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CT 02-16; ROBERTSON RANCH EAST VILLAGE; COMPACTION REPORT OF GEOTECHNICAL OBSERVATION AND TESTING SERVICES; 2008-11-14
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' ''...-Y'' .''.: .. oel F .• F '4 '4 .4 .4 A .4 .4 .4 F ' F F REPORT OF GEOTECHNICAL OBSERVATION COMPACTION AND TESTING SERVICES, CALAVERA HILLS II, IMPROVEMENTS F FOR CANNON ROAD, COLLEGE BOULEVARD, AND PORTIONS OF EL CAM INO REAL, ROBERTSON RANCH EAST VILLAGE CARLSBAD, SAN DIEGO COUNTY, CALIFORNIA 4 FOR $ F - CALAVERA HILLS II, LLC F 2750 WOMBLE ROAD SAN DIEGO, CALIFORNIA 92106 F W 0 5384: D/ NOVEMBER 14, 2008 .4 .4 4' .4 .4 4. 4 .,... 4_4 ................ '4 _.'.'. .'. - .. '4 .4 F '• F F F Geotechnicál • Geologic • Coastal • Environmental 5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 November 14, 2008 W.0. 5354-DIE-SC Calavera Hills II, LLC 2750 Womble Road San Diego, California 92106 Attention: Mr. Don Mitchell Subject: Compaction Report. of. Geotechnical Observation and Testing Services, Calavera Hills II, Improvements for Cannon Road, College Boulevard, and Portions of El Camino Real, Robertson Ranch East Village, Carlsbad, San Diego County, California Dear Mr. Mitchell: This report presents a summary of the geotechnical engineering observation and testing services provided by GeoSoils, Inc. (GSI) during the observation and testing for slope repair and of utility trench backfill operations for water, reclaimed water, electric, joint, sewerand storm drain; subgrade testing for streetpavements, curb/gutter, and sidewalk; base testing for street pavements and curb/gutter; and asphaltic concrete testing for street pavements for the subject site. This report covers only the geotechnical services provided by GSI from August 2007 through September 2008 for the subject improvements. This report is presented as a requirement of the City of Carlsbad (City) to document the geotechnical aspect of the subject improvements.. TRENCH BACKFILL (PHASE DI Backfill operations were observed by GSI personnel on a part-time basis as solely requested and determined by the contractor/client Select native onsite soils and import soils were used as backfill for the water, reclaimed water, electric, joint, sewer, and storm drain trenches and placed in general accordance With standards of practice and the approved report by GSI (2002). The required compaction was achieved by mechanical means. The minimum compaction specified was 90 percent of the laboratory standard (ASTM D 1557), except in the upper subgrade and base, where 95 percent was specified, as discussed further herein. Our tests indicate that compaction to at least 90 percent for utility trench backfill, and 95 percent for the upper 12 inches of subgrade, and Class 11 aggregate base, of the laboratory standard (ASTM D 1557) has been achieved in the areas where testing was requested and performed. Test results are presented in the Table 1 (Field Density Test Results). SUBGRADE AND AGGREGATE BASE (PHASE E) Testing of subgrade for street, curb/gutter, andtesting of base for street and curb/gutter were performed on a part-time basis, as solely requested and determined by the contractor/client. Our tests indicate that the compaction of the upper 12 inches of subgrade and aggregate baserock materials for street and curb/gutter meets, or exceeds, the minimum requirement of 95 percent relative compaction of the laboratory standard (ASTM D 1557), where tested. Our tests further indicate that the compaction of the subgrade for sidewalks-and jogging trails meet: the minimum requirement of 90 percent relative compaction of the laboratory standard (ASTM D 1557), where tested. During the preparation of pavement subgrades and base, localized areas initially prepared during a previous phase of grading (GSI, 2006), and within the parkway on the south side of Cannon Road, were reworked in the vicinity of Cannon Road, approximate Stations 146 to 1 and 153 to 153+90, due to erosional damage from previous storm events, and to make new grades for a walking/jogging path. Our tests indicate that the compaction of fills placed and/or re-worked meet the minimum requirement of 90 percentrelative compaction of the laboratory standard (ASTM D 1557), where tested. ASPHALTIC CONCRETE TESTING (PHASE E) Testing of asphaltic concrete (AC, asphalt material) pavement was also performed, as solely requested and determined by the contractor/client. Test results indicate that the AC appears to have been compacted to a minimum relative compaction of at least 95 percent of the Hveem maximum density (Cal Test 304), as required by the City, where tested. Representative samples of asphalt material were obtained during paving operations, and tested in order to evaluate that the asphalt meets the minimum specifications per Section 203-6.4 of the "Green Book" (see:the Appendix) with respect to particle size distribution (gradation) and oil content ([extraction] ASTM D 2172). Testing indicates that the asphalt generally meets the minimum requirements in general accordance with Section 203-6 4, where tested Recommendations for pavement design and construction were provided in our pavement design report (GSI, 2007d) for this project. Calavera Hills Ii, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon & College November 14, 2008 File:e:\wp9\5300\5354de.cro Page 2 GeoSouls, Inc. M. SOIL TYPE/AC DESIGNATION MAXIMUM DRY DENSITY OR I HVEEM MAX (pc OPTIMUM MOISTURE .. CONTENT %) A - Silty Sand, Brown . 127.0 10.0 B - Clayey Sand, Dark Brown . 114.0 13.0 c -Sandy Clay, Gray Brown •.; . 120.5 13.0 E - Silty Sand, Dark Brown ' 126.0 . 11.0 F - Gravelly Sand, Brown Gray, .. 134.0 J - Clayey Sand, Gray .• - * ' 121.5 12.5 BB - Silty Clay, Light Gray '• . . 113.5 135 DD - Sand w/Gravel, Brown Gray 144.0 8.0 FF - Sand w/Silt, Brown ' . 130.0 10.0 GG - Class II Aggregate Base (San Marcos) 137.0 • 6.5 HH - Silty Sand, Brown (import) . 131O • 13.0 MM - Sand w/Silt, Gray Brown • 127.0 11.5 'I F •'' .. H. I . 1'. . .. FIELD TESTING 1 Field density tests were performed using the sand-cone method (ASTM D 1556) and I: nuclear (densometer)methods(ASTM D2922 and ASTM D 3017). The test results• are presented in the attached Table 1 2. Field density tests were taken at periodic intervals and random locations to evaluate •! the compactive efforts provided by the contractor. Where test results indicated less than the required minimum compaction,thecontraôtor was notified and the area: was reworked until the required minimum relative compaction was achieved for 1each respective area, where tested. Testing was provided on a part-time basis, as , solely determined andfrequested by the contractor/client. S 3. Visual classification of the soil in the field was the basis for determining the maximum'density value to use for a given density, test. * . ••, .- LABORATORY TESTING p .. : 1 The laboratory maximum dry' density 'and ôptimim moisture content for each of the major soil typeswas deterthined according to test method ASTM D 1557 for soil, or Cal Test 304 for AC Corrected values for the percentage of rock in a given sampl&were used (when necessary) in the determination of relative compaction. The following table presents the results: . .• .•-,' .• Caiavéra Hills II, LLC .. - " • • 'W.O. 5354-D/E-SC Calavera Hills II, Cannon & College • • . . November 14; 2008 File: e':\wp9\53OO\5354decro ' ' . • Page 3 GeoSoils, Inc. -. . • . • ' . . • .. L ME WE SOIL TYPE/AC DESIGNATION MAXIMUM DRY DENSITY 11 OR !..HVEEMMAX' (pcfl ":OPTIMUM4. MOISTURE ::bONTENT ( NN - Sand w/Gravel, Brownish Gray. 128.0 10.0 00 - Class' II Aggregate Base ' ' 142.5 6.b PP - Class II Aggregate Base ' 144.0 6... SS - Class II Aggregate Base . 140.0 7.0 W - Class II Aggregate Base. . 137.0 7.0 YY - Sand Sw/Silt, Bown (DG) ' . . 126.0 10.0. Ad - Asphaltic Concrete 141.0* -- AC2 -Asphaltic'Cóncrete l 1420* AC3 - Asphaltic Concrete '' . ' 143.0*-- AC4 - Asphaltic Concrete' . . . 144:0* -- AC5 - Asphaltic Concrete ' . . 145:0* AC6 - Asphaltic Concrete 146:0* -- * Hveem maximum density per Cat Test'304. , REGULATORY COMPLIANCE Placement of compacted backflhls, under the purview of this report have been completed uirig the observation and selective testing services provided byrepresentãtiv'esof'GSI. Backfill operations were performed in, general conformance with the requirements of the City of Carlsbad. . . . . •. . . . Our findings were made in conformance with generally accepted professional engineering practices, and no further warranty is implied or made GSl assumes no responsibility or liability for work, testing, or recommendations performed or provided by others. This report is subject to review.bytheoñtrolling authorities for this roject. S .. . . * . 45 S - Caiaverà Hills ii, LLC . . ' W.O. 5354-D/E-SC . - . Calavera Hills II, Cannon& College ' . - , November .14, 2008 File:e:\wp9\5300\5354de.cro Page 4 - GeoSoils, Inc. We appreciatethis opportunity to be of service. If you have any questions pertaining to this report,please contact us at (760) 438-3155. Respectfully LU CL NO. 1340 21- XP Englneering o Engineering Geologist, C 40 Geotechnical Engineer, GE 2320 DG/RGC/ATG/JPF/jk/jh . . . Attachments: Table 1 - Field Density Test Results Appendix - References Distribution: (4) Addressee Calavera Hills II, LLC . W.O. 5354-DIE-SC Calavera Hills II, Cannon & College . November 14, 2008 FiIe:e:\wp9\5300\5354de.cro. . . . Page 5 GeoSoils, Inc. . . Table 1 FIELD DENSITY TEST RESULTS Ii TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROM FG MOISTURE CONTENT (%) DRY DENSITY REL COMP TEST METHOD SOIL TYPE WkT. 11, 1* W 9/13/07 - Cannon Rd 128+25 CT 02-16 43.5 9.4 - 110.2 84.8 ND FF 1A W 9/13/07 Cannon Rd 128+25 CT 02-16 43.5 10.9 17.2 - 90.2 ND FF 2* W 9/13/07 - Cannon Rd 130+00 CT 02-16 44.5 8.7 12.7 - 86.7 ND' FE 2A W 9/13/07 Cannon Rd. 130+00 CT 02-16 44.5 10.5 17.4' - 90.3 ND FE 3 W 9/14/07 N. Side Cannon Rd 128+20 CT 02-16 42.5 10.11 117.8 90.6 SC FE 4• W 9/17/07 Cannon Rd 130+00 CT 02-16 44.0 10.3 121.0 93.1 ND FE 5 W 9/17/07 Cannon Rd 132+00 CT 02-16 46.0 10.1 123.3 948 ND FE .6 W 9/18/07 Cannon Rd 133+00 CT 02-16 -2.0 10.8 125.3 96.4 ND FF 7 W 9/18/07 Cannon Rd 134+00 CT 02-16 -2.0 11.2 126.2 . 97.1 ND FE 8. W 9/18/07 Cannon Rd 135+00 CT 02-16 -2.0 10.6 124.4 95.7 ND FF_ 9 W 10/19/07 Cannon Rd 135+00 CT 02-16 -2.5 10.7 119.3 91.8 ND FF 10 W 10/19/07 Cannon Rd 136+00, CT 02-16 -2.5 11.0 120.1 92.4 ND FF -11, W 10/19/07 '' Cannon Rd 136+50 CT 02-16 -2.5 10.6 118.3 91.0 ND FE W 10/20/07 Cannon Rd 136+50 CT 02-16 . -2.0 10.0 117.5 . 90.4 ND FF W 10/20/07 Cannon Rd 136+50 CT 02-16 -2.0 10.3 117.0 90.0 ND FE 14 W 10/29/07 Cannon Rd 127+92 CT 02-16 -1.6 7.2 125.8 91.8 ND GG 15 W 10/29/07 Cannon Rd 127+92 CT 02-16 -0.8 6.8 128.4 93.7 ND GG 16 W 11/7/07 Cannon Rd E. Water Line CT 02-16 -3.0 14.2 110.4 91.6 1 ND C 17 W 1117/07 Cannon Rd E. Water Line CT 02-16 -2.0 13.9 109.3 90.7 ND V C 18 W 11/15/07 El Camino Real 445+75 CT 02-16 38.0 10.3 120.4 92.6 ND FE 19 ,1 W 11/15/07 V El Camino Real 446+50 CT 02-16 38.5 10.0 117.5 904 ND FE 20 - W 11/16/07 El Camino Real 447+25 CT 02-16 39.0 10.0 117.8 90.7 ND FE .21 W 11/17/07 El Camino Real 448+00 CT 02-16 40.0 10.0 119.1 91.6 ND FF 22 W 11/17/07 El Camino Real 44.8+75 CT 02-16 42.0 10.6 118.2 90.9 ND FE 23 W 11/17/07 El Camino Real 449+50 CT 02-16 43.0 10.3 117.0 90.0 ND FE 24 W 11/17/07 El Camino Real 450+25 CT 02-16 45.5 10.8 117.7 90.5 ND FE 25 W 11/17/07 El Camino Real 451 +00 CT 02-16 48.0 10.7 118.0 90.8 ND . FE 26 W .11/17/07 1 El Camino Real 452+00 CT 02-16 52.5 .10.5 117.9 . 90.7 ND FE 27 W 11/17/07 El Camino Real 453+50 CT 02-16 .60.5 10.7 117.4 903 ND .' FE 28 W 11/17/07 El Camino Real 452+50 CT 02-16 .64.5 10.2 120.1 92.4 ND FE 29' . W 12/3/07 El Camino Real 445+80 CT 02-16 -3.0 10.3 124.8 960 ND FE 30 W 12/3/07 El Camino Real 445+65 CT 02-16 -3.0 - 10.7 124.4 95.6 ND FE 31 1 W 12/3/07 El Camino Real X-ing'445+57 CT 02-16 -3.0 . 10.1 1 125.1 962 ND FE 32 W 12/3/07 El Camino Real X-ing 445+57 CT 02-16 -3.0 10.2 125.0 96.1 ND FF 33 'W 12/4/07 EL Camino Real 445+57 . CT 02-16 -4.0 8.8 . 125.2 91.4 ND GG 34 , W 12/4/07 EL Camino Real 445+57 CT 02-16 -2.0 7.8 .130.4 95.2 ND GG 35' W 12/6/07 EL Camino Real 445+57 CT 02-16 -4.0 ' 8.1 126.6 92.4 ND GG 36 W 12/6/07 EL Camino Real 445+57 CT 02-16 -2.0 7.3 128.8 94.0 ND -GG 37 W 12/14/07 ElCamino Real 445+20 CT 02-16 -4.0 11.0 117.2 90.2 ND FE _- W 12/14,07:, ElCaminoReal 445+50 CT 02-16 -4.0 10.1 119.7 92.0 'ND FE 39 W 12/14/07 ElCaminoReal445+30 CT 02-16 -2.0 10.3 1 120.0 92.3 ND FF 40 W 1/14/08 ,.Cannon Rd148+80 CT 02-16 -5.0 10.8 120.4 92.6 ND FE 41 i W 1/14/08 CannonRd148+80 CT 02-16 -5.0 . 11.0 119.3 91.8 ,ND FF 42. W 1/14/08 CannonRd148+80 CT 02-16 -3.0 10.5 123.2 94.8 ND FE 43 W 1/16/08 ElCaminoReal CT 02-16 -4.0 10.8. 117.0 90.0 ND FE 44 W 1/17/08 ElCaminoReal453+80 CT 02-16 -4.0 10.6 119.7 92.1 ND FE 45 W 1/17/08 ElCaminoReal453+80 CT 02-16 -2.0 10.1 124.5 95.8 ND FE 46 W 2/20/08 'College Blvd 116+60 CT 02-16 -1.0 11.7 121.8' 95.9 ND MM 47- W 2/20/08 CollegeBlvd116+60 CT 02-16 FG 11.6 122.0 96.0 ND MM 48 W 3/3/08 CannonRd133+10 CT 02-16 FG 8.5 125.6 93.7 ND F 49' W 3/3/08 Cannon. Rd134+00 CT 02-16 FG 8.1 126.1 94.1 ND F 50 W 3/3/08 Cannon Rd 135+00 CT 02-16 FG 8.3 125.8 93.8 ND 'F Calavera Hills II, LLC W.O. 5354-DIE-SC V Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354decro Page ,1 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS S TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (It) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP TEST METHOD SOIL TYPE 51 W 3/3/08 Cannon Rd 135+80 CT 02-16 FG 6.3 136.2 95.5 ND 100 52 W 3/3/08 Cannon Rd 136+20 CT 02-16 FG 6.1 136.8 96.0 ND 00 53 W 3/3/08 Cannon Rd 136+80 CT 02-16 FG 8.1 127.8 95.3 ND F 54 . W , 3/3/08 Cannon Rd 136+40 CT 02-16 FG. 8.3 127.6 95.2 ND F 54 W 3/6/08 Median College Blvd 104+20 CT 02-16 FG 6.5 137.9 95.7 ND PP 55 W 3/3/08 Cannon Rd 136+60 CT 02-16 FG 6.5 136.9 96.0 ND 00 55 W . 