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HomeMy WebLinkAboutTract Map 21760 GeotechReportFinalGrading(Jun.15,1990)50i1.. TECH, INC ■ Geotechnical . Geology Soil Inspection Material Consultants Engineering &Testing Testing JECE IVSD JUN 1 81990 Geotechnical Testing / el Final Grading Report Tract 21760, 22761, 22762 Project Number: T3379 -C Prepared for: Coleman Homes 43180 Business Park Drive, Ste. 104 Temecula, CA 92390 Corporate Office: 41607 Enterprise Circle North Post Office Box 1568 Temecula, California 92390 (714) 676.2745 1 FAX: (714) 699-1757 Lancaster Office: Post Office Box 1497 456 East Avenue K-4, Suite N8 Lancaster, California 93534 (805) 942.0991 1 FAX: (805) 723-3685 J Soil Tech, Inc V TABLE OF CONTENTS Section Number and Title Page ' 1.0 Site Description...................................... 1-2 1.1 General ...................................... 1 ' 1.2 Proposed Development 1 1.3 Existing Topography and Site Conditions ...... 2 ' 2.0 Scope of Work ........................................ 2-4 2.1 Grading Operations .......I................... 2-3 ' 2.2 2.3 Site Plan.................................... Contractor and Equipment ..................... 3 3 2.4 Site Preparation 3 2.5 Testing...................................... 4 3.0 Earth Materials...................................... 4 3.1 Natural Earth Materials ...................... 4 1 3.2 Fill Material................................ 4 4.0 Foundation Recommendations ........................... 4-5 4.1 Expansive Soils .............................. 4 4.2 Expansion Index .............................. 5 4.3 Steel Reinforcement 5 4.4 Foundation Guidelines ........................ 5 '5.0 Conclusions and Recommendations ...................... 6 5.1 General ...................................... 6 '5.2 Acceptance of Work Performed ................. 6 Summary of Maximum Density Optimum Moisture Relationship Curve(s) Exhibit I Summary of Field Density Test Results Exhibit II Summary of Swell Test Results (UBC 29.2) Exhibit III Laboratory Test Results Appendix A Figure 1 Compaction Test Report Site Plan J Soil Tech, Inc V I II Consultants Inspection Materig lGeotechnical . �I�Y ' EneiTestinSONILTECH, INC. Co15 ne9 ting June 15, 1990 Coleman Homes Attn: Jim Thompson 43180 Business Park Drive, Ste. 104 Temecula, CA 92390 (714) 699-3215 ' Regarding: Geotechnical Testing / Final Grading Report Tract 21760, 22671, 22762 Project Number: T3379 -C This firm has conducted field observation and compaction testing on the referenced site. Herein, are submitted the results of the findings with the supporting data. 1.0 Site Description: 1.1 General: The subject property is located on Corte Rialto in the City of Temecula. (see Compaction Test Report Site Plan, Figure 1). 1.2 Proposed Development: The proposed development is represented to be multiple single family dwellings. These dwellings are to be constructed as one and two story wood -framed slab -at -grade structures. 1.3 Existing Topography and Site Conditions: The natural topography across the site is essentially gentle to steep rolling hillside. At the time of initial grading the site was covered with a light growth of natural vegetation. No Corporate Office: Lancaster Office: 41607 Enterprise Circle North Post Office Box 1497 Post Office Box 1568 456 East Avenue K-4, Suite #8 Temecula, California 92390 Lancaster, California 93534 (714) 676-2745 I FAX: (714) 699-1757 (805) 942-0991 1 FAX: (805) 723-3685 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 ' Page 2 ' structures or other man-made facilities were observed to exist on ' the subject property. 2.0 Scope of Work: 2.1 Grading operations: The current grading operations were ' conducted in accordance with,,the recommendations provided in the Geotechnical Review of Grading Plans and Additional rGeotechnical Investigation prepared by Leighton and Associates, Inc. dated June 16, 1989, Project Number: 11890308-02, for Glenfed Development. Grading consisted of a cut and fill ' operation. All clean-out preparations prior to fill placement were made in accordance with the recommendations of the project ' field engineering geologist based on exposed soil conditions. Detailed information on fill depths and test locations can be taken from the Compaction Test Report Site Plan (Figures 1) and ' Exhibit II. Compaction tests are representative of all fill placed within the limits of grading during the grading ' operations conducted from January 10, 1990 to May 16, 1990. 2.2 Site Plans: Limits and depths of fill, as well as test locations are indicated on the Compaction Test Report Site Plan ' (Figure 1). The site plan was adapted from the grading plans prepared by Robert Bein, William Frost & Associates, dated ' September 20, 1989. Soli Tech, Ina -1 91 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 3 2.3 Contractor and Equipment: The grading operations were performed by American Contractors, through the use of several D-8 track mounted dozers, rubber tire mounted dozers, self -loading scrapers, motor graders and water trucks. 2.4 Site Preparation: 'The base of the fill slopes was keyed and benched into stable bedrock and/or firm native ground. Clean-out of unsuitable material was performed at the toe of proposed fill slopes to a depth determined by a Staff Engineering Geologist. Deleterious and organic material was removed prior to the placement of fill and removed off site. Compaction of the fill material was accomplished by placement of the fill material in lens thicknesses of six (6) to eight (8) inches. 2.5 Testing:'"Fieid'compaction testing was conducted in accordance with ASTM -D-1556-70 and ASTM -D-2922-81. Laboratory "Proctors" (Maximum Density - Optimum Moisture Content Relationships), were conducted in accordance with ASTM -D-1557. 3.0 Earth Materials: 3.1 Natural Earth Materials: The natural earth materials encountered within the site area consist of Pauba Formation, alluvium and topsoils. Soil Tech, Inc i 7 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 4 3.2 Fill Material: A wide range of soil types were encountered throughout the grading, however, when processed for replacement as fill, the soils consist primarily of sands with various degrees of silt and clay present (see Exhibit I). 4.0 Foundation Recommendations: 4.1 Expansive Soils: Representative soil samples were retrieved upon completion of grading of the subject lots for expansive soil swell testing. The swell test procedure utilized was the Uniform Building Code Test Designation Standard 29.2. The material tested consisted of silty sand. 4.2 Expansion Index: The samples tested registered expansion indexes ranging from 00 to 103, "Very Low to High" expansive potential. The following chart indicates expansion rate on a per tract and lot basis. Tract 21760 1 through 44 45 through 115 Tract 22761 "Low" "Very Low" Lots Expansion Rate 1 through 34, 38 41 through 57 68 through 80 "Very Low" 58 through 63 "Low" 35 through 37 39 through 40 64,through,67 "High" Soil Tech, Inc. (P Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 5 Tract 22762 Lots Expansion Rate 1 through 50 "Very Low" Our enclosed "Suggested Guidelines for Design of Foundation and Slab Systems" should be referenced concerning design of on-site foundations for single and two story wood -framed structures. 4.3 Steel Reinforcement: Our enclosed "Suggested Guidelines for Design of Foundation and Slab Systems" should be referenced concerning steel reinforcement for single and two story wood -framed structures. 4.4 Foundation Guidelines: The foundation guidelines are for expansive soil conditions only and should not preclude more rigid structural requirements. The project engineer should be consulted to confirm adequate structural reinforcement. 5.0 Conclusions and Recommendations: 5.1 General: Laboratory and field testing results indicate relative densities greater than 90 percent within the referenced fill portions of the subject site. 5.2 Acceptance of Work Performed: Soil Tech, Inc. should be notified with respect to future development of the subject lots which will encompass additional grading operations. Soil Tech, Inc. 1 U I I I 11 Coleman Homes Tracts 21760, June 15, 1990 Page 6 22761, 22762 The findings and recommendations expressed in this report are based on field and laboratory testing performed during the referenced grading operation and no warranty is expressed or implied beyond the direct representations of this report. Thank you for the opportunity to provide this report. Please direct any questions to this office. Respectfully Submitted, SOIL TECH, INC. Prepared B : ,' Ken Van Kalsbeek Manager of Operations KVK:JTR/sas ' Dist (4) Addressee Reviewed By: 4j�n Reinhart, RCE 23464 Executive Vice President Expiration: 12-31-93 Soil Tech, Inc. 1b Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 7 EXHIBIT I SUMMARY OF MOISTURE DENSITY RELATIONSHIPS ASTM -D-1557-70 Test No. Sample Description Max Density Opt Moist. 1. Brown silty sand. (SM) 128.5 9.1 2. Brown silty fine sand. (SM) 125.5 10.9 3. Brown clayey silty sand. (SM) 128.1 10.7 4. Tan fine sand. (SM) 118.1 12.8 5. Red brown silty sand. (SM) 131.9 7.5 6. Tan silty fine sand. (SM) 109.3 13.2 7. Tan silty fine sand. (SM) 124.3 10.6 8. Brown silty sand. (SM) 125.5 10.1 9. Light grey sandy silt. (ML) 104.4 17.1 10. Grey clayey silt. (ML) 90.0 21.2 Soli Tech, Inc. 0\ Coleman Homes Tracts 21760, June 15, 1990 Page 8 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil 8 No. Test Location Elev. % PCF Comp. Den. Type Comp 1. Lot 39, 21760 1046 8.5 118.0 91.8 128.5 1 90 2. Crt Ria 21760 1057 5.5 107.0 81.2 125.5 2 90 3. Retest #2 1057 5.5 103.8 83.0 125.5 2 90 4. Lot 39, 21760 1048 8.7 115.7 90.0 128.5 1 90 5. Lot 39, 21760 1050 7.0 120.1 93.5 128.5 1 90 6. Lot 38, 21760 1049 8.2 115.7 92.2 125.5 2 90 7. Lot 50, 21760 1051 11.8 113.9 90.0 125.5 2 90 8. Lot 38, 21760 1050 8.0 106.4 84.8 125.5 2 90 9. Lot 50, 21760 1053 8.2 115.8 92.2 125.5 2 90 10. Lot 50, 21760 1055 9.9 113.8 90.7 125.5 2 90 11. Retest # 8 1050 10.0 113.0 90.1 125.5 2 90 12. Lot 50, 21760 1055 9.6 117.4 93.0 125.5 2 90 13. Lot 6, 21760 1065 9.4 118.0 94.0 125.5 2 90 14. Lot 6, 21760 1065 9.3 116.7 93.0 125.5 2 90 15. Crt Ria 21760 1057 9.7 116.8 93.1 125.5 2 90 16. Retest #3 1057 9.5 112.6 90.0 125.5 2 90 17. Lot 6, 21760 1067 9.7 113.2 90.1 125.5 2 90 18. Lot 38, 21760 1054 9.0 116.3 90.8 .128.1 3 90 19. Lot 38, 21760 1056 8.5 .114.0 90.6 125.5 2 90 20. Lot 6, 2.1760 1069 9.6 114.5 91.2 125.5 2 90 21. Lot 50, 21760 1057 9.8 115.8 90.3 128.1 3 90 22. Lot 49, 21760 1058 9.5 115.7 90.3 128.1 3 90 23. Lot 51, 21760 1059 9.4 117.5 91.7 128.1 3 90 24. Lot 39, 21760 1061 9.2 115.2 90.0 128.1 3 90 25. Lot 5, 21760 1073 9.4 113.5 90.4 125.5 2 90 26. Lot 7, 2.1,760..,...1070 9.5 113.9 90.8 125.5 2 90 27. Lot 49, 21760 1060 12.4 112.5 88.0 128.1 3 90 28. Lot 37, 21760 1064 13.0 110.9 86.6 128.1 3 90 29. Lot 5, 21760 1067 13.4 111.3 86.9 128.1 3 90 Soil Tech, Inc \O ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 9 ' ' ' No. Test _Location FIELD Depth or Elev. EXHIBIT II SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Comp Max. Den Soil Type Req. % Comp ' 30. Lot 36, 21760 1059 11.0 121.0 94.5 128.1 3 90 31. Retest #31 1067 10.2 124.7 97.3 128.1 3 90 32. 33. Lot Lot 40, 7, 21760 21760 1062 .-1059 10.3 12.4 123.6 120.7 96.5 94.2 128.1 128.1 2 3 90 90 34. Lot 41, 21760 1062 12.2 122.7 95.8 128.1 3 90 35. Lot 51, 21760 1063 14.1 120.2 93.9 128.1 3 90 36. Lot 8, 21760 1072 11.2 125.5 97.9 128.1 3 90 37. Retest #28 1064 12.9 116.7 91.1 128.1 3 90 38. Lot 6, 21760 1067 13.3 120.0 93.7 128.1 3 90 39. Lot 7, 21760 1064 10.9 117.3 91.6 128.1 3 90 ' 40. Lot 36, 21760 1062 10.8 115.1 91.7 125.5 2 90 41. Lot 37, 21760 1066 10.0 122.9 96.0 128.1 3 90 42..Lot 43. Lot 41, 6, 21760 21760 1064 1068 10.8 11.0 120.1 123.1 94.0 96.1 128.1 128.1 3 3 90 90 44. Lot 50, 21760 1066 10.4 123.0 96.0 128.1 3 90 45. Lot 38, 21760 1070 8.7 123.0 96.0 128.1 3 90 ' 46. Lot 40, 21760 1067 9.5 120.6 94.1 128.1 3 90 47. Lot 50, 21760 1068 10.3 121.6 95.0 128.1 3 90 48. Retest #27 . 1060 10.7 120.6 94.2 128.1 3 90 49. Corte Rialto 1071 10.1 120.3 94.0 128.1 3 90 50. Lot 5, 21760 1075 10.6 119.0 93.0 128.1 3 90 51. Lot 40, 21760 1069 7.7 120.5 94.0 128.1 3 90 ' 52. 