Loading...
HomeMy WebLinkAboutTract Map 35181 Soils Report Sept. 9, 2008I 1 L', 1 1 I F1 1 1 I I I I I 1 INTERIM AS- GRADED SOILS REPORT PROPOSED PHS BUILDING (TRACT NO. 35181) WINCHESTER ROAD AND DENDY PARKWAY TEMECULA, CALIFORNIA Prepared for: The Garrett Group, LLC One Better World Circle, Suite 300 Temecula, CA 92590 602160 -001 September 9, 2008 �I 2� Ir I Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY r I Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY September 9, 2008 Project No. 602160 -001 The Garrett Group, LLC One Better World Circle, Suite 300 Temecula, CA 92590 Attention: Ms. Nancy Daniels / Mr. John Evers Subject: Interim As- graded Soils Report, Proposed PHS Building (Tract No. 35181), Winchester Road and Dendy Parkway, Temecula, California In accordance with your request, we have provided geotechnical observation and testing services during preparation for the subject Building Pad. Based on the results of our observation and testing, the depth of over - excavation generally extended to a depth of 5 to 8 feet below finish pad grades. The placed fill was compacted to at least 90 percent of maximum dry density as determined in accordance with ASTM Test Method D1557 -00, with the top 12 inches of fill compacted to 95 percent relative compaction as specified by the structural plans /engineer. Based on the results of our geotechnical observation and testing, it is our opinion that the building pad was prepared in general accordance with the referenced soils reports and grading plans. It is recommended that the relative compaction and moisture content be further verified immediately prior to pouring concrete. The density test locations and removal bottom elevations are shown on Plate 1. The results of the laboratory and field density tests are attached. The opportunity to be of continued service on this project is greatly appreciated. If you should have any questions, please do not hesitate to call the undersigned. Respectfully submitted, 0/� -pv T F LEIGHTON CONSULTING, INC. Q 0. 4C No. 1921 CERTIFIED tk ENGINEERING J, GEOLOGIST r OFCA��e effrey T. DeLand Robert F. Riha Staff Geologist CEG 1921 (2/28/10) Principal Geologist Attachments: Plate 1 — Geotechnical Map References Table 1 — Summary of Field Density Tests Laboratory Tests Results ' Distribution: (1) Addressee (one copy via email) (2) Troy Brown, Oltmans (Field Superintendent) GE 2641 (Exp. 9/30/09) Principal Engineer 41715 Enterprise Circle N., Suite 103 • Temecula, CA 92590 -5661 951.296.0530. Fax 951.296.0534 ■ www.leightonconsulting.com GEOTECHNICAL MAP Proj:602160 -001 Scale: 1 " =80' Date: 6/08 N Ehg /Geol: SIS /RFR Drafted By: BQT CP By: BQT 1111 Leighton P\[IRAFTING\642160\001WF 2008- 06- 25 \PL4TELGEO.OWG(0404082:5]:52PM) Mm dby: Mmn I, / PLATE 1 0 60 160 I f I i LEGEND SCALE FEET 597 APPROXIMATE LOCATION OF IN -PLACE DENSITY TEST Qf ARTIFICIAL COMPACTED FILL Afp ARTIFICIAL FILL PREVIOUS (CIRCLED WHERE BURIED) i Qpf PAUBA FORMATION FANGLOMCRATE (CIRCLED WHERE BURIED) Mz METAMORPHIC BEDROCK (CIRCLED WHERE BURIED) \ I F 1 1 25 APPROXIMATE REMOVAL BOTTOM ELEVATION APPROXIMATE LOCATION OF FILL SLOPE KEYWAY Vi -L- -L- -U - — LIMITS OF THIS REPORT _ APPROXIMATE LOCATION OF GEOLOGIC CONTACT i �;✓ �' — (DOTTED WHERE BURIED) i / Ali I j e2, / �� 1 � i /l _ ® � ` � • 1 e •laa 4 1 .9 • l0 3 / •2 r �A v • z. 92 �z -V �1X •112J by / 0 316 0220 42 0 31T�3434 ■�1 �k 032" 00 27A. / — • 234 • 389• 4 246 g6 AA A • 235 •a]e e 34 •283 93� 3 aaa • z33 33 .4 \ � �� � � � � $ � - • 4z • @z------• �w / � 1 �� � 2 \ � • ]6252 • 3]S Y08 • 333 6 i \ A 1 � � . • 596 T / • 355 / •1 .ea 4 .2� v : � 323. .38a Af� v v �l / V ��/ / /� /� ° 93 • • • • 3 • • 216 294 • z3e 40l • 381 • 377 / / � � • 249 • 323 • 23e 4g53 • 28a 0329 V � %// %��� ���/ //� /// � � � L ••• 63 • 2'` • 328 340 v • 296 36 az • S, \ I Ili • 3b'6 5 A A t\ A 9 2 .428 \ vv V� v rl p II Iz • . � • 433 zee 450 I ��V� v F.��� R /�y •aaa �1 t 124 333 V- ���� I 111 X0303 • g�."` ♦.415 � • ��� •32 �i I I A q I 111 i�• 406 • a3 Q \_41 ,2 ���� �� 11��1 �� ��� �• � •454 447 '16\ A f .384 • 9 • f �/�� �� 2 •3 •226 // � \ � � • 5 6 e30 413 •� • 330 \ O �� • • 464 14 • 481 Sd 0 436 40451 ]3 5 433 •V� 0 40 1 i i i li AA�'� 'I; \1111 � I�� �� / ✓��� /' /�� /I'i I ! 1 1 / Ili',! i i !, ILA/ I � • 4]e�l i1 32 I 1 5 .:01 , 409 1122 � 1 . 452 0 47 Z z \\ • 523 / / i i �\ i I THE GARRETT GROUP, LLC September 9, 2008 Interim As- graded Soils Report, Proposed PHS Building Project No. 602160 -001 References Leighton Consulting Inc., 2008, Geotechnical Engineer of Record, PHS Building Site -Tract 35181, Temecula, CA, dated February 12, 2008 (copy attached). Foundation/Structural Plans, Professional Hospital Supply Tenant Improvements, 42500 Winchester Road, City of Temecula, by RGA Architects, not dated. Precise Grading Plans, Tract #35181, prepared by SB &O, print date October 22, 2007. GeoTek, Inc., 2006, Interim Report of Geotechnical Testing and Observation Services During Earthwork Construction, Temecula 52 Project, City of Temecula, California. Project No. 3009SD3, Dated July 31, 2006. GeoTek, Inc., 2006, Preliminary Geotechnical Evaluation, Temecula 32 — APN 909 - 370 -032, Temecula, California. Project No. 3060SD3, Dated July 13, 2006 GeoTek, Inc., 2005, Addendum Geotechnical Report, Proposed Commercial Development — Temecula 52, Temecula, California. Project No. 2681 SD3, Dated February 7, 2005 GeoTek, Inc., 2007, Preliminary Slope Stability Evaluation, Tract No. 35181, PHS Building Site, City of Temecula, Riverside County, California. Project No. 0292 -CR3, Dated March 21, 2007. GeoTek, Inc., 2005, Addendum Geotechnical Report, Proposed Commercial Development — Temecula 52, Temecula Califomia. Project No. 2681SD3, Dated February 7, 2005. GeoTek, Inc., 2007, Keystone Slope Stability Evaluation, Tract No. 35181, PHS Building Site, City of Temecula, Riverside County, California. PN 0292 -CR3, Dated October 19, 2007. ,r Leighton P I 1 1 u Explanation of Summary of Field Density Tests "I est No N Test of Test No Test of Prefix Test of Abbrcvmttons Prefix Test of Abbreviations (none) GRADING represents second retest of Test No 15 ' "0" to -I" in Test Elevation Column represents test was taken at the ground surface (e.g finish grade or subgrade) Natural Ground NO (SG) SUBGRADE Original Ground OG (AB) AGGREGATE BASE Existing Fill EF (PB) PROCESSED BASE Compacted Fill CF (AC) ASPHALT CONCRE'T'E Slope Face SF Finish Grade PG Curb C (S) SEWER (SD) STORM DRAIN Gutter G (AD) AREA DRAIN Curb and Gutter CG (W) DOMESTIC WATER Cross Gutter XG (RC) RECLAIMED WATER Street ST (SB) SUBDRAIN Side calk SW (G) GAS DOVewa} D (E) ELECTRICAL Driveway Approach DA (T) TELEPHONE Parking Lot PL 0) JOINT UTILITY Electric Box Pad EB (I) IRRIGATION Bedding Material B Shading Sand S Alain Backfill M Lateral Backfill 1, Crossing X Manhole MH Hydrant Lateral fit- Catch Basin CB Riser R Invert I Check Valve CV Meter Box AB Junction Box JB (RW) RETAINING WALL (P) PRESATURATION (CW) CRIB WALL (LW) LOFFELL WALL Moisture Content M (SF) STRUCI" FOOTING (IT) INTERIOR TRENCH Footing Bottom F Backfill 13 Wall Cell C Plumbing P Electrical E Test Elevation Column represents taken 1 -foot below the adjacent compacted fill subgrade, other depths noted as appropriate N represents nuclear gauge tests that were performed in general accordance with most recent version of AS'rM Test Methods D2922 and D3017 S represents sand cone tests that were performed to general accordance Frith most recent version of ASTM1I Test Method D 1556 ' 15A represents first retest of Test No 15 15B represents second retest of Test No 15 ' "0" to -I" in Test Elevation Column represents test was taken at the ground surface (e.g finish grade or subgrade) Test Elevation Column represents taken 1 -foot below the adjacent compacted fill subgrade, other depths noted as appropriate SUMMARY OF FIELD DENSITY TESTS Dry Density (pcf) Moisture Relative Test # Test Date Test of Location Elev Soil Type j Field Max Field Opt Compaction 1 5/13/20081CF !PHS i 1104.01MD-1 124.21 127.0! 80 8.5 98 2 5/13/20081CF IPHS 1105.01MD-1 119.01 127.W 10.3 8.51 94 3 IPHS 1072.01! 17 1108 0 MD-1 1 122.21 127.01 9.9' .5 117.41 4! 5/15/20 Cr !PHS 1070.0�MD-1 120.0,F 12701 80� PHS 94 5 Sil 5/2008 J F IS-C !PHS - 1070.0 JMD-1 114.9ii 127.01 7.5: 8.51, 6' 5/16/20081CF 'PHS 109801 MD-1 120.6; 127.01 13.2 861 H 7 -5 /1-6 /-2-0 0 81 C F !PHS 1074 01MD-1 117.91, 127.01 8.3 8.5 ff 93 -8 5M6/26081CF PHS --FM -TO67 0 D--1 - --------- - -- - 118.2'1-127. 01 - -- .7 85 L3 9 5/16/2008 IPHS 1067. 01 MD-1 119.6 27.01 127.0 9.1 94 10� CF 5/19/2008J:CF :PHS -1-0-6-9 0 � ml�-i �---1 11.61 12TO T3 -0-a- 86 01 - -10 - -- --- 1 n onnw�c 9.0 At 11� 5/19/2008 12! 5/19/2008'CF ------- 7�jT9two-6c-F- 14� 1 5/19/20084 1 5/19/2008 1117.61 19 -127 OF- 27 01 10 2 85i 9A 8 51 9.2 8 51 8.7 8.5j 94 -._ -.-93 90 CF IPHS i 1070 01MD-1 IPHS 1069.01MD-1 ,PHS 1068.01MD-1 i : 114.3 115.31 127.0� 127.0 PHS 1071.0JMD-1 15! 1 5/19/2008 CF iPHS i 107201md-1 - CF 1T&5F 127.01 8.5, �.5i 92 16: 5/19/20081CF MD-1 117.01 127.01 9.5. 8.5 92 IPHS 1072.01! 