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Home My WebLink About08-8156 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 8156 BUILDING PERMIT Permit Number: 8156 • Address: 39119 PARK DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12-26-21-0030-00100-0090 Improv. Cost: 121,090.0O'° Date Issued: 8/08/2008 Name: LUCKEY, SHERMAN &ALISE Total Fees: 100.00 Address: 39119 PARK DR Amount Paid: 100.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/08/2008 Phone: (813)783-2322 Work Desc: STABILIZE FOUNDATION SINK HOLE GROUTING DRILLING EARTH TECH INC BUILDING FEE 100.00 FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording youitotice of commencement." cDNTR4CTO SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Madrid Engineering Group, Inc Grout Monitoring Report Luckey Residence, Zephyrhills, Florida Claim Number: 59-D180-216 111 V __ _ The Earth is Our Business :m Prepared for: Conrad Caringal and State Farm Florida Insurance Prepared by: MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863-533-9007 Project No. 6616 November 2008 CERTIFICATIONS Engineering Certification I hereby certify that I am a registered professional engineer in the state of Florida practicing with Madrid Engineering Group, Inc. under license number EB 0006509 issued by the Florida Department of Business and Professional Regulation and the Board of Professional Engineers. I certify that the grouting work performed at this residence was completed in accordance with the intent of our recommendations and in substantial accordance with our specifications. I, or others under my direct supervision, have prepared the geotechnical engineering evaluations, findings, opinions and conclusions represented in this report. Luckey Residence Claim No. 59-D180-216 Grout Monitoring Report MEG Project No. 6616 SIGNATURE: NAME: John E. Delashaw, P.E. LICENSE #: 48154 DATE: ( r/? c TABLE OF CONTENTS 1.0 INTRODUCTION ..................................................................................................2 2.0 FIELD ACTIVITIES...............................................................................................2 2.1 Grout Pipe Installation.......................................................................................2 2.2 Grout Injection...................................................................................................2 3.0 GROUT QUANTITIES AND PIPE INSTALLATION ..............................................3 4.0 RESULTS .............................................................................................................4 5.0 LIMITATIONS ......................................................................................................5 TABLE 1 - Casing Depths and Grout Quantities ............................................................5 FIGURES Figure 1 Site Location Map Figure 2 Grout Locations and Quantities APPENDICES Appendix A Grout Monitoring Logs Appendix B Grout Truck Logs CHARTS Chart 1 Grout Consumption (Pins 1 through 15) Chart 2 Grout Consumption (Pins 16 through 30) Chart 3 Grout Consumption (Pins 31 through 35) 1 1.0 INTRODUCTION This report summarizes the field activities associated with the subsurface pressure grouting program recently completed at the Luckey residence located at 39119 Park Drive, Zephyrhills, Florida (Figure 1). The grouting program, successfully completed by Earth Tech, Inc., was performed in accordance with the intent of the recommendations and in substantial accordance with the specifications prepared by Madrid Engineering Group, Inc. (MEG) in the remediation portion of the Subsidence Investigation Report (MEG No. 6020) issued in January 2008. The conclusions of this report stated: "It is MEG's opinion that ongoing karst or sinkhole activity is a potential cause of damage at the Luckey residence within a reasonable professional probability." A remediation program consisting of a combination of fill grouting and pressure grouting was recommended to fill any voids and compact any loose zones