J
390 RW 7/16/18 North Side Lot 15 CT 04-14 232.0 12.2 119.1 93.1 ND J
391 RW 7/16/18 North Side Lot 15 CT 04-14 233.5 11.1 119.9 93.8 ND J
392 RW 7/16/18 North Side Lot 15 CT 04-14 234.0 10.8 123.1 93.2 ND C
393 RW 7/16/18 North Side Lot 15 CT 04-14 235.0 11.1 120.1 91.4 ND O
394 RW 7/16/18 North Side Lot 15 CT 04-14 236.0 12.0 121.5 95.0 ND J
395 RW 7/19/18 North Side Lot 15 CT 04-14 234.0 10.1 120.7 91.4 ND C
396*RW 7/19/18 North Side Lot 15 CT 04-14 237.5 10.1 116.0 87.8 ND C
396A RW 7/19/18 North Side Lot 15 CT 04-14 237.5 10.8 119.3 90.3 ND C
397 RW 7/19/18 South Side Lot 15 CT 04-14 223.5 12.0 116.2 90.9 ND J
398 RW 7/19/18 South Side Lot 15 CT 04-14 226.5 13.1 110.0 90.5 ND L
399 RW 7/19/18 South Side Lot 15 CT 04-14 225.5 10.5 118.6 91.6 ND M
400 RW 7/19/18 South Side Lot 15 CT 04-14 227.0 11.6 117.8 91.0 ND M
401 RW 7/19/18 South Side Lot 15 CT 04-14 228.0 11.1 123.9 95.7 ND M
402 RW 7/18/18 South Side Lot 15 CT 04-14 223.5 12.5 119.3 92.2 ND M
403 RW 7/18/18 South Side Lot 15 CT 04-14 224.0 12.1 119.2 92.1 ND M
404 RW 7/18/18 South Side Lot 15 CT 04-14 225.5 12.3 118.7 91.7 ND M
405 RW 7/18/18 South Side Lot 15 CT 04-14 226.5 11.4 118.3 91.4 ND M
406 RW 7/18/18 North Side Lot 15 CT 04-14 234.0 11.5 119.7 93.6 ND J
407 RW 7/18/18 North Side Lot 15 CT 04-14 286.0 10.9 120.3 94.1 ND J
408*RW 7/18/18 North Side Lot 15 CT 04-14 238.0 11.1 109.1 85.3 ND J
408A RW 7/18/18 North Side Lot 15 CT 04-14 288.0 10.7 117.9 92.2 ND J
409 RW 7/19/18 South East Lot 15 CT 04-14 223.0 10.5 120.0 92.7 ND M
410 RW 7/19/18 South East Lot 15 CT 04-14 223.5 10.6 111.9 92.1 ND L
411 RW 7/19/18 South East Lot 15 CT 04-14 224.0 11.1 119.1 93.1 ND J
412 RW 7/20/18 South East Corner Lot 15 CT 04-14 226.0 10.2 119.3 90.3 ND C
413 RW 7/20/18 South East Corner Lot 15 CT 04-14 226.5 8.4 124.0 93.9 ND C
414 RW 7/20/18 South East Corner Lot 15 CT 04-14 227.5 11.0 116.0 90.8 ND J
415 RW 7/20/18 North Side Lot 1 CT 04-14 238.0 13.9 119.0 93.1 ND J
416 RW 7/20/18 North Side Lot 1 CT 04-14 240.0 13.0 117.8 92.1 ND J
417 RW 7/20/18 North Side Lot 1 CT 04-14 242.0 11.0 118.0 91.2 ND M
418 RW 7/20/18 North Side Lot 1 CT 04-14 244.0 10.7 118.7 91.7 ND M
419 RW 7/20/18 North Side Lot 1 CT 04-14 246.0 9.9 120.3 92.9 ND M
420*RW 7/20/18 South Side Lot 15 CT 04-14 229.0 10.6 111.3 87.0 ND J
420A RW 7/20/18 South Side Lot 15 CT 04-14 229.0 12.5 116.5 91.1 ND J
421 RW 7/20/18 North Side Lot 15 CT 04-14 236.0 9.9 123.5 95.4 ND M
422 RW 7/20/18 North Side Bldg #1 CT 04-14 248.0 12.6 120.6 93.2 ND M
423 RW 7/20/18 Lower Wall Btwn 13-14 CT 04-14 210.0 11.9 119.2 92.1 ND M
424 RW 7/20/18 Lower Wall Btwn 13-14 CT 04-14 211.0 12.0 120.8 93.3 ND M
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 20
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
425 RW 7/20/18 Lower Wall Btwn 13-14 CT 04-14 212.0 10.6 118.9 91.8 ND M
426 RW 7/24/18 Bldg 12/13 CT 04-14 212.5 10.7 112.5 90.5 ND D
427 RW 7/24/18 Bldg 12/13 CT 04-14 214.0 10.3 112.1 90.2 ND D
428 RW 7/24/18 Bldg 12/13 CT 04-14 216.0 11.0 113.2 91.1 ND D
429 RW 7/24/18 Bldg 12/13 CT 04-14 218.0 10.5 111.9 90.0 ND D
430 RW 7/24/18 Bldg 12/13 CT 04-14 218.0 11.0 112.6 90.6 ND D
431 RW 7/25/18 Northside Bldg #1 CT 04-14 250.0 12.5 119.2 95.9 ND D
432 RW 7/25/18 Northside Bldg #2 CT 04-14 250.0 12.1 118.9 95.7 ND D
433 RW 7/26/18 Lot 3 Wall NE Side CT 04-14 229.0 11.2 113.2 90.9 ND B
434 RW 7/26/18 Lot 3 Wall North Side CT 04-14 231.0 10.6 112.4 90.3 ND B
435 RW 7/26/18 Lot 3 Wall North Side CT 04-14 233.0 12.2 112.9 90.7 ND B
436 RW 7/26/18 Lot 3 Wall North Side CT 04-14 235.0 11.8 112.6 90.4 ND B
437 RW 7/27/18 Lot 3 Wall North Side CT 04-14 236.0 12.1 112.7 90.5 ND B
438 RW 7/27/18 Lot 3 Wall North Side CT 04-14 236.0 11.8 114.3 91.8 ND B
439 RW 7/27/18 Lot 3 Wall North Side CT 04-14 238.0 13.0 113.0 90.8 ND B
440 RW 7/27/18 Lot 3 Wall E. Side CT 04-14 232.0 12.5 116.0 93.2 ND B
441 RW 7/27/18 Lower Wall Lot 12 CT 04-14 200.0 11.4 114.2 90.6 ND A
442 RW 7/27/18 Lower Wall Lot 12 CT 04-14 200.0 12.0 113.9 90.4 ND A
443 RW 7/27/18 S. Stair Wall Lot 3 CT 04-14 226.5 10.9 115.6 92.9 ND B
444 RW 7/27/18 N. Stair Wall Lot 3 CT 04-14 228.0 11.2 113.2 90.9 ND B
445 RW 7/27/18 N. Stair Wall Lot 3 CT 04-14 226.0 10.6 112.5 90.4 ND B
446 RW 7/30/18 Lower Wall Lot 12 CT 04-14 203.0 10.2 119.4 92.3 ND M
447 RW 7/30/18 Lower Wall Lot 12 CT 04-14 205.0 10.3 118.8 91.8 ND M
448 RW 7/30/18 Lot 3 East Side CT 04-14 230.0 11.0 112.4 90.3 ND B
