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HomeMy WebLinkAboutTract Map 16178 Soils ReportSoil Tech Laboratories Soil Engineering —Inspection and Testing Dec. 19, 1984 Rancho Consultants 23636 Front street Temecula, Ca. 92390 (714)676-5736 Gentlemen : Regarding: Canracticn Test Resul"s / Final Grading Rexrt Winchester Cann. C--nte_r - Tract 16178 3, -2, -3 I=or t Phase -Project mincer : 107 6-C-3 4 1.0 Site Location 1.1 The site is lccatad west cf Jeffa_rscn Avenue, in the nert.'zwesterly Rancho CalifcrZia area, Riverside C=tt,r. Tcpccrachy across the site is essentially flat with a surface gradient to the west at less than 5%. The Elsinore Fault zone passes through the easterly portion of the subject property, trrrding in a north, scut: direr icn. The M=ieta Creek Channel lies directly to the west. 2.0 Preresed Develoane_nt 2.1 The proposed develepn�nt is represented to be a light industrial-carmescial 3.0 Sccce cf Wcr?c 3.1 The attached fidiibits I density tests taken by locations indicated cn (A-=e.^.dux B) . & II represent the results cf field a representative of this fizz at the the Caapacticn Test Reccrt Site Plan 27840 DEL RIO ROAD • TEMECULA CALIFORNIA 92390 PHONE: (712) 6 76-2745 Rancho Consultants Winchester Calm. Center ImDort Phase / Project Number:1076-C-84 Page 2 3.2 The import grading operation was performed by Ron E. varela t�ireugn the use of 20 dunm tracks, two 824 rubber tired dozers with one sheepsfoot camacting drum, one 16G grader, four 988 loaders, one 460 sheepsfoct c=pactcr, one D8 track mounted dozer, and tire-- water trucks. 3.3 The grading operation ccnsisted of importing fill reterial from an adjacent site to elevate the proposed pads up to 12.5 Feet. 3.4 A11 fill slopes were keyed and benched. Delete_ricus and orcaric material was reTcved and buried a minim= of two feet belcw finish grade in the fault zone (approver •waste area) . Subsoils to receive fill were scrrifier a minim= of 6 i_^c::es below the e- --csed sur-face, moisture ccr.diticned and ran=r-actad to a minim= of 90 percent of the relative maxi.-r= densi t r potential, in accordance with Riverside County Standard 457. Fill material was then places? within the prepared areas. 3.3 Re==z--ac '; cn was accomplisher by plac�*nent of tte fit HEt�ria.,l in depths of 6 tc 8 i^.c.^.es t0 a maximum heicht of 12.E feet. 3.6 Field ccmcacticn t--sti.^.c was performer in acccrdar.ce with ASZu D-1556-70. Laboratory "Prcctors" (Ma.:cimum Densit-r Optimum Moisture Content R ationships) , were pe-rformed in acccrdance with ;OLM D-1557 . A more de..ailed account of ccmpacticn test results and daily field operations Can be fcurd cr. the daily field e.^.ci_^.ee_ring reccr-s, (Ai�ndix A) . 