at depth. MEG was contracted by State Farm Florida Insurance to provide engineering supervision and monitoring of the grouting activities. As part of the grout monitoring activities, MEG: ➢ Completed an on-site pre-construction meeting with the geotechnical specialty contractor to convey the Engineer's project expectations, and review the technical specifications with the superintendent. ➢ Monitored on-site the grout injection in accordance with the Subsurface Grouting Specifications that were prepared by MEG specifically for this project. ➢ Documented the location and depth(s) of the grout injection points, estimated the quantity of grout injected at each grout point and prepared this report summarizing the monitoring activities. 2 Madrid Engineering Group, Inc. Luckey Residence Grout Monitoring MEG Project Number 6616 November 2008 2.0 FIELD ACTIVITIES 2.1 Grout Pipe Installation Earth Tech, Inc. utilized a drill rig to install grout pipes generally to bedrock and/or refusal conditions, subject to the written specifications of MEG. The grout pipe for 35 injection points was installed to an average depth of 73 feet below the ground surface (bgs), and ranged from a high of 30 to a low of 80 feet bgs. The pipes were 3- inch diameter flush joint, threaded, steel casings. All drill cuttings were removed for offsite disposal. The approximate locations of the injection points are shown in Figure 2. Some of the points were installed vertically, and some at an angle to inject beneath the house (denoted with an arrow on Figure 2). It is noted that grout point No. 19 was moved to the southwest corner of the carport and point Nos. 33, 34, and 35 were added to the remediation program as a result of high grout consumption at consecutive points on the north and south sides of the residence. Grout point No. 32 was added for additional grout coverage at the front of the carport. 2.2 Grout Injection A total of 568 Cubic Yards (CY) of grout was delivered by Earth Tech, Inc., in up to 10-cubic yard batches from their cement plant. The grout was a sand-cement mix with a target slump of approximately 3 inches plus or minus 1-inch at the pump. The slump at the point of injection below ground is estimated to be 2 to 3 inches. The grout was injected using a concrete pump fitted with an in-line pressure gauge to monitor injection pressure(s). The Contractor's superintendent determined whether adequate quantities of grout had been injected at depth based upon three conditions: 1. Rapid increase of grout pressure. 2. Uplift of the structure or ground near the structure as determined through continual monitoring using a survey level. 2 Madrid Engineering Group, Inc. Luckey Residence Grout Monitoring MEG Project Number 6616 November 2008 3. Excessive tension on "grout pipe as a result of constriction from the injected grout. This often results in grout flowing from the top of the pipe. 3.0 GROUT QUANTITIES AND PIPE INSTALLATION During the period from October 3, 2008, through October 23, 2008, approximately 559 CY of grout was injected into the 35 vertical and angled grout injection points around the perimeter of the Luckey residence as described in Section 2.2. Grout monitoring logs are included in Appendix A, grout truck logs are included in Appendix B, and a summary of grout point data is provided as Table 1. The quantities were recorded by an on-site MEG representative and indicate the quantity of grout injected at each depth interval. The grout takes for each injection point are also shown on Figure 2. Summary Charts 1, 2, and 3 have also been provided, which present a graphical representation of grout consumption with depth for each injection point. Up to 15 injection points per Chart are presented in numerical order. In general, the volume of grout injected varied from a high of 40.0 CY at grout point No. 7, to a low of 0.5 CY at point No. 34. Average grout intake per hole was approximately 16.0 CY. The total grout volume injected was 558.8 CY. As previously noted, several additional grout points were added to the program as a result of high consumption at adjacent points. New points were not between point Nos. 9, 10, and 11 because, as located in the field, the points were too close together to insert intermediate points. We remain confident that sufficient grout has been injected at these locations based upon the significant reduction in grout consumption that was recorded at these intermediate grout points that were added where spacing did permit (see point Nos. 33, 34, and 35). 