449 RW 7/30/18 Lot 3 East Side CT 04-14 232.0 10.6 112.0 90.0 ND B
450 RW 7/30/18 Lower Wall Lot 12 CT 04-14 207.0 10.7 112.5 90.4 ND B
451 RW 7/30/18 Lot 3 East Side CT 04-14 234.0 10.8 113.5 91.2 ND B
452 RW 7/30/18 Lot 3 East Side CT 04-14 234.0 11.2 112.7 90.5 ND B
453 RW 7/31/18 Adj Stairwell Lot 2/3 CT 04-14 224.0 9.1 118.2 91.3 ND M
454 RW 7/31/18 Adj. Stairwell Lot 2/3 CT 04-14 226.0 8.5 119.1 92.0 ND M
455 RW 7/31/18 Wall East Lot 3 CT 04-14 235.0 8.8 117.4 90.7 ND M
456 RW 7/31/18 Wall East Lot 3 CT 04-14 237.0 9.3 118.0 91.2 ND M
457 RW 8/7/18 Wall Lot 4 CT 04-14 230.0 11.0 115.2 90.1 ND J
458 RW 8/7/18 Wall lot 4/5 CT 04-14 232.0 10.8 117.4 91.9 ND J
459 RW 8/7/18 Wall Lot 4/5 CT 04-14 234.0 11.2 116.5 91.2 ND J
460 RW 8/7/18 Wall Lot 4/5 Stairs CT 04-14 231.0 10.6 115.4 90.3 ND J
461 RW 8/7/18 Wall Lot 5 CT 04-14 231.0 11.0 116.0 90.8 ND J
462 RW 8/8/18 East Side Lot 5 CT 04-14 231.0 10.2 113.5 90.1 ND A
463 RW 8/8/18 East Side Lot 6 CT 04-14 232.0 9.9 114.0 90.5 ND A
464 RW 8/8/18 East Side Lot 5/6 CT 04-14 232.0 10.5 113.6 90.2 ND A
465 RW 8/8/18 East Side Lot 5/6 CT 04-14 233.0 11.0 114.3 90.7 ND A
466 RW 8/9/18 Lot 4/5 Stairwell CT 04-14 235.0 9.8 113.7 90.2 ND A
467 RW 8/9/18 East Side Lot 5 CT 04-14 234.0 11.0 115.0 91.3 ND A
468 RW 8/9/18 East Side Lot 5/6 CT 04-14 235.0 10.4 113.8 90.3 ND A
469 RW 8/9/18 East Side Lot 6 CT 04-14 234.0 10.3 113.4 90.0 ND A
470 RW 8/10/18 Lot 6 CT 04-14 235.0 10.0 114.2 90.6 ND A
471 RW 8/10/18 Lot 5 CT 04-14 236.0 9.9 116.1 92.1 ND A
472 RW 8/10/18 Lot 4 CT 04-14 236.5 9.8 115.3 91.5 ND A
473 RW 8/10/18 Lot 3 CT 04-14 236.0 11.2 116.0 92.1 ND A
474 RW 8/13/18 Lot 3 CT 04-14 238.0 10.6 115.1 91.3 ND A
475 RW 8/13/18 Lot 3 CT 04-14 238.0 10.1 115.4 91.5 ND A
476 RW 8/13/18 Lot 4 CT 04-14 238.0 9.8 114.6 91.0 ND A
477 RW 8/13/18 Lot 4 CT 04-14 238.0 9.7 115.7 91.8 ND A
478 RW 8/13/18 Lot 3 CT 04-14 240.0 10.3 116.5 92.5 ND A
479 RW 8/13/18 Lot 3 CT 04-14 240.0 11.1 115.2 91.5 ND A
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 21
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
480 RW 8/13/18 SE of Lot 2/North of Lot 3 CT 04-14 238.0 10.7 114.9 91.2 ND A
481 RW 8/13/18 SE of Lot 2/North of Lot 3 CT 04-14 238.0 10.1 116.2 92.2 ND A
482 RW 8/13/18 SE of Lot 2/North of Lot 3 CT 04-14 240.0 9.8 115.3 91.5 ND A
483 RW 8/13/18 SE of Lot 2/North of Lot 3 CT 04-14 242.0 10.4 115.9 92.0 ND A
484 RW 8/13/18 SE Corner Lot 2 CT 04-14 244.0 10.6 116.5 92.5 ND A
485 RW 8/13/18 SE Corner Lot 2 CT 04-14 246.0 11.2 114.1 90.6 ND A
486 RW 8/14/18 Wall Lot 7 CT 04-14 214.0 9.8 114.8 91.1 ND A
487 RW 8/14/18 Wall Lot 7 CT 04-14 210.0 10.0 113.9 90.4 ND A
488 RW 8/14/18 Wall Lot 7 CT 04-14 214.0 9.8 115.2 91.4 ND A
489 RW 8/14/18 Wall Lot 7 CT 04-14 217.0 10.4 115.0 91.3 ND A
490 RW 8/15/18 Lot 7 CT 04-14 196.0 11.4 113.6 90.2 ND A
491 RW 8/15/18 Lot 7 CT 04-14 198.0 10.6 113.4 90.0 ND A
492 RW 8/15/18 Lot 7 CT 04-14 200.0 10.5 114.2 90.6 ND A
493 RW 8/15/18 Lot 7 CT 04-14 200.0 11.0 115.9 92.0 ND A
494 RW 8/16/18 Lot 7 CT 04-14 216.0 10.5 118.1 93.3 ND G
495 RW 8/16/18 Lot 7 Slope CT 04-14 214.0 11.2 116.5 92.0 ND G
496 RW 8/16/18 Lot 7 Slope CT 04-14 212.0 10.9 117.5 92.8 ND G
497 RW 8/16/18 Lot 7 CT 04-14 217.0 10.7 116.6 92.1 ND G
498 RW 8/20/18 Lot 1 CT 04-14 246.0 9.2 119.6 92.4 ND M
499 RW 8/20/18 Lot 1 CT 04-14 248.0 11.1 118.5 91.6 ND M
500 RW 8/20/18 Lot 1 CT 04-14 250.0 10.6 119.9 92.7 ND M
501 RW 8/20/18 South Lot 1 CT 04-14 246.0 10.4 120.6 93.2 ND M
502 RW 8/20/18 South Lot 1 CT 04-14 248.0 10.7 121.6 94.0 ND M
503 RW 8/20/18 South Lot 1 CT 04-14 248.0 10.5 119.8 92.6 ND M
Test Numbers 504-508 Not Used
509 RW 8/22/18 Driveway Lot 1 CT 04-14 248.0 10.6 116.8 91.4 ND J
510 RW 8/22/18 Driveway Lot 2 CT 04-14 247.5 11.2 115.9 90.7 ND J
511 RW 8/22/18 Lot 13 Lower CT 04-14 207.0 10.9 112.2 90.1 ND B
512 RW 8/23/18 Lot 2 CT 04-14 248.0 10.2 114.2 90.2 ND G
513 RW 8/23/18 Lot 1 CT 04-14 248.0 11.4 114.7 90.6 ND G
514 RW 8/23/18 Lot 3 Stairwell CT 04-14 205.0 10.6 113.3 91.0 ND B
515 RW 8/23/18 Lot 13 Slope CT 04-14 211.0 12.4 112.9 90.7 ND B
516 RW 8/23/18 Lots 1, 2 CT 04-14 249.0 12.2 115.0 90.8 ND G
517 RW 8/28/18 Lot 1 CT 04-14 250.0 8.5 124.7 94.5 ND C
518 RW 8/28/18 Lot 1 CT 04-14 252.0 9.0 121.2 91.8 ND C
519 RW 8/28/18 Lot 2 CT 04-14 249.0 8.9 121.9 92.3 ND C
520 RW 8/28/18 Lot 2 CT 04-14 251.0 9.4 120.4 91.2 ND C