3/6/08 Median College Blvd 105+00 CT 02-16 FG i 6.2 138.4 96.1 ND 1 PP 56 W 3/3/08 - Cannon Rd 136+70 CT 02-16 FG 8.0 128.2 956 ND .. F 56 W 3/6/08 Median College Blvd 106+00 CT 02-16 FG 6.3 138.2 95.9 ND PP 57. W 3/4/08 Cannon Rd 132+80 CT 02-16 FG 8.1 126.2 94.1 ND F 57 W 3/6/08 N. Side Cannon Rd 137+20 CT 02-16 FG 8.4 138.0 95.8 ND DD 58 W 3/4/08 Cannon Rd 132+00 CT 02-16 FG 8.4 125.8 93.8 ND F 58. W 3/6/08 N. Side Cannon Rd 138+00 CT 02-16 FG 8.1 138.4 96.1 ND DD 59 W. 3/4/08 Cannon Rd 131+50 CT 02-16 FG 8.6 125.6 93.7 ND F 59 W 3/6/08 N. Side Cannon Rd 139+00 CT 02-16 FG 8.4 138.1 95.9 ND : DD 60 W 3/4/08 Cannon Rd 130+30 CT 02-16 FG 8.2 126.1 941 ND F 60' W 3/6/08 N. Side Cannon Rd 140+00 CT 02-16 FG 8.6 137.8 95.6 ND DD 61. W 3/4/08 Cannon Rd 129+20 CT 02-161 FG 8.4 125.7 93.8 . ND F 61, W 3/7/08 N. Side Cannon Rd 141+00 CT 02-16 FG 8.4 138.1 95.9 ND DD 62 W 3/4/08 Cannon Rd 128+00 CT 02-16 FG 8.3 125.9 93.9 ND F 62' W 3/7/08 N. Side Cannon Rd 142+00 CT 02-16 FG 8.2 1 138.4 961 ND DD 63 W 3/4/08 Cannon Rd 127+00 CT 02-16 FG 8.5 125.7 93.8 ND F 63 W 3/8/08 N. Side Cannon Rd 143+00 CT 02-16 FG 8.6 137.5 95.4 SC DD 64 W 3/8/08 N. Side Cannon Rd 144+00 CT 02-16 FG 8.1 138.3 96.0 ND DD 65 W 3/8/08 Median College Blvd 107+00 CT 02-16 FG 6.3 138.2 95.9 ND .. PP - 66 W 3/8/08 Median College Blvd 108+00 CT 02-16 FG 6.7 137.3 95.3 ND PP 67 W 3/8/08 Median College Blvd 109+00 CT 02-16 FG 6.4 138.0 95.8 ND PP 68 W 3/10/08 . Median College Blvd 110+10 CT 02-16 FG 6.2 138.4 96.1 ND PP 69 W 3/10/08 Median College Blvd 110+95 CT 02-16 FG 6.5 137.8 95.6 ND . PP 70 W 3/10/08 Median College Blvd 111+80 CT 02-16 FG 6.3 138.3 96.0 ND PP 71 W 3/10/08 1 Median College Blvd 112+50 CT 02-16 FG 6.6 137.6 95.5 ND PP 72 W 3/10/08 N. Side Cannon Rd 145+00 CT 02-16 FG 8.0 138.3 96.0 ND DD 73 W 3/10/08 N. Side Cannon Rd 146+00 CT 02-16 FG 8.4 137.9 95.7 ND DD, 74 W 3/10/08 N. Side Cannon Rd 147+00 CT 02-16 FG 8.1 138.2 95.9 ND DD 75, W '. 3/11/08 N. Side Cannon Rd 148+00 CT 02-16 FG . 8.4 137.8 . 95.6 .ND DD 76 W 3/11/08 N. Side Cannon Rd 149+05 CT 02-16 FG 8.6. 137.5 95.4 ' .ND . DD 77 W 3/11/08 N. Side Cannon Rd 149+50 CT 02-16 FG 8.9 136.9 95.0 SC , . DD 78 W 3/11/08 Median Cannon Rd 158+65 CT 02-16 FG . 8.1 138.4 96.1 ND DD 79 W 3/11/08 Median Cannon Rd 157+90 CT 02-16 FG 8.0 138.7 96.3 ND - DD 80 W 3/11/08 Median Cannon Rd 157+00. CT 02-16 FG 8.3 138.1 95.9 SC DD 81 W 3/12/08 N. Side Cannon Rd 151 +00 CT 02-16 FG 8.6 136.5 94.7 ND DD 82 W 3/12/08 N. Side Cannon Rd 152+00 CT 02-16 FG 8.9 136.1 94.5 ND DD 83. -W 3/12/08 N. Side Cannon Rd 153+10 CT 02-16 FG 8.2 137.1 95.2 ND - . DD 84 W 3/12/08 . N. Side Cannon Rd 154+00 . CT 02-16 FG . 8.1 137.4 95.4 ND DD 85 W 3/12/08 N. Side Cannon Rd 155+00 CT 02-16 FG . 8.5 136.6 94.8 ND . DD 86 W 3/14/08 . N. Side Cannon Rd 156+00 CT 02-16 FG 8.4 137.3 95.3 ND DD 87. W 3/14/08 N. Side Cannon Rd 157+00 CT 02-16 FG 8.9 136.7 94.9 ND DD 88 W 3/14/08 N. Side Cannon Rd 158+00 . CT 02-16 FG 8.3 137.5 95.4 ND DD 89 W 3/14/08 . N. Side Cannon Rd 159+00 CT 02-16 FG . 8.1 137.9 95.7 ND DD 90 W 3/14/08 N. Side Cannon Rd 160+00 CT 02-16 FG ' 8.0 138.4 96.1 ND . DD 91 W 3/14/08 N. Side Cannon Rd 161 +00 CT 02-16 FG 8.2 137.7 95.6 1 ND . DD 92 W 3/14/08 N. Side Cannon Rd 162+20 1 CT 02-161 FG 1 9.0 136.0 94.4 ND DD 93 W 3/14/08 N. Side Cannon Rd 163+30 1 CT 02-16 1 FG 1 8.3 137.5 95.4 ND ' DD 1CaIavera Hills II, LLC W.O. 5354-D/E-SC Calavera Hills II, Cannon and College November 2008 File: C:\exce1\tab1es\5300\5354de.cro Page 2 . - GeoSOils, Inc. Table 1 - FIELD DENSITY TEST RESULTS .1' TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROM FG MOISTURE cONTENT (%) DRY DENSITY {pcf) REL C %OMP (%) TEST METHOD SOIL TYPE 94 W 3/14/08 College Blvd 117+00 CT 02-16 FG 1 8.0 138.3 96.0 ND DD 95 W 3/17/08 Median Cannon Rd 156+50 CT 02-16 FG 8.0 138.3 96.0 ND DD 96 W 3/17/08 Median Cannon Rd 155+50 CT 02-16 FG 8.3 137.5 954 ND 'DD 97 W 3/17/08 Median Cannon Rd 154+25 CT 02-16 FG 8.4 137.6 956 ' ND DD 98 W 3/17/08 Median Cannon Rd 153+50 CT 02-16 FG 8.9 136.8 95.0 ND 'DD 99 W 3/17/08 Median Cannon Rd 153+00 CT 02-16 FG 8.4 137.7 956 ND DD 100' W 3/18/08 Median Cannon Rd 157+65 CT 02-16 FG 8.2 137.7 956 ND DD 101 W 3/18/08 Median Cannon Rd 145+00 CT 02-16 FG 8.0 138.1 95.9 ND DD 102 W 3/18/08 Median Cannon Rd 144+50 CT 02-16 FG 8.6, 137.4 95.4 ND DD 103 W 3/18/08 Median Cannon Rd 143+60 ' CT 02-16 FG 8.3 137.5 954 ND DD 104 W 3/18/08 Median Cannon Rd 142+50 CT 02-16 FG 8.4 137.2 95.2 ND 'DD 105 W 3/19108 Median Cannon Rd 141 +80 CT 02-16 FG 8.1 138.4 96.1 ND DD 106 W 3/19/08 . ' . Median Cannon Rd 141+00 CT 02-16 FG 8.5 137.8 95.6 ND - DD 107 W 3/19/08 Median Cannon Rd 140+15 CT 02-16 'FG : 8.3 138.2 95.9 Sc DD 108 . RW 3/25/08 Cannon Rd 150+80 CT 02-16 FG 8.3 138.3 96.0 'ND DD 109 RW 3/25/08 Cannon Rd 150+20 CT 02-16 FG 8.0 138.7 96.3 ND DD 110 RW 3/25/08 Cannon Rd 150+00 CT 02-16 FG 8.5 138.0 95.8 ND DO 111 RW 3/25/08 Cannon Rd 150+00 CT 02-16 FG 8.7 137.8 95.6 ND' DD 112 RW 3/26/08 N. Side Cannon Rd 136+25 CT 02-16 FG 8.5 137.6 95.5 ND' , DD 113 RW 3/26/08 N. Side Cannon Rd 136+10 CT 02-16 FG . 8.1 138.0 95.8 ND DD 114 RW 4/16/08 College Blvd 15+05 CT 02-16 FG ' 6.5 138.0 95.8 ND PP 115. RW , 4/16/08 College Blvd 113+60 CT 02-16 FG 6.9 137.0 95.1 ND PP 116 RW 4/16/08 College Blvd 112+50 CT 02-16 FG 7.0 136.8 95.0 ND PP 117 RW 4/16/08 ' College Blvd 111+05 CT 02-16 FG 7.2 136.2 94.5 ND PP 118 RW 4/16/08 College Blvd 109+50 CT 02-16 FG 7.3 136.0 94.4 SC PP 119 RW 4/16/08 College Blvd 108+00 CT 02-16 FG , 7.0 136.8 95.0 ND PP 120: RW 4/16/08 College Blvd 106+50 CT 02-16 ' FG 6.4 138.2 95.9 ND ', PP 121 RW 4/16/08 College Blvd 105+00 CT 02-16 FG 6.2 138.7 96.3 ND PP 1221 RW 4/21/08 College Blvd 114+50 CT 02-16 FG . ' 7.1 135.8 94.3 ND PP 123 RW 4/21/08 College Blvd 113+20 CT 02-16 FG 6.9 136.0 94.4 ND . PP 124 RW 4/21/08 College Blvd 112+10 CT 02-16 FG 7.4 135.1 93.8 ND PP -125 RW 4/21/08 College Blvd 111+00 CT 02-16 FG . 6.5 136.9 95.0 ND PP 126 RW 4/21/08 College Blvd 110+00 CT 02-16 FG 6.3 135.2 93.8 ND PP l27' RW 4/21/08 College Blvd .108+90' CT 02-16 FG 6.2 ' 135.4 94.0 ND PP 128, RW 4/21/08 College Blvd 107+50 CT 02-16 FG .6.7 136.1 945 ND PP 129 RW 4/21/08 College Blvd 106+00 . CT 02-16 FG 6.4 136.2 94.5 ND , PP 130' RW 4/21/08 College Blvd 105+10 CT 02-16 FG 6.0 136.8 95.0 1 SC PP 131 RW 4/22/08 College Blvd 114+15 CT 02-16 FG 6.4 . 136.1 '94.5 ND PP 132 RW 4/22/08 College Blvd 115+20 CT 02-16 FG 6.2 136.4 94.7 ND ' PP 133 W 4/23/08 College Blvd 115+65 CT 02-16 FG . 6.7 135.8 94.3 ' ND ' PP 134' W 4/23/08 'College Blvd 116+45 CT 02-16 ' FG , 6.3 136.5 94.7 ND ' PP 135 W 4/23/08 College Blvd 115+95 CT 02-16 FG 6.1 136.9 95.0 ND , PP 136 W 4/23/08 . College Blvd 116+70 CT 02-16 FG ' 6.2 136.5 94.7 ND PP 137' W 4/24/08 College Blvd 113+55 ' CO2-16 FG 6.4 136.2 94.5 ND PP 138 W 4/24/08 College Blvd 112+70 CT 02-16 FG 6.0 137.0 95.1 ND PP 139 W 4/24/08 College Blvd 112+00 CT 02-16 FG ' 6.5 136.0 94.4 ND . PP 140 W 4/29/08 Cannon Rd 128+50 CT 02-16 5.0 8.4 139.0 '96.5 ND DD 141 '1 W 4/29/08 Cannon Rd 128+50 CT 02-16 -3.0 8.2 139.4 96.8 ND DD '142 RW 5/2/08 Cannon Rd 161+25 CT 02-16 FG 8.6 136.5 947 . ND DD 143 RW 5/2/08 Cannon Rd 160+50 CT 02-16 FG 8.4 136.9 95.0 -SC ' 'DD 144.-RW 5/2/08 Cannon Rd 159+30 CT 02-161 FG 1 8.0 1 136.0 944 ND ' DD 145 RW 5/2/08 Cannon Rd 158+50 CT 02-16 FG 8.2 135.5 940 ND DD 146 RW 5/2/08 Cannon Rd 157+55 CT 02-16 FG 8.4 135.2 93.5 ND DD Calavera Hills II LLC W.O. 5354-DIE-SC 'Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 3 GeoSoils, Inc. ' RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) MOISTURE CONTENT {%) DRY 1)ENSITY (pci) REt. COMP (%) TEST METHOD SOtI TYPE 147 RW 5/2/08 Cannon Rd 156+00 CT 02-16 FG '. 8.0 136.8 95.0 ND 'DD 148 RW . 5/2108 . Cannon Rd 154+55 CT 02-16 FG 8.3 135.3 93.9 .. ND. DD 149 RW 5/2/08. Cannon Rd 153+30 CT 02-16 FG 8.9 134.8 93.6 ND ,' DD 150. RW 5/2/08 ' Cannon Rd 152+00 CT 02-16 FG : - 8.0 136.7 94.9 SC , DD 151 ' RW 5/5/08 - Cannon Rd 161+25 CT 02-16 FG , 8.3 136.5 94.7. ND .'DD 152. RW 5/5/08 Cannon Rd 160+00 CT 02-16 FG. 8.0 , 136.9 950 ND DD 153' RW t 5/5/08. ' Cannon Rd 159+00 CT 02-16 FG 8.6 135.4 94.0 ND. DD 154 RW 5/5/08 Cannon Rd 158+00 CT 02-16 . FG ' 8.8 135.0 93.7 1 ND DD 155 RW 5/5/08 Cannon Rd 157+20 CT 02-16 FG 8.0 136.8 95.0 ND DD 156 RW 5/5/08 Cannon Rd 156+00 •, . CT 02-16 . FG . ' 8.1 136.6 94.8 ND . . DD 157 RW 5/5/08 Cannon Rd 154+40 CT 02-16 FG ' 8.9 134.8 93.6 SC . DD 158. RW 5/6/08 Cannon Rd 162+55.CT 02-16 79.0 87 135.3 93.9, ND DID 159 RW 5/6/08 CannonRd161+20 CT 02-16 79.0 8.2 136.6 948 ND . DD 160 RW 5/6/08 CannonRd160+30 CT 02-16 75.0 8.1 136.9 95.0 ND .DD 161, RW 5/6/08 CannonRd159+00 CT 02-16 74.0 , -8.5 135.9 94.3,1, ND' ','. DD 162 RW . 5/6/08 CannonRd157+85 CT 02-16 73.0 - ..8.0 136.9. 95.0 ND DD 163w RW 5/6/08 CannonRd156+90 CT 02-161 76.0 8.3 .136.4 .94.7 .ND 'DD 164 W 5/15/08 . Cannon Rd Crossover 136+95 CT 02-16 -1.0 !, 8.4 . 137.0 95.1 ND . DD 165 W 6/11/08 N. Side Cannon Rd at Sidewalk 147+90 CT 02-16 FG 8.3 136.2 94,5 ND DD 166 W . 6/11/08 N. Side Cannon Rd at Sidewalk 146+80 CT 02-16 FG 8.6 135.8 94.3 SC' ',DD 167. W 6/11/08 N:Side Cannon Rd at Sidewalk 145+50 CT 02-16 . FG , 8.9 135.1 1 93.8. ND ' DD 168' W 6/11/08 N. Side Cannon Rd at Sidewalk 144+80 CT 02-16 FG .8.2 136.4 94.7 ND . DD 169 W 6/13/08 1 N. Side Cannon Rd at Sidewalk 143+70 CT 02-16 1 FG - 9.0 134.1 93.1 ND ,'DD 170. W ' 6/13/08 N. Side Cannon Rd at Sidewalk 142+65 CT 02-16 FG 8.4 136.0 . 94.4 ND . DD 171' W 6/13/08 N. Side Cannon Rd at Sidewalk 141+30 CT 02-16 FG 1 8.0 136.7 94.9- ND DD 172. W - 6/13/08 N. Side Cannon Rd at Sidewalk 140+35 CT 02-16 FG 8.7 135.7 . 94.2 ND . .DD 173 W 6/13/08. N. Side Cannon Rd at Sidewalk 139+00 CT 02-16 FG .' 8.5 136.0 94.4, ND DD li S 10/2/07 Cannon Rd 159+57 . CT 02-161 66.0 ,.11.2 '122.4 1 97.1 1 ND . E' ......?_ 5 10/2/07 . Cannon Rd 159+57 CT 02-16 68.0 11.6 122.0 96.8' SC ;. E 3 S . 10/2/07 Cannon Rd 159+57 CT 02-16 70.0 11.3 122.3 97.0 . ND E 4. . S 10/2/07 '.' Cannon Rd 159+57 CT 02-16 67.0 -. 11.7 1222 96.9. ' ND . E STOMQlA1 11 SD. 8/31/07- -Cannon Rd136+00 CT 02-161 49.0 . ._9.7 '125.4 93.6 ND ,i.F 2' SD 8/31/07 ,Cannon Rd136+00 CT02-16 .48.0 . 10.0 . 124.4 92.8 ND F SD 8/31/07 .. ',Cannon Rd136+00.. CT 02-16 :_46.0 11.6 124.6 93.0. ND F 4' SD 8/31/07 Cannon Rd136+00 ' CT 02-16 510 10.4 123.1 91.9 ScF 5 SD 9/5/07 Cannon Rd136+00 .. CT 02-16 50.0 10.3 121.8 90.9 ND .F 6 SD 9/5/07 Cannon Rd136+00 . CT 02-16 53.0 10.0 121.9 91.0' '-ND F 7- .SD 9/21/07 Cannon Rd135+90 . CT 02-161 50.0 11.1 121.6 90.7 ND F 8'' SD 9/21/07 Cannon Rd135+90 . CT 02-16 52.0 .10.0 122.0 91.3 ND F 9 SD 9/21/07 Cannon Rd135+90 '' CT 02-16 54.0 , 9.7 .121.8 90.9 ND "F 10 SD 9/24/07 '.Cannon Rd162+84 CT02-16 66.0 11.7 . .122.3 97.0 ND '.E 11- SD 9/24/07 .Cannon Rd162+84 _- CT 02-16 68.0 . ,11.2 '.122.9 975 SC . E 12 SD 9/24/07 Cannon Rd162+84 . CT 02-16 70.0 .11.0 .123.5 98.0 ' ND E 13 SD .4/9/08 CannonRd136+10 CT 02-16 -5.0 7.3. 134.6 96.1 ND SS 14 SD .4/9/08 Cannon Rd 136+10 CT02-16 -2.0 *. 7.0 135.2 96.5 .ND SS 15', SD 4/9/08 .,.Cannon Rd136+10 'CT 02-16 BG 7.1 135.0 96.4 ND 'SS 16 SD 4/9/08 .Cannon Rd136+20 CT 02-16 -5.0 7.5 133.9 . 95.6 ND - .'SS I, -. Calavera Hills II, LLC * I Calav era Hills II, Cannon and College File: C:\excel\tables\5300\5354de.cro / I W.O. 5354-D/E-SC November 2008 Page GeoSoils, Inc. . , : TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (it) FROM FG MOISTURE CONTENT DRY DENSITY REL COMP (%) TEST METHOD SOIL TYPE 17 SD 4/9/08 . Cannon Rd 136+20 CT 02-16 -2.0 7.2 135.1 96.5 ND --.SS 18 SD 4/9/08 Cannon Rd 136+20: CT 02-16 BG .7.3 134.6 96.1 ND . SS 19 . SD 4/14/08 Cannon Rd 136+15 CT 02-16 -5.0 8.2 139.6 96.9 ND DD 20. SD. 4/14/08 Cannon Rd 136+15 CT 02-16 . -3.0 8.0 139.9 971 . ND DD 21 SD 4/18/08 Cannon Rd 136+15 CT 02-16 48.0 8.2 139.7, 97.0 ND . DD 22: SD 4/18/08 Cannon Rd 136+15 CT 02-16 50.0 8.4 139.4 96.8 ND DD 1. E 11/5/07 Cannon Rd 151+25 - CT 02-16 FG 8.7 139.4 96.8 ND DD 2 E 11/5/07 Cannon Rd 151+95 CT 02-16 FG 8.2 140.1 97.2 ND DD 3, E 11/5/07 Cannon Rd 152+80 . CT 02-16 FG 8.0 140.5 97.5 ND OD 4 E 11/5/07 Cannon Rd 153+70 CT 02-16 FG . 8.5 139.7 97.0 SC . DD 5. E 11/5/07 cannon Rd 154+70 CT 0246 . FG . 8.9 139.0 96.5 ND . DO E 11/5/07 Cannon Rd 155+70 CT 02-16 FG 8.7 139.4 96.8 ND DO 7, E 11/5/07 Cannon Rd 156+50 CT 02-16 FG 8.3 140.0 97.2 ND DO 8 E 11/6/07 5. Cannon Rd X-Over Traffic 136+23, CT 02-16 FG 8.2 140.0 97.2 ND DD 9 E 11/6/07 S. Cannon Rd X-Over Traffic 157+00 CT 02-16 FG 8.0 140.5 97.5 ND V DD 10 E 11/6/07 5 Cannon Rd X-Over Traffic 157+50 CT 02-16 . FG 8.7 139.5 96.8 ND DD 11 E 11/6/07 S. Cannon Rd X-Over Traffic 158+20 CT 02-16 FG 8.9 .139.1 96.5 ND zDD .E - 11/16/07 N. Cannon Rd 149+70 CT 02-16 FG 8.0 140.3 97.4 . ND . DD 13 E 11/16/07 N. Cannon Rd149+00 . CT 02-16 FG 8.3. 139.8 97.0 ND .,DD 14 E 11/16/07 N.CannonRd148+00 CT_02-16 FG 8.7 139.5 96.8 ND DO 15, E 11/16/07- N. Cannon Rd147+00 ,. CT02-16 FG -8.1 140.2 97.3 SC __ DD 16 E 11/16/07 N.CannonRd145+40 CT 02-16 FG 8.5 1 139.7 97.0 ND .DD 17 E 11/16/07 - -N. Cannon Rd144+00 CT 02-16 FG -9.2 138.9 96.4 ND DO -E 11/16/07 -.N. Cannon Rd142+00 - CT 02-16 FG -8.7 139.5 96.8 ND OD E 11/16/07 N. Cannon Rd141+00 - CT 02-16 FG 8.0 140.3 97.4 SC DO 20 E -11/16/07 N. Cannon Rd139+40 . CT 02-16 FG 8.4 139.9 97.0 ND DO 21 E 11/16/07 N. Cannon Rd137+40 CT 02-16 FG 8.3 139.9 97.0 .ND DO 22' E' 11/20/07 N.CannonRd135+50 CT 02-16 FG 8.7 137.8 95.6 ND DD 23 E 11/20/07 '.N. Cannon Rd133+50 CT 02-16 FG -. 8.1 138.4 96.1 ND - DD 24 F 11/20/07 N.CannonRd132+00 CT 02-16 .FG . 8.3 138.1 95.9 SC -DO 25 F -11120/07 N.CannonRd129+50 CT 02-16 FG . 8.0 138.7 96.3 NO- DO 26 E 11/20/07 N.CannonRd128+20 CT 02-16 FG 8.2 138.5 96.0 ND. -- _DO 27.. -E ,2/25/08 College Blvd _112+50 - CT 02-16 FG 11.3 - 120.0 95.2 ND E E 2/25/08 -College Blvd 111+50 CT02-16 FG - _11.5 - 119.8 95.0 ND E 29 E 2/25/08 .College Blvd 110+00 CT02-16 -FG 11.0 121.3 96.2 IND - E 30 E 5/16/08 - _.College Blvd 113+00 CT 02-16, -1.0 10.1 124.0. 95.3 .ND - FF 31 E 5/16/08 ..College Blvd 111+70 CT 02-16 -1.0 10.5 123.6 -95.0 NO FF 32 E 5/16/08 . College Blvd 110+50 CT 02-16 -1.0 10.7 - 123.1 .94.6 SC FF, -33 E 5/16/08 - College Blvd 109+50 CT 02-16 -1.0 10.6 123.4 94.9 NO ' FF 34 E . 5/19/08 College Blvd 113+60 CT 02-16 -1.0 - 10.6 122.9 94.5 NO FF 35. . E 5/19/08 College Blvd 114+50 CT 02-16 - -1.0 10.8 122.3 94.0 NO ,FF 36 .E 5/19/08 College Blvd 115+50 CT 02-16 -1.0 10.9 122.0 93.8 NO FF 31 E 5/19/08 College Blvd 116+40 CT 02-16 1 -1.0 . 10.2 123.7 95.1 NO . FF 38 E 5/19/08 - College Blvd 117+00 - - CT 02-16 - -1.0 10.0 124.0 95.3 ND FE 39 E 6/17/08 S. Side Cannon Rd 137+35 CT 0246 -1.0 - 8.5 . 138.0 95.8 ND OO 40' E 6/17/08 S. Side Cannon Rd 137+35 CT 02-16 FG 8.2 - 138.5 96.1 ND -- DO 41 E .6/17/08 S. Side Cannon Rd 150+85- CT 02-16 FG - 8.3 138.3 96.0 ND ' DO J01f4j[ TREN - t JT 9/12/07 S. Side Cannon Rd 1,62+40 -- CT 02-16 - 68.0 9.4 130.0 90.3 NO , DO 2 - JT 9/12/07 S. Side Cannon Rd 160+00 CT 02-16 65.0 - 8.9 - 130.8 90.8 SC DO 3* JT 9/12/07 S. Side Cannon Rd 157+00 CT 02-16 68.0 - 4.7 - 124.3 -86.3 NO IDD 3A JT 9/13/07 S. Side Cannon Rd 157+00 . CT 02-16 68.0 - 8.6 130.5 90.6 ND DO Calavera Hills II, LLC - • - - - - - W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2668 File: C:\excel\tables\5300\5354de.cro GeoSoils, me. - - . Pages Table 1 FIELD DENSITY TEST RESULTS - TEST NO - UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROMFG MOISTURE CONTENT (%) DRY DENSITY pct) REL COMP (%) TEST METHOD SOIL TYPE 4* JT 9/12J07 S. Side Cannon Rd 154+00 CT 02-16 68.5 5.6 124.5 86.5 ND DD. 4A JT 9/13/07 S. Side Cannon Rd 154+00 CT 02-16 68.5 9.1 129.6 90.0 ND DD 5 JT 9/13/07 S. Side Cannon Rd 155+00 CT 02-16 71.0 8.8 130.9 90.9 ND DD 6 JT 9/13/07 S. Side Cannon Rd 153+35 CT 02-16 71.2 8.1 130.4 90.5 ND DD 7 JT 10/4/07 Cannon Rd 152+80 CT 02-16 71.0 8.6 130.6 90.6 ND DD 8 JT 10/4/07. Cannon Rd 152+40 CT 02-16 71.0 8.1 131.2 91.1 ND DD 9 , JT 10/4/07 Cannon Rd 151+90 CT 02-16. 