HomeMy WebLinkAboutSDP 16-03; CARLSBAD OAKS LOT 7; FINAL SOILS REPORT; 2018-11-06
G E O T E C H N I C A L ■ M A T E R I A L S ■ S P E C I A L I N S P E C T I O N S
S B E ■ S L B E ■ S C O O P
4373 Viewridge Avenue, Ste. B San Diego, CA 92123 858.292.7575
Mr. Jim Jacob November 6, 2018 RAF Pacifica NOVA Project No. 1017858 111 C Street, Suite 200 Encinitas, CA 92024 Attention: Mr. Jim Jacob Subject: As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park Carlsbad, San Diego County, CA Grading Permit No. GR 2017-0013
References: See Appendix A.
Dear Mr. Jacob:
This report presents the geotechnical observations and the results of testing performed by NOVA Services, Inc. (NOVA) during earthwork operations for the subject project. This report addresses only the geotechnical considerations associated with the project construction. The geotechnical services described herein were performed by NOVA for RAF Pacifica during the period of October 13, 2017 to June 19, 2018.
1.1 SCOPE OF SERVICES
1.1.1 General
The scope of services provided by NOVA during the construction period is abstracted below.
1. Soil Observation and Testing. NOVA performed observations as requested during earthwork operations for removals, grading, and placement of structural fills and backfills. NOVA performed in-place density and moisture content tests of placed fills, backfills and for paving materials. Laboratory testing was performed on materials utilized during the earthwork operations.
2. Technical Support. NOVA provided technical support in response to geotechnical related issues during construction. 3. Reporting. Preparation of this report completes NOVA’s scope of services.
As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park
November 6, 2018 NOVA Project No. 1017858
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1.2 SITE AND PROJECT DESCRIPTION
1.2.1 Location
The development encompasses Lot 7 of the Carlsbad Oak North Business Park. Lot 7 is located northwest of the intersection of Whiptail Loop East and Faraday Avenue in the City of Carlsbad, California. The commercial community includes 24 lots in about 149 developable acres.
1.2.2 Project Description
The subject project consists of the development of a two-level commercial building and associated driveways and parking areas. The building is approximately 79,600 square feet (sf). The building is constructed of tilt-up construction supported by conventional foundations. Loading docks are provided on the east and west sides of the building, providing ‘dock high’ loading access for trucks. A concrete masonry unit (CMU) retaining wall rising about 6 feet in height was constructed north of the site entrance.
1.3 PREVIOUS EARTHWORK AT SITE
The initial phase of business park development started in approximately 2004 and was completed in 2006. Lot 7 and all of the Carlsbad Oaks North Business Park lots were mass graded during this period.
A record of that work is reported in the referenced Geocon 2006 report. This report documents mass grading that resulted in cuts to bedrock along the western side of Lot 7, and engineered fill with a maximum thickness of about 15 feet along the east and south of Lot 7.
The referenced Geocon 2006 reports that soil placement was engineered including control on undercutting, placement of oversized materials and densification as is described below.
1. Undercutting. Areas where rock or dense formational material was exposed at or near street
subgrades were undercut approximately 7 feet to facilitate excavation for utilities. Undercutting in the area of building pads was less rigorous. Geocon 2006 notes that: “The undercut criteria where formational materials [were] exposed near finished grade of the building pads was determined on a case-by-case basis by the owner, depending upon the apparent rippability of the materials exposed. Future excavations in areas where under cuts were not performed may encounter difficult digging and require breaking and/or localized blasting.”
2. Oversized Material. Earthwork was managed to limit oversize material to less than 12 inches in the upper 10 feet of building pads and roadways. Oversized material was further limited within the upper 3 feet, such that no particles greater than about 6 inches, was allowed in this interval. 3. Densification/Compaction. In-place density testing was performed throughout the earthwork to
ensure that soils were placed to at least 90% relative compaction and the appropriate moisture content after ASTM D1557 (the ‘modified Proctor’). The referenced EEI 2005 reports observations of a visual reconnaissance of Lot 7 in 2005, noting:
“The pad for Lot 7 appears to be close to completion of rough grading. The majority of Lot 7 is ‘cut,’ and hard rock ‘floaters’ [were] observed locally at or near rough subgrade elevations. Based upon discussions with the project geologist for Geocon, ‘floaters’ surrounded in a rippable decomposed granite (DG) groundmass, are common within the property as a whole, and should be expected in future precise grading of the subject lots.”
As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park
November 6, 2018 NOVA Project No. 1017858
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Testing reported in Geocon 2006 shows that the near surface soils are predominantly sandy, with very low expansion potential. This finding is consistent with NOVA’s observation of soils during the grading operations.
1.4 EARTHWORK AND DENSITY TESTING
1.4.1 General
Prior to earthwork operations, any existing improvements, debris, topsoil and vegetation in the areas being improved were removed and disposed of offsite.
1.4.2 Description of Operations
The grading contractor F.J. Willert and several utility contractors including Collins Pacific Plumbing, Inland Valley Pipeline, and Icon Electric utilized a variety of medium to heavy size equipment to perform the earthwork. Equipment included: scrapers loaders, graders, backhoes, dozers, track excavators, sheepsfoot, rollers, remote trench rollers, and manually operated reciprocating hammers. NOVA provided observation of earthwork operations as requested by the General Contractor (TFW Construction). Quality Assurance (QA) in-place density testing was performed after ASTM D6938 (‘In-Place
Density and Moisture by Nuclear Methods’) on all materials placed as compacted fills and backfills. The approximate locations of field density tests 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. Earthwork for the building consisted of placing fills of up to 8 feet to establish the building pad grade. A cut and fill transition existed in the building pad. At the surface, the northern portion of the building pad exposed granitic materials while the southern portion exposed the previously placed compacted fills. As such, the northern cut portion of the pad was over-excavated about 8 feet. The removals extended a minimum of 3 feet laterally beyond building footprint. A representative from NOVA approved the bottom of excavations. Imported clayey soils were placed in the over-excavated areas up to three feet from finish pad grade at locations as indicated on the attached Plates. The over-excavated areas within the building pad was then capped with three feet of non-expansive select fill derived from the excavated soils. New fills were placed in relatively thin lifts, moisture conditioned and compacted to at least 90 percent relative compaction after ASTM D1557 in accordance with the project specifications. The field density test results are summarized in Table II.