521 RW 8/28/18 Lot 1 CT 04-14 254.0 8.8 123.6 93.6 ND C
522 RW 8/30/18 Wall East Side Lot 7 CT 04-14 210.0 11.0 113.7 90.2 ND A
523 RW 8/30/18 Wall East Side Lot 7 CT 04-14 212.0 10.9 114.5 90.9 ND A
524 RW 8/30/18 Wall East Side Lot 7 CT 04-14 213.0 11.0 114.5 90.9 ND A
525 RW 8/30/18 Wall East Side Lot 7 CT 04-14 213.0 11.0 114.2 90.6 ND A
526 RW 8/31/18 Wall East Side Lot 7 CT 04-14 210.0 9.6 113.5 91.3 ND D
527 RW 8/31/18 Wall East Side Lot 7 CT 04-14 212.0 9.9 112.2 90.3 ND D
528 RW 8/31/18 Wall East Side Lot 7 CT 04-14 214.0 9.7 112.5 90.5 ND D
529 RW 9/19/18 Lot 3 CT 04-14 -4.0 10.8 113.6 90.4 ND H
530 RW 9/19/18 Lot 3 CT 04-14 -2.0 10.5 114.2 90.9 ND H
531 RW 9/19/18 Lot 2/3 CT 04-14 TOW 11.4 113.8 91.3 ND E
532 RW 9/19/18 Lot 2/3 CT 04-14 2.0 11.6 113.2 90.8 ND E
533 RW 9/21/18 Lot 3 CT 04-14 239.0 11.2 114.6 92.0 ND B
534 RW 9/21/18 Lot 3 CT 04-14 241.0 10.7 113.8 91.4 ND B
535 RW 9/21/18 Lot 4 CT 04-14 237.0 10.6 115.2 92.5 ND B
536 RW 9/21/18 Lot 4 CT 04-14 239.0 11.2 113.9 90.4 ND A
537 RW 9/21/18 Lot 4/5 CT 04-14 232.0 12.0 114.7 92.1 ND B
538 RW 9/24/18 S. Side Lot 6 CT 04-14 224.0 11.5 116.2 93.5 ND D
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 22
Table 1
FIELD DENSITY TEST RESULTS
TEST UTILITY DATE TEST LOCATION TRACT ELEV MOISTURE DRY REL TEST SOIL
NO.TYPE OR CONTENT DENSITY COMP METHOD TYPE
DEPTH (ft)(%)(pcf)(%)
539 RW 9/24/18 S. Side Lot 6 CT 04-14 226.0 12.1 123.3 95.3 ND M
540 RW 9/24/18 Lot 6 CT 04-14 238.0 11.0 114.5 91.1 ND H
541 RW 9/24/18 Lot 5 CT 04-14 239.0 10.7 113.8 90.5 ND H
542 RW 9/24/18 Lot 6 SW Slope CT 04-14 220.0 10.6 115.0 92.5 ND D
543 RW 9/25/18 Lot 4/5 CT 04-14 238.0 10.1 117.0 90.4 ND M
544 RW 9/25/18 Lot 4/5 CT 04-14 240.0 9.9 118.2 91.3 ND M
545 RW 9/25/18 Lot 5 CT 04-14 239.0 10.6 116.7 90.2 ND M
546 RW 9/25/18 Lot 6 CT 04-14 241.0 10.7 115.6 93.0 ND D
547 RW 9/25/18 Lot 6 CT 04-14 241.0 10.7 115.6 93.0 ND D
548 RW 9/25/18 Lot 6 CT 04-14 235.0 11.1 114.2 91.9 ND D
543 RW 10/15/18 Lot 6 Upper Side Yard CT 04-14 -4.0 10.7 117.0 94.0 ND B
544 RW 10/15/18 Lot 6 Mid Level CT 04-14 -2.0 11.2 113.6 91.2 ND B
545 RW 10/15/18 Lot 6 Mid Level CT 04-14 FG 10.8 114.4 91.9 ND B
546 RW 10/29/18 Mid lvl Lot 4/5 CT 04-14 -3.0 9.5 113.5 91.3 ND D
547 RW 10/29/18 Mid lvl Lot 4/5 CT 04-14 -1.0 9.9 114.2 91.9 ND D
548 RW 10/29/18 Planter N side Stair 5 CT 04-14 -4.0 10.2 115.1 92.6 ND D
549 RW 10/29/18 Planter N side Stair 5 CT 04-14 -2.0 9.7 113.0 90.9 ND D
550 RW 11/5/18 Lot Line Wall 3/4 CT 04-14 -2.0 9.5 113.5 91.3 ND D
551 RW 11/5/18 Lot Line Wall 3/5 CT 04-14 FG 9.9 114.2 91.9 ND D
LEGEND:
' =Repeated Test Number HC =House Connection
* =Failed Test JT =Joint Trench
A =Retest MH =Man Hole
AB =Aggregate Base ND =Nuclear Densometer
AC =Asphaltic Concrete R&R =Remove & Recompact
B =Base RW =Retaining Wall
BG =Base Grade SC =Sand Cone
BW = Building Wall SD =Storm Drain
CBVD =Carlsbad Village Drive SG =Subgrade
CDS =Cul-de-Sac SHC =Sewer House Connection
DW =Driveway SL =Sewer Lateral
FG =Finish Grade SM =Sewer Main
G =Gas SVC =Service
Donna Drive, LLC
Trails End, CT 04-14, Carlsbad
File: C:\excel\tables\6600\6635bdef.cro GeoSoils, Inc.
W.O. 6635-B/D/E/F-SC
April, 2020
Page 23
GeoSoils, Inc.Donna Drive, LLC Table 2
File:e:\wp12\6600\6635.bdef.cro Page 1
TABLE 2 - LOT SUMMARY - AS-GRADED CONDITIONS
TRAILS END, LOTS 1-14
LOT NO. EXPANSION
INDEX (E.I.)
EXPANSION
POTENTIAL
PLASTICITY
INDEX (PI)
SULFATE
EXPOSURE
APPROXIMATE AS-BUILT
FILL THICKNESS
(RANGE IN FEET)
1 <21 Very Low >15 S0 9 -10 (upper pad)
6 - 7 (lower pad)
2 <21 Very Low >15 S0 9 - 10 (upper pad)
4 ½ -6½ (lower pad)
3 <21 Very Low >15 S0 6 - 7 (upper pad)
5 - 6 (lower pad)
4 <21 Very Low >15 S0 5-6 (upper pad)
4-5½ (lower pad)
5 <21 Very Low >15 S0 4 - 5 (upper pad)
4 - 5 (lower pad)
6 <21 Very Low >15 S0 3 - 4 (upper pad)
4 - 5 (lower pad)
7*<21 Very Low >15 S0 17 - 18 (upper pad)
4 - 5 (lower pad)
8*<21 Very Low >15 S0 18 - 19 (upper pad)
5 - 6 (lower pad)
9 <21 Very Low >15 S0 18 - 20 (upper pad)
6 - 7 (lower pad)
10 <21 Very Low >15 S0 20 - 21 (upper pad)
8 - 9 (lower pad)
11 <21 Very Low >15 S0 20 - 21 (upper pad)
7 - 8 (lower pad)
12 <21 Very Low >15 S0 20 - 21 (upper pad)
7 -8 (lower pad)
13 <21 Very Low >15 S0 24 - 25 (upper pad)
14 - 15 (lower pad)
14 <21 Very Low >15 S0 26 - 27 (upper pad)
13 - 14 (lower pad)
* Minimum relative compaction increased to at least 93% for the mitigation of differential fill thickness.
