HomeMy WebLinkAboutCDP 2020-0027; MATTHEW RESIDENCE; FINAL SOILS REPORT; 2025-08-21EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
TEL.619-258-7901
Arvin & Sepideh Matthew
215 Montclair Drive
Danville, California 94526
Subject:
References:
Final As--Graded Soil Report for Proposed Two-Story,
Single-Family Residence
5511 Los Robles Drive
Carlsbad, CA 92008
See Attached
Dear Mr. & Mrs. Matthew:
August 21, 2025
Project No. 20-1126G3
In accordance with your request, this report has been prepared as a final as-graded soils report for the
proposed two-story, single-family residence located at 5511 Los Robles Drive, in the City of Carlsbad;
California
Based on our field observations and attached Report of Field Density Tests (See Reference 2), it is our
opinion that the soil engineering and engineering geologic aspects of the site grading are in accordance
with the referenced geotechnical report (See Reference 5), local grading ordinances and the project
grading plans. In addition, the footing excavations, soil expansion characteristics and soil bearing
capacity are all in conformance with the approved plans and specifications.
This opportunity to be of service is appreciated. If you have any questions, please do not hesitate to call
or contact us.
Respectfully Submitted,
Mamadou Saliou iallo, P.E.
RCE 54071, GE 2704
Attachment: References
Final As-Graded Soil Report for Proposed Two-Story,
Single-Family Residence
551 I Los Robles Drive
Carlsbad, California 92008
REFERENCES
Page2
August 21, 2025
Project No. 20-1126G3
1. "Observation of Foundation Excavations for Proposed Two-Story, Single-Family
Residence, 5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-1106E6,
Prepared by East County Soil Consultation and Engineering, Inc., Dated May 31, 2022.
2. "Report of Fill Compaction Tests for Proposed Two-Story, Single-Family Residence,
5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-1106E6, Prepared
by East County Soil Consultation and Engineering, Inc., Dated April 13, 2022.
3. "Review of Foundation Drawings, Plans and Details for Proposed Two-Story, Single-
Family Residence, 5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-
1106E6, Prepared by East County Soil Consultation and Engineering, Inc., Dated July 27,
2021.
4. "Response to Third-Party Geotechnical Review for Proposed Two-Story, Single-Family
Residence, 5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-1106E6,
Prepared by East County Soil Consultation and Engineering, Inc., Dated July 27, 2021.
5. "Geotechnical Investigation for Proposed Two-Story, Single-Family Residence, 5511 Los
Robles Drive, Carlsbad, California 92008", Project No. 20-112603, Prepared by East
County Soil Consultation and Engineering, Inc., Dated February 10, 2020.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Arvin & Sepideh Matthew
215 Montclair Drive
Danville, California 94526
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
TEL. 619-258-7901
April 13, 2022
Project No. 20-l 126G3
Subject: Report of Fill Compaction Tests for Proposed Two-Story, Single-Family
Residence
5511 Los Robles Drive
Carlsbad, CA 92008
References: See Attached
Dear Mr. & Mrs. Matthew:
This report presents the results of fill compaction tests performed on the building pad for the
proposed single-family r.esidence at the subject site.
Site grading was conducted between March 14 and April 4, 2022 under the observation and
testing of a representative of East County Soil Consultation & Engineering Inc. The subgrade
soils within the building areas and to a distance of at least 5 feet outside building limits of the
proposed single-family residence were removed to a depth of 2 feet and replaced with compacted
fill .
Fill soils consisting of on-site and imported silty sand were placed in 6 to 8-inch-thick lifts,
moisture-conditioned to near optimum moisture content and compacted in excess of 90 percent
relative compaction. Compaction was achieved with the aid of vibratory sheepsfoot roller.
In-place field density tests were performed on the compacted fill in accordance with ASTM
D1556 (Sand Cone Method). The results of the field density tests and fill compaction values are
presented on Table 1, Fill Compaction Test Results. Results of laboratory maximum density tests
of the fill soils are presented on Table 2, Laboratory Maximum Density Test Results. The
approximate field density/fill compaction test locations are shown on Figure 1.
Report of Fill Compaction Tests for Proposed Two-Story, Single-Family
Residence
5S11 Los Robles Drive
Carlsbad, California 92008
Page2
April 13, 2022
Project No. 20-1126G3
Based on our field observations and fill compaction test results, it is our opinion that the grading
and fill compaction were performed in accordance with the referenced geotechnical report
(Reference No. 3) and local grading ordinances.
This opportunity to be of service is appreciated. If you have any questions, or we can be of
further service, please do not hesitate to call or contact us.
,
it-'.'· ou s_ a 1<<<' ~t
E 2704
J J.,. J t-2
Mamadou Saliou Diallo, P.E.
RCE 54071, GE 2704
MSD/md
Attachments: Tables 1, 2 and Figure 1 and References
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Report of Fill Compaction Tests for Proposed Two-Story, Single-Family
Residence
5511 Los Robles Drive
Carlsbad, California 92008
TABLE 1
FILL COMPACTION TEST RESULTS
TEST SOIL FILL FIELD FIELD MAXIMUM
NO. TYPE DEPTH MOISTURE DRY DRY
(FEET) CONTENT DENSITY DENSITY
(%) <PCF) <PCF)
1 1 1 5 9.0 126.3 132 0
2 1 1.5 7.8 128.8 132.0
3 1 1.5 8.9 120.6 132.0
4 1 1.5 8.7 121.9 132.0
5 1 2FG 7.9 125.8 132.0
6 2 3 FG 5.7 128.7 135.0
7 2 3 FG 6.1 129.8 135.0
8 2 3 FG 4.2 125.2 135.0
FG = FINISHED GRADE
TABLE 2
PageJ
April 13, 2022
Project No. 20-1126G3
FILL
COMPACTION
(%)
96
98
91
92
95
95
96
93
LABORATORY MAXIMUM DENSITY TEST RESULTS
ASTM D1557
SOIL SOIL MAXIMUM OPTJMUM
TYP DESCRIPTION DRY DENSITY MOISTURE
E (PCF) CONTENT
(%)
1 DARK REDDISH BROWN, SILTY SAND 132.0 8.0
2 GRAY, SILTY SAND (IMPORT) 135.0 7.0
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Report of Fill Compaction Tests for Proposed Two-Story, Single-Family
Residence
5511 Los Robles Drive
Carlsbad, California 92008
FIGURE 1
Page 4
April 13, 2022
Project No. 20-1126G3
LOCATIONS Of FIELD DENSITY/FILL CO1\1PACTION TESTS
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, Th C.
Report of Fill Compaction Tests for Proposed Two-Story, Single-Family
Residence
5511 Los Robles Drive
Carlsbad, California 92008
REFERENCES
Pages
April 13, 2022
Project No. 20-1126G3
1. "Review of Foundation Drawings, Plans and Details for Proposed Two-Story, Single-
Family Residence, 5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-
1106E6, Prepared by East County Soil Consultation and Engineering, Inc., Dated July 27,
2021.
2. "Response to Third-Party Geotechnical Review for Proposed Two-Story, Single-Family
Residence, 5511 Los Robles Drive, Carlsbad, California 92008", Project No. 20-1106E6,
Prepared by East County Soil Consultation and Engineering, Inc., Dated July 27, 2021 .
3. "Geotechnical Investigation for Proposed Two-Story, Single-Family Residence, 5511 Los
Robles Drive, Carlsbad, California 92008", Project No. 20-1126G3 , Prepared by East
County Soil Consultation and Engineering, Inc., Dated February 10, 2020 .
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.