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WA9302-LR 950921 (5)
[EOTECHNICALE IGEE Consultants, inc. E~NVIRONMENTAL 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794 PIER INSPECTION REPORT Report Date: September 21, 1995 Inspection Date: September 11, 1995 client: City of Coppell Pier Inspection Report No.: 9 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 D-16 24" 32' 3" 11' 6" 12' 5" 44' 7" Gray-dark gray shale 34' 0" Clean, plumb, dry N.5-19.4 24" 31' 0" 11' 6" 11' 6" 42' 6" Gray-dark gray shale 35' 0" Clean, dry, 1" off plumb D-17 24" 31' 8" 11' 6" 12' 8" 44' 4" Gray-dark gray shale 28' 6" Clean, plumb, dry S-12 24" 1 I' 6" Gray-dark gray shale Encountered pipe drilling discontinued S-13 24" 29' 0" 11' 6" 11' 6" 40' 6" Gray-dark gray shale 26' 4" Clean, plumb, dry S-14 24" 29' 5" 11' 6" 11' 6" 40' 11" Gray-dark gray shale 31' 6" Clean, plumb, dry 0.6-18.9 24" 11' 6" Gray-dark gray shale 28' 6" Shale not penetrated E-18 24" 11' 6" Gray-dark gray shale 34' 0" Shale not penetrated cc: Mr. LarD' 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 to the sample tested aM/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.