GeoSoils, Inc.
APPENDIX
REFERENCES
GeoSoils, Inc.
APPENDIX
REFERENCES
ABI Engineering Consultants, Inc., 2017a, Response to plan review comments from City
of Fullerton (sic), Keystone retaining wall plan, Trails End development, Carlsbad,
Ca., Project No. 17201, Dated November 16.
_____, 2017b, Keystone retaining wall plans for: Trails End development, CT 04-14, Sheet
8, ABI Project No. 17201, Print dated November 16.
_____, 2017c, Keystone retaining wall plans for: Trails End development, CT 04-14, Sheet
KW1, Job No. 17201, dated September 25.
American Concrete Institute, 2014, Building code requirements for structural concrete
(ACI 318-14), and commentary (ACI 318R-14): reported by ACI Committee 318;
dated September.
California Building Standards Commission, 2013, California Building Code, California Code
of Regulations, Title 24, Part 2, Volume 2 of 2, Based on the 2012 International
Building Code, 2013 California Historical Building Code, Title 24, Part 8; 2013
California Existing Building Code, Title 24, Part 10.
GeoSoils, Inc., 2019, Review of interlocking paver design for planned access road, Trails
End development, CT 04-14, northwest corner of the Donna Drive and Carlsbad
Village Drive intersection, Carlsbad, San Diego County, California, W.O. 6635-E-SC,
dated September 19.
_____, 2018a, Comparison of Flexible and Rigid Pavements, Trails Lane (Private Portion),
Trails End Development, CT 04-14, Northwest Corner of the Donna Drive and
Carlsbad Village Drive Intersection, Carlsbad, San Diego County, California, W.O.
6635-E-SC, dated November 7.
_____, 2018b, Review of pavement design, Trails Lane (private portion), Trails End
development, CT 04-14, northwest corner of the Donna Drive and Carlsbad Village
Drive Intersection, Carlsbad, San Diego County, California, W.O. 6635-E-SC, dated
November 1, 2018.
_____, 2018c, Review of pavement design, Donna Drive frontage, Trails End development,
CT 04-14, northwest corner of the Donna Drive and Carlsbad Village Drive
intersection, Carlsbad, San Diego County, California, W.O. 6635-E-SC, dated
October 23.
_____, 2018d, Review of retaining wall drainage, Trails End development, CT 04-14,
northwest corner of the Donna Drive and Carlsbad Village Drive intersection,
Carlsbad, San Diego County, California, W.O. 6635-F-SC, dated October 24.
_____, 2018e, Review of pavement design, Trails Lane (private), Trails End development,
GeoSoils, Inc.Donna Drive, LLC Appendix
File:e:\wp12\6600\6635.bdef.cro Page 2
CT 04-14, northwest corner of the Donna Drive and Carlsbad Village Drive
intersection, Carlsbad, San Diego County, California, W.O. 6635-E-SC, dated
August 9.
_____, 2017a, Supplement to the addendum geotechnical review of mechanically
stabilized earth (mse) walls, Trails End development, CT 04-14, Carlsbad, California,
W.O. 6635-F-SC, Dated November 17.
_____, 2017b, Addendum to the geotechnical review of mechanically stabilized earth (mse)
walls, Trails End development, CT 04-14, Carlsbad, California, W.O. 6635-F-SC,
dated November 8.
_____, 2017c, Geotechnical review of mechanically stabilized earth (mse) walls, Trails End
development, CT 04-14, Carlsbad, California, W.O. 6635-F-SC, dated November 2.
_____, 2017d, Interim report of building pad grading, Trails End development, CT 04-14,
Carlsbad, California, W.O. 6635-B-SC, dated October 31.
_____, 2016a, Revised storm water infiltration rate evaluation, Trails End development,
Carlsbad, San Diego County, California, 6635-A1-SC, dated August 8.
_____, 2016b, Second Addendum Geotechnical Plan Review (Structural), Trails End
Development, Carlsbad, California, CT 04-14A., W.O. 6635-A-SC, Dated July 6.
_____, 2016c, Addendum geotechnical plan review (structural), Trails End development,
Carlsbad, California, CT 04-14A, W.O. 6635-A1-SC, dated June 21.
_____, 2016d, Storm water infiltration rate evaluation, Trails End development, Carlsbad,
San Diego County, California, W.O. 6636-A1-SC, dated June 21.
_____, 2016e, Geotechnical update and plan review, Trails End development, Carlsbad,
California, W.O. 6635-A1-SC, dated June 6.
_____, 2014, Geotechnical discussion and review, retaining wall drainage and permeable
pavement design/construction, proposed Trails End development, northwest corner
of the Donna Drive and Carlsbad Village Drive intersection, Carlsbad, San Diego
County, California, W.O. 6635-A-SC, Dated March 20.
_____, 2013, Geotechnical update evaluation, proposed Trails End development,
northwest corner of the Donna Drive and Carlsbad Village Drive intersection,
Carlsbad, San Diego County, California, W.O. 6635-A-SC, dated November 27.
_____, 2005, Geotechnical grading plan review, Trails End Development, northwest corner
of the intersection of Donna Drive and Carlsbad Village Drive, Carlsbad, San Diego
County, California, W.O. 3993-A1-SC, dated August 29.
GeoSoils, Inc.Donna Drive, LLC Appendix
File:e:\wp12\6600\6635.bdef.cro Page 3
_____, 2003, Preliminary geotechnical evaluation, Trails End Development, Northwest
corner of the intersection of Donna Drive and Carlsbad Village Drive, City of
Carlsbad, San Diego County, W.O. 3993-A-SC, dated December 15.
“Greenbook” Committee of Public Works standards, 2015, Standard Specifications for
Public Works Construction.
HTK Structural Engineers, 2014, Structural plans, notes, details: Trails End, Carlsbad, Ca.,
Job No. 14-303, Dated June 26 (revised).
Masson & Associates, Inc., 2017, Precise grading plans for: Trails End development, CT
04-14, 5 Sheets, DWG No. 481-1A, Job No. 13136, dated June 28 (City Approval
date).
ALL LOCATIONS ARE APPROXIMATE
This document or efile is not a part of the Construction
Documents and should not be relied upon as being an
accurate depiction of design.