The soils in areas receiving new fills within the southern portion of the building pad were scarified, moisture-conditioned and compacted to at least 90 percent relative compaction. Select fills were placed in relatively thin lifts, moisture conditioned and compacted to at least 90 percent relative compaction after ASTM D1557 in accordance with the project specifications. The field density test results are summarized in Table II. Retaining Wall A retaining wall was constructed along the northern side of the site driveway entrance. The masonry (CMU) construction wall was identified as “Wall A” on the referenced civil plans Excel 2017. The site wall is approximately 5.3 feet high and 70 feet long. The footings for the wall extended into competent granitic materials. Retaining wall backfill operations consisted of select soils that were moisture conditioned to near optimum moisture content, and placed in relatively thin, uniform lifts. Backfill was densified to at least 90% relative compaction after ASTM D1557. The field density test results are summarized in Table II. NOVA did verify the presence of wall subdrains located near the base of the constructed retaining wall.
NOVA was not asked to observe the installation of the subdrain system, the subdrain connections or outlet
As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park
November 6, 2018 NOVA Project No. 1017858
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locations. Utility Trenches NOVA observed the backfilling operations as requested for several utility line trenches where indicated. Backfill soils were moisture conditioned to near optimum moisture content and compacted to at least 90% relative compaction after ASTM D1557. Pavement Prior to the placement of paving materials, subgrade preparations consisted of scarifying the surficial soils, moisture conditioning, and compacting the subgrade to at least 95 percent relative compaction. Paving materials consisted of aggregate base and asphalt concrete compacted to at least 95 percent of the material’s
maximum density in accordance with ASTM D6938 and ASTM D2950, respectively. Density Testing In-place density and moisture content testing of compacted fill, backfills, and paving materials were performed by NOVA’s field representative in accordance with ASTM D6938 and ASTM D2950. The results of field density testing are summarized in Table II of Appendix A. The approximate locations of field density tests are shown on the attached figures. 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 of Appendix A. The indications of this testing are the basis for NOVA’s judgments regarding the relative compaction of the fills placed.
1.5 OBSERVED SOIL AND GEOLOGIC CONDITIONS
The soil and geologic conditions observed during the excavation were generally consistent with those described in NOVA’s revised Report of Preliminary Geotechnical Investigation (NOVA 2017b). Formational materials exposed in the excavations consisted of Cretaceous-aged Granitic Bedrock (Kgr). The structure is built entirely on compacted fill.
1.6 CONCLUSIONS
Based on the observations and testing reported herein, it is NOVA’s opinion that the soil engineering and engineering geologic aspects of the grading are in compliance with the approved geotechnical reports (NOVA
2017b) and the grading plan (Excel 2017).
1.7 LIMITATIONS
This report presents information and data relative to the earthwork at the subject site. Representatives of
NOVA conducted periodic testing and made observations during the progress of the construction to evaluate
conformance with the project requirements.
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 Excel Engineering (Excel 2017). 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.
The presence of NOVA personnel during the work progress did not involve any direct supervision of the Contractor or his work forces. Professional and technical advice and recommendations were provided to the owner and/or his designated representative based upon NOVA’s observations. Results presented herein are
As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park
November 6, 2018 NOVA Project No. 1017858
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only representative of the samples and areas tested. Variations in material properties are inherent in any earthwork operation.
1.8 CLOSURE
NOVA appreciates the opportunity to be of continued service to RAF Pacifica. 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 Jesse D. Bearfield, P.E. 84335 Project Manager Senior Engineer
WM/JDB
/✓
As-Graded Geotechnical Report Lot 7, Carlsbad Oaks North Business Park
November 6, 2018 NOVA Project No. 1017858
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APPENDIX A
REFERENCES
1. Geocon 2004. Update Geotechnical Investigation, Carlsbad Oaks North Business Park and Faraday Avenue Off-Site, Carlsbad, California, Geocon Incorporated, Project 06442-32-03, October 21, 2004.
2. EEI 2005. Preliminary Geotechnical Evaluation, Lots 4, 5, 7 and 8, Carlsbad Oaks North Phase I, Carlsbad Tract C.T. 97-13, Faraday Avenue and Whiptail Loop, City of Carlsbad, County of San Diego, California, EEI, Project No, P051005, October 31, 2005.
3. Geocon 2006. Final Report of Testing and Observation Services During Site Grading, Carlsbad Oaks
North Business Park, Phase I, Lots 1 Through 9, Carlsbad, California, Geocon Incorporated, Project 06442-32-04A, August 30, 2006. The copy reviewed by NOVA does not include figures.
4. Geocon 2008. Final Report of Testing and Observation Services of Site Improvements, Carlsbad Oaks North Business Park, Phase I, Carlsbad, California, Geocon Incorporated, Project 06442-32-04B, May 28, 2008.
5. Geocon 2016. Update Geotechnical Report, Carlsbad Oaks North Business Park- Lot 7, Carlsbad, California, Geocon Incorporated, Project 06442-32-23, January 11, 2016.
6. NOVA 2017a. Update Report, Preliminary Geotechnical Investigation, Proposed Lot 7 Hughes Circuits Structure, Carlsbad, California, NOVA Services, Project No. 2017755, July 26, 2017.
7. NOVA 2017b. Revised Report, Preliminary Geotechnical Investigation, Proposed Hughes Circuits Warehouse/Office Structure, Carlsbad Oaks North Lot 7, Carlsbad Oaks North Business Park, Carlsbad, San Diego County, CA, NOVA Services, Inc., Project No. 2017755, August 28, 2017.
8. NOVA 2017c. Pad Certification, Lot 7, Carlsbad Oaks North Business Park, Carlsbad, CA, NOVA Services, Project No. 1017858, November 2, 2017.
9. Excel 2017. Precise Grading Plan for Carlsbad Oaks North Lot 7, Carlsbad, California, Excel Engineering, Drawing No. 494-2A, Project No. SDP 16-03, April 23, 2017.