70.0 8.7 130.5 90.6 ND DD 10 JT 10/4/07 Cannon Rd 151+40 CT 02-16 70.0 9.1 129.8 90.1 ND DD 11 JT 10/4/07 Cannon Rd 151 +00 CT 02-16 69.5 8.4 130.8 90.8.1 ND DD 12 JT 10/5/07 Cannon Rd 150+60 CT 02-16 69.0 8.1 131.3 91.1 ND DO 13 JT 10/5/07 Cannon Rd 150+10 CT 02-16 68.5 8.6 130.8 908 ND DD 14 JT 10/5/07 Cannon Rd 149+50 CT 02-16 68.0 9.3 130.2 90.4 ND DD 15 JT 10/5/07 Cannon Rd 149+00 CT 02-16 67.5 8.6 130.8 90.8 ND DD 16 JT 10/5/07 Cannon Rd 148+50 - CT 02-16 67.0 - 8.3 131.1 91.0 ND DD 17 JT 1015/07 Cannon Rd 148+00 CT 02-16 66.5 8.2 131.2 91.1 ND DD 18 JT 10/5/07 Cannon Rd 147+50 CT 02-16 64.0 . 8.0 131.5 91.3 ND DD 19 JT 10/5/07 Cannon Rd 147+00 CT 02-16 -2.0 8.1 132.1 917 SC . DD 20 JT 10/5/07 Cannon Rd 146+50 CT 02-16 -2.0 8.4 1 131.3 91.1 ND DD 20 JT 10/8/07 Cannon Rd 145+50 CT 02-16 -2.0 8.6 130.8 90.8 ND . I DD 21 JT 10/5/07 Cannon Rd 146+00 CT 02-16 -1.0 8.2 130.0 90.2 ND DD 21 JT 10/8/07 Cannon Rd 145+00 CT 02-16 -2.0 . 8.3 131.1 91.0 ND DD 22 JT 10/8/07 Cannon Rd 144+50 CT 02-16 -1.0 8.0 131.5 91.3 ND DD 23 JT 10/8/07 Cannon Rd 144+00 CT.02-16 -2.0 8.4 131.2 91.1 ND DD 24 JT 10/8/07 Cannon Rd 143+60 CT 02-16 -2.0 8.7 130.6 90.6 SC DD 25 JT 10/8/07 Cannon Rd 143+00 CT 02-16 -2.0 9.0 130.3 90.4 ND DD 26 JT 10/8/07 Cannon Rd 142+55 CT 02-16 11.0 8.5 131.1 91.0 SC ,DD 27 JT 10/9/07 Cannon Rd 150+95 CT 02-16 -1.0 8.4 131.3 91.1 ND DD 28 JT 10/9/07 Cannon Rd 150+85 CT 02-16 -1.0 8.0 131.9 91.5 ND DO 29 JT 10/9/07 Cannon Rd 150+80 CT 02-16 -1.0 8.7 131.0 90.9 ND DO 30 JT 10/9/07 Cannon Rd 149+95 CT 02-16 -1.0 9.1 130.6 90.6 ND DO 31 JT 10/9/07 Cannon Rd 148+95 CT 02-16 -1.0 9.0 1 130.7 90.7 ND DO 32 JT 10/9/07 Cannon Rd 148+20 CT 02-16 -1.0 8.5 131.2 91.1 ND DD 33 JT 10/9/07 Cannon Rd 146+50 CT 02-16 -1.0 4 8.4 131.4 912 ND - DO 34 JT 10/9/07 Cannon Rd 146+15 CT 02-16 -1.0 8.0 132.0 91.6 ND DD 35 JT 10/9/07 Cannon Rd 144+55 CT 02-16 -1.0 8.7 131.0 90.9 ND DD 36 JT 10/9/07 Cannon Rd 143+00 CT 02-16 -1.0 8.8 130.9 90.9 ND DD 37, JT 10/16/07 Cannon Rd142+00 CT 02-16 -1.0 9.2 135.0 93.7 ND DO 38 JT 10/16/07 Cannon Rd 141+55 CT 02-16 -1.0 8.7 135.5 94.0 SC DO 39 JT 10/16/07 Cannon Rd 140+80 CT 02-16 -1.0 - 8.9 135.1 93.8 ND DD 40 JT 10/16/07 , Cannon Rd 140+00 CT 02-16 -1.0 9.4 134.8 93.6 SC DO 41 JT . 10/16/07 Cannon Rd 139+20 CT 02-16 -1.0 8.3 136.1 94.5 ND DD 42 JT 10/16/07 Cannon Rd 138+50 CT 02-16 -1.0 8.0 136.7 94.9 ND 4 DO 43 JT 10/16/07 Cannon Rd 137+70 . CT 02-16 -1.0 - 8.0 136.9 95.0 ND DO 44 JT 10/16/07 Cannon Rd 137+20 CT 02-16 -1.0 8.5 135.7 94.2 SC DD 45 JT 10/17/07 Cannon Rd 136+75 CT 02-16 -1.0 8.9 135.0 93.7 ND DO 46 JT 10/17/07 Cannon Rd135+50 CT 02-16 -1:0 8.4 135.5 940 ND DO 47 JT 10/17/07 Cannon Rd 134+65 CT 02-16 -1.0 8.2 135.7 94.2 ND DD 48 JT. 10/17/07 Cannon Rd 133+50 CT 02-16 -1.0 8.8 135.2 93.8 SC DO 49 JT 10/17/07 Cannon Rd.132+50 CT 02-16 -1.0 9.3 134.5 93.4 ND DD 50 JT 10/17/07 Cannon Rd 131+50 CT 02-16 -1.0 9.0 134.9 93.6 ND DO 51 JT 10/17/07 Cannon Rd 130+50 CT 02-16 -1.0 8.4 135.6 94.1 ND - DD 52 JT 10/18/07 Cannon Rd 129+80 CT 02-16 -1.0 8.1 136.9 95.0 1 'ND DO 53 JT 10/18/07 Cannon Rd 129+00 CT 02-16 1 -1.0 8.4 136.5 947 1 -ND DD Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 6 GeoSoils, Inc. . ThhI 1 FIELD DENSITY TEST-RESULTS - TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTH (ft) FROM FG MOISTURE CONTENT (%) DRY DENSITY (ptf) REL COMP J TEST METHOD SOIL TYPE 54 JT 10/18/07 Cannon Rd 128+50 CT 02-16 -1.0 8.7 136.0 944 ND DD 55 JT 10/18/07 Cannon Rd 127+80 CT 02-16 -1.0 8.0 137.1 95.2 ND DD 56 JT 10/18/07 Cannon Rd 127+30 CT 02-16 -1.0 8.6 . 135.9 94.3 ND DD 57 JT 10/19/07 Cannon Rd 127+00 CT 02-16 -1.0 8.4 136.5 94.7 ND DD 58 JT 10/19/07 - Cannon Rd 126+50 CT 02-16 -1.0 8.2 136.8 95.0 ND DD 59 JT 10/19/07 , Cannon Rd 126+20 CT 02-16 :1.0 8.9 136.0 94.4 Sc DD 60 JT 10/19/07 Cannon Rd 127+50 CT 02-16 -1.0 9.3 135.5 940 ND DD 61 JT 10/19/07 Cannon Rd 128+15 CT 02-16 -1.0 9.5 .135.0 93.7 1 ND DD 62 JT 11/15/07 College Blvd 115+00 CT 02-16 -3.0 10.5 125.5' .96.5 . ND FF 63 JT 11/15/07 College Blvd 114+00 CT 02-16 -3.0 10.0 - 126.1 '97.0 ND FF 64 JT 11/15/07 College Blvd 113+00 CT 02-16 -3.0 10.3 125.9 96.8 ND FF 65 JT 11/15/07 College Blvd 112+00 CT 02-16 -3.0 10.7 125.1 96.2 ND FF 66 JT 11/15/07 College Blvd 111+00 CT 02-16 -3.0 10.5 125.6 96.6 ND. '+ FE 67 - 'JT- 11/15/07 College Blvd 110+00 CT 02-16 -3.0 . 10.2 125.8 96.7 ND FF 68 JT 11/20/07 College Blvd 113+50 CT 02-16 -1.0 11.8 121.0 95.2 ND . 1MM 690 JT 11/20/07 College Blvd 112+50 CT 02-16 -1.0 - 11.6 121.4 95.5 ND MM .70 JT 11/20/07 College Blvd 111+50 . CT 02-16 -1.0 11.9 120.9 95.1 ND 7MM 71 JT 11/20/07 College Blvd 110+50 CT 02-16 -1.0 . ' 11.5 . 121.7 95.8 ND . MM 72 JT 11/20/07 CollegeBlvd109+50 CT 02-16 -1.0 11.9 120.8 . 95.8 ND E 73 JT 11/20/07 CollegeBlvd109+00 CT 02-16 -1.0 11.2 121.3 962 ND . E 74 JT '11/21/07 CollegeBlvd108+50. CT 02-16 .FG 11.5 120.5 95.6 ND .F 75 JT 11/21/07 CollegeBlvd107+50 CT 02-16 FG 11.1 121.1 96.1 ND E 76 JT 11/21/07 CollegeBlvd106+50 CT 02-16 FG 11.4 120.7 95.7 Sc E 77 ' JT 11/21/07 CollegeBlvd105+50 CT 02-16 'FG 11.2 .120.6 95.7 ND E 78 JT 11/26/07 NE CollegeBlvd105+00 CT 02-16 -2.0 11.7 121.1 95.3 ND MM 79 JT 11/26/07 NE CollegeBlvd104+00 CT 02-16 -2.0 11.9 120.8 95.1 ,ND MM 80 JT 11/26/07 NE College Blvd 103+25 . CT 02-16 FG 12.2 120.6 94.9 ND 'MM 81 JT 11/26/07 NECollegeBlvd108+00 CT 02-16 FG 11.6 121.8 95.9 .'-ND MM. 82 JT 11/26/07 .'NE CollegeBlvd107+00 CT 02-16 FG . 11.5 121.9 95.9 ND MM '83' JT 11/27/07 NE CollegeBlvd114+50box CT 02-16 FG ' 12.0 120.4 1' 94.8 ND MM 84-r JT 11/27/07 NECollegeBlvd114+17box CT02-16 FG 11.7 121.2 95.4 ND MM 85, JT .11/27/07 NE College Blvd 113+34box CT02-16 FG 11.5 122.0 96.0 ND MM 86 JT 11/27/07 NE College Blvd 113+07box CT02-16 FG 11.8 121.5 95.6 ND MM 87 JT 11/27/07 NE CollegeBlvd112+85 box CT 02-16 FG 116 121.9 95.9 ND -MM 88' JT 11/28/07 NECollegeBlvd109+90box CT02-16 EG . 11.3 119.8 95.0 ND E 89 JT 11/28/07 NE CollegeBlvd109+50 box CT 02-16 FG ' 110 120.3 95.4 ND E 90 JT 11/28/07 NE College Blvd 104+55 box . CT02-16 FG 11.2 119.9 95.1 ND E 91 'JT. 11/28/07 NECollegeBlvd104+50box CT02-16 FG 11.9 121.4 95.5 .ND MM 92 JT 11/28/07 NECollegeBlvd103+50box CT 02-16 FG 11.5 122.1 96.0 .-ND MM 93 JT 11/29/07 College Blvd .118+20 CT 02-16 -3.0 10.1 125.1 96.2 ND , FE 94. JT 11/29/07 CollegeBlvd118+60 CT 02-16 -3.0 10.5 124.8 96.0 ND FE 95, JT 11/29/07 CannonRd165+00 CT 02-16 -3.0 -10.7 124.3 95.6 ND FE 96 JT 11/29/07 CannonRd164+00 CT 02-16 -3.0 10.3 125.0 96.1 ND FE 97 JT 11/29/07 CannonRd163+00 CT02-16 -3.0 10.6 124.6 . 95.8 ND FE 98 'JT 11/29/07 CollegeBlvd118+40 CT02-16 -2.0 11.0 124.0 95.3 ND FE 99 JT 11/29/07 CannonRd164+50 CT 02-16 -2.0 10.8 124.2 95.5 ,ND FF 100 JT 11/29/07 CannonRd163+50 CT02-16 ' -2.0 10.4 124.9 96.0 Sc EF 101 JT 12/4/07 S.SideCannonRd162+80 CT02-16 FG 11.7 116.0 92.0 ND E 102 JT 12/4/07 S.SideCannonRd163+80 CT02-16 ,EG 11.2 116.5 92.4 ND E 103 JT 12/5/07 CollegeBlvd115+95 CT 02-16 EG 11.2 119.5 94.8 ND .E 104 ' JT 12/5/07 CollegeBlvd117+00 CT 02-16 FG 11.5 . 119.3 1 94.6 ND E 105 JT 12/5/07 CollegeBlvd113+70 CT 02-16 FG 8.4 138.1 95.9 ND DD 106 JT 12/11/07 S.SideCannonRd162+50 CT02-16 FG 11.4 119.8 95.0 ND .E )Calavera Hills II, LLC CaIavera Hills II, Cannon and College File: C:\excel\tables\5300\5354de.cro GeoSouls, Inc. W.O. 5354-D/E-SC November 2008 Pagd7 Table 1 FIELD DENSITY TEST RESULTS - TEST No UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTH (It) FROM FG MOISTURE CONTENT (%) DRY DENSITY pcf) REL COMP (%) TEST METHOD SOIL TYPE 107 JT - 12/11/07 S. Side Cannon Rd 157+90 CT 02-16 FG 11.0 120.2 95.3 ND E 108 JT 12/11/07 S. Side Cannon Rd 153+11 CT 02-16 . FG 11.1 120.0 95.2 ND E JT 12/18/08 El Camino Real 446+50 CT 02-16 -1.5 7.2 130.2 95.2 ND GG JT 12/18/08 El Camino Real 446+00 CT 02-16 -1.0 6.9 124.1 90.6 ND GG E JT 12/18/08 El Camino Real 446+00 CT 02-16 -1.0 7.4 131.2 95.8 ND GG JT 12/21/08 ELCamino Real@ Cannon Rd CT 02-16 -2.0 . 7.4 131.2 96.1 . ND 'GG ff• . 12/21/08 EL Camino Real @ Cannon Rd CT 02-16 -1.5 . 7.3 130.8 95.5 ND . GG 114,1'JT . 12/21/08 EL Camino Real @ Cannon Rd CT 02-16 -1.0 . 7.8 131.2 95.8 ND GG 115' JT 1/10/08 Cannon Rd & El Camino Real CT 02-16 -2.0 '. .' 8.0 129.2 943 ND GG 116 JT 1/10/08 Cannon Rd & El Camino Real CT 02-16 -1.0 7.8 128.2 93.6 ND - GG 117 .JT 1/17/08 Cannon Rd 126+00 CT 02-16 40.0 . 13.2 115.2 91.4 Sc. E 118, JT 1/17/08 Cannon Rd 125+90 CT 02-16 42.0 12.7 115.8 91.9 ND E 119 JT 1/17/08 Cannon Rd 125+80 CT 02-16 41.0 12.9 116.2 92.2 .ND . E 120_1 JT 1/18/08 S. Side Cannon Rd 125+60. CT 02-16 -2.0 11.7 119.5 94.8 ND E 121 JT 1/18/08 El Camino 443+40 CT 02-16 -2.0 11.6 119.7 950 ND E 122 JT 1/18/08 El Camino 443+20 CT 02-16 -2.0 11.2 120.2 953 ND E 123 JT 1/18/08 S. Side Cannon Rd 125+50 CT 02-16 FG 11.0 121.2 96.1 ND . E 124 JT 1/18/08 El Camino 443+30 CT 02-16 FG 11.1 120.8 958 ND E 125 JT 1/23/08 . N. Side Cannon Rd CT 02-16 -2.0 10.3 117.8 90.6 ND FF 126' JT 1/23/08 - N. Side Cannon Rd CT 02-16 -2.0 10.0 118.4 91.1 ND 'FF 134 JT 2/6/08 El Camino Real 443+50 CT 02-16 -2.0 10.4 125.0 96.1 SC' '.' FE 135 JT 2/6/08 El Camino Real 443+70 CT 02-16 -2.0 10.2 125.7, 96.6 ND 'FF 136 JT 2/6/08 El Camino Real 443+50 CT 02-16 BG 6.9 131.4 95.9 ND GG 137 JT 2/6/08 . El Camino Real 443+60 CT 02-16 BG 6.6 1 131.8 96.2 ND GG 138 JT 2/6/08 . El Camino Real 443+75 CT 02-16 . BG - 6.5 132.4 966 ND 'GG 139 JT 2/6/08 El Camino Real 443+75 CT 02-16 BG 6.8 131.5 95.9 ND . GG 140 JT 2/8/08 Cannon Rd 163+50 CT 02-16 .2.0 . 10.2 125.0 96.1 ND FE 141 JT 2/8/08 Cannon Rd 163+30 CT 02-16 FG j 11.3 120.8 95.8 ND E 142 JT 2/8/08 Cannon Rd 163+00 CT 02-16 FG 11.6 .. 120.5 ND E 143 JT 2/13/08 El Camino 443+50 CT 02-16 BG 6.7 131.7 96.1 ND GG 144 JT 2/13/08 El Camino 443+80 CT 02-16 BG 6.5 132.0 96.3 ND GG 145 JT 2/13/08 El Camino 443+50 CT 02-16 FG NA 141.0 97.2 ND AC5 146 JT 2/13/08 . El Camino 443+80 CT 02-16 FG NA 141.3 97.2 ND ACS 147 JT 2/27/08 Cannon Rd 128+78 CT 02-16 -2.0 6.6 131.0 95.6 ND GG 148 JT 2/27/08 Cannon Rd 128+78 CT 02-16 -2.0 ' 6.7 . 130.9 95.5 ND GG 149 JT 2/28/08 . College Blvd 114-17 CT 02-16 . -2.0 6.5 131.6 1 96.0 ND GG 150 JT 2/28/08 College Blvd 114-17 CT 02-16 -2.0 6.7 . 131.5 -95.9 SC GG 151 JT 2/29/08 College Blvd 113+34 CT 02-16 -2.0 6.6 131.2 95.7 ND GG 152 JT . 2/29/08 . El Camino 443+15 CT 02-16 FG 11.2 '121.4 96.3 ND E 153 JT 2/29/08 El Camino 443+00 CT 02-16 FG 11.7 120.8 95.8 ND E 154 JT . 2/29/08 Cannon Rd 124+60 CT 02-16 FG NA 138.8 95.7 NE AC5 155 JT 2/29/08 Cannon Rd 124+80 ' CT 02-16 . FG NA 139.6 96.3 ND AC5 156 JT 2/29/08 El Camino 445+60 CT 02-16 FG NA 138.6 95.6 ND ,AC5 157 JT 2/29/08 El Camino 445+60 CT 02-16 FG NA 138.3 95.4 ND ACS 158 JT 2/29/08 El Camino 445+40 ,CT 02-16 FG NA 139.5 96.2 ND AC5 159 'JT 3/25/08 Cannon Rd 135+70 CT 02-16 -4.0 10.4 124.6 95.8 1 Sc EF 160 JT 3/25/08 Cannon Rd 136+10 CT 02-16 -4.0 10.1 124.9 96.0 ND FF 161 JT 4/2/08 . Cannon Rd 137+05 CT 02-16 .-1.0 - 8.3 139.0 96.5 ND DD 162 JT 4/2/08 Cannon Rd 137+05 CT 02-16 FG '8.1 139.5 96.8 ND . DD 163 JT 4/3/08 Cannon Rd X-Over 136+10 CT 02-16 .. -1.0 8.3 138.7 96.3 ND I DD 164 JT 4/3/08 Cannon Rd X-Over 136+10 CT 02-16 FG 8.0 139.6 96.9 ND DD 165 JT 4/3/08 . Cannon Rd X-Over 149+90 CT 02-16 -2.0 8.5 . 138.2 959 ND DD 166 JT 4/3/08 Cannon Rd X-Over 149+90 CT 02-16 FG 8.2 138.9 96.4 ND DD Calavera Hills II, LLC W.O. 5354-D/E-SC Calavera Hills II, Cannon and College November 2008 File: C:\exce1\tab1es5300\5354de.cro - Page 8 GeoSoils, Inc. Table 1-, FIELD DENSITY TEST RESULTS TEST No U11UTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROMFG MOISTURE CONTENT (%) DRY DENSITY pct) ..... REL COMP TEST METHOD SOtL TYPE 167 JT 4/7/08 Cannon Rd X-Over 149+90 CT 02-16 -2.0 8.2 137.7 95.6 ND DD 168 JT 4/7/08 . Cannon Rd X-Over 149+90 CT 02-16 SC 7.2 135.0 98.5 ND GG 169 JT 4/10/08 Cannon Rd X-Over 136 + 10 CT 02-16 -3.0 10.2 125.0 96.1 ND FF 170 JT 4/10/08 Cannon Rd X-Over 136+10 CT 02-16 BG 7.2 134.4 96.0 ND SS 1 SG 9/10/07 S. Side College Blvd 103+40 CT 02-16 SC 8.3 138.7 96.3 ND DD 2 SG 9/10/07 S. Side College Blvd 109+60 CT 02-16 SG 8.0 138.0 95.8 ND 'DD 3 SG 9/10/07 S. Side College Blvd 108+50 CT 02-16 SC . 8.0 138.2 96.0 ND DD 4 SG 9/10107 S. Side College Blvd 111+00 CT 02-16 SC 8.4 140.0 972 ND DD 5 SG 9/10107 S. Side College Blvd 112+75 CT 02716 SG 8.6 _136.9 95.1 ND DO 6 SG 9/10/07 S. Side College Blvd 141+25 CT 02-16 SG 8.0 139.1 96.6 ND DO 7 SG 9/14/07 S. Side College Blvd 107+65 CT 02-16 SG 8.3 138.1 95.9 ND DO 8 SG 9/14/07 S. Side College Blvd 111+00 CT 02-16 SG 8.1 1384 96.1 ND DD 9 SG 9/14/07 S. Side College Blvd 110+00 CT 02-16 SG 8.3 138.2 96.0 NO DO 10 SC 9/14/07 S. Side College Blvd 115+00 CT 02-16 SG 8.3 139.1 966 ND DO 11 SC 9/18/07 N. Side Cannon Rd 159+00 CT 02-16 SG 13.6 1 125.5 95.8 ND HH 12 SG 9/18/07 N. Side Cannon Rd 157+00 CT 02-16 SG 13.1 125.0 954 ND HH 13 SC 9/18/07 N. Side Cannon Rd 155+00 CT 02-16 SC 14.0 125.9 96.1 ND HH 14 SG 9/18/07 N. Side Cannon Rd 153+00 CT 02-16 SG 13.7 125.4 95.7 ND HH 15 SG 9/18/07 N. Side Cannon Rd 151 +00 CT 02-16 SG 13.6 125.6 95.9 ND HH 16 SG 9/18/07 N Side Cannon Rd 149+00 CT 02-16 SG 14.0 115.0 95.4 - ND C 17 SG 9/18/07 N. Side Cannon Rd 147+00 CT 02-16 SG 13.6 114.5 95.0 SC . C 18 SG 9/18/07 N. Side Cannon Rd 145+00 CT 02-16 SG 13.1 116.0 963 ND C 19 SG 9/18/07 N. Side Cannon Rd 143+00 CT 02-16 SC 13.7 . 114.8 95.3 ND C 20 SC 9/18/07 . N. Side Cannon Rd 140+00 CT 02-16 SG 13.0 114.6 95.1 NO C 21 SG 9/18/07 N.SideCannonRd138+00 CT 02-16 SG 13.3 114.5 95.0 NO C 23. SG * -9/20/07 N.SideCannonRd159+70 CT 02-16 SG 13.6 .125.5 95.8 NO 'HH 24.a SG 9/20/07 N.SideCannonRd158+50 CT02-16 .SG 14.2 126.0 96.2 NO HH 25 SC 9/20/07 N.SideCannonRd157+50 CT 02-16 SG 14.1 125.5 95.8 NO. HH 26 SG 9/20/07 N.SideCannonRd156+00 CT 02-16 SC 14.7 124.9 95.3 NO HH 27 SG 9/20/07 N.SideCannonRd155+00 CT 02-16 SG 13.9 125.6 95.9 ND HH 28 SG 9/20/07 N.SideCannonRd154+00 CT 02-16 SG 14.2 124.5 95.0 ND HH 29 SC 9/20/07 N. Side Cannon _Rd153+00 - CT 02-16 SG 15.1 125.4 957 NO HH 30 SG 9/20/07 N.SideCannonRdCurb152+50 CT 02-16 SC 13.6 124.8 953 ND HH 31 SG 9/20/07 N.SideCannonRdCurb153+50 CT 02-16 SG - -13.5 127.1 97.0 ND HH 32 SG 9/20/07 N. Side CannonRdCurb154+50 CT 02-16 SG .13.0 124.8 95.3 ND HH 33 SG 9/21/07 W.SideCollegeBlvd115+25 CT 02-16 SG 13.4 125.8 96.0 ND HH SG - 9/21/07 W.SideCollegeBlvd115+40 CT 02-16 SG 13.2 126.1 96.3 ND HH SG 9/21/07 W.Side College Blvd115+60 CT 02-16 SG 13.8 125.3 95.6 NO .HH 36 SC 9/21/07 W.Side College Blvd115+80 CT 02-16 SG 13.1 126.2 96.3 NO .HH 37' SC 9/28/07 N. Side Cannon Rd.151+00 CT 02-16 SG 13.7 125.8 96.0 NO HH 38 SG 9/28/07 N.SideCannonRd152+00 CT 02-16 SG 14.1 124.6 95.1 ND .HH 39' SG 9/28/07 N.SideCannonRd153+00 CT 02-16 SG 14.5 125.4 95.7 ND HH 40, SG 9/28/07 N.SideCannonRd154+00 CT 02-16 SG 14.7 124.8 95.3 ND HI-I 41) SG 9/28/07 N.SideCannonRd155+00 CT02-16 -SC 14.2 126.0 96.2 ND HH 42 SG 9/28/07 N.Side CannonRd156+00 CT 02-16 SG 14.6 125.5 958 NO HH 43 SG 9/28/07 N.SideCannonRd157+00 CT 02-16 .SG 14.0 126.2 963 NO HH 44 SG 9/28/07 N. Side Cannon Rd 157+75 CT 02-16 SG 13.6 125.5 958 NO HH 45. SC 9/28/07 N. Side Cannon Rd 158+00 CT 02-16 SG 14.2 124.7 952 ND HH 46 SG 9/28/07 N. Side Cannon Rd 159+40 CT 02-16 SG . 