X-41
X-139
X-63
X-45
X-77
X-1,A
X-53 X-140
X-76
X-58
X-78
X-64
X-146
X-50
X-3
X-44
X-145
X-11X-54
X-75
X-52
X-61
X-48
X-57
X-49
X-144
X-47
X-35
X-62
X-51
X-34
X-68
X-59
X-83
X-60
X-14
X-67 X-127
X-7X-125,A
X-23
X-72
X-33
X-15
X-12
X-40
X-16
X-43
X-56
X-5
X-74
X-65
X-71
X-31
X-141
X-42
X-142
X-38
X-30
X-69
X-50
X-46
X-17
X-24
X-36
X-18 X-20
X-25
X-37
X-21
X-28
X-114
X-120
X-39
X-115
X-118
X-137
X-133
X-32
X-124X-119
X-13 X-134
X-121
X-116
X-94
X-117
X-136 X-97
X-98
X-135
X-130
X-129X-131
X-128
X-122
X-113
X-123
X-112
X-132
X-89
X-90
X-99X-91 X-102
X-100 X-101X-92 X-93
X-103
X-104
X-105
X-6
X-2
X-126
X-9
X-10
X-22
X-27
X-26
X-8
X-4
X-143X-80
X-85
X-107
X-29
X-96
X-95
X-138
X-147X-109
X-111
X-148X-110X-108
X-149
X-150
X-106
X-84
X-81 X-86
X-82
X-23
X-88
X-55
X-70 X-73 X-79
X-87
X-151
X-153
X-154
X-152
X-155,AX-156,A
X-158
X-159
X-160X-164 X-163,A X-161
X-162
X-165 X-167
X-166
X-168
X-169
X-170
X-171
X-172
X-173
X-174,A
X-175,A
X-179,A
X-180
X-182,A
X-183,A
X-181,A
X-187
X-184
X-186
X-185,A
X-188,A
X-189
X-190
X-191
X-192
X-195
X-194
X-193
X-198
X-196
X-197
X-199
X-201
X-202
X-203
X-204
X-205
X-206
X-207
X-208
X-210
X-222
X-232
X-233 X-235 X-234X-236
X-237,A
X-238
X-234
X-239,A X-240
X-242
X-243
X-245
X-246
X-247
X-249
X-248X-250
X-259
X-260
X-259X-262
X-265
X-272
X-273
X-274
X-275
X-276
X-277
X-278
X-279X-280
X-281
X-282
W.O.DATE:SCALE:6635-B-SC 1" = 20'
Plate 1
COMPACTION TEST
LOCATION MAP
04/20
187.0
187.0
203.0
204.0
220.0214.0
226.0
222.0
227.0
221.0
244.0
225.0
215.0
205.0
199.0
189.0
192.0
199.0
197.0
195.0 214.0
213.0
224.0
224.0
224.0
223.0
212.0
210.0
200.0
196.0
205.0
192.0
189.0
188.0
196.0
184.0
189.0188.0
190.0
Qop
Qop
GSI LEGEND
Afc
Qop
X-19 X-241
X-157
X-244
197.0
194.0
X-178
X-177
X-176
X-209
182.0
183.0
184.0
X-271
184.0
X-177'
X-178'
X-179'
X-176'
X-180'
213.0
212.0
X-231
X-230 X-223
X-224
X-225
X-227
X-228
X-226
X-229
X-249
X-284
X-248
X-250
X-283
X-267
X-266
X-264
X-260
X-268
X-261
X-214
X-215
X-269
X-216
X-212
X-213
X-270
X-221
X-251
X-252
X-253 X-254
X-255X-220
X-256
X-257
X-219
X-211
X-218
X-217
X-200
X-123
X-263
(ROUGH/ MASS GRADING)
Afc
Afc
Afc
Afc
Afc 184.0
X-282
Afc
Afc
Afc
Afc
Afc
Afc
X-274'
" " " "
PRIVA 1E DRAINAGE
DITCH AND
STORldDRAIN PIPE
(TYP)
"
BRO'IIIJITCH OETAIL 1
" "
3•~ PVC OUTLET PIPE @
25' O.C. AT BOTTOt.l OF
BROW DITCH (TYP.)
3"0 PVC OUllET PIPE Cl 25' 0.C. AT--..1<
BOTTOM OF BROW DITCH (TYP.) W/ RIP
RAP ENERGY DISSIPATOR,
3'W X 5'L X 12"T
NO. 3 BACKING OVER
FILTER FABRIC (TYP)
PER SDRSD D-40
EROSION AND SI.OPE PROlECTION
(PRIVAlELY MAINTAI~)
/
/
(TYP.)
1 • 1W
194.5 FS
PROPOSED 15'-=--..J
SEWER EASEMENT
/
2.5' DE
MAINTENANCE PATH
192.5 TW
188.5 FG
196.9 FG
NRAHM TA T
PER PR 15--
FOR STAIRS & WALLS
RIP-RAP ENERGY DISSl~A TO.,,,--~ a
5' x 5 'x 0.50' 2' CRUSHED
'
ROCK OVER FIL lER FABRIC
PER SDRSD D~4D
PROPOSED. PUBUC.~'""'c-"--
SEWER EASEMENT
SEE?SHEET 4
FOR BLOWUP
BIORElENTION AREA
"-"-186.1 FG
'--..Q100=4.9 C.F.s.~---.1,
"NO DUMPING1~0WS TO BAY. MARK INLETS wi 1H TflE WORDS
"-"-
PROPOSID BROW__/
DITCH (TYP)
12" HIGH SPLASH WALL
EX. DRAINAGE_/
EARTH SWALE
ENCROACHMENT AGREEMENT
PER PR 15 ___ FOR S.D. & PAVERS
RIM=192. 72 IE OUT=186.24
IE.IN=186.50
EXIST. MH f15
~ PA',1NG AROUND WATER METERS, AT 1HE FOUR LOCATIONS SHOWN,
SHALL MATCH ADJACENT SIDEWALK PAVING.
IE 184.81
CONNECT TO NEW
8"¢ Sil/8
"---45• PROPOSED
. SEWER EASEMENT
XIST. 12• PVC WATER
MAIN
195.3 FG N88'40'57"W
194.3 FL
~EXIST. 12' PUBLIC SEWER
,,; EASEMENT PER MAP 7682
RIP-RAP ENERGY DISSIPATOR
5' x 5 'x 1.B'T
N0.2 BACKING OVER
FILTER FABRIC
PER SORSD D-40
Lu ' ""
q:)B5
>< "" Lu bi
CONCRElE LINED
BROW DITO!
3• ATTRIUM
DRAIN
I
EXIST. 45' PUBLIC ACCESS
EASEMENT PER DOC.
71-249983 RECORDED
10-29-71 .
PROPOSED 15' ROW DEDICATION
PER CT 04-14A
49.4'
SECOND ,,!
FLOOR Ii c GARAGE
T
SECOND lil
r~~;M;;~l:~~PE
FLOOR ~ARAGE
SEE PLAN FOR ..==.:......J
CONNECTION ~(SEE PLAN VIEW)
POINT TYP. PLAN 1
2JO
STRffi
220.00 FS 220 ___ _
GARAGE _J
2%
FlRST FLOOR FF=2J0.20
220.50 FF
4" STORM DRAIN TO
PROTECT BASEMENT
WALJ.., SEE SHffi 2
FOR STORM
/
EXIST. 8" PVC
C-900 CL150
WATERMAIN
--------i
I
GARAGE ol Fl RST
1 FLOOR
GARAGE T FIRST f FLOOR
SE~ciN':~c;~~SEE PLAN VIEW)
POINT TYP. PLAN 2
BASEMENT DRAIN
DETAIL TYP.
FOR BACK DRAIN DETAILS REFERENCE
GEOSOILS, INC. SOILS REPORT
DA TIED MARCH 20, 1014.
