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WA9302-LR 951011 (4)
V~'EOTECHNICAL E GEE Consultants, Inc. E I NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 PIER INSPECTION REPORT Report Date: October 11, 1995 Inspection Date: October 6, 1995 Client: City of Coppell Pier Inspection Report No.: 25 Project: 6.0 million gallon water storage tank Page Number: Page 1 of 1 Identification: Straight Shaft Piers Project Number: 95-0196 Method of Test: Visual Observation Pier Shaft Depth to Req.d Actual Total Bearing Casing # Size Bearing Strata Pent. Pent. Depth Material Depth Remarks C-9 24" 26' 10" 11' 6" 11' 10" 38' 8" Gray Shale 28' 5" Clean, plumb, dry J-14 24" 28' 0" 11' 6" 12' 2" 40' 2" Gray Shale 24' O' Clean, plumb, dry M-14 24" 28' 6" 11' 6" 11' 10" 40' 4" Gray Shale 29' 2" Clean, plumb, dry Q-9 24" 28' 6" 11' 6" 12' 4" 40' 10" Gray Shale 27' 4" Clean, plumb, dry D-9 24" 25' 10" 11' 6" 12' 9" 38' 7" Gray Shale 28' 2" Clean, plumb, dry D-10 24" 25' 2" 11' 6" 12' O" 37' 2" Gray Shale 26' 6" Clean, plumb, dry K-14 24" 28' 10" 11' 6" 12' 4" 41' 2" Gray Shale 29' 5" Clean, plumb, dry cc: Mr. Larry Davis - City of Coppell ~/~~ZO dJ-/ Mr. Bob Barbarisi - Natgun Corporation - Mr. Gary Hendricks - Shimek, Jacobs and Finklea Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested aM/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.