53. Lot Lot 51, 49, 21760 21760 1071 1073 8.9 6.2 118.4 112.9 92.5 88.2 128.1 128.1 3 3 90 90 54. Retest #53 1073 8.7 119.7 93.4 128.1 3 90 55. Lot 5, 21760 1077 10.1 115.8 90.3 128.1 3 90 ' 56. Lot 6, 21760 1071 9.7 116.7 91.1 128.1 3 90 57. Lot 50, 21760 1070 9.9 115.0 90.0 128.1 3 90 58. Lot 38, 21760 1072 10.0 115.5 90.1 128.1 3 90 -1 ' SoU Tech, Ina [I ' Soil Tech, Inc _� VZ Coleman Tracts Homes 21760, 22761, 22762 June 15, 1990 Page 10 tEXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp Den Type Comp ' 59. Lot 41, 21760 1077 8.4 113.0 88.1 128.1 3 90 60. Lot 42, 21760 1078 8.2 116.4 91.0 128.1 3 90 1 61. 62. Retest Crt Ria #59 21760 1077 1073 9.4 9.6 114.3 115.8 90.0 90.4 128.1 128.1 3 3 90 90 63. Crt Ria 21760 1075 8.0 117.8 92.0 128.1 3 90 64. Crt Ria 21760 1078 5.7 119.6 93.3 128.1 3 90 65. Lot 31, 21760 1064 8.0 116.0 90.5 128.1 3 90 66. Lot 32, 21760 1058 7.2 118.2 92.3 128.1 3 90 67. Lot 41, 21760 1080 12.5 118.3 92.3 128.1 3 90 68. Lot 42, 21760 1080 7.6 125.3 97.8 128.1 3 90 ' 69. Lot 31, 21760 1066 9.4 114.7 90.0 128.1 3 90 70. Lot 48, 21760 1045 9.7 116.8 91.2 128.1 3 90 ' 71. 72. Lot Lot 46, 32, 21760 21760 1048 1060 10.2 5.7 114.9 120.4 90.0 94.0 128.1 128.1 3 3 90 90 73. Crt Ria 21760 1079 6.7 123.5 96.5 128.1 3 90 74. Lot 38, 21760 1073 11.8 121.1 94.5 128.1 3 90 ' 75. Lot 37, 21760 1074 8.7 115.3 90.0 128.1 3 90 76. Lot 30, 21760 1070 4.7 118.3 92.2 128.1 3 90 77. Lot 30, 21760 1071 6.0 122.3 95.4 128.1 3 90 78. Lot 33, 21760 1070 11.8 119.3 93.1 128.1 3 90 1 79. Lot 26, 21760 1081 8.2 117.8 92.0 128.1 3 90 80. Lot 38, 21760 1075 8.5 111.2 86.7 128.1 3 90 . ' 81. 82. Lot 39,2`1760 Retest #80 1076 1075 13.1 11.3 114.9 115.9 90.0 90.5 128.1 128.1 3 3 90 90 83. Lot 32, 21760 1067 8.4 120.0 93.5 128.1 3 90 84. Lot 31, 21760 1066 9.4 114.5 90.0 128.1 3 90 ' 85. Crt Ria 21760 1075 9.6 114.5 90.0 128.1 3 90 86. Lot 26, 21760 1080 9.1 116.4 91.0 128.1 3 90 87. Lot 32, 21760 1064 9.2 115.3 90.0 128.1 3 90 [I ' Soil Tech, Inc _� VZ [1 Soil Tech, Inc \3 ' Coleman Tracts Homes 21760, 22761, 22762 June 15, 1990 Page 11 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp Den Type Comp ' 88. Lot 27, 21760 1090 8.8 118.1 92.1 128.1 3 90 89. Lot 26, 21760 1090 8.1 117.5 92.0 128.1 3 90 ' 90. 91. Lot Lot 29, 21760 30, 21760 1090 1075 9.1 10.0 119.5 120.9 93.3 94.3 128.1 128.1 3 3 90 90 92. Lot 40, 21760 1071 11.5 114.5 90.0 128.1 3 90 93. Lot 115, 21760 1075 10.3 117.3 91.5 128.1 3 90 94. Lot 1, 21760 1075 9.8 116.3 91.0 128.1 3 90 95. Lot 107, 21760 1052 10.0 117.3 91.5 128.1 3 90 96. Lot 106, 21760 1052 10.1 116.0 91.0 128.1 3 90 97. Lot 107, 21760 1054 10.2 117.6 92.0 128.1 3 90 98. Lot 1, 21760 1077 10.4 106.1 96.5 109.3 6 90 99. Lot 44, 21760 1070 15.6 100.7 91.5 109.3 6 90 ' 100. 101. Lot Lot 40, 21760 108, 21760 1073 1055 9.7 10.3 115.9 116.0 90.4 90.5 128.1 128.1 3 3 90 90 102. Lot 88, 21760 1024 10.1 115.4 90.0 128.1 3 90 103. Lot 92, 21760 1020 8.0 117.3 91.8 128.1 3 90 104. Lot 89, 21760 1027 8.0 116.7 91.1 128.1 3 90 105. Lot 88, 21760 1028 9.1 119.4 93.2 128.1 3 90 106. Lot 96, 21760 1022 10.6 115.5 90.1 128.1 3 90 107. 108. Lot Lot 110, 21760 111, 2176-0 1060 1065 11.1 8.3 118.5 116.7 92.5 91.1 128.1 128.1 3 3 90 90 109. Lot 95, 21760 1024 10.3 116.2 91.0 128.1 3 90 110. Lot 97, 21760 1025 9.7 116.1 90.5 128.1 3 90 111. Lot 91, 21760 1044 10.5 117.1 91.5 128.1 3 90 112. Lot 86, 21760 1050 10.0 115.9 90.0 128.1 3 90 113. Lot 44, 21760 1072 11.2 116.7 91.1 128.1 3 90 ' 114. Lot 43, 21760 1072 10.7 117.7 92.0 128.1 3 90 115. Lot 39, 21760 1079 10.3 119.3 93.1 128.1 3 90 116. Lot 113, 21760 1070 12.1 116.4 90.8 128.1 3 90 [1 Soil Tech, Inc \3 I Soil Tech, Inc. A ' Coleman Tracts Homes 21760, 22761, 22762 June 15, 1990 Page 12 ' EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp Den Type Comp 117. Lot 107, 21760 1056 12.4 116.1 90.5 128.1 3 90 118. Lot 4, 21760 1080 11.3 117.4 91.5 128.1 3 90 ' 119. 120. Lot Lot 93, 21760 93, 21760 1030 1032 9.0 8.2 116.6 115.5 91.0 90.1 128.1 128.1 3 3 90 90 121. Lot 94, 21760 1034 10.3 115.5 90.2 128.1 3 90 122. Lot 37, 21760 1078 8.6 116.7 91.0 128.1 3 90 123. Lot 39, 21760 1080 11.8 102.2 94.0 109.3 6 90 124. Lot 29, 21760 1093 9.4 119.1 92.7 128.1 3 90 125. Lot 31, 21760 1070 8.7 115.9 90.5 128.1 3 90 126. Lot 32, 21760 1068 8.9 118.2 92.3 128.1 3 90 ' 127. Lot 87, 21760 1037 8.0 114.9 90.0 128.1 3 90 128. Lot 90, 21760 1045 7.3 123.5 96.2 128.1 3 90 ' 129. 130. Lot Lot 38, 21760 39, 21760 1081 1082 9.7 10.1 118.5 116.8 92.5 91.1 128.1 128.1 3 3 90 90 131. Lot 98, 21760 1030 10.5 117.8 91.8 128.1 3 90 132. Lot 96, 21760 1027 9.9 115.4 90.0 128.1 3 90 133. Lot 50, 21760 1038 9.9 117.6 92.0 128.1 3 90 134. Lot 30, 21760 1077 8.4 116.6 91.0 128.1 3 90 135. Lot 12,"21760'`1085 10.2 116.1 90.5 128.1 3 90 136. Crt Ria 21760 1079 10.6 116.9 91.2 128.1 3 90 ' 137. Lot 34, 21760 1076 11.5 117.6 91.8 128.1 3 90 138. Lot 99, 21760 1035 9.8 117.0 91.3 128.1 3 90 ' 139. 140. Lot Lot 51, 21760 50, 21760 10.2 1041 10.2 13.4 117.1 108.3 91.5 87.0 128.1 128.1 3 3 90 90 141. Lot 49, 21760 1041 12.8 106.3 84.7 125.5 2 90 142. Retest #140 1041 10.0 117.9 92.0 128.1 3 90 ' 143. Lot 5, 21760 1080 10.5 115.4 90.0 128.1 3 90 144. Lot 3, 21760 1079 10.0 115.2 90.0 128.1 3 90 145. Lot 3, 21760 1081 11.8 112.8 88.0 128.1 3 90 I Soil Tech, Inc. A I 1 11 rIJ Coleman Homes Tracts 21760, June 15, 1990 Page 13 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Den Soil Type Req. % Comp 146. Retest #145 1081 9.0 113.8 88.7 128.1 3 90 147. Lot 4, 21760 1081 10.2 114.7 90.0 128.1 3 90 148. Retest #146 1081 7.4 118.3 92.3 128.1 3 90 149. Lot 107, 21760 1057 12.0 106.2 83.0 128.1 3 90 150. Retest #149 1057 11.6 104.8 87.0 128.1 3 90 151. Retest #150 1057 8.8 122.8 96.0 128.1 3 90 152. Lot 107, 21760 1056 10.3 107.4 98.0 109.3 6 90 153. Lot 31, 21760 1072 11.1 120.2 99.0 128.1 3 90 154. Lot 32, 21760 1071 10.7 120.0 93.6 128.1 3 90 155. Lot 106, 21760 1057 12.8 109.0 92.3 118.1 4 90 156. Lot 29, 21760 1081 10.7 117.2 91.5 128.1 3 90 157. Lot 10, 21760 1080 10.3 115.5 90.1 128.1 3 90 158. Lot 28, 21760 1082 7.8 115.6 90.2 128.1 3 90 159. Lot 11, 21760 1082 6.0 115.7 90.3 128.1 3 90 160. Lot 13, 21760 1092 8.5 116.3 91.0 128.1 3 90 161. Lot 14, 21760 1097 10.0 116.6 91.0 128.1 3 90 162. Lot 33, 21760 1080 10.1 117.8 92.0 128.1 3 90 163. Lot 8, 21760 1082 10.1 112.7 95.0 118.1 4 90 164. Lot 9, 21760 1085 10.6 110.5 93.0 118.1 4 90 165. Lot 9, 21760 1073 9.3 115.5 90.2 128.1 3 90 166. Lot 2, 21760 1079 8.7 111.6 94.0 118.1 4 90 167. Lot 1, 21760 1079 9.7 112.8 95.0 118.1 4 90 168. Lot 30, 21760 1080 9.3 119.0 93.0 128.1 3 90 169. Lot 89, 21760 1039 11.8 111.6 87.1 128.1 3 90 170. Lot 35, 21760 1081 10.2 120.5 94.0 128.1 3 90 171. Lot 13, 21760 1095 11.6 114.5 90.0 128.1 3 90 172. Lot 10, 21760 1082 9.9 115.5 90.1 128.1 3 90 173. Lot 11, 21760 1081 9.5 118.3 92.3 128.1 3 90 174. Lot 6, 21760 1075 10.4 117.4 92.0 128.1 3 90 Soil Tech, Inc. ' Coleman Tracts Homes 21760, 22761, 22762 June 15, 1990 Page 14 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp Den Type Como ' 175. Preece Lane 1078 10.7 107.8 91.0 118.1 4 90 176. Lot 6, 21760 1078 10.1 116.0 90.5 128.1 3 90 ' 177. 178. Lot Lot 39, 21760 7, 21760 1081 1080 9.5 8.4 112.3 102.6 90.0 94.0 125.5 109.3 2 6 90 90 179. Retest 169 1039 9.11 123.1 96.1 128.1 3 90 180. Lot 50, 21760 1044 7.5 117.8 92.0 128.1 3 90 ' 181. Lot 98, 21760 1036 10.7 113.8 90.6 125.5 2 90 182. Retest #141 1041 8.9 113.3 90.3 125.5 2 90 183. Lot 86, 21760 1037 13.6 118.9 92.8 128.1 3 90 184. Lot 95, 21760 1040 9.2 115.6 90.3 128.1 3 90 ' 185. Lot 91, 21760 1037 10.1 119.4 93.3 128.1 3 90 186. Lot 97, 21760 1036 11.4 116.6 91.1 128.1 3 90 ' 187. 189. Lot Lot 50, 21760 107, 21760 1050 1062 8.6 9.4 117.1 113.2 91.4 90.2 128.1 125.5 3 2 90 90 190. Lot 16, 21760 1110 8.4 107.5 90.4 118.1 4 90 191. Lot 9, 21760 1099 13.3 113.6 90.5 125.5 2 90 ' 192. Lot 3, 21760 1092 12.4 112.3 90.0 125.5 2 90 193. Lot 33, 21760 1082 11.4 112.4 87.7 128.1 3 90 194. Lot 34, 21760 1081 11.1 112.8 88.0 128.1 3 90 195. Lot 32, 21760 1075 11.0 116.0 90.5 128.1 3 90 ' 196. Lot 31, 21760 1075 11.5 115.6 90.3 128.1 3 90 197. Retest 193 1086 7.1 116.0 92.4 125.5 2 90 ' 198. 199. Retest 194 Lot 28, 21760 1081 1085 8.8 10.1 117.3 103.9 91.5 95.3 128.1 109.3 3 6 90 90 200. Lot 29, 21760 1086 8.6 111.9 90.0 124.3 7 90 201. Lot 107, 21760 1062 10.9 113.5 90.4 125.5 2 90 ' 202. Lot 112, 21760 1073 8.9 118.0 92.2 128.1 3 90 203. Lot 110, 21760 1068 11.8 118.2 92.3 128.1 3 90 204. Lot 29, 21760 1084 11.6 117.8 92.0 128.1 3 90 ' Soil Tech, Inc I-1 I 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Coleman Homes Tracts 21760, Moist Cont. % June 15, 1990 Rel. % Comp. Page 15 Soil Type Req. % Com I-1 I 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Den. Soil Type Req. % Com 205. Lot 32, 21760 1086 11.5 115.5 90.2 128.1 3 90 206. Lot 11, 21760 1192 9.4 112.8 90.0 125.5 2 90 207. Lot 109, 21760 1060 9.6 116.3 90.8 128.1 3 90 208. Lot 112, 21760 1072 7.6 115.3 91.9 125.5 2 90 209. Lot 110, 21760 1068 9.2 115.0 91.6 125.5 2 90 210. Lot 113, 21760 1076 8.1 114.8 91.5 125.5 2 90 211. Lot 34, 21760 1084 11.0 112.7 90.0 125.5 2 90 212. Lot 52, 21760 1088 7.5 113.2 90.7 124.3 7 90 213. Lot 111, 21760 1070 9.5 118.0 92.1 128.1 3 90 214. Lot 115, 21760 1082 10.3 116.7 91.1 128.1 3 90 215. Lot 44, 21760 1078 10.3 117.6 92.0 128.1 3 90 216. Lot 42, 21760 1081 10.8 117.5 92.0 128.1 3 90 217. Lot 39, 21760 1082 11.0 116.6 91.0 128.1 3 90 218. Lot 38, 21760 1084 12.6 116.7 91.0 128.1 3 90 219. Lot 13, 21760 1097 10.5 116.3 90.7 128.1 3 90 220. Lot 11, 21760 1086 9.9 116.2 91.0 128.1 3 90 221. Lot 32, 21760 1088 13.0 110.4 92.9 118.1 4 90 222. Lot 33, 21760 1083. 13.5 108.3 91.2 118.1 4 90 223. Lot 29, 21760, 1088 9.5 107.5 90.5 118.1 4 90 224. Lot 24, 21760 1086 10.6 107.1 90.1 118.1 4 90 225. Lot 30, 21760 1086 13.5 113.6 95.5 118.1 4 90 226. Lot 9, 21760 1089 13.6 110.2 92.7 118.1 4 90 227. Lot 31, 21760 1088 10.4 115.5 92.1 125.5 2 90 228. Lot 29, 21760 1088 12.7 105.9 85.4 124.3 7 90 229. Retest 228 1088 9.9 111.6 90.0 124.3 7 90 230. Lot 13, 21760 1093 8.9 113.8 91.8 124.3 7 90 231. Lot 109, 21760 1063 14.2 115.4 92.0 125.5 2 90 232. Lot 113, 21760 1075 10.1 117.4 93.6 125.5 2 90 233. Lot 107,21760-•1060 13.9 102.6 82.7 124.3 7 90 Soil Tech, Inc. V1 ' Coleman Homes Tracts 21760, 22761, 22762 Location June 15, 1990 Moist Cont. % Page 16 Rel. % Como Max. Den Soil Type Req. % Comp 234. Retest 233 H 11 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Como Max. Den Soil Type Req. % Comp 234. Retest 233 1060 11.5 104.7 84.4 124.3 7 90 235. Lot 108, 21760 1063 9.6 108.8 87.7 124.3 7 90 236. Lot 109, 21760 1065 11.2 108.6 87.6 124.3 7 90 238. Retest 235 1063 9.6 111.1 90.0 124.3 7 90 239. Retest 236 1065 11.1 111.3 90.0 124.3 7 90 240. Lot 110, 21760 1068 8.9 106.5 90.0 118.1 4 90 241. Lot 111, 21760 1071 8.4 106.5 90.0 118.1 4 90 242. Lot 112, 21760 1074 12.6 113.1 90.2 125.5 2 90 243. Lot 27, 21760 1086 9.5 118.8 92.7 128.1 3 90 244. Lot 24, 21760 1088 9.6 118.1 92.2 128.1 3 90 245. Lot 35, 21760 1085 10.4 119.1 93.0 128.1 3 90 246. Lot 34, 21760 1086 9.5 116.3 91.8 128.1 3 90 247. Lot 15, 21760 1100 9.8 111.5 94.0 118.1 4 90 248. Lot 13, 21760 1097 10.5 106.3 90.0 118.1 4 90 249. Lot 10, 21760 1087 11.4 108.7 91.0 118.1 4 90 250. Lot 32, 21760 1091 11.0 111.3 94.0 118.1 4 90 251. Lot 30, 21760 1091 11.4 112.2 94.5 118.1 4 90 252. Lot 114, 21760 1081 10,3 108.2 91.1 118.1 4 90 253. Lot 90, 21760 1036 10.3 111.7 90.1 124.3 7 90 254. Lot 102, 21760 1050 8.6 111.6 90.0 124.3 7 90 255. Lot 85, 21760 1047 10.4 120.1 93.2 128.5 1 90 256. Lot 56, 21760 1051 8.1 108.2 91.1 118.1 4 90 257. Lot 91, 21760 1036 11.1 113.7 91.7 124.3 7 90 258. Lot 30, 21760 1094 12.2 107.5 90.5 118.1 4 90 259. Lot 32, 21760 1091 13.3 100.2 91.3 109.3 6 90 260. Lot 10, 21760 1078 12.7 108.2 91.1 118.1 4 90 261. Lot 70, 21760 1080 13.1 115.8 90.0 128.5 1 90 262. Lot 29, 21760 1095 10.9 99.8 91.3 109.3 6 90 Soil Tech, Inc. �s 1 ' Soil Tech, Inc. �-1 \0% Coleman Homes ' Tracts 21760, 22761, 22762 June 15, 1990 Page 17 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % ' No. Test Location Elev. % PCF Comp Den Type Comp 263. Lot 31, 21760 1092 12.2 112.2 90.5 124.3 7 90 264. Lot 71, 21761 1081 12.1 116.5 90.5 128.5 1 90 ' 265. Lot 8, 21761 1082 11.8 115.3 90.0 128.5 1 90 266. Lot 70, 21760 1082 9.1 110.6 93.6 118.1 4 90 267. Lot 14, 21760 1101 8.8 111.7 94.5 118.1 4 90 268. Lot 12, 21760 1098 10.6 106.8 90.5 118.1 4 90 ' 269. Lot 11, 21760 1095 11.8 107.7 91.6 118.1 4 90 270. Lot 31, 21760 1093 11.5 110.4 93.5 118.1 4 90 ' 271. 