3 Madrid Engineering Group, Inc. Luckey Residence Grout Monitoring MEG Project Number 6616 November 2008 4.0 RESULTS The grouting program described herein was completed satisfactorily and in accordance with the intent of the Engineer's recommendations and in substantial accordance with the project specifications. Madrid Engineering Group, Inc. monitored the grouting activities of the Contractor. It is noted that the total grout used for the remediation exceeded the Engineer's estimate by approximately 55 percent, indicating poorer subsurface conditions than were anticipated. This indicates that the subsurface condition encountered during the remediation was significantly worse than anticipated. We believe the injected pressure grout has generally stabilized the subsurface rock/soils and will result in very little, if any, further movement of the house. It should be noted that the grouting plan is intended to address and remediate the sinkhole activity as a possible contributing factor to cracking. As discussed under the conclusions section of our subsidence investigation report, there are several other potential contributing factors to the cracking; such as simply aging of the structure. These factors will remain after the remediation construction is complete and may still result in future cracking. This completes the recommended foundation remediation for this structure. The grout remediation involves injection of materials at high pressures below the ground surface that not only fills voids but also results in displacement and/or densification of the existing below grade soil materials. The injection of grout at very high pressures also causes the ground to move or shift near the surface which can introduce new stresses into the structure. Generally speaking, the soil and rock will typically have an initial movement during/immediately after grouting, and then there are residual stresses that are relieved more slowly over time. Because there is so much variability in the limestone and overlying soils, the residual pressures likely vary widely across a site, as does the time to relieve these pressures. After grout injection is complete and as the high pressures equilibrate over time, the various materials in both the ground and the structure will shift, reconfigure, and cure. During this process, there remains the opportunity for minor differential movements of the structure which can 4 Madrid Engineering Group, Inc. Luckey Residence Grout Monitoring MEG Project Number 6616 November 2008 result in additional minor cracking. In an effort to minimize the potential for performing cosmetic repairs repeatedly due to ongoing cracking related to this phenomenon, a "cure period" is often recommended prior to initiating cosmetic repairs; this cure period usually varies from about one to three months. MEG recommends a minimum of two months following completion of grout injection prior to initiating cosmetic repairs. Other repairs that are not subject to damage associated with minor differential settlements may be performed earlier at the discretion of the insurer. 