Duke Lesley 1A-LR070830
Rone Engineering
...
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Water Injection Inspection
Report No.: 297056
Project No.: 0713408
Date of Service: 08/28/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Water Injection Observation
Report of Inspection
Description I Explanation
1. Specific gravity of lime was checked and found to be between 1.14 and 1.17
2. Lime slurry was continuously agitated
3. Surfactant was added to each load
4. The injection pressure was kept between 50 to 100 psi at point of injection
5. Intervals of 12" were achieved during injection process until refusal
6. Total depth of injection - 12'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date (Injected on 1 st, 2nd, 3rd and 4th passes.)
10. Location of injection
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
129,600 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Donald Patterson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppel! Altn: Mr. Lee Stone
Started: 06:45am Finished: 04:45pm Rone Engineering
,~~
K. Scott Watson, AET
Project 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, 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 Engineering Services, Ltd.
(TM/LB) Page 1 of 1
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Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Water Injection Inspection
Report No.: 296093
Project No.: 0713408
Date of Service: 08/18/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Water Injection Observation
Report of Inspection
Description I Explanation
1. Specific gravity of lime was checked and found to be between 1.14 and 1.17
2. Lime slurry was continuously agitated
3. Surfactant was added to each load
4. The injection pressure was kept between 50 to 100 psi at point of injection
5. Intervals of 12" were achieved during injection process until refusal
6. Total depth of injection - 12'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date (Injected on 1 st pass.)
10. Location of injection
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
60.000 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Note: 2 rigs not running, not enough water pressure, water hydrant more than 1000' away.
Technician: Donald Patterson
Report Distribution:
Orig: Duke Construction, LP (Dallas. TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 06:15am
Finished:
01:30pm R n E
~2~
K. Scott Watson, AET
Project Manager
LIMIT A TIONS: 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, 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 Engineering Services, Ltd.
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Rone Engineering
,.,
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Water Injection Inspection
Report No.: 296119
Project No.: 0713408
Date of Service: 08/20/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Water Injection Observation
Report of Inspection
Description / Explanation
1, Specific gravity of lime was checked and found to be between 1.14 and 1.17
2. Lime slurry was continuously agitated
3. Surfactant was added to each load
4. The injection pressure was kept between 50 to 100 psi at point of injection
5. Intervals of 12" were achieved during injection process until refusal
6. Total depth of injection - 12'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date (Injected on 1 st and 2nd passes.)
10. Location of injection
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
138,000 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Donald Patterson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 06:45am
Finished:
0515~;;a ~
K. Scott Watson, AET
Project 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, 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 Engineering Services, Ltd.
(TM/LB) Page 1 of 1
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Rone Engineering
n.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Water Injection Inspection
Report No.: 296536
Project No.: 0713408
Date of Service: 08/23/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Water Injection Observation
Report of Inspection
Description I Explanation
1. Specific gravity of lime was checked and found to be between 1 .14 and 1.17
2. Lime slurry was continuously agitated
3. Surfactant was added to each load
4. The injection pressure was kept between 50 to 100 psi at point of injection
5. Intervals of 12" were achieved during injection process until refusal
6. Total depth of injection - 12'
7. Max. spacing of injection probes was recorded to be 5-
8 Free water on surface
9. Square feet injected on this date (Injected on 2nd, 3rd and 4th passes.)
10. Location of injection
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
198,000 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Donald Patterson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 06:15am Finished: 05:15pm Rone Engineering
p~.~
K. Scott Watson, AET
Project Manager
LIMIT A TIONS: 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, 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 Engineering Services. Ltd.
(TM/LB) Page 1 of 1
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Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Daily Activities
Report No.: 295790
Project No.: 0713408
Date of Service: 08/16/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Daily Activities
Report of Activities
On this date, a Rone Engineering Services, Ltd. representative(s) arrived on site as scheduled to perform Water
Injection Observation. Activities did not begin until 12:45pm. Please see report #295789 for locations and test results.
Technician: Cedric Derrett
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 10:00am Finished: 04:30pm Rone Engineering
~~~
K. Scott Watson, AET
Project 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. 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 Engineering Services, Ltd.
(TM/LB) Page 1 of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Water Injection Inspection
Report No.: 295922
Project No.: 0713408
Date of Service: 08/17/2007
Report Date: 08/30/2007
Project: Point West VI
Coppell, Texas
Services: Water Injection Observation
Report of Inspection
Description I Explanation
1. Specific gravity of lime was checked and found to be between 1.14 and 1.17
2. Lime slurry was continuously agitated
3. Surfactant was added to each load
4. The injection pressure was kept between 50 to 100 psi at point of injection
5. Intervals of 12" were achieved during injection process until refusal
6. Total depth of injection - 12'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date (Injected on 1 st and 4th passes.)
10. Location of injection
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
152,000 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Donald Pallerson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Alln: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 06: 15am
Finished:
~30~;ij. ~
K. Scott Watson, AET
Project 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. 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 Engineering Services, Ltd.
(TM/LB) Page 1 of 1
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