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J. C. Penney Company, 'lric. 'August 4, 1971 <br />Page 2 (Our Job No. A-71009) <br />Paving recommendations were also presented in our report on the basis <br />that the on-site clay soils would constitute the subgrade material beneath <br />the paving.If the on-site soils were excavated so as to allow the placing <br />of at least one foot of the proposed select imported fill, the thickness of <br />paving and base could be reduced.If the upper one foot of subgrade soils <br />beneath the paying (including the thickness of base course) consists of <br />select imported fill, parking areas subject to automobile traffic may be <br />paved with two inches of asphaltic paving and three inches of base course <br />placed on the compacted subgrade.Driveways and other areas subject to truck <br />traffic may be paved with three inches of asphaltic paving and four inches of <br />base course placed on the compacted subgrade. The reduction in the pavement <br />sections is based on the assumption that the proposed.imported materal will <br />have a CBR value of at least 5. <br />You rs ve ry truly, <br />Le ROY CRANDALL AND ASSOCIATES <br />A <br />b Y. tchL= <br />Le Roy Crandal <br />JK-SC/pa <br />(2 copies submitted) <br />Vi a Ai rmai 1 <br />1 <br />cc: (1) J. C.'Penney Co., Inc. (Buena Park) <br />Attn:Mr. Jack P. Harvill <br />(1) J. C. Penney Co., Inc. (Buena Park) <br />Attn: Mr. Edmund Smolenski <br />(1) J. C. Penney Co., Inc. (San Francisco) <br />Attn:Mr. Thomas Steward <br />(5) Maxwell Starkman, A. I.A. & Associates <br />Attn:Mr. Robert Blumin <br />RECEIVEU <br />DEC 1 1971 <br />City of Santa K. 5Dept. Wg. Sfry. 8 Houslap <br />l .