17 5-/ 1 -9-/2 0-0- 8-1 C-F -PH-S------ 1- ----1 072�O 1 MD-1 117.41 127.01 851 92 1811 /19/2008:CF 5/19/20081 - -- PHS i 1073 0JMD-1 119.6; 127.011 9.3; 8 51- 19 5/19/2008CF PHS 1074.0WD-1 1-15.6i 1Yf6 8 l��i 91 20 5/16/20081CF PHS 1073 O!MD-1 120.7; 127.01 8.9 85 95 21, 5/19/20081CF PHS 1071.01MD-1 i 118.011 127.0; 9.8i 8.51 93 22 -5116T2-008 -CF- -�--PHS --:-10W-2.6FM-D 127.0 8.61 -EF5 231 5/19/20081CF 116.81 127.0:1 9.0 8. - 51 :�PHS 1 1071 01MD-1 24' 5/19i20081CF IPHS 25! 5/19/20081 - CF PHS 261 5/19/2008CF .0 1071119.6r Or IPHS 27 5/19/2008 CF !PHS 28'~ 127 0 �F F 851 851 8.51 PHS 1071- O!MD-1 5/19--] C29 127.01 127.01 ;PHS 30; 519/2008,U IPHS Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp 1072 .0JMD-1 119.51 -- 127.0� 7 127.01 9.7 -127.0 F- - 127.01 9.6 8.51- 8.5i 8._5i 94 93 94 1073.0JMD-1 117.81 .0 1071119.6r Or MD MD-1 1 i 1073.0-!MD-1 119.11 1070�0�MD-1 118.2 127 0 9.41 8.81 94 851 851 8.51 93 92 93 1071- O!MD-1 1174 127.01 127.01 1073.01MD-1 1181� Page 1 of 26 Ri SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location j Elev Soil Type Field Max Field Opt Compaction 31: 5iibiffm-icr- 9.1 &5 92 321 5/19/2008 CF IPHS -- _8 -93 1073 011VID-1 11781 127 01 9.8- 51 13 5/19/20081CF !PHS 1071 0 MD -1 -fl 4 87 1:277:0�� 921 8 5: 90 --1-672. 0 1 114.01 127 10.51 8.5 i 90 3411 5/20/20081CF ;PHS i C)l 351 1 5/20/20081CF ;PHS I 1076.01MD-1 11371 127 OT 10.31 85i 90 361 5/20/20081CF 'PHS 1 107301 MD-1 113.71 127.01 10.61 851 90 ---- 7 5/20/20081CF 5/20/20081iCF PHS 1071 5TM IPHS I 1072.0 D - 1 115 4i 1 91 -�7.01 102 851, 1.2.7.01 70-.0 � - -- ----- -8.51 92 127.0i 9.8i 851 92 127.0! 92; 8.51 93 lZ7.011 -9.71! 8.51 93 127.01, 9.0 8 5 94 127.0• 941 851 92 127.0• 10.6! 8.51 127.01!, 1101 8.51 127.0: 10 11 1 92 127.01 9.91 8.51 91 MD -1 116.5! MD -1 116.71 1 MD-1 11811 ------ 39! 5/20/20081CF ;PHS 1073.0 401 1 5/20/20081CF iPHS 10730 41! 5/20/20081CF iPHS 1073 01MD-1 ---------TO73 51MD-1 42: 5/20/20081CF !PHS 43i 5-/,20/2008�CF 'PHS 1073 01MD-1 PHS 44; 5/20/2008!CF 10730 . 45; 5/20/20081CF iPHS 1073.011VID-1 461 5/20/20081CF PHS 1073 51MD-1 1 471 5/20/20081CF !PHS 1072.0 481 5/20/20081CF 'PHS I 1074.0 491 5/20/20081CF IPHS i 1074.01MD-1 117.61 119.31 116d81 MD -1 115.51 115d81 116.71 MD -1- 115.3; MD -1 118.61 127.01 10.51 8.51 93 119.2; 121dl 127.01 1 Od7l 8.51- 1 127.0! 11 31 8.51 127.0i 10d1 1 128.0;1 1031 9.51 128.01 10.91 9.51 128.0! 1 Od2l 9-5i 128.0� 11.5! 9. 5 -1 94 95 92 94 91 1 94 92 501 -53 541 551 561 57i 58 5/20/20081CF iPHS i 1073.0JMD-1 _- 5/20/20081CF a/2-oifomC#- -;PHS 1073.01MD-1 - --- -- - :PH-S-1074 0 5&/2068: !CF ;PHS 1074 0 5/20/20081CF :PHS 1074.0 5/20/2008!�CF !PHS 1074 02-2 5/20/2008;CF tPHS i 118.91 1 MD-2 11771 1 MD-2 119.7! MD-2 11981 1 MD-2- 117.31 128.0i 12.01 9.51 5/20/20081CF _1074.0 �PHS 107401 2 11831 128.01: 11 8i 128.01 12.31 127.01 81 9-.5i- ------K 95, 92 --Y5�--- --94 5/20/20081CF !PHS 1074 0 MD-2 11791 118.9! -- ---- 59 5/20/2008�CF !PHS 1075,01VID-1 61; I 5 68JCF IPHS .011-076. 1184i JM D-2 119.41 128.01 128.01 11.71 11.81 93 951 5/20/2008�CF IPHS 0 621 631 i 5/20/20081CF 5;2WZ008�& !PHS 1075.011VID-2 1 11531 J MD -2 121.31 128.01 128.01 1 9F 11,411 9.51 95 I 1075.0 Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 2 of 26 r ,;,1 i SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 64, 5d0/2008iCF 65� 5/20/2008' CF L- Project Location: --- 8;,CF 671 5/21/2008!CF 68!_ 5/21/20081CF 69' F 70; 5/21/2008!CF 71 5 /.2 112 0 0 81 C-F 72 5/21/20081 CF 73, 5/21/2oW'cF 74 5/21/2008 CF 75: d 5/21/2008 CF 76 5/21/2008::CF 77' 5/21/2008:CF 781 5/21 /20_08 M 5T - - - 8 21t2d1CF d 91 80! 5/21/2008�CF 90 81! -5-2--68 5/21/ 20 1 C F E12! 5/21/20081CF 91 831 5/21/20081CF 90 841 : 5/21/20081:CF 85 5/21/2008'1 CF 861 5/21/20081CF 87 5/21/2008!CF H' 5)21/20061!CF 89 5/21&68,CF 90: 5/211200 81 CF 91 5/21/2008 CF 92' 5/21/20081CF 93 - --5/21F2008JCF -5�1/2-0078 94 ---: CF 95i; 5/21/20081CF 961 5/21/20081CF Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp PHS 1074.0111VID-2 1074 0 I MD-2 -,PHS- 1075 0JMD-2 117.51 1075.011VID-2 92 -1-PHS- PHS 1075 0111VID-2 11861 ;-P HS- 107,C01MD-2 .PHS �PHS 1075.01MD-2 J PHS_ 1076.01MD-2 IPHS 1075 O!MD-2 PHS --- 1676.0[MD-2 'PHS 1076 OWD-2 PHS 1676 01MD-2 PHS 1077 OW D-4 PHS 077 0 'i MD-2 PHS 1077.01MD-4 FPHS 1077 01MD-2 !PHS 1077 O MD-2 PHS -----FW7 O�MD-4 128.0', IPHS 1078.0 MD -4 !PHS 1078 0 1 MD-4 J-PHS 1078.01MD-2 93 115.5 1280, 9 T 9 5! 90 119 2! 128.0:1 12.3. 95i 93 116.31 128.0 i 117.51 128.01- 128.01 92 11771 11861 128.01 .PHS 116.71 128.01 -'PHS_ 120.11 12801 118.9:1 128 0 116.8_1 128.01 116 0128.0! 119.2]--.--.- 128 O� 108.5:1 119.0! 81 12801 113.5! -- 119.01 116 4; 128 Oi 114 7I 128.0', ,PHS 1079.01MD-2 91 :PHS 1078.01MD-4 92 PHS 1-0-78 01MD-4 UZ .PHS 108.0 M-4 -'PHS_ 1081 OiMD-2 9-1 1078 01MD-2 9.51 -'PHS- - :PHS 1078 DIMD-2 119.711128.0i 108.31 119.0i 91 115.71 9.5 92 ---12.21 .6 1 9 31 UZ -11 11 4: 951 93 11.9: 9.5- 9-1 11 211 9.51 94 121 119.711128.0i 93 10.9: 9.5'- 61 11.7• 9.5 91 116', 9_5, 93 13.8 12.5 91 -11 91:- 951 90 94 95 -12.5 12 31 -12.5! 9 5 91 11711 951 90 115: 12.511 93 14A 1251 94 108.31 119.0i 115.71 128.0 117.11 1280, 119.51 1 -28-.6 1108i 119.0 112 3! 1190 93 148 119.3!; 128.0 117.21 128.0 119.711128.0i 14.3 112.01 119.0i 111.31 119.0i Page 3 of 26 1441 1251 --- 91 12.31 9.5:1 90 11-5' 5'! 91 11.6 9.51 93 148 12 51 --92 152 12 5' 94 14.3 12 5i 108, 9-5:- 118: 9 51 ---9-3 92 11 01 9.51 94 12.51 12 51 94 15.1 E �X r �r r� �r r� �Ir r■ r■ it r� r� r r r� �r w SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location 97 5/22/2008 CF 98 5/22/2008.CF 99. 5/2-21-20-08- 1 CF Client: 5/22/2_008 , CF _10_01 101: 5/22/2CM8 C--F 102' 5/22/2008!CF 103' 5/22/200_81 CF 104 5122_/2008 CF_ 105: 5/22/2008:' CF 106, 5/22/2008',CF 1071 5/22/2008'CF 108; 5/22/2008: CF 109: 5/22/2008 CF 110', 5/22/2008;CF 111' 5/22_/2008 CF 112, - 5/22/2008iCF - 1131 - 5/22/2008',CF 1141 _ 5/_22/20081CF 115 5/22/2008iCF 1161 5/22/2008i& 117 5/22/2008:CF 118: 5/22/2008: C F 119' 5/22/20081CF 120, 5/22_ /2008]CF 121' 5/28/20081CF 122' 5/28/2008;CF 123 5/28/20_08'',CF 124' 5/28/2008ICF 125' 5/29/2008 C_F 1261 _ 5/29/2008 CF 127, 5/29/20081CF 1281 5/29/2008, CF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type Field Max Field �Ir r Opt Compaction - 91 ,F'HS 1779.011VID -4 108.61, 119.01 1.43 12.5 PHS -HS - 1080C�1964 - -- 112 -- 94 13 7 12.5; PHS 1080.0 MD-4 MD -4 111 11 119.0 - 13.9 -- - - - 12 5 :;PHS _ - - -- - -- - -'- 1080.01 -- 110.8'i _.....- PI _ 119.0 _- 126 - - 12 51 -- !PHS _ 1080.01 MDR 110 119.01 i 12.9 12 5� !PHS - _ -- 1080.OIMD -4 -3 - - -I 119.0] 11 2 12.51 IPHS_ -- _ 1081.0MD -3 -_-11241 113.5, - 1230_: 111, 1101i PHS 1081 01,MD -4 1106i 119.0 13.2' 12 51 'PHS - - -- 1080.011VID -4 1132! 119.0 134' 12.51 - -- - - - ;PHS -- -- - -- 1081.01MD -4 - -- - - -- 110.01 -- - 119.0 - - - -- 13 0' - -- -- 1 - -- - - 12.51 PHS 1081.0'] -- MD -3 - - 115.6 - - - -- 123 0: - -- 11 8 -- -,.._ 11.01 , ,PHS 108101MD -3 114.31 123.0 12.1 1101 PHS 108_2 OWD -3 111.41- 123.0 13 2: 11 01_ PHS _ - 1082.0 MD -3 - -- 112.51 1230 12 6' 11.0' ,PHS 108301MD -2 122.1' 128.0 10.0, 95 PHS - - _- -- � 1082.0iMD -2 -- 0 119.Oi -- -- -- 128.0• - - 9 8; - 5 - 95i PHS - -- 1083.01 MD -2 - 119.71 -- 28.0 U8.0' 12 81 -128 - 9.51 - - 9.51 PHS 1083.011VID -2 117.51 128.0 11.6: - 9.51• ,PHS - -- - - 1084.0' - -- -- - MD -2 116.3 --- 128.0. - -- 12.2: 9 Si - 'PHS 1084.0 MD -2 117 6; 128.0 11.5 _ 9 Si - PHS ,PHS 108_4.0 - - - - - -- -1291 -- - -- 1085�MD -3 - 113.11 123.0- - 12_4: 11.01- - ;PHS - 1085.011VID -3 - - 1143: 1230 11.6, 110 PHS OfMD -3- 115 3, 123A 12_0' 11 01 PHS - -- .....1085 1085.O,MD - -3 - -- 117.2 1 123.0 12.6', 11.0, HS PHS -- - - -r-- 1086 OIMD - -3- -- - -- 11547- 4; 123 0 - 12.8 1 .... 11 0' PHS 1086.0;MD - -3 115.9_; 123.0 130, 11.01 - - -- - pHS -- -- --- 1086 01 'D -3 - -- M - 114.41- - 123.0, 13 4', 11.0, - -- ,PHS I _ 1089.0 MD -3 i -1 114.11 123.0' ' -- -- -- 13.1 - -- 110 - -- -- 911 91 91 PHS !PHS 1087.0 MD -3 , i 123.01 -- - 12.8 - -- 11.01 -- 94 -'- tPHS - 1087.0 _ l MD -3 115.3 123.0' 11.0 95' - IPHS - -- 1087.0,MD - -3 - I -- -I- 12301 _12.51 12.0' -- - - 11.01- _ :PHS " - -- 1088.01MD -3 - - -I 11671 1 - - -' 123.01 - - 12.2' -- - - - -- 11.01 - - 93' Page 4 of 26 =r:} r SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location 130' 5/29/2008 CF 131 5/29/20081 C F 132, 5/29/2008_; C- F 133; 5/29/2008_; CF 11-341- CF 135' 5/29/2008'1CF 1361 5/29/2008 ! C F 137 5/29/2008 :CF 1381 5/29/2008 C F 139', 5/29/2008!, CF 140 5/_29/2008 CF 141 5/29/2008. C F 142 5/29/2008 -CF 143 5/29/2008 'CF 144' S/29/20_081CF 1451 5/2_9/2_008: CF 1461 - 19.5 5/29/20081 CF - - 1471 - ---- - -- 1090.0' -2 -- 5/29/2008',CF 1481 5/29/2008'1 CF 1491 5/2912_008 I CF 1491 A 5/29/20081CF 1501 5/29/20081 CF 151 5/29/2008', CF 152: 5/29/2008; CF 1531 5/29/2008 CF 154. 5/29/2008' CF 155 5/29/20081CF 156_: 5/29/2008' C F 157; 5/2912008CF - 158; - - -- -- - -- 5/29_/20081CF 159:1 5/2_9/2008I CF - -- 160! 5/29/2008_;CF -- 123.01 _ 1611 5/29/20081 CF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type Field Max Field Opt Compaction PHS 108_7 O;MD -3 116 3' 123.01, 12.7' 11.0', 95 PHS _ -- - - - - 1088 0', MD -3 -- -3- - 112 3! - - 123.0, - 13.5, 11.0' _ 91 PHS 1089.0IMD -3 - -- -- 114 01 123.0! 13 1 11.0; 93 - ;PHS 1089.01VID -3 116.31 123.01 127, 11.0: 95 - -- .PHS - - 19.5 - - -- - PHS - ---- - -- 1090.0' -2 - - - - -- 120.31 - 128 01 9.5 9.5: -951 -- PHS 1090.0 MD 2 -- 11781 128 0i 11.9' -.941 92 :PHS -,MD 1089.01MD -2 _ 118.181 12801 -- 12 2; 9 51 92' .PHS 1090.01MD -3 112.21 123 01 12._81 11.01 91 - -- 'PHS 1091.01MD -3 61 11461 -- 123.01 12.6, I 11 Oi PHS - - ... - 1090 01 MD -3 110.8', . _ 1-2-30-- 23 0 1-2b. - 11.0''. _93. 