5.0 LIMITATIONS The activities summarized herein are based on the observations and recordings made during the grouting activities. The actual grout quantities and pipe depths may be slightly different from those reported by the Contractor. This monitoring and summary report was completed in accordance with generally accepted standards of practice. No warranty by Madrid Engineering Group, Inc. as to the effectiveness of the subsurface grouting is intended, nor should any be inferred. TABLE 1 — Casing Depths and Grout Quantities e1;t.1Ug.TU Maximum Grout Grout Grout Date Casing Quantities Quantities Point No. Grouted Depth (ft) (cf) c 1 9-Oct 80 655 24.2 2 10-Oct 80 365 13.5 3 7-Oct 80 736 27.3 4 8-Oct 80 380 14.1 5 7-Oct 80 614 22.7 6 22-Oct 55 46 1.7 7 7-Oct 80 1080 40.0 8 22-Oct 57 106 3.9 9 3-Oct 80 1071 39.7 10 6-Oct 80 610 22.6 5 Madrid Engineering Group, Inc. Luckey Residence Grout Monitoring MEG Project Number 6616 November 2008 11 3-Oct 80 743 27.5 12 3-Oct 80 844 31.3 13 20-Oct 80 202 7.5 14 21-Oct 80 128 4.7 15 20-Oct 75 199 7.4 16 3-Oct 80 495 18.3 17 20-Oct 80 283 10.5 18 23-Oct 30 22 0.8 19 17-Oct 80 680 25.2 20 21-Oct 80 115 4.2 21 17-Oct 80 174 6.5 22 17-Oct 80 284 10.5 23 15-Oct 80 782 29.0 24 16-Oct 80 316 11.7 25 14-Oct 72 802 29.7 26 14-Oct 80 594 22.0 27 13-Oct 80 561 20.8 28 14-Oct 80 373 13.8 29 13-Oct 80 678 25.1 30 13-Oct 80 172 6.4 31 10-Oct 80 525 19.5 32 17-Oct 80 311 11.5 33 20-Oct 55 99 3.7 34 23-Oct 30 12 0.5 35 23-Oct 30 31 1.1 Totals 2564 15088 558.8 Average 73 431 16.0 6 Mi#oeo11' Kossik--Rd , Otis_Allen-Rd 530 ', MapPoinr o = - Lumberton Cunningham5- Pretty Pond Rd Estates o a Fort kingv lilt' w °Acres �, 41 aughtery Rd.=c 54Ad 54 Lynbrook Dr — tp 54 cv Gounty Road 54 39i • HenryDr �' Geiger Eiland Blvd 9 Rd North Ave }} ! 301 39119 Park Dr, ith Ave Zephyrhills, FL, 33542-4690 •c. r a:. 6kh Aue - _ a t !_.-, p. ° f , 8th Ave P�Nhilis - ' 535 rim 54'' _ o m C Ave 7 , a Judee Dr u, .- ... O d -_ p c '.301.' Tucker Rd -. Tucker Rd 4 �39i asraey Rd Chancey Rd _ r�'Y• ' (9Y200?MictosoffGoip @2007 NAYTEQ,andJorTeIeAas,Inc. Pdttle d State Farm Florida Insurance MADRID ENGINEERING GROUP, INC. ' GEOENVIRONMENTAL CONSULTANTS FIGURE 1 P.O. Box 2506, Bartow,FL Site Location Map 863 533-9007 Fax: 533-8997 Luckey Residence EB-0006509 Theme is Our Business.. Zephyrhills, Florida DATE:October 2008 Revised: Drawn By:JM Checked By: BDM MEG Project No.6616 N.T.S. 0 SCALE 20' 15 14 16 13 12 11 10 9 8 75 ft. 80 ft. 80 ft. 80 ft. 80 ft. 80 ft. 80 ft. 80 ft. 57 ft. 7.4 CY 4.7 CY 18.3 CY 7.5 CY 31.3 CY 27.5 CY 22.6 CY 39.7 CY 3.9 CY 17 80 ft. 10.5 CY 33 7 18 55 ft. 80 ft. 30 ft. 3.7CY 40.0CY 0.8 CY : . 20 55 ft. 80 ft. : 1,7 CY 4.2 CY 5 21 80 ft. 80 ft. . . . 2. Y .. 6.5 CY . . . 80 . 80 ft. 14Y .1 C .. . . 10.5 CY -:-:- :- 3 80 ft. 19 :..._. . . ft. 27.3 CY . . . . . 80 ft. 80 13.5 CY 25.2 CY 32 � %,� 80 ft. 80 ft. // 24.2 CY 11.5 CY 30 31 23 29 80 ft. 80 ft. 80 ft. / ; 80 ft. 6.4 CY 19.5 CY 29.0 CY 24 35 28 25.1 CY Legend 80 ft. 30 ft. 80 ft. 11.7 CY 25 26 1.1 CY 27 13.8 CY • Injection Point 72 ft. 80 ft. 80 ft. .—• Angled Injection Points 29.7 CY 34 22.0 CY 20.8 CY 1 Pin Number 30 ft. 22 ft. Depth 0.5 CY 4.4 CY Grout Volume State Farm Florida Insurance MADRID ENGINEERING GROUP, INC. GEOENVIRONMENTAL CONSULTANTS FIGURE 2 P.O. Box 2506, Bartow,FL Grout Locations and Quantities 863 533-9007 Fax:533-8997 Lucke Residence EB-0006509 Y The rhisOurBusiness- ZephyrhillS, Florida DATE:October 2008 Revised: Drawn By:JM Checked By:BDM MEG Project No.6616 1"=20' MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 1 MAX DEPTH(ft.): 80 DATE: 10/09/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 9-Oct 80 75 3:48 3:50 200 400 22 0.7 156 23 high pressure 9-Oct 75 70 3:53 4:03 200 200 174 5.3 330 23 end of truck 10-Oct 70 65 9:11 9:29 200 350 310 10.0 310 25 end of truck 13-Oct 65 60 9:58 10:04 200 375 123 3.8 123 28 1/10 slight lift 13-Oct 60 55 0:00 0:00 0 0 0 0 28 rout overflow 13-Oct 55 50 0:00 0:00 0 0 0 0 28 grout overflow 13-Oct 50 45 10:12 10:13 200 300 18 0.6 141 28 1/10 slight lift 13-Oct 45 40 10:17 10:19 200 300 34 1.0 175 28 1/10 slight lift 13-Oct 40 35 10:22 10:24 200 350 34 1.0 209 28 1/10 slight lift 13-Oct 35 30 10:26 10:27 200 300 19 0.6 228 28 1/10 slight lift 13-Oct 30 25 10:30 10:32 200 300 31 1.0 259 28 1/10 sli ht lift 13-Oct 25 20 10:35 10:36 200 450 7 0.2 266 28 high pressure 13-Oct 20 15 10:40 10:41 200 500 2 0.1 268 28 high pressure 13-Oct 15 10 10:44 10:45 