13.9 125.2 95.5 ND HH 47 SG .10/1/07 N. Side Cannon Rd _128+50 CT 02-16 SG 13.9 108.3 950 SC .B 48 SC 10/1/07 N. Side Cannon Rd 129+50 CT 02-16 SG 14.1 108.4 95.1 NO B 49 SG .10/1/07 N. Side Cannon Rd130i-50 CT 02-16 SC 13.7 1 108.3 1 95.0 ND B Calavera Hilts II, LLC W.O. 5354-O/E-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 9 GeoSoils, Inc. 1' Table 1 FIELD DENSITY TEST RESULTS TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTH (ft) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP (%) TEST METHOD SOIL TYPE 50 SG 10/1/07 N. Side Cannon Rd 131+50 CT 02-16 SG 13.3 125.5 95.8 ND HH 51 SG 10/1/07 N. Side Cannon Rd 132+50 CT 02-16 SG 14.0 125.9 96.1 ND HH 52 SG 10/1/07 N. Side Cannon Rd 133+50 CT 02-16 SG 13.0 125.4 95.7 ND HH 53 SG 1011/07 N. Side Cannon Rd 134+00 CT 02-16 SG 13.6 125.6 95.9 ND HH 54 SWSG 10/1/07 N. Side Cannon Rd 137+50 Sidewalk CT 02-16 SG 14.3 112.9 93.7 ND C 55 SG 10/1/07 - N. Side Cannon Rd 138+50 CT 02-16 SG 14.1 14.5 - 95.0 ND C 56 SWSG 10/1/07 N. Side Cannon Rd 140+00 Sidewalk CT 02-16 SG 14.8 11.8 - 92.8 ND C 57 SWSG 10/1/07 N. Side Cannon Rd 141+50 Sidewalk CT 02-16 SG 13.9 134 - 94.1 ND C 58 SWSG 10/1/07 N. Side Cannon Rd 143+00 Sidewalk CT 02-16 SG 14.6 109.5 90.9 ND C 59 SWSG 10/1/07 N. Side Cannon Rd 144+50 Sidewalk CT 02-16 SG 14.3 112.8 93.6 ND C 60 SG 10/1/07 N. Side Cannon Rd 146+00 CT 02-16 SG 14.0 115.3 95.7 ND C 61 SG 10/1/07 N. Side Cannon Rd 147+50 CT 02-16 SG 13.0 108.3 95.4 ND BB 62 SG 10/1/07 N. Side Cannon Rd 149+00 CT 02-16 SG 13.3 108.7 95.8 ND BB 63 SG 10/2/07 Cannon Rd 162+75 CT 02-16 SG 13.4 116.1 95.6 ND J 64 SG 10/2/07 Cannon Rd 161+75 CT 02-16 SG 14.6 115.5 95.1 ND J 65* SG 10/26/07 S. Side Cannon Rd 128+00 CT 02-16 SG 14.6 106.8 88.6 ND C 65A SG 10/29/07 S. Side Cannon Rd 128+00 CT 02-16 SG 13.1 114.8 95.3 ND C .66* SG 10/26/07 S. Side Cannon Rd 128+50 CT 02-16 SG 13.0 1 105.3 87.4 SC C 66A SG 10/29/07 S. Side Cannon Rd 128+50 CT 02-16 SG 13.9 115.1 95.6 1 SC C 67 SG 10/26/07 S. Side Cannon Rd 128+25 CT 02-16 SG 15.8 108.0 89.6 ND C 67A SG 10/29/07 S. Side Cannon Rd 128+25 CT 02-16 SG 13.6 115.2 95.7 ND C 68 SG. 10/30/07 S. Side Cannon Rd 127+20 CT 02-161 SG 8.7 136.9 95.0 ND DD 69 SG 10/30/07 S. Side Cannon Rd 127+80 CT 02-16 SG 8.4 137.2 95.2 ND DD 70 SG 10/30/07 . S. Side Cannon Rd 128+40 CT 02-16 SG 8.1 1 137.7 95.6 ND DD 71 SG 10/30/07 S. Side Cannon Rd 129+00 CT 02-16 SG 8.0 138.5 96.1 SC DD 72 SG 10/30/07 S. Side Cannon Rd 129+60 CT 02-16 SG 8.2 138.2 95.9 ND DD 73 SG' 10/30/07 S. Side Cannon Rd 130+60 CT 02-16 SG 8.6 137.0 95.1 ND DD 74 SG 10/30/07 S. Side Cannon Rd 131+60 CT 02-16 SG 8.2. 138.1 95.9 ND DD 75 SG 10/30/07 S. Side Cannon Rd 132+60 CT 02-16 SG 8.4 137.2 95.2 Sc DD 76 SG 10/30/07 S. Side Cannon Rd 133+50 CT 02-16 SG 8.3 1 137.4 95.4 ND DD 77 SG 10/30/07 S. Side Cannon Rd 134+00 CT 02-16 SG 8.0 138.4 96.1 ND DD 78 SG 10/30/07 S. Side Cannon Rd 158+00 CT 02-16 SG 13.2 115.2 95.6 ND C 79 SG 10/30/07 S. Side Cannon Rd 156+00 CT 02-16 SG 13.7 . 115.8 96.1 Sc C 80 SG 10/30/07 S. Side Cannon Rd 154+50 CT 02-16 SG 13.6 114.5 95.0 ND C 81 SG 10/30/07 S. Side Cannon Rd 153+00 CT 02-16 SG 14.1 125.0 95.4 ND . HH 82 SG 10/30/07 S. Side Cannon Rd 151+50 CT 02-16 SG 13.8 115.4 95.8 ND C 83 SG 10/30/07 S. Side Cannon Rd 150+00 CT 02-16 SG - 13.6 115.3 95.7 ND C 84 SG 10/30/07 S. Side Cannon Rd 148+50 CT 02-16 SG 13.0 115.2 95.6 ND C 85 SG 10/30/07 S. Side Cannon Rd 147+00 CT 02-16 SG 13.7 115.1 95.5 ND C 86 SG 10/30/07 S. Side Cannon Rd 145+50 CT 02-16 SG 13.6 115.5 95.9 ND - C 87 SG 10/30/07 S. Side Cannon Rd 144+00 CT 02-16 SG 13.3 114.6 95.1 ND . C 88 SG 10/30/07 S. Side Cannon Rd 142+50 CT 02-16 SG 14.0 115.3 95.7 ND . C 89 SG 10/30/07 S. Side Cannon Rd 140+50 CT 02-16 SG 11.1 120.1 95.3 SC E 90 SG 10/30/07 S. Side Cannon Rd 139+00 CT 02-16 SG 11.2 120.3 95.5 ND E SG 10/30/07 S. Side Cannon Rd 137+00 CT 02-16 SG 13.8 124.5 95.0 ND . HH SG 10/30/07 Curb 157+00 CT 02-16 SG 13.8 114.9 95.3 ND C 93-1 SG 10/30/07 Curb 155+00 CT 02-16 SG 13.7 115.0 954 ND C 94 SG 10/30/07 Curb 153+00 CT 02-16 SG 13.7 124.8 95.2 ND HH 95 SG 10/30/07 Curb 151 +00 CT 02-16 SG 13.9 115.4 95.8 ND 96 SG 10/30/07 Curb 149+00 CT 02-16 SG 13.6 114.6 95.1 ND C 97 SG 10/30/07 Curb 147+00 CT 02-16 SG 13.8 114.5 95.0 ND C 98, SG 10/30/07 Curb 145+00 CT 02-16 SG 13.5 1 115.2 95.6 SC C 99 SG 10/30/07 Curb 143+00 CT 02-16 SG 13.6 1 115.1 95.5 ND C Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 10 GeoSoils, Inc. WI Table FIELD DENSITY TEST RESULTS TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO OR DEPTh (ft) FROM FG MOISTURE CONTENT (%) DRY DENSITY {pct) REL COMP (%) TEST METHOD SOIL TYPE 100 SG 10/30/07 Curb 139+00 CT 02-16 SG 11.0 119.9 95.1 ND F 101, SC 11/20/07 Cannon Rd 126+50 CT 02-16 SG 13.8 114.6 95.1 NO C 102 SG 11/20/07 Cannon Rd 126+50 CT 02-16 'SC 13.1 115.2 95.7 NO 103 SG 1/11/08 Cannon Rd SewerMH 159+70 CT 02-16 -2.0 ' 112 120.1 95.3 NO E. 104 SWSG 1/18/08 W. Side College Blvd 102+00 CT 02-16 SC 10.3 116.2 90.8 NO NN 105 SWSG 1/18/08 W. Side College Blvd 103+50 CT 02-16 SC 10.4 116.7 91.2 NO NN 106 SWSG 1/18/08 W. Side College Blvd 105+00 CT 02-16 SG 10.0 1 116.0 90.6 ND NN 107 SWSG 1/18/08 W. Side College Blvd 106+50 CT 02-16 . SG 10.4 116.5 91.0 ND NN 108 SWSG 1/18/08 W. Side College Blvd 108+00 CT 02-16 SG 10.3 117.4 91.7 . NO NN 109 SWSG 1/18/08 W. Side College Blvd 109+50 CT 02-16 SG 10.4 118.1 923 - NO NN 110 SWSG 1/18/08 W. Side College Blvd 111+00 CT 02-16 SC 10.9 6116.2 908 ND NN 111 SWSG 1/18/08 W. Side College Blvd 112+50 CTO2-16 SG 11.7 115.6 90.3 NO, NN 112 SWSG' 1/18/08 W. Side College Blvd 114+00 CT 02-16 SG 11.4 1 115.3 90.1 - NO -NN 113 SWSG 1/18/08 W. Side College Blvd 115+50 CT 02-16 SG 11.3 .116.3 909 NO NN 114. SWSG 1/21/08 N. Side Cannon Rd 160+00 CT 02-16 SC 13.5 108.6 90.1 ND C 115k. SWSG 1/21/08 N. Side Cannon Rd 159+50 CT 02-16 SG 14.7 106.8 88.6 NO C liSA SWSG 1/22108 N. Side Cannon Rd 159+50 CT 02-16 SG 13.3 109.0 905 NO C 116* SWSG 1 1/21/08 N. Side Cannon Rd 158+00 CT 02-16 SG 13.8 105.7 87.7 1 ND C 116A SWSG 1/22/08 N. Side Cannon Rd 158+00 CT 02-16 SG .. 13.0 109.2 90.7 ND . C 117 SWSG 1/21/08 N. Side Cannon Rd 156+00 . CT 02-16 SG 13.6 108.8 90.3 NO C 119 SWSG 1/23/08 W. Side College Blvd 110+00 CT 02-16 SG 1 10.8 115.9 90.5 ND NN 120, SWSG 1/23/08 W. Side College Blvd 109+00 CT 02-16 SG 10.0 116.2 90.8 - ND NN 121 SG 1/31/08 NE Side College Blvd 113+00 CT 02-16 SG 12.1 - 121.6 - 957 ND MM 122 SG 1/31/08 NE Side College Blvd 112+00 CT 02-16 SG 11.8 122.1 96.1 NO MM 123 SG 1/31/08 . NE Side College Blvd 111+00 CT 02-16 SG 11.9 122.0 96.0 ND MM 124 SG 1/31/08 NE Side College Blvd 110+00 CT 02-16 SG 11.6 122.5 964 ND MM 125 SG 1/31/08 NE Side College Blvd 108+50 CT 02-16 SG 11.5 122.7 966 ND .MM 126 SC 1/31/08 NE Side College Blvd 107+00 CT 02-16 SC 12.0 121.5 956 NO MM 127 SC - 1/31/08 NE Side College Blvd 105+50 CT 02-16 SG 11.7 122.2 962 NO r MM 128 SC 1/31/08 NE Side College Blvd 104+15 CT 02-16 SG 11.5 122.6 96.5 ND MM 129 ) SG 2/7/08 N. Side Cannon Rd 161+40 CT 02-16 SG - 10.7 120.9 95.2 ND A 130 SG 2/7/08 N. Side Cannon Rd 160+50 CT 02-16 SC - 10.3 120.9 95.1 ND A 131 SG 2/7/08 N. Side Cannon Rd 159+00 CT 02-16 SG 10.0 121.3 95.5 SC -. A 132 SG 2/7/08 N. Side Cannon Rd 157+00 CT 02-16 SC 10.4 120.8 95.1 NO A 133 SG 2/7/08 N. Side Cannon Rd 155+00 CT 02-161 SG 10.1 121.2 95.4 ND A 134 SG 2/7/08 N. Side Cannon Rd 153+00 CT 02-16 SG 10.5 120.7 95.0 NO A 135 SG 2/7/08 - N. Side Cannon Rd 151+50 CT 02-16 SG 10.2 121.0 95.2 ND - A 136 SG 2/8/08 - N. Side Cannon Rd 135+80 - CT 02-16 SG 11.6 119.8 95.0 ND E 137 SG 2/8/08 N. Side Cannon Rd 134+50 CT 02-16 SG 11.2 120.3 95.4 ND E 138 SC 218/08 N. Side Cannon Rd 132+00 CT 02-16 SC 11.4 120.1 95.3 SC . E 139 SC 2/8/08 N. Side Cannon Rd 130+50 CT 02-16 SC 11.0 120.8 95.8 NO E 140 SC 2/8/08 N. Side Cannon Rd 129+00 CT 02-16 SC 11.1 120.4 95.5 NO E 141. SC -- 2/8/08 N. Side Cannon Rd 128+00 . CT 02-16 SC 11.0 121.0 96.0 NO E 142 SG 2/11/08 N. Side Cannon Rd 127+50 CT 02-16 SC 11.4 120.6 95.7 . NO F 143 SC .2/11/08 N. Side Cannon Rd 126+80 CT 02-16 SC . 11.0 1 121.0 96.0 NO E 144 SG 2/11/08 N. Side Cannon Rd 126±40 CT 02-16 SG 11.7 120.1 95.3 NO E 145 SG 2/13/08 Cannon Rd SD Access Rd 128+50 CT 02-16 SC - 11.2 121.6 96.5 NO . E 146 SG 2/13/08 Cannon Rd SD Access Rd 128+50 CT 02-16 SC 11.9 120.9 95.9 NO E 147 SG 2/27/08 College Blvd 113+60 CT 02-16 -3.0 11.4 119.9 95.1 ND E 148 SG 2/27/08 College Blvd 113+60 CT 02-16 1 -2.0 11.2 120.0 95.2 NO ' E 149 SC 3/7/08 Median College Blvd 117+20 CT 02-16 SC 6.4 138.1 95.9 NO .' PP 150 SG 3/7/08 Median College Blvd 116+00 CT 02-16 SC 6.7 1 137.8 95.6 NO PP 151 SC 3/7/08 Median College Blvd 115+20 CT 02-16 - SC 6.3 1 138.3 96.0 NO PP 'Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 11 GeoSoils, Inc. - Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE OATE TEST LOCATION TRACT NO ELEV OR DEPTH (It) FROMFG MOISTURE CONTENT (%) DRY DENSITY (pc REL COMP J)_ TEST METHOD SOLL V(PE 152 SG 3/7/08 Median College Blvd 114+00 CT 02-16 SG 6.1 138.8 96.3 ND PP 153 SG 3/7/08 Median College Blvd 113+00 CT 02-16 SG 6.0 138.9 96.4 ND PP 154 SG 3/7/08 Median College Blvd 107+80 CT 02-16 SG 6.5 138.0 95.8 ND PP 155 SG 3/7/08 Median College Blvd 107+00 CT 02-16 SG 6.3 138.3 96.0 ND PP 156 SG 3/10/08 Median College Blvd 102+10 CT 02-16 SG 6.1 136.9 96.4 ND PP 157 SG 3/10/08 Median College Blvd 103+00 CT 02-16 SG 6.4 138.5 96.4 ND PP 158 SG 3/10/08 Median College Blvd 104+20 CT 02-16 SG 6.7 138.1 95.9 ND PP 159 SG 3/10/08 Median College Blvd 105+00 CT 02-16 SG 6.0 139.6 96.9 ND PP 160 SG 3/10/08 Median College Blvd 105+90 CT 02-16 SG 6.0 139.9 97.1 ND PP 161 SG 3/11/08 Median College Blvd 108+80 CT 02-16 SG 6.3 138.6 96.2 ND PP 162 SG 3/11/08 Median College Blvd 109+50 CT 02-16 SG 6.9 138.1 959 ND PP 163 SG 3/11/08 Median College Blvd 110+50 CT 02-16 SG 6.9 137.8 956 ND PP 164 SG 3/11/08 Median College Blvd 111+50 CT 02-16 SG 1 6.2 139.1 96.5 ND PP 165 SG 3/11/08 Median College Blvd 112+50 CT 02-16 SG 6.0 139.5 96.8 ND PP 166 SG 3/19/08 Abandonment N. Side Cannon Rd 159+70 CT 02-16 -5.0 6.7 131.4 95.9 ND GG 167 SG 3/19/08 Abandonment N. Side Cannon Rd 159+70 CT 02-16 -3.0 6.8 130.8 95.4 ND GG 168 SG 3/21/08 Median Cannon Rd 157+90 CT 02-16 SG 8.6 138.0 95.8 1 ND DD 169 SG 3/21/08 Median Cannon Rd 156+90 CT 02-16 SG 8.2 138.5 96.1 ND DD 170 SG 3/21/08 'Median Cannon Rd 156+20 CT 02-16 SG 8.0 139.0 965 ND DD 171 SG 3/21/08 Median Cannon Rd 155+50 CT 02-16 SG 8.7 137.9 95.7 ND DD 172 SG 3/21/08 Median Cannon Rd 154+40 CT 02-16 SG 8.5 138.1 95.9 ND DD 173 SG 3/24/08 Median Cannon Rd 163+50 CT 02-16 SG 8.6 137.9 95.7 ND DD 174 SG 3/24/08 Median Cannon Rd 162+50 CT 02-16 SG 8.4 138.3 96.0 ND DD 175 SG 3/24/08 Median Cannon Rd 161+50 CT 02-16 SG 1 8.1 138.7 96.3 ND DD 176 SG 3/24/08 Median Cannon Rd 160+50 CT 02-16 SG 8.9 137.5 95.1 ND DD 177 SG 3/31/08 Median Cannon Rd 144+80 CT 02-16 SG 8.3 138.4 96.1 ND DD 178 SG 3/31/08 Median Cannon Rd 143+90 CT 02-16 SG 8.0 138.8 96.3 ND DD 179 SG 3/31/08 Median Cannon Rd 142+90 CT 02-16 SG 8.5 138.0 95.8 ND DD 180 SG 3/31/08 Median Cannon Rd 141+50 CT 02-16 SG 8.7 137.7 95.6 1 ND DD 181 CG 3/31/08 Median Cannon Rd 135+50 CT 02-16 SG 8.5 137.9 95.7 ND DD 182 CG 3/31/08 Median Cannon Rd 134+55 CT 02-16 SG 8.1 138.3 96.0 ND DD 163 CG 3/31/08 Median Cannon Rd 133+50 CT 02-16 SG 8.0 138.5 96.1 ND DD 184* SG 4/2/08 Median Cannon Rd 135+40 CT 02-16 SG 10.4 135.0 93.7 ND DD 184A SC 4/4/08 Median Cannon Rd 135+40 CT 02-16 SG 8.7 138.0 95.8 ND DD 185* .SG 4/2/08 Median Cannon Rd 136+50 CT 02-16 SG 11.0 134.5 93.4 1 ND DD 185A SC 4/4/08 Median Cannon Rd 136+50 CT 02-16 SG 8.2 138.6 96.2 Sc DD 186 SG 4/2/08 Median Cannon Rd 137+50 CT 02-16 SG 8.2 139.7 97.0 Sc DD 187 SG 4/2/08 Median Cannon Rd 138+50 CT 02-16 SG 8.4 139.1 965 ND DD 188 SG 4/7/08 Median Cannon Rd 145+30 CT 02-16 SG 8.4 138.0 958 ND DD 189 SG 4/7/08 Median Cannon Rd 146+20 CT 02-16 SG 1 8.9 137.5 95.4 ND DD 190 SG 417/08 Median Cannon Rd 147+20 CT 02-16 SG 9.1 137.0 95.1 1 ND DD 191 SG 4/7/08 Median Cannon Rd 148+25 CT 02-16 SG 8.1 138.4 96.1 ND DD 192 SG 4/7/08 Median Cannon Rd 149+50 CT 02-16 SG 8.0 138.7 96.3 ND DD 193 SG 4/7/08 Median Cannon Rd 150+50 CT 02-16 SG 8.6 137.8 95.6 ND DD 194 SG 4/7/08 Median Cannon Rd 151+90 CT 02-16 SG 8.9 137.4 954 ND DD 195 SG 4/7/08 Median Cannon Rd 153+00 CT 02-16 SG 8.5 137.9 95.7 ND DD 196 SG 4/10/08 Median Cannon Rd 129+85 CT 02-16 SG 8.2 141.0 97.9 Sc DD 197 SG 4/10/08 Median Cannon Rd 129+00 CT 02-16 SG 8.0 141.3 98.1 ND DD 198 SG 4/10/08 Median Cannon Rd 128+50 CT 02-16 SG 8.3 141.0 97.9 ND DD 199 SG 4/22/08 Cannon Rd 132+50 CT 02-16 SG 8.3 140.8 97.7 ND DD 200 SG 4/22/08 Cannon Rd 131+70 CT 02-16 SG 1 8.5 140.4 97.5 ND DD 201 SG 4/22/08 Cannon Rd 130+70 CT 02-16 SG 8.0 141.2 1 98.0 1 ND DD 202 SG 4/22/08 Cannon Rd 130+20 CT 02-16 SG 8.1 141.1 1 97.9 1 ND DD Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 12 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO DEPTh (ft)X ix ELEV OR FROMFG MOISTURE CONTENT {%) DRY DENSITY (pci) REL COMP (%) TEST METHOD SOIL TYPE 203 SG 4/25/08 Cannon Rd 136+20 CT 02-16 SG 8.7 140.1 97.2 " ND DD 204 SG 4/25/08 Cannon Rd 134+10 CT 02-16 SG BA 140.6 97.6 ND . DD 205 SG 4/25/08 Cannon Rd 133+35 CT 02-16 SG 8.5 140.4 97.5 ND DD 206 SG 5/14/08 Cannon Rd 136+25 CT 02-16 SG 8.2 140.7 97.7 ND , DD 207* SG 5/14/08 Cannon Rd 136+45 CT 02-16 SG ' 10.9 135.0 93.7 ND DD 207A SG 5/14/08 Cannon Rd 136+45 CT 02-16 SG ' 8.1 137.7 95.5 ND DD 208 SG 5/15/08 Cannon Rd 136+40 CT 02-16 SG 8.2 140.2 97.3 ND DD 209 SG 5/15/08 Cannon Rd 136+90 CT 02-16 SG ' 8.6 139.5 968 ND' DD 210 SG 5/16/08 W. Curb Radius Wind Trail CT 02-16 SG 11.2 120.1 95.3 'ND E 211 SG 5/16/08 W. Curb Radius Wind Trail CT 02-16 SG . 11.0 120.6 95.7 ND F 212 SG 5/16/08 E. Curb Radius Wind Trail CT 02-16 SG 11.5 119.7 95.0 ND E 213 SG 5/16/08 E. Curb Radius Wind Trail , CI 02-16 SG 11.1 120.4 95.5 ND E 214 SG 5/16/08 W. Curb Radius Hilltop CT 02-16 SG 11.4 119.9 95.1 ND E 215 SG 5/16/08 . W. Curb Radius Hilltop CT 02-16 SG , 11.0 121.0 96.0 1 ND E 216 SG 5/16108 E. Curb Radius Hilltop CT 02-16 SG . 