272. Lot Lot 42, 33, 21760 21760 1078 1086 11.2 10.1 102.1 118.5 93.5 92.5 109.3 128.1 6 3 90 90 273. Lot 35, 21760 1087 10.8 116.6 91.0 128.1 3 90 274. Lot 30, 21760 1095 10.9 115.7 90.3 128.1 3 90 ' 275. Lot 7, 21760 1084 10.2 112.3 95.6 118.1 4 90 276. Lot 8, 21760 1085 10.8 109.9 93.5 118.1 4 90 277. Lot 68, 21760 1097 10.5 118.8 93.0 128.1 3 90 278. Lot .69, 21760 1100 9.5 114.8 90.0 128.1 3 90 ' 279. Lot 68, 21760 1100 10.1 117.0 91.3 128.1 3 90 280. Lot 72, 21760 1082 9.8 115.9 90.5 128.1 3 90 ' 281. 282. Lot Lot 8, 10, 21760 21760 1082 1078 11.2 10.2 111.2 108.8 94.0 92.0 118.1 118.1 4 4 90 90 283. Lot 73, 21760 1080 9.6 107.9 91.4 118.1 4 90 284. Lot 14, 21760 1098 12.7 109.3 92.5 118.1 4 90 ' 285. Lot 11, 21760 1097 9.7 102.4 93.7 109.3 6 90 286. Lot 7, 21760 1084 11.3 106.5 90.5 118.1 4 90 287. Loto 9, 21760 ,1086 11.9 107.6 91.1 118.1 4 90 288. Lot 10, 21760 1080 11.4 109.2 92.4 118.1 4 90 ' 289. Lot 8, 21760 1084 12.2 110.2 93.2 118.1 4 90 290. Lot 70, 21760 1092 10.2 108.7 92.0 118.1 4 90 ' 291. Lot 71, 21760 1094 9.4 110.4 92.5 118.1 4 90 1 ' Soil Tech, Inc. �-1 \0% C U D U [I D 1-1 11 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 18 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Den Soil Type Req. % Comp 292. Lot 11, 21760 1086 11.3 113.0 90.0 125.5 2 90 293. Lot 87, 21760 1043 7.0 118.5 90.0 131.9 5 90 294. Lot 90, 21760 1041 8.0 118.2 90.0 131.9 5 90 295. Lot 98, 21760 1039 7.1 118.5 90.0 131.9 5 90 296. Lot 92, 21760 1037 10.4 117.4 91.5 128.1 3 90 297. Lot 95, 21760 1037 9.7 115.9 90.4 128.1 3 90 298. Lot 50, 21760 1052 10.1 116.8 91.2 128.1 3 90 299. Lot 72, 21760 1084 10.6 115.6 90.2 128.1 3 90 300. Lot 71, 21760 1096 10.4 115.4 90.1 128.1 3 90 301. Lot 70, 21760 1099 7.4 117.5 92.0 128.1 3 90 302. Lot 73, 21760 1099 10.3 116.3 91.0 128.1 3 90 303. Lot 69, 21760 1112 10.1 116.4 91.0 128.1 3 90 304. Lot 67, 21760 1117 10.5 117.2 91.5 128.1 3 90 305. Lot 5, 21760 1104 10.0 116.4 91.0 128.1 3 90 306. Lot 70, 21760 1112 10.1 116.4 91.0 128.1 3 90 307. Lot 34, 22762 1046 9.8 111.7 94.5 118.1 4 90 308. Lot 8, 22761 1098 10.5 115.8 90.0 128.5 1 90 309. Lot 10, 22761 1096 10.1 116.5 90.5 128.5 1 90 310. Lot 71, 21760 1100 8.8 115.6 90.0 128.5 1 90 311. Lot 115, 21760 1085 11.1 117.2 91.0 128.5 1 90 312. Lot 115, 21760 1087 12.2 117.0 90.9 128.5 1 90 313. Lot 96, 21760 1036 9.3 115.7 90.0 128.5 1 90 314. Lot 89, 21760 1039 9.3 115.6 90.0 128.5 1 90 315. Lot 93, 21760 1042 12.3 116.5 90.5 128.5 1 90 316. Lot 95, 21760 1038 8.7 120.1 91.0 131.9 5 90 317. Lot 90, 21760 1046 10.2 121.6 92.2 131.9 5 90 318. Lot 50, 21760 1044 10.7 113.9 90.7 125.5 2 90 319. Lot 57, 21760 1050 8.3 120.2 91.1 131.9 5 90 320. Lot 85, 21760 1068 9.1 120.8 91.5 131.9 5 90 Soil Tech, Ina 7110 IM M M M M Coleman Homes Tracts 21760, June 15, 1990 Page 19 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Den Soil Type Req. % Comp 321. Lot 98, 21760 1040 8.6 119.9 "90.9 131..9 5 90 322. Lot 94, 21760 1048 9.5 121.0 91.7 131.9 5 90 323. Lot 92, 21760 1050 9.2 119.8 90.8 131.9 5 90 324. Lot 34, 22762 1048 10.7 117.1 91.5 128.1 3 90 325. Lot 35, 22672 1050 9.8 116.0 90.5 128.1 3 90 326. Lot 34, 22762 1052 10.1 116.8 91.1 128.1 3 90 327. Lot 41, 22762 1056 9.9 117.3 91.5 128.1 3 90 328. Lot 34, 22762 1041 13.3 107.7 91.1 118.1 4 90 329. Lot 34, 22762 1043 10.2 111.7 94.5 118.1 4 90 330. Lot 34, 22762 1045 10.4 111.2 94.1 118.1 4 90 331. Lot 95, 21760 1040 9.8 112.9 90.0 125.5 2 90 332. Lot 34, 22762 1048 9.6 109.7 93.0 118.1 4 90 333. Lot 88, 21760 1055 11.7 108.6 91.4 118.1 4 90 334. Lot 94, 21760 1042 12.2 115.4 90.0 128.5 1 90 335. Lot 98, 21760 1048 8.9 117.7 89.3 131.9 5 90 336. Retest 335 1048 9.4 118.7 90.0 131.9 5 90 337. Lot 100, 21760 1050 10.2 119.3 90.5 131.9 5 90 338. Lot 51, 21760 1050 8.6 108.8 91.6 118.8 4 90 339. Lot 49, 21760 1052 8.5 110.3 92.9 118.8 4 90 340. Lot 93, 21760 1048 9.6 110.7 93.2 118.8 4 90 341. Lot 93 21760 1039 11.6 108.8 91.6 118.8 4 90 342. Lot 90; 21760 "-1049 8.9 110.9 93.1 118.8 4 90 343. Lot 86, 21760 1057 9.0 112.7 90.9 124.3 7 90 344. Lot 96, 21760 1050 8.7 109.2 92.0 118.1 4 90 345. Lot 99, 21760 1050 8.0 108.7 91.5 118.1 4 90 346. Lot 57, 21760 1051 8.6 109.1 91.9 118.1 4 90 347. Lot 89, 21760 1051 8.0 107.1 90.2 118.1 4 90 348. Lot 34, 22762 1056 8.6 107.6 84.0 128.1 3 90 349. Lot 34, 22762 1058 8.9 115.8 90.4 128.1 3 90 Soil Tech, Ina v% L1 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 20 [1 Soil Tech, Inc. V No. Test Location FIELD Depth or Elev. EXHIBIT II SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Comp Max. Soil Den Type Req. % Comp, ' 350. Lot 41, 22762 1058 8.8 116.5 90.9 128.1 3 90 351. 352. Lot Lot 42, 47, 22762 22762 1060 1062 9.0 9.2 118.1 119.2 92.2 93.1 128.1 128.1 3 3 90 90 353. Retest 348 1056 9.9 116.3 90.8 128.1 3 90 354. Lot 34, 22762 1054 8.6 114.6 90.0 128.1 3 90 355. Lot 35, 22762 1059 10.2 118.8 92.8 128.1 3 90 356. Lot 40, 22762 1061 9.6 114.8 90.0 128.1 3 90 357. Lot 33, 22762 1060 8.2 114.9 90.0 128.1 3 90 358. Lot 43, 22762 1061 9.7 118.1 92.3 128.1 3 90 359. Lot 34, 22762 1058 9.2 114.1 90.9 125.5 2 90 360. Lot 36, 22762 1061 8.1 118.0 92.2 128.1 3 90 361. Lot 41, 22762 1060 8.4 118.7 92.7 128.1 3 90 ' 362. Lot 43, 22762 1063 9.0 118.8 92.7 128.1 3 90 363. Lot 33, 22762 1060 8.6 113.6 90.5 125.5 2 90 364. Lot 49, 22762 1064 8.5 115.5 90.2 128.1 3 90 365. Lot 47, 22762 1065 9.1 117.0 91.4 128.1 3 90 366. Lot 40, 22762 F.G. 11.8 109.2 92.0 118.1 4 90 367. Lot 37,' 21760" F'.G. 11.5 115.1 90.0 128.1 3 90 368. Lot 38, 21760 F.G. 13.9 106.6 90.2 118.1 4 90 369. Lot 39, 21760 F.G. 10.5 108.5 91.3 118.1 4 90 370. Lot 96, 21760 1046 10.5 115.0 91.7 125.5 2 90 371. Lot 91, 21760 1047 10.8 113.8 90.7 125.5 2 90 372. Lot 51, 21760 1047 12.2 108.2 91.6 118.1 4 90 373. Lot 49, 21760 1047 11.9 107.8 91.3 118.1 4 90 374. Lot 88, 21760 1053 8.3 123.4 93.6 131.9 5 90 375. Lot 90, 21760 1049 12.1 109.7 92.9 118.1 4 90 376. Lot 93, 21760 1048 8.5 124.7 94.5 131.9 5 90 377. Lot 99, 21760 1048 8.6 121.9 92.4 131.9 5 90 378. Lot 95, 21760 1049 8.4 122.7 92.7 131.9 5 90 [1 Soil Tech, Inc. V I 1 1 ,'I I I [1 I I I 11 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Coleman Homes ' Tracts 21760, Rel. % Como June 15, 1990 Soil Type Page 21 379. lot I 1 1 ,'I I I [1 I I I 11 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev: Moist Cont. % Dry Den. PCF Rel. % Como Max. Den Soil Type Req. % Como 379. lot 89, 21760 .1.045 7.9 107.9 81.6 131.9 5 90 380. Lot 98, 21760 1049 8.1 120.0 91.0 131.9 5 90 381. Lot 34, 22762 1061 11.4 116.0 90.6 128.1 3 90 382. Lot 33, 22762 1062 10.2 116.2 90.7 128.1 3 90 383. Lot 32, 22762 1061 9.6 112.9 90.0 125.5 8 90 384. Lot 35, 22762 1061 10.4 113.2 90.2 125.5 8 90 385. Lot 17, 21760 1114 10.2 112.7 90.0 125.5 2 90 386. Lot 10, 21760 1102 9.5 113.5 90.5 125.5 2 90 387. Lot 2, 21760 1087 10.1 113.8 90.5 125.5 2 90 388. Lot 41, 22762 1062 10.5 112.3 90.0 125.5 2 90 389. Lot 16, 21760 1116 9.5 115.1 91.7 125.5 2 90 390. Lot 4, 21760 1088 10.2 113.5 90.5 125.5 2 90 391. Lot 115, 21760 F.G 9.2 116.5 90.9 128.1 3 90 392. Lot 53, 21760 F.G. 7.0 94.5 80.0 118.1 4 90 393. Lot 54, 21760 F.G. 3.0 104.9 81.9 128.1 3 90 394. Lot 55, 21760 F.G. 3.6 102.7 80.2 128.1 3 90 395. Lot 34, 22762 1062 11.0 109.1 92.3 118.1 4 90 396. Lot 36, 22762 1064 9.2 117.7 91.9 128.1 3 90 397. Lot 40, 22762 1065 8.9 116.8 91.2 128.1 3 90 398. Lot 42, 22762 1066 10.2 118.7 92.7 128.1 3 90 399. Lot 35, 22762 1064 8.2 117.3 91.6 128.1 3 90 400. Lot 41, 22762 1068 10.1 117.6 91.8 128.1 3 90 401. Lot 39, 22762 1069 10.0 116.5 90.9 128.1 3 90 402. Lot 40, 22762 1066 12.2 107.1 90.7 118.1 4 90 403. Lot 34, 22762 1066 14.1 105.9 90.0 118.1 4 90 404. Lot 42, 22762 1068 11.8 108.6 91.8 118.1 4 90 405. Lot 36, 22762 1068 12.8 108.1 91.6 118.1 4 90 406. Lot 44, 22762 1069 12.7 108.0 91.4 118.1 4 90 407. Lot 42, 22762 1071 10.7 113.9 91.0 125.5 2 90 Soil Tech, Inc. l/ 11 I I 1! J 1 1-1 I I`1 Coleman Homes Tracts 21760, June 15, 1990 Page 22 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 408. Lot 38, 22762 1071 9.4 113.1 90.1 125.5 2 90 409. Lot 46, 22762 1073 10.2 113.5 90.5 125.5 2 90 410. Lot 48, 22762 1074 10.7 112.1 90.0 125.5 2 90 411. Lot 44, 22762 1073 11.1 113.2 90.2 125.5 2 90 412. Lot 50, 22762 1079 10.5 116.3 91.0 128.1 3 90 413. Lot 31, 22762 1070 10.8 114.8 90.0 128.1 3 90 414. Lot 8, 21760 1088 8.8 111.9 94.7 118.1 4 90 415. Lot 8, 21760 1081 8.7 106.1 90.0 118.1 4 90 416. Lot 115, 21760 1086 8.6 114.0 91.0 125.5 2 90 417. Lot 115, 21760 1085 9.0 114.2 91.0 125.5 2 90 418. Lot 46, 22762 1070 10.1 113.1 90.1 125.5 2 90 419. Lot 46, 22762 1072 9.8 114.0 91.0 125.5 2 90 420. Lot 42, 22762 1072 9.5 117.9 92.0 128.1 3 90 421. Lot '36,""22762 '-1071 10.1 118.6 92.6 128.1 3 90 422. Lot 46, 22762 1075 11.2 116.7 91.1 128.1 3 90 423. Lot 51, 21760 1049 7.2 113.9 88.9 128.1 3 90 424. Lot 94, 21760 1050 9.5 113.0 90.0 125.5 2 90 425. Lot 93, 21760 1052 10.5 113.0 90.0 125.5 2 90 426, Lot 51, 21760 1049 10.1 114.8 90.0 128.1 3 90 427. Lot 90, 21760 1053 10.9 117.5 93.5 128.1 3 90 428. Lot 91, 21760 1054 10.9 116.9 91.2 128.1 3 90 429. Lot 96, 21760 1054 10.7 119.0 92.8 128.1 3 90 430. Lot 89, 21760 1053 10.8 118.2 92.2 128.1 3 90 431. Lot 34, 22762 1064 12.6 120.2 93.5 128.1 3 90 432. Lot 34, 22762 1065 10.5 121.9 95.1 128.1 3 90 433. Lot 33, 22762 1064 9.8 122.7 95.7 128.1 3 90 434. Lot 46, 22762 1075 10.6 119.4 93.1 128.1 3 90 435. Lot 48, 22762 1075 10.0 119.0 93.2 128.1 3 90 436. Lot 35, 21760 1089 10.7 95.6 87.5 109.3 6 90 Soil Tech, Inc 2A 11 I I I U Coleman Homes Tracts 21760, June 15, 1990 Page 23 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Den Soil Type Reg. % Comp 437. Lot 37, 21760 1086 9.4 110.1 93.1 118.1 4 90 438. Retest #436 1089 11.3 111.3 94.2 118.1 4 90 439. Lot 88, 21760 1054 8.6 116.9 91.2 128.1 3 90 440. Retest #379 1045 8.3 121.8 92.3 131.9 5 90 441. Lot 91, 21760 1055 11.9 114.8 90.0 128.1 3 90 442. Lot 93, 21760 1054 8.4 120.8 94.2 128.1 3 90 443. Lot 34, 22762 1068 8.5 110.4 93.4 118.1 4 90 444. Lot 35, 22762 1069 8.9 108.5 92.0 118.1 4 90 445. Lot 43, 22762 1075 9.3 123.4 96.3 128.1 3 90 446. Lot 41, 22762 1075 9.5 118.1 92.1 128.1 3 90 447. Lot 46, 22762 1077 9.8 109.3 92.5 118.1 4 90 448. Lot 48, 22762 1077 10.4 117.2 91.5 128.1 3 90 449. Lot 55, 22762 1091 9.0 116.0 90.5 128.1 3 90 450. Lot 90, 21760 1057 9.8 119.3 90.5 131.9 5 90 451. Lot 34, 22762 1064 11.0 105.9 90.0 118.1 4 90 452. Lot 36, 22762 1078 10.1 110.5 93.5 118.1 4 90 453. Lot 40, 22762 1076 9.2 109.9 93.1 118.1 4 90 454. Lot 42, 22762 1077 11.3 110.7 93.7 118.1 4 90 455. Lot 46, 22762 1078 11.6 109.1 92.3 118.1 4 90 456. Lot 46, 22762 1079 9.4 116.6 90.7 128.5 1 90 457. Lot 48, 22762 1079 10.6 116.6 90.9 128.5 1 90 458. Lot 33, 22762 1065 9.9 107.8 91.3 118.1 4 90 459. Lot 35, 22762 1067 12.8 108.1 91.6 118.1 4 90 460. Lot 40, 22762 1077 10.9 106.2 90.0 118.1 4 90 461. Lot 42, 22762 1078 10.5 105.7 90.0 118.1 4 90 462. Lot 18, 22762 1095 13.7 116.9 91.2 128.5 1 90 463. Lot 46, 22762 1079 12.3 116.0 90.6 128.5 1 90 464. Lot 31, 22762 1072 10.2 109.9 93.1 118.1 4 90 465. Lot 34, 22762 1066 9.2 109.2 92.4 118.1 4 90 Soil Tech, Inc Coleman Homes Tracts 21760, June 15, 1990 Page 24 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp 466. Lot 39, 22762 1073 13.1 109.7 92.9 118.1 4 90 467. Lot 43, 22762 1079 11.1 110.4 93.4 118.1 4 90 468. Lot 15, 22762 1093 9.8 107.4 90.9 118.1 4 90 469. Lot 46, 22762 1080 13.5 115.7 90.3 128.5 1 90 470. Lot 16, 22762 1094 14.1 115.8 90.4 128.5 1 90 471. Lot 35, 22762 1065 10.9 107.9 91.4 118.1 4 90 472. Lot 41, 22762 1078 10.2 107.0 90.6 118.1 4 90 473. Lot 36, 22762 1079 8.9 106.9 90.5 118.1 4 90 474. Lot 31, 22762 1073 10.1 107.1 90.6 118.1 4 90 475. Lot 39,, 22762 1074 11.1 117.8 92.0 128.5 1 90 476. Lot 34,`22762' 1067 10.1 106.4 90.1 118.1 4 90 477. Lot 43, 22762 1080 11.5 115.5 90.2 128.5 1 90 478. Lot 48, 22762 1080 14.2 107.2 90.8 118.1 4 90 479. Lot 46, 22762 1080 12.6 108.1 91.5 118.1 4 90 480. Lot 96, 21760 1050 9.4 122.0 94.9 128.5 1 90 481. Lot 97, 21760 1050 8.1 119.8 90.8 131.9 5 90 482. Lot 92, 21760 1050 9.1 121.7 94.7 128.5 1 90 483. Lot 90, 21760 1050 8.6 124.2 94.2 131.9 5 90 484. Lot 93, 21760 1051 7.9 120.4 91.3 131.9 5 90 485. Lot 99, 21760 1051 8.7 125.5 95.1 131.9 5 90 486. Lot 49, 22762 1081 14.1 110.0 93.1 118.1 4 90 487. Lot 46, 22762 1081 13.8 109.5 92.7 118.1 4 90 488. Lot 43, 22762 1081 14.5 109.3 92.5 118.1 4 90 489. Lot 39, 22762 1075 12.9 110.5 93.6 118.1 4 90 490. Lot 41, 22762 1079 10.9 111.0 94.0 118.1 4 90 491. Lot 30, 22762 1074 12.6 119.1 93.0 128.1 3 90 492. Lot 14, 22761 1094 10.9 117.0 91.3 128.1 3 90 493. Lot 16, 22762 1095 12.2 116.3 90.8 128.1 3 90 494. Lot 44, 22762 1081 11.1 115.0 