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Lot 7
Carlsbad, California
November 2018
Project No. 1017858
Optimum Maximum
Moisture Dry Density
Material ID Material Description (%)(pcf)
A Reddish Tan Sand 8.6 132.9
B Tan Silty Clay (Bosstick Import)17.0 111.5
C Tan Silty Clay (Lot 15 Import)12.4 117.5
D Tan Silty Sand (Lot 23 Import)12.8 120.0
E Class II Recycled Base 13.5 117.2
Maximum
Wet Density
Material ID Material Description (pcf)
AC-1 Asphalt - Type III 1/2 145.6
Test Type
MG Mass Grading
SG Subgrade
B Class II Recycled Base
FG Finished Grade
RW Retaining Wall
S Sewer Line Trench
SD Storm Drian Trench
E Electrical Trench
FL Fire Lane
FG Finished Grade
CG Curb and Gutter
AC Asphalt Concrete
TABLE I
DESCRIPTION OF TERMS
Laboratory Maximum Density (ASTM D1557)
Laboratory Maximum Density (ASTM D1560)
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.Fail
10/13/17 1 MG Parking Lot 399.0 A 132.9 8.6 124.7 3.1 94%Pass2MGParking Lot 401.0 A 132.9 8.6 125.5 3.8 94%Pass3MGParking Lot 401.0 A 132.9 8.6 128.0 7.5 96%Pass4MGParking Lot 402.0 A 132.9 8.6 129.8 6.8 98%Pass5MGBuilding Pad 402.0 A 132.9 8.6 131.0 6.5 99%Pass6MGBuilding Pad 402.0 A 132.9 8.6 118.2 8.8 89%Fail7MGRetest #6 402.0 A 132.9 8.6 124.5 8.1 94%Pass
10/16/17 8 MG Building Pad 403.0 A 132.9 8.6 130.4 7.0 98%Pass9MGBuilding Pad 403.0 A 132.9 8.6 131.5 6.6 99%Pass10MGBuilding Pad 404.0 A 132.9 8.6 126.8 6.5 95%Pass11MGBuilding Pad 404.0 A 132.9 8.6 128.0 6.0 96%Pass12MGParking Lot 403.0 A 132.9 8.6 129.0 5.6 97%Pass13MGParking Lot 403.0 A 132.9 8.6 124.9 5.8 94%Pass
10/17/17 14 MG Building Pad 402.0 A 132.9 8.6 125.1 7.2 94%Pass15MGBuilding Pad 402.0 A 132.9 8.6 123.7 6.0 93%Pass16MGBuilding Pad 403.0 A 132.9 8.6 126.6 4.0 95%Pass17MGBuilding Pad 403.0 A 132.9 8.6 125.1 3.5 94%Pass
10/18/17 18 MG Building Pad 405.0 A 132.9 8.6 123.9 10.4 93%Pass19MGBuilding Pad 405.0 A 132.9 8.6 127.4 11.2 96%Pass20MGBuilding Pad 405.0 A 132.9 8.6 130.8 8.6 98%Pass21MGBuilding Pad 405.0 A 132.9 8.6 129.7 8.3 98%Pass
10/19/17 22 MG Parking Lot 404.0 A 132.9 8.6 127.9 7.4 96%Pass23MGParking Lot 404.0 A 132.9 8.6 129.2 8.5 97%Pass
10/23/17 24 MG Building Pad 400.0 B 111.5 17.0 102.2 19.3 92%Pass25MGBuilding Pad 400.0 B 111.5 17.0 103.5 18.8 93%Pass26MGBuilding Pad 402.0 B 111.5 17.0 105.6 19.6 95%Pass27MGBuilding Pad 402.0 B 111.5 17.0 104.5 20.1 94%Pass28MGBuilding Pad 403.0 B 111.5 17.0 102.8 19.4 92%Pass29MGBuilding Pad 401.0 A 132.9 8.6 124.8 11.0 94%Pass30MGBuilding Pad 403.0 A 132.9 8.6 127.7 10.7 96%Pass
10/24/17 31 MG Building Pad 404.0 B 111.5 17.0 102.6 20.3 92%Pass32MGBuilding Pad 404.0 B 111.5 17.0 104.5 19.0 94%Pass33MGBuilding Pad 404.0 B 111.5 17.0 105.4 19.1 95%Pass34MGBuilding Pad 404.0 B 111.5 17.0 107.9 18.7 97%Pass
10/25/17 35 MG Building Pad 405.0 A 132.9 8.6 125.8 5.9 95%Pass36MGBuilding Pad 405.0 A 132.9 8.6 128.0 6.5 96%Pass37MGBuilding Pad 405.0 A 132.9 8.6 117.5 11.0 88%Fail38MGRetest #37 405.0 A 132.9 8.6 125.3 10.1 94%Pass
10/26/17 39 MG Building Pad 400.0 C 117.5 12.4 105.4 14.6 90%Pass40MGBuilding Pad 402.0 C 117.5 12.4 105.8 13.9 90%Pass41MGBuilding Pad 404.0 C 117.5 12.4 106.0 14.2 90%Pass42MGBuilding Pad 401.0 A 132.9 8.6 125.0 9.2 94%Pass43MGBuilding Pad 403.0 A 132.9 8.6 127.2 6.6 96%Pass44MGBuilding Pad 404.0 A 132.9 8.6 126.6 6.3 95%Pass
10/27/17 45 MG Loading Dock 401.0 A 132.9 8.6 126.3 7.1 95%Pass46MGLoading Dock 403.0 A 132.9 8.6 123.7 7.5 93%Pass47MGBuilding Pad 405.0 A 132.9 8.6 129.8 5.8 98%Pass48MGBuilding Pad 404.0 A 132.9 8.6 125.7 6.9 95%Pass49MGBuilding Pad 405.0 A 132.9 8.6 128.3 6.5 97%Pass50MGLoading Dock 401.0 A 132.9 8.6 125.2 7.1 94%Pass51MGLoading Dock 403.0 A 132.9 8.6 127.6 6.5 96%Pass
10/30/17 52 MG Loading Dock 405.0 A 132.9 8.6 127.3 6.3 96%Pass53MGLoading Dock 405.0 A 132.9 8.6 128.2 7.0 96%Pass54MGBuilding Pad 405.0 A 132.9 8.6 130.5 4.4 98%Pass55MGBuilding Pad 405.0 A 132.9 8.6 128.9 4.7 97%Pass