4.0 Conclusions 4.1 Laboratory and field testing results indicate relative densities greater than 90 percent within t�.e fi11 perticn of the sub jec t site. The cradi_hc operations have been pe_r=c=x--d in accordance with accepteed e-ngineering principles and prat cos . Soil Tech Laboratories Rancho Consultants Winchester Calm. Center Import Phase / Project Number:1076-C-84 Page 3 The findings expressed in this report are based on field and laboratory testing performed during the ccmpacticn operations and no warranty is expressed or implied over items beyond the direct representaticns of this report. Thank you for the cpportunity to provide this report. Please direct any questions to this office. Respectfully, COPY Jchn T. Reinhart H. Wayne Baimbridge RCr 23464 Crteraticns vanacer Soil Tech Laboratories Rancho Consultants Winchester Carm. Center Dort Phase / Project Number: 1076-C-84 Page 4 SUMMARY CF M7ISTURE DENSITY REIr1TICNSBIPS ASMI-D-1557-70 Sale Number Stele Descrintien Ma;-,Lnnmt Density Oeti= Moisture % Al. Tan, coarse to fine sands w/ trace silt. (SP) 113.8 10.8 A2. Tan, coarse to fine sands w/ silt. (SIM) 119.0 9.0 A3. Brown, fine to coarse sands w/ silt. (-IzML) 120.0 10.0 A4 . Tan, f ine to c.rarse sands with silt and c?.ay. . (SlM) 122.7 10.4 A.:. Black, silt with sand and trace ci.ay. Q%M) 124.5 10.7 A6. Brown, fine to coarse sar_d with silt. ("C-i) 125.1 10.2 A7. Tan, silt with coarse to fine sands and clay. (Ml,) 117.2 12.2 Soli Tech Laboratories Rancho Consultants Winchester C=. Center Inport Phase / Project Ntanber:1076-C-84 Page 5 OBIT II � a � ASM4-D-1556-70 Demth M.Cist7=e Dry Relative Test Test Locaticn (or) Content Density Max.*m= Soil Reg - No. Elevaticn % P.C.F. Czirr-acticn De.^.si t<.r Tote % 1. Ps: 3 lot 2 E + 2 Feet 8.8 117.7 94.1 125.1 2. PH 3 lot 2 S;i + 2 Feet 8.6 117.1 93.6 125.1 3. PH 3 lot I NE + 2 Feet 7.0 109.5 91.3 120.0 4. PH 3 lot 1 SE + 2 Feet 12.0 12.7 97.3 125.1 5. PH 3 lot 3 NE + 2 Feet 9.8 121.6 97.2 125.1 6. PH 3 lot 4 NE + 2 Feet 9.5 115.8 92.5 125.1 7. PH 3 lot 4 Sw + 2 Feet 8.6 12-1 .8 97.3 125.1 8. PH 2 lot 5 E + 2 Feet 9.9 120.8 96.5 125.1 9. PH 2 lot 4 N + 2 Feet 10.2 118.8 94.9 125.1 10. PH 3 lot 8 SE + 2 Feet L1.4 120.6 96.4 120.6 PH 3 lot 7 SW + 2 Feet 10.2 118.4 94.6 125.1 12. PH 3 lot 5 SE + 2 Feet 10.5 117.9 94.3 125.1 13. FH 3 lot 6 SE + 2 Feet 9.0 114.4 91.4 125.1 14. PH 2 lot 4 SE + 2 Feet 7.9 113.2 90.5 125.1 15. F'? 2 lot 5 SE + 2 Feet 8.8 115.2 92.1 125.1 16. PH 2 lot 3 =tr + 2 Feet 7.5 113.5 90.7 125.1 17. PH 2 lot 2 SE + 2 Feet 8.8 118.8 94.9 125.1 18. PH 2 lot 2 W + 2 Feet 9.0 122.6 98.0 125.1 19. PH 2 lot 8 =.t- + 2 Feet 8.0 124.2 99.2 125.1 20. PH 2 lot 7 Sc, + 2 Feet 9.4 114.4 91.5 125.1 21. PH 0 lot 8 SE + 2 Feet 11.8 120.8 96.6 125.1 22. PH 0 lot I S + 2 Feet 10.7 116.2 92.9 125.1 23 . PH 0 lot 2 SE + 2 Feet 9.8 114.0 91.1 125.1 24. PH 2 lot 7 NE + 2 Feet 12.1 117.8 94.5 125.1 25. P?H 0 lot 8 NE + 2 Feet 10.2 115.8 92.6 125.1 26. PH 0 lot 2 NW + 2 Feet 8.7 115.2 92.1 125.1 27. PH 2 lot 2 N�-E: + 4 Feet 8.6 114.1 91.6 125.1 29. PH 2 lot 3 W + 4 Feet 7.6 115.8 92.6 125.1 29. PH 2 lot 8 W + 4 Feet 9.4 120.4 96.2 125.1 30. PH 0 lot 1 SE + 4 Feet 8.6 120.2 96.1 125.1 31. PH 2 lot 7 NE . 