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3900 S Bristol St - Soils Report
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3900 S Bristol St - Soils Report
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6/23/2022 1:33:18 PM
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Soils Report
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3900 S Bristol St
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J. C. Penney Company, Inc. <br />Page 4 <br />November 22, 1971 <br />.(Our Job No. A-71009) <br />five feet of the ground surface. At least the upper five feet of backfill <br />should contain sufficient fines so as to minimize infiltration of surface <br />water into the backfill. We suggest that the filter material meet the re- <br />quirements of Class 2 Permeable Material as defined in Section 68 of the <br />State of California, Department of Public Works, Division of Highways, <br />Standard Specifications, dated January, 1969. The subdrain system should <br />extend beneath the elevator pit floor unless the walls and floor of the <br />elevator pit are waterproofed and designed·for the possible hydrostatic <br />pressure.If the subdrain is installed beneath the basement, but not be- <br />neath the elevator pit, the hydrostatic pressure on the elevator pit floor <br />and walls could not exceed that developed by a head of water five feet high. <br />Yours very truly, <br />LeROY CRANDALL AND ASSOC IATES - A <br />LeRoy Cranda f« <br />JK-VB:mu <br />(2 copies submitted) <br />Via Airmail <br />cc: (1) J. C. Penney Company, Inc. (Buena Park) <br />Attn:Mr. Jack P. Harvill <br />(1) J. C. Penney Company, Inc. (Buena Park) <br />Attn:Mr. Edmund Smolenski <br />(1 ) J. C. Penney Company, Inc. (San Franc i sco) <br />Attn:Mr. Thomas Steward <br />(2) Ernest W. Hahn <br />Attn:Mr. Jim Harris <br />(5) Maxwell Starkman & Associates <br />Attn: Mr. Jerry Kramer <br />(1) Marvin A. Hornstein and Associates <br />RECEIVEU <br />DEC 1 1971 <br />City of Sor, 4Dept. Bldg. Sfty, 6 •louslnp <br />..
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