Freeport NIP(7.0)-LR030304RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Page 1 of 3
rt Parkway
Coppell, TX
Water Injection Inspection
Technician Time: 6:30 a.m. 4:30 p.m.
Technician: Eric Goodwin
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
REPORT OF WATER INJECTION INSPECTION
3' 7'
(1) Engineering Analyst
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was
Water Injection Inspection. The results are attached.
Report No.:
Project No.:
Date of Service:
Report Date:
on site to perform
K. Scott Watson
CMT Operations Manager
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
171188
037333
02/27/2003
03/04/2003
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Page 1 of 1
DESCRIPTION /EXPLANATION
YES
NO
N/A
1. Specific gravity of lime was checked and found to be 1.14 and 1.17
N/A
2. Lime slurry was continuously agitated
N/A
3. Surfactant was added to each load
x
4. The injection pressure was kept between 50 to 100 psi at point of injection
X
5. Intervals of 12" were achieved during injection process until refusal
X
6. Total depth of injection 10 feet
x
7. Max. spacing of injection probes was recorded to be 5 ft.
X
8. Free lime on surface
N/A
9. Square feet injected on this date 119,000
10. Location of injection Building pad 1 -A
Client: Duke Realty Services, LP
Project: Freeport 10
500 Freeport Parkway
Remarks: 5th pass of injection process
Time:
Technician:
WATER
INJECTION OBSERVATION
Report No.: 171188
Project No.: 037333
Date of Service: 2/27/2003
Page 2 of 3
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
6:30 a.m. 4:30 p.m.
Eric Goodwin
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we
have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without
the written approval of Rone Engineers, Inc.
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RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
Technician Time: 6:30 a.m. 3:00 p.m.
Page 1 of 3
Technician. Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
Report of Inspection
Report No.:
Project No.:
Date of Service:
Report Date:
+.i'
lea
K. Scott Watson
CMT Operations Manager
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630 -9745
(214) 630 -9819 (fax)
REPORT OF WATER INJECTION INSPECTION
171171
037333
02/24/2003
03/04/2003
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Page 1 of 1
Client: Duke Realty Services, LP
Project: Freeport 10
Remarks: continued 4th pass 1 -A and 5th in 1 -A
Time:
Technician:
500 Freeport Parkway
WATER
INJECTION OBSERVATION
Report No.: 171171
Project No.: 037333
Date of Service: 2/24/2003
Page 2 of 3
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
6:30 a.m. 3:00 p.m.
L. Gist
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we
have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without
the written approval of Rone Engineers, Inc.
DESCRIPTION /EXPLANATION
YES
NO
N/A
1. Specific gravity of lime was checked and found to be 1.14 and 1.17
N/A
2. Lime slurry was continuously agitated
N/A
3. Surfactant was added to each load
X
4. The injection pressure was kept between 50 to 100 psi at point of injection
X
5. Intervals of 12" were achieved during injection process until refusal
X
6. Total depth of injection 10 feet
X
7. Max. spacing of injection probes was recorded to be 5 ft.
X
8. Free lime on surface
N/A
9. Square feet injected on this date 80,500
10. Location of injection Building pad 1 -A
Client: Duke Realty Services, LP
Project: Freeport 10
Remarks: continued 4th pass 1 -A and 5th in 1 -A
Time:
Technician:
500 Freeport Parkway
WATER
INJECTION OBSERVATION
Report No.: 171171
Project No.: 037333
Date of Service: 2/24/2003
Page 2 of 3
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
6:30 a.m. 3:00 p.m.
L. Gist
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we
have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without
the written approval of Rone Engineers, Inc.
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RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
Technician Time: 6:30 a.m. 4:30 p.m.
Page 1 of 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(I) Pacheco Koch Consulting Engineers
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630-9745
(214) 630 -9819 (fax)
REPORT OF WATER INJECTION INSPECTION
(1) Engineering Analyst
Report of Inspection
Report No.:
Project No.:
Date of Service:
Report Date:
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
171197
037333
02/28/2003
03/04/2003
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Page 1 of 1
DESCRIPTION /EXPLANATION
YES
NO
N/A
1. Specific gravity of lime was checked and found to be 1.14 and 1.17
N/A
2. Lime slurry was continuously agitated
N/A
3. Surfactant was added to each load
x
4. The injection pressure was kept between 50 to 100 psi at point of injection
X
5. Intervals of 12" were achieved during injection process until refusal
X
6. Total depth of injection 10 feet
X
7. Max. spacing of injection probes was recorded to be 5 ft.
x
8. Free lime on surface
N/A
9. Square feet injected on this date 161,000
10. Location of injection Building pad 1 -A
Client: Duke Realty Services, LP
Project: Freeport 10
500 Freeport Parkway
WATER
INJECTION OBSERVATION
Report No.: 171197
Project No.: 037333
Date of Service: 2/28/2003
Page 2 of 3
Remarks: continued 5th and 6th pass
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
Time:
Technician:
6:30 a.m. 4:30 p.m.
L. Gist
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we
have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without
the written approval of Rone Engineers, Inc.
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RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Water Injection Inspection. The results are attached.
Technician Time: 6:30 a.m. 1:00 p.m.
Page 1 of 3
Freeport 10
500 Freeport Parkway
Coppell, TX
Water Injection Inspection
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
REPORT OF WATER INJECTION INSPECTION
(1) Engineering Analyst
Report of Inspection
Report No.:
Project No.:
Date of Service:
Report Date:
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630-9745
(214) 630 -9819 (fax)
172000
037333
03/01/2003
03/04/2003
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
99DD Paae 1 of 1
DESCRIPTION /EXPLANATION
YES
NO
N/A
1. Specific gravity of lime was checked and found to be 1.14 and 1.17
N/A
2. Lime slurry was continuously agitated
N/A
3. Surfactant was added to each load
x
4. The injection pressure was kept between 50 to 100 psi at point of injection
X
5. Intervals of 12" were achieved during injection process until refusal
x
6. Total depth of injection 10 feet
X
7. Max. spacing of injection probes was recorded to be 5 ft.
x
8. Free lime on surface
N/A
9. Square feet injected on this date 107,650
10. Location of injection Building pad 1 -A
Client: Duke Realty Services, LP
Project: Freeport 10
500 Freeport Parkway
WATER
INJECTION OBSERVATION
Report No.: 172000
Project No.: 037333
Date of Service: 3/1/2003
Page 2 of 3
Remarks: completed 5th and 6th pass of water
See attached for sketch of injected area, pass number for each area, dimension of injection area, and amount of lime
used on this date.
Time:
Technician:
6:30 a.m. 1:00 p.m.
L. Gist
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we
have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without
the written approval of Rone Engineers, Inc.
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