901 - PHS - - -- - - -- 1090.O;MD -3 - - -- 112 0' - - 123 0; 12.3 - 11.0 - 91 PHS 1090 0!MD -3 111 2' 123.0 11 7 11 0: 90 PHS 1089.01, MD -2 115.6 128 0 10 8, 9.5. 90 PHS 1090.01 MD -2 117 3', 12801 9.81 9.51 92 - PHS - - - 1091 OIMD -2 - -- -- 116 51 - 128.0: - - 10.3; - - -- 9951 -- 91 PHS 1091.01MD -2 118.01 - 1.061 9.51 -92 PHS 1091.0 MD -2 116.1 ! 128.0', 10 4; 9 5, 91 'PHS_ 1094.0jMD -3 11061 12301 1211 11.01 90 PHS - -- - -- 1096 O;M-3 -3 108 2 - 1 - -- 9.3! 11.01 88 PHS - -- ---- 1096.0IMD -3 -� 112 3 12301 9 -- -91 PHS 109101MD -2 11651 128.01 -_..- 10.71 9.5. ' - 91 :PHS ' 1092.011VID -2 117 3i _ - -, 12801 10 8' 95i 92 --- - PHS - 1092.0jMD -2 - - -- 11861 - - --- 1280i -- 11.1 ---- -- - 9.51 -- - 93 PHS 1092 0IMD -2 116.81 128 0. 10.81 9 Sj 91 'PHS - - 1092.0'1MD -2 - - -- 11651 128 0; 10 9; 9 5! - 91 P093.0 :_ HS --- - 1 - I MD -2 117 5! 128 0 11.1 ; 9.51 92 _ - PHS - - - -- -- - -- 1091.01MD -2 - -- 11721 - 128 0 - --- 11.01 - - -- 9.51 - 92 ;PHS 1091.01MD -2 119 2; 12801 10.9: 951 93 PHS -- _ _ 1092.0 MD2 118.1 128 0'1 1061 9.51 92 PHS 1093.0 MD -2 117.6 128.0! 11.61 95 92 iPHS 1093.011VID -2 11931 128.01 11 0! 9.5 93 ;PHS 1094.01MD -2 121.5; 12801 11.21 95. 95 Page 5 of 26 1� -j SUMMARY OF FIELD DENSITY TESTS Test # Test Date ' Test of Location Elev Soil Type Field Max Field Opt Compaction 162; 5/30/2008,CF PHS 1094.0', MD -2 116.4; 128.0 105', 163; 5/30/2008'CF PHS 1094 O1MD_2 - -- 3' 128.0 10 8•. 164 513-0/2066, CF PHS - 1094 0 MD -2 _118 119.5; 128.0 11.1 165: -- -- - 5/30/2008,,CF PHS 1094.01 MD -2 - - -r- 119.8, - - 128.0 - 109, 1661 5 /30 /20081CF 1PHS 1094.01MD -2 118.3' 128.0 116: 167 5/30/20081 CF ;PHS 1095.OWD -2 128.0! 11.2_' 168 5/30/20081CF ! PHS 1095.011VID -2 _117.81 1180', - 128.01 105; - __169 5/30/2008iCF -- PHS -- - -- 1095.O�MD -2 _ 114.6; 128.0: 111; 17_0! 5/30/20081CF -- !PHS - 1096.011VID -2 - -- 120.61 128.01 10.81 171; -- r 5/30/2_008!CF - -- -- PHS l 1095 0 MD -2 _-_'- 119.6'x, - -- -- - 128.0 - 11 ' 11 3: 172' S/30/2008iCF C PHS -- - 1095.OIMD -2 - -- - -- 115.4 128.0; 1 6 116; 173 - 1 - 5/30/2008:CF - - - -_ -_ -- PHS - - 1 - ...- 1097 0'MD -3 - - -- - - 110.6' --, 123 OI 12.4; 174 5/30/2008!CF PHS - - - 1097.01MD -3 -- - - - °- - 112 51 - - - -- 123.01 - - ---- 12.3 175 5/30/2008;CF PHS 1096 OMD -2 118.61 128.0 10.4 17_6_ 5/30/2008 CF PHS 1097.0 rob -2 117 8. 128.Oi 9.81 177' 5/30/2008' - CF -- PHS -- - -- -- 1097.01MD -2 - -- - - - 116.2; - -- 128.0 -- 10 3 178; 51MM008!CF ;PHS 1097.O1MD -2 117.0' 128.0 108; - 179 - - - - - -- - - - - -- 5/30/2008 :PHS_ _ - -- 1098.O1MD 2 - -_ -_ -- 115.81 12801 8_91 180; 5/30/20081CF CF PHS 1099.0,MD -2 11521 1280; 9.8 _ 181 ; 5/30/20081CF iPHS _---- !, 1098.0 MD -2 11561 _ 128 0' 9.61 182'. 5/30/2008 CF ,PHS 1099.0!MD -2 116.9! 128.0'1 10.2' 183_1 _ 5/30/2_0081CF PHS - - -_- 1098.0!MD -2 - - -j 118.61_ - 128.01 10.8 184' -185. _ .:. 5/30/2008iCF -- - -- -- - !PHS - 109801MD � -2 _- -! 115.41 128.0' - - -- - -- -, 123 5/30/2008jCF PHS _- 1098.O;MD - - 09 I - -2 - - 117.1 I - 128.0; 11.51 186' S /30/2008iCF PHS -- 109_9.01 MD -2 - -- - -- - - 118.7;' -- - - -- 128 0. 10.6 187 5/30/2008' CF PHS -- 1099 0,'MD -2 _ 120.6- 128.0 - 10.6 _ 188' 5/30/ 30/ 20081CF - PHS - M 1099.0D -2 - - - = 118.9] - - 128.0! 10.3 1891 5/30/2008,CF --- PHS -- - -- - - -- 1101.O,1VID -2 - - - -- -- 119.7x,_ 128.0' 1081 190 5/30/2008 :CF PHS _ 1098.01,MD -2 _ 120.6; 128.Oi 10.6; 191 5/30/20081CF ;PHS - 1099.OjMD -2 118.81 128.0; 10.9: 1921 - 5/30/20081 - MD_2 _ 115 2 I -- 128.0: _637 _ 193; 5/30/2008' CF PHS -_ -__ 11000.0 ;MD -2_ _ - _- i 1168; _ 128.0 10 3 - - , - - 194;- -- 5/30/20081CF PHS _ 1100011VID -2 117.51 128.0; _ 10.01 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 6 of 26 9.5 91 9.5- 92 9.5: 93 95- 94 6-.5-F 92 9.51 - 92 -9 6 - -9_0 -_94 -9-.51- 9.51 93 9.51 90 11 0' - 90 11.0! - 91 _6 *5;_ 93 9 5 92 -9.51 - -91 9.51 91 9.51 --90 9 5, 90 9.51 - 91 - 9.51 93 90 9.Si 91 9.Si - 93 9.5; 94 9.51 -- - - 93 9.5! 94 9_5.1 -- -- - - 94 9.5 93 95 -- 90 9_ .51 91 - 9.51- - 92 t � r�� r ■� ri r r r r r ■� � r� r r r SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction - 1212 195, - -- ---- -- -- -- "CF 5/30/2008 1212 S PHS - 1212- 1099.O,MD -2 1212- 1212 1 . - 118.0 1280', -"" 10.6 9.5 1212- - 92 196' 5/30/2008,CF PHS- 1100.O!MD -2 - 1212 119.81 - 128.0; 10.9: 9.51 94 _.. - - 197 - 1212 1212- 5/30 /2008ICF PHS - - - -- 1212- 1100.OjMD -2- 1212 1212-- 122 8 128.0, 10.5 9 5 ---- 96 - 198 - - /3 5/30/2008'CF 1 12-12 - PHS - 1101 0'MD 2 118 3' " - "- 128 0_ - 11 2; -_ 199 - .. 5/30/2008:CF PHS -I--- - 1100.01MD -3 - -- 118.6; 123.0 109, " _9.5 11.0 - 200' 6/2/2008iCF - - :PHS =- _ 1102.OiMD -2 11791 128 128 Oi -- 10.6', - - --- -1212 9.51 - --96 92 2011 1212 1212- 6 /2 /2008iCF - - ;PHS 1212--"- 1102.O1MD -2 120.3; 12 128.0; - 10.6' 9.51 _ _ _ 94 1212 - -2021--- 02 - 6/2/20081CF _ PHS 1101AIMD -2 _ _ 117.01- 128.01 11 4 _ 951 - 91 203, CF -" 12, 1101 0 MD -2 118.9! 128 0; _1212 11.81 _ 9.51 - 1212- - - 93 -__ 204;•_- _ _ 6/2/2008 CF "'PHS WFS - 1212-- 1100.0 MD -2 i _ 1212 117.2. _ 128.0'; _ _- - 13.1 ! - _- 9.5 1212_ 92 - 2051 _6/2/2008 6/2/2008'iCF -PHS !PHS -I 1212 - 1100.OjMD -3 -1212 112.3; 1212_ - 123 0; _ ____ 12.2 11 Oj - - 91 206: 1212-- - 1212 " 6/2/20081CF - -- 1212-- 1212 1212 1212 - 1212-- !PHS 1212- 1212 - - 1212 1100.011MD -3 - 1212 - - -- 1212---- - -1230- 110.6; 12 12 -- 1212-- -" 123 0; 1212-- - - - -2 12.6; 1212.. - - -- 11.01 -" --� - -- 90 -- - -- 207; 6/2/2008!CF !PHS 1100.0 1MD -3 111 "8i 123.01 13.5; 11 OI 91 1212- 1212 1212- 208� - 6/2/20081CF !PHS - 1212 1212-- 1212 1100.0; MD -3 1212 112.61 1212 1212" - 123.0] -13.1; 11.0! - 92 1212-- 209; - - 1212-- 1212 6/2/2008;CF 12 12 - - -- :PHS 1212-- 1212 -- - - - 1102.OIMD -3 - - -- 1212-- 115 "5! 1212 - - 123.01 1212 1212 1212--- 11.31 1212-- - 11.0'1, - -- 94 1212 01 21 6/2/2008,CF PHS 1212 1104.O,1 MD -3 1212-- 116.31 : 1212- - 123.0; 11.6: 11.0 , 95 211 6/2/2008. CF 1212 PHS - - - - - 1103.0 MD -3 - 1212-- 1212 - 113.5; 123.0; r 13.1! 9 - 212. /2 - 6/2/2008; 1212- - .PHS 11030 MD -3 _ _ 113.6 123.0 1 12_5' 213', ICF 1212- - 6/2/2008 C_F PHS -1 1104.0MD -3 112.2 123.0! - 12.1' 1212 -r 11.01 1212 91211 2141 ;CF PHS 1104OIMD -2_ 119.3 ii _ - :1212- - - 215 _6/2/2_008 6/2/2008,CF PHS 1103.0 M 3 D 1212 - 110.6''_ 123.01 ' 13.41- 19 -01 90 2161 - 1212 -I- 6/2/20081CF -I 1212-- 'PHS 1212 1212 1212 1104 01MD -4 10861 119 0' 13 1: 12.81 91 1212 6/2/20081CF _ PHS --1212--- 1104.0IMD -4 -- 1212-- 107.4 1212 119.0 - 1212- - 13.6' - 1212-- 12.51 1212 1212-- 90 - _ -r 1 218: - 1212 1212 - 1212 -- 1212 - -�- 1212 6/2/2008 CF - 1212-- 1212 - PHS - 1212-- 1105.O1MD -4 1212 110.2 1212 '1212 119.01 - -�- 1212 12.8 - 1212-- -• 12.51- 1212 - --- 93 1212- 2191 - - 6/2/20081 CF �" PHS 1105.0' MD -4 110 8 119 119 01 - 13 0 i 1212 12 5! 1212 1212 93 93 220; _ 6/2/2008 CF -- 1212-- 1212 1212-' PHS - " _ _ _i 12 12 - 1106.01MD -4 - -- 1212'- 1212 108.7 119.01! - 12.61 12.51 _ - -91 221 6/2/2008;CF PHS 1105.0;MD -4 1212-- 1212 111.1! 119.0' 1212 13.5•. 12.5' - - - - -- 93 - -... 222 .- ' 6/2/2008, CF PHS 1212-- 1106.0•MD -4 12 12 -ii.v - 1212 - 112.31 1212-- 119.01 1212-. _. 12.5 --.51 125; 1212 - - - -- 223 6/2/2008 CF 1212 PHS 1106.0 MD -3 113 4; 123.0; 12 81 - - -- 11.01 _94 92 224 6/2/2008!CF 119.0 15.2 12.5 93 225 08; 6/2/20CF -_ PHS 1107.0!MD -4 1212--- 1146 1, - 119.0 , 1 113.6! 12.51 96 - 1212 - 226• " 1212- 1212-- 1212 6/2/2008:CF - :PHS - 1212 1108.OiMD -4 111.3{ 119.0! - 135; 1212- 12.5' 1212 - 94 227; 1212 6/2/2008!CF - 1212-- 1212 PHS 1212 1212- 1105.0!MD -3 1212-- 1212 114.21 1212-- 123 0'1 - 1212--- 13.21 12 12- "1212-'- 11.01 - - 93 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 7 of 26 n SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt i Compaction 228' 6/2/2008 CF PHS 1106.O;MD -3 116.31 1230 128, 11.0; 95 229r PHS 1105.OIMD-3 115.7! 1_23.0 134 11.Oj 94 230 6/2/2008!CF ;PHS 11060;MD_ -3 114.4' 123.0 131 11.01 93 2/2 6/008;CF 'PHS 110401MD -3 113.8 123.0 12.3' 11.01 93 _23 _1. 232 6/2/200 8 CF PHS _ ___- 1107 0'MD -3 _ 112.6 123.0' 126 11 0' 92 2/2 33 6 /2008iCF PHS 11080WD -4 108.0 1190, 14.0 12.Sj 91 234: - - - -- 6/2/20061!& PHS - - - -- - - - -- - -- - -- 1108.O MD-4 - - -' -- 106 61 - --- 119.0' - 14 8 12 5'', -- 90 2351 6/2/20081CF PHS 1108 0!MD -4 107.2; 1190i 13.9 12.5! 90 -4 109.2! 119.0 138 125' 92 237 6/2/2008�CF PHS 1109.0'MD IMD -4- 1102'; 119.01 13.6 12.81 93 _____, _ -. 238; ____ - ___ -___ 6/2/20_08iCF - - PHS - -- - 1109.O1MD -4 - - 107.31 - - -k- 119 01 - 15.0 -- -- 12.51 9_0 239; 6/2/20081 CF IPHS 1107.OIMD -4 107.6i _ 1190: 15.8 12.51 90 240; 6/2/2008 CF - - -- PHS - 1108.OMD4 - - -- - 107.2] 119.0; 1 149 125k - 90 -- -- 241 - - -- - - 6/2/2N MU - - -- - PHS -- -- - - -- -= 1109.OIMD -4 -- - ---i- - 106.61 - 119._0', -- - 15.8 --- 12.51 90 242 6/2/2008,CF PHS 1109.O1MD -4 108.3__- 119.0'. - 14 8 12 5'', 91 243; 6/2/2008 CF PHS 1110.OiMD -4 1102; 1190; 14.9 12.5; 93 244 6/2/2008 CF PHS 1111 01 MD -4 109.0, 119.0 14 2 12 5 92 245' 6/2/2008 CF PHS 11090' .MD -4 - -- ' - 106 8. - 119 0'' - -- 14.7; _- 12 5; 90 246 6/2/2008!CF PHS 111001 -4 1.10.3 119 0 16.2 12.5; 93 247 6/2/2008' - - i_ _MD 11100 MD -4 108.6' 1190 . 