WA9302-LR 950915 (3)'EOTECHNICAL
E GEE Consultants, inc.
EI NVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
PIER I SPF, CTIO
Report Dam: Septembe~ 1
c]iem: City of Coppert
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 Peru. Pent. Depth Material Depth Remarks
S-11 24" 28' 8" 11' 6" 11' 7" 40' 3" Gray and dark gray shale 25' 0" Clean, plumb, 2" water
T.2-11.4 24" 28' 6" 11' 6" 11' 6" 40' 0" Gray and dark gray shale 26' 4" Clean, plumb, dry
C-15 24" 30' 6" 11' 6" 12' 0" 42' 6" Gray and dark gray shale 31' 6" Clean, plumb, dry
T-12.3 24" 11' 6" 26' 4" Shale not penetrated
A.6-14.3 24" 9' 10" Redfilling concrete not completed
H.5-20 24" 11' 6" 31' 6" Shale not penetrated
* Used, but not measured.
cc: Mr. Larry Davis - City of Coppelt A/~C~
Mr. Bob Barbarisi - Natgun Corporation
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
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reports apply only to the sample tested and/or iespectnd, and are not necessarily indicative of the quantities of apparently identical or similar products.