~IST. CURB & GTR
EXIST. 8" PVC WATER MAIN
1ST. 14" WATER t.lAIN
/
220
PLAN 1-ELEVATION
SCALE: HORIZ. 1" = 20', VERT. 1" = 20'
RETAINING WALL TO BE
STRUCTURAL ENGINEERS
RECOMMENDATIONS
SEE SHEETS 6 & 7
TW PER PLAN
RETAINING WALL TO BE
STRUCTURAL ENGINEERS
RECOMMENDATIONS
SEE SHEETS 6 & 7
FG PER PLAN
TW PER PLAN
FG PER PLAN 6.00'MAX
PROPOSED c.o.
PROPOSED PVC
.,-~ PIPE (SIZE AND ====------"'-e::::::j_;:,;:J; GRADE PER PLAN)
BACKFILL PIPE TRENCH
'MTH 2-3 SACK
SLURRY.
SECTION A
NOT TO SCALE r FRONT OF FOOTING
TIGHT LINE TEE CMU
SIGHT TRANGLE
DISTANCE UNE
/ I
-----#-:r --------
---PERF PVC ----1
-r------
T----
GRAVEL WRAPPED
IN FILTER FABRIC
25'
DRAIN CONNECT POINT. 56'
PLAN 2-ELEV A TION
SCALE: HORIZ. 1" = 20', VERT. 1• = 20'
FINISH GRADE
PROPOSED
INLET
PROPOSED c.o.
20.50'
PROPOSED PVC
PIPE (SIZE AND
GRADE PER PLAN)
*WALL BACKDRAINS PER
ALTERNAllVE A,B OR C
FROM GEOSOILS, INC. 12/11/13
REPORT (SEE SHT. 3), SEE
ALSO "BACKDRAIN ',1EW'
ON SHEET 3.
A
TW PER PLANS
WALL
PER PLANS
SLEEVE
230
/ BACK OF FOOTING I
I
1
I
I TC PER
PLANS
FG PER PLANS
'S'COvtR
1 •
DISTANCE LINE = 440' '<-
~-
/
I
EX, 60' EASEMENT TO CllY OF
LSBAD FOR CONSTRUCTION,
AVATION, EMBANKMENT, AND
INAGE PURPOSES. RECORDED
OCTOBER 30, 1968 FiLE .
/ No.1968-189781 OF OFFICIAL REC
. ABANDONED ON FM 04-14A
/
EASEMENT TO BE
SCALE: 1" = 20' - - -
~ • ~ zy
----
BACK FlLL TRENCH
r---2-3 SACK
SLURRY
C.O.
BACKDRAIN CONNECTIO
PLAN VIEW
NOT TO SCALE
PAVERS & PAVER SECTION
AND SUB-DRAIN
SEE SHEET 3 DETAIL
COM-1 FROM ORCO
FL PER
ARilFICIAL FILL -COMPACmJ
--QUA TERNARY OLD PARAUC DEPOSITS, CIRCl.£D lltflERE BURIED
APPROXJI.IATE LOCAilON OF GEOLOGIC CONTACT
SECTION B - B
NOT TO SCALE
STORM DRAIN LEGEND
12"
APPROXJI.IA TE LOCA IlON OF FIELD DENSITY TEST
APPROXJI.IA TE ELEVA IlON OF REA/OVAL BOTTOAI (FEIT I.ISL)
Planning• Engineering • Surveying
Solved.
200 E. Washington Ave., Suite 200
Escondido, CA 92025
0. 760.741.3570 MASSON F. 760.741.1786
www.masson-assoc.com & ASSOCIATES, INC.
"AS BUILT"
RCr
RE\/
CONCRETE LINED 0 ~1--l;'\_ BROW DITCH 1' DEEP
3"0 PVC OUTLET PIPE
20 40
(i) 4• PVC Cl 2% MIN
60 @ 4" PVC Cl 5% MIN
@ 8" PVC Cl 3% MIN INSPECTOR DATE
RIP RAP ENERGY DIS~PATOR.
3'W X 5'L X 12"T t----t----+----1 I SH2EET I CITY OF CARLSBAD I SHE7ETS I
QRCO PERVIOUS C.f)NCRETE
PAVERS OVER SE-wER
MAINTENANCE ACCESS /
(SEE SHEET· 3/FoR DETAi°LS) .
NO. 3 BACKING O\ER
FILTER FABRIC (TYP)
BROW DITCH DETAIL 1
NOT TO SCALE
ENGINEERING DEPARTMENT :==:::'....'.::==========:'._'.::::=:::: PRECISE GRADING PLANS FOR:
TRAILS END DEVELOPMENT RETAINING WALL LEGEND
(D STAIR RAIL SEE SHEET 3 -STAIR/GUARD RAIL DETAILS 1, 2 AND 3
(DGUARD RAIL SEE SHEET 3 FOR-GUARD RAIL DETAIL AND
STAIR/GUARD RAIL DETAILS 1, 2 AND 3.
(D GUARD RAIL DETAIL SEE SHEET 3, 12" DIAMETER X 18"
DEEP CONCRETE FOOTING.
(D 3, 710+ S.F. COt.tMUNllY RECREATION AREA
NOTE:
1. DEEPENED FOOTINGS WILL BE REQUIRED IN ORDER TO
MAINTAIN THE REQUIRED SETBACK FROM FACE OF SLOPES
AS REQUIRED IN THE GEOTECHNICAL REPORT.
2. TRENCH DRAINS VAAY IN DEPTH FROM 6" TO 12"
DEPENDING ON MANUFACTURER,MODEL II: INVERT SLOPE.
DATE INITIAL
ENGINEER OF WORK
CT 04-14/ZC 04-10/HOP 04-07/ PUD 04-12/ SCE 04-14{A)/ CD 08-07
APPROVED: JASON S. GELDERT
CllY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE
~D~WN~liB~Y~: ~i==lf=~P~R~O~JiEc~T~N~O~. =7iPcD~R~A~Wl~N~G~N~O. 1-------------r----------r---------1
~~ ~r--CT04-14A 481-1A
ALL LOCATIONS ARE APPROXIMATE
This document or efile is not a part of the Construction
Documents and should not be relied upon as being an
accurate depiction of design.
