Kountry Donuts-LR080604
Rune E"S==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Sle 600, Houston, TX 77040
4421 Freidrlch, Sle 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
Report of Water Injection Inspection
Report No.: 321985
Project No.: 0814449
Date of Service: OS/21/2008
Report Date: 06/04/2008
Project: Kountry Donuts
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 - 10'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date
10. Location of injection - Country Donuts building
NA
NA
Yes
Yes
Yes
Yes
Yes
Yes
1,400 sq. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Brad Hickman
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Attn: Mr. Gary Dry
1-ec City of Coppell Attn: Mr. Larry Davis
1-ec City of Coppell Attn: Mr. Lee Stone
Started: 10:15am Finished: 04:30pm
Rone Engineering
~ '0. U '"\
Gary Dry SET
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/GD) Page 1 of 1
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Rone Enl~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
Report of Water Injection Inspection
Report No.: 322125
Project No.: 0814449
Date of Service: OS/22/2008
Report Date: 06/04/2008
Project: Kountry Donuts
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 - 10'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date
10. Location of injection - Kountry Donuts building
NA
-~~~~-
NA
Yes
Yes
Yes
Yes
. _.--'t'~.~
Yes
1,400 SQ. ft.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Brad Hickman
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Attn: Mr. Gary Dry
1-ec City of Coppel! Attn: Mr. Larry Davis
1-ec City of Coppell Attn: Mr. Lee Stone
Started: 07:15am Finished: 04:00pm
Rone Engineering
~~. u,
Gary Dry SET
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/GD) Page 1 of 1
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Rone En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Mrs. Shawna Kim
1403 Savoy Ct
Colleyville, TX 76034
Report of Water Injection Inspection
Report No.: 322288
Project No.: 0814449
Date of Service: OS/23/2008
Report Date' 7008
Project: Kountry Donuts
Coppell, Texas
Services: Water Injection Observation
Report of Inspection ~~~
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Description I Explanation /-'P'~~v
1. Specific gravity of lime was checked and found to ~een 1.14 and 1.17
2':--l::im u was co y agl a e .
/
3. urfactant was ad e 0 each loa ~/
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 - 10'
7. Max. spacing of injection probes was recorded to be 5'
8. Free water on surface
9. Square feet injected on this date
10. Location of injection - Kounty Donuts Building
NA
-------
NA
Yes
Yes
Yes
Yes
Yes
y~
(400 :.
Remarks: See attached for sketch of injected area, pass number for each area, and dimension of injection area.
Technician: Brad Hickman
Report Distribution:
Orig: Mrs. Shawna Kim (Colleyville, TX) (1-cc copy)
1-ec Cooper General Contractors Attn: Mr. Bill Cawley
1-ec Rone Project Manager Attn: Mr. Gary Dry
1-ec City of Coppell Attn: Mr. Larry Davis
1-ec City of Coppell Attn: Mr. Lee Stone
Started: 06:45am Finished: 03:30pm
Rone Engineering
~~. u,
Gary Dry SET
Project Manager
LIMITATIONS: The lest 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.
(GO/GO) Page 1 of 1
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