90.0 128.1 3 90 Soil Tech, Inc. Z I 1 LI Coleman Homes Tracts 21760, June 15, 1990 Page 25 22761, 22762 . "I , , .. I . EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp 495. Lot 14, 22762 1095 9.7 120.0 91.0 131.9 5 90 496. Lot 46, 22762 1081 12.0 112.4 90.0 125.5 8 90 497. Lot 41, 22762 1080 17.9 103.3 87.5 118.1 4 90 498. Lot 23, 22762 1055 11.4 109.3 92.5 118.1 4 90 499. Crt Fre 22762 1060 13.4 116.4 90.9 128.1 3 90 500. Lot 27, 22762 1068 12.1 109.4 92.6 118.1 4 90 501. Lot 34, 22762 1068 12.3 109.5 92.7 118.1 4 90 502. Lot 32, 22762 1076 11.9 108.0 91.4 118.1 4 90 503. Retest 497 1080 14.2 107.5 91.1 118.1 4 90 504. Lot 51, 21760 1052 12.5 106.6 90.3 118.1 4 90 505. Lot 52, 21760 1053 11.2 118.9 94.7 125.5 2 90 506. Lot 35, 22762 1070 9.9 113.5 90.4 125.5 2 90 507. Lot 36, 22762 1071 10.2 115.6 92.1 125.5 2 90 508. Lot 95, 21760 1051 8.2 123.5 93.6 131.9 5 90 509. Lot 94, 21760 1051 7.9 120.1 91.1 131.9 5 90 510. Lot 87, 21760 1057 12.9 108.6 92.0 118.1 4 90 511. Lot 89, 21760 1056 8.6 123.4 93.6 131.9 5 90 512. Lot 23, 22762 1061 10.7 119.0 92.9 128.1 3 90 513. Lot 26, 22762 1062 12.1 115.0 90.0 128.1 3 90 514. Lot 22, 22762 1063 10.1 108.9 92.2 118.1 4 90 515. Lot 25, 22762 1064 9.3 107.5 91.0 118.1 4 90 516. Lot 17, 22762 1065 8.0 108.2 91.7 118.1 4 90 517. Lot 32, 22762 1078 9.9 117.5 91.4 128.5 1 90 518. Lot 33, 22762 1079 8.7 122.5 92.9 131.9 5 90 519. Lot 39, 22762 1080 12.9 110.6 93.7 118.1 4 90 520. Lot 40, 22762 1081 8.9 121.1 91.8 131.9 5 90 521. Lot 26, 22762 1067 9.1 123.5 93.6 131.9 5 90 522. Lot 30, 22762 1075 8.8 126.8 96.2 131.9 5 90 523. Lot 31, 22762 1076 9.2 117.6 91.5 128.5 1 90 Soil Tech, Ina 1 I ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 1 Page 26 ' ' No. Test Location FIELD Depth or Elev. EXHIBIT II SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Como Max. Soil Den Type Req. % Comp ' 524. Lot 47, 22762 1081 11.0 114.1 90.9 125.5 2 90 525. Lot 48, 22762 1082 8.5 126.0 95.5 131.9 5 90 526. Lot 37, 22762 1080 8.7 122.9 93.2 131.9 5 90 ' 527. Lot 82, 21760 1046 11.8 117.5 91.5 128.5 1 90 528. Lot 84, 21760 1047 10.6 116.4 90.5 128.5 1 90 529. Lot 87, 21760 1047 8.4 116.5 90.7 128.5 1 90 ' 530. Lot 21, 217.60.;,.1103 9.5 112.6 90.6 124.3 7 90 531. Lot 24, 21760 1065 6.3 117.6 91.5 128.5 1 90 532. Lot 22, 21760 1105 12.4 120.1 91.1 131.9 5 90 533. Lot 24, 21760 1064 11.8 119.5 90.6 131.9 5 90 ' 534. Lot 23, 21760 1065 7.1 118.1 91.9 128.5 1 90 535. Lot 20, 21760 1104 7.6 117.0 91.0 128.5 1 90 ' 536. 537. Lot Lot 25, 23, 21760 21760 1069 1065 13.7 13.1 106.7 108.4 90.4 91.8 118.1 118.1 1 1 90 90 538. Lot 42, 22762 1080 10.5 113.4 90.4 113.4 2 90 539. Lot 33, 22762 1080 12.4 108.6 92.0 118.1 4 90 ' 540. Lot 36, 22762 1080 12.7 108.9 92.2 118.1 4 90 541. Lot 92, 21760 1051 11.1 116.2 92.6 125.5 2 90 542. Lot 98, 21760 1051 9.9 117.6 91.5 128.5 1 90 543. Retest #423 1052 8.1 123.1 93.3 131.9 5 90 ' 544. Lot 52, 21760 1052 8.4 124.3 94.2 131.9 5 90 545. Retest 234 1060 10.8 118.9 95.7 124.3 7 90 ' 546. 547. Lot Lot 25, 33, 21760 21760 1069 1086 11.9 9.7 109.4 115.8 92.6 90.1 118.1 128.5 4 1 90 90 548. -Lot 36, 21760 1079 9.9 106.0 90.0 118.1 4 90 549. Lot 58, 21760 1055 10.9 109.2 92.5 118.1 4 90 ' 550. Lot 27, 21760 1073 8.5 110.3 93.3 118.1 4 90 551. Lot 28, 21760 1074 9.9 106.6 90.2 118.1 4 90 552. Lot 25, 21760 1054 15.9 106.8 90.4 118.1 4 90 Soil Tech, InG 11 k 11 [] Coleman Homes Tracts 21760, June 15, .1990 Page 27 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp 553. Lot 23, 21760. 1071 15.5 107.5 91.0 118.1 4 90 554. Lot 22, 21760 1075 10.7 110.7 93.7 118.1 4 90 555. Lot 24, 21760 1074 11.3 110.8 93.7 118.1 4 90 556. Lot 95, 21760 1052 13.8 114.8 91.4 125.5 2 90 557. Lot 92, 21760 1052 14.2 113.5 90.5 125.5 2 90 558. Lot 23, 22762 1070 7.7 120.6 91.4 131.9 5 90 559. Lot 89, 21760 1057 13.1 109.1 92.4 118.1 4 90 560. Lot 91, 21760 1052 8.6 125.0 94.8 131.9 5 90 561. Lot 26, 22762 1071 8.9 125.7 95.3 131.9 5 90 562. Lot 93, 21760 1052 12.5 106.8 90.5 118.1 4 90 563. Lot 97, 21760 1052 12.9 109.7 92.9 118.1 4 90 564. Lot 22, 22762 1073 9.0 125.6 95.2 131.9 5 90 565. Lot 86, 21760 1058 13.0 108.3 91.7 118.1 4 90 566. Lot 101, 21760 1052 7.8 122.2 92.6 131.9 5 90 567. Lot 24, 22762 1072 7.6 120.9 91.6 131.9 5 90 568. Lot 25, 22762 1073 8.0 120.2 91.1 131.9 5 90 569. Lot 90, 21760 1053 7.9 122.4 92.8 131.9 5 90 570. Lot 23, 22762 1072 12.7 108.5 91.9 118.1 4 90 571. Lot 26, 22762 1073 10.5 113.8 90.7 125.5 2 90 572. Lot 87, 21760 1058 12.9 108.2 91.6 118.1 4 90 573. Lot 88, 21760 1057 13.0 109.9 93.1 118.1 4 90 574. Lot 20, 22762 1078 9.9 115.0 91.6 125.5 2 90 575. Lot 21, 22762 1077 10.3 114.4 91.2 125.5 2 90 576. Lot 86, 21760 1059 8.5 117.5 91.4 128.5 1 90 577. Lot 90, 21760 1054 12.2 107.4 91.0 118.1 4 90 578. Lot 25, 22762 1074 11.9 108.3 91.2 118.1 4 90 579. Lot 22, 22762 1075 10.1 117.3 91.3 128.5 1 90 580. Lot 23, 22762 1074 9.8 116.0 90.3 128.5 1 90 581. Lot 27, 22762 1074 7.8 114.6 91.3 125.5 2 90 582. Lot 23, 22762 1070 10.4 107.9 91.4 118.1 4 90 -. - Soil Tech, Inc. ZA I FI 1 lu Coleman Homes Tracts 21760, June 15, 1990 Page 28 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Reg. % Comp 583. Lot 88, 21760 1058 11.7 105.9 90.0 118.1 4 90 584. Lot 87, 21760 1060 10.3 107.2 90.8 118.1 4 90 585. Lot 24, 22762 1075 8.3 122.6 93.0 131.9 5 90 586. Lot 20122762" 1079 8.7 122.1 92.6 131.9 5 90 587. Lot 26, 22762 1075 10.1 114.8 91.5 125.5 2 90 588. Lot 21, 22762 1078 9.8 113.2 90.2 125.5 2 90 589. Lot 106, 21760 1053 7.5 117.4 93.5 125.5 2 90 590. Lot 107, 21760 1055 11.3 106.6 90.3 118.1 4 90 591. Lot 106, 21760 1057 12.4 109.0 92.3 118.1 4 90 592. Lot 107, 21760 1059 12.1 108.1 91.5 118.1 4 90 593. Lot 100, 21760 1053 8.9 117.9 91.8 128.5 1 90 594. Lot 102, 21760 1054 8.1 122.9 93.2 131.9 5 90 595. Lot 42, 22761 1124 10.5 114.3 91.1 125.5 2 90 596. Lot 43, 22761 1123 8.3 122.5 92.9 131.9 5 90 597. Lot 86, 21760 1062 7.5 120.8 91.7 131.9 5 90 598. Lot 83, 21760 1056 10.3 110.8 93.8 118.1 4 90 599. Lot 83, 21760 1060 11.5 108.0 91.4 118.1 4 90 600. Lot 23, 21760 1076 9.0 112.8 90.0 125.5 2 90 601. Lot 25, 21760 1077 10.3 110.5 93.5 118.1 4 90 602. Lot 83, 21760 1066 10.2 108.4 91.8 118.1 4 90 603. Lot 83, 21760 1068 11.0 110.3 93.2 118.1 4 90 604, Lot 47, 22761 1126 11.9 107.9 91.4 118.1 4 90 605. Lot 48, 22761 1127 12.4 110.1 93.3 118.1 4 90 606. Lot 93, 21760 1053 9.2 116.5 90.7 128.5 1 90 607. Lot 99, 21760 1053 9.5 118.0 91.8 128.5 1 90 608. Lot 14, 22761 1096 11.8 109.7 92.9 118.1 4 90 609. Lot 15, 22761 1098 8.9 121.8 92.3 131.9 5 90 610. Lot 43, 22761 1125 9.7 117.7 91.6 128.5 1 90 611. Lot 42, 22761 1126 10.3 112.5 90.0 125.5 2 90 612. Lot 95, 21760 1053 13.4 102.7 94.0 109.3 6 90 Soil Tech, Ina Coleman Homes Tracts 21760, June 15, 1990 Page 29 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Soil Tech, Ina 1�i\ Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comb 613. Lot 91, 21760 1053 12.7 108.8 92.1 118.1 4 90 614. Lot 13, 22761 1104 12.9 108.9 92.2 118.1 4 90 615. Lot 17, 22761 1107 10.9 117.4 93.5 125.5 2 90 616. Lot 42, 22761 1128 10.1 119.3 92.8 128.5 1 90 617. Lot 43, 22761 1130 13.2 109.2 92.5 118.1 4 90 620. Lot 16, 22761 1108 10.2 112.5 90.0 125.5 2 90 621. Lot 14, 22761 1106 12.7 106.4 90.1 118.1 4 90 622. Lot 47, 22761 1129 17.1 107.4 90.9 118.1 4 90 623. Lot 48, 22761 1131 12.2 107.9 91.4 118.1 4 90 624. Lot 16, 22761 1102 12.7 109.4 92.7 118.1 4 90 625. Lot 14, 22761 1100 12.6 111.0 94.0 118.1 4 90 626. Lot 22, 22762 1080 9.0 115.8 90.1 128.5 1 90 627. Lot 24, 22762 1078 9.2 115.7 90.0 128.5 1 90 628. Lot 20, 22762 1081 8.7 119.8 90.8 131.9 5 90 629. Lot 23, 22762 1079 12.1 107.3 90.9 118.1 4 90 630. Lot 82, 21760 1074 12.7 105.8 90.0 118.1 4 90 631. Lot 81, 21760 1076 12.9 109.0 92.3 118.1 4 90 632. Lot 21, 22762 1082 8.3 120.7 91.5 131.9 5 90 633. Lot 22, 22762 1082 12.3 107.3 90.9 118.1 4 90 634. Lot 25, 22762 1081 10.4 115.0 91.6 125.5 2 90 635. Lot 26, 22762 1081 8.1 119.7 90.8 131.9 5 90 636. Lot 27, 22762 1079 10.7 109.2 92.5 118.1 4 90 637. Lot 28, 22762 1080 10.3 110.9 93.9 118.1 4 90 638. Lot 19,.22762 1088 6.9 119.1 90.3 131.9 5 90 639. Lot 21, 22762 1084 9.7 112.5 90.0 125.5 5 90 640. Lot 84, 22762 1068 10.8 103.8 87.8 118.1 4 90 641. Lot 23, 22762 1082 10.7 109.0 92.3 118.1 4 90 642. Lot 24, 22762 1082 12.9 106.4 90.1 118.1 4 90 643. Lot 20, 22762 1084 14.0 106.1 90.0 118.1 4 90 644. Lot 25, 22762 1082 12.5 107.5 91.0 118.1 4 90 Soil Tech, Ina 1�i\ ' Coleman Tracts Homes 21760, 22761, 22762 June 15, 1990 Page 30 ' EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp ' 645. Lot 22, 22762 1083 11.2 113.1 90.1 125.5 2 90 646. Lot 84, 21760 +13 12.2 106.1 90.0 118.1 4 90 647. 648. Lot Lot 80, 20, 21760 22762 +14 1085 12.9 12.6 109.0 109.8 92.3 93.0 118.1 118.1 4 4 90 90 649. Lot 23, 22762 1084 12.5 108.6 92.0 118.1 4 90 650. Lot 24, 22762 1084 9.7 116.2 90.4 128.5 1 90 651. Lot 21, 22762 1086 12.8 107.0 90.6 118.1 4 90 ' 652. Lot 19, 22762 1087 9.9 113.9 90.8 125.5 2 90 653, Lot 22, 22762 1086 10.1 112.6 90.6 124.3 7 90 654. Lot 42, 22762 1082 9.7 113.5 90.4 125.5 2 90 ' 655. Lot 40, 22762 1082 11.6 107.5 91.0 118.1 4 90 656. Retest 640 1068 14.0 117.6 95.1 118.1 4 90 657. Lot 25, 22762 1085 9.6 115.4 91.9 125.5 2 90 ' 658. Lot 26, 22762 1085 8.4 115.6 92.1 125.5 2 90 659. Lot 27, 22762 1085 15.7 103.8 94.9 109.3 6 90 660. Lot 31, 22762 1085 7.0 113.3 90.3 118.1 4 90 661. Lot 32, 22762 1084 6.7 112.5 90.0 118.1 4 90 662. Lot 27, 22762 1085 14.5 99.2 90.7 109.3 6 90 663. Lot 23, 22762 1087 13.7 98.4 90.1 109.3 6 90 664. Lot 26, 22762 1087 12.9 109.3 92.5 118.1 4 90 ' 665. Lot 25, 22762 1088 13.2 108.4 91.8 118.1 4 90 666. Lot 80, 21760 1079 11.4 105.7 90.0 118.1 4 90 667. Lot 82, 21760 1073 12.8 108.2 91.6 118.1 4 90 ' 668. Lot 85, 21760 1065 9.9 123.2 93.4 131.9 5 90 669. Lot 22, 22762 1088 13.1 109.9 93.1 118.1 4 90 670. Lot 20, 22762 1089 9.5 121.7 92.3 131.9 5 90 671. Lot 34, 22762 1085 10.1 113.3 90.3 125.5 2 90 ' 672. Lot 35, 22762 1086 12.3 105.9 90.0 118.1 4 90 673. Lot 24, 22762 1090 12.7 108.0 91.4 118.1 4 90 ' 674. Lot 21 22762 1091 10.0 112.8 90.0 125.5 2 90 I tSoil Tech, Ina Soil Tech, Inc. ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 31 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp ' 675. Lot 33, 22762 -1086 12.5 106.6 90.2 118..1 4 90 676. Lot 30, 22762 1086 11.5 108.9 92.2 118..1 4 90 ' 677. 678. Lot Lot 44, 41, 22762 22762 1086 1086 5.7 9.8 108.8 109.4 92.1 92.6 118.1 118.1 4 4 90 90 679. Lot 47, 22762 1086 6.9 113.2 95.8 118.1 4 90 680. Lot 62, 21760 1084 3.9 108.8 92.1 118.1 4 90 ' 681. Lot 27, 21760 1080 8.9 104.3 88.3 118.1 4 90 682. Lot 26, 22762 1089 10.0 106.3 90.0 118.1 4 90 683. Lot 25, 22762 1092 9.9 108.1 91.5 118.1 4 90 684. Lot 33, 22762 1080 9.9 100.5 91.9 109.3 6 90 ' 685. 106, 21760 F.G. 8.4 118.8 90.0 131.9 5 90 686. Lot 107, 21760 F.G. 8.3 118.2 90.0 131.9 5 90 ' 687. 688. Lot Lot 109, 110, 21760 21760 F.G. F.G. 9.6 9.5 123.8 122.1 93.8 92.5 131.9 131.9 5 5 90 90 689. Lot 111, 21760 F.G. 8.1 120.9 91.2 131.9 5 90 690. Lot 112, 21760 F.G. 8.2 122.0 92.5 131.9 5 90 ' 691. Lot 113, 21760 F.G. 9.0 118.9 90.2 131.9 5 90 692. Lot 114, 21760 F.G. 9.2 120.6 91.4 131.9 5 90 693. Lot 45, 21760 F.G. 6.2 112.7 90.0 125.5 2 90 694. Lot 47, 21760 F.G. 9.5 113.9 90.8 125.5 2 90 ' 695. Lot 48, 21760 F.G. 7.3 121.8 92.3 131.9 5 90 696. Lot 49, 21760 F.G. 9.1 119.4 90.5 131.9 5 90 ' 697. 698. Lot Lot 50, 51, 21760 21760 F.G. F.G. 8.9 9.2 113.3 113.0 90.3 90.0 125.5 125.5 2 2 90 90 699. Lot 52, 21760 F.G. 6.5 109.6 87.3 125.5 2 90 700. Retest #392 F.G. 7.8 107.5 85.6 125.5 2 90 ' 701. Retest #393 F.G. 8.6 124.4 94.3 131.9 5 90 702. Retest #394 F.G. 8.0 125.0 94.7 131.9 5 90 703. Lot 56,.2.1760,• F.G. 8.4 120.0 90.9 131.9 5 90 704. Lot 57, 21760 F.G. 7.3 122.7 93.0 131.9 5 90 Soil Tech, Inc. I I 1 11 Coleman Homes Tracts 21760, June 15, 1990 Page 32 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Como 705. Lot 24, 22762 1092 9.5 118.7 92.4 128.5 1 90 706. Lot 22, 22762 1093 12.7 106.5 90.2 118.1 4 90 707. Lot 40, 22762 1087 13.9 103.5 94.7 109.3 6 90 708. Lot 41, 22762 1087 13.7 102.9 94.1 109.3 6 90 709. Lot 21, 22762 1093 13.4 103.9 95.1 109.3 6 90 710. Lot 23, 22762 1092 13.2 93.6 85.7 109.3 6 90 711. Lot 25, 21760 1101 12.1 99.3 90.9 109.3 6 90 712. Retest #681 1080 13.3 103.9 88.0 118.1 4 90 713. Lot 25, 22762 1093 12.8 108.5 91.9 118.1 4 90 714. Retest 710 1092 13.6 101.4 92.8 109.3 6 90 715. Lot 24, 22762 1093 12.5 108.0 91.4 118.1 4 90 716. Lot 20, 22762 1095 10.1 115.4 90.0 128.5 1 90 717. Lot 36, 22762 1087 12.9 109.1 92.4 118.1 4 90 718. Lot 34, 22762 1087 13.4 101.3 92.7 109.3 6 90 719. Lot 43, 22762 1087 12.4 105.7 90.0 118.1 4 90 720. Lot 48, 22762 1088 12.3 105.9 90.0 118.1 4 90 721. Lot 24, 22762 1094 9.8 115.8 90.1 128.5 4 90 722. Lot 23, 22762 1094 9.5 123.9 94.0 131.9 5 90 723. Lot 22, 22762 1095 9.7 112.9 90.0 125.5 2 90 724. Lot 19, 22762 1095 7.6 111.4 94.3 118.1 4 90 725. Lot 21, 22762 1096 8.4 109.7 92.9 118.1 4 90 725A.Lot 20, 22762 1096 11.1 111.9 94.7 118.1 4 90 726. Lot 34, 22762 1076 14.7 98.4 90.3 109.3 6 90 727. Lot 42, 22762 1077 13.5 99.4 91.0 109.3 6 90 728. Lot 30, 22762 1075 11.7 102.4 93.7 109.3 6 90 729. Lot 35, 22762 1079 14.2 109.3 90.0 109.3 6 90 730. Lot 26, ,227,62,.