RES 86219 - Laserfiche WebLink

CAMP DRESSER & McKEE INC. inspection wtl be conducted. The two most appropriate reservoir sites will be i denti fied. Task 3 - Perform Topographic Surveying Topographic surveys will be conducted of both sites, and the 475 feet contour wi 11 be staked. Task 4 - Conduct Geotechnical Analysis Utilizing the information from Tasks 2 and 3, the following work will be performed at both sites: - a. Drill 3 or 4 test holes at and adjacent to both sites. b. Perform laboratory analysis of materials collected during the drilling process. c. With the results from (a) and (b), determine the thickness and physical properties of the soil, and the physical properties of the underlying bedrock. d.Compare the results of (c) to the geologic and soils information obtained in Task 2. e. Perform a geotechnical engineering analysis and prepare bearing pressure and other geotechnical parameters for reservoir design at both sites. Task 5 - Formulate Reservoir Concepts Based upon the Information from the first four tasks, alternative reservoir layouts and types will be studied for both sites. The reservoir types could be either buried or partially buried. Cut materials could be used as a berm to provide visual shielding of the reservoir. Buried or partially buried reservoirs could be made of reinforced concrete or prestressed concrete with horizontal or sloped bottoms. Conceptual layouts for reservoirs at both sites will be prepared for two or more reservoir types. These layouts will include the alignment of transmission pipes that will connect the reservoir to the City's existing water system. Task 6 - Evaluate Reservoir Concepts The concepts will then be evaluated relative to each other, considering reservoir type; property acquisition cost for the reservoir, pipe, and 2