15.3 12.5 91 248. - - - -,CF 6 /2 /2008'ICF _IPHS -_ PHS - -- - -- -; 1110.0;MD -4 -- - - - j- 1104; - -- ---'!- 119_.Oj - 16.3: _ 12.5, 93 - - - - 249; 6/2/2008 CF - - - PHS -, - -- � 1110.OiMD -4 -- 109.5 - 119.0; 164 16 I 12_5 92 - - -- 250 6/2/2008,CF PHS - 1110.01 MD-4 - - -j 110.7; - - - --- 1190; 14.6'. -1 - 2.5 93 251: 6/2/2008; CF PHS 1111.01MD -4 109.7; 119.0; 14.8 12.5i 92 2521 6/2/2008,CF HS PHS 1111 0 MD -4 106.71 119.0, 4 14 9 12 5 i 90 253: -- - - -- - 6/2/2008',CF PHS - - - - -- 1111.0 IMD -4 - -- --1 - 107.5! - - -- 119.0' 153 - -- 12 51 90 254 6/2/2008 CF PHS 1111 OiMD -4 109.3; 119.0; 14.4 12 5j 92' 255 6/2/2008 CF PHS 1111 0!MD -4 110 0 1i a.0 14 5 12.51, 92 256 6/2/2008 CF PHS 1112 0'MD -4 108.6 119.0'. 14.8 12 5; 91 257 6/2/2008 CF - - PHS - -- -- 1112.0!MD -4 - - 1066 - 119.0 -- 15.6' - - 12.5 --91 90 258 6/3/2008 CF PHS 1112.O;MD -4 108 2_ 119 0 14.4 12.5 91 259 6/3/2008'CF PHS 1112.01MD4 110 2 119.0. 1-- 14.8 .5' 12.Sj 93 -- 260 - -- -08 -C 6/3/2008!CF - -- PHS - --- -- 1113.OiMD -4 - - - - - -- 109 9i - - 119.0! 15.1' 12.5; - 92 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 8 of 26 t,rki a�;t SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field 261. 263. 264 265' 266, 268 2691 270� M 272' 2731 2741 275, 277 278: 279 2-66 282 282 A 281 2.83: A 284 284 A 285 286 287 288 289 6/3/20_081 CF 6/_3/2008: if F 6/3/20WCF 6/3/2008 CF 6/3/2008 CF 6026M CF- 6/3/_2008' C F 6/3/20081CF 6/3/2008:CF 6/3/20081CF 6/3&W-CIF 6/3/20081CF 6/3/2008'CF 6/3/2008!CF 6/3/2008!CF 6/3/2008 CF 6/3/2008:CF 6/312008tCF 6/3ifob8 u 6/3Tnm'cF &M-668 & 6/3/2bwcF 6/3/2008 CF 6/3/20M CF 6_/_3/2008 CF 6/3/2008', CF 6/M668 CF 6/3/2008' CF 6/3/N08 CF 6&2606 CF 6-omba CF 6/3W08:CF Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp PHS 1113.61 M D4 - 1251 .0 Pws 1114, 0 1! M D-4 - -------- 111.2' --- 119.0 PHS, 11 13.OiMD-4 -10-8 Yi- 119.0 PHS 1114. 0 1 M D-4 1112 119.0 PHS 1114 0'', MD-4 110 3' 1190 PHS 11 14.6:IVID-4 1140; 119.0 PHS_- _ 11 -1-4 0- -MD--4- -11-1.2-1- - -11-9 0 PHS - - - --- 1114 0JMD- 4 H1 3.l3 1190 PHS 1115.011VID-4 108.61: 119.0 PHS 1115.01 MD-4 1073'1_ 119.0 PHS 11 15.0j MD-4 109�1 1 119.0, :PHS 11150 MD -2 115.3'______128.0;_ 11 01 'PHS. 1115.0 MD-2 116.81 128.0. -PHS 1117 01MD-4 111.4! 119.01 PHS 1116.01MD-4 110.5' 119.0! P lis 1116. LM D-3 112.3; 1123.0� ,PHS -0 1116.0:MD-3 110.6: 123.0i PHS 11160!MD-3 ---- -- 1T3.6 f2D Oi PHS 1116 O�IMD-3 1T2 8. 123 O PHS --F1 17 0! MD-3 111.7 -T 123.0 ,PHS -1-1-1-8 01 M D-3 1-1O 8 0 PHS 1117.OIMD-3-------------10-9-2-- 1230 PHS 1117.011VID-3 110.6' 123.0 pks -TI 17 -O'N D 3- 10731- 123.0 PHS 1117 01 M D-3 110.91 123 01 PHS 1117 01 MD-3 108 1 -: 1 23 o 15H§ l I ff OVID-3 1136 121 PHS 1118 0WD-3 112 3' 123 0: PHS 1118 01 MD-3 1123! PHS Tifb.b�!-M-D-3 110.8;i .123.0 123.0 PHS 18 ! MD 0 11 -3 116.V 123.0 PHS 1118 ol-Mb--3- 114 J§, 123.0: PHS 1119 0WD-3 117.6: 123 O� Page 9 of 26 14 4-' 131' -f4 9: 14 1 13.6 125 13.4 14.1, -1-f. 8: - - - fO-4' 10.7 12 1 12.7 12.9 1T8- 12.5 12.9 131 13.4 13.6 13.2 128 1-2-6. 11 5- 11.8 1-1-9- 11.8 120- 11 9; Opt , Compaction 12.5 1! - 1251 --91 93 125'- 91 125 1 - 6*3 12 5: 93 125 96 n 12.5; 96 12.51 91 12.5_1 90 _T2.51 92 9 51 90 9.51 91 12 94 12 51 93 11 9-f 11.01 90 1-6: 92 6'- 92 11. 0;. 91 11 b� -w 11 01 89 11.01 90 11.01 87 11.01 90 11 01 86 11.0� 92 11.01 91 11.0: 91 11 01 9-0 11 11.Oi 93 1� 1 rn- SUMMARY OF FIELD DENSITY TESTS M M M 1=1 M i Test # Test Date Test of Location Elev Soil Type Field Max Field Opt I Compaction 291 6/3/2008!CF PHS 1119.01MD-3 115 31 123.0! 12.2: 11 0� 94 S --- -1-1-6.T, -1-230-�- 2K 6J3 20N 'CF- PH 12.5 11 0! 95 M' 6/3/2008fCF PHS 11 19.0!WD-3 114-.211- 123.0' 12.9! 11. 0 93 264 6/3&08 -111.9] Uld: 1-3.1 11.0'; 93 295: 6/3/2008'CF PHS 1119.0;MD-3 115.6: 123 0 11.6 11.0! 94 296: 6/3/2008, CF PHS 1118.0WD-3 1161'• 123.0! 11.2 11.0, 94 2-97 6 f3iff-0 8 PHS 1119.0 MD-3 1142, 123.01 127' 11.0! 93 -- 2 9 8 ; 6 i 3 i 2 0 0 8 : C F PHS. 1120.0WD-3 3.91 -1-2-310-i 1 2 4 11.0' 93 -2-99! -6/-3iM-081CF :PHS 1 T2-0.O MD-3 114.6i 123 O� 12. 0 11.0; 93 300: 6/3/20081CF PHS 1121 0 MD-3 112,5: 123 O� Q-01 1-1 0-i 91 301 6/3/2008! CF 'PHS 1120.0 MD-3 110T, fl. 6 1 1 11.O 1 90 -TlM 0 3 111.11 123 0; 12,7! 302' 6/3/20081CF PHS fi 0 90 303: 6/3/2008iCF PHS 1119.0 MD-3 114.11 123.6-- --- 1-2 51 1TO 9-3 304, 6/3/2008;CF PHS 1119.0 1 MD-3 114.3, 12301 12.7: 11.0! 93 305 6/3/2008; CF PHS 1118 0!MD-3 11261 123 0' 12.9,- 1-0: 92 nd 6/3T20-08'& PHS 1120 01MD-3 110.9i 123.0! 129 11.01 90 307 6/3/2008 u PHS -1-1n.-0!`M-D--3- 11-3. 5! 123 0: 11.3. 11.0. 92 N-8 M-iffod ciF PHS 1121 0!MD-3 1126 1-23-0-, 1 - 1.5 11. - 0 9 - 2 369 66nn'tF PHS 1122.O!MD-3 113 1230' U.3 11.0 316 6/Y/2om & PHS 1121 -6-77.Wff_3 114 - 3 123 - 0 U 8' - Oi 93 311 6i3/2008 & PHS 11 22 -6-'MD 33 -115-T--- M 6 ii-i lib. 312 6/3/2008'''u PHS 11-20-.Oi MD--3- 112.81 123 Oi 12 .. .0; 11.0, 92 313 61 ff/068-'CF PHS 1121 01MD-3 --- -14.6 1 123.01 12 31 11.0; 93 314 6/3/2008 CF 'PHS 1119 0 1 M D-3 111.01 123 0: 13.4: 11 0:; 90 31 6/4iZ008 CF PHS 1123.01MD-3 116.2! 123 Oi 12.31 11.01 94 0i 316 1122 0JMD-3 114.01 123.0! 12 8' 11' 93 317 6/4/20081CF 'PHS 1121.0 MD-3 ­ 114.31 -1-23.0-7 12.3� 11.0! 93 318 6W2-00U PHS 112&0!MD-3 110.6! 123 - 01 13 2' 11.01 90 319 6/41200'CF P-§- -1121 6-!MD-3 --T1 1.61 1-230- 14.1 - fl. 6;i 9-1- 326: 6/4-/2008:*CF PHS - _11220 '�MD -3- --- -1-1241. 123.0! 1 . 4.3 1 - 1.0;, 91 321 6W2006 Cr PHS 1121.01MD-3 111.9 -1-23 b. 13b 11.0: 91 M 6i4&08 CF PHS 1121.01MD-3 111 8 123.0 119 ii.o 91 M 6w2008 u PHS 1122.0,1MD-4 111.2. 119 0;. 14 0:1 Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 10 of 26 �i M M 1111=11 M = = = M M O IMI M = M = = = = M SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type 1 Field 1 Max Field I Opt Compaction 324: 6/4/20081CF _'PHS 1 1122.01MD-4 107.3i 119.0; 1461 1251 90 ---------- 3251 6/4/2008iCF - 1121.01MD-4 I ill 31 119.0 13 4i 12.51 94 326i 6/4/20081CF PHS 1122.01MD-4 1 11071 119.01 13.1 1251 93 3271 6/4/2008!;CF �PHS 1122.01MD-4 1124� 119.0!! 12.8 .51 94 328: 6/4/2008 CF PHS 11230 1MD4 1 111.7' 119.0i 13.8 --------94 1 -3f91 6WW08! C F --- ;F �HS 11230 112.6! 119.Oi 13.6 95 330i 6/4/2008 1 CF PHS 1122.01MD-4 I -1-1-9.01 ------ -13. _125'1 .51 I 95 331' - - --- 6/4/2008 CF PHS -.-. 1122 OVD-4 1 -1 -3.-8 1-2 -5-1-- --96 332� 6/4/2008:CF IPHS_ 112.41 119.0! 13 1 12.5: 94 3331 6/4/20081 C�- HS 1123.0�MD-2 12-0.1 1-28-0 -9.51 94 3341 614/20081CF PHS 1123.01MD-2 1 118.31 128.0 .-10,6;-. 10.71 9.51 92 --p-3M T 6/4/2M8-!-C-F- -';S 112110- MD -4 311 119.01 14.81 5' 92 336! 6/4/2008 � CF 1PHS 1121.01MD-4 1 11161 119.0; 13.81 12.5 � 3371 ---- 1-C-- - --[PHS 6/4F2008 F 1121.01MD-4 i 11081 119.01 -1- 151 -12�- 5.1 0- 338i 6/4/2008!CF PHS 1122 01 MD-4 112.5� TT-9-6� 132 12.51 95 - i- 339 . - ---- ---- 6/4/20081CF 'PHS 112001 MD-2 ---- 122.31 - -- 12801 --. - -- -'§-.-5 F 346: CW2-008i& �PHS 1121.01MD-4 -- -110.21 119.0i -8-6;--- 12.51 93 341- 6-/4/-200 8: C F PHS 1123.01MD-4 ll&61 119.O! • -14.8i 15.1! 12.51 93 3421 6/4/2008 CF PHS 1124.01MD-4 --- - - --- ill 31 1 - - -- 119.0: - i �. 61 -.- U51 94 343' 6/4/2008 CF PHS 1125.0 - 1 M -D4 -11 -3,61 11901 13.21 12 -5 1! 9-5 344 6/4if6-08iCF PHS 1123.01MD-2 11 . 7.2 128.Oi ------ -92 346 6/4/20081CF -PHS 1123.01MD-4 ll -18 116'.61F I ---- -94- 125! 347! 6/4i-2F0WC-F 1 PH-S ----i 1-123.01MD-4 VTOTI-1-19.0i -137;- 12.51--- --93 348: 6/4/20081CF IPHS 1125.01MD-4 111.5 19.0 12 5! 12.51 94 349 6/4/2008!ICF iPHS 1123.0 MD-4 112.41 _1 119.01 13 81 12.51 94 3501 6/4/2008'!CF :PHS 1124.01MD-4 111.21 119. 01 1321 12.51_ 93 351 6W2508 CF PHS 1125.0 MD -2 118.4; 12-8-0 --1-1.-0- 1- 9 51 93 3U 6W2-00 8:-C F P HS-__ 1124.01MD-2 11741 128.01-- 11.31 9.51 --62 S 1120.01MD-2 119.31 128.01 11.5 9 5; 93 354 6/4/2008 CF 1122. O'� M D-2 1 56F-----T2�8Oi lu:- 9 5: 90 355 6/4d6ba CF .'PH-S--. 1122 011MD-2 116.3:11 JZ6 �i 1-0.1-1 -9. 51 91 356- 6 / 4 i2 6 -0 -8- : -C F -.-PHS--- PHS 1-1 -24.0 1 M-D --2 11&0! 128.01 11. 0 ' 951 2 357 6/4&08.CF .P.H�- - - 1124.01MD-2 7-17--6T-----1Y8-.67-- 1661 - �-� 1 _ 92 Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 11 of 26 ® WI M e o ® ® ®® o SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location - -- - - - --- - -- 358! : - -- - -- - - - - -- 6/4/2008 CF 359; 6/4_/20_08�CF 360 6/4/2008'CF 361, -6/56j-08' CF 362 6/5/2008'CF 363 65/2008 CF 364 6/5/2008 CF 365 6/5/2008 CF 366' 6 /5 /2008'CF 367; 6/5/2008; CF 3681 6/5/20081 CF - 3_691 6/5/2008 CF 370' 6/5/2008'CF 371 6/5/2008',CF 372; 6/5/2008!CF 37_3 6/5/20_08 CF 374 6/5/2008; CF 375 6/5/2-0-0-8- CF 376 6/5/2008 CF 377 6/5/2008 CF 378 6/5/2008 CF 379 6/5/2_008' 08 CF 38_1. 6/5/20 CF 382 6/5/2008!CF 363', 6_5/2008',CF 384 6_/5/2008 CF 385' 6/5/2008; CF 386, 6/5/2008'CF 387' 6/5/20081 CF 388 6 /5 /2008'CF 389 6/5/2008 CF 390 6 /5 /2008'CF 391 6/5/2008 ; CF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type Field Max Field Opt Compaction ! PHS 1123.01MD -2 121.41 128.011 10.41 9.5i 95 PHS 1123.0!MD -2 119 1 1280 11 0; 9 51 93 PHS 1123.01MD- 2_ -_ -- _ - 120.6; 128.0- 103' 9.51 -- 94 -- PHS -- 1123.0 MD -4 109.5,' 119 OI - 13.81 - - 12 5I - 92 -- PHS _ _ - 1123 O,MD -4 _ 111.3', - -_ 119.0' _ 13.7 _ _ 12.5' _ _ 94 PHS 11240 ;MD -4 111.6_ 1190 132. 94 PHS 1124 O MD -2 118.3. 