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Freeport NIP(2.5)-LR 980425 E:ID j E~I--II~IrlIE:IE:I=III--IID GEOTECHNICAL AND EN¥1P, ONHENTAL CONSULTANTS REPORT OF PIER OBSERVATION Northpoint Distribution Center Royal Lane at Northpoint Drive Coppell, Texas REPORTED TO: Myers & Crow Company, Ltd. REPORT NO. 44 3811 Turtle Creek Boulevard REPORT DATE: 04-25-98 Suite 730 REG PROJECT NO. 4115 Dallas, Texas 75219 TECHNICIAN: B. Pitts ATTN: Mr. Richard Crow PAGE: 1 of 3 CONTRACTOR: McFadden & Miller 04-08-98 A-23 24 72 15.5 16.1 A-22.5 24 66 15.2 15.9 A-22 24 72 15.1 15.2 A-21.5 24 66 14.6 15.2 A-21 24 72 15.4 15.7 A-20.5 24 66 15.3 15.5 A-20 24 72 15.5 15.6 A-19.5 24 66 15.6 15.6 A-19 24 72 15.4 15.5 A-18.5 24 66 16.0 16.0 A-18 24 72 15.6 15.6 A-17.5 24 66 15.5 15.5 A-17 24 72 15.6 15.6 A-16.5 24 66 16.0 16.0 A-13.5 24 66 15.3 15.3 A-23.5 24 66 16.4 17.0 A-24 24 72 15.3 15.7 A-24.5 24 66 15.4 16.0 A-25 24 72 16.3 18.0 A-25.5 24 66 15.5 15.9 A.5-26 24 60 15.3 15.3 B-26 24 60 15.4 15.4 B.5-25 24 60 15.6 15.6 C-26 24 60 15.7 15.9 C.5-26 24 60 15.5 15.6 04-09-98 G-18.4 24 60 15.7 16.5 G-18.7 24 60 15.6 15.9 G-19 24 66 15.6 17.0 G-19.6 24 66 15.9 18.1 G-20 24 66 15.8 17.1 G-20.4 24 60 15.6 17.4 G-20.7 24 60 15.8 18.4 G-21 24 66 15.2 15.4 G-21.6 24 66 15.1 15.4 G-22 24 66 15.6 15.6 2424 STUTZ DR. · SUITE~,00 · DALLAS, TX75235 · TEL [214] ~IS0 5600 · FAX[214]~IS000Ic) REPORT NO. 44 REPORT DATE: 04-25-98 REG PROJECT NO. 4115 PAGE: 2 of 3 04-13-98 G-23 24 66 12.9 14.0 G-22.7 24 60 12.1 12.3 G-22.3 24 60 11.7 11.8 G-18 24 66 12.0 12.0 G-17.5 24 66 12.2 12.2 G-17 24 66 12.8 12.9 G-16.7 24 60 11.6 11.7 G-16.3 24 60 12.3 12.3 G-16 24 66 12.6 12.6 G-15.6 24 66 12.2 12.2 G-15 24 66 12.8 13.0 G-14.7 24 60 12.8 12.8 G-14.3 24 60 12.0 12.5 G-14 24 66 12.4 13.0 G-13.6 24 66 12.5 13.0 G-12.7 24 60 13.0 13.1 G-12.3 24 60 12.5 12.5 G-12 24 66 13.2 13.2 G-11.6 24 66 13.0 13.2 G-11 24 66 13.0 13.0 G-10.7 24 60 12.0 12.0 G-10.3 24 60 13.0 13.2 G-10 24 66 13.0 14.0 G-9.6 24 66 13.0 14.2 G-9 24 66 12.4 13.8 G-8.7 24 60 13.3 13.5 04-14-98 G-2.7 24 66 11.3 11.3 G-3 24 72 12.6 12.6 G-3.6 24 66 12.6 12.6 G-4 24 66 13.0 13.0 G--4.3 24 60 12.4 12.5 G-4.7 24 60 12.3 12.3 G-5 24 66 12.6 12.6 G-5.6 24 66 13.2 13.2 G-6 24 66 13.0 13.1 G-6.3 24 60 12.9 12.9 G-6.7 24 60 12.5 12.5 G-7 24 66 12.9 12.9 G-7.6 24 66 13.5 13.5 G-8 24 66 12.8 12.8 G-8.3 24 60 13.5 13.5 04-15-98 F.3-26 30 60 15.0 15.0 F-26 30 60 13.0 13.0 A-26 * 24 60 15.0 15.0 C.5-1 24 60 13.0 13.0 REPORT NO. 44 REPORT DATE: 04-25-98 REG PROJECT NO. 4115 PAGE: 3 of 3 04-15-98 D-1 24 60 12.4 12.4 D.5-1 24 60 12.5 12.5 E-1 24 66 13.0 13.1 E.7-1 24 66 12.8 12.8 F-1 30 60 12.8 12.8 F.4-1 30 60 12.8 12.8 G-1 30 60 13.0 13.0 G-1.8 30 60 12.7 12.7 G-2.2 30 60 13.2 13.2 G-2.6 24 66 14.1 14.1 G-24.9 30 60 12.6 12.6 G-25.3 30 60 13.0 13.0 G-26 30 60 12.4 12.4 04-16-98 E.8-26 24 66 12.9 12.9 E-26 24 66 12.5 12.5 D.5-26 24 60 12.3 12.3 D-26 24 60 12.5 12.5 G-13 24 66 12.4 12.7 G-23.6 24 66 12.0 12.3 G-24 24 66 12.5 12.5 G-24.3 24 60 13.0 13.0 G-24.6 24 60 13.0 13.0 * Pier drilled 30" diameter instead of the required 24" at option of contractor. Distribution: (4) Myers & Crow Company, Ltd./ Submitted by: Mr. Richard Crow (1) AECC, Inc./Mr. Andy Brundige REED ENGINEERING GROUP, INC. (1) Dockery Engineering/ Mr. Bill Wray Original Signed By (1) McFadden & Miller/ Mr. Jon Jacobson Ronald F. Reed, P.E. (1) Pritchard Associates/ AE/sa Mr. Jim Pritchard (1) O'Brien & Associates/ Mr. Mick Granlund