HomeMy WebLinkAboutMS 16-01; PACIFIC WIND; FINAL SOILS REPORT; 2024-05-29
GEOTECHNICAL
MATERIALS
SPECIAL INSPECTION DVBE ⬧ SBE ⬧ SDVOSB ⬧ SLBE
4373 Viewridge Avenue, Suite B
San Diego, CA 92123
P: 858.292.7575
usa-nova.com 16610 Aston Street
Irvine, CA 92606
P: 949.388.7710
Zack Peterson May 29, 2024
Harding Street Neighbors, LP NOVA Project No. 1022197
14211 Yorba Street, Suite 200
Tustin, CA 92780
Subject: Report
As-Graded Geologic and Geotechnical Conditions
Pacific Wind
Harding Street and Carol Place, Carlsbad, California
Permit No. GR2021-0028
Dear Mr. Peterson:
This report presents geotechnical observations and the results of testing performed by NOVA
Services, Inc. (NOVA) during grading for the above-referenced project. This report addresses only the
geologic and geotechnical considerations associated with the project’s construction.
The services described herein were performed by NOVA for Harding Street Neighbors, LP, during the
period September 26, 2022, to April 11, 2024. NOVA is retained by Harding Street Neighbors, LP, as
Geotechnical Engineer-of-Record (GEOR) for this work.
Based on the observations and testing reported herein, NOVA certifies that the soil engineering and
engineering geologic aspects of the grading are in conformance with the approved geotechnical
recommendations and the project plan. The site is considered suitable for its intended purpose.
BACKGROUND
Location
The subject site (hereinafter, ‘the site’) is located at Harding Street and Carol Place in the City of
Carlsbad, California. The site is bound by an off-ramp from the 5 freeway to the north and east, Carol
Place, a gas station/convenience store, an unoccupied building to the south and southeast, and
Sydney Way and residential developments to the northwest and west.
Project Description
The purpose of the earthwork was to provide building pads for the construction of five multi-family
residential buildings, a community building, and a maintenance building. Associated improvements
included stormwater infiltration systems, underground utilities, pavements, and walkways. Plates 1
and 2 present the site layout on the As-Graded Geotechnical Map.
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
2
Purpose of the Earthwork
The purpose of the earthwork was to provide (i) building pads founded on properly compacted
engineered fill suitable for support of conventional foundations, (ii) support for new stormwater
infiltration systems, and (iii), support for new utilities and pavements for driveways and walkways.
Permitted Design Documentation
Geotechnical
The design basis geotechnical report is Preliminary Geotechnical Investigation, Proposed Multi-Family
Residential Project, APN’s 204-292-01, -02, -10 through -14, -16 through -22, 204-291-14, -16, -17,
and -19 through -27, Carlsbad, California, LOR Geotechnical Group, Inc., Project No. 33090.1, July
31, 2014 (hereinafter ‘LOR 2014’).
Updated recommendations were provided in Geotechnical Report Update, Proposed Pacific Wind
Multi-Family Residential Development, Carlsbad, California, LOR Geotechnical Group, Inc., Project
No. 33090.15, June 17, 2021 (hereinafter ‘LOR 2021’).
Recommendations for the construction of pavements were provided in Pavement Section
Recommendations, Pacific Wind, Harding Street and Carol Place, Carlsbad, California, NOVA
Services, Inc., NOVA Project No. 1022197, October 24, 2022 (hereinafter ‘NOVA 2022a’).
Recommendations for the construction of pavements for the Temporary All-Weather Access Road
were provided in Pavement Section Recommendations, Temporary All-Weather Access Road, Pacific
Wind, Harding Street and Carol Place, Carlsbad, California, NOVA Services, Inc., NOVA Project No.
1022197, December 5, 2022 (hereinafter ‘NOVA 2022b’).
Construction
Permitted construction drawings addressing the earthwork are provided in Pacific Wind, Carlsbad, CA,
Final Plan Check, Bassenian Lagoni Architects, Job No. 695-14263, November 5, 2021, Grading
Plans provided by SWS Engineering Inc., (hereinafter ‘BLA 2021’).
OBJECTIVES AND SCOPE OF NOVA’S SERVICES
Objectives
The objectives of NOVA’s services during earthwork for the above-referenced project were twofold,
namely: (i) to observe geologic conditions encountered, and (ii) by means of testing and observation,
to document that the earthwork/grading was completed in conformance with the permitted design
documentation.
Scope
In order to accomplish the above objectives, NOVA undertook the scope of services abstracted below
during the period of relevant construction, September 26, 2022, to April 11, 2024.
1.Observation and Testing. NOVA performed observation and testing as requested by the
contractor during rough grade operations (removals and compaction). Quality Assurance (QA)
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
3
in-place density testing of soils placed as compacted fills and backfills were performed after
ASTM D6938 (‘In-Place Density and Moisture by Nuclear Methods’). The density of the
asphaltic wearing surface of pavements was determined after ASTM D2950 (‘Standard Test
Method for Density of Bituminous Concrete by Nuclear Methods’). The approximate locations
of the density tests conducted for this work are shown on the attached Plates. The laboratory
test results are presented in Table I. The field in-place density test results are summarized in
Table II.
2. Laboratory Testing. The field density testing was supported by laboratory testing of
representative samples of soils utilized for fills, backfills, and pavement materials in
accordance with ASTM D1557. The test results are presented in Table I. The indications of
this testing are the basis for NOVA’s judgments regarding the relative compaction of the fills
placed.
3. Technical Support. NOVA provided technical support in response to geotechnical-related
issues during construction.
4. Reporting. NOVA provided reporting during the conduct of the work. Preparation of this report
completes NOVA’s scope of services.
OBSERVED SOIL AND GEOLOGIC UNITS
General
The adequacy of earthwork was determined in part by observation of earthwork operations by NOVA
staff familiar with the requirements for earthwork in the City of Carlsbad area and familiar with both
the specific intent and specific requirements of this project. This observation was the basis for selection
by NOVA of locations for testing of density and for recovery of samples for laboratory testing.
The following subsections provide discussion regarding NOVA’s observations of the geologic units.
Engineered Artificial Fill Placed by NOVA (af)
During grading for the subject development, previously placed artificial fills and portions of the old
paralic deposits were removed and replaced as compacted engineered fill, testing this fill after ASTM
D6938 (‘In-Place Density and Moisture by Nuclear Methods’).
Old Paralic Deposits (Qop)
Encountered during remedial grading operations in the field, the site is underlain by reddish-brown to
yellowish-brown silty sandstone and clayey sandstone of the old paralic deposits (Qop).
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
4
CONSTRUCTION SUMMARY
General
Construction of relevance to this report was completed during the period of September 26, 2022, to
April 11, 2024.
The general contractor was C&C Construction Services, Inc. The specialty earthwork subcontractor
was Whillock Contracting, Inc. Wet and dry utilities were placed by Schilling Paradise and Jon Del
Construction. Pavement materials were completed by Angus Asphalt, Inc.
NOVA provided observation of earthwork operations, at times requested by the contractor. The
description of earthwork operations provided in the following subsections reflects observations by
NOVA during its presence on-site.
Site Preparation
Prior to earthwork operations, debris in the areas being improved was removed and disposed of off-
site.
Operations
The grading subcontractor utilized a variety of medium equipment to perform the earthwork.
Equipment included: front loaders, backhoes, and tracked excavators with sheep’s foot wheel
attachments. Manually operated reciprocating hammers were used where access to larger equipment
was limited.
Earthwork
Earthwork for all site buildings may be generalized to include the stepwise sequence of operations
described below.
1. Step 1, Removal. In areas of proposed structures, the existing artificial fills were excavated in
their entirety to expose competent old paralic deposits. In areas where formational material
was within 2 feet of the deepest planned footing elevation, the formational materials were
excavated at least 2 feet below the bottom of footing elevation. Horizontally, the excavations
extended at least 5 feet outside of the planned improvements. Excavated soils were staged
for later replacement. A representative from NOVA approved the bottoms of excavations
exposed in this step.
2. Step 2, Re-densification. Where the bottoms of removals probed firm and unyielding, the soils
were scarified, moisture conditioned, and densified to 90% relative compaction after ASTM
D1557 (the ‘Modified Proctor’) in accordance with the project specifications.
3. Step 3, Replacement. Soils staged in Step 1 was replaced as compacted fill. The replaced
soils were moisture conditioned to near optimum moisture content and then spread in loose
lifts of typically 4 to 8 inches. Thereafter, the soils were densified to at least 90% relative
compaction after ASTM D1557 in accordance with the project specifications.
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
5
Figures 1 and 2 depict remedial grading operations for Building 2.
Figure 1. Remedial Removal Operations for Building 2 (October 27, 2022)
Figure 2. Compaction of Fill During Grading Operations for Building 2 (November 4, 2022)
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
6
Foundations
NOVA observed soils exposed during excavation for both isolated and continuous foundations for the
support of the building expansion. The foundation excavations were observed by NOVA to be properly
dimensioned and embedded into a proper bearing strata comprised of engineered fill.
Infiltration Basins
NOVA observed the excavations of four infiltration basins throughout the site. Earthwork for the basins
primarily consisted of cutting to grade; however, fill was placed around the basins to achieve finished
grade for flatwork and landscaping areas. Fill placed in these areas was placed in loose lifts of typically
8 to 10 inches and densified to at least 90% relative compaction at near optimum moisture content
after ASTM D1557 (the ‘Modified Proctor’) in accordance with the project specifications. NOVA was
not requested to observe any soil media placed within the BMPs.
Utilities
NOVA observed backfilling operations for several utility line trenches. Characteristically sandy utility
backfill was moisture conditioned to near optimum moisture content and compacted to at least 90%
relative compaction after ASTM D1557 using manually operated reciprocating hammers and a sheep’s
foot wheel attached to tracked excavators. Figure 3 depicts the compaction of a utility trench.
Figure 3. Utility Compaction (August 31, 2023)
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
7
Flexible Pavements
Construction of the flexible pavement sections included the sequence of operations described below.
1. Step 1, Subgrade Preparation. Subgrade preparation consisted of scarifying the top 12 inches
of subgrade and compacting to at least 95% relative compaction after ASTM D1557.
2. Step 2, Base Course. An approximate 8-inch-thick layer of Class II aggregate base was
densified to at least 95% of the material’s maximum density.
3. Step 3, Wearing Surface. The approximately 3-inch-thick layer of the asphaltic wearing surface
was spread in loose lifts and densified by static rolling.
Figure 4 depicts the paving operations.
Figure 4. Paving Operations (March 21, 2024)
Flatwork
Flatwork subgrade preparation consisted of scarifying the surficial soils, moisture conditioning, and
then densification of the subgrade to a depth of 12 inches to at least 90% relative compaction after
ASTM D1557.