128 0 10 8' 9.5i 92 PHS 1124 01MD -2 - -- - 117.9_', - - - 128 0' 10 6; 9.5; - - 92 PHS 1124.0;MD -2 _ 119 7: 128 0, 10.1 , 9.51 94 -- P_HS - - - 1123.0;MD -4- - - - 112 2; -- 119.0' 13.0 12 5 -- 94 PHS 1124, MD-4 111.41 119.01 134' 12.5; 94 PHS 1125.C!MD -4 10981 119.0! 12.9 12.5; 92 PHS 1123.011VID -3 114 3,' 123.0' 13.5'', 11 0, 93 PHS -- - - 1124 0 MD -2 - 120.3, , 128 0.- _- 10 4; -- 9.5; -- - - - -_- 94 PHS - - -- � -- 1124.0 MD -2 -- - 119.6 - 128 0, - -- 10 8: - --- 9.5 - -- 93 -- PHS - - -- 1123.01MD -3 - -- _- -' -" - - 114 2' - 123.01- 11.0' 11 0 - 93 -- - PHS 1123.0 MD-3 -- 115.1; -- 123.0' 11 4 11.0', 94 PHS 1124 0!MD -2 - - -- - 119 8' - -- 1280 - 104 -- -- 9.51 93 PAS -1 M.01 MD -2 1196 1280 103 9...51 PHS 1123.0 MD -2 --- 118.6, 128.0 10.9' 9.5; 93 PHS 11240 MD -2 116.8 128 0. 11 2 951 91 PHS- 1124A�MD -2 1161!- 12801 105 951 PHS - 1124.0MD -2 1156', - 128.0' 10_.2' 9.Sj - -91 90 PHS ! 1124.0 MD -2- -- 117 3 128.0 9.5; 92 2 - -- - _ _ - -- 1 - - -- - --- -- -- -- - - _10.4, - - - - -- PHS 1124.0 MD -2 118.0- 101: 9.5 92 - -- - - - - ---- - -1 - -- -- - -- - -- 1 - - -- - - -- - - - - - -' - 128.01'' - - - - -- 10.8 �, - -1- 9.5 - 91 PAS 1124.OMD 2 -- 118.2 _ 128.0 -- -- - 11 8 - --' 9.5 - 92 PHS - - _ - - 1123 01MD -2 _ 115.2 -- 12801 _. - 10.3' -- 9.5 j -- 90 PHS - - 1123 0!MD -2 - - - - -- 117 61 - - -- - 128.0' - - 10.2': -" -i 9.5! --_ 92 - -- PHS - --- - - 1123.OIMD -2 - -- -- 116.8 - - -- 128.0; -- 108 9.5, -- 91 PHS 11-- O MD -2 115.41 128.01 11.2' 9.51 90 PHS -- - ----- - - --- -- 1123.0 MD -2 - -- 117.2' 128.0' -- 8.9' - -- 9.5 - -- 92 PHS 1123.0;MD -2 118.2! 128.0' 10.8 9.5; 92 Page 12 of 26 rAll�o SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location 393! 602160 -001 394 6/5/2008;CF 395: 6/5/2008!CF 396' 6_/5/200 u 3W: 6/5/2008 i CF 398: 6/5/20_08 ; C F 399 6/5/2008 CF 400 6/5/2008 CF 401 6/5/2008 CF 402 6/5/2008 CF 403 6/5/2008.CF 404 6/6/2008,CF 406 6/6/2008'CF 407 6/6/2008'CF 408. 6/6/2008 CF 409' 6/6/2008,CF 410 6/6/2008'CF 411 6/6/2008' C F 412 66/2008-CF 413 6/6/2008 CF 414 6/6/2008_ CF 415 /2008 6/6. CF 416 6/6/2008;CF 417 66 /2_008'CF 418 6/6/2008',CF 419:_ 66/2008',CF 420 6 /6 /2008!CF 421 6/6/2008 CF 422 6/6/2008 CF 423' 6/6/2008•CF 424 6/6/2008 CF 425 6/6/2008 CF 426 6/6/2008,CF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type Field Max Field Opt Compaction PHS - -- 128 0'- 9 6! 9.51 -- 93 PHS 1125.0 MD -2 116.0 ; 128.01 11.5' 9.51 1 91 9 - - -- PHS - - -- -- - 1125.01MD -2 --- -01 117 5 - 128.0 11.0! - - 9.5- -- 92 PHS 1125.0iMD -2 1160' 128.0, 10+21 9.51 91 PHS 1125 01M6-2 115.6' 128.0 10.21 §-51 90 -- - PHS - -11-2 5.0 MD -2 - - -- ---- 115.4, - -- -' 10.8 --' 9.5 - 90 PHS 1125.0!MD -2 11521 _128.0 1280 105 9 51 90 -- PHS - - 1 En 0:MD -2 -1-15-0- -- ! 128 0 10 0' 9 5' - -- 90 PHS 11250MD -2 114.8. 128.0 9.4 9.5'. 90 PHS 1124 O;MD -2 118 2 126'b 120 9 5 92 PHS 1122.0 iMD -2 117 4'. 128 0 11 3 9S 92 P - HS - - - - -- - 1125.O:MD -3 111.3 - M.-b-- - 122 2 - -- 11.01 90 PHS 1125.0!MD -2 119 21 1280 11 7 9 5, 93 PHS 1125 0 MD -2 - -- 11-8.4: 12 8.0 1 6, b-. 9.5; -- 93 PHS - - -- - 1125.OIMD -2 - -- 116.81 - -- 128.0 -- 10.7' -- 9.5j - -- 91 PHS 1124.0iMD -2 1190i 128.0 105; 9.511 93 PHS 1123.OWD -2 116.8; 128.0 10.7' 9.51 91 PHS 1123.011VID -4 109.7, 119.0 13.6; 1251 92 PHS 1124.0!MD -4 110.31 119.0 13.8, 12.5 93 PHS 1125.0'MD -4 110.81 119.0 12._8 12 5i 93 - PHS - 0- M-- 1123 !D -2 - -- 115 2! 128.0 - -- -- 12 - 9 2 - -- 9 5! - - -- 90 PHS 1125.0',MD -4 106.7 119.0 13.4 12.5: PHS 1125.0 MD -3 1110 1210 11.6 11 01 92 PHS - -5 - 1125.O�MD -3 --- --- -- 112 5; -- -- 123 0 11 8 -- 11 0; - 91 PHS 11250],MD -3 115.6; 123.0 125 11.0 94 PHS 1125.0!MD -3 114.8! 123.0' 12 3 11 0 93 ,PHS 1024.011VID -3 1123, 1230: 11 9 11.01 91 - - PHS -- - -- -- - - - 1123.0 MD -3 - - - --- 113 7, - - -- 123 0 11.7 - T1.01: - --- 92 PHS 1124.0WD -3 111.51 123.0, 12 0', 11 0! 91 PHS 1125.0!MD -3 1136_; 123.0' 118 11.01 92 PHS 1124.0 MD -3 - 113 4''- 123.0 11 4 - - 11 0: 2 92 PHS 1124.0 MD-3 -- 112 6 123.0 11 9 11 0 - -- 92 PHS 1125.0;MD -3 1130. 123.0 _ 131. 11.0; 92 Page 13 of 26 %1t 'J SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 427 6/6/20081CF PHS 11250!MD -3 112.8' 123.01 12.3 11.01 92 428 ' 6666- --- 6 PHS 112501MD -3 - - -' -- 110.6i --- 123.01, -- 13.8 - -- 110 ;- - 90 -- -_/6/2008jCF 429 6/6/2008!CF PHS 1125.0;MD -3 - 110.8; _ --- 12301 -- .... _ 135 11 01 -' 90 -- 4330. 0 6/6/2008',CF PHS _6666 1124 0' IMD -- - 11_9.01 1 143 125 92 431 6/6/2008 CF -- - PHS _ - - --4 1127.01:MD -2 - .1100 1201 128.0'• 11.4 95', 94 432 6/6/2008'CF PHS 1127.0!MD -2 118.6: 128.0' 11.0 9.5; 93 433 6/6/2008 CF PHS 1126 OiMD -2 117.3 128 0' 10 6' 65: 92 434 6/6/2008 CF PHS 1125.0Nb -2 117 3 128 0'' 10-5! 9.5' 92 435 6/6/2008 CF PHS 1126O'MD -2 115.6; 128.04 11 6 9.54 90 436 ' 6/6/2008:CF PHS 112_60'M_D -3 113.0', 1_23.0, 12.51 11. 0 92_ 437 6/6/2008 CF PHS 1126 O MD -3 110.6' 1230 12 3 11 0 - 90 438 6/6/2008 CF 666 PHS 6- 6666 -- 102_5 O +MD -3 111.6' -- --- 123.0; 6666` 12.7 - 11.0' - 91 - " - 439 6/6/2008'CF -- PHS 1125.O;MD -3 - 123 0: 13 0; 11 0; 92 440, 6/6/2008 CF - -- PHS - --- 6666 -- - - 11250jMD -3 _ _112.8' --- 1136111 --- _ 123.01, 12. _ 8 -- 1-1.0! 92 441 6/6/2008 :CF PHS 1125.01MD -3 112.21 123011 12.81, --= 6666 11.0; -- 91 442 - -- 6666-- - -- 6/6/2008',CF - -� - 1125.0 MD -3 111.9, 123 0; �2 q 6666- 11 01 - -- 91 443 6/6/20081 CF _PHS PHS -- 1127.O;MD -3 112.31 - 123.01 12.51 110! 91 - 444 - - - -- -- --- 6/6/2008 CF -- - PHS 1126 0!MD -3 113.01 123.0! 12.3 11.0; -- 92 445 6/6/2008 CF -15-HS -- - - --"- 1126.OIMD -3 64.6 114.6 123.0; 126 11.0; - - - _ 93 446 6/6/2008 CF _ PHS 11260MD -3 _ 115.2, _ -- 123.011 1221 11.0. 94 447 6626 -" 6/6/2008'CF PHS - 6666- - ------1-12 1126.OMD -3 - 611 _ 1230 12.8; 1101 -- _92 448 - - ... 6/6/2008 CF - - PHS - --- -" - 1127.0'MD -3 - - - 6666 -- 113 6! 6666 123.0 6666 12 91 11.0' 92 -- 449 6/6/2008 CF - - PHS 6666 6666 1126 O MD -3 __-- -- 114.5; --- 123.01, 12.0; - - 11 0'. 93 _._ 450 6 /6 /2008.CF - - PHS 6666 1126.0;MD -3 - -- 118.0; - 123.0 118 - _ 11.0; 96 - 451 6/6 /2008'CF PHS 1126.0'MD -3 6666- 11521 - 123.0: - 11.6 11.0 94 452 - 6/6/2008!CF -- PHS - - - -- - - - -- - - 112701MD -3 116.31 123.0 - 11 7' - 11.0; -- 95 453i 6/6/2008!CF PHS 11250JMD -3 1157; 123.0' 11.4; - - 11.01 94 - 454 6/9/2008 CF - - --- -- PHS -- - 1125.OMD -3 - - -- 116 31 12 - -- 123.0' - 11.8 --- 11 0' 95 - 455 -- - _ C_ 6/9/2008 F - HS P 1124 01MD -3 114 8, 1 23.0 --- ' 12.2 1 1.0', -- 93 456: 6 /9 /2008:CF PHS 1125.01MD -3 115.0! 123.0; 124 11.01 - -- 93 457 -- -- - 6/9/2008'CF 6666 PHS 6666- 1125.O;MD-3 1154; 123.0' -.. 12.0 11.011 94 458 6/9/2008, CF PHS 1125 OWD -3 113.81 123.0, - - 11 7 11.0; - -- 93 - - -- 459 - - - - 6/9/2008•CF - -- - PHS - -- --- - - - "--- - 1124.0;MD -3 -- - 6666 -- 115.6, - -- -- 123.0, - -- 123 - - 11 0; 94 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 14 of 26 �.,1 SUMMARY OF FIELD DENSITY TESTS Test # Test Date . Test of Location 460 6/9/2_008_1, CF 461 6_/9/2008: CF 462 6/9/20081CF 463, 6/9/2008iCF 464' 6/9/20_081 C_F 4651 , 6/9/20081CF 466 6 /9 /2008,CF 467 6/9/20081CF 468 6/9/20_O8'CF 469 68'CF /9/200 470 6/9/2_008 CF 471, 6/9/2008' CF 472, 6/9 /2008'.CF 473 6 /9/2008;CF 474 6/9/20081CF 475 6/9/2008CF 476, 6/9/2008'CF 477' 6/9/20_08', CF 478_ 6/9/200_8'CF 479 _ 6/912008 CF 480' 6/_9/2008 CF 481 F 6/9/26M CF 482: 6/9/2008 CF 483 6/_9/2008 CF 4841 6/9/2008' C F 485, 6 /_9 /2008!CF 487! 6/9/2008', CF 4881 6/9/2008'CF 489,` 6/9/2008.CF 490' 6/9/2_008', CF 4911 6/9/20081CF - 492; 6/9/2008!CF 493, 6/9/2008iCF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type Field Max Field Opt 1 Compaction PHS 1124 0 1 MD- 3 - - - -- 112.8; 1230: 12.81 11.0 92 - _- _.._--- PHS .---- _-- _- 1127 01,MD -3 113.01 123.01 124, 11 01 - 92 PHS 1126.OMD -3 114.1' _ 1210, 12-41- 24 11.01- 93 PHS_ 1126.0,MD -3 114.7'', 123.0' 11.5 110' - - -- 93 PHS - - -- 1126.01MD -3 - - - -- -- 112.11 - -- 1230 - - -- 11.6 � - 11 0 j 91 - - -- PHS 1 1123 0 -_, - 110.711 12301 11 0' - 1 0 10.8', - 11_01 - 90 _ 94 PHS 1123 0 MD -2 119.7 _ 128.0; PHS - -_ -- 1124.0,MD -2 -' -- - 118 2; 128.0' 11.1 9 5 96 PHS 1123.01MD -2 __ 117 6 1280 11.0'', 9.5: 92 PHS - 1124.O;MD -3 - -- 115 3i - 123 0. 11.5' ____ 11.01 - -- 94 ;PHS - _ -1124 0 !MD -3 114.6 ! - 23 - 1 0 11.91 - 11.0 -I - -- 93 - -- - -- - - -- -- - MD -3 - 116 3' - -- - 12 6 11 0i _ 95 ._,_.. PHS - 1122.OMD -_3 _ _ - 115 11 _123.0 123.0' - 12.8 -- _ _. _ 11 01 94 PHS 'PHS - - 1123.OMD -2 116.9; _1 128 0; 10 9 9.51 -- 91 - -- --- -- -- 1123 0 MD -2 119 3 128.0 10.81 _ - _ 9 5 93 _ _ __ _ PHS - -- - 1122 01 MD -2 - - - -- - 116 8, - - 128.0 10.7 - 951 -- - -4 91 ,PHS 11121.01MD-2 - 9.51 92 - -- - PHS - - - -- 1125.01MD 2 1 118.31 - 128 0! 11 3 -51 -- 9.5 ii - 2 92 PHS - -- -- 1126 0jMD -2 - -- --' - -- 116.3, 128.0!, !PHS 1124.01MD -2- ' - -� 120.6 1 28.0 1 10.51 9.51 94 IPHS 1124.0 MD-2 8; 01 12801 104' 9.5 9.5 95 PHS 1124.OIMD -3 - 113.5! -28 12301_,.. --- 13.4; 11.01 -_92 PHS 11240'MD -3 114.6' 123.01 13.Oi 11.0; - - 93 - - - - -i 1126.0 MD -3 112 7 1 123.0, 6', 11 01 92 _PHS _ PHS 1126 01MD -3 -_ - 113 0 -- 123 01 - - 12.91 11.01 92 PHS 1127.OiMD -2 120.01 128.0; 1071 9 5i 94 PHS 1127.OIMD -2 - -- -118 3j_ 128.0 1051 951 92 PHS - 1127.OjMD -2 - 1186 12-1 - 1- -. 11 -3.- - .