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12-1015 (SFD) Geotechnical Engineering ReportSladden En le 6782 Stanton Ave., Suite A, Buena Park, CA 90621. (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite.G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 February 25, 2003 Project No. 544-2199 03-02-106 ND La Quinta Partners, LLC 5 1 -100 Avenue 53 La Quinta, California 92253 Attention:Mr. Dan Williams Project: The Hideaway La Quinta, California Ref:" Geotechnical Engineering Report .prepared by Earth Systems Consultants dated September 22,2000, File No. 07117-10, ReportNo. 00-09-772. This memo has been prepared to. provide formal confirmation that -we have reviewed the above' referenced Geotechnical. Engineering Report prepared by Earth Systems Southwest. Based upon our project review; our recent site reconnaissance and.our recent experience on the project site, we concur with the -conclusions and. recommendations provided within the above referenced report. As indicated within: the referenced report; it is our opinion that the residences may be safely supported' upon conventional, shallow spread footings. The allowable bearing pressures and` lateral values recommended within the referenced, report remain applicable. The seismic setting of the site and the corresponding seismic -design'criteria should be considered in structural design. Based upon our expected, involvement during the site grading" and. foundation construction operations, Sladden Engineering agrees to accept responsibility as the Soils_ Engineer of Record for the project. . If you have any 'questions regarding this memo or, the -referenced report, please contact. the undersigned. Respectfully submitted, SLADDEN ENG EE G �. Brett L. Anderson t , t„ - Principal Engineer Letter/pc y: Copies: 4/ND La Quinta Partners, LLC 71 Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725.Garand Ln., Suite G, Palm Desert;.CA 92210 (760) 772-3893. Fax (760) 772-3895 October 12, 2003 Project No. 544-2199 03-10-647 ND La Quinta Partners, LLC 51-100 Avenue 53 La Quinta, California 92253 Attention: Mr. Dan Williams Proj ect: The Hideaway La Quinta, California Subject: Report of Observations and Testing_During Fine Grading Ref: Geotechnical Investigation -Report prepared by Earth Systems Southwest dated April 11, 2001; File No. 08119-01, Report No. 04-04-716 Report of Testing and Observation During Rough Grading prepared by ESS dated August 28, 2002, File No. 07117-11, Report No. 01-07-718 Geotechnical Update prepared by Sladden Engineering dated May 13, 2003,, Project No. 522-2199, Report No: 03704-225. Summarized in this report are the results of in-place density tests performed at the subject site during the fine grading of the building pads along with pertinent observations. The subject lots. are located within the central portion of the Hideaway project site in the City of La Quinta.