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
8
CONCLUSIONS AND LIMITATIONS
Conclusion
Based on the observations and testing reported herein, NOVA certifies that the soil engineering and
engineering geologic aspects of the grading are in conformance with the approved geotechnical
recommendations and the project plan.
Limitations
Testing and Observation
This report presents opinions, information, and data relative to the earthwork at the subject site.
Representatives of NOVA conducted testing and made observations as requested by the contractor
during the progress of the construction to evaluate conformance with the project requirements. The
testing by NOVA indicates that the earthwork observed conformance with the project requirements for
placement and densification.
Results presented herein are only representative of the samples and areas tested. As with any
manufactured product, there are statistical variations in the uniformity of an earth fill and in the
accuracy of the test used to measure its qualities. As compared with other manufactured products,
earthwork usually has wider fluctuations in both the product and the test results. Variations in material
properties are inherent in any earthwork operation and should be expected at this site.
Survey
References to elevations and locations herein were based on surveyors or grade checker stakes in
the field and from the project grading plans prepared by SWS Engineering Inc. in BLA 2021. NOVA
did not provide construction surveying services. NOVA has no opinion regarding the accuracy of the
elevations or surface geometry with respect to the approved plans.
Supervision
The presence of NOVA personnel during the work progress did not involve any direct supervision of
the contractor or their workforces. Professional and technical advice and recommendations were
provided to the owner during the conduct of the work, based upon NOVA’s observations and
evaluations.
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
9
CLOSURE
NOVA appreciates the opportunity to be of service to Harding Street Neighbors, LP on this project.
Should you have any questions or comments, please do not hesitate to contact the undersigned at
858.292.7575.
Respectfully submitted,
NOVA Services, Inc.
_______________________ _______________________
Wail Mokhtar John F. O’Brien, PE, GE
Regional Manager, Geotechnical Services Principal Geotechnical Engineer
Attachments: Attachment 1: Tables
Attachment 2: Plates 1 and 2 of the As-Graded Geotechnical Map
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
ATTACHMENT 1
TABLES
As-Graded Geologic and Geotechnical Conditions
Pacific Wind
Harding Street and Carol Place, Carlsbad, California
Permit No. GR2021-0028
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Maximum Optimum
Dry Density Moisture
Material ID Material Description (pcf)(%)
B Medium Brown Clayey Sand 127.3 9.7
C Dark Brown Clayey Sand 124.4 8.6
D Dark Brown Silty Sand 130.5 8.5
E Crushed Recycled Base 121.3 12.4
F Class II Recycled Base (West Coast Sand & Gravel, Inc.)137.2 6.9
G Recycled Aggregate Base 122.6 11.2
H Class II Recycled Base (West Coast Sand & Gravel, Inc.)140.7 6.2
I Aggregate Base 133.6 8.8
J Recycled Aggregate Base (Moodys, El Corazon Recycling)115.7 13.1
Maximum
Wet Density
Material ID Material Description (pcf)
AC-A Type III B3 ¾-Inch (Superior Ready Mix, Plant #41)152.2
AC-B ¾-Inch GB T3B3 PG64-10 (Martin Marietta, Harris Plant Rd)144.8
AC-C 203 3B3 PG64-10 (Vulcan Materials Co., Carrol Canyon HMA)149.1
AC-D 10-232 Greenbook Type III C2 (Superior Ready Mix, Plant #41)145.4
Abbreviation Description of Terms
G Gas Line Trench
AC Aspahlt Concrete
MG Mass Grading
RW Retaining Wall
FG Finished Grade
SG Subgrade
SD Storm Drain Line Trench
S Sewer Line Trench
W Water Line Trench
JT Joint Utility Line Trench
FL Fire Line Trench
E Electrical Line Trench
SW Sidewalk Subgrade
CG Curb and Gutter
B Aggregate Base
FS Finished Surface
TABLE I
DESCRIPTION OF TERMS
Laboratory Maximum Density (ASTM D1557)
Laboratory Maximum Density (ASTM D1560)
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
9/26/22 1 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 123.9 8.7 97%Pass
2 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 124.2 8.9 98%Pass
3 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 125.5 9.5 99%Pass
4 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 125.0 9.1 98%Pass
5 MG Parking Area 60.0 D 130.5 8.5 124.8 5.6 96%Fail
9/27/22 6 MG Retest #5 60.0 D 130.5 8.5 125.0 8.4 96%Pass
7 MG Parking Area 60.0 D 130.5 8.5 124.6 8.1 95%Pass
8 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 124.7 8.8 98%Pass
9 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 126.1 8.9 99%Pass
10 MG Hardscape 61.0 D 130.5 8.5 126.7 7.9 97%Pass
11 MG Hardscape 61.0 D 130.5 8.5 126.7 8.0 97%Pass
12 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 122.6 8.7 96%Pass
9/28/22 13 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 122.7 8.9 96%Pass
9/29/22 14 MG Parking Area 61.0 D 130.5 8.5 124.7 6.8 96%Pass
9/30/22 15 MG Parking Area 60.0 D 130.5 8.5 119.5 7.2 92%Pass
16 MG Parking Area 61.0 D 130.5 8.5 125.0 7.3 96%Pass
10/3/22 17 SG Parking Area SG D 130.5 8.5 123.8 7.6 95%Pass
18 SG Parking Area SG D 130.5 8.5 124.9 7.9 96%Pass
19 SG Parking Area SG D 130.5 8.5 123.7 7.8 95%Pass
20 SG Parking Area SG D 130.5 8.5 124.0 7.7 95%Pass
10/6/22 21 MG Parking Area 62.0 D 130.5 8.5 124.0 6.5 95%Pass
22 MG Parking Area 62.0 D 130.5 8.5 124.7 6.7 96%Pass
23 MG Parking Area 62.0 D 130.5 8.5 125.5 6.9 96%Pass
24 MG Parking Area 62.0 D 130.5 8.5 124.5 7.6 95%Pass
25 MG Parking Area 62.0 D 130.5 8.5 125.1 7.3 96%Pass
10/14/22 26 MG Parking Area 62.5 D 130.5 8.5 125.9 6.8 96%Pass
27 MG Parking Area 62.5 D 130.5 8.5 124.9 6.5 96%Pass
28 MG Parking Area 62.5 D 130.5 8.5 124.0 7.1 95%Pass
10/17/22 29 MG Parking Area 62.5 D 130.5 8.5 126.2 7.4 97%Pass
30 MG Parking Area 62.5 D 130.5 8.5 125.5 7.6 96%Pass
10/20/22 31 MG Drive Aisle 60.0 D 130.5 8.5 125.5 8.4 96%Pass
32 MG Drive Aisle 60.0 D 130.5 8.5 123.5 10.7 95%Pass
10/21/22 33 FG Maintenance Building Pad FG D 130.5 8.5 125.5 6.5 96%Pass
34 FG Maintenance Building Pad FG D 130.5 8.5 124.7 6.8 96%Pass
10/24/22 35 MG Infiltration Basin 61.0 C 124.4 8.6 121.2 6.7 97%Pass
36 MG Driveway for Infiltration Basin 60.5 C 124.4 8.6 119.2 7.0 96%Pass
10/25/22 37 MG Hardscape 61.0 C 124.4 8.6 120.8 7.9 97%Pass
38 MG Harding Street 61.0 C 124.4 8.6 121.5 7.5 98%Pass
10/28/22 39 MG Building Pad 1 58.0 D 130.5 8.5 120.9 7.5 93%Pass
40 MG Builidng Pad 1 58.0 D 130.5 8.5 123.0 8.0 94%Pass
41 FG Builidng Pad 1 FG D 130.5 8.5 124.3 7.0 95%Pass
11/1/22 42 MG Building Pad 2 59.0 D 130.5 8.5 126.4 8.2 97%Pass
43 MG Building Pad 2 60.5 D 130.5 8.5 124.3 8.6 95%Pass
11/2/22 44 MG Building Pad 2 61.0 D 130.5 8.5 121.8 7.1 93%Pass
45 MG Building Pad 2 61.0 D 130.5 8.5 121.4 9.3 93%Pass
11/4/22 46 MG Building Pad 2 62.0 D 130.5 8.5 121.4 7.0 93%Pass
47 MG Building Pad 2 62.0 D 130.5 8.5 120.5 8.3 92%Pass
48 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 119.4 9.9 94%Pass
49 G Gas Line Trench (Carol Place)61.0 D 130.5 8.5 124.8 7.5 96%Pass
50 G Gas Line Trench (Harding Street)61.0 B 127.3 9.7 123.0 8.8 97%Pass
