Coppell Industrial-LR010507 GEO-EC. NNICAL AND J~i J==J i'-1 I I J~
ENVIRONMENTAL CONSULTANTS
REPORT OF WATER INJECTION OBSERVATION
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 46
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIANS: K. Blaylock &
A'I'TN: Mr. Kerry Burden C. Johnson
PAGE: 1 of 1
On this date a representative of Reed Engineering Group, Inc. observed water injection
operations on the referenced project. The injection operations proceeded in accordance
with project specifications unless otherwise noted.
Specification
Injection Depth Injection Spacing Injection Pressure Injection Intervals
(ft) (ft) (psi) (in)
10 5 100-200 12-18
Equipment
Number of Number of Probes Length of Probes Probe Spacing
Rigs (ea) (ft) (ft)
6 4 11.5 5
I Date Area Injected (sq ft) Average Pressure (psi) Pass No. I
I
04-12-01 50,000 150 2
I
Surfactant added at regular intervals: Yes
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt BW/mm
(1) Haynes Whayley Associates Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
~.424 STUTZ DP,. · SUITE 400 · DALLAS. TX 75).]5 · -:L [~.14] 350 5600 · =AX [).1-~] 350 0019
,~' GEOTECHNICAL AND G I~ I'1 I I p
EN¥IRON.~EN-aL CONSUL-ANTS
REPORT OF FIELD DENSITY TESTS
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 45
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 TECHNICIAN: M. Silva
A-I-I-N: Mr. Kerry Burden PAGE: 1 of 1
CONTRACTOR: C.D. Henderson, Inc.
Proctor ASTM OptimumI Maximum
No. Standard Description Moisture, %1 Density, PCF
1 D-698 Dark brown clay 23.5 91.5
2 D-698 Brown & light brown clay 23.0 94.0
3 D-698 Brown and tan clay 17.0 106.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
308 04-12-01 Paving: 125'N~ 130'E(1) 0.0 100.9 19.8 3 95.1
309 Paving: 220'N, 115'E(1) 0.0 101.3 19.3 3 95.5
310 Paving: 330'N, 115'E(1) 0.0 102.2 18.6 3 96.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. corner of building.
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ Ronald F. Reed, P.E.
Mr. David Meinhardt BW/mm
(1) Haynes Whayley Associates, Inc./
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 StUtZ DR. · SUITE 400 · DALLAS, TX 75235 · T--~ [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICALAND i J~ R r--I I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 55
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 SAMPLE DATE: 04-25-01
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
6 Brown clay (lime-treated) ASTM D-698 19.5 99.0
100.0
~ 99.0
97.0
.- 96.0
~ 95.0
~., 94.0
~ 93.0
· "~92.0
~ 91.0
90.0
15.5 17.5 19.5 21.5 23.5 25.5 27.5
Moisture Content (%)
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt JFP/cdl
(1) Haynes Whayley Associates, Inc/
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND J~i F=J I'-I LJ ~
ENVIRONP1ENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 54
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 SAMPLE DATE: 04-25-01
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Light brown clay (lime-
5 treated) ASTM D-698 18.5 99.0
00.0 ,
99.0
98.0 / ~
97.0
96.0
95.0 / ~
94.0
12.5 14.5 16.5 18.5 20.5 22.5 24.5
Moisture Content (%)
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt JFP/cdl
(1) Haynes Whayley Associates, Inc/
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of CoppeII/Mr. Lee Stone
:Z't2~, STUTZ DR,. · SUITE 400 · DALLAS. TX 75:235 · TEL [214] 350 5600 · FAX [214] 350 0019
GI:OTECHNICALAND i J~ R !~1 I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 53 (Revised)
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 SAMPLE DATE: 04-21-01
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Dark brown clay (lime-
4 treated) ASTM D-698 18.5 100.5
101.0 ~
400.0 / ,
gg.0
98.0
97.0
96.0 /
95.0
94.0
12.5 14.5 16.5 18.5 20.5 22.5 24.5
Moisture Content (%)
Note: Revised to reflect correct sample date.
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt JFP/cdl
(1) Haynes Whayley Associates, Inc/
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · T--:- [214] 350 5600 · ~AX [214] 350 0019
REED I El--II~i I I--IE E RIl--I[~i
GEOTECHNICALAND ! G R I-=1 I I ~
ENVIEONHENTAL CONSULTANTS ;
REPORT OF LABORATORY COMPACTION TEST
TradePoint One
Bethel Road and Royal Lane
Coppell, Texas
REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 53
c/o Champion Partners, Ltd. REPORT DATE: 05-07-01
15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394
Addison, Texas 75001 SAMPLE DATE: 04-20-0'1
ATTN: Mr. Kerry Burden
CONTRACTOR: C.D. Henderson, Inc.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Dark brown clay (lime-
4 treated) ASTM D-698 18.5 100.5
98.0
97.0
96.0
95.0
94.0
12.5 14.5 16.5 18.5 20.5 22.5 24.5
Moisture Content (%)
Mail Submitted by:
Distribution: (1) Champion Partners, Ltd./
Mr. Kerry Burden REED ENGINEERING GROUP, INC.
(1) C.D.Henderson, Inc./
Mr. Jason Nunley Original Signed By
(1) AECC, Inc./Mr. Fran Carter
(1) Meinhardt & Quintana/ James F. Phipps, P.E.
Mr. David Meinhardt JFP/cdl
(1) Haynes Whayley Associates, Inc/
Mr. Kent Penrod
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR, * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019