1605 SE EVERETT MALL WAY BOBS BURGER AND BREW 2025-07-25

I JJMD Buildings Bobs Burger&Brew JN 09266 INovember 18, 2009 Page 11 I LOCATION OF FILL PLACEMENT MINIMUM RELATIVE COMPACTION Beneath footings, slabs 95% I , or walkwa s Filled slopes and behind 90% retainin• walls 95%for upper 12 inches of Beneath pavements subgrade; 90% below that level in Where:Minimum Relative Compaction is the ratio,expressed in I percentages,of the compacted dry density to the maximum dry den- sity,as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). IThe General section should be reviewed for considerations related to the reuse of on-site soils. Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or I clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. ILIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as ' they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those I observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such I unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of JJMD Buildings, LLC and their ' representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is I expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for I biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. IIIADDITIONAL SERVICES I Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are IGEOTECH CONSULTANTS,INC.