- California.. uinta;California.. Fine grading was performed by Nueva Engineering using conventional heavy equipment. The previously rough graded building. pad areas were watered and' the surface was recompacted with heavy equipment. Areas that extend.'beyond the previously rough graded pads were overexcavated to the revised building envelopes. The new pad. areas (areas L, M; N, O, and.P). were over excavated as recommended within -the:: initial Geotechnical. Engineering report. Soils obtained from, the nearby golf course areas and. other areas of the Hideaway project site were placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. Observations and field testing was performed from June 6, 2003 through September 23, 2003. Testing indicates that a minimum of 90 Percent: relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty, of the contractors work. October 12, 2003 -2-` Project No. 522-2199 03-10-647 Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods ASTM.D 2922 and ASTM D 3017. A total of. 390- density tests were performed. The approximate test"locations are indicated.by lot number and general work areas and test results are summarized on the attached data sheets. Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D. 1557-91.. Allowable Bearing Pressures: The structural. values recommended in the Geotechnical Engineering Report prepared by 'Sladden Engineering remain applicable for use in foundation design. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should.be at_least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively:. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. The bearing- soils are non -expansive; and fall within the. "very low" expansion, category in accordance with Uniform Building Code (UBC) classification criteria.: If there are any questions regarding this reportor. the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEERING Brett L. Anderson Principal Engineer Grading/pc. Copies 4/ND La Quinta Partners, LLC: Test No. Date Tested Location Elevation Dry Density Iii Place % Moisture In Place Relative Compaction Maximum' Density Building Pads Village Club Drive - 1 7730-03- Per Plan s ;. " - _ 2.0 BPG103:7 5.1 93 112:0 2 7-30-03 Per Plan 3.0 BPG t' 106.7 ". 4.7 95 112.0 3 7-31-03 Per Plan k 1.0 BPG 111.2 8.2 99 112.0 4 7-31-03 Per Plan" PG 109.4 7.4 98 112.0 5 7-31-03 Per Plan " PG 111.9 6.8 . 199 • 112.0 6 .8-07-03 C-3 - 4.0 BPG 102.2 6.0 91 1.12.0 7 8-07-03 C-3 �, . ; . ` 3.0 BPG, -106.6 6.8 95 112.0 8 8-07-03 C-4 3.0 BPG 104.4. , 8.8 93 112.0 9 8-07-03 C-4' 2.O BPG . ' 107.2 8.6 96 112.0 • 10 8-07-03 C-4 1.0 BPG . 103.8 7.7 93 112.0 11' 8-07-03 C-2 8:0 BPG ` , 104.6' .12.0 93 112.0 12 8-07-03 C-2 ; 8.0 BPG *� 1.02.3 10.9 91 112.0 13 8-07-03 C-2. 8.0 BPG = 103.6" 8.5 93 112.0 14 8-07-03 C-2 ..6.0 BPG 102.9 9.7 ' 92. 112.0 15 8-07-03 C-2 6.0 BPG 105.3 11.2.' 94 112.0 16 8-08-03 C72 6.0 BPG 101.8 7.0 91 112.0 17 8-08-03 C-2 }, 5.O BPG" 107.4 12.3 96 112.0 18 8-08-03 C-3 ' + ` ' '.".; - 3:S BPG 103:2 14.0 _ 92 112.0 ' 19 8-08-03 C-2 5.0 BPG ' 100.8 12.4 90 112.0 20 8-08-03 C-2 . �" '_ 4.0 BPG 100:7. 9.6 90 112:0 21 8-08-03 C -2-c.4.5 BPG, ' '107.7, 14.0 " 96 112.0 . 22 8-08-03 Lot 17 + P'G 104.3 9.0 93 112.0 23 8-08-03 Lot 18 ` P.G. 10.7.7 8.8 96 1.12.0" 24" 8-11-03 C-2 ;' ` 1 6.0 BPG:' .• 101.0 10.8' 90 112.0 25 8=11-03 C-2 4.0"BPG 104.9" 11.9: 94 112.0 26 8-11-03 C-2 4.0. BPG 108.5 ` . 9.3 97 112.0 27 8-11-03 C-2 " fi. 3.5 BPG 103.2 9.5 92. 112.0 28 8-11-03 G2. 3.0 BPG 103.9' 9.8; 93 112.0 29 . 