•1094 10.3 107.3 90.3 118.1 4 90 731. Lot 25, 22762 1094 10.1 106.6 90.0 118.1 4 90 732. Retest #712 1080 11.0 107.1 90.2 118.1 4 90 733. Lot 22, 22762 1096 10.0 109.2 91.9 118.1 4 90 Soil Tech, Inc. I 1 1 11 I 1 1 I I Coleman Homes Tracts 21760, June 15, 1990 Page 33 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 734. Lot 23, 22762 1095 10.4 111.3 93.7 118.1 4 90 735. Lot 26, 22762 1095 9.3 122.1 92.6 131.9 5 90 736. Lot 25, 22762 1095 8.9 122.5 92.9 131.9 5 90 737. Lot 69, 21760 1109 12.6 106.1 90.0 118.1 4 90 738. Lot 24, 21760 1105 13.1 108.9 92.2 118.1 4 90 739. Lot 20, 22762 1097 8.8 119.2 90.4 131.9 5 90 740. Lot 24, 22762 1096 12.5 106.8 90.5 118.1 4 90 741. Lot 22, 22762 1098 10.1 113.1 90.1 125.5 2 90 742. Lot 27, 22762 1096 13.0 109.5 92.7 118.1 4 90 743. Lot 19, 22762 1098 9.5 110.8 93.8 118.1 4 90 744. Lot 27, 22762 1097 15.7 101.0 92.4 109.3 6 90 745. Lot 25, 22762 1096 14.5 101.3 92.6 109.3 6 90 746. Lot 47, 22762 1089 14.7 101.0 92.3 109.3 6 90 747. Lot 40, 22762 1089 9.2 114.6 91.3 125.5 2 90 748. Lot 37, 22762 1090 11.7 110.9 93.9 118.1 4 90 749. Lot 102, 21760 F.G. 7.4 116.2 92.5 125.5 2 90 750. Lot 100, 21760 F.G. 9.0 115.7 92.2 125.5 2 90 751. Lot 98, 21760 F.G. 9.8 113.5 90.4 125.5 2 90 752. Lot 96, 21760 F.G. 8.0 116.5 92.8 125.5 2 90 753. Lot 94, 21760 F.G. 10.2 113.3 90.3 125.5 2 90 754. Retest 699 F.G. 8.7 121.3 96.7 125.5 2 90 755. Retest 700 F.G. 9.3 119.5 95.2 125.5 2 90 756. Lot 20, 22762 1098 8.1 113.8 90.6 125.5 2 90 757. Lot 26, 22762 1099 7.9 113.0 90.0 125.5 2 90 758. Lot 22, 22762 1099 8.1 114.0 90.8 125.5 2 90 759. Lot N,'2'270"-1099 8.8 116.3 92.6 125.5 2 90 760. Lot 21, 22762 1100 8.5 114.3 91.4 125.5 2 90 761. Lot 26, 22762 1100 9.1 113.5 90.4 125.5 2 90 762. Lot 23, 22762 1101 8.2 112.7 90.0 125.5 2 90 763. Lot 20, 22762 1101 9.1 114.2 91.0 125.5 2 90 Soil Tech, Inc / 37 ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 ' Page 34 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp ' 764. Lot 27, 22762 1101 8.8 115.7 92.2 125.5 2 90 765. Lot 22, 22762 1100 8.4 113.1 90.1 125.5 2 90 ' 766. 767. Lot Lot 24, 23, 22762 22762 1101 1102 10.4 11.2 106.0 100.4 90.0 91.8 118.1 109.3 4 6 90 90 768. Lot 26, 22762 1102 11.5 100.7 92.2 109.3 6 90 769. Lot 20, 22762 1103 11.0 99.2 90.7 109.3 6 90 ' 770. Lot 24, 22762 1103 10.4 107.9 91.3 118.1 4 90 771. Lot 27, 22762 1103 10.9 108.7 92.0 118.1 4 90 772. Lot 21, 22762 1104 11.6 101.6 92.9 109.3 6 90 773. Lot 23, 22762 1104 11.9 100.2 91.7 109.3 6 90 ' 774. Lot 25, 22762 1103 14.0 106.3 90.0 118.1 4 90 775. Lot 58, 21760 1068 10.4 106.3 90.0 118.1 4 90 ' 776. 777. Lot Lot 9, 74, 22762 22761 1104 1081 11.0 6.1 106.0 115.0 90.0 91.6 118.1 125.5 4 2 90 90 778. Lot 22, 22762 1104 8.9 111.4 94.4 118.1 4 90 779. Lot 26, 22762 1104 8.5 113.1 90.1 125.5 2 90 ' 780. Lot 68, 21760 1106 13.4 100.4 91.8 109.3 6 90 781. Lot 69, 21760 1111 12.1 102.8 94.0 109.3 6 90 782. Lot 24, 22762 1105 7.7 110.8 93.8 118.1 4 90 783. Lot 21, 22762 1105 8.2 108.7 92.1 118.1 4 90 ' 784. Lot 11, 22761 1083 10.9 115.5 90.0 128.5 1 90 785. Lot 21, 22762 1085 8.8 117.9 91.7 128.5 1 90 ' 786. 787. Lot Lot 20, 19, 22762 "2'2762 ""'1089 1087 10.1 10.1 117.1 116.6 91.1 90.8 128.5 128.5 1 1 90 90 788. Lot 20, 22762 1106 8.7 108.1 91.5 118.1 4 90 789. Lot 27, 22762 1106 8.9 110.4 93.5 118.1 4 90 790. Lot 23, 22762 1106 7.3 110.2 97.3 118.1 4 90 ' 791. Lot 28, 22762 1106 7.2 107.6 91.1 118.1 4 90 792. Lot 25, 22762 1107 12.3 108.0 91.5 118.1 4 90 ' 793. Lot 22, 22762 1107 15.9 103.5 94.7 109.3 4 90 [1 Soil Tech, Ina ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 ' Page 35 ' ' ' No Test Location FIELD Depth or Elev. EXHIBIT II SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Como. Max. Soil Den. Type Req. % Comp 794. Lts 5-6 21760 F.G. 5.7 106.5 90.2 118.1 4 90 795. Lot 1, 21760 F.G. S]..0 117.3 91.3 128.5 1 90 796. Lot 4, 21760 F.G. 12.6 112.5 90.0 125.5 2 90 ' 797. Lot 5, 21760 F.G. 9.8 114.4 91.1 125.5 2 90 798. Lot 6, 21760 F.G. 13.2 113.5 90.4 125.5 2 90 799. Lot 7, 21760 F.G. 13.5 112.5 90.0 125.5 2 90 ' 800. Lot 9, 21760 F.G. 11.3 115.4 92.0 125.5 2 90 801. Lot 10, 21760 F.G. 12.2 114.8 91.4 125.5 2 90 802. Lot 11, 21760 F.G. 11.7 115.3 91.8 125.5 2 90 803. Lot 12, 21760 F.G. 12.4 114.6 91.3 125.5 2 90 ' 804. Lot 13, 21760 F.G. 7.1 102.6 93.8 109.3 6 90 805. Lot 30, 21760 F.G. 11.1 114.5 91.2 125.5 2 90 806. Lot 32, 21760 F.G. 9.7 106.1 90.0 118.1 4 90 807. Lot 76, 22761 1091 11.6 118.6 92.3 128.5 1 90 808. Lot 75, 22761 1093 9.4 119.1 92.7 128.5 1 90 809. Lot 24, 22762 1107 4.7 116.6 90.8 128.5 1 90 ' 810. Lot 26, 22762 1107 5.0 117.2 91.2 125.5 1 90 811. Lot 75, 22761 1095 10.2 121.6 94.7 128.5 1 90 812. Lot 76, 22761 1097 10.7 120.3 93.6 128.5 1 90 813. Lot 70, 21760 1110 10.9 110.6 93.6 118.1 4 90 ' 814. Lot 21, 22762 1107 9.9 112.5 95.3 118.1 4 90 815. Lot 23, 22762'--1107 8.3 110.0 93.1 118.1 4 90 816. Lot 20, 22762 1107 11.6 109.2 92.5 118.1 4 90 ' 817. Lot 25, 22762 1108 11.8 108.5 91.9 118.1 4 90 818. Lot 22, 22762 1108 10.8 112.4 95.1 118.1 4 90 819. Lot 23, 22762 1091 11.8 106.6 90.3 118.1 4 90 ' 820. Lot 24, 21760 F.G. 10.8 111.2 94.2 118.1 4 2 90 90 821. Lot 25, 21760 F.G. 9.0 113.8 90.6 125.5 822. Lot 26, 21760 F.G. 8.8 115.2 91.8 125.5 2 90 ' 823. Lot 27, 21760 F.G. 11.4 108.2 91.6 118.1 4 90 ' Soil Tech, Inc. ' 3� 11 I Coleman Homes Tracts 21760, June 15, 1990 Page 36 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 824. Lot 27, 22762 1109 12.2 106.9 90.5 118.1 4 90 825. Lot 28, 21760 F.G. 9.3 108.3 91.7 118.1 4 90 826. Lot 74, 22761 1099 8.6 114.6 91.3 125.5 2 90 827. Lot 76, 22761 1101 8.6 120.4 95.9 125.5 2 90 828. Lot 3, 22761 1092 14.0 102.6 93.9 109.3 6 90 829. Lot 30, 22761 1092 11.2 101.6 92.9 109.3 6 90 830. Lot 44, 22761 1092 14.6 99.2 90.8 109.3 6 90 831. Lot 36, 22761 1092 7.2 117.3 91.3 128.5 1 90 832. Lot 32, 22761 1090 11.6 113.3 96.0 118.1 6 90 833. Lot 23, 22762 1109 10.8 107.8 91.3 118.1 4 90 834: Lot 35, 22762 1091 11.9 106.2 90.0 118.1 4 90 835. Lot 39, 22762 1091 8.4 108.9 92.2 118.1 4 90 836. Lot 47, 22762 1092 8.4 108.4 91.7 118.1 4 90 837. Lot 49, 22762 1092 8.9 107.3 90.8 118.1 4 90 838. Lot 41, 22762 1092 10.4 110.0 93.2 118.1 4 90 839. Lot 28, 22762 1108 11.1 98.3 90.0 109.3 6 90 840. Lot 29, 22762 1106 10.8 102.9 94.2 109.3 6 90 841. Lot 19, 22762 1110 10.3 103.3 94.5 109.3 6 90 842. Lot 18, 22761 1096 12.2 106.0 90.0 118.1 4 90 843. Lot 19, 22161 1096 14.8 107.0 90.6 118.1 4 90 844. Lot 20, 22761 1101 10.2 108.1 91.5 118.1 4 90 845. Lot 45, 22761 1101 12.2 106.8 90.4 118.1 4 90 846. Lot 25, 22761 1110 7.8 124.6 94.5 131.9 5 90 847. Lot 32, 22761 1112 6.9 123.4 93.6 131.9 5 90 848. Lot 5, 22762 1129 7.1 113.7 90.6 125.5 2 90 849. Lot 8, 22762 1128 6.8 114.2 91.0 125.5 2 90 850. Lot 45, 22762 1106 12.9 114.3 91.1 125.5 2 90 851. Lot 44, 22762 1105 12.5 108.6 92.0 118.1 4 90 852. Lot 79, 21760 F.G. 8.6 107.7 91.2 118.1 4 90 853. Lot 80, 21760 F.G. 9.2 114.1 90.9 125.5 2 90 Soil Tech, Ina$ I [1 1-1 U I Coleman Homes Tracts 21760, June 15, 1990 Page 37 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comg 854. Lot 81, 21760 F.G. 13.4 113.8 90.7 125.5 2 90 855. Lot 82, 21760 F.G. 8.6 114.3 91.1 125.5 2 90 856. Lot 83, 21760 F.G. 7.5 112.4 90.0 125.5 2 90 857. lot 84, 21760 F.G. 8.8 113.5 90.4 125.5 2 90 858. Lot 85, 21760 F.G. 9.3 111.1 94.1 118.1 4 90 859. Lot 19, 22762 1113 4.8 111.1 94.1 118.1 4 90 860. Lot 20, 22762 1113 6.5 129.1 97.9 131.9 5 90 861. Lot 21, 22762 1112 9.1 118.1 91.9 128.5 1 90 862. Lot 25, 22762 1109 8.7 112.5 90.0 118.1 4 90 863. Lot 26, 22762 1109 10.0 107.5 91.1 118.1 4 90 864. Lot 22, 22762 1110 8.7 114.8 91.5 125.5 2 90 865. Lot 24, 22762 1110 13.0 109.7 92.9 118.1 4 90 866. Lot 43, 22762 1093 8.5 121.0 91.7 131.9 5 90 867. Lot 46, 22762 1094 11.0 119.3 90.4 131.9 5 90 868. Lot 38, 22762 1094 9.8 119.4 90.5 131.9 5 90 869. Lot 12, 22762 1114 8.6 103.9 95.0 109.3 6 90 870. Lot 15,'22762"'"1102 15.2 104.1 95.3 109.3 6 90 871. Lot 14, 22762 1103 7.9 113.1 90.1 125.5 2 90 872. Lot 74, 22761 1103 7.0 117.5 91.4 128.5 1 90 873. Lot .76, 22761 1105 10.9 120.5 93.8 128.5 1 90 874. Lot 73, 21760 1098 13.5 101.2 92.5 109.3 6 90 875. Lot 74, 22761 1107 7.9 114.6 91.3 125.5 2 90 876. Lot 19, 22762 1115 8.9 108.5 91.8 118.1 4 90 877. Lot 20, 22762 1115 10.5 102.0 93.3 109.3 6 90 878. Lot 21, 22762 1114 9.8 103.1 94.4 109.3 6 90 879. Lot 75, 22761 1109 8.8 113.6 90.5 125.5 2 90 880. Lot 13, 22762 1110 8.2 106.9 90.5 118.1 4 90 881. Lot 15, 22762 1105 7.5 108.2 91.6 118.1 4 90 882. Lot 67, 22761 1108 9.3 111.6 94.5 118.1 4 90 883. Lot 66, 22761 1110 14.6 101.7 93.1 109.3 6 90 Soil Tech, Inc 3°� ' Soil Tech, Inc. Coleman Homes ' Tracts 21760, 22761, 22762 June 15, 1990 ' Page 38 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No Test Location Elev. % PCF Como. Den. Type Comp 884. Lot 15, 22762 1106 9.0 111.4 94.3 118.1 4 90 885. Lot 14, 22762 1108 10.4 108.6 92.0 118.1 4 90 886. Lot 73, 22761 1112 10.2 115.4 90.0 128.5 1 90 887. Lot 71, 22761 1114 10.2 115.4 90.0 128.5 1 90 888. Lot 72, 21760 1094 12.8 109.8 93.0 118.1 4 90 889. Lot 50, 22762 1094 14.0 107.9 91.4 118.1 4 90 ' 890. Lot 48, 22762 1097 11.0 121.1 94.2 128.5 1 90 891. Lot 40, 22762 1097 14.0 107.9 91.4 118.1 4 90 892. Lot 31, 22762 1096 10.5 116.4 92.7 125.5 2 90 893. Lot 33, 22762 1096 12.2 116.8 93.1 125.5 2 90 ' 894. Lot 39, 22762 1094 11.0 119.4 90.5 131.9 5 90 895. Lot 74, 21760 1094 5.0 111.8 94.7 118.1 4 90 896. Lot 44, 22762 1095 11.4 114.3 91.0 125.5 2 90 ' 897. Lot 30, 22762 1095 11.4 103.4 94.6 109.3 6 90 898. Lot 32, '-22762"""1097 8.0 108.6 92.0 118.1 4 90 899. Lot 35, 22762 1097 13.6 107.9 91.3 118.1 4 90 ' 900. Lot 73, 22761 1116 13.9 104.7 95.8 109.3 6 90 901. Lot 71, 22761 1118 9.1 107.8 91.7 118.1 4 90 902. Lot 76, 22761 1111 6.0 107.2 85.4 125.5 2 90 903. Retest #902 1111 10.2 114.4 91.2 125.5 2 90 904. Lot 76, 22761 1113 7.0 106.9 85.2 125.5 2 90 905. Lot 72, 22761 1119 13.3 110.8 93.8 118.1 4 90 \ 906. Lot 69, 22761 1120 10.1 101.5 92.9 109.3 6 90 ' 907. Retest 904 1113 6.2 113.0 90.1 125.5 2 90 908. Lot 75, 22761 1115 10.6 109.6 92.8 118.1 4 90 909. Lot 71, 22761 1121 9.5 114.0 90.8 125.5 2 90 ' 910. Lot 69, 22761 1122 9.7 113.0 90.0 125.5 2 90 911. Lot 12, 22761 1112 7.3 108.8 92.1 118.1 4 90 912. Lot 101, 21760 F.G. 12.0 107.1 90.7 118.1 4 90 ' 913. Lot 92, 21760 F.G. 10.9 113.4 90.3 125.5 2 90 ' Soil Tech, Inc. Soli Tech, Inc Coleman Homes ' Tracts 21760, 22761, 22762 June 15, 1990 ' Page 39 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No Test Location Elev. % PCF Comp. Den. Type Comp 1 914. Lot 90, 21760 F.G. 13.3 107.5 91.1 118.1 4 90 915. Lot 88, 21760 F.G. 13.1 105.9 90.0 118.1 4 90 916. Lot 86, 21760 F.G. 8.1 108.5 91.9 118.1 4 90 ' 917. Lot 67, 22761 1122 12.9 105.9 90.0 118.1 4 90 918. Lot 68, 22761 1122 14.4 100.3 91.8 109.3 6 90 919. Lot 38, 22762 1099 8.8 111.5 94.4 118.1 4 90 ' 920. Lot 40, 22762 1099 8.2 113.6 90.5 125.5 2 90 921. Lot 47, 22762 1100 8.9 113.6 90.5 125.5 2 90 922. Lot 49, 22762 1100 7.5 115.4 90.0 128.5 1 90 923. Lot 41, 22762 1099 11.0 113.9 90.8 125.5 2 90 ' 924. Lot 43, 22762 1099 9.8 114.5 91.2 125.5 2 90 925. Lot 34, 22762 1098 10.0 117.8 91.7 128.5 1 90 926. Lot 36, 22762,4098 9.5 116.2 90.4 128.5 1 90 ' 927. Lot 30, 22762 1098 7.0 119.0 90.2 131.9 5 90 928. Lot 44, 22762 1099 7.5 115.9 90.2 128.5 1 90 929. Lot 31, 22762 1099 9.5 102.9 87.1 118.1 4 90 ' 930. Retest #929 1099 13.4 109.8 93.0 118.1 4 90 931. Lot 76, 22761 1117 7.5 113.3 90.3 125.5 2 90 932. Lot 75, 22761 1119 7.9 115.7 90.0 128.1 1 90 933. Lot 72, 22761 1123 12.3 105.8 90.0 118.1 4 90 ' 934. Lot 19, 22761 1123 9.4 106.3 90.0 118.1 4 90 935. Lot 37, 22762 1098 12.2 112.0 94.8 118.1 4 90 936. Lot 42, 22762 1100 12.4 111.5 94.4 118.1 4 90 ' 937. Lot 69, 21760 F.G. 14.4 107.9 91.4 118.1 4 90 938. Lot 70, 21760 F.G. 12.0 108.6 92.0 118.1 4 90 439. Lot 461 