Amberpoint BP-LR020126WATER INJECTION OBSERVATION
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ENGINEERING, INC.
8901 Caryenta Freeway, Swte 100
Dallas, Tenn ]Si4]
Date of Service: 01/26/02
Client No.: 3181
Client: Transwestern Commercial Services
5001 Spring Valley Rd., Suite 600 W
Dallas, TX 75244
Location: Building Pad
Procedure:
Pass No.:
1st No. of Probes: 4 Probe Length: 10 feet
O BSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
In ection ressure 50 to 200 si at manifold. X
Iri ection downward in 18 inch intervals. X
Total de th of injection was 10 feet. X
S acin of iri ection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Technician: S. LOng
Report Distribution:
(1) Transwcstem Commercial Services
(1)O'Drien & Associates, Inc.
(1) TechniSWClures, Inc.
(1) City of Coppell -Constr. Insp.
(1) City of Coppell -Bldg Insp.
(1) Hill & Wilkinson, Ltd.
ll.Jl_. Engineering, Inc.
Eugene Harbour
Principal
Report No.: 94021029.0017
Project No.: 94021029
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk @Coppell
Coppell, Texas
General Contractor: Hill & Wilkinson
Injector: Jowell
On this date, a representative of HBC Engineering, Inc. observed the injection of water at this
site. During the injection process, the following observations were recorded.
9911W This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineer
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WATER INJECTION OBSERVATION
Errcm~RUSC, wc.
8901 Carpentu Freeway, Swte 100
Daliaz, Texas ]5]d]
Date of Service: 01/26/02 Report No.:
Client No.: 3181 Project No.:
Client: Transwestern Commercial Services Project:
5001 Spring Valley Rd., Suite 600 W
Dallas, TX 75244
Location: Building Pad General Contractor:
Injector:
Procedure:
Pass No.:
94021029.0016
94021029
Amberpoint Building No. 1
Amberpoint Bus. Pk @Coppell
Coppell, Texas
Hill & Wilkinson
Jowell
On this date, a representative of HBC Engineering, Inc. observed the injection of water at this
site. During the injection process, the following observations were recorded.
2nd No. of Probes: 4 Probe Length: 12 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
In-ection ressure 50 to 200 si at manifold. X
In-ection downward in 18 inch intervals. X
Total de th of is ection was 10 feet. X
S acin of iri ection was 5 feet maximum. X
In-ection to refusal at each location. X
Comments:
Tecbnician: S. Campbell
Report Distribution:
(]) Transwestem Commercial Services
(1) O'Brien & Associates, [nc.
(1)TechniSWCtures, Inc.
(I) City of Coppel I -Constr. Insp.
(1) City of Coppell - Hldg. Insp.
(1) IIiII & Wilkinson, Ltd.
Engineering, Inc.
Eugene Harbour
Principal
9911W This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of HBC Engineer
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