8-11-03 Comfort Station, . ; ' 1.0 BPG, r 105.8. 9.3 94 112.0 30 8-11-03 Comfort Station PG " 1018 '7.3 92. 112.0 31 . 8-11-03 ,C-2 1.5 BPG 102.1" 7.8 91 112.0 32 8-11-03 C-2. 2 O:BPG 105.5 , 9.5 94 112.'0 33 8-11-03 C-2 - 1.5:',BPG ; .104.7'" 10.9 93 112.0 34 8-12-03 C-11, 4.0"BPG -"107:3 9.9- 96 112.0 .35 8-12-03 C -T . 'w r , 4:0.,BPG 107:9, 14.1 96 112.0. DATE: October 12; 2003 1 Sladden•Engineering Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place - Relative Compaction Maximum Density "Building Pads Area L + 36 7-08-03 Lot 82 4.0 BPG . 108.1 9.7 97 112.0 37. 7-08-03 Lot 82 2.0 BPG 108.3 9.6 97 .112.0 38 7-08-03 Lot 84 4.0 BPG 100.9 8.8 90 112.0 39 7-08-03 .y Lot 84 2.0 BPG. 100.4 6.3 90 112.0 40 7-08-03 Lot 86 4.0 BPG 103.4. 11.3 92 112.0 41 7-08-03 Lot 86 ' 2.0. BPG 100.5 10:4 90 112.0 42 Lot 85 2:0 BPG 106.3 6.8 95* 112.0 43 ..7.-29-03 7-29-03 Lott 86 3 "' .-4.0 BPG 107.5 _ 10.3. 96 .112.0 44 7-29-03 'Lot 86 2.0 BPG P : 105.4 9.0 . 94 112.0 45 7-29-03 Lot 88 4.0 BPG 108.3 5.6 97 112.0 46 7-29-03 Lot 88 •2:0 BPG 103.9 6.9 93 112.0 47 7-30-03 Lot 94 5:0 BPG 106.6 4.8 95 112.0 48 7-30-03 Lot 94 . 3.0.BPG 103.2 .6.7 92 112.0 49 7-30-03 Lot 92 4:0 BPG 111.4'. 10.2. 99- 112.0 50 7-30-03 Lot 92 2.O BPG 106:1 9.4 95 112.0 51 7-30-03 Lot 80 5.0 BPG 107.4 ' 9.6 96 112.0 52 7-30-03 ; Lot 80 3.0 BPG 102.9 7.9 92 112.0 53 7-30-03. Lot 78 _ 4.0BPG 110:9 11.2 99 112.0 54 7-30-03 Lot 78 2.0BPG 164.0 9.2 93 112.0 55 7-30-03 Lot 76 4.0 BPG ' • 101.0 7.6 90 112.0 56 7-30-03 Lot 75 4.0 BPG' 100.4 5.7 90 112.0 57 9-10-03 Lot- 13 4.0. BPG .111.3 139 99 112.0 58 9-10-03. Lot 13. 2.0 BPG 107.6. 7.9 96 112.0 59 9-10-03 Lot 11 4.0,BPG 106.3' 11.9 95 112.0 60 9-10-03 Lot 11 2.0 BPG' 104.2 10.7 93 112.0 61 9-10-03 Lot 91 4.0. BPG 105.6 14.4 94 112.0 62 9-10-03 Lot 9 2.0 BPG 100.9 12.7 90 112.0 63 9-10-03 Lot 7 4ffBPG 111.2 13.4- 99 112.0 64 9-10-03' Lot 7 2.0 BPG 109.9. 10.8. 98 112.0 . 65 9-10-03 Lot 5' 2.0 BPG 106.4 10.1 95 112.0 66 9-10-03 Lot 3 2.0BPG 105.0 10.6 94- 112.0 67 9-12-03 Lot 78 PG" 1049.. '8.3 94 112.0 68 9-12-03 Lot 79 : PG :'104:3 9.0 93 112.0 69 9=12-03 Lot -80 PG 108.9' 5.8 97 112.0 70 942-03 Lot 81' PG. 106.8 , 9.8 95 112.0 DATE: October 12; 2003' f T Sladden Engineering, C PROJECT NO. 522-2199 REPORT NO: 03-10-647 Test No. Date Tested Location Elevation, DryDensity In Place % Moisture In Place . Relative Compaction Maximum Density r Building Pads Area L f 71 9-15-03 Lot 2 PG 1 03.8 , 7.0 93 112.0 72 9-15-03 Lot 3 ` -PG - 111.0 13.2 99. 112.0 73 9-15-03 Lot 4 PG, 111.4 9.1 '99 112.0 74 9-15-03 Lot 5 PG 104.1 11.9 93 112.0 . 75 9-15-03 Lot 6 PG 105.4 10.5 94112.0 76 9-15-03 Lot 7 PG 102.9 6.8 92 , 112.0 77 9-16-03 Lot 1 PG 110.1 9.0 98 112.0 78 9-16-03 Lot 8 PG 111.5 6.5 99' 112.0 79 9-16-03 Lot 9 PG ... - 111.0 7.8 99 112.0 80 9-16-03 Lot 10 e PG 109.1 7.4 97 112.0 81 9-16-03 Lot 11 PG ." 11 L& 8.6 99 112.0 82 9-16-03 Lot 38 PG 105.3 11.3 94 . 112.0 83 9-16-03 Lot 37 PG 111.3. 9.0 99 112.0 84 9-16-03 Lot 36 PG 110.8 9.6 99 112.0 85 9-16-03 Lot 35 PG : 104.9 6.9 94 112.0 86 9-16-03 Lot 32 PG 108A 7.1 97 112.0 87 9-17-03 Lot 12. PG 108.0 6.9 96 112.0 88 9-17-03 Lot 13 PG 102.5 9.7" 96 112.0 89 9-17-03 Lot 14 PG 110.1 9.9' 98 112.0 90 9-17-03 Lot 15 PG 111.6 7.8 99 112.0 91 9-17-03 Lot 16PG . 