200 500 2 0.1 270 28 high pressure TOTALS 776 24.2 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 2 MAX DEPTH(ft.): 80 DATE: 10/10/08 Angled- X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS(PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 10-Oct 80 75 10:41 10:58 200 300 305 10.0 305 26 end of truck 13-Oct 75 70 10:52 10:54 200 350 33 1.0 303 28 1/10 slight lift 13-Oct 70 65 10:59 11:00 200 500 3 0.1 306 28 high ressure 13-Oct 65 60 11:02 11:03 200 600 3 0.1 309 28 high pressure 13-Oct 60 55 11:06 11:07 200 300 16 0.5 325 28 end of truck 13-Oct 55 50 11:17 11:17 200 250 7 0.2 7 29 1/10 slight lift 13-Oct 55 50 11:20 11:20 200 250 5 0.2 12 29 1/10 slight lift 13-Oct 50 45 11:24 11:24 200 250 7 0.2 19 29 1/10 slight lift 13-Oct 45 40 11:28 11:28 200 200 1 0.0 20 29 rout overflow 22-Oct 45 40 10:20 10:20 200 500 4 0.1 190 54 high pressure 22-Oct 40 35 10:23 10:23 200 500 4 0.1 194 54 high pressure 22-Oct 35 30 10:26 10:26 200 600 4 0.1 198 54 high pressure 22-Oct 30 25 10:29 10:30 200 600 5 0.2 203 54 high pressure 22-Oct 25 20 10:32 10:33 200 600 4 0.1 207 54 high pressure 22-Oct 20 15 10:36 10:37 200 350 14 0.4 221 54 round heave 22-Oct 15 10 10:40 10:40 200 350 5 0.2 226 54 ground heave TOTALS 420 13.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 3 MAX DEPTH(ft.): 80 DATE: 10/07/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 7-Oct 80 75 3:46 3:51 200 500 120 3.8 120 14 high pressure 7-Oct 75 70 3:55 4:07 200 400 200 6.3 320 14 end of truck 8-Oct 70 65 1:18 1:21 200 400 61 2.0 61 19 high pressure 8-Oct 65 60 1:23 1:24 200 400 11 0.4 72 19 high pressure 8-Oct 60 55 1:27 1:40 200 400 238 7.7 310 19 high pressure 9-Oct 55 50 11:34 11:36 200 400 32 1.0 118 22 high pressure 9-Oct 50 45 0:00 0:00 200 0 0 0 22 rout overflow 9-Oct 45 40 11:44 11:48 200 400 61 1.9 179 22 high pressure 9-Oct 40 35 11:52 11:54 200 400 29 0.9 208 22 high pressure 9-Oct 35 30 11:58 11:59 200 400 11 0.3 219 22 high ressure 9-Oct 30 25 12:03 12:07 200 400 69 2.2 288 22 1/10 slight lift 9-Oct 25 20 12:13 12:15 200 300 22 0.7 310 22 1/10 slight lift 9-Oct 20 15 12:18 12:18 200 250 3 0.1 313 22 pipe lift 9-Oct 15 10 12:22 12:22 200 250 2 0.1 315 22 pipe lift TOTALS 859 27.3 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 4 MAX DEPTH(ft.): 80 DATE: 10/08/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS(PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 8-Oct 80 75 2:36 2:37 200 600 25 0.8 25 20 high pressure 8-Oct 75 70 2:42 2:44 200 500 33 1.1 58 20 high pressure 8-Oct 70 65 2:46 2:47 200 500 12 0.4 70 20 high pressure 8-Oct 65 60 2:50 3:00 200 400 212 6.8 282 20 high pressure 8-Oct 60 55 3:04 3:06 200 300 28 0.9 310 20 end of uck 9-Oct 55 50 0:00 0:00 0 0 0 0 23 9-Oct 50 45 0:00 0:00 0 0 0 0 23 9-Oct 45 40 2:54 2:58 200 400 78 2.4 78 23 high pressure 9-Oct 40 35 3:02 3:04 200 400 44 1.3 122 23 1/10 slight lift 9-Oct 35 30 0:00 0:00 0 0 0 0 23 grout overflow 9-Oct 30 25 3:10 3:10 200 300 2 0.1 124 23 pipe lift 9-Oct 25 20 3:14 3:14 200 300 1 0.0 125 23 pipe lift 9-Oct 20 15 3:18 3:18 200 300 5 0.2 130 23 1/10 slight lift 9-Oct 15 10 3:22 3:22 200 300 4 0.1 134 23 rout overflow TOTALS 444 14.1 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 5 MAX DEPTH(ft.): 80 DATE: 10/07/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 7-Oct 80 75 1:54 1:55 200 400 22 0.7 22 13 high pressure 7-Oct 75 70 2:00 2:01 200 500 14 0.4 36 13 high pressure 7-Oct 70 65 2:06 2:07 200 400 27 0.8 63 13 high pressure 7-Oct 65 60 2:10 2:10 200 450 8 0.2 71 13 high pressure 7-Oct 60 55 2:15 2:17 200 400 21 0.6 92 13 high pressure 7-Oct 55 50 0:00 0:00 0 0 0 0 13 grout overflow 7-Oct 50 45 2:24 2:39 200 350 233 7.2 325 13 end of truck 8-Oct 45 40 12:23 12:40 200 250 295 10.0 295 18 end of truck 9-Oct 40 35 10:29 10:33 200 400 70 2.2 70 22 high pressure 9-Oct 35 30 0:00 0:00 0 0 0 0 22 grout overflow 9-Oct 30 25 10:41 10:41 200 400 6 0.2 76 22 high pressure 9-Oct 25 20 11:01 11:01 200 500 3 0.1 79 22 high pressure 9-Oct 20 15 11:06 11:06 200 400 4 0.1 83 22 high pressure 9-Oct 15 10 11:11 11:11 200 300 3 0.1 86 22 rout overflow TOTALS 706 22.