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Project No. JB -314 24 March 2003 Page 14 6.8 Miscellaneous Our exploration did not reveal the presence of buried items such as leaching fields, wells, storage tanks, etc other than previously discussed. It is possible, however, that such items may be present. If such items are encountered during grading or during excavations of foundations, our firm should be notified immediately to provide recommendations for proper procedures. Also, this study did not include investigations for toxic substances or groundwater contamination of any type. If such conditions are encountered during site development, additional studies will be required. 6.9 Plan Review Before submitting design drawings and construction documents to the appropriate local agency for approval, copies of the documents should be reviewed by our firm to ensure that the recommendations in this report have been effectively incorporated. 6.10 Construction Observations We recommend that our representative be present during grading and foundation excavation to observe that the work performed is in conformance with specifications and recommendations provided here. We will also perform testing as necessary to evaluate the quality of the materials and their relative compaction. Records will be maintained of our site visits and test results. At the completion of site grading and foundation excavation, we will submit a summary of our observation and test results along with any necessary supplemental recommendations. To assure that our personnel are at the site when needed, we require that you notify us at least 2 working days before the task begins. 7.0 LIMITATIONS This report has been prepared for the exclusive use of the Client and the Client's consultants for specific application to the proposed development. If changes occur in the nature, design location, or configuration of the proposed development, the conclusions and recommendations contained here shall not be considered valid. Changes must be reviewed by our firm. The analysis, opinions, conclusions and recommendations submitted in this report are based in part on the referenced materials, site visit and evaluation, and subsurface exploration. The nature and extent of variation among exploratory borings may not become evident until construction. If variations appear, it will be necessary to re-evaluate or revise recommendations made in this report. =Korbmocher Engineering, Inc.