11/7/22 51 MG Building Pad 2 62.0 D 130.5 8.5 123.5 8.5 95%Pass
52 MG Building Pad 2 62.0 D 130.5 8.5 122.3 7.5 94%Pass
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
11/7/22 53 W Water Line Trench (Carol Place)64.0 C 124.4 8.6 122.3 7.9 98%Pass
11/10/22 54 MG Building Pad 4 60.0 D 130.5 8.5 125.7 7.8 96%Pass
55 MG Building Pad 4 60.0 D 130.5 8.5 124.6 7.8 95%Pass
11/14/22 56 FG Building Pad 4 FG D 130.5 8.5 121.2 7.4 93%Pass
57 FG Building Pad 4 FG D 130.5 8.5 124.5 6.7 95%Pass
11/15/22 58 FG Building Pad 4 FG D 130.5 8.5 124.7 6.5 96%Pass
59 FG Building Pad 4 FG D 130.5 8.5 124.0 7.0 95%Pass
60 FG Building Pad 1 FG D 130.5 8.5 124.1 6.8 95%Pass
61 W Water Line Trench (Carol Place)62.5 C 124.4 8.6 117.7 8.5 95%Pass
62 W Water Line Trench (Carol Place)64.0 C 124.4 8.6 112.5 6.9 90%Pass
11/16/22 63 MG Building Pad 4 61.0 D 130.5 8.5 122.7 6.5 94%Pass
64 FG Building Pad 4 63.0 D 130.5 8.5 118.1 7.7 90%Pass
65 MG Building Pad 2 63.0 D 130.5 8.5 125.1 7.5 96%Pass
66 W Water Line Trench (Carol Place Cul-de-sac)62.0 C 124.4 8.6 119.8 8.3 96%Pass
67 W Water Line Trench (Carol Place Cul-de-sac)64.0 C 124.4 8.6 121.5 7.4 98%Pass
11/17/22 68 MG Building Pad 4 60.0 D 130.5 8.5 125.1 7.2 96%Pass
69 FG Building Pad 4 FG D 130.5 8.5 127.6 8.9 98%Pass
70 MG Water Line Trench (Carol Place)64.0 C 124.4 8.6 119.2 7.4 96%Pass
11/18/22 71 FG Builidng Pad 4 FG D 130.5 8.5 122.4 6.5 94%Pass
72 MG Building Pad 4 60.0 D 130.5 8.5 121.4 7.3 93%Pass
73 W Water Line Trench (Carol Place)63.5 C 124.4 8.6 120.4 7.1 97%Pass
74 W Water Line Trench (Carol Place)64.0 F 137.2 6.9 134.5 6.6 98%Pass
11/21/22 75 MG Building Pad 4 61.0 D 130.5 8.5 119.2 6.7 91%Pass
76 FG Building Pad 4 FG D 130.5 8.5 118.7 6.6 91%Pass
77 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 117.6 8.4 95%Pass
78 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 120.9 7.8 97%Pass
11/22/22 79 MG Building Pad 4 61.0 D 130.5 8.5 120.1 6.8 92%Pass
80 W Water Line Trench (Carol Place)63.0 C 124.4 8.6 118.1 8.8 95%Pass
81 W Water Line Trench (Carol Place)64.0 F 137.2 6.9 130.3 7.1 95%Pass
11/23/22 82 MG Building Pad 5 60.0 D 130.5 8.5 122.2 9.6 94%Pass
83 FG Building Pad 5 FG D 130.5 8.5 122.9 9.3 94%Pass
84 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 119.6 7.5 96%Pass
85 W Water Line Trench (Carol Place)64.0 C 124.4 8.6 120.1 6.9 97%Pass
11/28/22 86 MG Building Pad 5 61.0 D 130.5 8.5 121.2 8.7 93%Pass
87 FG Building Pad 5 FG D 130.5 8.5 123.1 8.6 94%Pass
11/29/22 88 MG Building Pad 5 61.0 D 130.5 8.5 118.3 8.1 91%Pass
89 FG Building Pad 5 FG D 130.5 8.5 119.8 9.4 92%Pass
11/30/22 90 FG Building Pad 5 FG D 130.5 8.5 118.0 8.1 90%Pass
91 MG Building Pad 5 61.0 D 130.5 8.5 119.5 7.9 92%Pass
92 FG Building Pad 5 FG D 130.5 8.5 117.9 9.5 90%Pass
93 MG Building Pad 5 60.0 D 130.5 8.5 117.5 9.1 90%Pass
12/5/22 94 FL Fire Line Trench (Carol Place)62.0 C 124.4 8.6 121.5 9.5 98%Pass
95 FL Fire Line Trench (Carol Place)63.0 F 137.2 6.9 134.9 5.9 98%Pass
96 FG Building Pad 5 FG D 130.5 8.5 122.3 8.4 94%Pass
97 FG Building Pad 5 FG D 130.5 8.5 120.4 9.3 92%Pass
12/6/22 98 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 121.3 8.1 98%Pass
12/7/22 99 W Water Line Trench (Carol Place)61.0 D 130.5 8.5 124.8 6.7 96%Pass
100 MG Parking Area 62.0 D 130.5 8.5 122.4 9.7 94%Pass
101 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 118.5 7.6 95%Pass
102 W Water Line Trench (Carol Place)62.0 F 137.2 6.9 135.9 5.9 99%Pass
103 MG Parking Area 62.0 D 130.5 8.5 123.5 6.9 95%Pass
12/8/22 104 SG Drive Aisle SG D 130.5 8.5 125.7 7.2 96%Pass
105 SG Drive Aisle SG D 130.5 8.5 127.3 8.1 98%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
106 SG Drive Aisle SG D 130.5 8.5 127.4 9.0 98%Pass
107 W Water Line Trench (Carol Place)62.0 C 124.4 8.6 119.3 8.0 96%Pass
108 W Water Line Trench (Carol Place)63.0 F 137.2 6.9 132.2 5.9 96%Pass
109 B Drive Aisle B E 121.3 12.4 119.5 11.8 99%Pass
110 B Drive Aisle B E 121.3 12.4 117.0 12.2 96%Pass
111 B Drive Aisle B E 121.3 12.4 116.1 12.3 96%Pass
112 B Drive Aisle B E 121.3 12.4 120.2 13.0 99%Pass
113 B Drive Aisle B E 121.3 12.4 119.8 12.0 99%Pass
12/9/22 114 W Water Line Trench (Carol Place)SG F 137.2 6.9 133.4 7.0 97%Pass
115 W Water Line Trench (Carol Place)SG F 137.2 6.9 131.9 5.9 96%Pass
116 W Water Line Trench (Carol Place)SG F 137.2 6.9 130.6 6.5 95%Pass
12/14/22 AC-1 AC Water Line Trench (Carol Place)FS AC-A 152.2 N/A 145.7 N/A 96%Pass
AC-2 AC Water Line Trench (Carol Place)FS AC-A 152.2 N/A 145.5 N/A 96%Pass
AC-3 AC Water Line Trench (Carol Place)FS AC-A 152.2 N/A 146.1 N/A 96%Pass
AC-4 AC Water Line Trench (Carol Place)FS AC-A 152.2 N/A 145.8 N/A 96%Pass
AC-5 AC Water Line Trench (Carol Place)FS AC-A 152.2 N/A 148.7 N/A 98%Pass
12/19/22 117 W Water Line Trench (Carol Place)63.0 C 124.4 8.6 118.9 8.5 96%Pass
118 W Water Line Trench (Carol Place)63.0 C 124.4 8.6 120.4 9.1 97%Pass
12/21/22 119 S Sewer Line Trench (Carol Place)63.0 C 124.4 8.6 117.9 7.8 95%Pass
120 S Sewer Line Trench (Carol Place)63.0 C 124.4 8.6 118.5 8.7 95%Pass
121 E Electrical Line Trench 63.0 C 124.4 8.6 118.3 7.7 95%Pass
12/22/22 122 W Water Line Trench (Carol Place)63.0 C 124.4 8.6 121.8 8.5 98%Pass
123 W Water Line Trench (Carol Place)63.0 F 137.2 6.9 129.8 5.9 95%Pass
12/27/22 124 JT Joint Utility Line Trench (Carol Place)63.0 C 124.4 8.6 117.6 8.5 95%Pass
125 JT Joint Utility Line Trench (Carol Place)63.0 C 124.4 8.6 122.8 8.9 99%Pass
126 JT Joint Utility Line Trench (Carol Place)63.0 F 137.2 6.9 129.9 6.1 95%Pass
127 S Sewer Line Trench 58.0 C 124.4 8.6 119.3 8.3 96%Pass
128 S Sewer Line Trench 63.0 D 130.5 8.5 123.6 9.5 95%Pass
12/29/22 129 JT Joint Utility Line Trench (Carol Place)63.0 C 124.4 8.6 121.8 9.0 98%Pass
130 JT Joint Utility Line Trench (Carol Place)63.0 F 137.2 6.9 131.1 6.4 96%Pass
12/30/22 131 JT Joint Utility Line Trench (Carol Place)63.0 D 130.5 8.5 124.3 7.5 95%Pass
132 S Sewer Line Trench 60.0 C 124.4 8.6 117.4 7.6 94%Pass
133 S Sewer Line Trench 58.0 C 124.4 8.6 117.4 7.6 94%Pass
134 S Sewer Line Trench 58.0 C 124.4 8.6 119.0 7.6 96%Pass
1/6/23 AC-6 AC Carol Place FS AC-C 149.1 N/A 144.2 N/A 97%Pass
AC-7 AC Carol Place FS AC-C 149.1 N/A 143.7 N/A 96%Pass
AC-8 AC Harding Street FS AC-C 149.1 N/A 144.0 N/A 97%Pass
AC-9 AC Harding Street FS AC-C 149.1 N/A 145.2 N/A 97%Pass
AC-10 AC Harding Street FS AC-C 149.1 N/A 146.3 N/A 98%Pass
AC-11 AC Harding Street FS AC-C 149.1 N/A 145.3 N/A 97%Pass
AC-12 AC Harding Street FS AC-C 149.1 N/A 144.5 N/A 97%Pass
AC-13 AC Harding Street FS AC-C 149.1 N/A 144.9 N/A 97%Pass
AC-14 AC Harding Street FS AC-C 149.1 N/A 144.9 N/A 97%Pass
1/9/23 135 S Sewer Line Trench 58.0 B 127.3 9.7 116.5 12.4 92%Pass
136 S Sewer Line Trench 60.0 B 127.3 9.7 117.6 9.9 92%Pass
137 S Sewer Line Trench 60.0 B 127.3 9.7 117.2 10.0 92%Pass
138 JT Joint Utility Line Trench 59.0 B 127.3 9.7 117.0 10.2 92%Pass
139 JT Joint Utility Line Trench 60.0 B 127.3 9.7 117.9 11.5 93%Pass
140 JT Joint Utility Line Trench (Carol Place)56.0 B 127.3 9.7 119.7 11.0 94%Pass
141 JT Joint Utility Line Trench (Carol Place)56.0 B 127.3 9.7 122.0 12.0 96%Pass
142A JT Joint Utility Line Trench (Carol Place)56.0 B 127.3 9.7 119.8 8.3 94%Pass