10/31/17 56 MG Building Pad 406.0 A 132.9 8.6 126.8 5.3 95%Pass57MGBuilding Pad 406.0 A 132.9 8.6 125.9 8.5 95%Pass58MGBuilding Pad 406.0 A 132.9 8.6 123.5 4.9 93%Pass59MGBuilding Pad 406.0 A 132.9 8.6 126.0 6.7 95%Pass60MGBuilding Pad 406.0 A 132.9 8.6 127.9 4.9 96%Pass61MGBuilding Pad 406.0 A 132.9 8.6 123.7 5.1 93%Pass62MGBuilding Pad 406.0 A 132.9 8.6 128.6 5.3 97%Pass63MGBuilding Pad 406.0 A 132.9 8.6 129.7 5.0 98%Pass
Laboratory Field
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.FailLaboratoryField
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
64 MG Building Pad 406.0 A 132.9 8.6 128.0 5.0 96%Pass65MGBuilding Pad 406.0 A 132.9 8.6 128.4 7.3 97%Pass66MGBuilding Pad 406.0 A 132.9 8.6 127.2 5.4 96%Pass67MGBuilding Pad 406.0 A 132.9 8.6 126.1 5.3 95%Pass68MGBuilding Pad 406.0 A 132.9 8.6 126.8 5.2 95%Pass69MGBuilding Pad 406.0 A 132.9 8.6 129.3 4.8 97%Pass70MGBuilding Pad 406.0 A 132.9 8.6 127.9 4.3 96%Pass71MGBuilding Pad 406.0 A 132.9 8.6 125.0 3.3 94%Pass72MGBuilding Pad 406.0 A 132.9 8.6 128.8 4.4 97%Pass73MGBuilding Pad 404.0 A 132.9 8.6 125.9 5.8 95%Pass74MGBuilding Pad 404.0 A 132.9 8.6 125.5 5.9 94%Pass75MGBuilding Pad 404.0 A 132.9 8.6 128.7 6.1 97%Pass76MGBuilding Pad 404.0 A 132.9 8.6 129.0 5.6 97%Pass
11/1/17 77 MG Parking Lot 405.0 A 132.9 8.6 122.8 4.0 92%Pass78MGEntrance Slope 399.0 A 132.9 8.6 125.5 5.7 94%Pass79MGEntrance Slope 400.0 A 132.9 8.6 126.6 6.1 95%Pass80MGBuilding Pad 406.0 A 132.9 8.6 128.3 4.2 97%Pass81MGBuilding Pad 406.0 A 132.9 8.6 126.5 4.3 95%Pass82MGBuilding Pad 406.0 A 132.9 8.6 124.8 4.0 94%Pass83MGBuilding Pad 406.0 A 132.9 8.6 126.1 3.8 95%Pass84MGBuilding Pad 406.0 A 132.9 8.6 129.0 6.6 97%Pass85MGBuilding Pad 406.0 A 132.9 8.6 131.2 5.8 99%Pass86MGBuilding Pad 406.0 A 132.9 8.6 128.8 7.0 97%Pass
11/2/17 87 MG Entrance Slope 399.0 A 132.9 8.6 123.0 6.0 93%Pass88MGEntrance Slope 400.0 A 132.9 8.6 124.1 3.9 93%Pass
11/3/17 89 MG Parking Lot 404.0 A 132.9 8.6 124.7 4.3 94%Pass90MGParking Lot 404.0 A 132.9 8.6 126.0 4.2 95%Pass
11/7/17 91 MG Parking Lot 405.0 A 132.9 8.6 127.0 5.4 96%Pass92MGParking Lot 405.0 A 132.9 8.6 129.1 4.7 97%Pass93MGParking Lot 405.0 A 132.9 8.6 125.8 5.2 95%Pass
11/14/17 94 MG Building Pad 401.0 A 132.9 8.6 123.0 6.1 93%Pass
11/15/17 95 MG Building Pad 403.5 A 132.9 8.6 128.3 6.1 97%Pass96SSewer Line Trench 406.0 A 132.9 8.6 128.7 7.3 97%Pass97SSewer Line Trench 405.0 A 132.9 8.6 129.4 6.3 97%Pass98SSewer Line Trench 401.0 A 132.9 8.6 126.8 7.8 95%Pass99SSewer Line Trench 403.0 A 132.9 8.6 125.7 8.7 95%Pass
11/16/17 100 S Sewer Line Trench 405.0 A 132.9 8.6 123.4 5.9 93%Pass101SSewer Line Trench 403.0 A 132.9 8.6 122.1 6.0 92%Pass102SSewer Line Trench 405.0 A 132.9 8.6 130.5 5.9 98%Pass103SSewer Line Trench 406.0 A 132.9 8.6 125.1 5.2 94%Pass104SSewer Line Trench 404.0 A 132.9 8.6 124.5 6.0 94%Pass
11/17/17 105 S Sewer Line Trench 404.0 A 132.9 8.6 122.3 6.2 92%Pass
106 S Sewer Line Trench 406.0 A 132.9 8.6 126.2 4.8 95%Pass107SSewer Line Trench 404.0 A 132.9 8.6 124.1 4.5 93%Pass108SSewer Line Trench 406.0 A 132.9 8.6 127.4 5.3 96%Pass
109 S Sewer Line Trench 406.0 A 132.9 8.6 121.9 6.1 92%Pass110SSewer Line Trench 404.0 A 132.9 8.6 129.4 5.2 97%Pass
111 S Sewer Line Trench 406.0 A 132.9 8.6 126.2 5.2 95%Pass
112 S Sewer Line Trench 402.0 A 132.9 8.6 124.5 7.5 94%Pass
113 S Sewer Line Trench 404.0 A 132.9 8.6 126.1 6.8 95%Pass
11/20/17 114 S Sewer Line Trench 406.0 A 132.9 8.6 124.8 4.0 94%Pass
115 S Sewer Line Trench 406.0 A 132.9 8.6 128.4 3.2 97%Pass116SDStorm Drain Trench 401.0 A 132.9 8.6 126.5 7.6 95%Pass117SDStorm Drain Trench 401.0 A 132.9 8.6 128.2 7.3 96%Pass
118 SD Storm Drain Trench 403.0 A 132.9 8.6 128.5 8.1 97%Pass119SDStorm Drain Trench 405.0 A 132.9 8.6 125.9 8.8 95%Pass
