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Minyard-LR 960927
GEOTECHh. ICAL AND J~ R r--I U F:::l E~,.V'RONMEN~'AL CONSULTAi',.-$ REPORT OF PIER OBSERVATION Minyard's Fa¢iliD/Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 22 , P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 09-27-96 Coppell, Texas 75019 TECHNICIAN: B. Steadman Mr. Marion Pritchett CONTRACTOR: Facility Construction Management, Inc. 8-19-96 J J-2.4 24 54 17.9 17.9 KK-2.4 24 54 17.8 17.8 LL-2.4 24 54 19.0 19.0 M M-2.4 24 54 18.4 18.4 N N-2.4 24 54 17.7 17.7 PP-2.4 24 54 17.9 17.9 J J-3.7 24 48 17.9 17.9 J J-4.8 24 48 18.0 18.3 J J-5.9 24 48 17.9 17.9 J J-7.05 24 48 17.9 18.0 J J-8.05 24 48 18.0 18.0 KK-3.7 24 48 18.0 18.0 KK-4.8 24 48 17.9 17.9 KK-5.9 24 48 17.0 17.3 KK-7.05 24 48 18.1 18.3 KK-8.05 24 48 18.3 18.3 8-20-96 LL-8.05 24 48 17.6 17.9 LL-7.05 24 48 18.3 18.3 LL-5.9 24 48 17.8 17.8 LL-4.8 24 48 18.3 18.3 LL-3.7 24 48 15.7 15.7 M M-3.7 24 48 17.4 17.4 MM-4.8 24 48 17.1 17.1 MM-5.9 24 48 15.1 15.6 MM-7.05 24 48 17.0 17.3 MM-8.05 24 48 17.9 17.9 NN-8.05 24 48 17.5 17.5 N N-7.05 24 48 17.6 17.9 NN-5.9 24 48 18.0 18.0 NN-4.8 24 48 17.8 17.8 NN-3.7 24 48 18.2 18.2 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 08-20-96 PP-3.7 24 48 17.9 17.9 PP-4.8 24 48 18.0 18.0 PP-5.9 24 48 17.9 17.9 PP-7.05 24 48 17.7 18.0 P P-8.05 24 48 18.0 18.2 HH.2-8.1 30 66 17.8 17.8 HH.2-7.4 30 66 18.3 19.0 HH.2-6.1 30 66 18.0 18.0 8-21-96 HH.2-5.3 30 66 18.6 18.8 HH.2-5.1 30 66 18.2 18.4 HH.2-4.5 30 66 18.3 18.5 HH.2-4 30 66 18.3 18.5 HH.2-3.8 30 66 18.3 18.4 HH.2-3.01 30 66 18.2 18.4 H H.2-2.5 30 60 18.5 18.7 HH.2-2.02 30 66 18.0 18.0 HH.2-1.5 30 66 18.5 18.5 HH.2-7.6 30 66 18.1 18.2 HH.2-7.08 30 66 18.8 18.8 HH.2-7 30 66 18.9 (1) HH.2-1.2 30 66 19.7 19.7 HH.2-7.06 30 66 18.2 18.6 HH.2-6.3 30 66 18.6 18.7 HH.5-0.9 24 54 14.5 14.8 HH.7-0.9 24 54 14.8 15.3 HH.9-0.9 24 54 15.5 15.5 8-22-96 JJ.1-0.9 24 54 15.9 15.9 KK.2-0.9 24 54 16.0 16.3 JJ.2-0.9 24 54 15.7 15.7 KK.4-0.9 24 54 18.0 18.2 JJ.3-0.9 24 54 16.4 16.4 KK.5-0.9 24 54 17.6 18.0 KK-0.9 24 54 16.3 16.3 KK.7-0.9 24 54 17.2 17.4 LL.2-0.9 24 66 16.7 16.7 LL.4-0.9 24 54 16.2 16.7 LL.7-0.9 24 54 16.2 16.2 LL.9-0.9 24 54 16.5 16.7 MM.l-0.9 24 54 16.6 16.9 MM.3-0.9 24 54 17.2 17.9 MM.6-0.9 24 54 16.5 16.5 , MM.8-0.9 24 54 17.3 17.3 NN-0.9 24 66 17.0 17.0 NN.4-0.9 24 66 16.5 16.8 NN.5-0.9 24 54 16.5 16.8 NN.6-0.9 24 54 16.0 16.4 AL 08-22-96 PP-0.9 24 54 17.8 18.0 PP.1-0.9 24 54 18.0 18.0 PP.3-0.9 24 54 19.3 19.5 PP.5-0.9 24 54 19.2 19.9 ,. QQ-0.9 24 48 18.4 18.8 QQ-1.1 24 48 17.6 17.8 8-23-96 HH.2-7 30 66 19.8 20.4 HH.2-6.01 30 66 19.6 19.8 HH.2-5.2 30 66 18.9 19.9 HH.2-4.9 30 66 22.0 22.0 HH.2-4.3 30 66 19.2 19.2 HH.2-3.1 30 66 18.2 18.3 H H.2-2.6 30 66 18.6 18.6 H H.2-2.03 30 60 18.0 18.0 HH.2-1.9 30 66 19.0 19.0 HH.2-1.4 30 66 18.8 19.6 QQ-2.4 30 60 17.5 17.8 QQ-1.5 24 48 15.0 15.0 QQ-1.3 24 48 16.0 16.6 QQ-1.7 24 48 19.0 19.0 QQ-1.9 24 48 17.7 17.8 QQ-2.01 24 48 18.0 18.0 QQ-2.6 24 48 18.9 18.9 QQ-4.0 24 48 17.6 17.6 QQ-4.3 24 48 18.4 18.4 QQ-4.5 24 48 18.2 19.6 QQ-4.9 24 48 20.0 20.6 Footnote: (1) Bell could not be constructed, due to existing pier. Pier will be relocated at a later date. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Mr. Dirk Harrison ,~ City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E. KEA/ysh