2 Feet 8.1 111.6 93.0 120.0 32. PH 2 lot 6 E + 2 F eet 12.3 116.1 92.8 125.1 Soil Tech Laboratories Rancho Consultants Winchester Cann. Center port Phase / Projert Number:1076-C-84 Pace 6 Sul% F CF F= DENSITY TEST RESULTS AS714-D-1556-70 Depth Mcist:=e Dry Relative Test Test Location (or) Cc.ntent Densitv % Maxi tan Soil Rec. No. Ele,,ration % P.C.F. Ca���ac'cn Densi t,r Tvte $ 33. PE 3 lot 5 NE + 4 Feet 10.2 121.0 96.7 125.1 6 34. PH 3 lot 6 NE + 4 Feet 12.2 116.3 93.0 125.1 6 35. PH 3 lot 7 NW + 4 Feet 12.5 116.2 92.9 125.1 6 36. PH 2 lot 4 NE + 4 Feet 10.8 116.7 93.3 125.1 6 37. PH 2 lot 4 E + 4 Feet 10.1 117.9 94.2 125.1 6 38. PH 2 lot 2 -1W + 4 Feet L . 6 117.9 94.2 125.1 6 39. PH 2 lot 3 W + 6 Feet 9.2 120.0 95.9 125.1 6 40. PH 0 lot 1 NW + 6 Feet 9.6 118.3 94.6 125.1 6 41. PH 3 lot 4 NW + 4 Feet 7.2 1 33.9 91.1 125.1 6 42. PH 3 lot 3 NW + 4 Feet 7.6 113.5 90.7 125.1 6 43. Retest 441 + 4 Feet Ll. 4 116.8 93.4 125.1 6 44. Retest 442 + 4 Feet 10.1 116.3 93.0 125.1 6 45. PH 2 lot 3 SW + 6 Feet 9.1 118.8 95.0 125.1 6 46. PH 2 lot 4 NE + 6 Feet 9.5 119.2 95.3 125.1 6 47. PH 2 lot 6 SE + 4 Feet U.6 114.5 91.5 125.1 6 48. PH 2 lot 8 HE + 8 Feet 8.0 111.4 90.7 122.7 4 49. PH 0 lot 2 NW + 2 Feet 9.2 116.5 93.1 125.1 6 50. PH 0 lot 7 SE + 2 Feet 10.6 117.9 94.2 125.1 6 51. PH 3 lot 8 SEW + 4 Feet 8.9 114.3 91.4 125.1 6 52. PH 3 lot 1 Fri + 4 Feet 11.2 113.4 91.0 125.1 6 53. PH 2 lot 2 NE + 6 Feet 12.0 117.1 95.4 122.7 4 54. PH 2 lot 3 NE + 6 Feet 10.4 112.7 91.9 122.7 4 53. Fu 2 lot 1 FW Base 11.0 113.5 92.5 122.7 4 56. PH 2 lot 1 SE Bye 12.6 116.0 94.5 122.7 4 57. PH 2 lot 1 Fri + 2 Feet 12.0 114.9 93.6 122.7 4 58. PH 2 lot 1 SE + 2 Feet 11.6 114.5 93.3 122.7 4 59. PH 2 lot 2 SW + 4 Feet 10.4 112.7 91.8 122.7 4 60. PH 2 1ct 2 SE + 4 Feet 14.4 116.1 94.6 122.7 4 61. PT: 2 lot 1 Sri + 6 Feet 7.0 1 33.0 90.3 125.1 6 62. 2 lot 1 SE + 6 Feet 8.9 116.3 92.9 125.1 6 61. PH 2 lot 1 Sri + 8 Feet 8.0 114.1 91.2 125.1 6 64. PH 2 lot 1 SE + 8 Feet 7.4 114.6 91.6 125.1 6 Soil Tech Laboratories Rancho Consultants Winchester Corn. Center InLort Phase / Projec-- Nlmiber:1076�-84 Pane 7 pKq Im=xvlmai SUMMAMY CF FIELD DENSITY TEST RES= AS=4-0-1556-70 Depth Moisture Dry Relative Test Test Lccaticn (or) Content Density % Maxi:m= Soil Reg. No . Elevation % P.C.F. C=mactIcn Density Tvue % 63. PH 2 lot 1 NW Base 7.2 112.8 90.1 125.1 6 66. PH 2 lot 1 NW Base 10.4 117.6 94.0 125.1 6 67. P3 2 lot 1 NE + 2 Feet 9.3 111.2 90.6 122.7 4 68. PH 2 Ict 1 NW + 2 Feet 12.0 118.2 96.3 122.7 4 69. PH 2 lot l NW + 2 Feet 111.8 112.8 90.1 125.1 6 70. P3 2 lot 1 NW + 4 Feet 7.9 117.2 93.7 125.1 6 71. PH 2 lot 1 NW + 4 Feet 5.0 113.7 90.0 125.1 6 72. PH 2 lot 1 NW + 4 Feet 5.0 113.7 90.0 125.1 6 73. PH 3 lot 2 =tr Finish Grade 6.0 113.9 91.1 125.1 6 74. PH 3 lot 1 