120 SD Storm Drain Trench 402.0 A 132.9 8.6 128.9 8.5 97%Pass
121 SD Storm Drain Trench 405.0 A 132.9 8.6 126.9 7.9 95%Pass122SDStorm Drain Trench 398.0 A 132.9 8.6 125.5 9.3 94%Pass
123 SD Storm Drain Trench 398.0 A 132.9 8.6 127.3 8.9 96%Pass
11/22/17 124 SD Storm Drain Trench 398.0 A 132.9 8.6 124.9 11.0 94%Pass
125 SD Storm Drain Trench 398.0 A 132.9 8.6 126.0 9.3 95%Pass
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.FailLaboratoryField
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
126 SD Storm Drain Trench 400.0 A 132.9 8.6 128.4 8.8 97%Pass127SDStorm Drain Trench 400.0 A 132.9 8.6 127.1 8.0 96%Pass
12/5/17 128 SD Storm Drain Trench 398.7 A 132.9 8.6 119.5 6.9 90%Pass129SDStorm Drain Trench 400.7 A 132.9 8.6 120.6 7.5 91%Pass
130 SD Storm Drain Trench 400.7 A 132.9 8.6 121.5 5.8 91%Pass
131 SD Storm Drain Trench 401.7 A 132.9 8.6 129.5 8.6 97%Pass
12/6/17 132 SD Storm Drain Trench 397.0 A 132.9 8.6 122.5 10.0 92%Pass133SDStorm Drain Trench 399.0 A 132.9 8.6 127.9 7.6 96%Pass134SDStorm Drain Trench 400.0 A 132.9 8.6 129.7 10.1 98%Pass
135 SD Storm Drain Trench 397.0 A 132.9 8.6 123.0 10.6 93%Pass136SDStorm Drain Trench 401.0 A 132.9 8.6 124.9 10.3 94%Pass137SDStorm Drain Trench 403.0 A 132.9 8.6 128.5 8.9 97%Pass
138 SD Storm Drain Trench 404.0 A 132.9 8.6 126.8 9.6 95%Pass
12/7/17 139 E Electrical Trench 399.0 A 132.9 8.6 119.9 8.4 90%Pass
140 E Electrical Trench 401.0 A 132.9 8.6 122.9 8.3 92%Pass141EElectrical Trench 402.0 A 132.9 8.6 120.6 8.8 91%Pass
12/8/17 142 E Electrical Trench 399.0 A 132.9 8.6 119.6 7.2 90%Pass143EElectrical Trench 401.0 A 132.9 8.6 120.1 8.1 90%Pass
144 E Electrical Trench 403.0 A 132.9 8.6 122.7 8.2 92%Pass145EElectrical Trench 401.0 A 132.9 8.6 121.4 8.5 91%Pass
12/11/17 146 SD Storm Drain Box 402.0 A 132.9 8.6 129.4 7.2 97%Pass147SDStorm Drain Box 404.0 A 132.9 8.6 127.7 7.3 96%Pass148SDStorm Drain Box 404.0 A 132.9 8.6 129.1 9.6 97%Pass
149 SD Storm Drain Box 405.0 A 132.9 8.6 125.7 8.2 95%Pass150SDStorm Drain Box 405.0 A 132.9 8.6 128.4 7.9 97%Pass
151 RW Retaining Wall 1 403.0 A 132.9 8.6 117.9 9.5 89%Fail
152 RW Retaining Wall 1 398.0 A 132.9 8.6 117.2 8.9 88%Fail153RWRetest #151 403.0 A 132.9 8.6 120.0 9.4 90%Pass
154 RW Retest #152 398.0 A 132.9 8.6 121.1 8.0 91%Pass155RWRetaining Wall 1 404.0 A 132.9 8.6 122.0 6.4 92%Pass156RWRetaining Wall 1 398.0 A 132.9 8.6 121.2 8.8 91%Pass157RWRetaining Wall 1 400.0 A 132.9 8.6 123.9 7.5 93%Pass158RWRetaining Wall 1 400.0 A 132.9 8.6 125.5 8.5 94%Pass159SDStorm Drain Trench 400.0 A 132.9 8.6 129.2 6.9 97%Pass160SDStorm Drain Trench 402.0 A 132.9 8.6 130.7 7.3 98%Pass
12/12/17 161 SD Storm Drain Trench 401.0 A 132.9 8.6 127.5 6.6 96%Pass162SDStorm Drain Trench 403.0 A 132.9 8.6 128.4 6.0 97%Pass163SDStorm Drain Trench 405.0 A 132.9 8.6 128.9 5.5 97%Pass164SDStorm Drain Trench 405.0 A 132.9 8.6 130.7 5.8 98%Pass165RWRetaining Wall 1 404.0 A 132.9 8.6 121.3 6.4 91%Pass166RWRetaining Wall 1 406.0 A 132.9 8.6 122.5 6.1 92%Pass167RWRetaining Wall 1 405.0 A 132.9 8.6 123.1 6.4 93%Pass
12/13/17 168 SD Storm Drain Trench 401.0 A 132.9 8.6 122.9 5.7 92%Pass169SDStorm Drain Trench 403.0 A 132.9 8.6 125.8 5.6 95%Pass170SDStorm Drain Trench 405.0 A 132.9 8.6 125.1 4.8 94%Pass171SDStorm Drain Trench 405.0 A 132.9 8.6 128.0 4.9 96%Pass
12/14/17 172 SD Storm Drain Trench 403.0 A 132.9 8.6 127.3 7.7 96%Pass173SDStorm Drain Trench 405.0 A 132.9 8.6 128.2 7.8 96%Pass174SDStorm Drain Box 401.0 A 132.9 8.6 127.3 6.1 96%Pass
12/15/17 175 SD Storm Drain Box 403.0 A 132.9 8.6 127.6 7.8 96%Pass176SDStorm Drain Box 405.0 A 132.9 8.6 129.8 5.7 98%Pass