111.3 10.8 99 112.0 Area N + , 92 9-17-03 Lot 34 '. PG 110.8 9.0 •99 112.0 93 9-17-03 Lot 33 PG 105.4'1 6.5' 94 112.0 94' 9-17-03 Lot 31 PG 106.4. 7.0 95 112.0 95 9-17-03 Lot 30 PG 104.2 6.6 93 112.0 96 9-17-03 r Lot 29 PG 106:8` 12.7 95 112.0- 97 9-17-03 Lot 28 PG 104.0 7.3 93 112.0 Area L 98 9-17-03 Lot 49 4:0 BPG 111.3 9.7• 99 112.0 99 9-17-03 Lot 49 2.0 BPG 104.9 10.2 94 112.0 100 947-03 Lot 51 4.0 BPG 10.9.6. 8.4 98 112.0 101 9-17-03 Lot 51 2.0. BPG 103.9- '7. 1 93 112.0 DATE: October 12,.2003 Sladden Engineering 3- r Sladden Engineering Test No. Date Tested Location Elevation Dry Density In Place .. % Moisture In Place' Relative Compaction Maximum Denity Building Pads _ t Area M - 102 6-25-03 , Per Plan k 6.0 BPG 106.6 10.9 95 112.0 103 • 6-25-03 Per Plan 6.0 BPG 10.6.5 4.9 - 95 112.0 104 6-25-03 Per Plan .` 6.0 BPG 103.7 5.3 93 112.0 105 6-26-03 Lot 119 7.0 BPG 105.9, r:, , 5.9 95 112.0 106 6-26-03 Lot 119 5.0 BPG 103.2' 11.2 92 112.0 107 6-26-03 Lot 118 1 7.0 BPG 101.5 5.4 90 112.0 " 108 6-26-03 Lot 118 �.' 5:0 BPG 100.7,- ' 6.5 90 112.0 109 6-26-03 r �.. Lot 120 7.0 BPG .. '102.0 7.0 91 112.0 110 6-26-03 Lot 120 5.0 BPG . 102.8 6.3 92 112.0. 111 6-30-03 Lot 114 = 6.0. BPG A04.8 10:4 ' 94 112.0 112 6-30-03 Lot 113 4.0 BPG 106.5 6.1 95 112.0 113 6-30-03' Lot 111 " ` `. 4:0 BPG 108.4 10.4 97 112.0 { 114 7-07-03 Lot 99 6.0 BPG 106.2 4.0 95 112.0 .115 7-07-03 Lot 99 .' 4:0 BPG 101.8 6.3 91 112.0 116 7-07-03 Lot 97 J. 5.0 BPG 1105.3 4.7 941 112.0 117 7-07-03 Lot 97. 3.0 BPG 102.7 9.7 92 112.0 118 7-07-03 r Lot 118 5.0 BPG ,100.9 8.7 90 112.0 119 7-07-03 Lot 118 3.0 BPG 101.2 10.2 90 112.0 120 7-07-03 Lot 116 ', 6.0 BPG 100.5' 8:1 90 112.0 121 7-07-03 Lot 116 ' . 4.0 BPG 102.0, 91 112.0 r6.2 , 122 7-08-03 Lot 121 4.0 BPG "T02.8.. 15:2 ° 96 • 112.0 123. 7-08-03 Lot 121 2.0 BPG , -110:6 ..7.9 99 112.0 124 7-08-03 Lot 120 71 41"4.0-BPG . 110.0 9.6 . 98 112.0 125 7-08-03 Lot 120 t 2.0 BPG 109.1 ' . 7.2 97 112.0 126 7-08-03 Lot 119 4.0 BPG 107.6 - f -'l 1.4 F 96' 112.0 127 7-08-03 Lot 119 ►- 2:0 BPG 100.7 5.8 90 112.0 128 7-08-03 Lot 118 4.0 BPG It- 109.5 '9.5 98 112.0 129 7-08-03 Lot 118, 2.0 BPG 101'5 .6.1 91 112.0 130 7-08-03 Lot -116 4.`0 -BPG • 1'08:3 6.3 97 112.0 131 7=08-03 Lot 116 2.0 BPG -,100.9 6.9 90 112.0 132 '8-20-03-1 Lot 98 - , 2:0 BPG 105.2.. 10.4, 92 :.. 112.0 133 8-20-03 'Lot 100 •. " 2.0 BPG -111.0 11.4•. 99 112.0 134, 8-20703 Lot 96 . 2.0 BPG 111;6 '11.6, 99- 112.0 DATE: October 12, 2003 4' - ' , , ► 3 Sladden•Engineering,. Test No. - Date Tested Location Elevation Dry Density In Place % Moisture In Place . Relative Compaction Maximum Density Building Pads .. Area M . 135 8-21-03 Lot 69 2.0 BPG 102.9 -9.7 92 112:0 136 8-21-03 Lot 71 2.0 BPG 105.3 11.8 94 112.0 137 8-21-03 Lot 73 2:0 BPG .105.7 12A 94 112.0 138 8-21-03 Lot,74-- - 2.0 BPG 111.0 11.7 99 112.0 139 8-21-03 Lot 76: '• 2.0 BPG 111.8 11.1 99 112.0 140 8-21-03 Lot 57 2.0 BPG 110.0 .11.3 98 112.0. 141 8-21-03 Lot 59 2.0 BPG 110.9 7.2 99 112.0 142 8-21-03 Lot 60 _ 2.0 BPG 100.8. 8.0 90 112:0 143 8-21-03 Lot 61 , :. 2.0 BPG 103.1 7.6 92 112.0 . 144 8-21-03 Lot 63 .2:0 BPG 104.0 6.9 93 112.0 145 8-29-03 Lot 65 PG 110.7 8.0 99 112.0 146 8-29-03 Lot 64 y 'PG' 101.5. 