1/11/23 142B JT Joint Utility Line Trench (Carol Place)SG D 130.5 8.5 126.3 9.2 97%Pass
142C JT Joint Utility Line Trench (Carol Place)SG D 130.5 8.5 127.1 9.0 97%Pass
1/12/23 142D JT Joint Utility Line Trench (Carol Place)SG D 130.5 8.5 126.7 9.3 97%Pass
1/27/23 142E FL Fire Line Trench 63.0 D 130.5 8.5 126.8 9.9 97%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
2/7/23 135A FL Fire Line Trench 63.0 D 130.5 8.5 126.9 7.7 97%Pass
136A FL Fire Line Trench 63.0 D 130.5 8.5 124.8 9.0 96%Pass
137A FL Fire Line Trench 63.0 D 130.5 8.5 123.9 8.3 95%Pass
2/8/23 138A FL Fire Line Trench 60.0 D 130.5 8.5 125.0 8.4 96%Pass
139A FL Fire Line Trench 61.0 D 130.5 8.5 125.1 6.4 96%Pass
140A FL Fire Line Trench 62.0 D 130.5 8.5 118.1 9.5 90%Pass
2/9/23 141A S Sewer Line Trench 60.0 D 130.5 8.5 121.5 6.8 93%Pass
142F S Sewer Line Trench 61.0 D 130.5 8.5 119.0 9.7 91%Pass
2/13/23 143A S Sewer Line Trench 62.0 C 124.4 8.6 121.9 7.8 98%Pass
2/21/23 144A FL Fire Line Trench 60.0 D 130.5 8.5 126.1 9.1 97%Pass
145A FL Fire Line Trench 62.0 D 130.5 8.5 119.4 7.9 91%Pass
3/3/23 138B FL Fire Line Trench SG C 124.4 8.6 112.0 10.0 90%Pass
3/8/23 139B S Sewer Line Trench (Magnolia Avenue)59.0 D 130.5 8.5 121.0 7.2 93%Pass
140B S Sewer Line Trench (Magnolia Avenue)57.0 D 130.5 8.5 123.0 8.0 94%Pass
3/9/23 141B SG Sewer Line Trench (Magnolia Avenue)56.0 D 130.5 8.5 117.1 7.8 90%Pass
142G SG Sewer Line Trench (Magnolia Avenue)59.0 D 130.5 8.5 120.8 7.5 93%Pass
3/11/23 143B S Sewer Line Trench (Harding Street)60.0 D 130.5 8.5 123.0 10.5 94%Pass
144B S Sewer Line Trench (Harding Street)62.0 D 130.5 8.5 122.6 9.5 94%Pass
145B SG Sewer Line Trench (Harding Street)SG D 130.5 8.5 126.5 9.9 97%Pass
146 SG Sewer Line Trench (Harding Street)SG D 130.5 8.5 127.1 8.6 97%Pass
147 B Sewer Line Trench (Harding Street)B H 140.7 6.2 133.7 6.3 95%Pass
3/13/23 143C B Magnolia Avenue and Harding Street B H 140.7 6.2 135.1 6.7 96%Pass
AC-15 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 148.4 N/A 98%Pass
AC-16 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 146.7 N/A 96%Pass
AC-17 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 144.8 N/A 95%Pass
AC-18 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 148.2 N/A 97%Pass
AC-19 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 144.9 N/A 95%Pass
AC-20 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 147.2 N/A 97%Pass
AC-21 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 145.9 N/A 96%Pass
AC-22 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 146.3 N/A 96%Pass
AC-23 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 147.6 N/A 97%Pass
AC-24 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 147.0 N/A 97%Pass
AC-25 AC Magnolia Avenue and Harding Street FS AC-A 152.2 N/A 145.2 N/A 95%Pass
3/17/23 155 S Sewer Line Trench (Harding Street)59.0 D 130.5 8.5 122.4 8.8 94%Pass
156 S Sewer Line Trench (Harding Street)SG D 130.5 8.5 123.9 9.0 95%Pass
3/20/23 157 S Sewer Line Trench (Harding Street)59.0 D 130.5 8.5 120.3 9.6 92%Pass
158 S Sewer Line Trench (Harding Street)SG D 130.5 8.5 124.1 9.5 95%Pass
159 S Sewer Line Trench (Harding Street)59.0 D 130.5 8.5 121.2 10.7 93%Pass
160 S Sewer Line Trench (Harding Street)SG D 130.5 8.5 124.6 9.8 95%Pass
3/22/23 161 S Sewer Line Trench (Harding Street)58.0 B 127.3 9.7 116.0 9.7 91%Pass
162 S Sewer Line Trench (Harding Street)SG B 127.3 9.7 121.0 9.4 95%Pass
3/23/23 163 S Sewer Line Trench (Harding Street)57.0 B 127.3 9.7 115.2 10.1 90%Pass
164 S Sewer Line Trench (Harding Street)59.0 B 127.3 9.7 116.4 9.9 91%Pass
165 S Sewer Line Trench (Harding Street)61.0 B 127.3 9.7 121.6 9.9 96%Pass
3/27/23 166 SG Drive Aisle SG D 130.5 8.5 127.2 9.6 97%Pass
167 SG Drive Aisle SG D 130.5 8.5 128.5 9.0 98%Pass
168 SG Drive Aisle SG D 130.5 8.5 127.4 9.8 98%Pass
3/28/23 169 SG Drive Aisle SG D 130.5 8.5 127.6 9.3 98%Pass
170 SG Drive Aisle SG D 130.5 8.5 126.9 9.1 97%Pass
3/30/23 171 S Sewer Line Trench (Harding Street)57.0 B 127.3 9.7 116.6 9.8 92%Pass
172 S Sewer Line Trench (Harding Street)59.0 B 127.3 9.7 115.7 9.6 91%Pass
3/31/23 173 S Sewer Line Trench (Harding Street)59.0 B 127.3 9.7 118.5 9.1 93%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
174 S Sewer Line Trench (Harding Street)61.0 B 127.3 9.7 117.9 10.0 93%Pass
3/31/23 175 B Drive Aisle B G 122.6 11.2 120.3 12.1 98%Pass
4/1/23 151A SG Drive Aisle SG D 130.5 8.5 128.2 8.8 98%Pass
152A SG Drive Aisle SG D 130.5 8.5 127.9 8.7 98%Pass
153A SG Parking Area SG D 130.5 8.5 128.6 8.0 99%Pass
4/4/23 154A B Drive Aisle B E 121.3 12.4 119.4 11.9 98%Pass
155A B Drive Aisle B E 121.3 12.4 118.8 11.4 98%Pass
156A SG Drive Aisle SG D 130.5 8.5 127.8 7.5 98%Pass
157A SG Drive Aisle SG D 130.5 8.5 126.4 8.4 97%Pass
4/3/23 176 SG Drive Aisle SG C 124.4 8.6 123.0 7.1 99%Pass
177 SG Drive Aisle SG C 124.4 8.6 118.3 6.8 95%Pass
178 SG Drive Aisle SG D 130.5 8.5 124.0 10.0 95%Pass
179 S Sewer Line Trench 61.0 C 124.4 8.6 113.8 10.5 91%Pass
180 S Sewer Line Trench 64.0 C 124.4 8.6 122.3 9.2 98%Pass
181 S Sewer Line Trench 64.0 C 124.4 8.6 116.9 10.3 94%Pass
182 B Drive Aisle B G 122.6 11.2 121.7 11.0 99%Pass
183 B Parking Area B G 122.6 11.2 116.8 10.8 95%Pass
184A B Drive Aisle B G 122.6 11.2 119.1 10.8 97%Pass
185A B Drive Aisle B G 122.6 11.2 120.2 14.3 98%Pass
186A B Parking Area B G 122.6 11.2 119.1 11.0 97%Pass
4/5/23 184B B Water Line Trench (Harding Street)B F 137.2 6.9 129.9 6.4 95%Pass
185B B Water Line Trench (Harding Street)B F 137.2 6.9 127.8 6.4 93%Pass
186B SG Drive Aisle SG D 130.5 8.5 124.6 10.5 95%Pass
187A SG Drive Aisle SG D 130.5 8.5 126.5 9.8 97%Pass
AC-26 AC Sewer Line Trench (Harding Street)FS AC-A 152.2 N/A 146.4 N/A 96%Pass
AC-27 AC Sewer Line Trench (Harding Street)FS AC-A 152.2 N/A 146.3 N/A 96%Pass
AC-28 AC Sewer Line Trench (Harding Street)FS AC-A 152.2 N/A 148.3 N/A 97%Pass
4/6/23 187B S Sewer Line Trench 55.0 B 127.3 9.7 121.1 11.0 95%Pass
188A S Sewer Line Trench 55.0 B 127.3 9.7 118.9 9.1 93%Pass
189A S Sewer Line Trench 58.0 B 127.3 9.7 115.3 9.1 91%Pass
190A S Sewer Line Trench 58.0 B 127.3 9.7 115.5 8.9 91%Pass
191A S Sewer Line Trench 60.0 B 127.3 9.7 124.0 8.3 97%Pass
192A S Sewer Line Trench 60.0 B 127.3 9.7 121.3 8.9 95%Pass
193 SG Parking Area SG E 121.3 12.4 117.9 11.2 97%Pass
194 SG Parking Area SG E 121.3 12.4 118.5 11.0 98%Pass
195 SG Parking Area SG E 121.3 12.4 120.5 12.1 99%Pass
196 SG Parking Area SG E 121.3 12.4 120.1 12.1 99%Pass
197 SG Parking Area SG E 121.3 12.4 115.9 12.0 96%Pass
198 SG Parking Area SG E 121.3 12.4 119.8 10.1 99%Pass
199 SG Parking Area SG E 121.3 12.4 120.0 13.1 99%Pass
200 SG Parking Area SG E 121.3 12.4 120.2 12.6 99%Pass
201 SG Parking Area SG E 121.3 12.4 118.3 10.9 98%Pass
4/10/23 188B W Water Line Trench 58.0 D 130.5 8.5 122.7 10.1 94%Pass
189B W Water Line Trench 60.0 D 130.5 8.5 123.1 9.1 94%Pass
190B B Drive Aisle B E 121.3 12.4 116.1 12.0 96%Pass
191B B Drive Aisle B E 121.3 12.4 115.5 11.4 95%Pass
192B B Drive Aisle B E 121.3 12.4 116.6 12.3 96%Pass
4/11/23 202 S Sewer Line Trench 63.0 C 124.4 8.6 118.9 7.7 96%Pass
203 S Sewer Line Trench 63.0 C 124.4 8.6 119.5 7.7 96%Pass
4/12/23 204 S Sewer Line Trench 62.0 C 124.4 8.6 118.4 7.8 95%Pass