11.2 120.8 95.8 . ND E 217 SG 5/16/08 E. Curb Raduis Hilltop CT 02-16 SG 11.6 119.9 95.1 ND E 218' SG 5/21/08 N. Side Cannon Rd 137+55 CT 02-16 SG 11.0 120.0 95.2 ND E 219 SG 5/21/08 N. Side Cannon Rd 138+50 CT 02-16 SG 11.2 119.7 95.0 ND E 220 SG 5/21/08 N. Side Cannon Rd 139+50 CT 02-16 SG 11.4 119.9 95.1 ND E 221 SG 5/21/08 N. Side Cannon Rd 140+50 CT 02-16 SG 11.0 ,120.4 95.5 ND . E 222 SG 5/21/08 N. Side Cannon Rd 141+70 CT 02-16 SG 11.0 121.4 96.3 ND F 223 SG 5/21/08 N. Side Cannon Rd 143+00 CT 02-16 SG 11.7 119.7 95.0 ND " E 224 SG 5/21/08 N. Side Cannon Rd 144+30 CT 02-16 SG ' 11.4 119.8 .95.0 SC E 225 SG 5/22/08 N. Side Cannon Rd 145+00 CT 02-16 SG 11.5 1 120.0 952 ND E 226 SG 5/22/08 N. Side Cannon Rd 146+00 CT 02-16 SG 11.8 119.8 95.0 ND E 227 SG 5/22/08 N. Side Cannon Rd 147+00 CT 02-16 SG ', 11.0 120.9 95.9 ND , E 228 SG 5/22/08 N. Side Cannon Rd 147+95 CT 02-16 SG 11.0 121.3 96.2 ND E 229, SG 5/22/08 N. Side Cannon Rd 149+50 CT 02-16 SG ' 11.1 121.2 96.1 ND E 230' SG 5/28/08 Cannon Rd 159+35 CT 02-16 SG 11.5 120.5 95.6 ND . E 231. SG 5/28/08 Cannon Rd 161+75 CT 02-16 SG 11.0 121.1 96.1 ND E 232 SG 5/28/08 Cannon Rd 162+40 CT 02-16 SG 11.3 120.8 95.8 ND E 233,1 SG 5/28/08 ' Cannon Rd 163+00 CT 02-16 SG ' 11.7 120.1 95.3 ND , E 234 jSG 5/28/08 -. Cannon Rd 163+55 CT 02-16 SG , 11.0 121.3 96.2 ND E 235 SG 5/28/08 College Blvd 117+40 CT 02-16 SG ', 1.1.1 121.0 96.0 ND E 236 SG - 5/29/08 Cannon Rd 149+75 CT 02-16 SG ' 11.3 120.7 95.7 'ND E 237, SG 5/29/08, Cannon Rd 149+90 CT 02-16 SG 11.0 121.2 96.1 ND E 238 SG 5/29/08 Cannon Rd 136+00 CT 02-16 SG 11.1 121.1 96.1 ND ' , E 239 SG 5/29/08 Cannon Rd 136+20 CT 02-16 SG 11.3 120.6 957 1 ND E 240 SG 5/30/08 E. Side College Blvd 113+20 CT 02-16 SG 6.9 138.4 961 ND PP 241 SG 5/30/08 E. Side College Blvd 114+25 CT 02-16 SG '6.2 139.0 96.5 SC • ' PP 242 SG 5/30/08 E. Side College Blvd 115+15 CT 02-16 SG . 6.3 138.9 96.4 ND 'PP 243 SG 5/30/08 E. Side College Blvd 116+25 CT 02-16 SG 7.2 138.1 95.9 ND , PP 244 SG 5/30/08 Cannon Rd 150+90 CT 02-16 SG ' 11.4 120.7 95.7 ND 1' -F 245 SG 5/30/08 Cannon Rd 150+65 - CT 02-16 SG 11.0 121.1 96.1 ND . E 246 SG 6/4/08 Cannon Rd 150+20 At Hilltop CT 02-16 SG 8.4 140.0 97.2 ND DD 247 SG 6/4/08 ' Cannon Rd 150+50 At Hilltop CT 02-16 SG 8.9 139.5 96.8 SC DD 248 SG 6/4/08 Cannon Rd 150+30 At Hilltop CT 02-16 SG 8.6 139.7 97.0 ND , DD 249 SG 6/5/08 Cannon Rd136+40 at Wind Trailway , CT 02-16 SG 8.5 138.6 96.2 .ND DD 250 SG 6/5/08 Cannon Rd 136+75 at Wind Trailway CT 02-16 SG ' 8.0 139.8 97.0 ND . DD 251 SG 6/5/08 Cannon Rd 136+45 at Wind Trailway CT 02-16 SG 8.3 139.0 96.5 ND DD 252 SG 7/31/08 College Blvd 112+30 CT'02-16 SG 6.6' 1 138.0 958 ND PP 253 SGCG 7/31/08 S. Side Cannon Rd 162+50 CT 02-16 SG 8.2 138.2 95.9 ND DD 254 SGCG 7/31/08 S. Side Cannon Rd 160+90 CT 02-16 SG 8.6 137.7 95.6 ND DD Calavera Hills II, LLC W.O. 5354-DIE-S6 Calavera Hills II, Cannon and College November 2008 File: C:\excel\tab1es\5300\5354de.cro Page13 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DIE (It) FROM FG MOISTURE CONTENT %) DRY DENSITY (pcf) REL COMP (%) TEST METHOD SOIL TYPE 255 SGCG 7/31/08 S. Side Cannon Rd 149+60 CT 02-16 SG 8.0 138.6 96.2 ND DO 256 SGCG 7/31/08 S. Side Cannon Rd 141+60 CT 02-16 SG 8.8 137.6 95.5 ND DD 257 SGCG 7/31/08 N. Side Cannon Rd 145+50 CT 02-16 SG 8.0 138.9 96.4 ND DD 258 SGCG 7/31/08 N. Side Cannon Rd 143±50 CT 02-16 SG 8.4 138.0 95.8 ND DD Jogging Trail 259 SG 8/7/08 S. Side Cannon Rd 139+50 CT 02-16 SG 8.2 135.1 93.8 ND DD 260 SG 8/7108 S. Side Cannon Rd 140+40 CT 02-16 SG 8.6 134.2 93.1 NO DD 261 SG 8/7/08 S. Side Cannon Rd 141+60 CT 02-16 SG 8.9 133.4 92.6 ND DD 262 SG 8/7/08 S. Side Cannon Rd 143+20 CT 02-16 SG 8.0 135.7 94.2 1 ND DO 263 SG 8/7/08 S. Side Cannon Rd 144+70 CT 02-16 SG 8.1 135.4 94.0 ND DO 264 SG 8/7/08 S. Side Cannon Rd 145+85 CT 02-16 SG 9.2 132.1 91.7 ND DD 265 SG 8/7/08 S. Side Cannon Rd 146+90 CT 02-16 SG 9.0 132.3 91.8 ND DD 266 SG 8/7/08 S. Side Cannon Rd 148+00 CT 02-16 SG 8.7 133.9 92.9 ND DD 267 SG 8/7/08 S. Side Cannon Rd 149+20 CT 02-16 SG 8.3 134.6 93.4 ND DD 268 SG 8/7/08 S. Side Cannon Rd 151+20 CT 02-16 SG 8.7 133.9 92.9 ND DO 269 SG 8/7/08 S. Side Cannon Rd 152+70 CT 02-16 SG 8.0 135.9 943 SC DO 270 SG 8/7/08 S. Side Cannon Rd 154+00 CT 02-16 SG 8.6 134.6 93.4 ND DO 271 SG 817/08 S. Side Cannon Rd 155+50 CT 02-16 SG 8.4 135.4 94.0 ND DO 272 SG 8/7/08 S. Side Cannon Rd 157+00 CT 02-16 SG 8.0 133.6 92.7 ND DO 273 SG 8/7/08 S. Side Cannon Rd 158+60 CT 02-16 SG 8.4 135.5 94.1 ND DD 274 SG 8/7/08 S. Side Cannon Rd 160+00 CT 02-16 SG 8.9 133.5 92.7 ND DD 275 SG 817/08 5. Side CannonRd161+50 CT 02-16 SG 9.2 132.1 91.7 ND DO 276 SG 8/7/08 S. Side Cannon Rd 163+00 CT 02-16 SG 8.4 1 135.6 94.2 ND DO 277 SG 8/7/08 I N. Side College Blvd 112+20 CT 02-16 SG 6.4 135.4 94.0 ND PP 278 SG 8/7/08 N. Side College Blvd 111+20 CT 02-16 SG 6.6 135.0 93.7 1 ND PP 279 SG 8/7/08 N. Side College Blvd 109+40 CT 02-16 SG 6.0 136.3 94.6 SC PP 280 SG 8/7/08 N. Side College Blvd 107+80 CT 02-16 SG 6.7 134.8 936 ND PP 281 SG 8/7/08 N. Side College Blvd 106+00 CT 02-16 SG 6.0 137.5 95.4 ND PP 282 SG 8/7/08 N. Side College Blvd 105+25 CT 02-16 SG 6.1 1 137.3 95.3 ND PP 283 SG 8/11/08 S. Side Cannon Rd 126+05 CT 02-16 SG 8.9 133.4 926 ND DO 284 SG 8/11/08 S. Side Cannon Rd 127+50 CT 02-16 SG 8.3 134.1 93.1 ND DO 285 SG 8/11/08 S. Side Cannon Rd 129+30 CT 02-16 SG 8.0 134.8 93.6 ND DO 286 SG 8/11/08 S. Side Cannon Rd 130+70 CT 02-16 SG 8.6 133.8 92.9 SC DO 287 SG 8/11/08 S. Side Cannon Rd 131+70 CT 02-16 SG 8.9 133.5 92.7 ND DO 288 SG 8/11/08 S. Side Cannon Rd 133+00 CT 02-16 SG 8.4 134.0 93.0 ND DO 289 SG 8/11/08 S. Side Cannon Rd 134+50 CT 02-16 SG 8.7 133.7 92.8 ND DO 290 SG 8/21/08 S. Side Cannon Rd 150+10 CT 02-16 SG 8.4 134.2 93.1 ND DO 291 SG 8/21/08 S. Side Cannon Rd 150+50 CT 02-16 SG 8.0 134.9 93.6 ND DO 292 SG 9/3/08 Lot 311 HOA Sidewalk CT 02-16 SG 12.2 121.3 96.2 SC E 293 SG 9/3/08 Lot 311 HOA Sidewalk CT 02-16 SG 7.1 138.2 95.9 ND PP 294 SG 9/3/08 Lot 311 HOA Sidewalk CT 02-16 SG 1 6.7 1 140.1 1 973 ND PP B ASE, 1 B 9/17/07 College Blvd 111+00 CT 02-16 -1.0 7.1 131.2 95.8 ND GG 2 B 9/17/07 College Blvd 113+00 CT 02-16 -1.0 6.6 130.7 95.4 ND GG 3 B 9/17/07 College Blvd 115+00 CT 02-16 -1.0 6.9 131.8 96.2 ND GG 4 B 9/17/07 College Blvd 114+00 CT 02-16 -0.5 7.4 130.6 95.3 ND GG 5 B 9/17/07 College Blvd 112+00 CT 02-16 -0.5 7.0 130.3 95.1 ND GG 6 B 9/17/07 College Blvd 111+25 CT 02-16 -0.5 6.7 131.1 95.7 ND GG 7 B 9/20/07 College Blvd 105+25 CT 02-16 BG 7.1 1 132.1 96.4 ND GG 8 B 9/20/07 College Blvd 113+25 CT 02-16 BG 6.8 130.3 95.1 ND GG 9 B 9/20/07 College Blvd 111+25 CT 02-16 BG 7.2 132.5 96.7 ND GG 10 B 9/21/07 College Blvd 115+30 CT 02-16 SG 7.1 131.0 95.6 ND GG 11 B 9/21/07 College Blvd 115+40 CT 02-16 SG 6.8 131.4 95.9 1 ND GG ! Calavera Hills II, LLC Calavera Hills II, Cannon and College File: C:\excel\tables\5300\5354de.cro GeoSoils, Inc. W.O. 5354-D/E-SC November 2008 Page 14 Table 1 ) DENSITY TEST RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (It) MOISTURE CONTENT FROM FG(%) DRY DENSIr( REL COMP TEST METHOD SOIL TYPE 12 B 9/21/07 College Blvd 115+60 CT 02-16 SG 6.5 131.7 96.1 ND GG 13 B 9/21/07 College Blvd 115+90 CT 02-16 SG 6.9 131.2 95.7 ND GG 14 B 9/24/07 College Blvd 103+50 CT 02-16 -1.0 6.8 130.2 95.0 ND GG 15 B 9/24/07 College Blvd 14+50 CT 02-16 -1.0 7.2 131.1 95.7 ND GG 16 B 9/24/07 College Blvd 105+50 CT 02-16 -1.0 6.6 130.9 95.6 ND GG 17 B 9/24/07 College Blvd 103+75 CT 02-16 -0.5 6.5 130.8 95.5 ND GG 18 B 9/24/07 College Blvd 104+75 CT 02-16 -0.5 6.5 130.3 95.1 ND GG 19. B 9/24/07 College Blvd 105+50 CT 02-16 -0.5 6.7 130.7 95.4 ND GG 20 B 10/2/07 Cannon Rd 138+00 CT 02-16 -1.6 6.8 131.7 96.1 ND GG 21 B 10/2/07 . Cannon Rd 139+00 CT 02-16 -1.6 6.5 130.7 95.4 ND GG 22 B - 10/2/07 Cannon Rd 140+00 CT 02-16 -1.6 6.7 132.6 96.8 ND .GG 23 B 10/2/07 Cannon Rd 141+00 .. CT 02-16 -1.6 6.8 131.6 960 ND GG 24 B 10/2/07 Cannon Rd 142-1-00 CT 02-16 -1.6 6.7 130.2 95.1 ND 'GG 25 B 10/2/07 Cannon Rd 143+00 CT b2-16 -1.6 6.6 131.1 957 ND GG 26 B 10/2/07 Cannon Rd 144+00 CT 02-16 -1.6 7.1 131.2 95.8 1 ND GG 27 B 10/2/07 Cannon Rd 145+00 CT 02-16 -1.6 6.7 130.6 95.3 ND GG 28 B 10/2/07 Cannon Rd 146+00 CT 02-16 -1.6 6.5 131.6 96.0 ND GG .29 B 10/2/07 Cannon Rd 147+00 CT 02-16 -1.6 1 6.9 130.7 95.4 ND GG 30: B 10/2/07 Cannon Rd 148+00 CT 02-16 -1.6 7.2 130.6 95.3 ND GG 31 B 10/2107 Cannon Rd 149+00 CT 02-16 -1.6 7.4 131.1 95.7 ND GG 32 B 10/2/07 Cannon Rd 152+00 CT 02-16 -1.6 6.9 130.7 95.4 ND GG 33 B 10/2/07 Cannon Rd 153+00 CT 02-16 -1.6 .. 6.5 1318 .96.2 ND . :GG 34 B 10/2/07 Cannon Rd 154+00 CT 02-16 -1.6 6.7 131.2 95.8 ND GG 35 B 10/2/07 Cannon Rd 155+00 CT 02-16 -1.6 7.3 131.5 95.9 ND GG 36 B 10/2/07 Cannon Rd 156+00 CT 02-16 -1.6 7.0 130.8 95.5 ND GG 37 B 10/2/07 Cannon Rd 157+00 CT 02-16 -1.6 7.4 131.8 96.2 ND GG 38 B 10/2/07 Cannon Rd 161+50 CT 02-16 -1.6 7.0 130.3 95.1 ND GG 39 B 10/2/07 Cannon Rd 162+50 CT 02-16 -1.6 6.5 130.5 95.3 ND -_ND . GG 40 B 10/2/07 Cannon Rd 162+00 CT 02-16 -1.2 6.6 131.1 95.7 GG 41' B 10/2107 Cannon Rd 161+75 CT 02-16 -1.2 7.1 130.6 95.4 ND GG 42 B 10/2/07 Cannon Rd 158+50 CT 02-16 -1.2 7.4 130.6 95.4 ND GG 43 B 10/2/07 Cannon Rd 157+50 CT 02-16 -1.2 6.6 131.8 96.2 ND GG 44 B 10/2/07 Cannon Rd 156+50 CT 02-16 -1.2 7.3 131.3 95.9 ND GG 45 B 10/2/07 Cannon Rd 155+50 CT 02-16 -1.2 6.9 131.6 96.0 ND GG 46 B 10/2/07 Cannon Rd 154+50 CT 02-16 -1.2 6.7 131.8 96.2 ND GG 47 B 10/2/07 Cannon Rd 153+50 CT 02-16 -1.2 6.5 130.8 95.5 ND GG 48 B 10/2/07 Cannon Rd 149+50 CT 02-16 -1.2 6.6 130.2 95.0 ND GG 49 B 10/2/07 Cannon Rd 148+50 CT 02-16 1 -1.2 6.8 130.8 95.5 ND GG ' GG 50 B 10/2/07 Cannon Rd 147+50 CT 02-16 -1.2 7.1 131.2 95.8 ND 51 B 10/2/07 Cannon Rd 146+50 CT 02-16 -1.2 7.3 131.4 95.9 ND GG 52 B 10/2/07 Cannon Rd 145+50 CT 02-16 -1.2 . 7.0 130.6 95.3 ND GG 53 B 10/2/07 Cannon Rd 144+50 CT 02-16 -1.2 7.6 130.6 95.3 ND GG 54 B 10/2/07 Cannon Rd 143+50 CT 02-16 -1.2 7.4 131.1 95.7 ND GG - GG 55 B 10/2/07 Cannon Rd 142+50 CT 02-16 -1.2 6.6 130.3 95.1 ND 56 B 10/2/07 Cannon Rd 141 +50 CT 02-16 -1.2 7.3 130.2 95.0 ND GG 57 B 10/2/07 Cannon Rd 140+50 CT 02-16 -1.2 6.7 130.7 95.4 ND GG 58 B 10/2/07 Cannon Rd 139+50 CT 02-16 -1.2 .7.1 131.9 96.3 ND GG 59 B 10/2/07 Cannon Rd 138+50 CT 02-16 -1.2 6.6 131.5 95.9 ND GG 60 B 10/2/07 Cannon Rd 159+50 CT 02-16 -1.6 6.8 130.5 95.2 ND GG 61 B 10/2/07 Cannon Rd 158+50 CT 02-16 -1.6 6.5 131.1 95.7 ND GG 62 B 10/2/07 Cannon Rd 159+00 CT 02-16 -1.2 6.9 130.3 95.1 ND GG 63 B 10/2/07 Cannon Rd 158+75 CT 02-16 -1.2 7.4 130.8 95.5 ND GG 64 B 10/3/07 S. College Blvd 104+25 1 CT 02-16 BG 6.8 130.3 1 95.1 ND GG ! Calavera Hills II, LLC Calavera Hills II, Cannon and College File: C:\excel\tables\5300\5354de.cro GeoSoils, Inc. W.O. 5354-DIE-SC November 2008 Page 15 Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY 1YPE DATE TEST LOCATION TRACT NO ELEV DEPTh (tt) FROM FG OR:MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP (%) TEST METHOD SOIL 'TYPE 65 B 10/3/07 S. College Blvd 105+25 CT 02-16 BG 7.2 131.2 95.8 ND GG 66 B 10/3/07 S. College Blvd 106+25 CT 02-16 BG 6.5 130.8 95.5 ND GG 67 B 10/3/07 S. College Blvd 107+25 CT 02-16 BG 6.6 131.0 95.6 ND GG 68 B 10/3/07 S. College Blvd 108+25 CT 02-16 BG 6.9 130.7 95.4 ND GG 69 B 10/3/07 S. College Blvd 109+25 . CT 02-16 BG 6.5 130.2 950 ND GO 70', B 10/3/07 S. College Blvd 110+25 CT 02-16 BG 6.5 130.6 95.3 ND GO 71 B 10/3/07 . S. College Blvd 111+25 CT 02-16 BG 7.0 131.1 .95.7 ND GO 72 B 10/3/07 S. College Blvd 112+25 CT 02-16 BG . 6.7 131.4 95.9 ND GG 73 B 1013/07 S. College Blvd 113+25 . . CT 02-16 BG 6.6 130.7 95.4 ND GG 74 B 10/3/07 S. College Blvd 114+25 CT 02-16 BG 7.3 131.2 953 ND GG 75* B 10/3/07 S. College Blvd 115+25 CT 02-16 BG 6.6 124.8 91.1 ND ,GG 75A B 10/3/07 S. College Blvd 115+25 CT 02-16 BG 6.5 131.8 96.2 ND GO 76 . B 10/3/07 N. Side Cannon Rd 159+00 CT 02-16 BG 6.9 130.7 '95.4 ND GO 77 B 10/3/07 Cannon Rd 157+75 CT 02-16 BG 7.1 131.1 95.7 ND GG 78 B 10/3/07 Cannon Rd 156+75 CT 02-16 BG 7.0 130.2 95.0 ND GG 79 B 10/3/07 Cannon Rd 155+75 CT 02-16 BG . 7.3 131.1 95.7 ND .GG 80 B 10/3/07 - Cannon Rd 154+75 CT 02-16 BG 7.4 131.0 95.6 ND .GG 81 B 10/3/07 Cannon Rd 153+75 CT 02-16 BG 7.7 131.6 96.0 . ND GO 82 B 10/3/07 Cannon Rd 152+75 CT 02-16 BG 7.0 130.6 95.3 ND GO 83 B 10/3/07 Cannon Rd 149+25 CT 02-16 BG 6.7 131.3 96.2 ND GG 84 B 10/3/07 Cannon Rd 148+25 . CT 02-16 BO 7.0 130.3 95.1 ND .GG 85 B 10/3/07 Cannon Rd 147+25 CT 02-16 BG 6.6 131.1 957 ND GG 86 B ' 10/3/07 Cannon Rd 146+25 CT 02-16 BG 6.9 130.7 95.4 ND GO 87 B 10/3/07 Cannon Rd 145+25 CT 02-16 BG -6.7 131.8 96.3 ND GG 88 B 10/3/07 Cannon Rd 144+25 CT 02-16 BG 1 6.9 130.5 95.2 ND GO 89 B 10/3/07 Cannon Rd 143+25 CT 02-16 BG . 6.5 131.2 95.8 ND GG 90 B 10/3/07 Cannon Rd 142+25 CT 02-16 BG 6.8. 131.7 96.2 ND GG 91' B 10/3/07 Cannon Rd 162+25 . . CT 02-16 BG 6.5 -130.6 95.3 ND GG 92 B 10/3/07 Cannon Rd 160+00 . CT 02-16 BG 7.0 130.5 95.2 ND GG 93 B 10/4/07 Cannon Rd 132+25 CT 02-16 -1.0 7.1 130.6 95.3 ND GG 94 B 10/4/07 Cannon Rd 131+25 . CT 02-16 -1.0 1 6.8 130.2 95.0 ND GG 95 B 10/4/07 Cannon Rd 130+25 CT 02-16 -1.0 6.5 131.2 95.8 ND GG 96 B 10/4/07 Cannon Rd 129+75 CT 02-16 -1.0 7.3 . 130.6 95.3 ND GG 97 B 10/5/07 Cannon Rd 129+00 CT 02-16 BG 6.7 131.6 96.0 ND GG 98 B 10/5/07 Cannon Rd 130+00 CT 02-16 BG 7.0 131.3 95.8 ND GG 99, B 10/5/07 Cannon Rd 131 +00 CT 02-16 BG 6.9 131.4 95.9 ND GG 100 1 B 10/5/07 Cannon Rd 131+85 CT 02-16 BG 6.5 131.9 96.2 ND ' GG 101 B 10/5/07 Cannon Rd 132+50 CT 02-16 BO 6.5 132.0 96.3 1 ND GO 102 B 10/5/07 Cannon Rd 133+20 CT 02-16 BG 6.8 131.4 95.9 ND :'OG 103 B 10/5/07 . Cannon Rd 133+80 CT 02-16 BG 7.1 131.1 95.6 ND GG 104 B 10/5/07 . Cannon Rd 150+00 CT 02-16 BG 7.3 130.8 95.4 ND GG 105 B 10/5/07 Cannon Rd 150+80 CT 02-16 BG 7.0 - 131.1 95.6 ND GO 106 1 B 10/5/07 CannonRd150+40 CT 02-16 BG .6.7 131.6 96.0 ND GG 107.. B 10/8/07 CannonRd162+00 _. CT 02-16 BO 6.6 130.3 '95.1 ND GG 108 B 10/8/07 Cannon Rd149+00 ' CT 02-16 BG 6.8 130.2 95.0 ND I GG .109 B . 10/10/07 N.CannonRd161 +00 CT 02-16 BG 6.6 131.0 95.7 ND GG 110. B 10/10/07 N.CannonRd160+00 CT 02-16 BG 6.8 . 