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BUCKEYE RANCH ( 4-1-92 ) 11 I <br /> have also not determined the depth and probable mass of the C97 <br /> excavatable deposits suggestions of test excavations are not <br /> appropriate . — I <br /> The draft report says that recordation . including mapping and <br /> photography, should follow ( at minimum) the standard procedures C98 <br /> of the Department of Parks and Recreation. It is unfortunate <br /> that the recording of the sites did not meet the professional <br /> standards of the State Historic Preservation Office . —J <br /> On Page 3-20 it says pollen and soil analyses representative of <br /> each site locality should be performed. dependent upon the <br /> material available . It is clear that the consulting <br /> archaeologists have put the cart before the horse . Appropriate <br /> chemical tests of the soils should have been performed to <br /> determine the limits of the excavatable deposits within the C99 <br /> project so that they could be evaluated in regard to proposed <br /> developments . Since the consulting archaeologists have not <br /> identified what is still present , and what affect all of the past <br /> destructive activities have done to these deposits it is not <br /> appropriate to suggest collection of pollen samples at this time . <br /> On Page 3-20 it is noted that the "RIVER SITE" extends beyond the <br /> project . It is evident to this reviewer that CA-SJO-43 and CA- <br /> SJO-44 are located outside of the project boundaries . and that <br /> only a levelled remnant of CA-SJO-45 is present in the location <br /> of the oak reforestation . Since the bulk of the lumped together <br /> "RIVER SITE" is outside the proposed Buckeye Ranch Subdivision C100 <br /> this would drastically alter any mitigation procedures that may <br /> be ultimately needed. It is difficult to understand how a <br /> suggestion can be made to excavate units in the "RIVER SITE" to a <br /> depth of approximately three meters when the 1929 report of <br /> Schenck and Dawson indicate that sterile was reached in CA-SJO-43 <br /> at a depth of three feet ( one meter ) and,- in CA-SJO-44 at four <br /> feet ( 1 . 22 meters ) . Even if burials extended into the sterile <br /> subsoil , as was the case with many that were excavated by Donald <br /> Mcgeein , the maximum depth does not begin to approach three <br /> meters . One of the major faults of the work performed by the <br /> consulting archaeologists was the failure to use auguring to C101 • <br /> determine the actual dept',-,s of the excavatable deposits . --J <br /> Based on the indicated location of the two sites on the south <br /> side of the Mokelumne River and the nature of the impact from the <br /> project it is probably -not necessary to have a survey conducted <br /> to locate those resources . The rest of the suggestions on Page C102 <br /> 3-21 are valid , though it might be difficult to find a third <br /> party professional organization Willing to monitor the sites <br /> Within the project . Perhaps it should be the responsibility of <br /> work done by the consulting archaeologists affiliated with the <br /> project do the future to identify such organizations . <br /> 5 ) . In Chapter 4 . 9 and Appendix F in the Draft E. I . R. there are <br /> also some misleading and wrong information. On Page 4 . 9-2 the C103 <br /> consulting archaeologists have clearly not demonstrated that only <br /> two sites exist . The nature of the fieldwork carried out was <br /> insufficient to demonstrate the existence of continual deposition <br /> between different locations of excavatable deposits , plus the <br /> limits of those deposits and their depth and volume have not been <br /> determined. On Page 4 . 9-4. while it might be desirable to have <br /> the artifacts curated at a public repository . under California C104 <br /> law they belong to the landowner. This statement should read <br /> III-91 <br />