- 9.5; - -- 93 -- - - - .PHS - -- - - 1123.01,MD -2 --- ----- - 11621 - -- - -- 128.01 10.4 - 9.5 91 PHS -- 1077.OI1VID -2 - - -- 119.1'' - -- 12801, 12.2 951 93 PHS 1078 0 � -0j 11 - 1 -- - 92 -- PHS PHS - 2 -- 119.211 128 1 9.51 PHS - - - 1127.OIMD -2 121 01, 128 01 12.0 9.5', 95 Page 15 of 26 SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 494 6/9/2008 CF PHS 1127 OIMD -2 119.3' 128 0; 12 5! 9.5 93 - - 495 6/9/2008;CF PHS - -I- 1127 MD-2 -- 118.7; 128.0 11 7 -- -9.5 9.5': 93 496 6/9/2008'CF PHS _ 1127.O;MD -2 --- 117 5' - -- 128.0' 11.0 95i 92 497 6/9/2008'CF PHS 1127.O1M6-2 119.81 1280 1129, 9.51 _ 94 498 6/9/2008,CF PHS 1127.OIMD -2 122.0; 128.0 11 5', 9 5; 95 499 6/9/2008 'CF P_HS 112701MD -2 117.3' 1280' 8 - 11.4' 9.51 92 500 6/9/2008' CF PHS -MD--2 - - 1127 0 � 118 7 128 0 124, 9.5', 93 501 -- _ - 6/10/2008'CF PHS 1120 01MD -2 _ _ _ _ 1158i 128.0! 11.6 9 5 90 502 6/10/2008,CF PHS 1123 01MD -2 116 5; 128.01 11.8 9.51 91 503 6/10/2008 CF PHS 1123.O;MD -2 117.61 128 0' 11 0 9511 92 504 08 6 /10/20'CF PHS 1123.0 MD -2 118.2' 128.0: 12.1. 9.5; 92 505 6/10/2008 CF PHS 1125 0' MD -4 110.8 119.0, 13.7 _ -- 12 51 -" 93 -- 506 6/10/2008 CF PHS 1125.0''- --- -.- MD -4 - 113.0' 119.0' 14.0 12 51 95 507 6/10/2008 CF PHS 1124 01MD -4 110.5. 119.0' 137 1.2.5: 93 508 6/10/2008'CF PHS 11240!MD -2 119.6' ' 128.01 11.4, -- 9.51 - - 93 --- 509 - - 6/10/2008'CF - - PHS -- - -- - - 1118.OIMD -4 - -- 109 3, - .- 119.0' 14.0' : - - 12 5; - - -" 92 -- 510 -- -- 6/10/2008,CF --- PHS - - -- - -" -" 1111 01MD -4 - - - -- 111 3 -- 119.0'; 13.8, 12.51 - 94 511 6/10/2008 CF PHS 1086.0':MD -4 103.51 119.01 133.2, 12.5! 87 511 A - - -- 6/10/2008, CF - PHS - - -1 -" - 1086.0IMD -4 -- -- - ------- 110.2] -- 119.01 -- .- 13.0! T2-5r --- 93 512. 6/10/2008 CF PHS 1090.01MD -4 114.61 119.0; 1351 12 5: - - 96 513 6/10/2008, CF PHS 1126 01 MD -2 119.2' 12801 109! 9.5, 93 514 6/10/2008 CF PHS 1125.O1MD -2 121 2. 128.0::- 1-0-7- 9..- 5 95 515' 6/10/2008 CF PHS 112_4.OIMD -2 12031 128.0! 10.8 9 5 94 516 6/10/2008 CF PHS 1122.0. MD -2 122.0, 128.0 10.9 9.5 95 517 6/10/2008,CF PHS 11240. MD -2 118.3. 1280 116 9.5, 92 518 6/10/2008 CF PHS 1087 0!M D -2 120.9! 128.0 10.9 9.51 94 519 6/10/2008 CF PHS 1089 0,MD -2 11 82 128.0 11 5 95 92 -- 520, 6/10/2008 CF PHS 6-66.0 - 16.'MD -3 -- 112.2' 1_2_3.0 1 1.81 11 01 91 521 6/10/2008 CF PHS 1098.O,MD -2 117.31 _128.0 10 8: 9.51 _9_2_ 523 - 6/10/2008; CF PHS - 1126.OIMD -2 _ - - -- 1228 _ _ 128.01 104 9.5' -' 96 524, 6 /10 /2008'CF PHS - -- 6' -- - 1126 O; MD -2 118.01 128.01 8. 11.3, - 95'; 92 525', 6/10/20081 - - "- - - - - - -- - - - -6! -- I 8''- 9.51 88 - 525 A 6/10/2008 -_ - -- - -' CF PHS - - 1098.O,MD -2 -- 115 128.0,1 - __ 10 9.51 90 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 16 of 26 y� i r' ® ® M M e ® ® ® M o ® ® = M SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 526 6/10/2008 CF PHS 1097.0•MD -2 116 8 128.0', 10.9 95, 91 527 6/10/2008 CF - PHS 11k61N1D -2 1186 128.0 115 9.51 93 528 - 6/10/2008'CF -- -- PHS -- 1123.OIMD -2 - - -- -- 119 5'', --- 128 0; -- 11.3', 9 5' - 93 529, 6/10/2008,CF PHS 1123.0;MD -2 121.0; 12810: 10 5' 9.5'. 95 530 61vT/ o08;CF PHS 1120.01MD -2 ' 114.61 128. -0 11.8_1 _ 9.5 90 - --- 8 C 6/11/2008 CF -- PHS_ - - -19 1119 01 - -- 128.0;- 12 3'; 9.5 - - ,_ ---9-1 91 532 6/11/2008;CF PHS _ 1122.0 -- 116.4 - 128.0; -- -- 11.0. 9.5''. __. -.. 91 533 6/11/2008.CF PHS - -- -- - -- 1111.O;MD -2 - -- --_... - 119.21 - -- 128.0 112 -- 95; -- 93 534 - - - - 6/11/2008'CF - PHS -- -- - - 1094.Oi,MD -2 --- 113.1'',_ _128.0-11 128.0' 95 - - -- 88 534 A 6/11/2008 CF - PHS 1094.0'MD -2 - - -- -' 116.5 128.0 _8._1 10.2; 9.5 91 535 6/11/2008 CF PHS 1098.0 MD -2 117 2 128.0 134 95. 92 536 6/11/2008 CF PHS 1100 0', MD -2 116 2', 128.0 136i 9 5 91 537 6/11/2008 CF PHS 1099.6AD 4 1_09.5 119.0' 15.1: 12.5', 538 6/11/2008 CF PHS 1102.0:MD -4 110 6' 1190 14.5' 12-5 _92 93 53g 6/11/2008 CF PHS 1106.0:1 MD-4 111 21 1190 13 41 12 5I 93 540 6/11/2008.CF PHS 1109 0''MD -4 113 6l 1_190 13.5, 1251 95 541' 6/11/2008'CF PHS 11080;MD -4 11121 11901 1381 12.51 93 542' 6/11/_2_0_08_: CF PHS 1113.0',MD -4 110.1; 119.0! 14.2, 12.51 93 543 6/11/2008 CF PHS 1104.OIMD -4 109.21; 119.01 14.2! 1251 92 - 544 - ----- -- 6/11/2008 CF - PHS - - - 1100.OI,MD -4 -- -- - --- -- 1073; 1-19-.01 14 1441 - - 12.51 90 545 6/11/2008;CF PHS _ 11030 MD -4 1080 11901 144j 12.5' 91 546 6/11/2008 CF PHS 11040'iMD -4 _ 110.2' 119.0 13.9 12.5. 93 547 6 /11/2008 ;CF' PHS 1106.O;MD -4 11L0 119.0 144, 1251 93 548 6/11/2008 CF PHS 1103 0D - ,M2 118.2 1.28.0 10 5: 95 92 549 6/11/2008 CF PHS 11M.6wm 117.3; 128.0' 11 3' 95 92 550 6/11/2008,CF PHS 11120 MD -4 108.3: 118.0 13 1 12 5 92 551 6/11/2008, CF PHS 1114 0 MD -4 110 0', 119.0 13.6' 12.5' 92 552 6/11/2008, CF PHS 1119 O; NOD -4 107.0; 119.0 14.1 12 5. 90 - 553� -- - -- - 6/_1.1_/200.8_ CF - PHS - --- 1121 O;MD -4_ -1-08.2-'i 9.0 1__1.9__.0, -- 13_.9_, - 125 - 91 554; 6/11/2008, CF _ PHS 11060MD -4 _ _ ______ 1103 119.0', 13.2 1251 93 - 555, - - -- - 6/11/2008 CF PHS 112_301MD -2 _ -- 120.3 - 128.01 10.7; 951 -- 94' 556 6111/2008'CF PHS _ 1124.01MD -2 _ 122.5'' 128.0; 10.4, 9.5 96 557' 6/11/2008 CF PHS 1122.O,MD -2 115.4 i 128.0'1 12.51 951 90 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 17 of 26 SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 558 6/12/2008 CF PHS 1118.0', MD -4 110.6 1190 14.0 12.5' 93 559 6/12/2008,CF PHS 1120.0'',MD -4 107.2 119.0, 14.3 12.5; 90 560 6/12/2008 'CF PHS 1110.0;MD -2 1157' 128.0; 9.3 - - - -- - 9.51, - - -- -- 90 - - - -- -- 561 6/12/2008 CF PHS 1114.Oi,MD -2 117.4 128.0'. 93i 95i - - 92 - 562' 6/12/2008 CF _ PHS - - -- 1117.0iMD -4 -- �-- 106.71 - 119.0! 1 4.21 12 5; _ 90 563 6/12/2008iCF PHS _- 1116.0;MD -4 107.21 _- 1190 i 14.8. 12.51 90 564 6112/2008'CF PHS -- - 1116 01 MD -4 _ -_ 111.41 119 Oi 13.8', 12.51 94 565 6/12/2008 CF PHS 1117 6,1 MD -4 110.2; 119.01 11.51 12.5., 93 566 6/1_ 08 2/20 CF PHS 1118.OjMD -4 1070' 119.0' 12.5. 12.5: 90 5 67 6/12/2008 CF PHS 1120 OI MD -4 108.31 119 0 12.8! 12._51 91 568 6/12/2008 CF PHS 1121 0' MD -4 109.0', 119.0 12 9' 12 5', 9_2 569 6/12/2008 CF PHS 1123 0 M5-4 110.2 119 0: 13.1 115; 93 570 6/12/2008 CF PHS 1123 0 MD -4 110.4, _119_.0: 136, 12 5' 9_3 571 6/13/2008 CF PHS 1128.0'MD -2 123 2 128 0 9.8' 9 5i 96 572 6/13/2008 CF PHS 11270'MD-2 121,4 -- 1280 9.9 9.5' 95 -- 573 - 6/13/2008,CF PHS -- 1126.OMD -2 - 3 121 3j- - 928.0 - 10.2 9 5! 1 95 574, 6/16/2008,CF PHS 1130.O!MD -2 123.41 128.0; 9.1 9.5! 96 575 6116/2008 CF PHS 1130 01MD -2 122 5' 12801 87 9.51 96 576 08 6/16/20 CF PHS 1130.0''MD -2 123,81 - - 128.0• -- 8 81, 9 51 -' 97 - - 577 - - 6/16/2008 CF PHS - - -_ 1128 0iMD -2 - - - -- 121 41 128.0' 8_._3! 9.5; 95 578 6/16/2008 CF PHS 112 6. 0 f D -4 114 3, 119.0' -- 97 - 12 5' 96 579 6/16/2008 CF PHS 1126.0 MD -4 115 7' 119.0 9.7 12 5, 97 -- 580 6/16/2008 CF PHS 1127.0 MD -2 _ -- 122.5 128.0: - 8.6' 9.5' 96 581 6/16/2008 CF PHS 1130.0 MD -2 --- 121 0'. 128 0 8.8 9.5, 95 582 6/16/2008 CF PHS 1119 0 M15-4 112.31 119 0 128 12 5 94 583 6116/2008 CF PHS 1122.0 MD -4 111.4' 119.0 13.3. 12.5 94 584 6/16/2008 CF PHS 1115.OIMD -4 110 4 1- vb 0 13 8' 12.5; 93 585 6/17/2008 CF PHS 1100.0 'MD -2 119.5. __ 128 0 11.6 9 51 93 586 6/17/2008 CF S PHS 1098.OiMD -2 118.8 128.0 128.0 9.5 -- 587''. - ----CF 6/17/2008'CF - PHS - -- -; - 1094.O,MD -2 - - --1 119.81,_ 128.0', 112; - 95 94 588, 6/18/20081CF -PHS 1064.011VID -2 11951 128 Oi 10.51 51 93 589' 6/18/2008 CF PHS 1063.0MD -2 121.2' 128.0. 9.81 9.5; 95 590; 6/18/2008 CF PHS 1113.O1:MD -2 118.6, 128.0, 11.0; 9.5, 93 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 18 of 26 �4 rn;�o M M ® ® ® ® ® o o O 1011111 ® i SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 591 6/18/2008 CF PHS_ 1_120 OWD -3 112 8! 123.0_1 126 1_1.0: 92 592 6/18/2008 CF PHS 1115 0 MD -3 111 3! 123.0' 132 11.0, 90 593' 6/19/2008; CF PHS 1128.0 1 -MD -4 114.2! 119.0! 12.0 12.5; 96 594' 6/19/2008iCF -- PHS - - - - --- - - 1128.0 MD 4 - -- -- 113.41 -- -- 119.0; 12.6 - 12.5[ _ _ - -- - - _ 95 595' 6/19/2008'1 CF :PHS 1127.01MD -4 - 114.01 11901 12.6, 12.51 96 -_1 596 -- 6/19/2008'CF ,PHS -- ------- ------ 1127.0'1MD -4 - -- -- 113.31 - - - -- - -- 119.0 -- - --- - 1241 - - - -- -... 12.51 - -- --- 95 - - -- - 597; 6/19/2008i& -- - -- PHS ---- -- 1117.01MD -4 - - - -- 110.8; j 119.01 -- 12.6; -- -- -- 93 598 6/19/20_OS_!CF PHS 1116.0'1MD -2 121.1' 1280; 9.51 9.5 95 .. 599. 6/19/2008 CF - - -PHS - - - -- 1115.0'1MD -2 - - - -1- -- 119.61 - 128.01 10 0 - - -- 9 5 - -- 93 600 - -- - 6/20/2008ICF ------ -- PHS - - -- - - - 1115.01MD -2 - - - - - -- 118.3 1 - -- - 128.0 - - 11.8 -- - - 951 - - -- 92 601 6/20/2008'CF PHS HS - 1115 0MD -2 _ 1182i 128.01 11.0' 9 51 92 602' - --- - 6/20/2008 :CF PHS 1113 01 MD-2 119.21 128 0! 11.6' 9 51 93 603 6/25/2008. CF PHS 10710.009 116.1' 124.0 10.7! 115. 94 604 6/25/2008'CF PHS 1073 0,009 115 0' 124.0' 10.21 11.5 93 - 605, - 6/25/2008 SF - ,PHS 1075 0_!MD -_3 - - 110 9, 123.0, 11.1! 11.0, -- 90 606 6/25/2008'',SF PHS _ 1077 01MD -3 _ 111 3: _ 123.0: 10.81 _ 11.0 - - - 90 609. 6/26/20081CF - PHS 1079.01009 - - - 115.91 124 0' 10.9 11 51 93 - -- ! CF ,PHS -- - - 1081 0 MD -3 115 2 - 123.0 _ 11.1 - -- - 11.01 -- 94 -- 6110, -- - 6/30/2008' SF -- -_ !PHS _ _ 107 D _ - -- 111.7 -1 119.0• 10.3. - 12.5 94 _ 612, _ 6/30/2_008_;SF PHS 1082.0'MD -4_ -I -- 110.61 - -- 119.0: 8.2 12.5: 93 - -- 613 6/30/20081SF PHS 0 MD -4 109.4; 119.01 8.611 12.51 6141 6/30/20081SF :PHS _1095 1083.0;MD -4 111.3; 11901 8.81 12.51 94 615; 6/30/2008!SF PHS 1100.01MD -4 108,61 119.01 9.11 12.5; 91 616 6/30/2008 SF PHS 1113.OiMD -4 110.8: 119.0! 