130.7 95.4 ND GO 111 B 10/10/07 N.CannonRd159+00 CT 02-16 BG 6.5 131.5 95.9 ND GG 112 B 10/10/07 .N. Cannon Rd157+50 CT 02-16 BO 6.6 131.7 96.2 ND GG 113, B 10/10/07 N.CannonRd156+00 CT02-16 BG 7.2 130.3 95.1 ND GO 114 B 10/10/07 .N. Cannon Rd154+50 CT 02-16 BG 6.7 130.9 95.5 ND GG 115 B 10/10/07 N.CannonRd153+00 CT 02-16 BG 6.5 131.0 95.7 ND GO 116 B 10/10/07 N. Cannon Rd 151+50 CT 02-16 BG 6.7 130.2 95.0 ND GO Calavera Hills II, LLC W.O.5354-D/E-SC Calavera Hills II, Cannon and College November 2008 File: C:\exce1\tab1es\5300\5354de.cro Page 16 GeoSoils, Inc. - Table 1 FIELD DENSITY TEST RESUL TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (it) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP (%) TEST METHOD SOIL TYPE 117 B 10/10/07 N. Cannon Rd 149+00 CT 02-16 BG 6.8 131.6 96.0 ND GG 118 B 10/10/07 N. Cannon Rd 147+50 CT 02-16 BG 6.7 130.6 953 ND GG 119 B 10/10/07 N. Cannon Rd 146+00 CT 02-16 BG 7.1 130.9 95.7 ND GG 120 B 10/10/07 N. Cannon Rd 144+50 CT 02-16 BG 6.9 130.5 95.2 ND GG 121 B 10/10/07 N. Cannon Rd 143+00 CT 02-16 BG 6.6 130.8 95.6 ND GG 122 B 10/10/07 N. Cannon Rd 141+50 CT 02-16 BG 7.2 130.5 95.2 ND GG 123 B 10/10/07 N. Cannon Rd 140+00 CT 02-16 BG 7.0 130.7 95.4 ND GG 124 B 10/10/07 N. Cannon Rd 138+50 CT 02-16 BG 6.6 131.7 96.1 ND GG 125 B 10/10/07 S. College Blvd 107+50 CT 02-16 BG 6.7 130.5 95.2 ND GG 126 B 10/10/07 S. College Blvd 111+75 CT 02-16 BG 6.8 130.2 95.0 ND GG 127 B 10/10/07 S. College Blvd 113+00 CT 02-16 BG 6.7 130.9 956 ND GG 128 B 10/10/07 S. College Blvd 114+50 CT 02-16 BG 7.0 131.8 96.2 ND GG 129 B 10/10/07 S. College Blvd 116+00 CT 02-16 BG 6.8 130.2 95.0 ND GG 130 B 10/31/07 S. Cannon Rd 127+50 CT 02-16 -1.0 6.8 1324 96.6 ND GG 131 B 10/31/07 S. Cannon Rd 128+50 CT 02-16 -1.0 6.5 133.0 97.0 ND GG 132 B 10/31/07 S. Cannon Rd 129+50 CT 02-16 -1.0 6.7 132.9 97.0 ND GG 133 B 10/31/07 S. Cannon Rd 130+50 CT 02-16 -1.0 6.9 132.3 96.5 ND GG 134 B 10/31/07 S. Cannon Rd 131+50 CT 02-16 -1.0 7.0 1 132.0 96.3 ND GG 135 B 10/31/07 S. Cannon Rd 132+50 CT 02-16 -1.0 7.2 131.7 96.1 ND GG 136 B 10/31/07 S. Cannon Rd 133+50 CT 02-16 -1.0 6.7 132.9 97.0 ND GG 137 B 10/31/07 Cannon Rd 157+00 CT 02-16 -1.0 6.6 130.7 95.4 ND GG 138 B 10/31/07 Cannon Rd 154+50 CT 02-16 -1.0 6.5 130.2 95.0 ND GG 139 B 10/31/07 Cannon Rd 152+00 CT 02-16 -1.0 7.0 130.6 95.3 ND GG 140 B 10/31/07 Cannon Rd 150+00 CT 02-16 -1.0 7.2 130.9 95.6 ND GG 141 B 10/31/07 Cannon Rd 147+50 CT 02-16 -1.0 6.7 131.2 95.9 ND GG 142 B 10/31/07 Cannon Rd 145+00 CT 02-16 -1.0 6.5 130.2 95.2 ND GG 143 B 10/31/07 Cannon Rd 142+50 CT 02-16 -1.0 6.9 131.6 96.0 ND GG 144 B 10/31/07 Cannon Rd 140+00 CT 02-16 -1.0 6.8 131.0 95.7 ND GG 145 B 11/1/07 S. Cannon Rd 158+75 CT 02-16 -0.5 6.7 131.1 95.8 ND GG 146 B 11/1/07 S. Cannon Rd 156+25 CT 02-16 -0.5 6.6 130.3 1 95.1 ND GG 147 B 11/1/07 S. Cannon Rd 153+75 CT 02-16 -0.5 7.0 130.7 954 ND GG 148 B 11/1/07 S. Cannon Rd 151+25 CT 02-16 -0.5 7.1 130.2 95.0 ND GG 149 B 11/1/07 S. Cannon Rd 149+75 CT 02-16 -0.5 6.9 130.4 952 ND GG 150 B 11/1/07 S. Cannon Rd 147+25 CT 02-16 -0.5 6.6 131.2 95.9 ND GG 151 B 11/1/07 S. Cannon Rd 144+75 CT 02-16 -0.5 7.2 130.9 95.6 ND GG 152 B 11/1/07 S. Cannon Rd 142+25 CT 02-16 -0.5 6.6 130.8 95.5 ND GG 153 B 11/1/07 S. Cannon Rd 139+75 CT 02-16 -0.5 - 6.5 130.8 95.5 ND GG 154 B 1111/07 CannonRd128+00 CT 02-16 -0.5 6.5 133.1 97.1 ND GG 154 B 11/2/07 CannonRd134+50 CT 02-16 BG 6.9 130.3 95.1 ND GG 155 B 11/1/07 CannonRd129+00 CT 02-16 1 -0.5 6.7 132.7 96.8 ND GG 155 B 11/2/07 CannonRd133+00 CT 02-16 BG 6.5 130.9 956 ND GG 156 B 11/1/07 CannonRd130+00 CT 02-16 -0.5 6.9 132.5 961 ND GG 156 B 11/2/07 Cannon Rd 131+50 CT 02-16 BG 6.5 130.7 95.4 ND GG 157 B 11/1/07 CannonRd131 +00 CT 02-16 -0.5 6.6 133.0 97.0 ND GG 157 B 11/2/07 CannonRd130+00 CT 02-16 BG 1 7.6 130.6 95.3 ND GG 158 B 11/1/07 CannonRd132+00 CT 02-16 -0.5 6.8 1 132.4 96.6 ND GG 158 B 11/2/07 CannonRd128+50 CT 02-16 BG 7.0 131.1 95.8 ND GG 159 B 11/1/07 CannonRd133+00 CT02-16 -0.5 6.5 133.1 97.1 ND GG 159 B 11/2/07 CannonRd138+00 CT 02-16 BG 6.8 132.4 96.6 ND GG 160 B 11/1/07 CannonRd134+00 CT 02-16 -0.5 6.9 132.6 96.7 ND GG 160 B 11/2/07 CannonRd139+00 CT 02-16 BG 6.5 133.1 97.1 ND GG 161 B 11/2/07 CannonRd140+00 CT 02-161 BG 1 6.9 1 132.6 96.7 ND GG 162 B 11/2/07 CannonRd141 +00 CT 02-161 BG 1 6.6 1 133.0 97.0 ND GG Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables5300\5354de.cro Page 17 GeoSoils, Inc. Tablet FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (It) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP (%) TEST:-.SOIL MErHOD TYPE 163 B 11/2/07 Cannon Rd 142+00 CT 02-16 60 6.7 132.8 96.9 ND GG 164 B 11/2/07 Cannon Rd 143+00 CT 02-16 BG 6.8 132.4 96.6 ND ' GG 165 B 11/2/07 Cannon Rd 144+00 CO2-16 BG 6.5 133.0 97.0 ND GG 166 B 11/2/07 Cannon Rd 145+00 CT 02-16 BG 6.9 132.6 96.7 ND "GG 167 B 11/2/07 Cannon Rd 146+00 CT 02-16 BG 7.1 131.4 95.9 ND GO 168 B 1/2/07 Cannon Rd 147+00 CT 02-16 BG 6.6 132.9 97.0 ND GG 169'. B 11/2/07 Cannon Rd 148+00 CT 02-16 BG 6.5 133.1 97.1 ND GG 170 B 11/2/07 Cannon Rd 149+00 CT 02-16 BG 6.8 132.1 96.4 ND GO 171 B 11/2/07 Cannon Rd 150+00 CT 02-16 BG 6.9 -132.0 96.3 ND GO 172 B 11/2/07 Cannon Rd 151 +00 CT 02-16 BG 6.6 133.0 97.0 ND GG 173. B . 11/2/07 Cannon Rd 152+00 CT 02-16 BG 7.0 131.3 95.8 ND GG 174 B - 11/2/07 Cannon Rd 153+00 CT 02-16 BG 6.8 132.4 96.6 ND GG 175 B 11/2/07 Cannon Rd 154+00 CT 02-16 BG 6.5 132.7 968 ND GG 176 B 11/2/07 ' Cannon Rd 155+00 . CT 02-16 BG ' 6.6 132.6 1 96.7 ' ND GG 177 B 11/2/07 Cannon Rd 156+00 CT 02-16 BG 6.5 133.0 97.0 ND GG 178 B 11/2/07 Cannon Rd 157+00 CT 02-16 BG 6.9 132.6 967 ND GG 179 B .11/2/07 Cannon Rd 158+00 CT 02-16 BG 6.8 132.5 96.7 ND . .GG 180 B 11/2/07 Cannon Rd 158+50 CT 02-16 BG 6.7 132.8 96.9 ND GG 181 B 11/5/07 Cannon Rd 127+80 CT 02-16 BG 6.6 133.1 97.1 ND GG 182 B 11/5/07 Cannon Rd 128+80 CT 02-16 60 6.9 132.7 96.8 ND GG 183 B 11/5/07 Cannon Rd 129+80 CT 02-16 BO 7.0 132.1 ' 964 ND GG 184 B 11/5/07 Cannon Rd 130+80 CT 02-16 BG . 6.5 133.3 97.2 ND GG 185' B 11/5/07 Cannon Rd 131+80 CT 02-16 BG 6.7 133.0 97.0 ND GG 186 B 11/5/07 Cannon Rd 132+80 CT 02-16 BG . 6.5 133.2 97.2 ND I GG 187 B 11/5/07 Cannon Rd 133+80 CT 02-16 BG 6.8 132.8 96.9 ND ' GO 188' B 11/5/07 Cannon Rd 134+30 CT 02-16 BG 6.7 133.0 97.0 ND GO 189 B 11/8/07 Cannon Rd Bus Turnout 152+00 CT 02-16 BG 7.0 131.2 95.8 ND . GO 190 B 11/8/07 Cannon Rd Bus Turnout 138+50 CT 02-16 BG 6.5 131.8 96.2 ND GG 191 B 11/8/07 Cannon Rd Bus Turnout 133+50 CT 02-16 BG . 6.8 130.7 95.4 ND GG 192 B 11/8/07 Cannon Rd Bus Turnout 127+00 CT 02-16 BG 6.6 131.2 95.8 ND GG 193 B 11/16/07 S. Cannon Rd 129+00 - CT 02-16 BG 6.5 132.1 96.4 ND GG 194 B 11/16/07 S. Cannon Rd 130+50 CT 02-16 BG 7.0 131.1 95.7 ND . GO 195 B 11/16/07 S. Cannon Rd 133+00 CT 02-16 '80 6.7 '131.2 95.8 ND .GG 196 B 11/16/07 S. Cannon Rd 137+50 CT 02-16 . BG 6.5 131.4 95.9 1 ND :GG 197 ' B 11/16/07 S. Cannon Rd 139+00 - CT 02-16 BG 6.9 130.3 95.1 ND GO 198 B 11/16/07 ' '. . S. Cannon Rd 140+50 CT 02-16 BG 6.8 131.1 95.7 ND GG 199 B 11/16/07 S. Cannon' Rd 143+00 . CT 02-16 BG . 6.9 131.0 95.6 ND GG 200 B .11/16/07 S. Cannon Rd 144+50 CT 02-16 BG 7.2 , 130.3 95.1 ND GO 201 B 11/16/07 S. Cannon Rd 146+00 . CT 02-16 80 6.8 130.6 95.3 ND GG 202 B 11/16/07 S. Cannon Rd 147+50 CT 02-16 BG . 6.8 131.2 95.8 ND ,GG 203 B 11/16/07 S. Cannon Rd 149+00 CT 02-16 BG 7.1 132.1 96.4 ND GG 204 B 11/16/07 S. Cannon Rd 150+50 CT 02-16 BG 7.3 131.1 95.7 ND , GG 205 B 11/16/07 S. Cannon Rd 153+00 CT 02-16 BG 6.7 131.3 95.9 ND ' GO 206 B '11/16/07 ' S. Cannon Rd 154+50 CT 02-16 ' BG 6.8 131.4 96.0 ND ' GG 207 B 11/16/07 5. Cannon Rd156+00 CT 02-16 BG 7.0 130.5 95.2 'ND .GO 208 B 11/16/07 S.CannonRd157+50 CT 02-16 BG 6.8 131.2 95.8 ND GG 209 B 11/16/07 S.CannonRd158+90 CT02-16 BG 6.9 130.7 95.4 ND 'GG 210. B 11/17/07 ElCaminoReal 446+00 CT 02-16 -1.5 6.9 132.1 96.4 'ND GG 211, B 11/17/07. ElCaminoReal448+00 CT 02-16 -1.5 7.3 132.6 96.8 ND -GO 212 B 11/17/07 ElCamino Real450+00 CT 02-16 -1.5 7.1 131.4 95.9 ND GO 213 B 11/17/07 'El Camino Real 452+00 CT 02-16 -1.5 7.6 132.0 96.2 ND GG 214 B 11/17/07 .El Camino Real 453+00 CT 02-16 -1.0 6.8 131.1 95.7 ND GG 215 B 11/17/07 ElCaminoReal451+00 CT 02-16 -1.0 7.4 131.4 95.9 ND GO Catavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 18 1 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS - TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO EL OR DEPTH (ft) FROM FG MOISTURE CONTENT DRY DNSITV REL COMP (%) TEST METHOD SOIL TYPE 216 B 11/17/07 El Camino Real 449+00 CT 02-16 -1.0 6.6 132.2 96.4 ND GG 217 B 11/17/07 El Camino Real 447+00 CT 02-16 -1.0 6.9 131.7 96.1 ND . GG 218 B 11/18/07 El Camino Real 446+50 CT 02-16 BG 7.2 131.2 -95.8 ND . GG 219 B 11/18/07 El Camino Real 447+50 CT 02-16 BG 6.9 132.1 964 ND GG 220 B 11/18/07 El Camino Real 448+50 CT 02-16 BG 6.9 . 133.0 97.1 ND GG 221 B 11/18/07 El Camino Real 449+50 CT 02-16 BG 7.3 132.8 969 ND ,GG 222 B 11/18/07 . El Camino Real 450+50 CT 02-16 BG 7.0 - 131.2 95.8 ND GG 223 B 11/18/07 El Camino Real 451+50 CT 02-16 BG 7.1 132.5 96.7 ND GG 224 B 11/18/07 El Camino Real 452+50 CT 02-16 BG 7.6 133.1 97.2 ND GG 225 B 11/18/07 El Camino Real 453+50 - CT 02-16 BG 6.9 132.7 96.8 ND GG 226 B 11119/07 - N. Cannon Rd 135+50 CT 02-16 BG 7.0 1 131.2 95.7 ND GG 227 B 11/19/07 N. Cannon Rd 134+50 ' CT 02-16 BG 6.6 131.7 96.1 ND GG 228 B 11/19/07 N. Cannon Rd 132+00 CT 02-16 BG 6.5 131.9 96.2 ND GG 229s B 11/19/07 N. Cannon Rd 129+00 CT 02-16 BG ' 6.8 131.5 95.9 ND GG 230 B 11/19/07 N. Cannon Rd 128+00 CT 02-16 BG 6.7 131.7 96.1 ND GG 231 B- 11/20/07 S. Cannon Rd 136+50 CT 02-16 BG 7.1 131.7 96.1 ND GG 232 B 11/20/07 S. Cannon Rd 136+50 CT 02-16 BG 6.9 131.2 95.8 ND GG 233 B. 12/3/07 El Camino Real 445+80 CT 02-16 -2.0 - 6.7 133.0 97.0 ND .GG 234 B 12/3/07 El Camino Real 445+65 CT 02-16 -2.0 6.5 133.2 97.2 ND . GG 235 B 12/3/07 El Camino Real X-ing 445+57 CT, 02-16 -2.0 6.9 132.7 96.8 ND GG 236 B 12/3/07 El Camino Real X-ing 445+57 CT 02-16 -2.0 6.6 132.9 97.0 1 ND GG 237 B 12/3/07 El Camino Real 445+70 CT 02-16 BG 6.5 133.3 97.2 ND GG 238 B 12/3/07 El Camino Real 445+60 CT 02-16 BG 6.8 132.8 96.9 ND .GG 239 B 12/3/07 El Camino Real X-ing 445+57 CT 02-16 BG 7.0 132.6 96.7 ND . GG 240 B 12/4/07 El Camino Real 445+75 CT 02-16 BG 6.7 133.1 97.1 ND GG 241 B 12/4/07 El Camino Real X-ing 445+75 CT 02-16 BG '. 6.5 133.4 97.3 ND GG 242 B 12/6/07 ' El Camino Real 455+57 CT 02-16 BG 7.5 131.0 95.6 ND GG 243 B 12/6/07 El Camino Real 455+57 ' CT 02-16 ' BG ' 7.0 130.3 95.1 ND GG 244 B 12/6/07 -El Camino Real 455+57 CT 02-16 BG 7.8 131.2 95.8 ND GG 245 B 12/14/07 ElCaminoReal445+25 CT02-16 BG 7.0 131.2 95.8 ND GG 246 B 12/14/07 ElCaminoReal445+50 CT 02-16 BG 6.8 131.9 96.4 ND GG 247 B 12/14/07 ElCaminoReal445+15 CT 02-16 BG 7.2 130.4 95.2 ND GG 248 B 12/14/07 ElCaminoReal445+40 CT 02-16 BG 7.1 131.1 95.7 ND 'GG 249 B 12/20/07 'El Camino Real 145+75 CT 02-16 BG 7.5 131.1 95.7' ND GG 250 B 12/20/07 El Camino Real 146+50 . CT 02-16 BG 7.8 131.2 95.8 ND GG 251 '.B 12/27/07 ElCaminoReal443+85 CT 02-16 -2.0 -6.9 131.0 95.6 ND GG 252 B 12/27/07 El CaminoReal443+80 CT 02-16 BG .,6.7 131.2 957 ND "GG 253 B 1/11/08 Cannon Rd Sewer MH 159+70 CT 02-16 -1.0 6.8 131.0 95.6 ND --GG 253' B 1/15/08 CannonRdLP50+10 CT02-16 -1.6 7.0 131.2 95.8 MD GG 254 B 1/11/08 Cannon Rd Sewer MH 159+70 CT 02-16 -0.5 ' 6.5 . 131.7 96.1 ND GG 254 B 1/15/08 Cannon Rd LP 50+10 CT 02-16 -1.0 6.8 132.1 96.4 -- ND GG 255 B 1/11/08 Cannon Rd Sewer MH 159+70 CT 02-16 BG 6.6 131.6' 96.0 ND GG 255 B 1/15/08 Cannon Rd LP 50+10 CT 02-16 -0.6 . 7.4 130.4 95.2 'ND GG 256 B 1/11/08 Cannon Rd Sewer MH 159+70 CT 02-16 -1.0 - .6.8 131.0 955 1 ND GG 256 B 1/17/08 S.SideCannonRd136+00 CT02-16 -2.0 7.2 130.3 95.1 ND GG 257. B 1/17/08 S.Side Cannon Rd 136+00 CT 02-16 -1.0 7.1 131.1 95.7 ND GG 258 B 1/17/08 S.SideCannonRd136+00 CT02-16 BG 6.8 .132.0 96.3 ND GG 259. - _B 1/17/08 -El Camino Real 453+90 CT 02-16 -1.3 7.3 131.0 95.6. ,ND GG 260' B 1/17/08 El Camino Real 453+90 CT 02-16 -0.5 7.0 131.2 95.8 ND GG 261i B 1/17/08 El Camino Real 453+90 CT 02-16 BG 7.5 132.1 96.4 ND GG 265 B 2/11/08 NE College Blvd 116+00 CT 02-16 -2.0 7.0 130.7 95.4 ND -GG 266 B 2/11/08 NE College Blvd 114+80 CT 02-16 -2.0 6.6 131.4 95.9 ND .GG 267 B 2/11/08 NE College Blvd 113+80 CT 02-16 -2.0, ' 6.5 131.7 96.1 ND GG Calavera Hills II, LLC çalavera Hills II, Cannon and College File: C:\excel\tables\5300\5354de.cro 41 W.O. 5354-DIE-SC November 2008 Page 19 GeoSoits, 'Inc. Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROM FG MOISTURE CONTENT %) DRY DENSITY pcf) REL COMP TEST METHOD SOIL TYPE 268 B 2/11/08 NE College Blvd 112+50 CT 02-16 -2.0 6.6 132.2 96.5 ND GG 269 B 2/11/08 NE College Blvd 111+50 CT 02-16 -2.0 - 6.5 133.4 97.3 ND GG 270 B 2/11/08 NE College Blvd 110+50 CT 02-16 -2.0 6.9 130.5 95.2 ND GG 271 B 2/11/08 NE College Blvd 109+00 CT 02-16 -2.0 6.5 133.3 97.2 ND GG 272 B 2/11/08 NE College Blvd 106+50 CT 02-16 -1.0 6.8 130.9 95.5 ND GG 273 B 2/11/08 NE College Blvd 105+00 CT 02-16 -1.0 6.7 131.2 95.7 ND GG 274 B 2/12/08 NE College Blvd 115+50 CT 02-16 BG 6.9 130.4 95.1 ND GG 275 i B 2/12/08 NE College Blvd 114+50 CT 02-16 BG 6.6 131.9 96.2 ND GG 276 B 2/12/08 NE College Blvd 112+80 CT 02-16 BG 6.5 132.4 96.6 ND GG 277 B 2/12/08 NE College Blvd 111+80 CT 02-16 BG 6.7 131.8 96.2 ND GG 278 B 2/12/08 NE College Blvd 109+50 CT 02-16 BG 7.1 130.3 95.1 ND GG 279 B 2/12/08 NE College Blvd 107+50 CT 02-16 BG 6.5 132.9 97.0 ND GG 280 B 2112/08 NE College Blvd 106+30 CT 02-16 BG 6.6 .132.7 96.8 ND GG 281 B 2/12/08 NE College Blvd 105+30 CT 02-16 BG 6.5 132.8 96.9 ND GG 282 B 2/12/08 NE College Blvd 104+00 CT 02-16 BG 6.8 131.7 96.1 ND GG 283 B 2/25/08 College Blvd 115+30 CT 02-16 BG . 6.7 131.5 95.9 ND .GG 284 B 2/25/08 College Blvd 115+00 CT 02-16 BG 6.5 131.9 96.2 ND GG 285 B 2/25/08 Colelge Blvd 113+50 CT 02-16 BG 6.8 131.2 95.7 ND GG 286* B 2/25/08 College Blvd 112+00 CT 02-16 BG 7.9 125.0 91.2 ND GG 286A ' B 3/4/08 College Blvd 112+00 CT 02-16 BG 6.7 131.5 95.9 ND GG 287* B 2/25/08 College Blvd 111+50 CT 02-16 BG 8.1 124.8 91.0 1 ND GG 287A B 3/4/08 College Blvd 111+50 CT 02-16 BG 6.5 131.8 96.2 ND GG 288 Test Number Not Used CT 02-16 BG ND GG 289* B 2/25/08 College Blvd 110+60 CT 02-16 BG 8.0 124.9 91.1 ND GG 289A B 3/4/08 College Blvd 110+60 CT 02-16 BG 6.6 131.6 96.0 ND GG 290 B 2/25/08 College Blvd 108+50 CT 02-16 BG 6.9 131.0 95.6 ND GG 291 B 2/25/08 College Blvd 106+50 CT 02-16 BG 6.6 131.6 96.0 1 ND GG 292 B 2/25/08 College Blvd 105+30 CT 02-16 BG 6.5 132.3 96.5 ND GG 293 B 2/25/08 College Blvd 104+50 CT 02-16 . BG 6.7 131.5 95.9 ND GG 294 B 2/28/08 CollegeBlvd113+60 CT 02-16 BG 6.7 131.0 95.6 ND . GG 295 B 2/28/08 College Blvd 113 + 60 CT02-16 BG 6.5 131.4 95.9 ND GG 296* B 3/5/08 MedianElCaminoReal447+75 CT 02-16 BG 3.8 114.6 80.4 ND 00 296A B 3/28/08 MedianElCaminoReal447+75 CT02-16 BG 6.2 138.2 1 96.9 ND 00 297* B 3/5/08 MedianElCaminoReal446+65 CT 02-16 BG 4.3 116.8 81.9 MD 00 297A B 3/28/08 . MedianElCaminoReal446+65 CT 02-16 BG 6.3 138.0 96.8 ND 00 298* B 3/5/08 MedianElCaminoReal445+35 CT 02-16 BG 3.3 113.5 796 ND 00 298A B 3/28/08 MedianElCaminoReal445+35 CT02-16 BG 6.1 138.4 97.1 ND 00 299 B 3/13/08 N.SideBus Turnout CollegeBlvd115+70 CT 02-16 BG 6.7 132.0 96.3 ND GG 300 B 3/13/08 N. Side Bus Turnout College Blvd 115+25 CT 02-16 BG 6.5 132.7 96.8 1 ND .GG 301 B 3/17/08 N. Side Bus Turnout College Blvd 115+70 CT 02-16 BG 6.6. 