12/19/17 177 MG Parking Lot 403.0 C 117.5 12.4 99.4 19.0 85%Fail178MGRetest #177 403.0 C 117.5 12.4 101.0 17.9 86%Fail179MGRetest #178 403.0 C 117.5 12.4 105.2 16.8 90%Pass180MGParking Lot 403.5 C 117.5 12.4 100.3 18.6 85%Fail181MGRetest #180 403.5 C 117.5 12.4 105.7 17.9 90%Pass182MGParking Lot 404.0 C 117.5 12.4 103.4 13.7 88%Fail183MGRetest #182 404.0 C 117.5 12.4 104.3 13.9 89%Fail184MGRetest #183 404.0 C 117.5 12.4 105.4 12.8 90%Pass185MGParking Lot 404.0 C 117.5 12.4 101.8 17.2 87%Fail186MGRetest #185 404.0 C 117.5 12.4 102.6 18.1 87%Fail
12/19/17 187 MG Retest #186 404.0 C 117.5 12.4 106.2 16.8 90%Pass
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.FailLaboratoryField
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
188 MG Parking Lot 405.0 C 117.5 12.4 104.1 12.6 89%Fail189MGRetest #188 405.0 C 117.5 12.4 106.8 11.6 91%Pass190MGParking Lot 405.0 C 117.5 12.4 103.0 14.9 88%Fail191MGRetest #190 405.0 C 117.5 12.4 105.0 14.7 89%Fail192MGRetest #191 405.0 C 117.5 12.4 108.1 13.9 92%Pass
1/17/18 193 FL Fire Lane 404.0 A 132.9 8.6 127.8 8.1 96%Pass194FLFire Lane 404.0 A 132.9 8.6 122.9 8.9 92%Pass195FLFire Lane 400.0 A 132.9 8.6 122.5 9.1 92%Pass196FLFire Lane 397.0 A 132.9 8.6 125.4 7.9 94%Pass197FLFire Lane 393.0 A 132.9 8.6 126.7 8.8 95%Pass
1/18/18 198 FL Fire Lane 406.0 A 132.9 8.6 120.6 8.2 91%Pass199FLFire Lane 404.0 A 132.9 8.6 121.1 9.3 91%Pass200FLFire Lane 404.0 A 132.9 8.6 129.2 8.8 97%Pass201FLFire Lane 404.0 A 132.9 8.6 129.3 8.0 97%Pass202FLFire Lane 405.0 A 132.9 8.6 125.5 8.4 94%Pass203FLFire Lane 404.0 A 132.9 8.6 125.8 8.0 95%Pass204FLFire Lane 406.0 A 132.9 8.6 130.1 8.7 98%Pass205FLFire Lane 404.0 A 132.9 8.6 127.7 8.2 96%Pass206FLFire Lane 406.0 A 132.9 8.6 125.2 8.4 94%Pass
1/25/18 207 S Sewer Line Trench 401.0 A 132.9 8.6 121.8 9.1 92%Pass208SSewer Line Trench 390.0 A 132.9 8.6 120.2 9.6 90%Pass209SSewer Line Trench 376.0 A 132.9 8.6 120.9 8.9 91%Pass
2/8/18 210 FL Fire Lane 391.0 A 132.9 8.6 126.9 8.7 95%Pass211FLFire Lane 390.0 A 132.9 8.6 127.3 8.8 96%Pass212FLFire Lane 390.0 A 132.9 8.6 128.2 8.6 96%Pass213FLFire Lane 389.0 A 132.9 8.6 127.8 9.2 96%Pass214FLFire Lane 389.0 A 132.9 8.6 128.5 9.3 97%Pass
2/20/18 215 FL Fire Lane 405.5 A 132.9 8.6 125.7 7.6 95%Pass216FLFire Lane 405.0 A 132.9 8.6 125.7 6.6 95%Pass217FLFire Lane 404.0 A 132.9 8.6 124.0 7.4 93%Pass218FLFire Lane 405.0 A 132.9 8.6 122.8 6.8 92%Pass219FLFire Lane 407.0 A 132.9 8.6 126.4 6.8 95%Pass
3/9/18 220 MG Building Wall Backfill 406.0 A 132.9 8.6 124.8 6.8 94%Pass221MGBuilding Wall Backfill 407.0 A 132.9 8.6 122.7 6.3 92%Pass
3/13/18 222 MG Loading Dock 404.0 A 132.9 8.6 125.0 5.7 94%Pass223MGParking Lot 404.0 A 132.9 8.6 122.3 5.5 92%Pass224MGLoading Dock 406.0 A 132.9 8.6 127.7 5.4 96%Pass225MGParking Lot 406.0 A 132.9 8.6 129.3 4.6 97%Pass226MGParking Lot 403.5 D 120.0 12.8 102.7 21.5 86%Fail227MGParking Lot 403.5 D 120.0 12.8 101.3 22.3 84%Fail228MGLoading Dock 404.0 A 132.9 8.6 129.4 6.8 97%Pass229MGLoading Dock 406.0 A 132.9 8.6 130.7 5.6 98%Pass230MGParking Lot 402.0 A 132.9 8.6 126.6 9.5 95%Pass231MGRetest #227 and #228 403.0 D 120.0 12.8 108.2 16.6 90%Pass
3/16/18 232 MG Building Wall Backfill 403.0 A 132.9 8.6 130.2 6.8 98%Pass233EElectrical Trench 403.0 A 132.9 8.6 128.1 7.7 96%Pass234EElectrical Trench 403.0 A 132.9 8.6 125.5 6.6 94%Pass235MGBuilding Wall Backfill 403.0 A 132.9 8.6 126.2 6.2 95%Pass
3/19/18 236 E Electrical Trench 404.3 A 132.9 8.6 121.1 9.1 91%Pass237EElectrical Trench 404.3 A 132.9 8.6 122.5 8.4 92%Pass238EElectrical Trench 405.9 A 132.9 8.6 120.2 8.7 90%Pass239EElectrical Trench 405.9 A 132.9 8.6 121.7 7.9 92%Pass240CGCurb and Gutter 406.0 A 132.9 8.6 127.7 6.9 96%Pass241CGCurb and Gutter 406.0 A 132.9 8.6 127.2 7.3 96%Pass242CGCurb and Gutter 406.0 A 132.9 8.6 128.0 6.4 96%Pass243CGCurb and Gutter 406.0 A 132.9 8.6 126.4 6.6 95%Pass244CGCurb and Gutter 406.0 A 132.9 8.6 126.9 7.8 95%Pass
3/20/18 245 E Electrical Trench 406.0 A 132.9 8.6 125.2 8.5 94%Pass246EElectrical Trench 406.0 A 132.9 8.6 129.9 7.3 98%Pass247EElectrical Trench 406.0 A 132.9 8.6 121.5 8.2 91%Pass
