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"EXHIBIT I" <br /> I , <br /> ' Property Investrient Developers , Inc . <br /> October 23, 1973 <br /> Page 2 <br /> I <br /> to you. The spPciflc gravity and Los Angeles abrasion percent %rear <br /> are within normal limits for base course , asphalt aggregate or concrete <br /> aggregate . The preliminary sodium sulfate soundnP.s•, test results Indicate <br /> that the material will also be within normal requirements for percent <br /> loss . <br /> Conclusions : The proposed site Is suitable for development as a sand and <br /> gravel plt operatlon. The pit will have to be developed In accordance <br /> with the requirements of House 811 ) 1529 which requires reclamation of <br /> the area after the mining has been completed. Because of the high ground <br /> water table In the area , the majority of the sand and gravel stratum will <br /> have to be either recovered from beneath the ground water table or the <br /> ground water table lowered . The upper soils which writ be stripped from <br /> the pit should be suitable for use as overlot grading. The volume of <br /> material which may be recovered from the site wlII be limited by the <br /> setbacks required to protect the Interstate hlghway , the railroad , 71,th <br /> Avenue , Colorado Boulevard and the Burlington Canal . The volur•c will <br /> also be reduced by the side slopes required for stability . The materials <br /> above the ground water table should b4� excavated wlth a maximum slope- on <br /> the order of 2 : 1 , Below the ground water table , the slopes sh,u1G riot be <br /> steeper than 3 : 1 . As Indicated by the gradatlons , an excess of sand will <br /> be produced In the processing . This can probably be sold as a fill <br /> material . <br /> If we can be of further service , please call . <br /> Very truly yours , <br /> p °•, CHEN AND ASSOCIATES, INC . <br /> 9921 a'' * : By _ <br /> " Harold Iio Ings th, Jr..,O�—C� <br /> HII/bn !F •• •••' �� <br /> Eric Is . F ( U <br /> "EXHIBIT I" Soils Information <br /> Page 3 <br />