22761 1113 8.6 107.8 91.3 118.1 4 90 ' 940. Lot 50, 22762 1100 12.0 111.0 94.0 118.1 4 90 941. Lot 33, 22762 1099 10.8 117.9 91.7 128.5 1 90 942. Lot 17, 22761 1114 10.4 106.8 90.4 118.1 4 90 ' 943. Lot 31, 22761 1115 9.7 107.1 90.9 118.1 4 90 Soli Tech, Inc Soil Tech, Inc ' AV Coleman Homes ' Tracts 21760, 22761, 22762 June 15, 1990 Page 40 ' EXHIBIT II SUMMARY OF ' FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 ' Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No Test Location Elev. % PCF Comp. Den. Tyne Como 944. Lot 39, 22762 1100 12.8 109.8 93.0 118.1 4 90 945. Lot 42, 22762 1101 9.6 112.3 90.0 125.5 2 90 946. Lot 70, 22761 1024 10.4 106.9 90.5 118.1 4 90 947. Lot 73, 22761 1024 9.5 107.5 91.0 118.1 4 90 948. Lot 75, 22761 1120 5.5 114.6 91.3 125.5 2 90 949. Lot 76, 22761 1121 10.4 114.4 91.1 125.5 2 90 ' 950. Lot 66, 22761 1025 8.8 112.3 90.0 125.5 2 90 951. Lot 72, 22761 1025 13.5 104.9 96.0 109.3 6 90 952. Lot 12, 22761 1114 7.0 110.7 93.8 118.1 4 90 953. Lot 8, 22761 1114 10.3 98.4 90.1 109.3 6 90 ' 954. Lot 76, 22761 1121 9.7 108.7 92.0 118.1 4 90 955. Lot 75,E 22761 1122 8.0 109.0 92.3 118.1 4 90 956. Lot 69, 22761 1026 11.5 109.5 92.7 118.1 4 90 ' 957. Lot 74, 22761 1124 10.3 113.8 90.7 125.5 2 90 958. Lot 70, 22761 1128 10.0 109.4 92.6 118.1 4 90 959. Lot 76, 22761 1126 10.6 111.8 94.7 118.1 4 90 960. Lot 76, 22761 1128 10.0 110.5 93.5 118.1 4 90 961. Lot 68, 22761 1130 11.9 108.6 92.0 118.1 4 90 962. Lot 66, 22761 1132 7.3 113.5 90.5 125.5 2 90 963. Lot 32, 22762 1100 11.7 111.0 94.0 118.1 4 90 ' 964. Lot 35, 22762 1100 12.0 118.5 92.2 128.5 1 90 965. Lot 48, 22762 1102 9.0 111.0 94.0 118.1 4 90 966. Lot 41, 22762 1101 10.5 111.6 94.4 118.1 4 90 ' 967. Lot 45, 22762 1102 9.0 113.0 95.7 118.1 4 90 968. Lot 36, 22762 1100 7.7 107.9 91.0 118.1 4 90 969. Lot 47, 22762 1103 8.5 114.7 91.0 118.1 4 90 ' 970. Lot 30, 22762 1100 9.3 110.0 93.0 118.1 118.1 4 4 90 90 971. Lot 43, 22762 1102 10.7 109.8 93.0 972. Lot 49, 22762 1103 11.0 110.7 93.7 118.1 4 90 ' 973. Lot 75, 22761 1130 5.9 113.5 90.5 125.5 2 90 Soil Tech, Inc ' AV 11 1 I 11 1 11 Coleman Homes Tracts 21760, June 15, 1990 Page 41 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Como 974. Lot 72, 22761 1134 15.3 99.9 91.4 109.3 6 90 975. Lot 71, 22761 1136 11.1 105.8 90.0 118.1 4 90 976. Lot 76, 22761 1132 10.8 112.3 90.0 125.5 2 90 977. Lot 74, 22761 1133 10.7 112.6 90.0 125.5 2 90 978. Lot 76, 22761 1133 6.2 113.3 90.3 125.5 2 90 979. Lot 73, 22761 1138 11.4 107.4 90.9 118.1 4 90 980. Lot 70, 22761 1140 10.4 109.7 92.9 118.1 4 90 981. Lot 69, 22761 1141 10.8 108.2 91.7 118.1 4 90 982. Lot 73,,,,,22761,„1142 9.8 113.1 90.1 125.5 2 90 983. Lot 74, 22761 1134 11.8 104.9 96.0 109.3 6 90 984. Lot 75, 22761 1135 13.5 106.1 90.0 118.1 4 90 985. Lot 71, 22761 1144 8.3 115.5 90.0 128.5 1 90 986. Lot'71, 22761 1146 9.5 113.8 90.7 125.5 2 90 987. Lot 49, 22762 1104 11.1 105.9 90.0 118.1 4 90 988. Lot 46, 22762 1105 8.4 111.0 94.0 118.1 4 90 989. Lot 30, 22762 1100 11.2 113.1 90.2 125.5 2 90 990. Lot 69, 22761 1147 17.6 106.1 90.0 118.1 4 90 991. Lot 71, 22761 1148 10.2 109.3 92.5 118.1 4 90 992. Lot 21, 22762 1118 8.0 119.4 95.0 125.5 2 90 993. Lot 21, 22762 1120 8.0 117.1 93.3 125.5 2 90 994. Lot 21, 22762 1120 10.5 114.6 91.3 125.5 2 90 995. Lot 6, 22762 1124 9.5 114.0 90.8 125.5 2 90 996. Lot 6, 22762 1104 10.0 109.7 92.9 118.1 4 90 997. Lot 6, 22762 1106 9.5 109.2 92.4 118.1 4 90 998. Lot 6, 22762 1108 9.5 108.7 92.1 118.1 4 90 999. Lot 7, 22762 1126 9.0 112.4 89.5 125.5 2 90 Soil Tech, Inc. dC3 ' Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 ' Page 42 ' ' No Test Location FIELD Depth or Elev. EXHIBIT II SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Como Max. Soil Den. Type Req. % Comp ' 1000. Lot 7, 22762 1128 11.0 113.0 90.0 125.5 2 90 1001. Lot 69, 22761 1149 10.8 109.7 92.9 118.1 4 90 1002. Lot 68, 22761 1150 7.8 113.2 90.2 125.5 2 90 1003. Lot 48, 22762 1106 11.7 101.9 93.1 109.3 6 90 1004. Lot 43, 22762 1101 11.2 115.3 91.9 125.5 2 90 1005. Lot 76, 22761 1136 8.1 109.5 92.7 118.1 4 90 ' 1006. Lot 75, 22761 1137 7.2 112.4 90.0 125.5 2 90 1007. Lot 67;"22761"1150 6.5 114.6 91.4 125.5 2 90 1008. Lot 66, 22761 1151 7.7 112.4 90.0 125.5 2 90 1009. Lot 74, 22761 1138 11.8 110.9 93.9 118.1 4 90 ' 1010. Lot 75, 22761 1139 13.0 105.9 90.0 118.1 4 90 1011. Lot 9, 22762 1128 9.0 106.4 90.1 118.1 4 90 1012. Lot 11, 22761 1116 9.2 104.7 83.4 125.5 2 90 ' 1013. Lot 75, 22761 1139 8.1 108.6 92.0 118.1 4 90 1014. Lot 12, 22761 1116 7.1 107.9 91.2 118.1 4 90 1015. Lot 75, 22761 1140 11.4 109.5 92.7 118.1 4 90 ' 1016. Retest 1012 1116 9.2 113.2 90.1 125.5 2 2 90 90 1017. Lot 67, 22761 1151 9.3 113.7 90.6 125.5 1018. Lot 66, 22761 1152 10.2 117.0 91.0 128.5 1 90 1019. Lot 44, 22762 1105 7.5 109.8 92.9 118.1 4 90 ' 1020. Lot 47, 22762 1105 8.6 107.3 90.9 118.1 4 90 1021. Lot 10, 22762 1120 10.5 111.3 94.3 118.1 4 90 1022. Lot 32, 22762 1100 10.8 108.8 92.1 118.1 4 90 t 1023. Lot 38, 22762 1098 7.6 106.9 90.5 118.1 4 90 1024. Lot 62, 21760 F.G. 10.6 113.1 90.1 125.5 2 90 1025. Lot 58, 21760 F.G. 9.8 113.3 90.2 125.5 2 90 ' 1026. Lot 7, 22762 1131 6.7 112.5 90.0 125.5 118.1 2 4 90 90 1027. Lot 5, 22762 1131 7.9 111.3 94.3 1028. Lot 74, 22761 1140 12.8 109.0 92.3 118.1 4 90 ' 1029. Lot 74, 22761 1140 9.0 111.9 90.0 124.3 7 90 1.1 Soil Tech, Ina _1 1 Ll I I 1 [J 1 f] Coleman Homes Tracts 21760, June 15, 1990 Page 43 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Como 1030. Lot 39, 22762 1098 9.4 106.9 90.5 118.1 4 90 1031. Lot 43, 22762 1104 10.6 110.0 93.1 118.1 4 90 1032. Lot 74, 22761 1141 14.0 107.7 91.2 118.1 4 90 1033. Lot 11, 22761 1117 5.5 111.4 90.0 124.3 7 90 1034. Lot 14, 22761 1118 5.2 111.9 90.0 124.3 7 90 1035. Lot 1142 10.4 110.8 93.4 118.1 4 90 1036. Lot .75;"°,22761 74, 22761 1142 11.2 112.2 90.3 124.3 7 90 1037. Lot 14, 22762 1119 8.1 113.4 91.2 124.3 7 90 1038. Lot 12, 22762 1120 14.1 106.3 90.0 118.1 4 90 1039. Lot 30, 22762 1105 8.0 117.6 91.5 128.5 1 90 1040. Lot 45, 22762 1098 9.5 113.6 90.5 125.5 2 90 1041. Lot 44, 22762 1094 10.0 109.5 92.7 118.1 4 90 1042. Lot 41, 22762 1094 9.7 109.8 93.0 118.1 4 90 1043. Lot 34, 22762 1092 10.5 108.5 91.9 118.1 4 90 1044. Lot 32, 22762 1094 13.7 113.6 96.0 118.1 4 90 1045. Lot 42, 22762 1094 13.0 111.8 94.7 118.1 4 90 1046. Lot 6, 22762 1111 9.5 106.1 90.0 118.1 4 90 1047. Lot 32, 22761 1153 7.8 115.9 92.3 125.5 2 90 1048. Lot 46, 22761 1155 10.7 109.7 92.9 118.1 4 90 1049. Lot 32, 22762 1096 10.2 107.7 91.2 118.1 4 90 1050. Lot 34, 22762 1094 5.3 115.6 90.0 128.5 1 90 1051. Lot 47, 22762 1106 7.5 112.6 90.0 125.5 2 90 1052. Lot 17, 22761 1156 6.5 114.5 91.2 125.5 2 90 1053. Lot 17, 22761 1157 6.6 117.9 91.7 128.5 1 90 1054. Lot 13, 22761 1122 8.5 116.6 90.8 128.5 1 90 1055. Lot 15, 22761 1124 9.9 114.7 91.4 125.5 2 90 1056. Lot 30, 22762 1107 9.0 112.6 90.0 125.5 2 90 1057. Lot 42, 22762 1096 7.2 114.3 91.1 125.5 2 90 1058. Lot 40, 22762 1097 8.8 114.1 90.9 125.5 2 90 1059. Lot 50, 22762 1110 8.0 116.3 90.5 128.5 1 90 Soil Tech, Inc. / AP Coleman Homes Tracts 21760, June 15, 1990 Page 44 1 22761, 22762 EXHIBIT II ' ' No. Test Location FIELD Depth or Elev. SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Como. Max. Soil Den. Type Req. 8 Comp ' 1060. Lot 35, 22762 1096 6.6 112.5 90.0 125.5 2 90 1061. Lot 6, 22762 1122 12.5 117.0 93.2 125.5 2 90 1062. Lot 37, 22762 1097 6.4 106.2 90.0 118.1 4 90 1063. Lot 43, 22762 1108 9.8 110.9 93.9 118.1 4 90 1064. Lot 46, 22762 1109 8.1 110.0 93.1 118.1 4 90 ' 1065. Lot 5, 22762 1113 6.0 97.0 82.0 118.1 4 90 1066. Retest #1065 1113 9.0 108.0 91.5 118.0 4 90 1067. Lot 5, 22762 1115 11.0 126.5 95.0 131.9 5 90 1068. Lot 5, 22762 1117 10.7 108.8 92.0 118.1 4 90 ' 1069. Lot 5, 22762 1286 11.0 115.4 92.0 115.4 2 90 1070. Lot 5, 22762 1120 8.5 112.4 90.0 125.5 2 90 1071. Lot 6, 22762 1124 7.6 114.2 91.0 125.5 2 90 ' 1072. Lot 48, 22762 1110 13.6 107.9 91.3 118.1 4 90 1073. Lot 40, 22762 1101 11.9 111.5 90.0 124.3 7 90 1074. Lot 30, 22762 1108 9.9 108.9 92.2 118.1 4 90 1075. Lot 33, 22762 1100 11.6 108.2 91.6 118.1 4 90 ' 1076. Lot 78, 22761 1133 18.7 104.8 95.9 109.3 6 90 1077. Lot 3, 22762 1113 7.2 121.5 92.1 131.9 5 90 1078. Lot 39, 22762 1099 12.7 108.4 91.8 118.1 4 90 ' 1079. Lot 42, 22762 1103 6.8 114.0 90.8 125.5 2 90 1080. Lot 47, 22762 1101 8.3 115.5 90.0 128.5 1 90 1081. Lot 35, 22762 1100 7.1 119.3 90.5 131.9 5 90 1082. Lot 46, 22762 1102 10.2 116.7 90.8 128.5 1 90 1083. Lot 50, 22762 1103 10.9 112.3 90.0 125.5 2 90 1084. Lot 38, 22762 1099 7.7 112.7 9,0.0 125.5 2 90 1085. Lot 34, 22762 1100 10.5 109.3 92.6 118.1 4 90 ' 1086. Lot 26, 22761 1128 9.5 114.0 90.8 125.5 2 90 1087. Lot 10, 22762 1124 11.5 116.5 92.0 125.5 2 90 1088. Lot 11, 22762 1127 10.0 113.0 90.1 125.5 2 90 1089. Lot 10, 22762 1126 8.0 113.0 90.0 125.5 2 90 Soli Tech, Inc 11 1 1 Coleman Homes Tracts 21760, June 15, 1990 Page 45 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Como Max. Soil Den Type Req. % Comp 1090. Lot 17, 22761 1120 9.7 108.4 91.7 118.1 4 90 1091. Lot 18, 22761 1121 11.5 111.9 94.8 118.1 4 90 1092. Lot 17, 22761 1122 8.0 107.2 90.8 118.1 4 90 1093. Lot 29, 22762 1101 11.0 107.0 91.4 118.1 4 90 1094. Lot 33, 22762 1104 11.7 109.3 92.6 118.1 4 90 1095. Lot 32, 22762 1106 10.5 108.4 91.8 118.1 4 90 1096. Lot 31, 22762 1107 9.0 109.6 92.8 118.1 4 90 1097. Lot 23, 22761 1130 9.0 110.7 93.7 118.1 4 90 1098. Lot 76, 22761 1137 12.6 109.9 93.1 118.1 4 90 1099. Lot 75, 22761 1037 11.4 108.1 91.5 118.1 4 90 1100. Lot 75, 22761 1039 13.8 109.1 92.4 118.1 4 90 1101. Lot 31, 22762 1103 7.6 114.5 91.2 125.5 2 90 1102. Lot 32, 22762 1102 9.6 112.7 90.0 125.5 2 90 1103. Lot 73, 22761 1145 9.7 108.9 92.2 118.1 4 90 1104. Lot 72, 22761 1146 7.1 114.7 91.4 125.5 2 90 1105. Lot 34, 22762 1100 13.6 102.5 93.8 109.3 6 90 1106. Lot 71, 22761 1147 8.6 112.6 90.0 125.5 2 90 1107. Lot 70, 22761 1148 11.1 109.1 92.4 118.1 4 90 1108. Lot 68, 21760 F.G. 12.0 115.2 91.8 125.5 2 90 1109. Lot 33, 22762 1101 14.3 103.2 94.4 109.3 6 90 1110. Lot 31, 22762 1104 9.3 111.9 90.0 124.3 7 90 1111. Lot 76, 22761 1149 11.1 116.7 90.8 128.5 1 90 1112. Lot 68, 22761 1150 11.7 114.5 91.3 125.5 2 90 1113. Lot 74, 22761 1141 14.0 108.4 91.8 118.1 4 90 1114. Lot 75, 22761 1143 10.7 106.9 9.0.5 118.1 4 90 1115. Lot 30, 22762 1107 15.3 106:9 90.5 118.1 4 90 1116. Lot 32, 22762 1104 14.4 111.6 94.5 118.1 4 90 1117. Lot 67, 22761 1151 5.4 120.3 91.2 131.9 5 90 1118. Lot 66, 22761 1152 6.7 116.1 90.4 128.5 1 90 1119. Lot 15, 22761 1115 9.7 111.6 90.0 124.3 7 90 Soil Tech, Inc. w I Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 46 ' EXHIBIT II ' ' No Test Location FIELD Depth or Elev. SUMMARY OF DENSITY RELATIONSHIPS ASTM -D-1556-70 Moist Dry Rel. Cont. Den. % % PCF Comp. Max. Soil Den. Type Req. % Comp ' 1120. Lot 14, 22761 1116 9.5 112.8 90.7 124.3 7 90 1121. Lot 47, 22762 1102 6.9 112.8- 90.0 125.5 2 90 ' 1122. Lot 46, 22762 1102 11.0 117.9 91.8 128.5 1 90 1123. Lot 48, 22762 1103 22.2 97.6 82.6 118.1 4 90 1124. Lot 49, 22762 1103 11.7 110.2 93.3 118.1 4 90 1125. Retest #1123 1103 15.9 109.4 92.6 118.1 4 90 ' 1126. Lot 50, 22762 1104 11.9 106.5 90.1 118.1 4 90 1127. Lot 47, 22762 1104 12.2 107.7 91.2 118.1 4 90 1128. Lot 46, 22762 1103 9.2 110.4 93.5 118.1 4 90 ' 1129. Lot 33, 22762 1103 11.8 111.2 94.1 118.1 4 90 1130. Lot 34, 22762 1101 16.2 108.6 92.0 118.1 4 90 1131. Lot 49, 22762 1106 15.8 106.2 90.0 118.1 4 90 1132. Lot 44, 21760 F.G. 9.5 122.7 93.0 131.9 5 90' ' 1133. Lot 43, 21760 F.G. 11.2 121.0 94.2 128.5 1 90 1134. Lot 74, 21760 1104 7.4 117.5 91.4 128.5 1 90 1135. Lot 73, 21760 1106 7.1 116.3 90.5 128.5 1 90 ' 1136. Lot 48, 22762 1108 14.5 109.0 92.3 118.1 4 90 1137. Lot 50, 22762 1109 13.7 106.6 90.2 118.1 4 90 1138. Lot 23, 22761 1132 16.3 100.5 91.9 109.3 6 90 ' 1139. Lot 20, 22761 1125 7.7 113.1 90.1 125.5 2 90 1140. Lot 18, 22761 1126 6.0 128.5 91.6 128.5 1 90 1141. Lot 14, 22761 1111 11.8 102.2 93.5 109.3 6 90 1142. Lot 16, 22761 1112 13.6 102.4 93.7 109.3 6 90 ' 1143. Lot 47, 22762 1110 17.5 101.6 92.9 109.3 6 90 1144. Lot 72, 21760 1108 12.0 107.5 91.0 118.1 4 90 1145. Lot 46, 22762 1111 19.3 94.5 90.5 104.4 9 90 ' 1146. Lot 50, 22762 1110 17.8 100.2 91.6 109.3 6 90 1147. Lot 49, 22762 1110 14.4 102.9 94.1 109.3 6 90 1148. Lot 15, 21760 F.G. 10.3 115.6 92.1 125.5 2 90 ' 1149. Lot 14, 21760 F.G. 10.8 107.0 90.6 118.1 4 90 U ,lam Soil Tech, Ina AB. 11 I 11 11 H 11 Coleman Homes Tracts 21760, June 15, 1990 Page 47 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 1150. Lot 13, 22761 1117 7.7 112.5 90.0 125.5 2 90 1151. Lot 14, 22761 1119 13.0 106.9 90.5 118.1 4 90 1152. Lot 15, 22761 1118 7.7 113.4 90.4 125.5 2 90 1153. Lot 48, 22762 1111 9.8 109.4 92.6 118.1 4 90 1154. Lot 3, 22762 F.G. 11.2 108.2 91.6 118.1 4 90 1155. Lot 5, 22762 F.G. 12.1 113.4 90.4 125.5 2 90 1156. Lot 6, 22762 F.G. 8.4 112.3 90.0 125.5 2 90 1157. Lot 7, 22762 F.G. 12.3 110.0 93.2 118.1 4 90 1158. Lot 8, 22762 F.G. 6.8 115.8 92.3 125.5 2 90 1159. Lot 9, 22762 F.G. 12.3 107.3 90.8 118.1 4 90 1160. Lot 10, 22762 F.G. 7.9 112.3 90.0 125.5 2 90 1161. Lot 11, 22762 F.G. 10.7 112.6 90.0 125.5 2 90 1162. Lot 1, 22761 1133 4.9 115.4 91.9 125.5 2 90 1163. Lot 46, 22762 1111 10.7 120.8 94.0 128.5 8 90 1164. Lot 47, 22762 1111 11.9 122.9 95.6 128.5 1 90 1165. Lot 73, 22762 1110 9.6 111.1 94.0 118.1 4 90 1166. Lot 47, 22762 1112 15.5 106.6 90.2 118.1 4 90 1167. Lot 49, 22762 1112 15.5 108.4 91.8 118.1 4 90 1168. Lot 17, 22761 1124 5.2 113.3 90.3 125.5 2 90 1169. Lot 18, 22761 1125 20.9 94.8 90.8 104.4 9 90 1170. Lot 24, 22762 F.G. 8.2. 