8.51 125' 93 617 6/30/20081SF PHS 1122.OIMD -4 111.2 1190, 10.4 12 5; 93 618 6/30/2008:SF PHS 1105.01 MD -4 111.3, 119.0 103 12 5; 94 619 66/30/2008 6/30/2008 §F PHS 1095 o; 9b-4 110.0 119 0' 10 6 12 5 92 620 6/30/2008, SF PHS - 1100.0 MD-4 ---- 108.6', - - - 119.0:1 11.0, 12.5' - - - 91 621, 6/30/20081SF PHS 1090.01MD-4_ 109.7; 119.0: 102• 12.5' 92 -- M!; - 6_/30/2008', SF - - PHS - - - - 1095.0'1 MD -4 -- - 110.41 119.0' - 991 U2.5 - 12.5, ---- 93 6231 7/1/20081CF PHS 1083.01MD -4 112.3' 119.0; 1 3-6 J 12.5; 94 6241 7/1/20081CF PHS- -- -- 1080.0MD4 - - - -' - 113. - -- 119.0 132; 12.51 95 6251 - 7/2/20081CF - - -- PHS ._- 1083.0 Mi 4 - - - I -- 111.21 119.01 1321 12 51, 93 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 19 of 26 J s SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location 626 627 628 629 630 631' - 632� (M:: 634• 636 637 638. 639' 640 641 642 643 644 645! 646, 647 649: 650 651 ssz 653; 654 655; 656; 6571 6581 7/2/2008 CF 7/2/2008 CF 7/8/2008 CF MiMN,CF 7/8/2008:CF :M-06MCF 7/8/26613-JU 77/8/2-008 !CF 7/8/2008!CF 7-0YONTu- 7/8/2008iCF fimowt-F 7/8/2008,CF 7/8/2008 CF - ---------- - - 7/8/2008;CF 7)8/2008 :CF 7/8/20 08_1 CF 7020-08-�! C-F 7/8/200 8; CF -----7/8F260� tf 7/9/2008 fi9M66i CF 7/9/2008' CF 7i9/27008 -CF 7/9/206-6:1 CF 7/9/2008' CF 7/9/2008 CF T-/l CF 7/9/2008; CF 7/9/2068': CF 7/10/2008', CF Project Number: 602160-001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Elev Soil Type i Field Opt Field Max I Compaction P Ris ml.--- 0 MD-4 110.61 119.0; 14.0: 12.5, 93 PHS 1085.0]MD-3 112.01 123.0: 12 9 -1 92 PHS 1088 0!MD-4 168-.3i- 114.0 15 1. 12.51 91 PHS ---I 06a -W1 mb-T 109111 119 Oil 14.81, 12-.51- 9-2- PHS 1082 OWD-4 1611- Tf§.O:- 1391 12 51 93 ;PHS 1116.01MD-2 107.61 128 0: 1190: 14.6! 1251 - 90 1080 O'MD-4 109.11 11901 14.41 lZ51____ 92 PHS 10-83 01 MD-4 1 10.01 11901 - -- --1 14.2 12.5 91 'PHS 1115.01 MD-4 110.51, 1 .0 1 1-d-9[_ 12.5; 93 PHS 111001MD-4 10931 11901 12.51, 92 .PHS 1093.0 j MD-4 108.61 119.0: 13.21 - 12.5; 91 PHS 1096.0;MD-4 ill 01 119 0; --. 1 - 2 - 91 12.51 93 PHS 1094.0 1! MD-4 112.31 119.0! 12.6! 12.Sj 94 PHS 11-0-89 . 6-illlll 119.0; 128, 12.5 94 PHS 168- - - -- 50 4 VV�.-O;- -11 1-, 12.51 93 -P-HS --ifl7 4. d 1! -M 5­-� -f69.2'---- l"i -9 -. 0 13.1 12 51 92 PHS 1110.0 MD-4 107.3: 119.0 140 12.5. 90 PHS-- 1097.---, AD-4 108.31 119.0: 13.5: 12.5 91 ;PHS ------ -- 1100.0:: MD-4 110.1: 119.0; 13.5 12.51 93 PH-S 1094.01MD-4 111.3: 119.01 iS-b, -1 Y.-51 --- ------ -94- PHS 1096.01MD-4 109.3� I 19.0 -1-3 61 12.51 92 -PHS 1085.0 1 MD-4 110.5: 119.01 1391 12+51 93 PHS 10870JMD-4 11 1.0i 1190� 1361 12.51- 93 'PHS 1093.0 1 M D-3 112+3i 123+0 12,91, 11.0, 91 PHS 1119.O�MD -2 -1-16.7 1 -2 8-0 127 9+51 91 PHS 110Z01MD-2 11711 128,0! 12.21 9.5! --91 'PHS 1090.0iMD-2 117+9; 128+0 11.6• 951 92 PHS I . 0 88+01MD-2 -.-- 116. - 3; 1 - 2&0 12.3! 6.5 -9-1 PHS -1164 D'M 15-2 115.4 128.0 13 66 PHS 1094+01MD-2 116.3', 128.0 11 8 9l 91 PHS 1116.01MD-2 11961 128 0: 10+1 95i 93 128.0 -45 1 -K !PHS --MD-2-. 1116+01009 -11&31 119.31 127.51 9.611 10.01 94 Page 20 of 26 SUMMARY OF FIELD DENSITY TESTS ® i Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 659 7/10/2008. CF PHS 1115 O MD -2 118.3 128.01 10.8 95 660 7/10/2008, CF PHS 1109.0', MD -4 110.3, 119.0 12.8; 125. 661 7/10/2008'CF 45HS 1094.0!MD -4 1103 , 119.0' 1281 12 5 662 7/10/2008 CF PHS 1095.O,MD -4 109.21 119.01' 19.0 12.8. 12.5 663 7/10/2008 CF - --- PHS - -- -- -- -- 1096.OW -4 -- -- -- 108.5: - 11- - 119.0 - 13 2 -1 12.5: 664 7/10/2008 CF PHS 1117.O :MD -4 111.1: 119.0; 13.5' 12 5', 665 7/10/2008 CF PHS 1116.O11VID -2 1176' 128.0; 9.6i 9.5 666 7 /10 /2_008 'CF PHS 1117 0!MD -2 118.2 128 0; 10.2 95 667 7/10/2008 - CF - - - PHS - - - - - 1096 0IMD -2 - -- 116 3; - - 128 0; - 9 3! 951 668 7/10/2008!CF PHS 1099.01,MD -2 115.5; 128.01 , 101 9.51, 669 7/10/2008 CF PHS 1095 O,MD -2 118 0: 128.01 10.8' 95 670 7/10/2008 CF PH_S 1084.O.MD -4_ 111.2. 119.0 132• 12.5' 671 7/10/2008 CF PHS 1083.0;MD -4 110.4, 119.0 13 2 12.51 672 7/10/2008 CF PHS 1084.O.MD -4 109.6 119.0', 136 12 5' 673 7/10/2008 CF PHS 10 82.0'MD -4 113.6 119.0 12.5 12 5' 674 7/10/2008 CF PHS 1084.0 'MD -4 112 8' 1190 12.6 125 675 7/11/2008 CF PHS 1117 0 MD -2 118.2, 128.0 121 951 , 676 7/11/20 CF 08 PHS 1117.0'MD -2 119 6; 128.0 11 0 9 5; 677 7/11/2008 CF PHS 11020MD -2 116.8. 128.0 10.3 9.5; 678 7/11/2008 CF PHS_ 1103 O; MD -2 118.0' 1280 11.1 ' 951 679' 7/11/2008 CF PHS -- - 11 0 MD -2 -03 - - - -- - 120.3, -- 128 0 10.9 - - 9 5, 68 0 7/11/2008: CF PHS _ _ 11_ 0801MD -2 117.5! 1280 11.5' 95i 681 7/11/2008'CF PHS 1111.01 MD -2 116.9; 128.0 112 9.51 682 7/11/2008', CF PHS 1086.0!009 123.01 127.5 10.0 1.0.0; 683 7/11/2008 CF PHS _ 1088.0 MD -2 120 1 128 0: 11.3 9.5: 684 7/11/2008 CF PHS 1085.O, MD -2 118.6; 28 1.0 10 8 9.5 685 7/11/2008 CF PHS 1100.0'MD -2 117.4 128.0', 11.2 9.5 686' 7/11/20081CF PHS 1094 0 i MD -2 120.3 128 0' 11.3 9.5', 687 7/11/2008 CF PHS 1089.0:MD -2 119.3 128 0' 11.0 9.5 688 7/11/2008. CF PHS 1088 O: MD -2 117.5 1280. 11 8 95. 689 7/116008 CF PHS 1087.0' MD -2 120.8 128 0; 106 9 5 690. 7/11/2008,CF - PHS_ - -- - - -- 1087 0',MD -2 - - - -- - 119 6 --- - 128 0 -- 11.0 95i 691 • 7/14/2008!CF PHS - - - - -- 1100.0 009 - - -- -- 120.3; - -- 127.5; 9.1 10.0: Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 21 of 26 921 91 90 92 93 93 92 95 95 92 93 -91 92 - - 94 92 93 92 94 931 ' „y M M M M M M M M M ® ® ® ® ® 0 ® ® = O SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev . Soil Type Field Max Field Opt Compaction 692 7/14/2008',CF _.H PHS 1098 0009 --- - -- 124.8 127.5 8.5 - 10.O 693 7/14/2008'CF PHS - - -- 10980!MD -2 - -- 12_2.1: _ --.. 12_8.0 - 10.2 - 9.5 694 7/1412008'CF PHS 11 GO. O:MD -2 - 1268: 128 0, 106 9.5; - 695 - - -- 7/14/2008 CF --- PHS - 4- - - -- 1_1040,MD_ -2 - - --- - - - - - -- 128.01 113 -- 9.51 696 7/14/2008 CF PHS 1104.0'MD -2 _118.2' 117.9' 128.0 11 5 95' 697 7/14/2008 CF PHS 1105 O'MD -2 119.0 1280 11 2 95 698 7/14/2008:CF PHS 1102 0IMD -2 -119-4 126-6- 10 9 9 699 7/14/2008 CF _ PHS 1100 01 MD -2 11-767: 128 0 i 6.6i 9 5'i 700 7/14/2008'CF PHS 1103.O;MD -2 116.3 128.0 11.0 9.5' 701 7 /142008iCF PHS 1- IO &OW6 117.2. 128.0 114 951 T 702 - 7/14/2008 CF - - PHS - --- -- -- 1103.O;MD -2 1-1-5 115 9! - - -- 128.0 - -- 10 9 - 95 i 703 7/14/2008'CF PH_S 1105.0'',MD -2 11_8.01 128.0 11.1 9.5! 704 7/14/2606:& PHS 1106.0 MD -2 119 3 128.0 10.8 9 5 705 7/14/2008 CF PHS - - - -- - 1105.OIMD -2 1 -- 117 5' - --- 128--b- 28 0 11 4 -- 9.5 - 706 7/14/2008 CF - PHS - -- - - - 1103 0!MD -2 - - -- 119.3_ 10.4 9 5 707 764/2008',CF PHS 1106.O;MD -2 _ 118 9, _128.0_ 1280 10.9 9 5' 708 7/14/2008 CF PHS 1108.0'MD -2 120.5 128.0 105 9.5' 709 7/14/2008 CF PHS 1104.0'MD -2 116.0 128.0 9.8, 951 710 7/14/2008,CF PHS 1108.0 MD -2 117.1: 128.0 9.8 9.5 711 7/14/2008iu PHS 1110.0!MD -2 1181 128.0 110 9.5 712' 7/14/2008,CF PHIS 11110!MD -2 1126 128.0 108 95' 713 7/14/2008'CF PHS -- 1113.0 MD -2 119.31 -_-__ _-. 102 95, 714 7/14/2008'',CF _ PHS - _ 1115.0'MD -2 - - _ 119.6;- - _12_80 128.0 10.8 9.5 715 7/15/_2008 CF PHS 1108.O MD -2 115.5; 128 0 11.8 9 5 716 7/15/2008'CF _ PHS - - 1 008.0'IMD-2 - - 1176-__ -- - -1_28.0 10.5 95 - 717 -- 7/15/2008'CF -- PHS - -- 1114.01MD -2 - - 120.5 128 0 10 2 0 - 9 5 718 7/15/2008 CF PHS 1116.O;MD -2 121.3' 1280 9.8 9.5 719_• 7/15/2008 CF PHS 11 16.0 MD -2 1-2-0-417 128 0 10.0 9.5: 720 7/15/2008iCF PHS 1116.O;MD -2 11 mi 128 0 10.6, 9 5 721 7/15/2008 CF PHS 1116.0; 0D -2 115.5; 128.0 11.8 9 5 722 7/15/2008 :CF PHS 1115.0;MD -2 116.3; 1280 11.4 9.5 723 7i15/2068 CF PHS 1117.0: MD-2 1155;-- 15 5' 128.0 11 8 9 5 724', 7 /15 /2008;'CF PHS 1117.OiMD -2 116.31, 128.0 112.3 9 5 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 22 of 26 95 94 92 92 93 93 92 91 92 92 93 9_2 93 93 94 91 91 92 92 93 93 90 92 94 95 94 93 90 91 ayli "'1 SUMMARY OF FIELD DENSITY TESTS Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 725 7/15/2008 -CF PHS 1117.0'MD -2 1192.3. 11.3• 95, 93 726 7/15/2008'CF PHS WD- 1118.O;MD -2 118.0• 128 0; 10 8 9.51 92 727 7/15/2008 CF -- -- PHS - -11-1-8-0--MD-2 - 1186, 128.0; - 10.8' -- - 9.5' - - -, - 93 --- 728 7/15/2008 CF PHS _. 1116 0' MD -2 120.1 - 128.0; - 10 8 9 5, 94 729 7/15/2008 CF PHS 1117.0 MD -2 119 0' 128.0; 11.3 9 5' 93 730 7/15/2008 CF PHS_ 1116.0 MD-2 116 3i 128 0: 10.9• 95, 91 731 7/1_5/2.0.08_ CF PHS 1118 0 MD -2 117 0 128 0' lb 9.5, 91 - 732 7/15/2008 CF - PHS -...11 V7 0 -- - 1117 0' MD -2 -- - 118 2' - - 128 0 - -5. 10.9 9-5L 92 733 7/15/2008'CF PHS 1119.0;MD -2 115 31 128 0! 10 7 -6.5 i 90 734, 7/16/2008;CF PHS 1118 O;MD -2 116.21 128 0 13.0 9.51 _ 91 7351 - - - - -- 7/16/20081CF PHS -2 -- - - -- 117.21 - 128.0! 12 iii -. .. 