205 S Sewer Line Trench 62.0 C 124.4 8.6 122.8 7.4 99%Pass
206 MG Building Pad 6 61.0 C 124.4 8.6 118.3 8.2 95%Pass
207 MG Building Pad 6 61.0 C 124.4 8.6 119.4 8.1 96%Pass
208 MG Building Pad 6 61.0 C 124.4 8.6 118.2 8.4 95%Pass
4/13/23 209 MG Building Pad 6 61.0 C 124.4 8.6 122.9 8.3 99%Pass
210 MG Building Pad 6 61.0 C 124.4 8.6 123.5 8.5 99%Pass
211 MG Building Pad 6 61.0 C 124.4 8.6 123.2 8.3 99%Pass
4/14/23 212 S Sewer Line Trench 59.0 C 124.4 8.6 121.4 10.6 98%Pass
213 S Sewer Line Trench 60.0 C 124.4 8.6 122.5 8.6 98%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
214 S Sewer Line Trench 63.0 C 124.4 8.6 114.9 8.5 92%Pass
4/14/23 215 MG Building Pad 6 61.0 C 124.4 8.6 114.2 8.8 92%Pass
4/17/23 216 MG Building Pad 6 62.0 C 124.4 8.6 118.6 8.0 95%Pass
217 S Sewer Line Trench 59.0 C 124.4 8.6 113.6 10.2 91%Pass
218 S Sewer Line Trench 59.0 C 124.4 8.6 115.2 10.6 93%Pass
4/18/23 219 FG Building Pad 6 FG C 124.4 8.6 122.3 9.2 98%Pass
220 FG Building Pad 6 FG C 124.4 8.6 122.8 9.3 99%Pass
221 FG Building Pad 6 FG C 124.4 8.6 123.4 8.5 99%Pass
222 FG Building Pad 6 FG C 124.4 8.6 123.1 9.0 99%Pass
223 FG Building Pad 6 FG C 124.4 8.6 120.3 8.8 97%Pass
224 FG Building Pad 6 FG C 124.4 8.6 123.0 8.5 99%Pass
225 FG Building Pad 6 FG C 124.4 8.6 122.0 8.8 98%Pass
226 FG Building Pad 6 FG C 124.4 8.6 123.0 8.8 99%Pass
227 FG Building Pad 6 FG C 124.4 8.6 123.0 8.5 99%Pass
228 FG Building Pad 6 FG C 124.4 8.6 122.9 8.5 99%Pass
4/20/23 229 MG Building Pad 3 60.5 D 130.5 8.5 118.4 7.9 91%Pass
230 MG Building Pad 3 60.5 D 130.5 8.5 126.2 8.2 97%Pass
231 MG Building Pad 3 60.5 D 130.5 8.5 124.8 8.1 96%Pass
232 MG Building Pad 3 60.5 D 130.5 8.5 120.2 7.5 92%Pass
233 MG Building Pad 3 60.5 D 130.5 8.5 122.3 8.6 94%Pass
234 MG Building Pad 3 60.5 D 130.5 8.5 122.5 7.6 94%Pass
235 MG Building Pad 3 60.5 D 130.5 8.5 120.2 8.3 92%Pass
236 MG Building Pad 3 60.5 D 130.5 8.5 126.7 7.5 97%Pass
237 MG Building Pad 3 60.5 D 130.5 8.5 124.1 8.5 95%Pass
238 E Electrical (Communication) Line Trench 61.0 B 127.3 9.7 127.0 9.3 100%Pass
4/21/23 239 E Electrical (Communication) Line Trench 60.5 B 127.3 9.7 127.2 8.7 100%Pass
240 E Electrical (Communication) Line Trench 61.0 G 122.6 11.6 120.9 9.6 99%Pass
241 MG Building Pad 3 62.0 D 130.5 8.5 126.1 7.6 97%Pass
242 MG Building Pad 3 62.0 D 130.5 8.5 120.0 7.8 92%Pass
243 MG Building Pad 3 62.0 D 130.5 8.5 124.0 9.7 95%Pass
244 MG Building Pad 3 62.0 D 130.5 8.5 125.1 7.9 96%Pass
4/24/23 245 FG Building Pad 3 FG D 130.5 8.5 119.1 7.5 91%Pass
246 FG Building Pad 3 FG D 130.5 8.5 121.8 8.3 93%Pass
247 FG Building Pad 3 FG D 130.5 8.5 119.7 7.5 92%Pass
248 FG Building Pad 3 FG D 130.5 8.5 124.5 8.1 95%Pass
249 E Electrical Line Trench 60.5 B 127.3 9.7 121.2 8.9 95%Pass
250 E Electrical Line Trench 60.5 B 127.3 9.7 121.2 8.3 95%Pass
251 E Electrical Line Trench 61.0 G 122.6 11.6 121.3 10.5 99%Pass
252 E Electrical Line Trench 61.0 G 122.6 11.6 120.1 10.6 98%Pass
4/25/23 253 MG Building Pad 2 60.0 D 130.5 8.5 119.1 7.9 91%Pass
254 MG Building Pad 2 60.0 D 130.5 8.5 123.9 7.6 95%Pass
255 MG Building Pad 2 60.0 D 130.5 8.5 121.2 7.7 93%Pass
256 MG Building Pad 2 60.0 D 130.5 8.5 119.5 7.9 92%Pass
257 MG Building Pad 2 60.0 D 130.5 8.5 120.8 8.4 93%Pass
258 MG Building Pad 2 60.5 D 130.5 8.5 118.6 8.5 91%Pass
259 MG Building Pad 2 60.5 D 130.5 8.5 123.6 9.6 95%Pass
260 MG Building Pad 2 60.5 D 130.5 8.5 122.4 8.3 94%Pass
261 MG Building Pad 2 60.5 D 130.5 8.5 118.7 8.8 91%Pass
4/26/23 262 MG Building Pad 2 62.0 D 130.5 8.5 128.0 7.9 98%Pass
263 MG Building Pad 2 62.0 D 130.5 8.5 126.8 8.0 97%Pass
264A MG Building Pad 2 62.0 D 130.5 8.5 123.6 7.8 95%Pass
265A MG Building Pad 2 62.0 D 130.5 8.5 124.8 7.4 96%Pass
266A MG Building Pad 2 62.0 D 130.5 8.5 123.7 8.4 95%Pass
267A FG Building Pad 2 FG D 130.5 8.5 124.4 8.1 95%Pass
268A FG Building Pad 2 FG D 130.5 8.5 124.0 7.6 95%Pass
269A FG Building Pad 2 FG D 130.5 8.5 122.2 7.8 94%Pass
270A FG Building Pad 2 FG D 130.5 8.5 120.5 8.1 92%Pass
271A FG Building Pad 2 FG D 130.5 8.5 119.4 8.1 91%Pass
4/27/23 264B FG Maintenance Building Pad FG D 130.5 8.5 119.8 7.7 92%Pass
265B FG Building Pad 2 FG D 130.5 8.5 126.5 8.7 97%Pass
266B FG Building Pad 2 FG D 130.5 8.5 120.1 10.2 92%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
5/1/23 267B FG Building Pad 2 FG D 130.5 8.5 127.4 8.0 98%Pass
268B FG Building Pad 2 FG D 130.5 8.5 125.8 8.7 96%Pass
5/11/23 269B S Sewer Line Trench 60.0 C 124.4 8.6 118.5 8.0 95%Pass
270B S Sewer Line Trench 61.0 C 124.4 8.6 120.0 7.7 96%Pass
271B S Sewer Line Trench 63.0 C 124.4 8.6 123.0 7.6 99%Pass
5/13/23 272 S Sewer Line Trench 62.5 D 130.5 8.5 119.7 8.8 92%Pass
273 S Sewer Line Trench 62.5 D 130.5 8.5 118.5 7.5 91%Pass
274 S Sewer Line Trench 62.5 D 130.5 8.5 124.3 7.8 95%Pass
275A S Sewer Line Trench 61.0 D 130.5 8.5 122.0 9.1 93%Pass
5/18/23 276A S Sewer Line Trench 62.0 B 127.3 9.7 120.5 10.5 95%Pass
277A S Sewer Line Trench 63.0 B 127.3 9.7 121.4 11.4 95%Pass
5/25/23 278A FL Fire Line Trench 63.0 D 130.5 8.5 120.5 7.5 92%Pass
279A FL Fire Line Trench 61.5 D 130.5 8.5 122.7 9.8 94%Pass
280A FL Fire Line Trench 63.5 D 130.5 8.5 123.3 7.8 94%Pass
281A FL Fire Line Trench 60.5 D 130.5 8.5 118.6 9.8 91%Pass
282A FL Fire Line Trench 62.5 D 130.5 8.5 120.5 7.9 92%Pass
5/30/23 275B W Water Line Trench (Harding St. and Magnolia Ave.)60.0 C 124.4 8.6 118.6 7.8 95%Pass
5/31/23 284 JT Joint Utility Line Trench 61.0 C 124.4 8.6 120.9 8.7 97%Pass
285 JT Joint Utility Line Trench 61.0 C 124.4 8.6 122.6 8.3 99%Pass
286 JT Joint Utility Line Trench 61.0 C 124.4 8.6 120.4 9.4 97%Pass
287 JT Joint Utility Line Trench 61.0 C 124.4 8.6 119.5 9.7 96%Pass
6/1/23 288 W Water Line Trench (Harding St. and Magnolia Ave.)60.0 B 127.3 9.7 126.9 8.9 100%Pass
289 W Water Line Trench (Harding St. and Magnolia Ave.)60.0 B 127.3 9.7 124.6 9.7 98%Pass
290 W Water Line Trench (Harding St. and Magnolia Ave.)61.0 B 127.3 9.7 125.2 10.7 98%Pass
291 JT Joint Utility Line Trench 61.0 B 127.3 9.7 122.1 8.8 96%Pass
292 JT Joint Utility Line Trench 61.0 B 127.3 9.7 123.8 8.9 97%Pass
6/2/23 293 S Sewer (Plumbing) Line Trench 61.0 B 127.3 9.7 123.5 8.9 97%Pass
294 S Sewer (Plumbing) Line Trench 61.0 B 127.3 9.7 125.6 9.1 99%Pass
6/6/23 295 S Sewer (Plumbing) Line Trench 61.0 B 127.3 9.7 122.9 9.2 97%Pass
296 JT Joint Utility Line Trench 61.0 B 127.3 9.7 123.4 8.9 97%Pass
6/7/23 297 SD Storm Drain Line Trench 60.0 B 127.3 9.7 120.9 9.1 95%Pass
7/13/23 298 E Electrical (Communications) Line Trench (Carol Pl.)58.0 G 122.6 11.2 111.0 10.2 91%Pass
299 E Electrical (Communications) Line Trench (Carol Pl.)60.5 G 122.6 11.2 117.8 10.2 96%Pass
7/14/23 300 E Electrical (Communications) Line Trench (Carol Pl.)60.0 G 122.6 11.2 116.5 10.4 95%Pass
301 E Electrical (Communications) Line Trench (Carol Pl.)60.0 G 122.6 11.2 117.5 10.7 96%Pass
7/17/23 276B E Electrical Line Trench 61.0 D 130.0 8.5 124.7 10.5 96%Pass
277B E Electrical Line Trench 61.0 D 130.0 8.5 126.5 7.1 97%Pass
7/25/23 278B W Water Line Trench (Harding Street)62.0 D 130.0 8.5 126.1 8.9 97%Pass
279B W Water Line Trench (Harding Street)62.0 D 130.0 8.5 124.4 11.1 96%Pass
7/26/23 280B W Water Line Trench (Harding Street)62.0 D 130.0 8.5 117.2 9.6 90%Pass