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 6 MAX DEPTH(ft.): 55 DATE: 10/22/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 22-Oct 55 50 9:34 9:35 200 400 11 0.3 141 54 high ressure 22-Oct 50 45 9:37 9:38 200 400 7 0.2 148 54 high pressure 22-Oct 45 40 9:41 9:41 200 400 5 0.2 153 54 high pressure 22-Oct 40 35 9:44 9:44 200 500 3 0.1 156 54 high pressure 22-Oct 35 30 9:46 9:47 200 400 9 0.3 165 54 high pressure 22-Oct 30 25 9:50 9:50 200 400 8 0.2 173 54 high pressure 22-Oct 25 20 0:00 0:00 0 0 0 0 54 rout overflow 22-Oct 20 15 9:56 9:56 200 500 8 0.2 181 54 high pressure 22-Oct 15 10 10:00 10:00 200 500 5 0.2 186 54 high pressure TOTALS 56 1.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 7 MAX DEPTH(ft.): 80 DATE: 10/07/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 7-Oct 80 75 11:53 12:16 200 400 310 10.0 310 12 end of truck 7-Oct 75 70 0:00 0:00 0 0 0 0 12 flush out 8-Oct 70 65 11:20 11:30 200 400 176 5.7 176 17 high pressure 8-Oct 65 60 11:35 11:43 200 300 134 4.3 310 17 end of truck 8-Oct 60 55 0:00 0:00 0 0 0 0 17 pipe plugged 9-Oct 55 50 9:13 9:30 200 300 310 10.0 310 21 end of truck 10-Oct 50 45 8:02 8:18 200 400 263 8.7 263 24 high pressure 10-Oct 45 40 8:20 8:20 200 500 1 0.0 264 24 high pressure 10-Oct 40 35 8:22 8:23 200 400 6 0.2 270 24 high pressure 10-Oct 35 30 8:26 8:26 200 400 8 0.3 278 24 high pressure 10-Oct 30 25 8:29 8:29 200 400 12 0.4 290 24 high pressure 10-Oct 25 20 8:31 8:31 200 400 7 0.2 297 24 high pressure 10-Oct 20 15 8:36 8:36 200 400 1 0.0 298 24 high pressure 10-Oct 15 10 8:40 8:40 200 400 3 0.1 301 24 high pressure 15-Mar TOTALS 1231 40.0 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 8 MAX DEPTH(ft.): 57 DATE: 10/22/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET TIME PRESS(PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 22-Oct 57 52 8:27 8:30 200 400 53 1.6 53 54 high pressure 22-Oct 52 47 8:50 8:51 200 400 6 0.2 59 54 high pressure 22-Oct 47 42 8.58 8:58 200 400 8 0.2 67 54 high pressure 22-Oct 42 37 9:01 9:02 200 400 11 0.3 78 54 high pressure 22-Oct 37 32 9:05 9:05 200 400 5 0.2 83 54 high pressure 22-Oct 32 27 9:07 9:08 200 400 12 0.4 95 54 high pressure 22-Oct 27 22 9:11 9:12 200 400 22 0.7 117 54 high pressure 22-Oct 22 17 9:15 9:15 200 400 5 0.2 122 54 high pressure 22-Oct 17 12 9:18 9:18 200 400 6 0.2 128 54 high pressure 22-Oct 12 7 9:21 9:21 200 400 2 0.1 130 54 high pressure TOTALS 130 3.9 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 9 MAX DEPTH(ft.): 80 DATE: 10/03/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS(PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 3-Oct 80 75 3:06 3:06 200 500 12 0.3 12 3 high pressure 3-Oct 75 70 3:10 3:31 200 250 318 9.3 330 3 end of truck 6-Oct 70 65 12:55 1:17 200 300 310 10.0 310 7 end of truck 7-Oct 65 60 9:06 9:06 200 250 15 0.5 311 9 end of truck 7-Oct 9:17 9:36 200 250 300 10.0 300 10 end of truck 8-Oct 60 55 0:00 0:00 0 0 0 0 15 tight casing 8-Oct 55 50 8:31 8:36 200 250 88 2.8 88 15 1/10 slight lift 8-Oct 50 45 8:39 8:44 200 250 78 2.5 166 15 1/10 slight lift 8-Oct 45 40 8:48 8:55 200 250 110 3.5 276 15 1/10 slight lift 8-Oct 40 35 0:00 0:00 0 0 0 0 15 grout overflow 8-Oct 35 30 0:00 0:00 0 0 0 0 15 grout overflow 8-Oct 30 25 9:05 9:05 200 200 10 0.3 286 15 1/10 slight lift 8-Oct 25 20 9:09 9:09 200 200 5 0.2 291 15 1/10 slight lift 8-Oct 20 15 9:14 9:14 200 200 3 0.1 294 15 grout overflow 8-Oct 15 10 9:18 9:18 200 200 2 0.1 296 15 grout overflow 10-Mar 15-Mar TOTALS 1251 39.