108.1 91.6 118.1 4 90 1171. Lot 26, 22762 F.G. 6.3 109.5 92.7 118.1 4 90 1172. Lot 19, 22761 1127 21.8 96.2 92.2 104.4 9 90 1173. Lot 20, 22761 1128 19.1 96.7 92.6 104.4 9 90 1174. Lot 46, 22762 1113 18.2 99.0 90.6 109.3 6 90 1175. Lot 48, 22762 1113 18.2 104.3 95.4 109.3 6 90 1176. Lot 28, 22762 F.G. 10.7 106.3 90.0 118.1 4 90 1177. Lot 15, 22761 1117 8.5 111.5 90.0 124.3 7 90 1178. Lot 13, 22761 1120 8.2 111.7 90.0 124.3 7 90 1179. Lot 50, 22762 1115 20.8 97.3 93.2 104.4 9 90 Soil Tech, Inc. 99 [1 1 Coleman Homes Tracts 21760, June 15, 1990 Page 48 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. 8 Comp 1180. Lot 47, 22762 1118 19.2 98.0 93.8 104.4 9 90 1181. Lot 29, 22762 F.G. 10.1 108.4 91.8 118.1 4 90 1182. Lot 49, 22762 1116 21.2 98.1 93.2 104.4 9 90 1183. Lot 46, 22762 1119 16.0 103.2 94.4 109.3 6 90 1184. Lot 2, 22761 1133 12.6 106.6 90.3 118.1 4 90 1185. Lot 1, 22761 1136 17.0 103.6 94.7 109.3 6 90 1186. Lot 36, 22762 1098 8.8 111.7 90.0 124.3 7 90 1187. Lot 37, 22762 1096 10.4 113.9 90.7 125.5 2 90 1188. Lot 12, 22761 1120 11.5 106.6 90.2 118.1 4 90 1189. Lot 13, 22761 1121 10.1 111.6 90.0 124.3 7 90 1190. Lot 31, 22762 F.G. 11.3 111.8 90.0 124.3 7 90 1191. Lot 33, 22762 F.G. 11.5 108.2 91.6 118.1 4 90 1192. Lot 14, 22761 1118 14.5 105.9 90.0 118.1 4 90 1193. Lot 15, 22761 1119 9.1 112.1 90.2 124.3 7 90 1194. Lot 13, 22761 1120 15.4 106.8 90.4 118.1 4 90 1195. Lot 12, 22761 1119 11.3 107.5 91.0 118.1 4 90 1196. Lot 15, 22761 1117 15.0 109.9 93.0 118.1 4 90 1197. Lot 14, 22761 1120 15.1 110.1 93.2 118.1 4 90 1198. Lot 65, 22761 F.G. 8.6 108.9 92.2 118.1 4 90 1199. Lot 66, 22761 F.G. 9.4 109.4 92.6 118.1 4 90 1200. Lot 67, 22761 F.G. 9.8 111.5 90.0 124.3 7 90 1201. Lot 13, 22761 1121 19.1 98.5 90.2 109.3 5 90 1202. Lot 12, 22761 1121 12.5 109.3 92.6 118.1 4 90 1203. Lot 15, 22761 1117 20.3 95.2 91.2 104.4 9 90 1204. Lot 12, 22761 1116 13.7 100.1 9,1.6 109.3 6 90 1205. Lot 68, 22761 F.G. 7.8 106.3 90.0 118.1 4 90 1206. Lot 69, 22761 F.G. 9.0 110.3 93.4 118.1 4 90 1207. Lot 70, 22761 F.G. 8.9 110.1 93.2 118.1 4 90 1208. Lot 13, 22761 1116 15.7 106.4 90.1 118.1 4 90 1209. Lot 11, 22761 1115 15.2 106.2 90.0 118.1 4 90 O Soil Tech, Inc L I 1 1 1 1 1 Coleman Homes Tracts 21760, June 15, 1990 Page 49 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp 1 1238. 1210. Lot 71, 22761 F.G. 8.3 108.9 92.2 118.1 4 90 Lot 1211. Lot 72, 22761 F.G. 9.7 109.4 92.7 118.1 4 90 1 1212. Lot 14, 22761 1120 9.5 106.2 90.0 118.1 4 90 1213. Lot 73, 22761 F.G. 9.2 106.3 90.0 118.1 4 90 1214. Lot 13, 22761 1122 32.0 83.2 92.5 90.0 10 90 ' 1215. Lot 17, 22761 1126 29.9 84.7 94.2 90.0 10 90 1216. Lot 74, 22761 F.G. 11.9 107.5 91.0 118.1 4 90 1217. Lot 14, 22761 1123 15.8 100.8 92.2 109.3 6 90 1218. Lot 16, 22761 1125 21.4 95.1 91.1 104.4 9 90 ' 1219. Lot 22, 22761 1128 7.7 115.7 90.0 128.5 1 90 1220. Lot 24, 22761 1129 7.6 114.4 91.1 125.5 2 90 ' 1221. 1222. Lot Lot 15, 18, 22761 22761 1128 1130 21.7 20.8 97.8 96.3 93.7 92.2 104.4 104.4 9 9 90 90 1223. Lot 20, 22761 1132 10.2 109.8 92.9 118.1 4 90 1224. Lot 13, 22762 1131 9.3 108.0 91.4 118.1 4 90 1 1225. Lot 21, 22761 1133 10.2 112.0 90.1 124.3 7 90 1226. Lot 19, 22761 1132 17.8 102.5 93.8 109.3 6 90 1227. Lot 14, 22761 1133 14.2 113.4 90.3 125.5 2 90 1228. Lot 17,22761 1134 12.9 108.5 91.9 118.1 4 90 1 1232. Lot 15, 22761 1135 8.4 114.9 91.6 125.5 2 90 1233. Lot 15, 22762 F.G. 9.7 114.1 90.9 125.5 2 90 1234. Lot 13, 22762 F.G. 13.8 113.8 90.6 125.5 2 90 ' 1235. Lot 20, 22761 1136 7.3 120.0 90.9 131.9 5 90 1236. Lot 13, 22761 1136 8.7 114.1 90.9 125.5 2 90 1237. Lot 19, 22761 1136 7.3 117.3 91.3 128.5 1 90 1 1238. Lot 17, 22761 1136 8.0 115.1 90.0 128.5 1 90 1239. Lot 21, 22761 1137 13.1 110.2 93.3 118.1 4 90 1240. Lot 14, 22761 1137 13.1 109.1 92.4 118.1 4 90 1 1241. Lot 18, 22761 1137 13.8 109.1 92.4 118.1 4 90 1242. Lot 22, 22761 1138 13.7 106.6 90.3 118.1 4 90 1 1 L 3\ Soil Tech, Inc. I 1 Coleman Homes Tracts 21760, June 15, 1990 Page 50 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Comp 1243. Lot 13, 22761 1120 10.3 117.2 91.2 128.5 1 90 1244. Lot 46, 22762 F.G. 12.1 112.2 95.0 118.1 4 90 1245. Lot 48, 22.762 F.G. 13.0 107.4 91.0 118.1 4 90 1246. Lot 50, 22762 F.G. 11.1 114.0 90.9 125.5 2 90 1247. Lot 15, 22761 1138 14.9 106.9 90.5 118.1 4 90 1248. Lot 4, 22761 1129 10.0 113.3 90.2 125.5 2 90 1249. Lot 5, 22761 1127 8.9 115.8 90.1 128.5 1 90 1250. Lot 20, 22761 1139 14.3 106.3 90.0 118.1 4 90 1251. Lot 17, 22761 1139 13.5 106.5 90.1 118.1 4 90 1252. Lot 1, 22761 1138 10.1 113.7 90.5 125.5 2 90 1253. Lot 2, 22761 1136 8.4 111.6 90.0 124.3 7 90 1254. Lot 10, 22761 1122 12.9 111.4 94.3 118.1 4 90 1255. Lot 9, 22761 1124 9.1 116.0 90.2 128.5 1 90 1256. Lot 72, 21760 F.G. 13.6 111.8 94.7 118.1 4 90 1257. Lot 74, 21760 F.G. 13.2 111.1 94.0 118.1 4 90 1258. Lot 13, 22761 1140 12.9 108.0 91.5 118.1 4 90 1259. Lot 16, 22761 1140 9.1 109.3 92.6 118.1 4 90 1260. Lot 7, 22761 1128 10.3 112.9 90.0 125.5 4 90 1261. Lot 6, 22761 1130 10.3 108.0 91.4 118.1 4 90 1262. Lot 21, 22761 1141 11.7 106.9 90.5 118.1 4 90 1263. Lot 19, 22761 1141 9.4 107.9 91.4 118.1 4 90 1264. Lot 2, 22761 1140 7.5 112.7 90.0 125.5 2 90 1265. Lot 3, 22761 1142 8.0 112.7 90.0 125.5 2 90 1266. Lot 15, 22761 1141 8.9 113.5 90.4 125.5 2 90 1267. Lot 17, 22761 1141 6.4 112.4 90.0 125.5 2 90 1268. Lot 8, 22761 1134 9.7 113.7 90.6 125.5 2 90 1269. Lot 10, 22761 1132 10.4 110.4 93.5 118.1 4 90 1270. Lot 9, 22761 1138 9.4 109.5 92.7 118.1 4 90 1271. Lot 11, 22761 1136 8.7 114.7 91.4 125.5 2 90 1272. Lot 13, 22761 1142 9.7 117.8 91.7 128.5 1 90 Soil Tech, Inc. C' Coleman Homes Tracts 21760, June 15, 1990 Page 51 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF Comp. Den. Type Como 1273. Lot 14, 22761 1142 11.8 112.6 90.0 125.5 2 90 1274. Lot 10, 22761 1140 8.2 111.9 90.0 124.3 7 90 1275. Lot 7, 22761 1142 7.8 110.3 93.4 118.1 4 90 1276. Lot 17, 22761 1142 9.9 110.5 93.6 118.1 4 90 1277. Lot 20, 22761 1143 9.9 111.6 94.5 118.1 4 90 1278. Lot 15, 22761 1142 8.2 115.3 91.9 125.5 2 90 1279. Lot 18, 22761 1143 9.4 113.6 90.5 125.5 2 90 1280. Lot 22, 22762 F.G. 8.0 114.4 91.1 125.5 2 90 1281. Lot 21, 22762 F.G. 6.8 115.7 92.2 125.5 2 90 1282. Lot 20, 22762 F.G. 8.3 111.2 90.0 124.3 7 90 1283. Lot 19, 22761 1143 6.7 111.1 91.2 128.5 1 90 1284. Lot 22, 22761 1143 4.9 114.3 91.1 125.5 2 90 1285. Lot 19, 22762 F.G. 10.4 111.2 90.0 124.3 7 90 1286. Lot 11, 22761 1144 9.5 117.1 91.1 128.5 1 90 1287. Lot 13, 22761 1144 10.6 116.9 91.0 128.5 1 90 1288. Lot 18, 22762 F.G. 17.4 106.7 90.4 118.1 4 90 1289. Lot 17, 22762 F.G. 14.3 99.9 91.4 109.3 6 90 1290. Lot 16, 22762 F.G. 17.5 107.9 91.3 118.1 4 90 1291. Lot 56, 22761 1142 9.5 111.0 94.0 118.1 4 90 1292. Lot 53, 22761 1145 11.7 113.3 90.3 125.5 2 90 1293. Lot 50, 22761 1147 7.3 117.6 91.5 128.5 1 90 1294. Lot 54, 22761 1147 12.4 113.7 90.6 125.5 2 90 1295. Lot 15, 22761 1145 9.6 116.0 90.2 128.5 1 90 1296. Lot 14, 22761 1145 6.1 115.2 90.0 128.5 1 90 1297. Lot 13, 22761 1146 8.0 115.6 90.0 128.5 1 90 1298. Lot 16, 22761 1147 8.8 111.4 94.4 118.1 4 90 1299. Lot 75, 22761 F.G. 9.4 108.0 91.4 118.1 4 90 1300. Lot 76, 22761 F.G. 9.8 120.1 93.5 128.5 1 90 1301. Lot 77, 22761 F.G. 10.8 116.9 91.0 128.5 1 90 1302. Lot 19, 22761 1147 13.3 107.3 90.9 118.1 4 90 Soil Tech, Inc. I H [1 1 n [1 L' L7 C. I] 11 LJ Coleman Homes Tracts 21760, June 15, 1990 Page 52 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 1303. Lot 22, 22761 1147 11.9 112.2 90.3 124.3 7 90 1304. Lot 78, 22761 F.G. 14.2 112.1 94.9 118.1 4 90 1305. Lot 49, 22761 1146 8.9 115.0 91.6 125.5 2 90 1306. Lot 14, 22761 1147 10.0 109.1 92.4 118.1 4 90 1307. Lot 79, 22761 F.G. 15.8 102.0 93.3 109.3 6 90 1308. Lot 20, 22761 1147 8.4 115.2 91.8 125.5 2 90 1309. Lot 18, 22761 1147 7.7 117.7 91.6 128.5 1 90 1310. Lot 23, 22761 1142 8.8 109.2 92.3 118.1 4 90 1311. Lot 23, 22761 1137 10.1 106.0 90.0 118.1 4 90 1312. Lot 22, 22761 1144 6.1 112.6 90.0 125.5 2 90 1313. Lot 24, 22761 1138 12.1 110.7 93.8 118.1 4 90 1314. Lot 80, 22761 F.G. 16.8 109.6 92.8 118.1 4 90 1315. Lot 41, 22761 1145 6.2 112.9 90.0 125.5 2 90 1316. Lot 44, 22761 1147 5.2 111.6 90.0 124.3 7 90 1317. Lot 42, 22761 1147 8.4 111.6 90.0 124.3 7 90 1318. Lot 45, 22761 1148 10.5 109.0 92.3 118.1 4 90 1319. Lot 43, 22761 1148 10.7 109.2 92.5 118.1 4 90 1320. Lot 58, 22761 F.G. 16.5 110.1 93.2 118.1 4 90 1321. Lot 25, 22761 1139 8.5 115.6 92.1 125.5 2 90 1322. Lot '23, 22761 1143 11.0 112.9 90.0 125.5 2 90 1323. Lot 22, 22761 1144 10.4 109.7 92.9 118.1 4 90 1324. Lot 60, 22761 F.G. 17.9 100.0 91.5 109.3 6 90 1325. Lot 41, 22762 1102 9.3 107.4 90.9 118.1 4 90 1326. Lot 43, 22762 1104 10.0 114.5 91.2 125.5 2 90 1327. Lot 64, 22761 F.G. 5.1 111.6 94.5 118.1 4 90 1328. Park Site 1142 9.1 117.3 91.2 128.5 1 90 1329. Park Site 1144 12.3 108.4 91.8 118.1 4 90 1330. Park Site 1142 8.6 109.7 92.9 118.1 4 90 1331. Park Site 1146 7.7 110.1 93.3 118.1 4 90 1332. Park Site 1144 12.2 101.6 93.0 109.3 4 90 Soil Tech, Inc I 1 11 u 11 I Coleman Homes TrELCts 21760, June 15, 1990 Page 53 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Den Soil Type Req. 8 Comp 1333. Park Site 1144 12.1 102.5 93.7 109.3 6 90 1334. Lot 47, 22761 F.G. 6.7 121.9 92.4 131.9 5 90 1335. Lot 49, 22761 F.G. 9.3 112.2 90.2 124.3 7 90 1336. Lot 50, 22761.F.G. 8.6 120.5 91.3 131.9 5 90 1337. Lot 51, 22761 F.G. 8.9 117.0 91.0 128.5 1 90 1338. Lot 25, 22761 1142 8.0 111.7 90.0 124.3 7 90 1339, Lot 24, 22761 1144 10.5 115.1 91.7 125.5 2 90 1340. Lot 22, 22761 1145 8.5 114.8 91.5 125.5 2 90 1341. Lot 23, 22761 1147 15.3 107.1 90.7 118.1 4 90 1342. Lot 52, 22761 F.G. 9.0 113.7 90.6 125.5 2 90 1343. Lot 53, 22761 F.G. 13.2 111.3 94.2 118.1 4 90 1344. Lot 54, 22761 F.G. 9.2 113.3 90.3 125.5 2 90 1345. Lot 15, 22761 1120 11.9 116.6 90.7 128.5 1 90 1346. Lot 12, 22761 1117 13.1 106.9 90.5 118.1 4 90 1347. Lot 17, 22761 1121 15.1 111.2 94.2 118.1 4 90 1348. Lot 55, 22761 F.G. 11.8 116.0 92.4 125.5 2 90 1349. Lot 56, 22761 F.G. 11.3 116.9 93.2 125.5 2 90 1350. Lot 57, 22761 F.G. 16.3 110.7 93.7 118.1 4 90 1351. Lot 27, 22761 F.G. 10.5 106.9 90.5 118.1 4 90 1352. Lot 28,.22761 F.G. 14.2 110.3 93.4 118.1 4 90 1353. Lot 29, 22761 F.G. 9.3 112.8 90.0 125.5 2 90 1354. Lot 30, 22761 F.G. 12.5 106.2 90.0 118.1 4 90 1355. Lot 22, 22761 1123 8.6 110.0 93.2 118.1 4 90 1356. Lot 20, 22761 1122 8.3 108.3 91.7 118.1 4 90 1357. Lot 41, 22761 F.G. 9.0 118.3 92.1 128.5 1 90 1358. Lot 42, 22761 F.G. 8.8 118.2 92.0 128.5 1 90 1359. Lot 43, 22761 F.G. 11.9 111.2 94.1 118.1 4 90 1360. Lot 36, 22762 1100 10.9 109.6 92.8 118.1 4 90 1361. Lot 35, 22762 1100 13.0 105.8 90.0 118.1 4 90 1362. Lot 38, 22762 F.G. 12.0 110.0 93.1 118.1 4 90 Soil Tech, Inc. J 11 Coleman Homes Tracts 21760, June 15, 1990 Page 54 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No. Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp Max. Soil Den Type Req. % Comp 1363. Lot 40, 22762 F.G. 7.9 114.3 91.1 125.5 2 90 1364. Lot 42, 22,762 F.G. 11.5 112.1 90.2 124.3 7 90 1365. Lot 44, 22762 F.G. 9.2 114.9 91.5 125.5 2 90 1366. Lot 45, 22762 F.G. 11.9 105.9 90.0 118.1 4 90 1367. Lot 45, 22761 F.G. 10.1 113.5 90.4 125.5 2 90 1368. Lot 31, 22761 F.G. 11.4 112.1 90.2 124.3 7 90 1369. Lot 32, 22761 F.G. 9.9 114.3 91.1 125.5 2 90 1370. Park Site 1146 13.5 106.6 90.3 118.1 4 90 1371. Park Site 1148 9.8 109.6 92.8 118.1 4 90 1372. Lot 1, 22761 F.G. 14.1 108.2 91.6 118.1 4 90 1373. Lot 2, 22761 F.G. 6.8 114.0 90.8 125.5 2 90 1374. Park Site 1150 11.6 116.7 90.8 128.5 1 90 1375. Park Site 1149 12.4 112.2 90.2 124.3 7 90 1376. Lot 4, 22761 F.G. 16.8 110.9 93.9 118.1 4 90 1377. Lot 6, 22761 F.G. 10.5 111.7 94.6 118.1 4 90 .1378. Park Site 1151 10.8 114.8 91.5 125.5 2 90 1379. Park Site 1152 7.6 117.2 91.2 128.5 1 90 1380. Lot 7, 22761 F.G. 9.8 109.4 92.6 118.1 4 90 1381. Lot 26, 22761 F.G. 8.8 116.1 92.5 125.5 2 90 1382. Lot 25, 22761 F.G. 10.6 107.9 91.4 118.1 4 90 1383. Lot 24, 22761 F.G. 9.6 112.0 90.1 124.3 7 90 1384. Lot 6, 22762 1127 9.7 107.1 90.7 118.1 4 90 1385. Lot 23, 22761 F.G. 9.3 114.8 91.5 125.5 2 90 1386. Lot 8, 22761 F.G. 7.1 112.6 90.0 125.5 2 90 1387. Lot 9, 22761 F.G. 9.5 113.7 90.6 125.5 2 90 1388. Lot 10, 22761 F.G. 7.3 117.4 93.5 125.5 2 90 1389. Lot 11, 22761 F.G. 8.6 116.6 92.9 125.5 2 90 1390. Park Site 1152 11.0 118.3 92.1 128.5 1 90 1391. Park Site 1153 8.0 120.5 93.7 128.5 1 90 1392. Lot 12, 22761 F.G. 6.7 117.7 91.6 128.5 1 90 Soil Tech, Inc. I 1 U 1 rl Coleman Homes Tracts 21760, June 15, 1990 Page 55 22761, 22762 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 No Test Location Depth or Elev. Moist Cont. % Dry Den. PCF Rel. % Comp. Max. Soil Den. Type Req. % Comp 1393. Lot 13, 22761 F.G. 9.1 116.1 90.3 128.5 1 90 1394. Lot 15, 22761 F.G. 11.0 112.2 90.3 124.3 7 90 1395. Lot 22, 22761 F.G. 9.8 116.4 92.8 125.5 2 90 1396. Lot 18, 22761 F.G. 11.4 112.8 90.0 125.5 2 90 1397. Lot 17, 22761 F.G. 11.6 116.6 92.9 125.5 2 90 1398. Park Site 1142 5.4 112.4 90.4 124.3 7 90 1399. Park Site 1140 9.2 112.7 90.6 124.3 7 90 1400. Lot 29, 22762 1101 8.2 102.1 93.4 109.3 6 90 1401. Lot 24, 22762 1093 11.0 102.0 93.3 109.3 6 90 1402. Lot 40, 22762 1113 23.8 93.8 9.0.0 104.4 9 90 1403. Lot 44, 22762 1117 23.4 93.9 90.0 104.4 9 90 1404. Park Site 1105 5.9 117.3 91.2 128.5 1 90 1405. Park Site 1102 7.6 113.8 90.7 125.5 2 90 1406. Lot 3, 22761 1138 8.4 111.6 90.0 124.3 7 90 1407. Park Site 1104 8.2 107.0 90.6 118.1 4 90 1408. Park Site 1110 10.7 106.9 90.5 118.1 4 90 1409. Lot 35, 22762 F.G. 7.2 115.5 92.0 125.5 2 90 1410. Lot 36, 22762 F.G. 8.8 109.2 92.4 118.1 4 90 1411. Lot 37, 22762 F.G. 8.8 116.4 92.8 125.5 2 90 1412. Lot 8, 22761 1143 4.1 109.3 92.5 118.1 4 90 1413. Lot 13, 22761 1147 11.2 109.6 92.8 118.1 4 90 1414. Lot 18, 22761 1130 15.5 97.7 93.5 104.4 9 90 1415. Lot 23, 22761 1135 9.5 109.6 92.8 118.1 4 90 1416. Park Site 1112 10.0 114.1 90.9 125.5 2 90 1417. Park Site 1106 11.2 109.2 92.5 118.1 4 90 1418. Lot 75, 22761 1134 9.9 104.3 95.4 109.3 7 90 1419. Lot 70, 22761 1127 11.8 107.8 91.3 118.1 4 90 1420. Lot 65, 22761 1122 13.7 109.0 92.3 118.1 4 90 1421. Park Site 1130 10.1 115.6 92.1 125.5 2 90 1422. Park Site 1124 8.4 116.7 93.0 125.5 2 90 5A Soil Tech, Inc I 11 1 n U 1 Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 56 EXHIBIT II SUMMARY OF FIELD DENSITY RELATIONSHIPS ASTM -D-1556-70 -J Soil Tech, Inc Depth Moist Dry Rel. Req. or Cont. Den. % Max. Soil % No. Test Location Elev. % PCF COMP. Den. Type Com 1423. Park Site 1122 9.3 113.9 90.7 125.5 2 90 1424. Park Site 1136 9.2 112.6 90.0 125.5 2 90 1425. Park Site 1132 13.5 108.0 91.4 118.1 4 90 1426. Park Site 1142 10.6 108.6 91.9 118.1 4 90 1427. Park Site 1118 8.2 109.5 92.7 118.1 4 90 1428. Park Site 1130 10.1 109.3 92.6 118.1 4 90 1429. Park Site 1146 6.7 114.7 91.4 125.5 2 90 1430. Park Site 1148 7.4 112.8 90.0 125.5 2 90 1431. Park Site 1150 9.4 112.2 90.3 124.3 7 90 1432. Park Site 1152 9.6 108.7 92.0 118.1 4 90 1433. Park Site 1152 9.4 114.4 91.2 125.5 2 90 1434. Park Site 1153 9.4 115.5 92.0 125.5 2 90 1435. Park Site 1144 6.9 120.0 91.0 131.9 5 90 1436. Park Site 1148 7.3 112.4 90.0 125.5 2 90 1437. Park Site 1152 7.1 114.4 91.2 125.5 2 90 1438. Park Site 1150 7.6 118.8 92.4 128.5 1 90 1439. Park Site 1152 9.0 115.3 90.0 128.5 1 90 1440. Park Site 1153 8.4 114.9 91.5 125.5 2 90 1441. Park Site 1151 7.0 121.1 91.8 131.9 5 90 1442. Park Site 1152 7.3 121.8 92.3 131.9 5 90 1443. Park Site 1147 9.3 106.6 90.3 118.1 4 90 1444. Park Site 1144 8.3 108.3 91.7 118.1 4 90 -J Soil Tech, Inc Coleman Homes Tracts 21760, 22761, 22762 June 15, 1990 Page 57 EXHIBIT III Swell Test Results UBC 29.2 Sall Tech, Inc. Dry Sample Surcharge Density Moisture Condition Swel Number Depth - Ft. P.S.F. P.S.F. Before Test After Test Inde 1. 1.5 144 103.9 9.3 25.5 47 2. 1.5 144 103.8 9.3 18.3 00 3. 1.5 144 113.8 8.3 17.3 15 4. 1.5 144 80.9 19.8 50.6 103 Sall Tech, Inc. I 1 1 L 1 1 1 I 11 1 1 1 1 [_ I 1 I [1 1 APPENDIX A Laboratory Test Data Sheets 1 Sall Tech, Inc I L' 1 1 1 1 I 1 C! 1 1 1 1 1 I 1 1 I 1 PROCTOR TEST REPORT OEM ■■■■■■■■■/rr"m'!■■■■■■■■■■■■ PROCTOR TEST REPORT 140 135 130 125 120 115 3 5.5 8 10.5 Water content, 'l. "'Modi+iedo Proctor, ASTM D 1557, Method A 13 15.5 18 ZAU for Sp. G. 2.75 Elevl Classification Nat. Sp.G. LLPI l USCS AASHTO Depth Hoist. No.4 No. 200 SM 2.75 TEST RESULTS MATERIAL DESCRIPTION Optimum moisture = 10.9 'l. SILTY FINE SAND, BROWN Maximum dry density = 125.5 pc+ Remarks: Project No.: T3379 -C Project: RANCHO HIGHLANDS, COLEMAN HOMES 1-10-90 Location: TRACT 21760 SAMPLE #2 COLLECTED BY RE & CDY Date: 1-10-90 PROCTOR TEST REPORT SOIL TECH LABORATORIES I Figure No. (Z I 0 I 1 1 I 1 1 1 1 1 I 1 11 I 1 1 1 ■■■■■HH■■■l`Nn■■■H■■■■H■■ ■■■■■■■■■■■/lN■■■■■■■tom■■■H■■ ■N■■Hm■m■■■m■a�■■HW S RIM ®® '.S ■ ■ ■ I 1 1 I 1 I H 1 1 1 I I 1 1 n 1 1 a■u■a■■■■u■W■■■■u■►Nn RESULTS OptimumTEST Maximum dry density = 118.1 PC+ Project No.: T3379 -Ci COLEMAN HOMES 1-23-90 TRACTProject: LOTS 899�54SAMPLE RANCHO HIGHLANDS COLLECTED BY BE Date: , SOIL TECH LAIDORATOPIES i Figure No. I C 1 1 1 1 i 1 [I 1 1 C] 1 1 1 1 1 1 ■■■■■■■■■■■■■■■■■\�■■►�■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■DONE■ - ■■■■■■■■■■■■■■■■■■■■■■■■■■■..■ PROCTOR TEST REPORT ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ice■■■■■■■■■■■■■■■■■ ■■■■�■■■V_�.'�•n��ld■■■■■■■■■■■■■■■■■■■■\■■■■■■■■■ - ■■■■■■c-■e�■■■en . iiiiiiiiiiiiiiiiiiiiiiiiiiiii■ TEST RESULTS I - -- . Optimum moisture = 13.2 V Maximum dry density = 109.3 Pc -P Project No.: T3379 -C HOMES LOTS TRACT - _ Date: - PROCTOR TEST REPORT SOI L TECH LABORATORIES I 1 1 I J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOON■■l7■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■�\■■■■e■■■■■■■■■■■■■■■EN NOON■■■\■■■■■■■■■■■■■■■■■■■■■■ NOON■■■■l\■■■■■■■■■■■■■■■■■■■■■ MEM■■■■■\\■■■■■■■■■■■■■■■■■■■■ ■E■■■■■■■e■\\■■■■■■■■■■■■■■■■■ NOON■■■■■M■■■i\■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■�\■■■■■■■■■■■NOME ■■EEE■■NEEl.!!\■►�■■EOM■■■■■■■■ ■EEM■■ME■M■■M■EE■■e■■■►■■E■■■■ ® MMM MTEST � RESULTS - -- . Optimum Maximum dry density = 124.3 pc -P Project No.: T3379—C Project: COLEMAN HOMES Location: TRACT 21760 LOTS 106 & 107 RANCHO HIGHLANDS - Date: - , --. .- TEST REPORT SOIL TECH LABORATORIES I 11 I L J E I�I I L, II PROCTOR TEST REPORT SEEM■■■■■■\111■■■■■■■■■■■■�■■■ n■■■11■■11■■INK7■■■■n■■■■■■■0101■■ ■■■■■■■■■■■■■►�■■■■■■■■■■■■■■■ n■n■m■■■■■■■■■■■■■■■■N■■■ ■■■■■■010101■■■■■■►0101■■■■■■■01N0101 ■■N■■■■11■ N■N ■■■ ONE ■■■■■■■■■■11►�■■N■■■■■n■ 0111■■■■■■■■■■■N■■01►�■■■■■■■■EN ■■■ ■■■■■■■■■■■■ . 0101■■■■■N ■■■■■■■■■■■.■■■■■m■ NEEM■■■01■■■■■■0101■■■01■\010101NN■ 0110■■■■■■■■■N■■■■■■■i10►`�■■■■■■ N■■■■■■01■01N■�i■■■■n010111a■n ■1110■11■■■■■i�I■■■■■■■■■11■■■■■■■► - ■01N11■■■NN11■11■■■01■■■100101■Nn - - ■■01■01■■■0101■■n■■■■01■01■■■■■■■■■ ■■■■■■■■10■11■■■10■■■■■■■■■■■■■■■ 0101■■01■■W■N■■N■01■■0101■■NN■ ms 111110111110110111011 nm■n■mommomom� 5 i ■ 1 1 ■ 1 I I I I I I I I I I 11 I 11 C I I -■ ■- - -�- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ USCS • T EST RESULTS MATERIAL DESCRIPTION .. -EY Maximum dry density L L Remarks: Project No.: T3379 -C Project: RANCHO HIGHLANDS 3-29-90 Location: TRACT 22761 SAMPLE #10 OLLECTED BY SH Date: -S PROCTOR- II USC Laboratory Expansion Test ReSUltS 4-24-90 'JOB NO.: T77,79 -C ' JOB NAME: COLEMAN HOMES LOCATION: RANCHO HIGHLANDS ' SAMPLE SOURCE: LOTS 1-15 It 46-50 OF TRACT 22762 LOTS 45-115 OF TRACT 21760 SAMPLE BY: SH ' LAB TECH: DD 'REMARk'S: SAMPLE #T SAMPLE DESG CLAYEY SILTY SAND, GREY ______________________________________________________________________ ------------------ --------------- WET COMPACTED WT, 60 0 TIME '0* RING WT. 191.7 ----DIAL- ----------------------- ----------T - NET WET WT. 403.7 READING #1 .200 1315 WET DENSITY 12.. SOIL + TARE 215.9 READING #2 .21= 1.C•'0 'WET DRY SOIL + TARE ZOO.2 TARE tii.0 READING #3 214 1600 MOISTURE% 2. 'INTITAL INTITIAL DRY DENS il'.^c READING #4 .15 700 /. SATURATION 46.9 WT. 6 0.R READING #5 .ZOO N/T 'FINAL DRY WT. 565.9 LOSS 64.9 NET DRY WT. 7,74.2 -INAL DENSITY 117.0 SATURATED MOI'STUR 17.3 Expansion Index 15 ' UBC Laboratory Expansion Test Results 4-25-90 ' -------------- JOB NO.: 33_:79-C ' JOB NAME: COLEMAN HOMES LOCATION: TRACT 21760, RANCHO HIGHLANDS ' SAMPLE SOURCE: LOTS 1-34,35,41-5!j & 69-80 OF TRACT 22761 LOTS 16-45 OF TRACT 22762 SAMPLE BY: RE. ' LAB TECH: DD 'REMARK'S: SAMPLE #2 SAMPLE DESC: SILTY FINE SAND, TAN ----------------------------------------------------- ----- --------- WET COMPACTED WT. 562.5 TIME ' RING WT. le6.S -----DIAL- ---------------- NET WET WT. :75.7 READING #1 .Z00 1442 WET DENSITY 113.5 WET SOIL + TARE 287.4 READING #2 .200 1456 DRY SOIL + TARE 262.9 TARE 0.0 READING #3 .200 1600 MOISTURE% 9.' 'INTITAL INTITIAL DRY DENS 10.3.S READING #4 .200 740 % SATURATION 40.4 ' FINAL WT. 559.7 READING #5 .2VO N/T 'DRY WT. 527.5 LOSS 62.2 NET DEFY WT. 340.7 DENSITY 102.9 'FINAL SATURATED MOISTUR le.z Expansion Index 0 �V ' I I UEC Laboratory E::pansion Test Results 4-7-170 ----------- tOB NAME: LOCATION: AMPLE SOURCE: RANCHO HIGHLANDS TRACT 22761 LOTS -5-37, 79-40, & 64-67 AMPLE BY: TG AB TECH: DO EMARk::S: SAMPLE #4 SAMPLE DEEC: CLAYEY SILT, GREY ET COMPACTED WT. ING WT. ET WET WT. WET DENSITY tET SOIL + TARE RY SOIL + TARE TARE NTITAL MOISTURE% NTITIAL DRY DENS SATURATION INAL WT. RY WT. (C)Sc NET DRY WT. UNAL DENSITY I SATURATED MOISTUR 577. 1 186.1 96.9 257' 11.5 19.8 60.9 49..- 5/4.1 44=.7 1=0.4 257. 77.8 50.6 READING #1 READING #2 READING #.3 READING #4 READING #5 Expansion Index TIME 1039) 1045 1115 1515 7 0G) ' UBC Laboratory Expansion Test Results 'JOB NO.:T�--'79-C ' JOE NAME: LOCATION: ' SAMPLE SOURCE: SAMPLE BY: ' LAB TECH: COLEMAN HOMES TRACT 217:10 RANCHO HIGHLAND'S LOTS 1-44 OF TRACT 21760 LOTS 55-6= OF TRACT 22761 RE DD ' REMARKS: SAMPLE #1 SAMPLE DESC: SANDY SILT, TAN -------------------------------------------------------------------------- 91 WET COMPACTED WT. 597.5 DIAL TIME RING WT. 126.1 ----------------------` NET WET WT. =75.7 READING #1 .200 144 WET DENSIS`( 11....5 SOIL + TARE 20.3 READING #2 .240 1456 'WET DRY SOIL + TARE 2t)1.:� TARE 0.0 READING #.? .246 1600 MOISTURE" 9.7 'INTITAL INTITIAL DRY DENS 1`•Z.9 HEADING #4 .247 700 SATURATION 40..T FINAL WT. 614. i? READING #5 .200 N/T 'DRY WT. 527.0 LOSS PR 1.e+ NET DRY WT. :40.9 DENSITY 102.9 'FINAL SATURATED MOISTUR 25.5 Expansion Index 47 91 SUGGESTED GUIDELINES FOR DESIGN OF FOUNDATION AND SLAB SYSTEMS FOUNDATION SYSTEM TYPE I TYPE II TYPE III TYPE IV TYPE V EXPANSION RATE VERY LOW LOW MEDIUM HIGH VERY HIGH EXPANSION INDEX 0 - 20 21 50 52. • 90 91 - 130 ABOVE 130 FOOTING DEPTH (STORIES) I ONE TWO I ONE I TWO ONE TWO 11 ONE I TWO PERIMETER 12' 12' 12' 18' 18' 18' 24' 24' INTERIOR 12' 12' 12 18' 12' 18' 18' 24' NOT 1 - No. 4 Steel Bar. 2. #4 BARS REINFORCEMENT" REQUIRED TOP AND BOTTOM (T&B) (T&B) SPECIAL NOT REQUIRED 12' X 12' WITH ONE #4 BAR TOP AND BOTTOM 12' X 24' 2 #4 (T&B) GARAGE GRADE BEAM DESIGN REQUIRED FOR 6 INCHES EXPANSION SLAB THICKNESS 4 INCHES NOMINAL NOMINAL INDEX ABOVE . FLOOR SLAB 6' BY 6' 130 REINFORCEMENT 6' X 6' - #10 / #10 #6 / #6 FOR DWELLINGS NOT WELDED WIRE FABRIC WIRE MESH REQUIRED GARAGES NOT REQ. 6'X6'#6/#6 SUBGRADE MOISTURE OPTIMUM MOISTURE110®e. OF OPT. MOISTURE REQUIRED CONTENT OR GREATER BELOW SLAB AREA 6 MIL VISQUEEN 1 INCH MINIMUM OF SAND ABOVE VISQUEEN MOISTURE BARRIER FOR ALL EXPANSION INDEX'S SAND ABOVE SAND BELOW II 1 INCH 11 .Z INCHES 11 4 INCHES NOTES: 1) NUMBER 3 BARS 18 INCHES ON CENTER MAY BE SUBSTITUTED FOR WIRE MESH REQUIREMENTS. 2) SAND MAY BE SUBSTITUTED WITH ANY NON -EXPANSIVE SOILS WHICH ARE APPROVED BY THE GEOTECHNICAL CONSULTANT. 3) ALL SWELL TESTING IS PERFORMED FOLLOWING THE UNIFORM BUILDING CODE TEST DESIGNATION 29.2. 4) THESE FOUNDATION GUIDELINES ARE BASED SOLELY ON SOIL EXPANSION CHARACTERISTICS. AND SHOULD NOT PRECLUDE MORE RIGID STRUCTURAL CONSIDERATIONS. THE STRUCTURAL ENGINEER SHOULD BE CONSULTED SHOULD LOADING REQUIREMENTS PRECLUDE THE DESIGN CRITERIA RECOMMENDED HEREIN. SOIL TECH, INC., 41607 ENTERPRISE CIRCLE N. Temecula. CA 92390 / (714) 676-2715 / Fas (714) 699.1757 FIGURE 1 Compaction Test Report Site Plan I [] 1 1 /�v Soil Tech, Inc