NE Finish Grade 7.4 113.4 90.7 125.1 6 75. Psi 3 lot 3 SW Finish Grade 8.5 120.8 97.0 124.5 5 76. P3 3 lot 4 = Finish Grade 9.5 118.2 94.9 124.5 5 77. PH 3 lot 2 NW Finish Grade 7.6 113.8 91.0 125.1 6 78. PH 3 lot 1 NW Finish Grade 6.9 121.7 97.3 125.1 6 79. PH 0 lot 2 SIM + 6 Feet 8.2 113.4 90.6 125.1 6 80. Ph 0 lot 1 SE + 6 Feet 8.0 111.5 90.9 122.7 4 81. P1 2 lot 2 NE + 6 Feet 8.2 112.9 92.0 122.7 4 82. PH 2 lot 4 NE + 6 Feet 9.1 112.8 92.0 122.7 4 83. PH 2 lot 7 NE Finish Grade 8.4 117.1 94.0 122.7 4 84. PH 0 lot 8 SE Finish Grade 6.0 1 99.9 95.9 125.1 6 85. PH 2 lot 7 SW Finish Grade 8.4 117.5 93.4 125.1 6 86. P3 0 lot 7 NE Finish Grade 7.9 115.8 93.0 124.5 5 87. P5 2 lot 4 NW Finish Grade 7.3 113.5 90.7 125.1 6 88. P3 2 lot 5 Srl Finish Grade 11.6 117.2 93.7 125.1 6 89. PH 2 lot 1 W + 2 Feet 7.5 116.1 93.2 124.5 5 90. Ph 2 lot 1 Sri + 10 Feet 8.5 115.9 93.1 124.5 5 91. Pam: 2 lot 1 SE + 10 Feet 11.6 114.5 92.0 124.5 5 92. PH 2 lot 1 Sri + 12 Feet 8.0 1211.1 97.2 124.5 5 93 2 lot 1 Sri + 12 Feet 6.2 Ill. 8 91.1 122.7 4 94. PH 2 lot 1 W 4 Feet 8.9 111.1 90.6 122.7 4 95. PH 2 lot 8 Sri + 6 Feet 8.5 112.7 90.0 125.1 6 96. PH 0 lot I SW + 6 Feet 6.1 115.3 92.3 125.1 6 Soil Tech Laboratories Rancho Consultants Winchester Calm. Center I=ort Phase / Project Nuater:1076-C-84 Page 8 F27014 � i Suf- CF FIr"L. D DENSITY ZEST RESULTS ASn4-D-1556-70 Depth Moisture Dry Relative Test Test Location (or) Content Density % Maxi = Soil Rec. % No . Elevation % P.C.F. C=Macticn Densit-r Tvze 97. PH 0 lot 2 SW + 6 Feet 6.8 116.1 92.8 125.1 125.1 6 6 90 90 08. Retest #97 + 6 Feet Finish Grace 5.2 7.9 116.1 115.5 92.3 92.3 125.1 6 90 99. 100. PH PH 2 2 lot lot 4 SrT 4 NW Finish Grade 7.2 116.3 94.8 122.7 4 90 101. Ph 2 lot 5 -':;7 Finish Grade 7.0 112.6 91.8 122.7 4 90 90 102. PH 2 lot 5 NW Finish Grade 5.1 110.8 90.3 122.7 4 4 90 103. PH 3 lot 8 W Finish Grade 5.7 114.0 98.9 122.7 6 90 104. PH 3 lot 7 Syy' Finish Grace 5.9 117.3 93.7 125.1 6 90 105. PH 2 lot 1 NW + 4 Feet 6.6 1-17.4 93.9 89.1 125.1 122.7 4 90 106. PH 2 lc 1 NW + 4 F°°t 2.2 10.8 109.3 115.8 92.6 125.1 6 90 107. Retest PH 2 4106 lot 1 NW + 4 Feet + 4 Feet 1.11. 4 117.4 93.9 125.1 6 90 108. 109. PH 2 lot 1 SE Finish Grade 11.7 117.7 94.1 125.1 6 90 L0. PH 2 lot 1 S+q Finish Grade 10.5 117.0 93.5 125.1 6 90 Ll. PH 2 lot 1 NE Finish Grade 8.1 117.6 94.0 125.1 6 90 112. PH 2 lot 1 NE Finish Grade 7.8 117.1 93.6 125.1 6 90 113. PH 0 lot 7 NW Finish Grade 9.4 112.8 91.9 122.7 4 90 1 44. PH 0 lot 8 NW Finish Grade 10.3 113.1 92.2 122.7 4 90 115. PH 2 lot 6 NE Finish Grade 9.6 114.6 91.6 125.1 6 90 116. PH 2 lot 4 NE Finish Grade 6.2 114.0 91.1 125.1 6 90 117. PH 2 lot 2 � Finish Grade 11.0 111.8 _ 91.1 122.7 4 90 118. PH 2 lot 3 SE Finish Grade 11.4 111.4 90.8 122.7 4 90 119. PH 2 lot 2 NE Finish Grade 9.0 115.3 92.2 125.1 6 90 120. PH 2 lot 1 SE Finish Grade 13.0 114.1 91.2 125.1 6 90 Soil Tech Laboratories