10.6 91 112.0 147 8-29-03 Lot 63 'PG ' .105.0 9..7' .94 112.0 148 8-29-03_ .. Lot 62 PG 111.3 10.2 99 112.0 149 8-29-03 Lot 61 PG 104.6- 10.9 93 112:0. 150 9-03-03 Lot 60 PG. - 103.1 8.1 92 112.0 151 9-03-03 ` .'4y PG. Lot 59 111.4 _ 8.3 95 112.0 152 9-03-03 Lot 58 ; ". = PG 106.8 6.8 .95 112.0 153 9-03-03 Lot 57. PG' -110.5 , ~ .7.9 99 112.0 154 9-03-03 Lot 56 . . ' " PG 108.2. 7.1� 97- 112.0 155 9-04-03 Lot 55 , PG. 108.4 6.9 97 112.0 156 9-04-03 Lot 54 r.. PG' 105.9 11.6 95 112.0 157 9-04-03 Lot 53 'PG' 107.1 9.1 96 .. 112.0 158 9-04-03 Lot 52 .. PG 409.6 7.6 98 112.0 Area N w , 159 9-09-03 Lot 1 3.0 BPG -103.8 9.6 93 112.0 160 9-09-03 Lot 4 A5.0 BPG 108.7 8.4 97 112.0 161 9-09-03 Lot 8 t, 4.0.BPG 111.3' 11.9 99 112.0 Area K 162 9-09-03 Lot'1 4.0 BPG 114.1 5.5: 99 112:0 Area M; . 163 9-09-03 Lot 75 5.0 BPG 105.6 10.5 94 112.0 164 9-09-03 Lot 77 3.0 BPG 1.06.3 9.9 95 112.0 165 9-09-03 Lot 79 2A BPG-, 11.1' 96 112.0 166 9-09-03 Lot ? 3.0 BPG 111.1 9.9 99 112.0 DATE:. October 12,2003', 5 k Sladden Engineering PROJECT NO:`522-2199 REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum Density Building Pads Area M 167 9-10-03 Lot 66 PG 107.3 6.1, 96 112.0 168 9-10-03 Lot 67 PG' 111.2 6.4 99 112.0 169 9-10-03 Lot 68 PG 111.7 8.9 99 112.0 170. 9-10-03 Lot 69', PG 106.3 6.7 95 112.0 171 9-10-03 Lot 74 PG'. 106.6 12.9. 95 112.0 172 9-10-03 Lot 75 :' : . PG 110.9 6.8- 99 112.0 .173 9-11-03 Lot 70 . PG 107.4 8.1 96 112.0 174 9-11-03 Lot 71 PG 108.4 8.3 97 112.0 175 9-11-03 Lot 72 PG 103.9 . " 10.4 93 .112.0 176 9-11-03. Lot 73,: PG' 105.3 10.6 94 112.0 177 9-11-03 Lot 76 PG: 111.6 7.6 99 112.0 178. 941-03 Lot 77 PG . 109.8 .1.1.5 .94 112.0 Area C 179 8-19-03 Lot 54 PG 103.1, 6.2 92 112.0 180 8-19-03 Lot 53 PG 109.9 7.2 98 112.0 181 8-19-03 Lot 52 PG = 110.9 8.6 99 112.0 182 8719-03 Lot 51 �• PG: 108.4. 9.8 97 112.0 183 8-19-03 Lot 50 . PG 108.8 6.7 97 112.0 184 8-19-03 Lot 49 PG. . 105.3 7.2 94 112.0 185 8-19-03 Lot 48 PG 105.3 7.8 94 112'.0 186 8-19-03 Lot 47 PG. -105.0 8.0 94 .112.0 187 8-19-03 Lot 46 PG 108.5. 10.2 97 112.0 188 8-19-03 Lot 45 PG 107.3 9.2 96 112.0 189 8-19-03 Lot 44 PG 106.2 10.0 95 112.0 190 8-20-03 Lot 42 PG 111.2 5.1 99 112.0 191 8-20-03 Lot 41 PG 101.7 6.7 91 112.0 192 8-20-03 Lot 40 PG. 104.3 6.1 93 112.0 193 8-20-03 Lot 39 PG 107:7 5.7 96 112.0 194 8-20-03 Lot 38 PG; 106.4 7.1 95 112.0, 195 8=20-03 Lot 63 PG 1033 7.6 .92 112.0 196 8-20-03 Lot 62' PG 102.0 4.4. 91 112:0 197 8-20-03 Lot 61. PG, 109.7 6.8 98 112.0 198 8-20-03 Lot 60 PG 106.2.' 6.4. 95 112.0 199 8-20-03 Lot 59 PG 107.5. 9:6 96 112.0 200 8-20-03 Lot 58 PG 108.6 8.0 97 1.12.0 201 8720-03 Lot- 56 -PG 1019- 7.1 93 112.0 202 8-20-03 Lot 55 PG. 111.3' 6:3 99 112.0 DATE: October 12, 2003 Sadden Engineering PROJECT NAME: Hideaway PROJECT NO: 522-2199 LOCATION: La Quinta, California - REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative' Compaction Maximum Density Building Pads Area C 203 .8-20-03 Lot 55 • : PG. 109.6 7:8 98 112.0 204 8-20-03 Lot 43 f PG ' 110.8 4.3 99' 112.0 205 8-21-03 Lot 19 PG, 110.7. t ;:13.8 99 112.0 206 8-21-03 Lot 18 ' " PG' 110.1 12.9 98 112.0 207 8-21-03 Lot 17 `. " PG 103.3 11.7 92. 