281B W Water Line Trench (Harding Street)62.0 D 130.0 8.5 122.2 9.8 94%Pass
282B W Water Line Trench (Harding Street)62.0 D 130.0 8.5 120.4 10.4 93%Pass
7/27/23 283 W Water Line Trench (Harding Street)SG D 130.0 8.5 120.8 11.0 93%Pass
8/3/23 302 W Water Line Trench (Harding Street)SG B 127.3 9.7 121.7 9.6 96%Pass
303 W Water Line Trench (Harding Street)SG B 127.3 9.7 120.4 10.3 95%Pass
304 W Water Line Trench (Harding Street)SG B 127.3 9.7 121.3 10.1 95%Pass
8/7/23 305 W Water Line Trench (Harding Street)60.0 C 124.4 8.6 119.5 7.5 96%Pass
306 W Water Line Trench (Harding Street)60.0 C 124.4 8.6 120.6 7.7 97%Pass
307 W Water Line Trench (Harding Street)60.0 C 124.4 8.6 121.3 8.7 98%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
8/8/23 308 B Water Line Trench (Harding Street)B H 140.7 6.2 139.7 6.1 99%Pass
309 B Water Line Trench (Harding Street)B H 140.7 6.2 137.5 6.1 98%Pass
310 W Water Line Trench (Harding Street)61.0 C 124.4 8.6 116.0 7.7 93%Pass
8/9/23 311 W Water Line Trench (Harding Street)49.0 G 122.6 11.2 120.2 6.5 98%Pass
312 W Water Line Trench (Harding Street)50.0 G 122.6 11.2 121.1 10.1 99%Pass
313 W Water Line Trench (Harding Street)50.0 G 122.6 11.2 120.7 11.6 98%Pass
314 W Water Line Trench (Harding Street)50.0 G 122.6 11.2 119.9 9.8 98%Pass
8/10/23 315 B Water Line Trench (Harding Street)B E 121.3 12.4 120.0 12.1 99%Pass
316 B Water Line Trench (Harding Street)B E 121.3 12.4 119.6 10.9 99%Pass
8/11/23 317 B Water Line Trench (Harding Street)B E 121.3 12.4 118.9 13.0 98%Pass
318 B Water Line Trench (Harding Street)B E 121.3 12.4 118.5 12.8 98%Pass
8/17/23 319 W Water Line Trench 61.0 D 130.5 8.5 118.8 9.1 91%Pass
8/24/23 320 E Electrical Line Trench 62.0 D 130.5 8.5 121.9 10.1 93%Pass
321 E Electrical Line Trench 62.0 D 130.5 8.5 119.6 9.2 92%Pass
322 E Electrical Line Trench 63.0 D 130.5 8.5 122.5 10.0 94%Pass
8/31/23 323 G Gas Line Trench 163.0 B 127.3 9.7 123.2 8.7 97%Pass
324 G Gas Line Trench 163.0 C 124.4 8.6 118.4 8.2 95%Pass
325 G Gas Line Trench 163.0 C 124.4 8.6 115.3 8.8 93%Pass
326 G Gas Line Trench 163.0 C 124.4 8.6 117.1 9.5 94%Pass
9/13/23 327 E Electrical Line Trench 62.0 D 130.5 8.5 119.2 5.6 91%Pass
328 E Electrical Line Trench 62.0 D 130.5 8.5 118.1 6.1 90%Pass
9/14/23 329 JT Joint Utility Line Trench 60.0 D 130.5 8.5 122.9 10.1 94%Pass
330 JT Joint Utility Line Trench 62.0 D 130.5 8.5 120.4 10.4 92%Pass
331 G Gas Line Trench 60.0 D 130.5 8.5 123.3 9.7 94%Pass
9/15/23 332 G Gas Line Trench 60.0 D 130.5 8.5 119.2 8.9 91%Pass
333 G Gas Line Trench 61.5 D 130.5 8.5 120.5 9.4 92%Pass
9/18/23 334 G Gas Line Trench (Carol Place)61.5 D 130.5 8.5 118.0 9.0 90%Pass
335 G Gas Line Trench (Carol Place)61.5 F 137.2 6.9 130.8 5.9 95%Pass
9/19/23 336 JT Joint Utility Line Trench (Harding Street)61.0 C 124.4 8.6 115.3 7.7 93%Pass
337 JT Joint Utility Line Trench (Harding Street)61.0 F 137.2 6.9 132.1 5.9 96%Pass
9/26/23 352 G Gas Line Trench 60.0 D 130.5 8.5 117.6 7.6 90%Pass
353 G Gas Line Trench 60.0 D 130.5 8.5 118.1 8.5 90%Pass
354 G Gas Line Trench 62.0 D 130.5 8.5 119.6 9.1 92%Pass
355 G Gas Line Trench 63.0 D 130.5 8.5 117.8 8.3 90%Pass
356 G Gas Line Trench 63.0 D 130.5 8.5 118.1 8.5 90%Pass
9/28/23 338 E Electrical (Communication) Line Trench 60.0 D 130.5 8.5 117.5 10.0 90%Pass
339 E Electrical (Communication) Line Trench 61.0 G 122.6 11.2 120.0 8.5 98%Pass
AC-29 AC Water Line Trench FS AC-B 144.8 N/A 141.8 N/A 98%Pass
AC-30 AC Water Line Trench FS AC-B 144.8 N/A 142.2 N/A 98%Pass
AC-31 AC Water Line Trench FS AC-B 144.8 N/A 142.0 N/A 98%Pass
AC-32 AC Water Line Trench FS AC-B 144.8 N/A 141.2 N/A 98%Pass
AC-33 AC Water Line Trench FS AC-B 144.8 N/A 143.0 N/A 99%Pass
AC-34 AC Water Line Trench FS AC-B 144.8 N/A 142.6 N/A 98%Pass
AC-35 AC Water Line Trench FS AC-B 144.8 N/A 142.4 N/A 98%Pass
AC-36A AC Water Line Trench FS AC-B 144.8 N/A 142.8 N/A 99%Pass
9/29/23 348 E Electrical (Communications) Line Trench 61.0 C 124.4 8.6 117.0 9.7 94%Pass
349 E Electrical (Communications) Line Trench 61.0 C 124.4 8.6 114.8 8.8 92%Pass
350 E Electrical (Communications) Line Trench 61.0 C 124.4 8.6 122.9 7.6 99%Pass
351 E Electrical (Communications) Line Trench 61.0 F 137.2 6.9 130.9 8.8 95%Pass
10/2/23 357 E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 120.0 8.7 92%Pass
358 E Electrical (Communications) Line Trench 61.0 G 122.6 11.2 121.6 11.8 99%Pass
10/3/23 359 E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 119.4 7.5 91%Pass
360 E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 118.9 9.6 91%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
361 E Electrical (Communications) Line Trench 61.0 G 122.6 11.2 120.6 13.2 98%Pass
362 E Electrical (Communications) Line Trench 61.0 G 122.6 11.2 121.6 11.7 99%Pass
Can't find gasline next to Building 5
10/4/23 363A G Gas Line Trench 62.0 G 122.6 11.2 118.1 12.7 96%Pass
364A G Gas Line Trench 62.0 G 122.6 11.2 119.2 11.2 97%Pass
365A G Gas Line Trench 61.0 D 130.5 8.5 119.2 13.5 91%Pass
366A G Gas Line Trench FG G 122.6 11.2 121.4 10.5 99%Pass
367A G Gas Line Trench FG G 122.6 11.2 120.7 10.5 98%Pass
10/5/23 363B E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 117.9 7.5 90%Pass
364B E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 122.7 8.4 94%Pass
365B E Electrical (Communications) Line Trench 61.0 G 122.6 11.2 119.9 10.2 98%Pass
10/6/23 366B S Sewer Line Trench 63.0 D 130.5 8.5 127.7 9.4 98%Pass
367B S Sewer Line Trench 62.0 D 130.5 8.5 125.9 8.4 96%Pass
368 S Sewer Line Trench 60.5 D 130.5 8.5 122.7 8.9 94%Pass
369 S Sewer Line Trench 63.0 D 130.5 8.5 127.1 8.9 97%Pass
370 E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 121.8 9.7 93%Pass
371 E Electrical (Communications) Line Trench 60.0 D 130.5 8.5 118.8 7.6 91%Pass
372 E Electrical (Communications) Line Trench 61.0 G 122.6 11.2 116.6 11.7 95%Pass
373 E Electrical (Communications) Line Trench 60.5 D 130.5 8.5 119.7 7.5 92%Pass
10/10/23 374 E Electrical Line Trench 59.0 B 127.3 9.7 115.5 9.7 91%Pass
375 E Electrical Line Trench 59.5 B 127.3 9.7 119.2 12.3 94%Pass
376 E Electrical Line Trench 60.5 G 122.6 11.2 116.4 11.2 95%Pass
377 E Electrical Line Trench 59.5 B 127.3 9.7 117.5 8.7 92%Pass
378 E Electrical Line Trench 60.5 G 122.6 11.2 119.4 11.4 97%Pass
10/11/23 379 E Electrical Line Trench 50.5 D 130.5 8.5 124.7 8.2 96%Pass
380 E Electrical Line Trench 50.5 D 130.5 8.5 122.3 9.3 94%Pass
381 E Electrical Line Trench 60.5 G 122.6 11.2 116.0 11.2 95%Pass
10/13/23 382A E Electrical Line Trench 61.0 D 130.5 8.5 125.5 11.4 96%Pass
383A E Electrical Line Trench 61.0 D 130.5 8.5 124.0 11.0 95%Pass
10/18/23 382B JT Joint Utility Line Trench 63.0 B 127.3 9.7 124.0 9.0 97%Pass
10/19/23 383B JT Joint Utility Line Trench 63.0 C 124.4 8.6 122.0 9.1 98%Pass
384 MG Parking Area 62.0 C 124.4 8.6 118.6 9.3 95%Pass
385 MG Parking Area 62.0 C 124.4 8.6 121.6 9.5 98%Pass
386 MG Parking Area 62.6 C 124.4 8.6 119.5 9.1 96%Pass
387 MG Parking Area 63.5 C 124.4 8.6 116.8 10.2 94%Pass
10/20/23 388 MG Parking Area 62.5 B 127.3 9.7 122.6 9.8 96%Pass
389 MG Parking Area 62.5 C 124.4 8.6 127.1 8.9 102%Pass
390 MG Parking Area 62.5 C 124.4 8.6 119.6 9.5 96%Pass
10/24/23 391 MG Parking Area 62.0 D 130.5 8.5 124.4 8.4 95%Pass
