WA9302-LR 951109'EOTECHNICALE I GEE Consultants, Inc.
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NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
PIER INSPECTION REPORT
Report Date: November 9, 1995 Inspection Date: November 7, 1995
Client: City of Coppell Pier Inspection Report No.:45
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
B.8-4.5 24" 25' O" 11' 6" 11' 10" 36' 10" Dark Gray Shale 25' 2" Clean, plumb, dry
D-4 24" 24' 6" 11' 6" 11' 11' 36' 5" Dark Gray Shale 24' 4" Clean, plumb, dry
D.5-2-8 24" 24' 7" 11' 6" 11' 10" 36' 5" Dark Gray Shale 27' 0" Clean, plumb, dry
E.5-2.2 24" 24' 2" 11' 6" 12' 2" 36' 4" Dark Gray Shale 24' 5" Clean, plumb, dry
G.6~l. 1 24" 24' 7" 11' 6" 11' 6" 36' 1" Dark Gray Shale 25' 4" 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 rex~ive 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 products.