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Eckerd's-LR 990329 (2) G · GEOTECHNICAL ENGINEI::I<ING E GEE Consultants, Inc. E · CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-'6972 PIER INSPECTION REPORT Report Date: March 29, 1999 Inspection Date: March 24. 1999 Client: North American Properties-SW Pier Inspection Report No.: 2 Project: Eckerds - Coppell Page Number: Page 1 of 1 Identification: Belled Piers Project Number: 298-0412 Method of Test: Visual Pier Shaft Bell Total Bearing Casing ~ Size Size Depth Material Depth Remarks 13A * 24" 48" 9'4" Brown Sandy Clay N/A Clean Dr3.,. Plumb 13A 24" 48" 9'4" Brown Sandy Clay N/A Clean. Dr)..'. Plumb 13A 24" 48" 9'4" Brown Sandy Clay N/A Clean. Dry. Plumb 13A :'~ 24" 48" 9'4" Brown Sandy Clay N/A Clean. DD,. Plumb 13 B 32" 48" 9'4" Brown Sandy Clav N;A Clean DD:. Plumb Sign ........ 18" 48" 9'8" Gray Sandy Clay NiA Clean Dry. P!utnb Sign ...... [8" 48" 9'10" Gray Sandy Clay N,'A Clean Dr).,. Plumb · Closest to Parkway Road "~ Closest to Town Center Road · ** Nearesst Denton Tap Road · *~'* Nearest to Eckerd's Building cc: Mr. John Maggiore - North American Properties-SW Mr Lance Lilly - Richmond Group Architecture & Planning Mr. Gary Stokes - C.A. Walker Construcuon Mr Lee Stone - Citx' of Coppell Mr. La rry Davis- ~ity o f Coppell ~t~.~,.~