131.7 96.1 ND GG 302 B 3/17/08 N.SideBus Turnout CollegeBlvd114+90 CT02-16 BG 6.7 131.5 95.9 ND GG 303 B 4/1/08 MedianCannonRd133+20 CT 02-16 BG 7.2 135.4 967 ND SS 304- B 4/1/08 MedianCannonRd134+00 CT 02-16 BG 7.0 136.2 97.2 ND SS 305 B 4/1/08 MedianCannonRd134+50 CT02-16 BG 7.3 135.2 96.5 ND SS 306 B 4/4/08 MedianCannonRd135+00 CT 02-16 BG 7.5 134.0 95.7 ND SS 307 B 4/4/08 MedianCannonRd136+00 CT02-16 BG - 7.2 134.5 96.0 ND . .SS 308 B 4/4/08 MedianCannonRd136+75 CT 02-16 BG 7.0 .135.1 96.4 ND SS 309 B 4/4/08 MedianCannonRd137+75 CT 02-16 BG 7.2 134.4 96.0 ND SS 310 B 4/4/08 MedianCannonRd138+50 CT 02-16 BG 7.4 134.3 95.9 ND SS 311k B 4/4/08 1 MedianCannonRd139+60 CT 02-16 BG 7.0 135.0 964 ND SS 312 B 4/7/08 CannonRd138+20 CT 02-16 BG 7.2 134.7 962 ND SS 313 B 4/7/08 CannonRd139+00 CT 02-16 BG - 7.5 134.2 958 ND SS 314 B 4/7/08 . CannonRd137+20 CT 02-16 BG 7.0 135.6 1 968 ND SS Calavera Hills II, LLC W.O. 5354-DIE-SC. Calavera Hills II, Cannon and College November 2008 File: C:\exce1\tables\5300\5354de.cro Page 20 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS TEST NO UTIUTY TYPE DATE TEST LOCATION TRACT NO ELEV OR DEPTH (tt) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pcf) REL. COMP TEST METHOD SOIL TYPE 315 B 4/7/08 Cannon Rd 138+50 CT 02-16 BG 7.3 135.4 96.7 ND SS 316 B 4/7/08 Cannon Rd 139+20 CT 02-16 BG ' 7.9 133.8 95.5 ND SS 317 B 4/8/08 Median Cannon Rd153+30 CT 02-1 -1.0 7.3 134.8 96.2 ND SS 318 B 4/8/08 Median Cannon Rd-152+50 CT 02-1 -1.0 7.5 134.3 959 ND SS 319 B 4/8/08 Median Cannon Rd 151 +50 CT 02-1 -1.0 7.0 135.0 96.4 ND SS 320 B 4/8/08 Median Cannon Rd 150+60 CT 02-16 -1.0 7.7 133.9 956 ND SS 321 B 4/8/08 Median Cannon Rd 153+20 CT 02-16 BG t 7.9 133.5 953 ND SS 322 B 4/8/08 Median Cannon Rd 152+20 CT 02-16 BG 8.1 133.2 95.1 ND SS 323 B 4/8/08 . Median Cannon Rd 151 +00 , CT 02-16 BG 7.4 134.4 960 ND' SS 324 B 4/9/08 Median Cannon Rd 149+75 CT 02-16 -1.0 . 7.1 135.2 96.5 ND SS 325 B 4/9/08 Median Cannon Rd 148+80 CT 02-16 -1.0 7.0 135.4 96.7 ND SS 326 B 4/9/08 Median Cannon Rd 147+80 CT 02-16 -1.0 7.4 134.5 960 ND SS 327 B 4/9/08 Median Cannon Rd 146+80 CT 02-16 -1.0 1 - 7.6 134.1 95.7 ND . SS 328 B 4/9/08 Median Cannon Rd 145+80 CT 02-16 -1.0 7.3 135.0 96.4 ND SS 329 B 4/10/08 - Cannon Rd 149+50 CT 02-16 BG , 7.6 134.0 95.7 ND SS 330 B 4/10/08 Cannon Rd 148+50 CT 02-16 BG 7.4 134.3 959 ND SS 331 B 4/10/08 Cannon Rd 147+50 . CT 02-16 BG . 7.2 134.6 961 ND SS 332 B 4/10/08 Cannon Rd 146+50 CT 02-16 BG 7.3 134.4 96.0 ND SS 333 B 4/10/08 Cannon Rd 145+70 CT 02-16 BG 7.0 134.9 96.3 1 ND SS 334. B 4/17/08 . Cannon Rd 152+78 CT 02-16 BG 7.3 134.2 95.8 ND SS 335 B 4/17/08 Cannon Rd 152+30 CT 02-16 BG 7.6 133.9 95.6 ND SS 336 B 4/17/08 . Cannon Rd 149+90 CT 02-16 BG 7.0 135.1 965 ND SS 337. B 4/17/08 Cannon Rd 151+75 . CT 02-16 BG 7.1 134.9 96.3 ND SS 338 B 4/17/08 Cannon Rd 149+00 CT 02-16 BG 7.5 134.0 95.7 ND SS 339. B 4/17/08 1 Cannon Rd 141 +10 CT 02-16 BG 7.7 1 133.5 95.3 ND SS 340' B 4/17/08 Cannon Rd 145+10 CT 02-16 BG 7.4 134.2 95.8 ND SS 341 B 4/17/08 Cannon Rd 138+80 . CT 02-16 BG 7.0 135.0 964 ND SS 342. B 4/17/08 Cannon Rd 137+20 CT 02-16 BG 7.3 134.8 962 ND SS 343 B 4/18/08 Cannon Rd 136+15 CT 02-16 BG 7.4 134.2 95.8 ND . SS 344 B 4/18/08 Cannon Rd 136+15 CT 02-16 BG 7.0 135.1 96.5 .ND SS 345 B 4/25/08 Cannon Rd 132+90 CT 02-16 BG 7.7 133.9 95.6 1 ND SS 356 B 4/25/08 Cannon Rd 134+35 CT 02-16 BG 7.3 134.5 960 ND SS 347 B 4/25/08 Cannon Rd 135+00 CT 02-16 BG 7.6 134.0 95.7 ND SS 348 B 4/25/08 Cannon Rd 136+20 CT 02-16 BG 7.0 135.0 96.4 ND SS 349 B 4/25/08 Cannon Rd 146+60 CT 02-16 BG 7.3 134.6 96.1 ND SS 350 B 4/25/08 Cannon Rd 148+00 CT 02-16 BG 8.0 133.5 95.3 ND SS 351 B 4/25/08 Cannon Rd 149+10 CT 02-16 BG 8.2 133.2 95.1 ND SS 352 B 4/25/08 Cannon Rd 150+00, CT 02-16 BG 7.6 134.1 95.7 ND. SS 353 B 4/25/08 Cannon Rd 151+10 CT 02-16 BG 7.5 134.5 96.0 ND SS 354 B 4/25/08 Cannon Rd 152+10 CT 02-16 BG 7.3 134.9 96.3 ND SS 355 B 5/15/08 Cannon Rd 136+40 CT 02-16 BG 7.2 131.0 95.6 ND W 356 B 5/15/08. Cannon Rd 136+27 CT 02-16 BG 7.0 1 131.7 96.1 ND W 357 B 5/15/08 Cannon Rd 136+90 CT 02-16 BG 7.0 131.9 96.2 1 ND W 358 B 5/27/08 Cannon Rd 136+45 ' CT 02-16 . BG 7.3' 130.9, 95.5 ND VV 359 B 5/27/08 , . Cannon Rd 136+60 CT 02-16 BG 7.0 131.4 95.9 ND W 360 B 5/28/08 , Cannon Rd 161+65 CT 02-16 BG 7.3 130.6 95.3 ND W 361, B 5/28/08 Cannon Rd 162+40 CT 02-16 .. BG 7.6 130.4 95.1 ND . W 362 B. 5/28/08 Cannon Rd 162+80 CT 02-16 BG 70 131.6 96.0 ND W 363 B 5/28/08 Cannon Rd 163+45 CT 02-16 1 BG 7.1 131.7 96.1 ND W 364 B 5/28/08 College Blvd 117+50 CT 02-16 BG ' 7.3 130.8 95.4 ND W 365 B 5/29/08 CannonRd149+90 CT 02-16 'BG 7.3 130.9 95.5 ND W 366 B 5/29/08 . Cannon Rd 149+75 CT 02-16 BG 7.0 131.8 96.2 ND , W 367' ' B 5/29/08 Cannon Rd 136+00 CT 02-16 BG 7.7 130.6 95.3 ND 'W Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 21 GeoSoils, Inc.- Table 1 FIELD DENSITY TEST RESULTS I UTILITY PE A TRACT ELEV OR RFG MOISTURE ONTENT () TY DRY 1)ENSITY (pct) REL COMP (%) TEST METHOD SOIL B 5/29/08 Cannon Rd 136+15 CT 02-16 BG 7.1 131.6 96.0 ND W 369 B 5/30/08 F. Side College Blvd 116+35 CT 02-16 BG 7.4 131.2 95.7 ND W 370 B 5/30/08 E. Side College Blvd 115+50 CT 02-16 BG - 7.0 131.9 962 -ND W 371 B 5/30/08 E. Side College Blvd 114+45 CT 02-16 BG 7.7 130.8 954 ND W 372 B 5/30/08 E. Side College Blvd 113+25 CT 02-16 BG 7.1 131.7 96.1 ND - W 373 B 5/30/08 E. Side College Blvd 112+80 CT 02-16 BG 7.3 131.5 95.9 ND W 374 B 5/30/08 Cannon Rd 136+15 CT 02-16 BG . 7.9 130.6 95.3 ND W 375 - B 5/30/08 Cannon Rd 137+00 CT 02-16 BG - 7.4 131.4 95.9 ND W 376 B 6/4/08 Cannon Rd at Hilltop St 150+15 CT 02-16 -1.6 7.4 131.3 95.8 ND - W 377 B 6/4/08 Cannon Rd at Hilltop St 150+45 CT 02-16 -1.6 7.0 - 131.8 96.2 ND - W 378 - B 6/5/08 Cannon Rd at Wind Trailway 136+30 CT 02-16 -1.6 7.6 130.9 955 ND W 379 B - 6/5/08 Cannon Rd at Wind Trailway. 136+70 CT 02-16 -1.6 7.4 131.4 95.9 - ND W 380 B 6/5/08 Cannon Rd at Wind Traiway 136+50 CT 02-16 -13 7.0 131.9 96.2 ND W 381 B 6/6/08 1 Cannon Rd at Wind Trailway 136+35 CT 02-16 BG -7.2 131.7 96.1 ND W 382 B 6/6/08 Cannon Rd at Wind Trailway 136+60 CT 02-16 BG 7.8 130.8 95.4 ND W 383 B 6/6/08 Cannon Rd at Hilltop St 150+20 CT 02-16 -0.6 - 7.1- 132.0 96.3 ND W 384 B 6/6/08 Cannon Rd at Hilltop St 150+40 CT 02-16 BG - 7.3 1311 96.1 ND - W Jogging Trail - - 385 B 8/11/08 S. Side Cannon Rd 139+20 CT 02-16 BG 10.5 119.2 94.6 1 ND '(V 386 B 8/11/08 S. Side Cannon Rd 140+60 CT 02-16 BG 10.9 118.6 94.1 ND '(V 387 B 8/11/08 S. Side Cannon Rd 141+00 CT 02-16 BG . 11.3 117.9 . 93.5 ND YY 388 B 8/11/08 - S. Side Cannon Rd 142+40 CT 02-16 BG 10.2 120.0 95.2 ND '(V 389 B 8/11/08 S. Side Cannon Rd 143+60 CT 02-16 BG 10.0 120.4 95.5 ND '(V 390- B 8/11/08 S. Side Cannon Rd 144+40 CT 02-16 BG 10.6 118.9 94.3 ND VY 391 B 8/12/08 S. Side Cannon Rd 145+60 CT 02-16 BG 10.1 120.2 95.3 1 ND '(V 392 - B 8/12/08 S. Side Cannon Rd 147+20 CT 02-16 BG 10.4 119.6 94.9 ND '(V 393 B 8/12/08 S. Side Cannon Rd 148+50 CT 02-16 BG 10.8 118.1 93.7 ND '(V 394 B 8/12/08 S. Side Cannon Rd 149+60 CT 02-16 BG 10.3 119.9 95.1 ND '(V 395 B 8/12/08 S. Side Cannon Rd 151 +00 CT 02-16 BG 10.5 118.7 942 ND '(V 396 B 8/14/08 S. Side Cannon Rd 153+40 CT 02-16 BG . 10.8 118.3 93.8 ND '(V 397 B 8/14/08 S. Side Cannon Rd 154+45 CT 02-16 BG 10.6 . 118.6 94.1 ND '(V 398 B 8/14/08 S. Side Cannon Rd 156+00 CT 02-16 BG 10.7 118.4 93.9 ND '(V 399 B 8/14/08 S. Side Cannon Rd 157+55 - CT 02-16 . BG 11.2 117.3 93.0 ND - '(V B 8/14/08 . S. Side Cannon Rd 159+15 CT 02-16 - BG - 11.4 116.9 92.7 ND '(V B 8/14/08 S. Side Cannon Rd 160+85 CT 02-16 BG 10.6 118.4 93.9 ND YY 402 B 8/14/08 S. Side Cannon Rd 162+50 CT 02-16 BG . 10.0 120.0 95.2 ND '(V 403 B 8/14/08 E. Side College Blvd 112+35 CT 02-16 BG i 10.2 119.7 95.0 ND - YV 404. B 8/14/08W E. Side College Blvd 110+55 CT 02-16 BG 10.8 118.6 94.1 ND '(V 405 B 8/14/08 E. Side College Blvd 109+45 CO2-16 BG 10.5 119.0 94.4 ND '(V 406 B 8/14/08 E. Side College Blvd 108+10 CT 02-16 BG - 10.0 1198 95.0 ND '(V 407 B 8/14/08 E. Side College Blvd 107+00 CT 02-16 BG 10.3 1194 94.7 ND '(V - 408 B 8/14/08 E. Side College Blvd 104+85 CT 02-16 BG 10.2 119.8 95.0 . ND '(V 409 B 8/15/08 E. Side Cannon Rd 126+35 CT 02-16 . BG 10.0 120.0 95.2 ND '(V 410 B - 8/15/08 E.SideCannonRd126+85 CT02-16 BG 10.3 119.3 946 ND '(V 411 B 8/15/08 E.SideCannonRd129+35 CT 02-16 BG -10.1 119.9 95.1 ND '(V 412 B 8/15/08 E. Side Cannon Rd.130+10 CT02-16 BG 11.3 117.0 92.8 ND -'(V 413 B 8/15/08 F. Side Cannon Rd131+30 CT02-16 BG 11.0 117.5 93.2 ND '(V 414 B 8/15/08 E.SideCannonRd132+50 CT 02-16 BG 10.7 118.3 93.8 ND -'(V 415 B 8/15/08 E.SideCannonRd134+00 CT 02-16 BG ,10.2 119.7 95.0 ND '(V 416 B 8/15/08 E.SideCannonRd135+00 CT 02-16 BG -10.4 119.1 94.5 ND '(V 417 B 8/20/08 E. Side Cannon Rd126+50 - CT 02-16 FG 10.6 125.5 99.6 ND '(V 418 B 8/20/08 E.SideCannonRd127+40 CT 02-16 FG 10.1 123.5 -98.0 ND '(V 419 B 8/20/08 E.SideCannonRd128+45 CT 02-16 FG 10.3 1 118.9 94.4 ND '(V Calavera Hills II, LLC W.O. 5354-D/E-SC Calavera Hills II, Cannon and College November 2008 File: C:\exce1\tab1es\5300\5354de.cro Page ?2 GeoSoils, Inc. TEST No - UTILITY TYPE DATE TEST LOCATION TRACT No ELEV OR DEPTH (tt) FROM FG MOISTURE CONTENT %) DRY DENSITY (pcf) REL COMP (%) TEST METHOD SOIL TYPE 420 B 8/20/08 E. Side Cannon Rd 130+40 CT 02-16 FG • 11.1 118.4 93.9 ND VT 421 B 8/20/08 E. Side Cannon Rd 132+10 CT 02-16 FG 10.0 120.5 95.6 ND VT 422 B 8/20/08 E. Side Cannon Rd 133+60 CT 02-16 FG 10.2 121.2 96.1 ND VY 423 B 8/20/08 E. Side Cannon Rd 135+00 CT 02-16 FG 10.2 119.9 95.1 ND VT 424 B 8/20/08 E. Side Cannon Rd 135+70 CT 02-16 FG 10.9 118.0 93.6 ND TV 425 B 8/22/08 E. Side Cannon Rd 149+80 CT 02-16 FG 10.1 116.6 92.5 ND VT 426* B 8/22/08 E. Side Cannon Rd 150+25 CT 02-16 FG 10.0 111.2 88.2 ND VT 426A B 8/25/08 E. Side Cannon Rd 150+25 CT 02-16 FG 10.2 114.4 90.9 ND VT 427 B 8/22/08 E. Side Cannon Rd 150+80 CT 02-16 FG 10.2 125.2 99.3 ND .'(V 428 B . 9/2/08 E. Side El Camino Real 443+40 CT 02-16 BG 7.6 - 130.5 95.2 ND W 429 B 9/2/08 E. Side El Camino Real 443+45 CT 02-16 . BG 7.1 131.4 95.9 ND W 430 B 9/2/08 W. Side El Camino Real 443+80 CT 02-16 BG 7.0 131.7 96.1 ND W 431 B 9/2/08 W. Side El Camino Real 443+85 CT 02-16 BG 7.2 131.5 95.9 ND W ASPHALTIC CONCRETE TEMP WET EEM _____ _________ 1 AC 10/11/07 S. College Blvd 103+75 CT 04-26 AC 307.0 140.1 96.0 ND AC6 2 AC 10/11/07 S. College Blvd 104+50 CT 04-26 AC 309.0 138.8 95.0 ND AC6 3 AC 10/11/07 S. College Blvd 106+00 CT 04-26 AC 298.0 139.8 95.8 ND AC6 4 AC 10/12/07 S:College Blvd 107+00 CT 02-16 AC * 300.0 138.9 95.1 ND AC6 5 AC 10/12/07 S. College Blvd 108+50 CT 02-16 AC 292.0 140.4 96.2 ND AC6 6 AC 10/12/07 S. College Blvd 110+00 CT 02-16 AC 310.0 139.7 95.7 ND AC6 7 AC 10/12/07 S. College Blvd 111+75 CT 02-16 -AC 303.0 139.9 95.8 ND AC6 8 AC 10/12/07 S. College Blvd 113+00 CT 02-16 AC 300.0 144.6 99.0 ND AC6 9 AC 10/12/07 S. College Blvd 114+50 CT 02-16 AC 318.0 140.0 95.9 ND AC6 10 AC 10/12/07 S. College Blvd 106+00 CT 02-16 AC . 299.0 139.9 95.8 ND AC6 11 AC. .10/12/07 N. Cannon Rd 156+50 CT 02-16 AC 303.0 139.3 95.4 ND AC6 12' AC 10/12/07 N. Cannon Rd 155+00 CT 02-16 AC 310.0 1 140.2 96.0 ND AC6 13 AC 10/12/07 N. Cannon Rd 153+00 CT 02-16 AC 314.0 • 141.3 96.8 ND AC6 14 AC 10/12/07 N. Cannon Rd 151 +00 CT 02-16 AC 308.0 140.7 96.4 ND AC6 15, AC 10/12/07 N. Cannon Rd 149+00 CT 02-16 AC 315.0 140.0 959 ND 'AC6 16. AC 10/12/07 N. Cannon Rd 147+00 CT 02-16 AC 306.0 141.2 96.7 ND AC6 17 AC 10/12/07 N. Cannon Rd 145+00 CT 02-16 AC . 309.0 138.7 95.0 ND AC6 18 AC 10/12/07 N. Cannon Rd 143+00 CT 02-16 AC 300.0 141.1 96.6 ND AC6 19 AC ' 10/12/07 N. Cannon Rd 141 +00 CT 02-16 AC 318.0 140.2 96.0 ND - AC6 20 . AC 10/12/07 N. Cannon Rd 139+00 CT 02-16 AC 315.0 139.9 95.8 ND AC6 21 AC 10/12/07 N. Cannon Rd 154+00 CT 02-16 AC 309.0 140.2 960 ND AC6 22' AC- 10/12/07 N. Cannon Rd 152+00 CT 02-16 AC 297.0 139.9 958 ND AC6 23 AC 10/12/07 N. Cannon Rd 150+00 CT 02-16 AC 310.0 .139.6 95.6 ND AC6 24 AC 10/12/07 N. Cannon Rd 148+00 CT 02-16 AC 308.0 140.3 96.1 ND AC6 25 AC 10/12/07 N. Cannon Rd 146+00 CT 02-16 - AC 316.0 140.7 96.4 ND 'AC6 26 AC 10/12/07 N. Cannon Rd 144+00 CT 02-16 AC 321.0 139.0 95.2 ND AC6 27, AC - 10/12/07 N. Cannon Rd 142+00 CT 02-16 AC 314.0 138.8 95.1 ND AC6 28- AC 10/12/07 N. Cannon Rd 140+00 CT 02-16 AC - 307.0 140.6 963 ND AC6 29. AC 10/12/07 N. Cannon Rd 138+00 CT 02-16 - AC - 310.0 - 139.9 958 ND ., AC6 30 AC 10/15/07 S. College Blvd 107+50 CT 02-16 - AC 300.0 135.9 95.0 ND AC3 31 AC 10/15/07 S. College Blvd 109+50 CT 02-16 . AC 303.0 136.8 95.7 ND - AC3 32 AC 10/15/07 S. College Blvd 111+50 CT 02-16 AC 309.0 137.7 96.3 ND AC3 33 AC 10/15/07 S. College Blvd 113+50 - CT 02-16 AC 298.0 - 138.0 96.5 ND .AC3 34 AC 10/15/07 S. College Blvd 115+50 CT 02-16 AC 305.0 ' 136.6 95.5 ND AC3 35 AC 10/15/07 N. College Blvd 159+50 CT 02-16 AC 290.0 135.8 95.0 ND AC3 36 AC 10/15/07 N. College Blvd 157+50 CT 02-16 AC : 287.0 137.4 96.1 ND AC3 37' AC 10/15/07 N. College Blvd 155+50 1 CT 02-16 AC 288.0 137.7 96.3 ND AC3 38. AC 10/15/07 N. College Blvd 153+50 CT 02-16 AC 297.0 136.6 95.5 ND AC3 39 AC 10/15/07 N. College Blvd 151+50 CT 02-16 AC 308.0 136.9 1 95.7 ND AC3 Calavera Hills II, LLC W.O. 5354-D/E-SC Calavera Hills II, Cannon and College November 2008 1!e: C:\excel\tables\5300\5354decro Page 23 GeoSoils, Inc. Table 1 FIELD DENSITY TEST RESULTS TEST NO UTILITY TYPE bATE TEST LOCATION TRACT NO ELEV OR DEPTh (ft) FROM FG MOISTURE CONTENT (% DRY DENSiTY pcfl REL COMP TEST METHOD SOIL TYPE r TEMP \ET 40 AC 10/15/07 N. College Blvd 149+50 CT 02-16 AC 300.0 135.9 95.0 ND AC3 41 AC 10/15/07 N. College Blvd 147+50 CT 02-16 AC 310.0 136.6 95.5 ND AC3 42 AC 10/15/07 N. College Blvd 145+50 CT 02-16 AC 303.0 136.0 95.1 ND AC3 43 AC 10/15/07 N. Cannon Rd 143+50 CT 02-16 AC 302.0 136.8 95.7 ND AC3 44 AC 10/15/07 N. Cannon Rd 141+50 CT 02-16 AC 297.0 137.4 96.1 ND . AC3 45 AC 10/15/07 N.CannonRd139+50 CT02-16 AC 300.0 136.6 95.5 ND AC3 46 AC .11119/07 CannonRd128+00 CT 02-16 AC 314.0 136.3 95.3 ND AC3 47 AC ,. 11/19/07 Cannon Rd129+50 CT 02-16 AC 302.0 137.4 96.1 ND AC3 48 AC 11/19/07 CannonRd131 +00 CT 02-16 AC 295.0 136.8 95.7 ND AC3 .49 AC 11/19/07 CannonRd132+50 CT 02-16 ACL 308.0 139.9 95.8 ND AC6 50 AC 11/19/07 CannonRd134+00 CT 02-16 .AC 310.0 1 138.1 96.6 1 ND AC3 51 .AC 11/19/07 CannonRd138+00 CT 02-16 AC 300.0 136.3 95.3 ND AC3 52 AC 11/19/07 CannonRd139+50 CT 02-16 AC 318.0 137.7 96.3 ND AC3 53, AC 11/19/07 CannonRd140+75 CT 02-16 .AC 318.0 136.3 95.3 ND .AC3 54 AC 11/19/07 CannonRd142+00 CT 02-16 AC 322.0 140.0 95.9 ND. AC6 55 AC 11/19/07 CannonRd143+50 CT 02-16 AC . 