WA9302-LR 951212 (6)'EOTECH N ICAL
E 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: December 12, 1995 Inspection Date: November 9, 1995
Client: City of Coppell Pier Inspection Report No.: 48
Project: Coppell Water Storage Tank Page Number: Page 1 of 1
Identification: Straight Shaft Piers Project Number: 95-0196
Method of Test: Visual Inspection
Depth to
Pier Shaft Bearing Req'd Actual Total Bearing Casing
# Size Strata Pent. Pent. Depth Material Depth Remarks
1-2 24" 24' 1" 11' 6" 11' 8" 35' 9" Gray shale 25' 3" Dry, clean, plumb
H-2 24" 23' 10" 11' 6" 11' 7" 35' 5" Gray shale 26' 1" Dry, clean, plumb
G-2 24" 23' 11" 11' 6" 11' 8" 35' 7" Gray shale 25' 1" Dry, clean, plumb
F.7~1.5 24" 23' 5" 11' 6" 12' 3" 35' 8" Gray shale 24' 7" Dry, clean, plumb
J.5-1.5 24" 24' 1" 11' 6" 11' 9" 35' 10" Gray shale 24' 8' Dry, clean, plumb
cc: Mr. Larry Davis - City of Coppell
Mr. Bob Barbarisi, Jr. - 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 products.