112.0 208 8-21-03 Lot 16 PG 105.0 11.4 94 112.0 209 8-21-03 Lot 15_ PG 111.7 12.7 .99 112.0 ' 210 8-21-03 Lot 14 " 'PG 111.4 ' 12.0 99, 112.0 211 8-22-03 Lot 20 • PG ' 105.0 12.8 94 112.0 212 8-22-03 Lot 21. PG - 106.4, 11.3 95 112.0 213 8-22-03. Lot 22 PG 108.5 13.7 97 112.0 214 8-22-03 'Lot 23 PG. 106.9 11.6 95 112.0 215 8-22-03 ' Lot 24 PG ' 105.4' 9.3 94 112.0 216 8-22-03 Lot 25PG ` 104.0 8.1 93 112.0 217 8-22-03 Lot 26 PG 108.8 8.5 97 112.0 218 8-22-03 Lot 27 PG, 111.3 9.1 , 99; 112.0 219 8-22-03: Lot 28 PG 105:0 11.3 94 112.0'94, 12.0 ' 220 8-22-03 Lot 29 PG 101.7' 10.6. 91 112.0 221 8-22-03 Lot 30 PG 111.8 9.2 99 112.0 222 8-22-03 Lot 31 PG, 107.6 8.9 96 112.0 Area N 223 8-26-03 Lot 16 4.0 BPG 102.6 9.7 92 112.0 224 8-26-03 Lot 13 s 4.0 BPG 101.7 13.0 91. 112.0 225 .8-26-03 Lot. 8 4.0 BPG 105.7 15.3 94 112.0 226 9-03-03 Lot 21 2:0 BPG 101.2 8.1 90, 112.0 227 9-03-03 Lot 17 F 2.0 BPG 105.7' 9.3 . 94 112.0 228 ; 9-03-03 Lot13 2.0 BPG 105.3 10.8 94 112.0 .229 9-03-03 Lot 11 2.0 BPG 1106.9,,' 10.7 95 112.0 230 9-03-03 Lot 8, ; 2.0 BPG 104.0. • 15.3 .93 .112.0 231 9-03-03 Lot 26 ' 4,0 BPG.. 102.4. 12.4 91 112,0 232 s 9-03-03 , Lot 31 4.0 BPG 103.1 9.0 93 112.0 233 9-03-03 Lot 35 4.0 BPG. „ 106.4, 8.9' 95 .112.0 234 9-03-03 Lot 38. -4.0 BPG ., 105.6- 8.4 94 112:0 235 9-03-03 . _ Lot 33 4.0 BPG 104.3 • 13.4 93 1110 DATE: October 12; 2003 ' ;` 7- Sladden, Engineering. PROJECT NO: 522-2199 REPORT NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum Densi Building Pads Area. L ; 236 9=17-03 Lot 12 .. ` PG 108.0 6:9 96 112.0 237 9-17-03 Lot 13 PG 107:5 9.7 96 112.0 238 9-17-03 Lot 14 PG 110.1 9.9 98 112.0 239 9-17-03 Lot 15 PG 111.6 7.8 99 112.0 240 9-17-03 Lot 16 PG- - 1113 10.8 99 112.0 Area N 241 9-17-03 Lot 34 PG 110.8 9.0 99 112.0 242 9-17-03 Lot 33 PG 105.4 6.5 94 112.0 243 9-17-03 Lot 31 PG 106.4 7.0 95 112.0 244 9-17-03 Lot 30 PG 104.2 6.6 93 112.0 245 .9-17-03 Lot 29 PG. 106.8 12.7 95 112. 246 9-17-03 Lot 28 r PG 104.0 7.3 93 112.0 247 9-19-03 Lot 17 PG 109.7 5.4 98 112.0 248 9-1.9-03 Lot 27 PG 110.6 7.4 99 . 112.0 249. 9-19-03 Lot 26 -,PG 111.8 9.0 99 112.0- 250 9-19-03 Lot 25 PG -111.3 '6.2 99 112.0 251 9-19-03 Lot 24 - PG 1.11.9 6.8 99 112.0 252 9-19-03 Lot 23 .-PG . 109.7 6.6 98 112.0 253 9-19-03 . Lot 22 PG 106.4 5.8 95 112.0 254 9-19-03 Lot 21 PG 111.1 7.8 99 112.0 255 9-19-03. Lot 20 - PG 111.4, 4.5 99 112.0 256 9-19-03 Lot 19 PG 107.5 49 96 112.0 257 9-19-03 Lot 18 . - PG ` 101.4 12.6 91 112.0 258 9-23-03 Lot 6 PG 108.9 6.8 97 112.0 259 9-23-03 Lot:5 PG 103.7 5.5 92 112.0 260 9-23-03 Lot 4 - ` PG 108.8 4.2 97 112.0 261 9-23-03 Lot 3' PG 111.8 6.7 99 112.0 262 9-23-03 Lot 2 PG 106.8 5.1 95 112.0 263 9-23-03 Lot 1 PG 106.3 8.7 93 112.0 264 9-23-03 Lot 16 PG 103.8 6.0 93 112.0 265 9-23-03 Lot 15 PG 106:5 5.4- 95 112.0. 266. 9-23-03' Lot 14� PG 111.6 ' 4.3 99 112.0 267 9-23-03 Lot 13 PG 111.5' 5.2 99 112.0 268 9-23-03 Lot 12 PG 109.2: 6.2 98 112.0 269 9-23-03 Lot 11 PG 111.9 9.4, 99 112.0 270 9-23-03 Lot 10 PG 10714 11.4 96 1110 271 9-23-03 Lot 9 PG 1,113 7.9 99 112.0 DATE: October 12; 2003' 8 Sladden Engineering PROJECT NO: 522=2199 REPORT'NO: 03-10-647 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum Density Building Pads Area N 272 ' 9-23-03 Lot 8 PG 110.7 '5.4 99 112.0 273 9-23-03 Lot 7 . PG . 