392 MG Parking Area 62.0 D 130.5 8.5 122.8 8.1 94%Pass
10/25/23 393 MG Drive Aisle 62.0 C 124.4 8.6 122.6 9.0 99%Pass
394 MG Drive Aisle 62.0 C 124.4 8.6 119.6 8.2 96%Pass
395 MG Drive Aisle 62.0 C 124.4 8.6 121.1 10.1 97%Pass
10/26/23 396 MG Drive Aisle 62.0 C 124.4 8.6 118.6 9.7 95%Pass
397 W Water Line Trench 63.0 B 127.3 9.7 119.6 9.0 94%Pass
11/3/23 398 W Water Line Trench 63.0 C 124.4 8.6 124.8 8.7 100%Pass
399 W Water Line Trench 63.0 C 124.4 8.6 122.1 9.3 98%Pass
11/7/23 400 MG Parking Area 63.5 C 124.4 8.6 122.9 8.7 99%Pass
401 MG Parking Area 63.5 C 124.4 8.6 121.8 9.1 98%Pass
11/13/23 402 W Water Line Trench 61.5 B 127.3 9.7 125.4 9.1 99%Pass
403 W Water Line Trench 61.5 B 127.3 9.7 124.8 8.9 98%Pass
11/27/23 404 SW Sidewalk FG D 130.5 8.5 124.5 9.8 95%Pass
405 SW Sidewalk FG D 130.5 8.5 124.9 8.5 96%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
11/28/23 406 SW Sidewalk FG D 130.5 8.5 127.4 9.3 98%Pass
11/29/23 407 SW Sidewalk FG D 130.5 8.5 126.9 10.2 97%Pass
11/30/23 408 SW Sidewalk FG D 130.5 8.5 128.6 8.9 99%Pass
12/4/23 409 SW Sidewalk FG G 122.6 11.2 118.6 11.5 97%Pass
410 SW Sidewalk FG G 122.6 11.2 116.8 12.8 95%Pass
12/5/23 411 SW Sidewalk FG C 124.4 8.6 121.9 10.1 98%Pass
412 SW Sidewalk FG C 124.4 8.6 118.3 9.8 95%Pass
413 SW Sidewalk FG C 124.4 8.6 122.4 8.1 98%Pass
12/6/23 414 MG Curb and Gutter 61.5 B 127.3 9.7 118.0 9.0 93%Pass
415 CG Curb and Gutter SG B 127.3 9.7 121.0 8.8 95%Pass
12/11/23 416 JT Joint Utility Line Trench 62.0 B 127.3 9.7 119.4 8.9 94%Pass
12/12/23 417 JT Joint Utility Line Trench 62.5 B 127.3 9.7 117.6 10.1 92%Pass
12/13/23 418 W Water Line Trench 63.0 B 127.3 9.7 119.6 10.2 94%Pass
12/14/23 419 W Water Line Trench 63.0 B 127.3 9.7 121.4 9.4 95%Pass
420 W Water Line Trench 62.5 B 127.3 9.7 123.1 9.7 97%Pass
12/17/23 421 W Water Line Trench 63.0 C 124.4 8.6 120.6 9.8 97%Pass
422 W Water Line Trench 62.5 C 124.4 8.6 122.1 10.3 98%Pass
12/19/23 423 W Water Line Trench 62.0 C 124.4 8.6 117.9 10.4 95%Pass
12/20/23 424 E Electrical Line Trench 62.5 C 124.4 8.6 119.5 8.9 96%Pass
12/26/23 425 E Electrical Line Trench 62.5 C 124.4 8.6 122.7 10.0 99%Pass
426 SW Sidewalk FG C 124.4 8.6 122.9 9.7 99%Pass
12/27/23 427 SG Drive Aisle SG B 127.3 9.7 120.6 10.2 95%Pass
428 SG Parking Area SG B 127.3 9.7 122.3 9.8 96%Pass
12/28/23 429 MG Drive Aisle 62.0 B 127.3 9.7 119.6 9.8 94%Pass
430 SG Drive Aisle SG B 127.3 9.7 122.5 10.2 96%Pass
431 SG Drive Aisle SG B 127.3 9.7 121.9 10.5 96%Pass
12/29/23 432 MG Drive Aisle 62.0 D 130.5 8.5 122.3 8.9 94%Pass
433 MG Drive Aisle 62.0 D 130.5 8.5 123.1 7.8 94%Pass
434 B Drive Aisle B G 122.6 11.2 119.9 11.8 98%Pass
435 W Water Line Trench 63.0 G 122.6 11.2 118.3 12.1 96%Pass
1/2/24 436 B Drive Aisle B G 122.6 11.2 118.8 10.5 97%Pass
1/3/24 437 W Water Line Trench 63.0 C 124.4 8.6 123.1 9.3 99%Pass
1/4/24 438 B Drive Aisle B E 121.3 12.4 120.1 12.0 99%Pass
439 B Parking Area B E 121.3 12.4 120.5 12.0 99%Pass
440 B Drive Aisle B E 121.3 12.4 120.5 12.5 99%Pass
1/5/24 AC-36B AC Drive Aisle FS AC-B 144.8 N/A 142.6 N/A 98%Pass
AC-36C AC Drive Aisle FS AC-B 144.8 N/A 140.8 N/A 97%Pass
AC-36D AC Drive Aisle FS AC-B 144.8 N/A 141.5 N/A 98%Pass
1/8/24 444 E Electrical Line Trench 64.0 B 127.3 9.7 122.6 10.3 96%Pass
1/9/24 445 SW Sidewalk FG B 127.3 9.7 122.6 10.3 96%Pass
446 E Electrical Line Trench 63.0 C 124.4 8.6 122.3 9.8 98%Pass
1/10/24 447 CG Curb and Gutter SG C 124.4 8.6 122.6 10.1 99%Pass
448 E Electrical Line Trench 62.0 C 124.4 8.6 119.6 9.9 96%Pass
1/12/24 449 SW Sidewalk FG C 124.4 8.6 120.9 7.9 97%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
1/16/24 450 B Sidewalk (Carol Place)B G 122.6 11.2 116.6 12.6 95%Pass
1/17/24 451 B Sidewalk (Carol Place)B G 122.6 11.2 116.7 10.4 95%Pass
452 B Parking Area B G 122.6 11.2 117.6 11.3 96%Pass
1/19/24 453 RW Retaining Wall Footing 62.0 C 124.4 8.6 119.3 10.1 96%Pass
454 CG Curb and Gutter SG B 127.3 9.7 121.6 10.3 96%Pass
1/24/24 455 SW Sidewalk FG B 127.3 9.7 123.1 9.6 97%Pass
1/25/24 456 B Carol Place B G 122.6 11.2 118.6 10.2 97%Pass
1/26/24 AC-37 AC Harding Street FS G 122.6 11.2 120.0 10.3 98%Pass
458 B Carol Place B G 122.6 11.2 122.1 10.9 100%Pass
AC-38 AC Harding Street FS G 122.6 11.2 121.2 10.3 99%Pass
3/4/24 441 SW Sidewalk FG C 124.4 8.6 119.7 9.5 96%Pass
442 SW Sidewalk FG C 124.4 8.6 122.6 8.7 99%Pass
443 SW Sidewalk FG C 124.4 8.6 123.0 8.8 99%Pass
444 SW Sidewalk FG C 124.4 8.6 118.8 9.9 95%Pass
445 SW Sidewalk FG C 124.4 8.6 120.1 8.6 97%Pass
3/14/24 459 JT Joint Utility Line Trench 61.0 C 124.4 8.6 117.4 9.1 94%Pass
460 JT Joint Utility Line Trench 62.0 C 124.4 8.6 114.7 11.3 92%Pass
461 JT Joint Utility Line Trench 62.0 C 124.4 8.6 114.6 8.7 92%Pass
462 JT Joint Utility Line Trench 62.5 C 124.4 8.6 114.6 10.5 92%Pass
3/15/24 463 E Electrical Line Trench 64.0 C 124.4 8.6 118.0 8.0 95%Pass
464 E Electrical Line Trench 63.0 C 124.4 8.6 120.1 9.6 97%Pass
465 E Electrical Line Trench 64.0 C 124.4 8.6 118.2 12.1 95%Pass
466 E Electrical Line Trench 62.0 C 124.4 8.6 115.5 10.3 93%Pass
AC-39 AC Parking Area FS AC-C 149.1 N/A 146.7 N/A 98%Pass
AC-40 AC Parking Area FS AC-C 149.1 N/A 149.3 N/A 100%Pass
AC-41 AC Parking Area FS AC-C 149.1 N/A 146.5 N/A 98%Pass
AC-42 AC Parking Area FS AC-C 149.1 N/A 146.7 N/A 98%Pass
AC-43 AC Parking Area FS AC-C 149.1 N/A 142.8 N/A 96%Pass
AC-44 AC Parking Area FS AC-C 149.1 N/A 143.0 N/A 96%Pass
AC-45 AC Parking Area FS AC-C 149.1 N/A 143.8 N/A 96%Pass
AC-46 AC Parking Area FS AC-C 149.1 N/A 142.9 N/A 96%Pass
3/18/24 AC-47 AC Carol Place and Jefferson Street FS AC-D 145.4 N/A 142.9 N/A 98%Pass
AC-48 AC Carol Place and Jefferson Street FS AC-D 145.4 N/A 142.4 N/A 98%Pass
AC-49 AC Carol Place FS AC-D 145.4 N/A 142.0 N/A 98%Pass
AC-50 AC Carol Place FS AC-D 145.4 N/A 143.1 N/A 98%Pass
AC-51 AC Carol Place FS AC-D 145.4 N/A 142.5 N/A 98%Pass
AC-52 AC Carol Place FS AC-D 145.4 N/A 142.5 N/A 98%Pass
3/19/24 AC-53 AC Driveway Entrance FS AC-D 145.4 N/A 142.4 N/A 98%Pass
AC-54 AC Driveway Entrance FS AC-D 145.4 N/A 142.0 N/A 98%Pass
AC-55 AC Driveway Entrance FS AC-D 145.4 N/A 143.8 N/A 99%Pass
AC-56 AC Driveway Entrance FS AC-D 145.4 N/A 144.3 N/A 99%Pass
AC-57 AC Driveway Entrance FS AC-D 145.4 N/A 142.0 N/A 98%Pass
AC-58 AC Drive Aisle FS AC-D 145.4 N/A 141.5 N/A 97%Pass
AC-59 AC Drive Aisle FS AC-D 145.4 N/A 143.3 N/A 99%Pass
AC-60 AC Parking Area FS AC-D 145.4 N/A 144.0 N/A 99%Pass
AC-61 AC Parking Area FS AC-D 145.4 N/A 142.4 N/A 98%Pass
AC-62 AC Parking Area FS AC-D 145.4 N/A 141.8 N/A 98%Pass
AC-63 AC Parking Area FS AC-D 145.4 N/A 144.8 N/A 100%Pass
AC-64 AC Parking Area FS AC-D 145.4 N/A 143.0 N/A 98%Pass
AC-65 AC Parking Area FS AC-D 145.4 N/A 141.9 N/A 98%Pass
AC-66 AC Parking Area FS AC-D 145.4 N/A 141.2 N/A 97%Pass
AC-67 AC Parking Area FS AC-D 145.4 N/A 142.1 N/A 98%Pass
AC-68 AC Parking Area FS AC-D 145.4 N/A 145.0 N/A 100%Pass
AC-69 AC Parking Area FS AC-D 145.4 N/A 141.8 N/A 98%Pass
AC-70 AC Parking Area FS AC-D 145.4 N/A 141.2 N/A 97%Pass
AC-71 AC Parking Area FS AC-D 145.4 N/A 141.9 N/A 98%Pass
3/20/24 AC-72 AC Parking Area FS AC-D 145.4 N/A 142.3 N/A 98%Pass
AC-73 AC Drive Aisle FS AC-D 145.4 N/A 140.7 N/A 97%Pass
NOVA Services, Inc.
