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WA9302-LR 950921 (6)'EOTECHNICAL E I GEE Consultants, inc. EJ NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 PIF, R I gPEC ION REPOR Report Dat~: September 2l~ 1995 Inspection Date: September 1~ 1995 Client: City of Coppell Pier Inspection Report No.: 13 Project: 6.0 million gallon water storage tank Page Number: Page 1 of 1 Identification: Straight Shaft Piers Project Number: 95-0220 Method of Test: Visual Observation Pier Shaft Depth to Req.d Actual Total Bearing Casing # Size Bearing Strata' Pent. Pent. Depth Material Depth Remarks L-19 24" 32' O" 11' 6" 12' 8" 44' 4" Gray Shale 33' O" Clean, plumb, dry M-19 24" 33' 4" 11' 6" 11' 8" 45' 2" Gray Shale 33' 0" Clean, plumb, dry R-12 24" 29' 6" 11' 6" 11' 8" 41' 4" Gray Shale 26' 0" Clean, plumb, dry R-11 24" 29' 0" 11' 6" 11' 7" 40' 7" Gray Shale 26' O" Clean, plumb, dry E-16 24" 32' 2" 11' 6" 12' 6" 44' 8" Gray Shale 26' O" Clean, plumb, dry D-15 24" 32' 2" 11' 6" 11' 7" 43' 9" Gray Shale 34' 0" Clean, plumb, dry N-19 24" 32' 2" 11' 6" 11' 6" 43' 8" Gray Shale 34' 0" Clean, plumb, dry R-13 24" 30' 2" 11' 6" 11' 9" 42' 1" Gray Shale 26' 0" 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 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 and/or inspected~ and are not necessarily indicative of the quantities of apparently identical or similar preducB.