110.9 7.6 99 112.0 Area 0 274 7-15-03 Lot 8 6.0 BPG 105.3--- 8.0 94 112.0 275 7-15-03 Lot 8 4.0 BPG 102.0: 7.9 91 112.0 276 7-15-03 Lot 10. 6.0 BPG . 103.1 6.8. 92 112.0 277. 7-15-03 Lot 10 4.0 BPG 100.8 9.31 90 112.0 278 7-15-03 Lot 12 6.0 BPG 102.8 7.8 92 112.0 279 7-15-03 Lot 12 4.0 BPG : 101.0 9.2 90 112.0 280 7-16-03 Lot 1 5.0 BPG 101.6 8.1 91 112.0 281 7-16-03 Lot l 3.0 BPG 102.8 7.8 92 112.0 282 7-16-03 Lot 2' 5.0 BPG 104.9 99 '_ 94 112.0 283 7-16-03 Lot 2 10 BPG 100.7 7.2 90 112.0 284 746-03 Lot 3 5.0 BPG -.106.1.,, 7.0 95 112.0 285 7-16-03 Lot 3 3.0 BPG 10.1.8 5.4 91 112.0 286 7-16-03 Lot4 6.0,BPG 104.3' 6.7 93 112.0 287 7-16-03 Lot 4 . 4.0 BPG 100.4 5.4 90 112.0 288 7-16-03 Lot 7 6.0 BPG : 105.3 7.9 94 112.0 289 7-16-03 Lot 7 4.0 BPG 103.0 8.3 92 112.0 290 7-18-03 Lot 14 3.0 BPG 103.4- 7.4 92 112.0 291 7-18-03 Lot 14 3.0 BPG. 108.4 12.6 9.7 112.0 292 7-18-03 Lot 16 6.0 BPG 101.7 16..1 91. 112.0 293 7-18-03 Lot 16 4.0 BPG 100.4 14.1 90 112.0 294 7-18-03 Lot 18 6.0 BPG 105.2 6.3 94 112.0 295 7-18-03 Lot 18 4.0 BPG 100.8 15.6 90 112.0 296 7-24-03 Lot 9 4.0 BPG 1073 12.3 96 112.0 297 7-24-03 Lot 9 -2.0 BPG 103.0 11.7 92 112.0 298 7-24-03 Lot 11 4.0 BPG 109:6_ 8.4 98 112.0 299 7-24-03 Lot 11 2.0 BPG 107.3 91 96 " 112.0 300 7-24-03 Lot 13 : 2.0 BPG . 105.7 , 10:4 94 112.0 301 7-24-03 Lot 14 -.2.0 BPG . 109.6 9.6 98 112.0' 302 7-24-03 Lot 15 2.0 BPG 104.41 93 112.0 303 7-24-03 Lot 16 4.0 BPG .. 100.6 18.2 90 '1110 304 7-24-03 Lot 16 , 2.0 BPG 100.4, 17.9 90 112.0 305 7-24-03 Lot 17 5.0 BPG 100.9 13.9 90 112.0 306 7-24-03 Lot 19 5.0 BPG 100.3, 19.2' 90 112.0 DATE: October 12; 2003 9 Sladden Engineering N r 4 PROJECT NO: 522-2199 REPORT NO: 03-10-647 Test No. Date Tested - Location Elevation r . Dry Density In Place % Moisture In Place Relative' Compaction Maximum Density Building Pads ' Area O , 307 •7-28-03 ' Lot 30 t 6.0 BPG 104.8 14.6 94 -112.0 308 7-28-03 Lot 28 6.0 BPG ,'102.6- 7.9 .92-. 112.0 309 7-28703 Lot 26 ' ' •:.' 6.0 BPG 18.3 95 112.0 .106.5 310 7-31-03 Lot 30, 4:0 BPG 108.0 , 5.0 96 112.0 311 -7-31-03 Lot 30 2.0 BPG 104.0 - 72 93 112.0 312 7-31-03 Lot 28 5.0 BPG 105.5 13.8. 94 112.0 313 7-31-03 Lot 28 3.0 BPG 101.7 11.6 91 112.0 314 7-31-03 Lot 26 "} 5.0 BPG , 102.7 5.6 92 112.0 315 7-31-03 Lot 26 ; <, "' 3.0 BPG 1.00.4 .6.0 90 112.0 316 7-31-03 Lot 24 . ' "- 4,0 BPG 103.3 16.4 92 112.0 317 , 7-31-03 Lot 24 2.0 BPG. 100.8 _ 11.74 90 112.0 318 7-31-03 y Lot 22 3.0. BPG 107:7 16.7 96 112.0 319 7-31-03 lot 22 1.0 BPG 104.2 14:0` '93 112.0 320 8-01-03 Lot 29 3.0 BPG 111.3 14.2 99 112.0 321 8-01-03 Lot 26 ' ; 3.0 BPG '109.4, 15.3 98 112.0 322 8-01-03 .Lot 23 ; � .: 3.0 BPG :. 110.2. 14.4 98 112.0 323 8-01-03 , Lot 20 ;, ." 3.0 BPG . 108.7 16.4 i 97 112.0 324 8-04-03 Lot 2 : ` •2.0 BPG 11-1.3 11.5 99 112.0 - 325 8-04-03 Lot 4 +. 1.5 BPG 101.0 14.0 90 112.0 8-04-03 Lot 6 2.5 BPG 104.7 12.3 -93 112.0 .326 327 8-04-03 Lot. 8 ` 2.0 BPG 105.3- R 10.5 94' 112.0 328 8-04-03 Lot 1 3.0 BPG 103.8 11.7 93 112.0 .. _ 4, 329 8-05-03 Lot 11PG , 105.6 6.0 94 112.0 330 8-05-03 Lot 12PG - 100.8 7.3 90 112.0 331 8-05-03 Lot 13 ' # a PG 101:1, 9.0 90 112.0 332 8-05-03 Lot 14 PG 107.5.' 