WA9302-LR 950905 [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: September 5, 1995 Inspection Date: August 28, 1995
client: City of Coppell Pier Inspection Report No.: 1
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
A.5-14.3 24" 28' 11' 6" 12' 0" 40' 0" Dark gray shale 27' 10" * Clean, 2th"out of plumb
A.2-13.4 24" 25' 11' 6" 12' 2" 37' 2" Dark gray shale 24' 3" Clean, dry, plumb, l~h out of plumb
B-13 24" 29' 11' 6" 11' 2" 40' 2" Dark gray shale 26' 0" ** Clean, dry, 4" out of plumb
* A.5-14.3 lost casing stuck, going to remove casing and drill out at a later date
** B-13 inadequate head was maintained allowing water to flow back into the hole on top of concrete, approximately 3' of
water. This water was bailed out and concrete poured to ground level.
cc: Mr. Larry Davis - City of Coppell ~~t~~
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/ur inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.