GSI LEGEND
XBW-370
XBW-22
XBW-23
XBW-25
XBW-27 XBW-26
XBW-28
XBW-31
XBW-29
XBW-30
XBW-37
XBW-34
XBW-35
XBW-44
XBW-33
XBW-47
XBW-41
XBW-24
XBW-36
XBW-48
XBW-45
XBW-40
XBW-32
XBW-38
XBW-39
XBW-50
XBW-85
XBW-42 XBW-46
XBW-43
XBW-53
XBW-51
XBW-49
XBW-77
XBW-81
XBW-80
XBW-84
XBW-54
XBW-83
XBW-57
XBW-52
XBW-55
XBW-56
XBW-79
XBW-78
XBW-76
XBW-82
XBW-59
XBW-63
XBW-65
XBW-67
XBW-58
XBW-74
XBW-62
XBW-71
XBW-69
XBW-61
XBW-60
XBW-64
XBW-66
XBW-73
XBW-70
XBW-86
XBW-91
XBW-87,A
XBW-93
XBW-92
XBW-94
XBW-96,A
XBW-101
XBW-109
XBW-115 XBW-88
XBW-90
XBW-97
XBW-102,A
XBW-99
XBW-103
XBW-104
XBW-105
XBW-89 XBW-108
XBW-112
XBW-107
XBW-113
XBW-114
XBW-100
XBW-106
XBW-116
XBW-117
XBW-118
XBW-119
XBW-120
XBW-123
XBW-122
XBW-121
XBW-125
XBW-126
XBW-127
XBW-128
XBW-129
XBW-130
XBW-132
XBW-133
XBW-134
XBW-135,A
XBW-138
XBW-136
XBW-142
XBW-143
XBW-146
XBW-147
XBW-149
XBW-150
XBW-144
XBW-151
XBW-152
XBW-153
XBW-157
XBW-155
XBW-156
XBW-154
XBW-158
XBW-159
XBW-160
XBW-161,A
XBW-162
XBW-163
XBW-164,A
XBW-165
XBW-166
XBW-167
XBW-168
XBW-169
XBW-170
XBW-171
XBW-173
XBW-176
XBW-177
XBW-179
XBW-178
XBW-181 XBW-180
XBW-182
XBW-183,A
XBW-184
XBW-185
XBW-186
XBW-187
XBW-188
XBW-189
XBW-190
XBW-191
XBW-192
XBW-193
XBW-194
XBW-195
XBW-196
XBW-197
XBW-198
XBW-200
XBW-199XBW-201
XBW-202XBW-203
XBW-204
XBW-205
XBW-208
XBW-206
XBW-207
XBW-209
XBW-210
XBW-211
XBW-212
XBW-214
XBW-215
XBW-216
XBW-218
XBW-219
XBW-220
XBW-221
XBW-222
XBW-223
XBW-224
XBW-225
XBW-131,A
XBW-137
XBW-145
XBW-148
XBW-226
XBW-227
XBW-228
XBW-229
XBW-230
XBW-110
XBW-213
XBW-217
XBW-111
XBW-95
XBW-231
XBW-232
XBW-233,A
XBW-234
XBW-235
XBW-98 XBW-236
XBW-237
XBW-238
XBW-239
XBW-240
XBW-241
XBW-242
XBW-243
XBW-244
XBW-245
XBW-246
XBW-247
XBW-248
XBW-249
XBW-250
XBW-251
XBW-252
XBW-253
W.O.DATE:SCALE:6635-B-SC 1" = 20'
Plate 2
COMPACTION TEST
LOCATION MAP
04/2004/2
XBW-256
XBW-255
XBW-257
XBW-254
XBW-258
XBW-259
XBW-260
XBW-261
XBW-262
XBW-263
XBW-264
XBW-266
XBW-267
XBW-265
XBW-268
XBW-269
XBW-270
XBW-271
XBW-274
XBW-272
XBW-273,A
XBW-275
XBW-276,A
XBW-277XBW-280
XBW-278
XBW-279
XBW-281
XBW-283
XBW-282
XBW-284
XBW-285
XBW-286
XBW-287
XBW-288
XBW-289
XBW-290
XBW-292
XBW-291
XBW-292
XBW-293
XBW-295
XBW-294
XBW-296
XBW-297
XBW-298
XBW-299,A
XBW-300
XBW-301
XBW-302
XBW-303
XBW-304
XBW-316
XBW-305
XBW-307
XBW-306
XBW-308XBW-309,A
XBW-310
XBW-318
XBW-323
XBW-325
XBW-319
XBW-320
XBW-321
XBW-324
XBW-311XBW-312
XBW-313
XBW-314
XBW-317
XBW-315
XBW-316
XBW-323'
XBW-324'
XBW-325'
XBW-354
XBW-356
XBW-355 XBW-357
XBW-358
XBW-359XBW-75
XBW-362XBW-361
XBW-364,A
XBW-363
XBW-365,A
XBW-368
XBW-366
XBW-370
XBW-367
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 7
LOT 9
LOT 10
LOT 13
LOT 14
(BUILDING WALLS)
LOT 7
LOT 8
LOT 2
LOT 1
LOT 11
LOT 12
" " " "
PRIVA 1E DRAINAGE
DITCH AND
STORldDRAIN PIPE
(TYP)
"
BRO'IIIJITCH OETAIL 1
" "
3•~ PVC OUTLET PIPE @
25' O.C. AT BOTTOt.l OF
BROW DITCH (TYP.)
3"0 PVC OUllET PIPE Cl 25' 0.C. AT--..1<
BOTTOM OF BROW DITCH (TYP.) W/ RIP
RAP ENERGY DISSIPATOR,
3'W X 5'L X 12"T
NO. 3 BACKING OVER
FILTER FABRIC (TYP)
PER SDRSD D-40
EROSION AND SI.OPE PROlECTION
(PRIVATELY MAINTAI~)
/
(TYP.)
1 • TW
194.5 FS
PROPOSED 15'-=--..J
SEWER EASEMENT
PER PR 15-. z
FOR STAIRS & WALLS
/
/
T
2.5' DE
MAINTENANCE PATH
192.5 TW
188.5 FG
196.~ FG
NRAHM TA T
PER PR 15-
FOR STAIRS & WALLS
RIP-RAP ENERGY DISSl~A TO.,,,--~ a
5' x 5 'x 0.50' 2' CRUSHED
'
ROCK OVER FIL lER FABRIC
PER SDRSD D~4□
PROPOSED. PUBUC:-;"":-":--..1. SEWER EASEMENT
SEE?SHEET 4
FOR BLOWUP
BIORElENTION AREA
'-... '-... 186.1 FG
'-...Q1 □□=4.9 C.F.s.~----.1,
"NO DUMPING1~0WS TO BAY. MARK INLETS wi 1H TflE WORDS
'-...
'-...
PROP~: C:i __/ · 1
12" HIGH SPLASH WALL
EX. DRAINAGE./
EARTH SWALE
I
I
I
1
f
.,
--".
___ •• • . ••• \"' r... a-rt n-'":· ... --
H ---• LO'
2nd F
I!
rr=
PAD= ..J't......-'--....._' L(-~
2nd ~A .,
PAD-?nR~7
214.74TW 1
/ 208.74FG/
' -~
-;
' ~
LOJ
2nd FF
BASf. Fl'-;
PAD=
PL
. 41W,::
-· --..:.MCIY I ,r ........
,-,p.u=1
' V --~
.... ·-.
' . --~
~.
e2
,.
f
.,,v,rr-_··
~ARAGE PAE
\.;).
\
, -~'
\.
2
..
"-----45• PROPOSED
. SEWER EASEMENT
., I ,
XIST. 12" PVC WATER
MAIN
l GARAGE
a/1
nu,~(
., /'.OT I -~
7
Fr-21 ...
'IEI
'-,u.;=1::rt • .Jt/ rr=-·!J7 -~ .. PAD;
195.3 FG
194.3 FL
p
ENCROACHMENT AGREEMENT
PER PR 15 ___ FOR S.D. & PAYERS
RIM=192. 72 IE OUT=186.24
IE.IN=186.50
EXIST. MH f15
~EXIST. 12' PUBLIC SEWER
,,; EASEMENT PER MAP 7682
RIP-RAP ENERGY DISSIPATOR
5' x 5 'x 1.8'T
N0.2 BACKING OVER
FILTER FABRIC
PER SDRSD D~40
~ PA',1NG AROUND WATER METERS, AT THE FOUR LOCATIONS SHOWN,
SHALL MATCH ADJACENT SIDEWALK PAVING.
