Freeport NIP(7.9)-LR020627REPORTED
REPORT OF WATER INJECTION OBSERVATION
ULINE FACILITY
FREEPORT PARKWAY
COPPELL, TEXAS
Duke Realty Corporation
5495 Beltline Road, Suite 360
Dallas, Texas 5254
ATTN: Ike Cox
CONTRACTOR: Duke Construction
R EEL] E I I GIrIEERIr
n G
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 8
REPORT DATE: 06 -27 -02
REG PROJECT NO. 9056
TECHNICIAN: F. Steadman
PAGE: 1 of 1
On these dates 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
(ft)
Injection Spacing
(ft)
Injection Pressure
(psi)
Injection Intervals
(in)
10
5
100 -200
12 -18
Equipment
Number of
Rigs
Number of Probes
(ea)
Length of Probes
(ft)
Probe Spacing
(ft)
2
4
12
5
Date 1
Area Injected (sq ft) 1 Average Pressure (psi) 1
Pass No.
06 -05 -02
06 -06 -02
36,800
19,800
225
225
3
3
Surfactant added at regular intervals: Yes
Mail
Distribution: (1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
14 0 0
L
2424 STUTZ DR
SUITE 400 DALLAS, TX 75235
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cn
TEL [214] 350 5600 FAX [214] 350 0019
GF3C1 LJ
REPORTED T
CONTRACTOR: Duke Construction
REPORT OF FIELD DENSITY TESTS
Uline Facility
Freeport Parkway
Coppell, Texas
Duke Realty Corporation
5495 Beltline Road, Suite 360
alias, Texas 75254
ATTN: Mr. Mike Cox
Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1
D -698
Dark brown clay
2 D-698 Dark brown clay w /yellowish brown sand
19.0
15.0
103.0
111.0
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Lev
14 06 -06 -02 Bldg Pad 2: 140'N, 10'E(1)
15 Bldg Pad 2: 120'N, 20'E(1)
16 Bldg Pad 2: 100'N, 30'E(1)
17 Bldg Pad 2: 80'N, 35'E(1)
18 Bldg Pad 2: 70'N, 25'E(1)
19 Bldg Pad 2: 50'N, 10'E(1)
20 Bldg Pad 2: 40'N, 35'E(1)
21 Bldg Pad 2: 10'N, 5'E(1)
7.0
5.0
3.0
7.0
5.0
3.0
6.0
4.0
101.4
99.8
100.9
99.6
100.2
100.8
98.8
100.0
22.8
23.3
22.9
22.1
21.8
22.6
23.7
23.1
2
2
2
2
2
2
2
2
97.5
96.0
97.1
95.8
96.4
97.0
95.0
96.2
Comments: Where tested, materials were in compliance with project.
Footnote: (1) Measurements referenced from S.W. corner of Building 2.
Mail Submitted by:
Distribution:
(1) Duke Realty Corporation/
Mr. Mike Cox
(1) Duke Realty Corporation/
Mr. Jeff Langston
(1) Pacheco Koch Consulting/
Mr. Jack Evans
(1) Haris Engineering, Inc./
Mr. Ali Haris
(1) Horn Chandler- Thomas, Inc./
Ms. Diane Coulson
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
Original Signed By
Keith E. Atkins
Manager, CMT
KEA/cn
Fitc
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 9
REPORT DATE: 06 -27 -02
REG PROJECT NO. 9056
TECHNICIAN: P. Butler
PAGE: 1 of 1
REED ENGINEERING GROUP, INC.
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REED I Er'1GIf
GROUP