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/5,33-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 10 MAX DEPTH(ft.): 80 DATE: 10/06/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 6-Oct 80 75 22:23 2:41 200 400 294 9.5 294 8 high pressure 6-Oct 75 70 2:45 2:45 200 500 6 0.2 300 8 high pressure 6-Oct 70 65 2:49 2:50 200 500 5 0.2 305 8 high pressure 6-Oct 65 60 2:55 2:55 200 350 5 0.2 310 8 end of truck 7-Oct 60 55 10:46 10:58 200 300 184 5.8 184 11 1/10 slight lift 7-Oct 55 50 0:00 0:00 0 0 0 0 11 grout overflow 7-Oct 50 45 0:00 0:00 0 0 0 0 11 rout overflow 7-Oct 45 40 11:06 11:07 200 300 39 1.2 223 11 1/10 slight lift 7-Oct 40 35 11:11 11:15 200 300 66 2.1 289 11 1/10 slight lift 7-Oct 35 30 0:00 0:00 0 0 0 0 11 grout overflow 7-Oct 30 25 11:25 11:27 200 300 26 0.8 315 11 end of truck 8-Oct 25 20 9:26 9:27 200 200 14 0.5 310 15 end of truck 8-Oct 25 20 9:38 9:41 200 200 59 1.8 59 16 1/10 slight lift 8-Oct 20 15 9:46 9:46 200 400 5 0.2 64 16 high pressure 8-Oct 15 10 9:49 9:49 200 300 4 0.1 68 16 pipe lift TOTALS 707 22.6 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 11 MAX DEPTH(ft.): 80 DATE: 10/03/08 Angled: Vertical: X ENGINEERS TECHNIC!AN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 3-Oct 80 75 12:59 1:14 200 400 240 7.7 240 2 high pressure 3-Oct 75 70 1:16 1:16 200 300 8 0.3 248 2 end of truck 3-Oct 70 65 0:00 0:00 0 0 0 0 2 pipe plugged 6-Oct 65 60 9:53 10:15 200 300 315 10.0 315 5 end of truck 7-Oct 60 55 8:00 8:13 200 300 206 6.6 206 9 1/10 slight lift 7-Oct 55 50 8:16 8:17 200 300 25 0.8 231 9 1/10 slight lift 7-Oct 50 45 0:00 0:00 0 0 0 0 9 rout overflow 7-Oct 45 40 8:26 8:26 200 300 12 0.4 243 9 1/10 slight lift 7-Oct 40 35 8:30 8:32 200 300 33 1.1 276 9 1/10 slight lift 7-Oct 35 30 8:37 8:37 200 300 15 0.5 291 9 1/10 slight lift 7-Oct 30 25 8:41 8:41 200 300 1 0.0 292 9 pipe lift 7-Oct 25 20 8:43 8:43 200 300 1 0.0 293 9 pipe lift 7-Oct 20 15 8:46 8:46 200 300 2 0.1 295 9 pipe lift 7-Oct 15 10 8:50 8:50 200 300 1 0.0 296 9 pipe lift TOTALS 859 27.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/ 33-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 12 MAX DEPTH(ft.): 80 DATE: 10/03/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 3-Oct 80 75 2:26 2:26 200 800 11 0.3 11 3 pipe plugged 3-Oct 75 70 2:30 2:30 200 800 2 0.1 13 3 pipe plugged 3-Oct 70 65 3:56 4:14 200 200 305 10.0 305 4 end of truck 6-Oct 65 60 11:50 12:13 200 300 305 10.0 305 6 end of truck 8-Oct 60 55 10:06 10:23 200 300 252 7.9 320 16 end of truck 20-Oct 55 50 12:29 12:29 200 300 19 0.6 87 49 tight casing 20-Oct 50 45 12:36 12:37 200 350 7 0.2 94 49 1/10 slight lift 20-Oct 45 40 12:44 12:45 200 350 17 0.5 111 49 1/10 slight lift 20-Oct 40 35 12:49 12:51 200 350 31 0.9 142 49 1/10 slight lift 20-Oct 35 30 12:54 12:55 200 350 15 0.4 157 49 1/10 slight lift 20-Oct 30 25 12:58 12:58 200 500 3 0.1 160 49 high pressure 20-Oct 25 20 1:04 1:04 200 300 6 0.2 166 49 1/10 slight lift 20-Oct 20 15 1:08 1:08 200 300 3 0.1 169 49 1/10 slight lift 20-Oct 15 10 1:11 1:11 200 300 1 0.0 170 49 pipe lift TOTALS 977 31.3 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/§33-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 13 MAX DEPTH(ft.): 80 DATE: 10/20/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 20-Oct 80 76 3:56 3:56 200 500 6 0.2 249 50 high pressure 20-Oct 76 72 3:59 3:59 200 500 3 0.1 252 50 high pressure 20-Oct 72 68 4:14 4:14 200 500 3 0.1 255 50 high pressure 20-Oct 68 64 4:17 4:17 200 500 3 0.1 258 50 high pressure 20-Oct 64 60 4:20 4:21 200 400 33 1.0 291 50 high pressure 20-Oct 60 56 4:25 4:25 200 350 8 0.2 299 50 high pressure 20-Oct 56 52 4:30 4:32 200 350 31 0.9 330 50 end of truck 21-Oct 52 48 0:00 0:00 0 0 0 0 51 tight casing 21-Oct 48 44 0:00 0:00 0 0 0 0 51 tight casing 21-Oct 44 40 8:27 8:32 200 350 72 2.2 72 51 1/10 slight lift 21-Oct 40 36 8:35 8:37 200 350 26 0.8 98 51 1/10 slight lift 21-Oct 36 32 8:40 8:41 200 350 15 0.5 113 51 1/10 slight lift 21-Oct 32 28 8:44 8:45 200 350 12 0.4 125 51 1/10 slight lift 21-Oct 28 24 8:48 8:48 200 350 7 0.2 132 51 1/10 slight lift 21-Oct 24 20 8:51 8:53 200 350 17 0.5 149 51 1/10 slight lift 21-Oct 20 16 8:55 8:56 200 450 7 0.2 156 51 high pressure 21-Oct 16 12 8:59 8:59 200 450 3 0.1 159 51 high pressure 21-Oct 12 8 9:02 9:02 200 350 1 0.0 160 51 pipe lift TOTALS 247 7.