3/30/18 248 SG Parking Lot 405.0 C 117.5 12.4 110.7 14.3 94%Pass
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.FailLaboratoryField
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
249 E Electrical Trench 403.0 A 132.9 8.6 127.7 7.0 96%Pass250EElectrical Trench 401.0 A 132.9 8.6 121.2 6.5 91%Pass
4/5/18 251 E Electrical Trench 404.0 A 132.9 8.6 125.3 6.4 94%Pass252EElectrical Trench 395.0 A 132.9 8.6 129.2 8.4 97%Pass
4/6/18 253 E Electrical Trench 397.0 A 132.9 8.6 125.4 6.5 94%Pass254MGParking Lot 407.0 A 132.9 8.6 127.2 4.3 96%Pass255MGParking Lot 407.0 A 132.9 8.6 121.9 6.0 92%Pass256MGParking Lot 407.0 A 132.9 8.6 126.7 4.7 95%Pass257MGParking Lot 407.0 A 132.9 8.6 125.6 5.2 95%Pass
4/25/18 258 CG Curb and Gutter 407.0 A 132.9 8.6 127.1 7.5 96%Pass259CGCurb and Gutter 407.0 A 132.9 8.6 127.3 4.1 96%Pass260CGCurb and Gutter 407.0 A 132.9 8.6 129.2 4.7 97%Pass261CGCurb and Gutter 407.0 A 132.9 8.6 126.4 4.1 95%Pass262CGCurb and Gutter 407.0 A 132.9 8.6 126.5 6.5 95%Pass263CGCurb and Gutter 407.0 A 132.9 8.6 128.0 3.5 96%Pass264CGCurb and Gutter 407.0 A 132.9 8.6 126.5 5.0 95%Pass265CGCurb and Gutter 407.0 A 132.9 8.6 126.4 7.5 95%Pass
5/14/18 266 MG Building Wall Backfill 406.5 A 132.9 8.6 123.0 7.9 93%Pass267MGBuilding Wall Backfill 406.0 A 132.9 8.6 120.8 8.8 91%Pass268MGBuilding Wall Backfill 405.5 A 132.9 8.6 120.9 8.9 91%Pass269MGBuilding Wall Backfill 406.0 A 132.9 8.6 124.4 7.4 94%Pass270MGBuilding Wall Backfill 406.0 A 132.9 8.6 122.2 6.9 92%Pass271MGParking Lot 405.0 A 132.9 8.6 126.8 8.9 95%Pass272MGParking Lot 405.0 A 132.9 8.6 124.9 9.0 94%Pass273MGParking Lot 405.0 A 132.9 8.6 125.6 9.3 95%Pass274MGParking Lot 405.0 A 132.9 8.6 126.3 9.5 95%Pass275MGParking Lot 405.0 A 132.9 8.6 125.2 9.0 94%Pass276MGParking Lot 405.0 A 132.9 8.6 126.6 8.5 95%Pass277MGParking Lot 405.0 A 132.9 8.6 126.2 8.8 95%Pass278MGParking Lot 405.0 A 132.9 8.6 127.0 7.9 96%Pass279MGParking Lot 405.0 A 132.9 8.6 126.8 8.2 95%Pass280MGParking Lot 405.0 A 132.9 8.6 127.4 7.0 96%Pass281MGParking Lot 403.0 A 132.9 8.6 127.1 7.9 96%Pass282MGParking Lot 403.0 A 132.9 8.6 126.0 8.3 95%Pass283MGParking Lot 403.0 A 132.9 8.6 127.4 8.9 96%Pass284MGParking Lot 403.0 A 132.9 8.6 127.7 8.1 96%Pass285MGParking Lot 403.0 A 132.9 8.6 126.3 8.6 95%Pass286MGParking Lot 403.0 A 132.9 8.6 127.3 9.2 96%Pass
5/30/18 287 SG Loading Dock SG A 132.9 8.6 132.1 5.4 99%Pass288SGLoading Dock SG A 132.9 8.6 131.8 5.1 99%Pass289SGLoading Dock SG A 132.9 8.6 130.0 4.8 98%Pass290SGLoading Dock SG A 132.9 8.6 130.1 5.7 98%Pass291SGLoading Dock SG A 132.9 8.6 131.4 5.2 99%Pass292SGLoading Dock SG A 132.9 8.6 131.6 6.6 99%Pass293SGLoading Dock SG A 132.9 8.6 130.9 6.3 98%Pass294SGParking Lot SG A 132.9 8.6 132.1 5.4 99%Pass295SGParking Lot SG A 132.9 8.6 130.4 5.7 98%Pass296SGParking Lot SG A 132.9 8.6 130.8 4.9 98%Pass
6/11/18 297 SG Parking Lot SG A 132.9 8.6 129.7 6.7 98%Pass298SGParking Lot SG A 132.9 8.6 127.0 6.3 96%Pass299SGParking Lot SG A 132.9 8.6 127.5 5.8 96%Pass300SGParking Lot SG A 132.9 8.6 127.2 6.6 96%Pass301SGParking Lot SG A 132.9 8.6 129.8 7.1 98%Pass302SGParking Lot SG A 132.9 8.6 130.0 6.4 98%Pass303SGParking Lot SG A 132.9 8.6 128.8 7.0 97%Pass304SGParking Lot SG A 132.9 8.6 127.9 6.7 96%Pass305SGParking Lot SG A 132.9 8.6 128.1 6.3 96%Pass306SGParking Lot SG A 132.9 8.6 131.6 5.7 99%Pass307SGParking Lot SG A 132.9 8.6 127.7 6.4 96%Pass
6/12/18 308 SG Parking Lot 406.0 A 132.9 8.6 130.5 5.3 98%Pass309SGParking Lot 406.4 A 132.9 8.6 126.6 8.6 95%Pass310SGParking Lot 406.2 A 132.9 8.6 127.5 6.2 96%Pass311SGParking Lot 406.3 A 132.9 8.6 129.6 9.5 98%Pass312SGParking Lot 405.7 A 132.9 8.6 126.5 5.7 95%Pass313SGParking Lot 405.5 A 132.9 8.6 126.3 5.9 95%Pass314SGParking Lot 406.0 A 132.9 8.6 127.0 8.3 96%Pass
NOVA Services, Inc.