9.5 92 - -- 736 - - -- -- 7/16/2008,CF - - -- PHS _ _1116.OMD 1116.6 MMD -2 - _ 117.8; - -- 128.0' - -- 12.5 -- : 9.5: --- 92 737 7/16/2008 CF PHS 1118.0 MD -2 115.6' 128.0; 1 ST 95, 90 738 7/16/200 ICF PHS 1118.0'MD -2 1186i 12801, 12.2; 95: 93 739 7/16/2008;CF PHS 1118 0! MD-2 119.6' 12801 11.3 9 5: 93 740 7/16/2008 :CF PHS 11170:MD-2 122.0' 1280 10.6 9.5, 95 -- 741 - - 7/16/2008 CF PHS - 1118 O;MD -2 120 5' - 128.0 - 10.7 9.5 94 742 7/16/2008 CF PHS 1118 0' MD -2 122.5 128 0' 10.0 95 96 743 7/16/2008 CF PHS 1118.0 MD -2 117.3• 128.0' 10 7 9 5; 92 744 7/16/2008'CF PHS 1118.OiMD -2 1196 128.0 108 9.5' 93 745 7/16/2008 CF PHS_ 1120.0,1VID -2 11921 128.0, 12.1 9.5; 93 7461 7/16/2008 CF :PHS 1121.OI1VID -2 11861 128 0I 11 0 9 5; 93 747; 7/16/2008;CF PHS 1120.0 MD -2 118.21 128.0, 11.8 9.51 92 748 7/16/2008 CF PHS - 1121 01,MD -2 117.61 128.0 11.2 9.5' 92 74_9 7/16/20081- ---- 11040'MD -2 116.31• = 128_0; ;_ - 95 911, -- -- _ 750 _. _ ___CF 7/16/2008 C _'PHS PHS - - 1106.OIMD -2 - -- -- -- 11701 128.0; _11.2 11 5 -I 951 91 751 7/17/2008 CF PHS 1120 0iMD -2 119 1' 128.0 10.0 951 93 752' 7/17/2008:CF PHS 1121 0WD -2 117.81,- 128 0, 98 9951 92 753 7/17/2008 CF PHS 1121.O;MD -2 - - 118.2; 1280 95 9.51 92 -- 754 7/17/2008 CF PHS - -- 1120.0 MD -2 - - - -- - 117,61 - - - 128.0 9.7 9.5' 92 755 7121/2008 CF PHS 1123.O;MD -2 118,1; 1280 11 . 95', 92 756 7/21/2008 CF PHS 1122.OiMD -2 118.31 128 0 11.2 9.51 92 757; 7/21/2008;CF PHS 1119.0; MD -2 119.61 128.01 10.3 9.5; 93 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 23 of 26 -r1E SUMMARY OF FIELD DENSITY TESTS Test # Test Date . Test of Location Elev Soil Type Field Max 758: 7/21/20081CF 'PHS 1122.01MD -2 116.2_1 128.0; 759• 7/21/2008 CF PHS 1123.O:MD -2 _ 115.2_; -- 128.0' 760' 7/21/2008 CF PHS- -- -- 11230iMD -2 -- -- 1171' -- 1280' 761 7/21/2008'CF PHS 1116 O MD -2 117.31 1280 762, 7 /21 /2008!CF PHS 1113.oiMD -2 117.6 1280 763 7/21/2008'CF PHS 1110.0009 116Y 127 5 764 7/21/2008 CF PHS 1108.0'009 1176: 1275 765 7/21/2008 CF PHS 1111.01009 122.6! 127.5 766 7/21/2008; CF PHS 1112.0 MD -2 122 3; 128.0 767' 7/21/2OOS CF ;PHS 1114.OIMD -2 118.91 128.0 768; 7/21/2008'CF PHS '- 1117.01 MD -2 119.61 128.0 -- 7691 - - -- -- - -C 7/21/2008!CF - - PHS -- 1115.01,009 - - - -- 122.21 127.5 7701 7/21/2008'CF PHS 1113.01009 119.81 127.5 771: 7/22/2008,CF :PHS 1114.01009 124.1! 127.5 772 7/22/2008'CF PHS 1115.0 MD -2 120.31 0 773 7/22/2008':CF PHS 1116.0!009 124.51 1275 774 7/22/2008 CF PHS 1116.0 MD -2 118.61 128.0 775 7/22 / 008 CF PH- 111- .- - MD -- 2 11-- 7' 0 12- 776_ 7/22/2008 CF PHS 1118.01 MD -2 120.3; 1280 777 -- - - - -- - - 7/22/2008 CF - - PHS - - -- - - --- - 1118 01: MD -2 - - - - -- - - -- 117.6', - - -- -- 128 0: 778 -- - - -- - - 7/22/2008_' CF -- - -- - PHS 1118.0' MD -2 ,0' 119. 1280; _' 779' 7/22/2008: CF ;PHS -- -- 1117.01 MD -2 -- _ - - 120.1; 128.01 7.8_0; 7/22/2008:CF ;PHS - -- 1118.01 MD-2 118.91 - 128.01 _ - -- 7811_ 'CF -' PHS _I -- _ 1113.0 MD -4 _ -- -- 107.8' -- 1_19.01 _ - - -- 782_i - - - -'_ _ 7/23/2008', CF -- -- _ IPHS 1115.OIMD -4 -' 110.2 21 ` _ _ 119 0' - 783 -- -- - - -- 7/23/2008!CF -- PHS -- - 1---1 109.O1MD -4 - - -- 109.61 119.01 - 9090= 784, 9090 7/23/200WCF - 9090 9090 PHS - -= 1114.01MD -4 -- 111.01 119.01 785 7/23/2008, CF PHS 110011 MD -4 _ _ 108.2r 119.01 - 786 7/24/2008 CF 9090 PHS 9090 1087.0,,MD -4 1103'1 119.0: 787 - 7/24/2008.CF PHS - 1110.O;MD -2 116.31 - 128.0; 788 - - - - 7/24/2008,CF 9090- PHS 9090- - 1090.01MD -2 9090 - - 1155• -- -- 128.0; - 789 9090---- -- 7/24/2008 CF PHS - - 1109 O1 MD -2 - 117.3_ 9090 128.0 - - 790; - -- 9090-- 9090 -_.. 7/24/2008i'CF - PHS 9090- - PHS 9090 - 9090--- - - 1098.OIMD -2 1-1478 9090 9090 1 - 9090-- 9090 - 128.01 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 24 of 26 Field Opt i Compaction 10_.8_; 951 91 11.6' 951 - 90 11.5, 951 -- - 91 121 9.5'. 92 11.8 95- 92 8 2' 10.0 94 8 9 10.0'. 92 10.0'1 96 -9-3 11 8' 9.5, 96 11 7, 95, 93 10 8' -9 5,' 93 10.8! 10.0 -96 991 10.0'. 94 -- 10.0: - - -' 100; - - 97 11.5, 951 -94 9 6, 1001 - 98 11.4 9 51 93 11.1 9.51 93 11_.6 9.5 94 114 9.5; 9_2 110 5; 93 -11 3 9.5; - -- 94 1061 9.511 93 1. -11 - - 91 5. _ 12.5 93 9090-- 9090 - 11.0 9090--- 12.51 9090-- -- 92 10.8' 12.51 93 11 7 12 5 111 91 11 1 12_51 93 10.3 -6-.5j _ _ 91 10 0_. 9_ 51 90 9.2 - 9.5 - 9090 - - 92 93 9 51 90 r11 SUMMARY OF FIELD DENSITY TESTS M Test # Test Date Test of Location Elev Soil Type Field Max Field Opt Compaction 791 7/24/2008!CF PHS 1115.011VID -2 1168', 128.0 90, 9.5 91 792 7/28/20081CF PHS 1080.0•MD -2 114.6' 128.0 90 95 90 793 7/28/2008CF PHS 1095.O;MD -2 1148' 128.0 8.2 9 5; 90 794 7/28/2008.CF PHS 1090 0:MD -2 116.1 128.0 8-6 9 5'. 91 795 7/28/2008 CF PHS 1117 0 MD -2 116 5 128 0 83 9.5. 91 796 7/28/2008 CF PHS 1105.0'MD -2 115.0 128.0 86' 9 5; 90 797 7/28/2008'CF PHS 1112.O;M6-2 117.3 128.0 90 9 5: 798 7/30/2008 CF PHS 1107 0 MD -4 109.3 119.0 103 12.51 , 92 799 7/30/2008,CF PHS 109_4.07MD -4 110 1 19 0 10 1 12 .5 92 ' 800 7/3008 CF 0/2 PHS 1090.OMD -4 _0.', 108.3'_ 119.0 96. 125; 91!, 801' 7/30/2008,CF PHS 107501VID -4 10751 1190 10.0; 12.5; 90 802 -- - 7/30/2008'CF PHS 1082 01MD -4 107.9! 1190 10.6!, 12 5 91 803, 7/30/20081CF PHS 1087.OI11VID -2 116.81 128 0. 8.2! 9.5'1 91 - -- 8041 - -- -- - -- 7/30/20081CF - - 1PHS Oj2- - 1115.MD - _ -- 115. 9; - 1 28.0• 8 .2 - --- 9.5_1 - - -- 91 805' 7130/2008 CF PHS _ _ 1103 011VID -2 _ 118.31 1280 _; 8.0 9 5; 92 806 7/30/2008',CF PHS 1112 0!MD -2 11_5.7 128 0 7.8 9 5: 807 8/1/2008 CF PHS 1113 0' MD -2 116.3 128.0 8 3 9 51 91 808 8/1/2008 CF PHS -1696-0 -- -__ MD -2 --._ 117 2 128 0 - 8.0 9.5; ' _ - 92 809 8 /1 /2008.CF PHS 1105 0•MD -2 115 .8 28 1.0 8 9 95! 90 810 8/1/2008 CF PHS 11 20 O MD -2 118 3, 128.0 8 9 9.5. i 92 811' 8/5/2008, CF PHS 1105.O ,MD -2 116.3 128.0 8.2 9.51, 91 812 8/5/2008;CF PHS 10900 MD -2 118.2 128.0 86 9.5i 92 813 --- --- 8/5/2008!CF - -- PHS -- - --- 1115 01 MD-2 - -- - - - -- 118.0' - -- 128.0 80 - 9 51 -- 92 814 8/5/20_081CF ,PHS 1110OlMD -2 116.8', 128.01 79 951 91 815 - - 8/5/2008'CF - ---- - -- PHS -- - - -- 11170',MD -2 -- 119.3; -- - 128.01 , 8.0 -- - -- 9.51 - - 93 816' 8/6/200WCF PHS - 1112 01MD -2 -- -- -- 119.31 -- 128.01 75: 951 - 93 -- 817, ----------- 8/6/2008;CF - -- - -- !PHS -- - -- ' 1103.0 ?MD -2 - - -- 120.1! - -- 128.0; - -- 7.6 -- 9.5; - -- 94 818 8/6/2008''CF PHS 1090 0'', MD -2 - - - - 118.21 -- 128.0', 78 _ 951 92 819 8/6/2008�CF PHS 10990MD -2 117.5 128.0 8.0 9.5', 92 820 _. - .. 8/6/2008 CF - PHS - - 1117.0 MD -2 - - - 118.3: --- - 128.0 8.2 9.5! -- 92 821 --- 8/20/2008 CF PHS - - - -- - -- - -- -r - - -- 1118 0• MD -2 - -.3, 117.3- - ---- 128_0; - 1.0.2 9.5�i -- -- _ _ 92 822 8/21/2008 CF PHS 11190'MD -2 115.2 128.0 9.6 9.5', 90 - - 8/21/2008 CF PHS -- - --- - 1119 0' MD -2 - - 116.0', 128 0', 9.8 9 5', -- 91 Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp Page 25 of 26 3 Test # Test Date Test of Project Number: 824 9/2/2008'CF PHS 825 9/2/2008 i CF Client: 826 9/2/2008 CF FG 827 9/5/2008 CF FG 828 9/5/200_8 CF FG 829 9/5/2008 CF FG 830 9/5/2008 CF FG 831 96/200 &CF FG 832 9/8/2008 CF FG 833 9/8/2008 CF FG- 83_4 9/8/2008.CF 1130 0 MD -2 835. 9/8/2008iCF PHS 836' 9/8/20081,CF Project Number: 602160 -001 Project Name: PHS Project Location: Temecula Client: Garrett Grp SUMMARY OF FIELD DENSITY TESTS Location Elev Soil Type Field Max PHS 112101 MD -2 117.3', 10.2 PHS - - - 1121.01MD -2 118.2: _128.0 12_8.0 PHS - - 112_1 OiMD -2 - 119.41 128.0, PHS 1 1260,MD-4 115.2; 119.0 PHS 0 11 MD -4 26 114.2' _ 119_.0 PHS 1127.0'MD -4 113.8_ 119.0 PHS 1128 0' MD -2 1 21 .2 1 28 0 PHS 1130 0' MD_ -2 122 1 1280 PHS 1130 0 MD -2 121_ 8 12 8 0 PHS 1130 0 MD -2 12 2.3 128 0 PHS 1130.0' —MD -2 1220, 12801 PHS 11220, MD -2 118.2; 0- i PHS -- 1121.01, MD -2 117 8', 128 0,` Page 26 of 26 Field Opt Compaction 10_ 5 9 5 92 10.2 9-5. 92 10.0 9 5 93 11 0 1251 97 11 8 12 51 96 11.9 12 -5- 96 93 9.5! 95 96 9.5' 95 7 8 9.5 95 8.2 9.5 96 81 95 95 9.8 95, 92 102 95; 92 Eli O THE GARRETT GROUP, LLC September 9, 1008 Interim As- graded Sods Report Proposed PHS Budding Project No. 602160 -001 1 Expansion Index Tests: 1 The expansion potential of selected materials was evaluated by the Expansion Index Test in general accordance with ASTM Test Method D4829. The results of these tests are presented in the table below: Ni 0 I IL� I I I I 1 1 1, 1 1 Soil Description . Expansion EI-1 Dark Brown Silty, Clayey SAND Northwest Building Pad 31 Low with little Gravel (SC -SM)g EI -2 Dark Brown Sandy, Silty lean Northeast Building Pad 46 Low CLAY with few Gravel s(CL -ML) EI -3 Dark Brown Silty lean CLAY with Central Building Pad Area 57 Medium Sand and few Gravel (CL -ML)s EI4 Olive Brown Silty lean CLAY with South Building Pad Area 81 Medium trace Gravel (CL-ML) EI -5 Brown Silty lean CLAY with Sand Southwest Building Pad 52 Medium and trace Gravel (CL -ML)s EI -6 Brown SILT with trace Gravel ML South - Central Building Pad 60 Medium EI -7 Dark Brown SILT with Sand and South - Central Building Pad 55 Medium few Gravel (ML)s EI -8 Dark Brown Silty lean CLAY with Southeast Building Pad 63 Medium trace Gravel (CL -ML) EI -9 Dark Brown Silty lean CLAY with west - Central Building Pad 50 Low \ few Gravel (CL -ML) EI -10 Brown Silty lean CLAY with Sand East - Central Building Pad 43 Low and few Gravel (CL -ML)s O e 0 0 0 r O Leighton Project Name: PHS ------------------------------------------------------ Project Number: 602160-001 -- --------------- - - - - -- Date: 6/18/08 Technician: ------ -------- JCM Sample Identification Boring No.: E -21 Sample No: -------- -- EI -6 Depth (ft.): -- ---- -- ------ Boring No.: C -11 --- ----- - - - - -- Sample No: EI -9 Depth (ft.): Soluble Sulfates (Hach Sulfate Test Kit) Dilution Reading (PPM) %Sulfates Water Fraction Tube Reading 6:1 6 55 0.0330 = 330 6 :1 6 150 0.0900 = 900 R. 08-0