12.5 96 112.0 -333 8-05-03 Lot 15 PG 104.8 12.4> 94 112.0 334 8-05-03 Lot 16 �' - _ 'W . ,. PG 102.2" 8.7 91 112.0 335 8-05.03 Lot 5 PG 102.5- 7.3 92 112.0 336 8-05-03 Lot 6 , . PG . 103.0 9.0 92 112.0 337 8-05-03 Lot 7 . PG 102.4 8.9 91.. 112.0 338 8-05-03 Lot 8 *? : i ' PG 106.0 s 10.9.. 95 112.0. DATE: October 12, 2003 10. Sladden-Engineering- PROJECT NO: 522-2199 REPORT NO: 03-10=647 Test No. Date Tested Location Elevation Dry Density In Place % Moisture In Place Relative Compaction Maximum Density Building Pads Area O - 339 8-06-03 Lot 9 PG 102.5 6.5 92 112.0 340 8-06-03 Lot 10 PG 106.6 7.2 95 112.0 341 8-06-03. Lot 4 PG` 104.8 7.3 94 112.0 342 8=06-03 Lot 3 PG 104.7 8.8 93 112.0 343 8-06-03 Lot 2 PG 107:7 12.4 96 112.0 344 8-06-03 Lot 1 PG 108.2 13.6 97 112.0 345 8-13-03.' Lot 25- PG 102.9 9.1.. 92 112.0 346 '8-13-03 Lot 24 PG 105.5- 8.9 94 112.0 , 347 8-13-03 Lot 23 PG 103.2 7.9 92 112.0 348 8-13-03 Lot 22 PG 100.4 11.8 95 112.0 349 8-13-03 Lot 21 PG' 104.5 9.3 93 112. 350 8-13-031. Lot 20 PG 102.0 5.2 91 112.0 351 8-13-03 Lot 19 PG 110.9. 8.6 99 112.0 352: 8-13703 Lot 18 PG 104,1 a 10.7 93 112.0 353 8-13-03.'Lot 17 PG: 102.0 6.3 91 112.0 354 8-14-03 Lot 26 PG 104.7 15.7 94 112.0 355 8-14-03 Lot 27 PG 111.4 8.7 99 112.0 356. 8-14-03 Lot 28 PG 104.5 8.0 93 112.0 357 8-15-03 Lot 30 PG 108.9 9.7 97 112.0 , 358 8-15-03 Lot 29 PG 104.0 10.2 93 112.0 359. 8-18-03 Lot 37 3.0 BPG 1'07.5 10.6 96 112.0 360 8-18-03 Lot 45 3.0 BPG 107.1 10.0 96 112.0 361 8-18-03 Lot 43 3.0 BPG 103.5 9.5 93 112.0 362 8-18-03 Lot 41 3.0. BPG 102.2 10.9 91 112.0 363 8-18-03 Lot 39 3.0 BPG 110.4 14.3 99 112.0 Area P 364 8-06-03 Lot 35 4.0 BPG 102.6 7.3 92 112.0 365 8-06-03 Lot 35 2.0 BPG 103.5 10.5 92 112.0 366 8-06-03 Lot 34, 3.0 BPG 100.8 12.4 90 112.0 367 8-06-03 Lot 34 1.5 BPG 101.5' 13.6 91 112.0 368 8-06-03 Lot 36 3.5 BPG. 104.0 14.0 93 112.0 369 8-06-03 Lot 36 .2.0.BPG. 101.8 8.8 91 1-12.0. 370 8-06-03, Lot 33 3.5 BPG 101.6 9.6. 91 112.0 371 8-06-03 Lot 33: 1.5 BPG 103.2 10.0 92 112.0 372. 8-06-03 Lot 32 3.O BPG 102.3' 1.1.5 91 1.12.0 373 8-06-03 Lot 31 2.0 BPG 1.01.3. 12.4• .90 112.0 DATE: October 12, 2003: Sladden Engineering PROJECT NO: 522-2199 REPORT NO: 03-1.0-647 Test No. Date Tested Location , Elevation Dry Density In Place % Moisture In Place Relative . Compaction Maximum Density Building Pads' Area P x . 374 8-27-03 Lot 41 f PG 104.2. • 9.0 93 112.0 375 8-27-03 Lot 42 PG 105:7 ' 13.9 .94 112.0 376 8-27-03 Lot 43 PG'` 103.0 9.8 92 112:0 377 8-27-03.Lot 44 `PG: 102.8 - 6.7 92 .112.0 378- 8-27-03 Lot 45'. PG 1043' 8.1 93 112.0 379 8-27-03 Lot 46 PG 103.9. 10.2 93 112.0 380 8-29-03 Lot 39 ' ' PG 106.5 7.5 95 112.0 . 381 8-29-03 Lot 40 ; _' PG 104.3 7.9 93 112.0. a 382 8-29-03 Lot 47 ` . °: PG?. 102:8' '. 6.4 92 112.0 383 8-29-03 i F.: Lot 48, PG'.i 5.4 94 112.01' 384 8-29-03Lot 49 a . '` PG' • ' ." 101:7" 6.3 91 112:0 385 8-29-03 Lot 50 PG ;�' ` - 103.9. 9.3 93 112.0 386 8-29-03 Lot 51 � PG 111.2 ' 9.1 99 112.0 387 8-29-03 Lot 52 ' . - PG" . -•111°.4 12.5 99. 112.0 388 8-29-03 Lot 53 PG 110.7 11:6 99 112.0 389 8-29-03 'Lot 54 : r " PG .' 104.9 ` ` 6.2" 94 112.0 390 8-29-03 Lot 55r . ' PG 102:8 5.6 92 112.0 BPG - Below Pad Grade PG - Pad'Grade ; f y .DATE: October 12; 2003' Sladden • Engineering