Lot 7
Carlsbad, California
November 2018
Project no. 1017858
Test Test Soil Rel.Pass/Date Number Type Test Location Elevation ID (pcf)(%)(pcf)(%)Comp.FailLaboratoryField
SUMMARY OF FIELD IN-PLACE DENSITY AND MOISTURE TEST RESULTSTABLE II
315 SG Parking Lot 405.2 A 132.9 8.6 127.0 6.2 96%Pass316SGParking Lot 405.7 A 132.9 8.6 129.3 9.7 97%Pass
317 SG Parking Lot 404.0 A 132.9 8.6 128.7 6.4 97%Pass
6/13/18 318 B Parking Lot B E 117.2 13.5 112.3 15.3 96%Pass
319 B Parking Lot B E 117.2 13.5 109.3 14.3 93%Fail
320 B Parking Lot B E 117.2 13.5 109.4 16.0 93%Fail321BParking Lot B E 117.2 13.5 110.8 17.2 95%Pass
6/14/18 322 B Retest #319 B E 117.2 13.5 113.2 13.5 97%Pass323BRetest #320 B E 117.2 13.5 114.5 12.5 98%Pass
324 B Parking Lot B E 117.2 13.5 116.0 12.8 99%Pass325BParking Lot B E 117.2 13.5 114.2 12.7 97%Pass326BParking Lot B E 117.2 13.5 113.1 12.6 97%Pass
327 B Parking Lot B E 117.2 13.5 113.1 11.2 97%Pass328BParking Lot B E 117.2 13.5 113.1 12.5 97%Pass
329 B Parking Lot B E 117.2 13.5 114.6 11.3 98%Pass330BParking Lot B E 117.2 13.5 113.1 12.5 97%Pass331BParking Lot B E 117.2 13.5 114.1 13.4 97%Pass
332 B Parking Lot B E 117.2 13.5 114.4 11.9 98%Pass333BParking Lot B E 117.2 13.5 113.8 13.9 97%Pass334BParking Lot B E 117.2 13.5 113.2 11.3 97%Pass
6/15/18 335 SG Parking Lot SG A 132.9 8.6 128.0 9.3 96%Pass336SGParking Lot SG A 132.9 8.6 131.7 8.9 99%Pass
337 SG Parking Lot SG A 132.9 8.6 130.6 9.7 98%Pass338SGParking Lot SG A 132.9 8.6 126.8 10.0 95%Pass339SGParking Lot SG A 132.9 8.6 129.6 8.7 98%Pass340SGParking Lot SG A 132.9 8.6 127.8 9.4 96%Pass341BParking Lot B E 117.2 13.5 115.5 13.4 99%Pass342BParking Lot B E 117.2 13.5 116.3 13.7 99%Pass
343 B Parking Lot B E 117.2 13.5 115.8 13.9 99%Pass344BParking Lot B E 117.2 13.5 114.0 14.6 97%Pass
6/18/18 345 B Parking Lot B E 117.2 13.5 115.4 13.5 98%Pass346BParking Lot B E 117.2 13.5 115.5 13.8 99%Pass347BParking Lot B E 117.2 13.5 115.1 13.7 98%Pass348ACParking Lot FG AC-1 145.6 N/A 143.3 N/A 98%Pass349ACParking Lot FG AC-1 145.6 N/A 144.8 N/A 99%Pass350ACParking Lot FG AC-1 145.6 N/A 141.8 N/A 97%Pass351ACParking Lot FG AC-1 145.6 N/A 144.2 N/A 99%Pass352ACParking Lot FG AC-1 145.6 N/A 143.9 N/A 99%Pass353ACParking Lot FG AC-1 145.6 N/A 144.0 N/A 99%Pass354ACParking Lot FG AC-1 145.6 N/A 143.3 N/A 98%Pass355ACParking Lot FG AC-1 145.6 N/A 144.5 N/A 99%Pass356ACParking Lot FG AC-1 145.6 N/A 143.8 N/A 99%Pass357ACParking Lot FG AC-1 145.6 N/A 142.2 N/A 98%Pass
6/19/18 358 AC Parking Lot FG AC-1 145.6 N/A 144.1 N/A 99%Pass359ACFGAC-1 145.6 N/A 144.8 N/A 99%Pass360ACParking Lot FG AC-1 145.6 N/A 143.2 N/A 98%Pass361ACParking Lot FG AC-1 145.6 N/A 144.6 N/A 99%Pass362ACParking Lot FG AC-1 145.6 N/A 144.2 N/A 99%Pass363ACParking Lot FG AC-1 145.6 N/A 143.7 N/A 99%Pass364ACParking Lot FG AC-1 145.6 N/A 141.9 N/A 97%Pass365ACParking Lot FG AC-1 145.6 N/A 144.5 N/A 99%Pass
NOVA Services, Inc.