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WA9302-LR 951103 (18)
'EOTECH N ICAL E GEE Consultants, inc. E NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 PIER INSPECTION REPORT Report Date: November 3, 1995 Inspection Date: October 17, 1995 Client: City of Coppell Pier Inspection Report No.:32 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 N-12 24" 28' 1' 11' 6" 11' 9" 39' 10" Gray Shale 28' 1" Clean, plumb, dry O-11 24" 28' 6" 11' 6" 11' 8" 40' 4" Gray Shale 28' 5" Clean, plumb, dry P-4 24" 26' 8" 11' 6" 11' 6" 38' 2" Gray Shale 26' 4" Clean, plumb, dry P-3 24" 24' 6" 11' 6" 11' 6" 36' 0" Gray Shale 24' 2" Clean, plump, dry G-7 24" 25' 4" 11' 6" 11' 6" 36' 10" Gray Shale 25' 4" Clean, plumb, dry G-8 24" 25' 5" 11' 6" 11' 11" 37' 4" Gray Shale 25' 1" Clean, plumb, dry H-10 24" 27' 8" 11' 6" 11' 6" 39' 2" Gray Shale 26' 4" Clean, plumb, dry N-11 24" 27' 2" 11' 6" 11' 6" 38' 8" Gray Shale 25' 6" Clean, plumb, dry J-11 24' 27' 6" 11' 6" 11' 6" 39' 0" Gray Shale 25' 1" Clean, plumb, dry Q-17 24" 28' 0" 11' 6" 12' 5" 40' 5" Gray Shale 28' 4" Clean, plumb, dry E-3 24" 24' 4" 11' 6" 12' 0" 36' 4" Gray Shale 34' 3" Clean, plumb, dry cc: Mr. Larry Davis - City of Coppell Mr. Bob Barbarisi - Natgun Corporation Mr. Gary Hendricks - Shimek, Jacobs and Finklea .. Our letters and reports are for the exclusive use of the client m whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports apply only m the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.