Pacific Wind
Carlsbad, CA
May 2024
NOVA Project No. 1022197
Test Test Soil Rel.Pass/
Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTS
TABLE II
AC-74 AC Drive Aisle FS AC-D 145.4 N/A 141.1 N/A 97%Pass
AC-75 AC Drive Aisle FS AC-D 145.4 N/A 142.7 N/A 98%Pass
AC-76 AC Parking Area FS AC-D 145.4 N/A 143.2 N/A 98%Pass
AC-77 AC Drive Aisle FS AC-D 145.4 N/A 142.9 N/A 98%Pass
AC-78 AC Parking Area FS AC-D 145.4 N/A 141.7 N/A 97%Pass
AC-79 AC Drive Aisle FS AC-D 145.4 N/A 139.4 N/A 96%Pass
AC-80 AC Drive Aisle FS AC-D 145.4 N/A 141.7 N/A 97%Pass
AC-81 AC Drive Aisle FS AC-D 145.4 N/A 142.8 N/A 98%Pass
AC-82 AC Parking Area FS AC-D 145.4 N/A 142.6 N/A 98%Pass
AC-83 AC Drive Aisle FS AC-D 145.4 N/A 138.9 N/A 96%Pass
AC-84 AC Drive Aisle FS AC-D 145.4 N/A 140.2 N/A 96%Pass
3/21/24 AC-85 AC Drive Aisle FS AC-D 145.4 N/A 143.1 N/A 98%Pass
AC-86 AC Parking Area FS AC-D 145.4 N/A 143.1 N/A 98%Pass
AC-87 AC Parking Area FS AC-D 145.4 N/A 140.4 N/A 97%Pass
AC-88 AC Drive Aisle FS AC-D 145.4 N/A 141.5 N/A 97%Pass
AC-89 AC Parking Area FS AC-D 145.4 N/A 142.7 N/A 98%Pass
AC-90 AC Drive Aisle FS AC-D 145.4 N/A 141.0 N/A 97%Pass
AC-91 AC Harding Street FS AC-D 145.4 N/A 140.8 N/A 97%Pass
AC-92 AC Harding Street FS AC-D 145.4 N/A 141.1 N/A 97%Pass
AC-93 AC Harding Street FS AC-D 145.4 N/A 141.0 N/A 97%Pass
AC-94 AC Harding Street FS AC-D 145.4 N/A 142.1 N/A 98%Pass
AC-95 AC Harding Street FS AC-D 145.4 N/A 142.4 N/A 98%Pass
AC-96 AC Harding Street FS AC-D 145.4 N/A 141.3 N/A 97%Pass
AC-97 AC Harding Street FS AC-D 145.4 N/A 143.0 N/A 98%Pass
AC-98 AC Harding Street FS AC-D 145.4 N/A 139.1 N/A 96%Pass
AC-99 AC Harding Street FS AC-D 145.4 N/A 140.9 N/A 97%Pass
AC-100 AC Harding Street and Magnolia Avenue FS AC-D 145.4 N/A 143.1 N/A 98%Pass
AC-101 AC Harding Street and Magnolia Avenue FS AC-D 145.4 N/A 144.0 N/A 99%Pass
AC-102 AC Harding Street and Magnolia Avenue FS AC-D 145.4 N/A 143.4 N/A 99%Pass
AC-103 AC Magnolia Avenue FS AC-D 145.4 N/A 140.3 N/A 96%Pass
AC-104 AC Magnolia Avenue FS AC-D 145.4 N/A 139.1 N/A 96%Pass
NOVA Services, Inc.
Report of As-Graded Geotechnical and Geologic Conditions
Pacific Wind, Harding Street and Carol Place, Carlsbad, CA
NOVA Project No. 1022197
May 29, 2024
ATTACHMENT 2
PLATES
As-Graded Geologic and Geotechnical Conditions
Pacific Wind
Harding Street and Carol Place, Carlsbad, California
Permit No. GR2021-0028
58.5'
58.5'
58'
158
af1Qop
59'
59'
59'
60'
AC-93
380
379
381
278B
302
384
385 386
387 388
389 390
391 392
394
393
395
396
359360 361362
370
371
372 373
374
375
376
378
377
349
382A
382B
383A
383B1
219 220 221
216
215211
207
224 223 222210208
225 226
227
228
2
3
4
6
5
7
8
9
10
11
12
13
14
15
16
17
18 19
20
23
24
93 90 84
86
82
89
85
83
92
91
88
87
97
96
35
36
37
38
48
50
103
238239
240
193
194
202
209
136A
139A
156155
157
159
160 161 163 164 165
166
167
168
169
170
171
175
173
174
151A
153A
152A
154A
155A
176
177
178
179 180
181
182
183
184A
185A
186A
184B
185B
187B
188A
189A
190A
191A
192A
af
Qop
af
Qop
206
AC-102
AC-94
AC-97 AC-96
AC-95
AC-91
AC-92
AC-93
AC-87
AC-86
AC-85
AC-88
AC-89
AC-90
AC-101
AC-100
AC-71
AC-63
269B
271B281B282B
284 285
288
289
290
307
294
303
304
309
311
312
313 314
323
325
326
332
AC-29
AC-30
AC-72
AC-73
AC-74
AC-75
AC-76
AC-77 AC-84
AC-83
AC-82
AC-81
AC-80
AC-78
AC-79
AC-103
AC-104
466461
413
426
414
425
411
420
AC-8
AC-10
412
402
415
416
418
419
437
427
428
438
421
423
424
435
439
454
398
397
280B
af
Qopaf
Qop
145A
144A
138B
AC-44
449
AC-36B
AC-36C
AC-36D
270B
275A
274
272 273
275B
295
296
278 279B 283
305
308
310
316
317
318
315
319
329
330
337
336 AC-31
AC-32141B
143C
AC-20
AC-36AAC-33 AC-34 AC-35
AC-12
AC-13AC-9 AC-14
AC-26
AC-27
AC-28
367A
365A
364A
363A
320 321
322
142G
364B
143B
365B
363B
293
149B146
AC-21
AC-15
147139B
144B
145B
AC-16
AC-17AC-18
AC-23-25
AC-19
AC-22 AC-11
188B
189B
140B
162
172
282A
281A280A
Qop
60.8'
af
Qop
af
Qop
366A
306
453
348
0 40'80'
NW
EN
S
4373 Viewridge Avenue, Suite B
San Diego, CA 92123
P: 858.292.7575
16610 Aston Street
Irvine, CA 92606
P: 949.388.7710
NOVA
PA
C
I
F
I
C
W
I
N
D
HA
R
D
I
N
G
S
T
R
E
E
T
A
N
D
C
A
R
O
L
P
L
A
C
E
CA
R
L
S
B
A
D
,
C
A
L
I
F
O
R
N
I
A
GEOTECHNICAL
MATERIALS
SPECIAL INSPECTION
DVBE
www.usa-nova.com
PROJECT NO.:
DATE:
DRAWN BY:
REVIEWED BY:
1022197
MAY 2024
DTJ
WM
AS-GRADED
GEOTECHNICAL MAP
DRAWING TITLE:
SCALE:1"=40'
PLATE NO.1 OF 2
SBE SDVOSB SLBE
KEY TO SYMBOLS
Qop OLD PARALIC DEPOSITS
58.5'
APPROXIMATE LOCATION OF
IN-PLACE DENSITY TESTS
466
APPROXIMATE ELEVATION
AT EXCAVATION BOTTOM
APPROXIMATE LIMITS OF
REMEDIAL GRADING FOR
BUILDINGS
af
APPROXIMATE LIMITS OF
ENGINEERED
COMPACTED FILL
COMPACTED FILL (NOVA)
58'
56'
58.5'
58.5'
58'
58'
60'
58'
61'
21
22
25
26
27
28
29
30
33
34264B
3941
40
60
42
43
44
45
46
47
450
51
52
53
54
55
56
57
58
61
62
63
64
65
68
69
70
71
72
73
74
75
76
79
98
99
100
101
102
103
107
108
243
233
229
241
230
242
244
231232
246 248
245 247237
235
236
234
253
254
255
256
257
258
259
260
261
262
263
264A
265A
266A
267A
268A
269A
270A
194
195
196
197
198
199 200 201
202
203
204
205
212
213
214
137A
138
139
135A
138A
139A
140A
120
119
121
118
114
116
115
122123
124125126
128
127
130129
156A
157A
186B
187A
af
Qop
af
Qop
AC-1
AC-6
AC-2
AC-3
AC-5
AC-4
AC-7
191B
192B
190B
af
Qop
265B
266B
267B
268B
94
95
AC-53
AC-54
AC-55
AC-56
AC-60
AC-58AC-59
AC-61
AC-62
AC-67
AC-57
AC-64
AC-68
AC-65
AC-66
AC-70
AC-71
AC-69
AC-63
66
67
271A
298
299
300
301
369
368
333
324
AC-80
464
463
465
460
462
466461
429
431
430
111
420
31
32
78
77
80 81
84 85
104
105
106
109
110
112
113
131
132 133
134
404
400
401
403
410
417
422
424
432
433
407
409
434
436
440
446
447
448
451
452
399
405
217
218
279A
137
136
135
140
141
142A
142C
142B
142D
141A
142F
143A
459
441 442
443
445
AC-49
AC-50
AC-52
AC-48
AC-47
AC-51
AC-40AC-39
AC-42
AC-41
AC-43
AC-45
AC-46
AC-38
458
AC-37
456
455
276A
277A
278A
286
287
297
327
328
331
335
334
353354355
356
322
59
188B
189B
142E
406
367B
49
276B
277B
291
292
af
Qop
af
Qop
af
Qop
af
Qop
af
Qop
60.8'
60.8'
117
408
352
444
366B
4373 Viewridge Avenue, Suite B
San Diego, CA 92123
P: 858.292.7575
NOVA
GEOTECHNICAL
MATERIALS
SPECIAL INSPECTION
DVBE
www.usa-nova.com
PROJECT NO.:
DATE:
DRAWN BY:
REVIEWED BY:
1022197
MAY 2024
DTJ
WM
DRAWING TITLE:
SCALE:1"=40'
PLATE NO.2 OF 2
SBE SDVOSB SLBE
0 40'80'
KEY TO SYMBOLS
NW
EN
S
PA
C
I
F
I
C
W
I
N
D
HA
R
D
I
N
G
S
T
R
E
E
T
A
N
D
C
A
R
O
L
P
L
A
C
E
CA
R
L
S
B
A
D
,
C
A
L
I
F
O
R
N
I
A
AS-GRADED
GEOTECHNICAL MAP
Qop OLD PARALIC DEPOSITS
58.5'
APPROXIMATE LOCATION OF
IN-PLACE DENSITY TESTS
466
APPROXIMATE ELEVATION
AT EXCAVATION BOTTOM
APPROXIMATE LIMITS OF
REMEDIAL GRADING FOR
BUILDINGS
af COMPACTED FILL (NOVA)
APPROXIMATE LIMITS OF
ENGINEERED
COMPACTED FILL
16610 Aston Street
Irvine, CA 92606
P: 949.388.7710