318.0 138.2 96.6 ND AC3 56 AC 11/19/07 CannonRd145+00 CT 02-16 AC 300.0 1 139.1 953 ND .AC6 57 AC 11/19/07 CannonRd146+00 CT 02-16 AC 305.0 138.8 951 ND AC6 58. AC, 11/19/07 CannonRd147+50 CT 02-16 AC 305.0 136.7 95.6 ND AC3 59 AC 11/19/07 CannonRd149+00 CT 02-16 AC 298.0 137.9 96.4 ND AC3 60 AC 11/19/07 .Cannon Rd150+50 CT 02-16 AC 301.0 138.7 95.0 ND AC6 61 AC 11/19/07 .Cannon Rd152+00 CT 02-16 AC 314.0 136.9 95.7 ND AC3 62 AC 11/19/07 CannonRd153+50 CT 02-16 AC 308.0 139.2 95.3 ND AC6 63, AC 11/19/07 CannonRd155+00 CT 02-16 AC .317.0 137.4 95.4 ND -AC4 64 AC 11/19/07 CannonRd156+50 CT 02-16 AC 315.0 136.8 95.0 ND AC4 65 AC 11/19/07 CannonRd158+50 CT 02-16 AC 315.0 136.5 95.5 ND AC3 66 AC 11/19/07 N.CannonRd137+00 CT 02-16 AC 292.0 140.1' 960 ND .AC6 67 AC 11/19/07 N.CannonRd135+00 CT 02-16 AC .305.0 137.2 95.9 ND AC3 68 AC 11/19/07 N. Cannon Rd133+00 - CT 02-16 .AC 302.0 138.8 95.1 ND AC6 69 AC 11/19/07 N. Cannon Rd 131 +00 CT02-16 AC 298.0 137.4 96.1 ND AC3 70 AC 11/19/07 .N. Cannon Rd129+00 CT 02-16 AC 298.0 139.2 95.3 .ND 'AC6 72 AC 11/19/07 ElCaminoReal 445+90 CT 02-16 AC 305.0 139.7 95.6' ND AC6 73, AC 11/19/07' ElCaminoReal447+00 CT 02-16 AC 312.0 139.3 95.4 ND AC6 74 .AC 11/19/07 ElCamino Real 448+00 CT 02-16 AC 309.0 140.2 960 ND AC6 75 AC 11/19/07 ElCaminoReal449+00' CT 02-16 AC 315.0 141.0 96.5 ND -AC6 76 'AC 11/19/07 ElCaminoReal450+00 CT 02-16 AC 299.0 139.8 '95.7 ND AC6 77 AC 11/19/07 ElCaminoReal451 +00 CT 02-16 AC 307.0 139.7 95.6 ND . AC6 78 AC 11/19/07 ,El Camino Real 452+ 00 CT02-16 AC 300.0 140.2 96.0 ND AC6 79 AC 11/19/07 ElCaminoReal453+00 CT 02-16 AC 295.0 141.7 97.0 ND AC6 80' AC 11/19/07 ElCaminoReal453+50 CT 02-16 -AC 1 318.0 140.7 96.3 ND AC6 81. AC 11/21/07 S.CannonRd153+50 CT 02-16 AC 301.0 139.8 97.8 ND 'AC3 82 AC 11/21/07 S.CannonRd156+00 CT 02-16' AC 308.0 140.2 980 ND AC3 83 AC 11/21/07 . S. Cannon Rd158+00 . CT 02-16 AC 298.0 138.9. 97.1 ND AC3 84 AC 11/21/07 N.CannonRd137+00 CT 02-16 AC "308.0 135.8 95.0 ND 'AC3 85 AC 11/21/07 . N.CannonRd135+50 CT 02-16 AC 297.0 1 138.0 96.5 ND :AC3 86. AC 11/21/07 N.CannonRd134+00 CT 02-16 AC 303.0 136.3, 95.3 ND AC3 87 AC 11/21/07 N.CannonRd132+50 CT 02-16 AC .312.0 137.2 95.9 ND .AC3 88 AC 11/21/07 N.CannonRd131 +00 CT 02-16 AC 305.0 134.0 95.0 ND AC1 8911 AC 1 11/21/07 1 N.CannonRd129+50 CT02-16 AC 307.0 138.4 96.8 ND -AC3 90 AC 11/21/07 N.CannonRd128+00 CT02-16 AC 300.0 ' 137.4 96.1 ND AC3 91. AC 11/21/07 S. Cannon Rd 127+75 CT 02-16 AC 305.0 135.9 95.0 ND AC3 92 AC 11/21/07 S. Cannon Rd 129+25 CT 02-16 AC 303.0 137.4 96.1 ND AC3 Calavera Hills II, LLC W.O. 5354-DIE-SC' Calavera Hills II, cannon and College November 2008 File: C:\exce1\tab1es\5300\5354de.cro Page 24. GeoSoils, Inc. Table 1 -. FIELD DENSITY TEST RESULTS TEST NO TYPE UTiLITY %o. DATE ............................. .................... ...... .. TEST LOCATION _ ____ TRACT NO ELEV OR DEPTh (ft) FROM FG ............ MOISTURE CONTENT (%) DRY DENSITY REL COMP (pcf) TEST METHOD SOIL TYPE EEM 93 AC 11/21/07 S. Cannon Rd 132+00 CT 02-16 AC 297.0 134.8 95.6 ND AC1 94 AC 11/21/07 S. Cannon Rd 134+00 CT 02-16 AC 303.0 136.9 95.7 ND AC3 95 AC 11/21/07 S. Cannon Rd 137+00 CT 02-16 AC 299.0 134.2 95.2 ND AC1 96 AC 11/21/07 S. Cannon Rd 139+00 CT 02-16 AC 307.0 135.8 95.0 ND AC3 97 AC 11/21/07 S. Cannon Rd 140+50 CT 02-16 AC 300.0 138.1 96.6 ND AC3 98 AC 11/21/07 S. Cannon Rd 142+00 CT 02-16 AC 317.0 138.0 96.5 1 ND AC3 99 AC 11/21/07 S. Cannon Rd 144+00 CT 02-16 AC 312.0 137.3 96.0 ND AC3 100 AC 11/21/07 , S. Cannon Rd 146+00 CT 02-16 AC 295.0 136.6 95.5 ND AC3 101 AC 11/21/07 S. Cannon Rd 148+00 CT 02-16 AC 298.0 134.2 95.2 ND AC1 102 AC 11/21/07 S. Cannon Rd 150+00 CT 02-16 AC 297.0 134.0 95.0 ND AC1 103 AC 11/21/07 S. Cannon Rd 152+00 CT 02-16 AC 311.0 133.9 95.0 ND .AC1. 104 AC 11/21/07 S. Cannon Rd 154+00 CT 02-16 AC 307.0 135.6 96.2 ND AC1 105 AC 11/21/07 S. Cannon Rd 156+00 CT 02-16 AC 300.0 137.0 95.8 ND AC3 106 AC 11/21/07 S. Cannon Rd 158+00 CT 02-16 AC 303.0 136.3 95.3 ND AC3 107 AC 12/4/07 El Camino Real 445+75 CT 02-16 AC 307.0 140.3 96.0 ND AC6 108 AC 12/4/07 El Camino Real 445+75 CT 02-16 AC 312.0 140.8 96.4 ND 'AC6 109 AC 12/14/07 El Camino Real 445+50 CT 02-16 AC 292.0 139.5 97.6 ND AC3 _110 AC 12/14/07 El Camino Real 445+50 CT 02-16 AC 305.0 139.0 972 ND AC3 ill. AC 12/20/07 El Camino Real 445+55 CT 02-16 AC 301.0 140.2 980 ND AC3 112 AC 12/20/07 El Camino Real 446+00 CT 02-16 AC 290.0 139.7 97.7 ND AC3 113 AC 1/4/08 El Camino Real @ Cannon Rd CT 02-16 AC 302.0 138.6 96.9 ND AC3 114 AC 1/4/08 El Camino Real@ Cannon Rd CT 02-16 AC 287.0 139.2 97.3 ND AC3 115 AC 1/18/08 -N. Side Cannon Rd 159+70 CT 02-16 AC 296.0 139.7 95.6 ND AC6 116 AC 1/18/08 N. Side Cannon Rd 150+12 CT 02-16 AC 306.0 140.0 95.8 ND AC6 117 AC 1/18/08 N. Side Cannon Rd 159+70 CT 02-16 AC 312.0 141.2 96.7 ND AC6 118 AC 1/18/08 N. Side Cannon Rd 150+12 CT 02-16 AC 301.0 139.9 95.8 ND AC6 119 AC 1/18/08 W. Side El Camino 453+90 CT 02-16 AC 310.0 140.3 96.0 ND AC6 120 AC 1/18/08 S. Side Cannon Rd 136+00 CT 02-16 AC 299.0 139.4 95.4 1 ND AC6 121 AC 1/18/08 W. Side El Camino 453+90 CT 02-16 AC 314.0 140.8 96.4 ND . AC6 122 AC 1/18/08 S. Side Cannon Rd 136+00 CT 02-16 AC 307.0 140.2 96.0 ND AC6 123' - AC 2/21/08 El Camino 443+50 CT 02-161 AC 300.0 136.5 96.1 ND AC2 124. AC 2/21/08 ElCaminoReal444+00 CT 02-16 AC 306.0 137.5 96.8 ND AC2 125 AC 2/21/08 ElCaminoReal444+60 CT 02-16 AC 304.0 138.4 97.4 ND AC2 126 AC 2/21/08 El Camino Real 453+50 CT 02-16 AC 298.0 135.8 95.6 1 ND AC2 127 AC 2/21/08 ElCaminoReal452+00 CT 02-16 AC 295.0 135.4 95.3 ND AC2 128 AC 2/21/08 El Camino Real 451 +00 CT 02-16 AC 310.0 138.9 97.8 ND AC2 129 AC 2/21/08 ElCaminoReal449+50 CT02-16 AC 306.0 138.5 97.5 ND AC2 130 AC 2/21/08 El Camino Real 4-48+00 CT 02-16 AC 300.0 136.7 96.2 ND AC2 131 AC 2/21/08 El Camino Real 446+50 CT 02-16 AC 296.0 135.9 95.7 ND AC2 132 AC 2/21/08 ElCaminoReal443+75 CT 02-16 AC 294.0 135.5 95.4 ND AC2 133 AC 3/28/08 NE Side CollegeBlvd115+55 CT 02-16 AC 301.0 136.9 96.4 ND AC2 134 AC 3/28/08 1 NE Side CollegeBlvd112+95 CT 02-16 AC 299.0 136.4 960 1 ND AC2 135 AC 3/28/08 NE Side College Blvd 111 +55 CT 02-16 AC 300.0 137.0 96.4 ND AC2 136 AC 3/28/08 NESideCollegeBlvd109+65 CT 02-16 AC 306.0 138.0 97.1 ND AC2 137 AC 3/28/08 NESideCollegeBlvd108+00 CT 02-16 AC 302.0 137.8 97.0 ND AC2 138 AC 3/28/08 NESideCollegeBlvd106+40 CT 02-16 AC 299.0 136.9 964 ND AC2 139 AC .3/28/08 NESideCollegeBlvd105+90 CT 02-16 AC 1 295.0 136.5 96.1 ND AC2 140 AC 3/28/08 1 NE SideCollegeBlvd104+70 CT 02-16 AC 296.0 136.3 95.9 1 ND AC2 141. AC 3/28/08 NESideCollegeBlvdSDEasement CT02-16 AC 304.0 137.9 97.1 -ND AC2 142 AC - 3/28/08 NESideCollegeBlvdSDEasement CT02-16 AC 304.0 137.6 96.9 ND AC2 AC 3/28/08 NE Side Median El Camino Real 445+75 CT 02-16 AC 290.0 136.1 95.8 ND AC2 143 144 AC 3/28/08 NE Side Median El Camino Real 447+001CT 02-16 AC 290.0 136.3 95.9 ND AC2 ! Calavera Hills II, LLC Calavera Hills II, Cannon and College File: C:\exce1\tables\5300\5354de.cro GeoSoils, Inc. W.O. 5354-D/E-SC November 2008 Page 25 Table 1 * FIELD DENSITY TEST RESULTS TEST NO UTIUTY TYPE DATE TEST LOCATION ___ ____ TRACT NO EL OR DEPTh (ft) FROM FG MOISTURE CONTENT (%) DRY DENSITY (pci) REL COMP {%) TEST METHOD SOIL TYPE AJAJJIC CQcECnt TEMP WET H'EEM 145 AC 4/17/08 - Cannon Rd 152+78 CT 02-16 AC 305.0 140.0 972 ND AC4 146 AC 4/17/08 ' Cannon Rd 152+30 CT-02-16 AC 303.0 139.9 97.1 ND AC4 147 AC 4/17/08 Cannon Rd 149+90 CT 02-16 AC 302.0 139.6 969 ND AC4 148 AC 4/17/08 Cannon Rd 151+75 CT 02-16 AC 299.0 139.8 970 ND AC4 149 AC 4/17/08 Cannon Rd 149+00 CT 02-16 AC 306.0 140.3 974 ND AC4 150 AC 4/17/08 Cannon Rd 141+10 CT 02-16 AC 292.0 139.1 1 96.5 ND AC4 151 AC 4/17/08 Cannon Rd 145+10 CT 02-16 AC 300.0 139.5 968 ND AC4 152 AC 4/17/08 Cannon Rd 138+80 CT 02-16 AC 295.0 138.7 970 ND AC3 153 AC 4/17/08 Cannon Rd 137+20 CT 02-16 AC 290.0 137.4 96.1 ND AC3 154 . AC 4/28/08 Cannon Rd 132+60 CT 02-16 AC 309.0 138.5 97.5 ND . AC2 155 AC 4/28/08 Cannon Rd 133+55 CT 02-16 AC 305.0 138.3 97.3 ND AC2 156 AC 4/28/08 Cannon Rd 135+30 . CT 02-16 AC . 301.0 138.0 97.1 ND AC2 157 AC 4/28/08 Cannon Rd 136+50 CT 02-16 AC 304.0 138.6 97.6 ND AC2 158 AC 4/28/08 Cannon Rd 137+75 CT 02-16 AC 297.0 137.8 97.0 ND .AC2 159 AC 4/28/08 Cannon Rd 146+30 CT 02-16 AC 290.0 137.4 96.7 ND AC2 /160 AC 4/28/08 Cannon Rd 147+20 CT 02-16 AC 300.0 136.5 96.1 ND AC2 161 AC 4/28/08 Cannon Rd 148+60 CT 02-16 AC 301.0 136.2 95.9 ND AC2 162 AC 4/28/08 Cannon Rd 149+90 CT 02-16 AC . . 295.0 138.0 97.1 ND . AC2 163 AC 4/28/08 Cannon Rd 151+70 CT 02-16 AC 290.0 137.1 96.5 ND -AC2 164 AC 4/28/08 - Cannon Rd 151+15 CT 02-16 AC 293.0 136.0 95.7 ND AC2 165 AC 4/28/08 Cannon Rd 159+70 CT 02-16 AC . 297.0 137.9 964 ND AC3 166 AC 4/29/08 Cannon Rd 134+75 CT 02-16 AC 306.0 138.7 96.9. ND AC3 167 AC 4/29/08 Cannon Rd 137+35 CT 02-16 AC 304.0 1 138.9 97.1 . ND AC3 168 AC 4/29/08 Cannon Rd 138+05 CT 02-16 AC 300.0 - 137.5 96.1 ND AC3 169 AC 4/29/08 Cannon Rd 138+70 CT 02-16 AC 297.0 137.3 96.0 ND AC3 170 AC 4/29/08 Cannon Rd 149+35 CT 02-16 AC 300.0 136.5 95.4 ND AC3 171 AC 4/29/08 Cannon Rd 152+50 CT 02-16 AC 290.0 136.9 97.1 ND' AC1 172 AC 4/29/08 Cannon Rd 133+25 CT 02-16 AC 309.0 137.0 97.1 ND AC1 173 AC 4/29/08 Cannon Rd 135+70 CT 02-16 AC 306.0 136.8 97.0 ND Ad 174 AC 4/29/08 Cannon Rd 138+00 CT 02-16 AC 300.0 136.1 96.5 ND 1AC1 175 AC 4/29/08 Cannon Rd 149+00 CT 02-16 AC 295.0 135.5 96.0 ND AC1 176 AC 4/29/08 Cannon Rd 151 +00 CT 02-16 AC. 290.0 135.1 95.8 ND AC1 177 AC . 4/29/08 College Blvd 104+00 CT 02-16 AC 292.0 135.7 96.2 . ND AC1 178 AC 4/29/08 College Blvd 105+50 CT 02-16 AC 289.0 134.9 95.6 ND .AC1 179 AC - 4/29/08 College Blvd 106+50 CT 02-16 - AC 290.0 135.2 95.8 ND AC1 180 AC '4/30/08 Cannon Rd 128+50 CT 02-16 AC 300.0 136.5 954 ND AC3 181 - AC 4/30/08 Cannon Rd 128+50 . CT 02-16 AC .295.0 137.5 96.1 ND AC3 182 AC . 4/30/08 Cannon Rd 128+50 CT 02-16 AC . 294.0 135.9 950 ND AC3 183 . AC 6/6/08 Cannon Rd at Hilltop St 150+05 CT 02-16 AC 306.0 140.4 96.8 ND AC5 184 AC 6/6/08 Cannon Rd at Hilltop St 150+30 CT 02-16 AC . 300.0 139.5 96.2 ND AC5 185 AC 6/6/08 Cannon Rd at Hilftop St 150+55 CT 02-16 AC 297.0 139.0 95.8 ND AC5 186 AC 6/6/08 Cannon Rd at Wind Trailway 136+30 CT 02-16 AC 307.0 140.7 97.0 ND AC5 187, AC 6/6/08 Cannon Rd at Wind Trailway 136+50 CT 02-16 AC 304.0 140.9 97.1 ND .AC5 188 AC 6/6/08 Cannon Rd at Wind Trailway 136+75 CT 02-16 AC 301.0 139.7 96.3 ND AC5 189 AC 6/6/08 Cannon Rd 137+20 CT 02-16 AC - . 308.0 141.4 97.5 ND AC5 190 AC .6/6/08 Cannon Rd 159+70 CT 02-16 AC 300.0 139.8 96.4 ND AC5 191 AC 7/21/08 College Blvd 115+90 CT 02-16 AC 304.0 135.6 96.1 ND AC1 192 1 AC 7/21/08 College Blvd 116+10 CT 02-16 AC 300.0 135.1 95.8 ND AC1 193, AC 7/21/08 Cannon Rd 159+00 CT 02-16 AC 296.0 135.2 95,8 ND AC1 194 AC 7/21/08 MH Cannon Rd 150+10 CT 02-16 1 AC 294.0 1 134.8 1 95.6 ND AC1 195 AC 7/21/08 MH Cannon Rd 136+30 - CT 02-16 AC ' 291.0 135.4 96.0 - ND AC1 196 AC .. 7/21/08 S. Side Cannon Rd 136+20 CT 02-161 AC 295.0 1 135.7 96.2 ND -AC1 I_ - IL' Calavera Hills II, LLC W.O. 5354-DIE-SC Calavera Hills II, Cannon and College November 2008 File: C:\excel\tables\5300\5354de.cro Page 26 GeoSoils, Inc. .:: 197 AC 7/21/08 S Side Cannon Rd 136+60 CT 02-16 AC 1 2900 1349 956 ND AC1 198 AC 9/2/08 E. Side El Camino Real 443+40 CT 02-16 BG 300.0 135.7 955 ND - Ad 199 AC 9/2/08 E Side El Camino Real 443+45 CT 02-16 BG 2970 1364 960 ND AC1 200 AC 9/2/08 W. Side El Camino Real 443+80 CT 02-16 BG ' 301.0 137.3 966 ND AC1 201 AC 9/2/08 W Side El Camino Real 443+85 CT 02-16 BG 2950 1359 957 ND AC1 202 AC 9/2/08 E Side El Camino Real 443+40 CTO2 16 FG 3010 1360 957 ND Ad 203 1 AC 9/2/08 W Side El Camino Real 443+80 CT 02-16 FG 2960 1369 964 ND AC1 SR 10/11/07 Cannon Rd 146+20 - CT 02-16 64.0 8.9 -134.8 93.6 ND .DD 2 1 SR 10/11/07 Cannon Rd 147+30 CT 02-16 650 82 1356 941 ND DD 3 SR 10/11/07 ,Cannon Rd 146+50 CT 02-16 66.0 9.0 134.7. 93.5 ND DD .4 SR 10/11/07 ' . Cann6n'Rd1'47+00 , CT 02-16 . 68.0 . 8.5 135.2 93.8 ND . DID 5 SR . 10/11/07 Cannon Rd 147+50 CT 02-16 69.0 , 8.1 .135.8 ' 94.3 ND DD SR 10/12/07 'CannonRd148+80 CT 02-16 70.0 8.3 135.54 940 ND .DD SR 10/12/07. Cannon Rd 147+15 CT 02-16 72.0 .8.9 ' 134.8 ., 93.6' 1,ND DD 8 SR 10/12/07 CannonRd146+30 CT 02-16 720 81 1359 943 ND DD 9 SR 10/12/07 CannonRd146+65 CT 02-16 740 93 1340 930 ND DD 10. SR 10/12/07 10/12/07+__ CannonRd153+35 CT 02-16 71.0 8.9 134.9 .93.6 ND DD 11 SR CannonRd153+85 CT 02-16 720 80 1359 943 ND DD LEGEND =1 Repeated Test Number NA = Not Applicable * = Failed Test ND = Nuclear Densometer A = Retest RW Reclaimed Water AC = Asphaltic Concrete SC = Sand Cone B = Base SG = Subgrade BG = Base Grade . SGCG = Subgrade Curb & Gutter E = Electrical SR = Slope Repair FG = Finish Grade SWSG = Sidewalk Subgrade JT = Joint Trench W = Water MH= Man Hole . .. . , I ' '- ,. . I -t , , • - I . Catavera Hilts II LLC . . '• ' - H W.0. 5354 DIE SC Calavera Hills II; Cannon and College . • - . . - November 2008 FiIe C \excel\tables\5300\5354de cro Page 27 GeoSoils, Inc. APPENDIX REFERENCES GeoSoils, Inc., 2007a, Memorandum: Report of concrete compression testing during the improvement of Cannon Road Stations 127 to 163 (northside), and 127 +20 to 158 (southside), and College Avenue, Stations 103 to 116 (westside), Robertson Ranch East Village, City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated November 16. 2007b, Memorandum: Preliminary evaluation of pavement section over trench backfill/subgrade above 12 inch waterline within El Camino Real, Stations 445 to 453, City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated November 16. 2007c, Memorandum: Aggregate base testing during the improvement of Cannon Road Stations 127 to 163 (norlhside), and 127 to 158 (southside), and College Avenue, Stations 103 +37 to 116 (westside), Robertson Ranch East Village, City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated November 15. 2007d, Pavement design report, Improvement (widening) of College Boulevard (Stations 103 to 118 0), and Cannon Road (Stations 127 to 159), City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated September 18. 2007e, Memorandum, Recommendations for mitigation of yielding subgrade conditions, Improvement (widening) of College Boulevard, and Cannon Road, Robertson Ranch East Village East Village Project, City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated September 17. 2007f, Memorandum, Review of R-value data, Improvement (widening) of College Boulevard (Stations 103to 118 0), and Cannon Road (Stations 127to 159)1 City of Carlsbad, San Diego County, California, W.O. 5354-E-SC, dated September 4. 2002, Review of grading and trench backfill, recommendations, Calavera Hills II, Carlsbad tract no. 00-02, Drawing 390-90, City of Carlsbad, San Diego County, California, W.O. 2863-A-SC, dated August 16. O'Day Consultants, 2006, Improvement plans for: Robertson Ranch East Village, City of Carlsbad, Project no. C.T. 02-16, Drawing no. 433-6, dated December 29. Public Works Standards, Inc., 2007, 2007 Supplement to "Greenbook" standard specification for public works construction, 2006 edition. 2006, "Greenbook" standard specification for public works construction, 2006 edition. GeoSoils, Inc.