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Freeport NIP(7.0)-LR030310 (2)8908 Ambassador Row Dallas, Texas 75247-4510 (214) 630-9745 (214) 630-9819 (fax) REPORT OF WATER INJECTION INSPECTION Client: Duke Realty Services, LP Attn: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Water Injection Inspection Report No.: 172222 Project No.: 037333 Date of Service: 03/06/2003 Report Date: 03/10/2003 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) was on site to perform Water Injection Inspection. The results are attached. Technician Time: Page 1 of 3 Technician: Larmy Gist Report Distribution: (1) Duke Realty Services, LP (1) Duke Realty Seawices, LP (1) City of Coppell Engineering Dept. (1) Pacheco Koch Consulting Engineers 6:30 a.m. - 4:30 p.m. (1) Engineering Analyst (1) City of Coppell Engineering Dept. 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 WATER INJECTION OBSERVATION Client: Duke Realty Services, LP Report No.: 172222 Project No.: 037333 Project: Freeport 10 Date of Service: 3/6/2003 500 Freeport Parkway Page 2 of 3 DESCRIPTION/EXPLANATION YES NO N/A · Specific ~lravity of lime was checked and found to be 1.14 and 1.17 N/A 2. Lime slurry was continuously a~litated N/A :~. Surfactant was added to each load x ~,. The iniection pressure was kept between 50 to 100 psi at point of iniection x 5. Intervals of 12" were achieved during injection process until refusal x 2. Total depth of iniection -- 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 iniected on this date 114,500 10. Location of iniection Building Pad C-3 Remarks: began 4th 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: 6:30 a.m. - 4:30 p.m. Technician: L. Gist LIMITATIONS: The test results presented heroin were prepared based upon the specific samples provided for testing. We assume no rosponslbility for variation in quality (composition, appearance, per[ormance, etc.) or any other feature of similar subject matter provided by parsons 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. .I RoneEng,neers 8908 Ambassador Row Dallas, Texas 75247-4510 (214) 630-9745 (214) 630-9819 (fax) REPORT OF WATER INJECTION INSPECTION Client: Duke Realty Services, LP Arm: Mr. Jeff Langston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Water Injection Inspection Report No.: 172124 Project No.: 037333 Date of Service: 03/05/2003 Report Date: 03/10/2003 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) was on site to perform Water Injection Inspection. The results are attached. Technician ~ime: 6:30 a.m. - 4:30 p.m. Page 1 of 3 Technician: Larmy Gist Report Distribution: (1) Duke Really Services, LP (1} Duke Really Secv/ces, LP (1) City of Coppell Engineering Dept. (1) Pacheco Koch Consulting Engineers (1) Engineering Analyst (1) City of Coppell Engineering Dept. 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 &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 flail without the written approval of Rone Engineers, Ltd. 99DD Pa~e 1 of 1 LI M E/WATE R INJECTION OBSERVATION Client: Duke Realty Services, LP Report No.: 172124 Project No,: 037333 Project: Freeport 10 Date of Service: 3/5/2003 500 Freeport Parkway Page 2 of 3 DESC RIPTION/EXP LANATION YES N O 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 iniection process until refusal x 6. Total depth of iniection -- 10 feet X 7. Max. spacin~l of injection probes was recorded to be 5 ft. X 8. Free lime on surface N/A 9. Square feet iniected on this date 216,000 10. Location of injection Building pad 2-B Remarks: completed 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: 6:30 a.m. - 4:30 p.m. Technician: L. Gist LIMITA-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, 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. RoneEn ' 8908 Ambassador Row Dallas, Texas 75247-4510 (214) 650-9745 (214) 630-9819 (fax) REPORT OF WATER INJECTION INSPECTION CHent: Duke Realty Services, LP Arm: Mr. JeffLangston 5495 Belt Line Road, Suite 360 Dallas TX 75254 Project: Freeport 10 500 Freeport Parkway Coppell, TX Services: Water Injection Inspection Report No.: 172057 Project No.: 037333 Date of Service: 03/04/2003 Report Date: 03/10/2003 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) was on site to perform Water Injection Inspection. The results are attached. Technician Time: 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 6:30 a.m. - 5:00 p.m. (1) Engineering Analyst (1) City of Coppell Engineering Dept. 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 PaRe 1 of 1 WATER INJECTION OBSERVATION Client: Duke Realty Services, LP Report No.: 172057 Project No.: 037333 Project: Freeport 10 Date of Service: 3/4/2003 500 Freeport Parkway Page 2 of 3 DESCRIPTION/EXPLANATION YES NO N/A · Specific gravib/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 ~,. The iniection pressure was kept bet~veen 50 to 100 psi at point of injection x 5. Intervals of 12" were achieved during iniection process until refusal X 3. Total depth of injection -- 10 feet X ?. Max. spacing of injection probes was recorded to be 5 ft. x 3. Free lime on sur[ace N/A 9. Square feet injected on this date 149,000 10. Location of injection Building Pad 2-B Remarks: continued 4th pass, began 5th 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. - 5:00 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 wdtten approval of Rone Engineers, Inc.