IE 184.81
CONNECT TO NEW
8'¢ STUB
Lu ' ""
q:)B5
>< "" Lu !;,/
CONCRElE LINED
BROW DITO!
-nu
I I
DI AU 'J
l __....-.. -,
EXIST. 45' PUBLIC ACCESS
EASEMENT PER DOC.
71-249983 RECORDED
10-29-71 .
PROPOSED 15' ROW DEDICATION
PER CT 04-14A
49.4'
SECOND ,,!
FLOOR Ii c GARAGE
T
SECOND lil
r~~;M;;~l:~~PE
FLOOR ~ARAGE
SEE PLAN FOR ..==.:......J
CONNECTION ~(SEE PLAN VIEW)
POINT TYP. PLAN 1
2JO
STRffi
220.00 FS 220 ___ _
GARAGE _J
2%
FlRST FLOOR FF=2J0.20
220.50 FF
4" STORM DRAIN TO
PROTECT BASEMENT
WAU. SEE SHffi 2
FOR STORM
3• ATTRIUM
DRAIN
I
I
EXIST. 8" PVC
C-900 CL150
WATERMAIN
-----i
I
GARAGE ol Fl RST
1 FLOOR
GARAGE T FIRST f FLOOR
SE~ciN':~c;~~SEE PLAN VIEW)
POINT TYP. PLAN 2
BASEMENT DRAIN
DETAIL TYP.
FOR BACK DRAIN DETAILS REFERENCE
GEOSOILS, INC. SOILS REPORT
DA TED MARCH 20, 1014.
~IST. CURB & GTR
EXIST. 8' PVC WATER MAIN
1ST. 14" WATER t.lAIN
220
PLAN 1-ELEVATION
SCALE: H0RIZ. 1' = 20', VERT. 1" = 20'
RETAINING WALL TO BE
STRUCTURAL ENGINEERS
RECOMMENDATIONS
SEE SHEETS 6 & 7
TW PER PLAN
RETAINING WALL TO BE
STRUCTURAL ENGINEERS
RECOMMENDATIONS
SEE SHEETS 6 & 7
FG PER PLAN
TW PER PLAN
FG PER PLAN 6.00'MAX
PROPOSED c.o.
PROPOSED PVC
,,--~ PIPE (SIZE AND ====------"'-e::::::j_;:,;::_J; GRADE PER PLAN)
BACKFILL PIPE TRENCH
111TH 2-3 SACK
SLURRY.
25'
DRAIN CONNECT POINT. 56'
PLAN 2-ELEV A TION
SCALE: HORIZ. 1" = 20', VERT. 1• = 20'
FINISH GRADE
PROPOSED
INLET
PROPOSED c.o.
20.50'
PROPOSED PVC
PIPE (SIZE AND
GRADE PER PLAN)
*WALL BACKDRAINS PER
ALTERNAllVE A,B OR C
FROM GEOSOILS, INC. 12/11/13
REPORT (SEE SHT. 3), SEE
ALSO 'BACKDRAIN ',1EW'
ON SHEET 3.
, SECTION A A
I /
._,_-1--'-::::,/_ " // PROPOSED ROW ~ '-
DEDICA llON PER '\ ~
FINAL MAP ~
SIGHT lRIANGLE
DISTANCE UNE
/ I
/
TIGHT LINE TEE
-----#-:r --------
---PERF PVC ----1
NOT TO SCALE r FRONT OF FOOTING
CMU
-r------
T----
GRAVEL WRAPPED
IN FILTER FABRIC
230
TW PER PLANS
WALL
PER PLANS
SLEEVE
/ BACK OF FOOTING I
I
1
I
I TC PER
PLANS
FG PER PLANS
"S' COVER
1 •
DISTANCE LINE = 440' '<-
~-
/
I
EX, 60' EASEMENT TO CITY OF
LSBAD FOR CONSTRUCTION,
AVATION, EMBANKMENT, AND
INAGE PURPOSES. RECORDED
OCTOBER 30, 1968 FiLE .
/ No.1968-189781 OF OFFICIAL REC
. ABANDONED ON FM 04-14A
/
EASEMENT TO BE
SCALE: 1" = 20' - - -
~ • ~ zy
----
BACK FILL TRENCH
r---2-3 SACK
SLURRY
C.O.
BACKDRAIN CONNECTION
PLAN VIEW
NOT TO SCALE
PAYERS & PAVER SECTION
AND SUB-DRAIN
SEE SHEET 3 DETAIL
COM-1 FROM ORCO
SECTION B -B
NOT TO SCALE
STORM DRAIN LEGEND
FL PER
PLANS
0-27
220
4" PVC @ 2% MIN.
SD lHROUGH WALL DETAIL
NOT TO SCALE
12"
APPROX/MA TE: LOCATION OF F1£LD DfNSITY TEST FOR
BUILDING WALLS ONLY
Planning..._ Engineering ..._ Surveying
Solved.
200 E. Washington Ave., Suite 200
Escondido, CA 92025
0. 760.741.3570 MASSON F. 760.741.1786
& AS :SOC I ATES, INC. www.masson-assoc.com
"AS BUILT"
CONCRETE LINED ~1-l;;\_ BROW DITCH 1' DEEP
3"0 PVC OUlLET PIPE
RIP RAP ENERGY DIS~PAT0R.
0 20 40
(i) 4• PVC @ 2% MIN
60 @ 4" PVC Cl 5% MIN
@ 8" PVC Cl 3% MIN
3"W X 51 X 12"T t---t----+---1 I SH2EET I CITY OF CARLSBAD I SHE7ETS I
ORCO PERVIOUS C,flNCRETE
PAVERS OVER SE-wER
MAINTENANCE ACCESS I
(SEE SHEET· 3/FQR DETAi°LS) .
NO. 3 BACKING OVER
FILTER FABRIC (TW)
BROW DITCH DETAIL 1
NOT TO SCALE
ENGINEERING DEPARTMENT :==:::'...'.::==========:'..'.::::=:::: PRECISE GRADING PLANS FOR:
TRAILS END DEVELOPMENT RETAINING WALL LEGEND
(D STAIR RAIL SEE SHEET 3 -STAIR/GUARD RAIL DETAILS 1, 2 ANO 3
(DGUARD RAIL SEE SHEET 3 FOR-GUARD RAIL DETAIL AND
STAIR/GUARD RAIL DETAILS 1, 2 AND 3.
CI) GUARD RAIL DETAIL SEE SHEET 3, 12" DIAMETER X 18"
DEEP CONCRETE FOOTING.
(D 3, 710+ S.F. COMMUNITY RECREATION AREA
NOTE:
1. DEEPENED FOOTINGS WILL BE REQUIRED IN ORDER TO
MAINTAIN THE REQUIRED SETBACK FROM FACE or SLOPES
AS REQUIRED IN THE GEOTECHNICAL REPORT.
2. TRENCH DRAINS VAAY IN DEPTH FROM 6" TO 12"
DEPENDING ON MANUFACTURER,MODEL II: INVERT SLOPE.
DATE INITIAL
ENGINEER OF WORK
CT 04-14/ZC 04-10/HOP 04-07/ PUD 04-12/ SCE 04-14{A)/ CD 08-07
APPROVED: JASON S. GELDERT
CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE
~D~WN~liB~Y~: ~i==lf=~P~R~O~JiEc~T~N~O~. =7iPco~R~A~Wl~N~G~N~O. 1-------------r---------r---------1
~~ ~r--CT04-14A 481-1A