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 14 MAX DEPTH (ft.): 80 DATE: 10/21/08 Angled: X Vertical: ENGINEERS TECHNICIAN: SS Date DEPTH FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 21-Oct 80 76 9:20 9:20 200 400 7 0.2 167 51 high pressure 21-Oct 76 72 9:22 9:22 200 500 2 0.1 169 51 high pressure 21-Oct 72 68 9:28 9:29 200 400 26 0.8 195 51 high pressure 21-Oct 68 64 9:30 9:31 200 400 8 0.2 203 51 high pressure 21-Oct 64 60 9:33 9:33 200 500 4 0.1 207 51 high pressure 21-Oct 60 56 9:36 9:41 200 350 82 2.5 289 51 1/10 slight lift 21-Oct 56 52 0:00 0:00 0 0 0 0 51 rout overflow 21-Oct 52 48 0:00 0:00 0 0 0 0 51 grout overflow 21-Oct 48 44 0:00 0:00 0 0 0 0 51 grout overflow 21-Oct 44 40 0:00 0:00 0 0 0 0 51 grout overflow 21-Oct 40 36 9:59 10:00 200 350 10 0.3 299 51 1/10 slight lift 21-Oct 36 32 10:02 10:02 200 500 2 0.1 301 51 high pressure 21-Oct 32 28 10:05 10:05 200 350 4 0.1 305 51 pipe lift 21-Oct 28 24 10:08 10:08 200 450 6 0.2 311 51 high pressure 21-Oct 24 20 10:11 10:11 200 400 1 0.0 312 51 high pressure 21-Oct 20 16 10:14 10:14 200 400 1 0.0 313 51 high pressure 21-Oct 16 12 10:17 10:17 200 400 1 0.0 314 51 high pressure 21-Oct 12 8 10:20 10:20 200 350 2 0.1 316 51 grout overflow TOTALS 156 4.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 15 MAX DEPTH(ft.): 75 DATE: 10/20/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 20-Oct 75 71 0:00 0:00 0 0 0 0 50 tight casing 20-Oct 71 67 2:33 2:35 200 400 30 0.9 30 50 high pressure 20-Oct 67 63 2:40 2:41 200 400 22 0.7 52 50 high pressure 20-Oct 63 59 2:46 2:47 200 400 29 0.9 81 50 high pressure 20-Oct 59 55 2:50 2:51 200 400 14 0.4 95 50 high pressure 0-Jan 55 51 2:54 2:55 200 400 19 0.6 114 50 high pressure 20-Jan 51 47 0:00 0:00 0 0 0 0 50 rout overflow 20-Jan 47 43 3:01 3:03 200 350 28 0.8 142 50 1/10 slight lift 20-Oct 43 39 0:00 0:00 0 0 0 0 50 grout overflow 20-Oct 39 35 3:13 3:16 200 350 39 1.2 181 50 1/10 slight lift 20-Oct 35 31 3:20 3:21 200 350 19 0.6 200 50 1/10 slight lift 20-Oct 31 27 3:24 3:26 200 350 34 1.0 234 50 1/10 slight lift 20-Oct 27 23 3:29 3:30 200 500 3 0.1 237 50 high pressure 20-Oct 23 19 3:32 3:33 200 500 3 0.1 240 50 high pressure 20-Oct 19 15 3:36 3:36 200 500 2 0.1 242 50 high pressure 20-Oct 15 11 3:40 3:40 200 400 1 0.0 243 50 high pressure TOTALS 243 7.4 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 16 MAX DEPTH(ft.): 80 DATE: 10/03/08 Angled: Vertical• X ENGINEERS TECHNICIAN: S S Date DEPTH( J TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 3-Oct 80 75 11:34 11:53 200 350 315 10.0 315 1 end of truck 3-Oct 75 70 0:00 0:00 0 0 0 0 1 tight casin 3-Oct 70 65 0:00 0:00 0 0 0 0 1 3-Oct 65 60 0:00 0:00 0 0 0 0 1 20-Oct 60 55 9:38 9:48 200 400 182 5.7 182 48 high pressure 20-Oct 55 50 9:53 9:53 200 500 3 0.1 185 48 high pressure 20-Oct 50 45 9:56 9:56 200 500 6 0.2 191 48 high pressure 20-Oct 45 40 9:59 10:03 200 350 52 1.6 243 48 1/10 slight lift 20-Oct 40 35 0:00 0:00 0 0 0 0 48 rout overflow 20-Oct 35 30 0:00 0:00 0 0 0 0 48 grout overflow 20-Oct 30 25 10:10 10:11 200 350 17 0.5 260 48 1/10 slight lift 20-Oct 25 20 10:14 10:14 200 400 4 0.1 264 48 high pressure 20-Oct 20 15 10:17 10:17 200 400 2 0.1 266 48 high pressure 20-Oct 15 10 10:20 10:20 200 400 1 0.0 267 48 high pressure TOTALS 582 18.3 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/5,33-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 17 MAX DEPTH(ft.): 80 DATE: 10/20/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 20-Oct 80 75 1:27 1:28 200 450 8 0.2 178 49 high pressure 20-Oct 75 70 1:34 1:37 200 400 61 1.8 239 49 high pressure 20-Oct 70 65 1:41 1:42 200 400 14 0.4 253 49 high pressure 20-Oct 65 60 1:45 1:46 200 400 16 0.5 269 49 high pressure 20-Oct 60 55 1:51 1:52 200 400 16 0.5 285 49 high pressure 20-Oct 55 50 1:56 2:00 200 400 45 1.3 330 49 high pressure 20-Oct 50 45 2:03 2:03 200 400 10 0.3 340 49 high pressure 20-Oct 45 40 0:00 0:00 0 0 0 0 49 flush pipe 21-Oct 40 35 10:24 10:25 200 300 14 0.4 330 51 end of truck 21-Oct 40 35 10:36 10:43 200 300 99 3.0 99 52 1/10 slight lift 21-Oct 35 30 10:48 10:49 200 350 24 0.7 123 52 1/10 slight lift 21-Oct 30 25 10:56 10:57 200 350 15 0.5 138 52 1/10 slight lift 21-Oct 25 20 11:04 11:05 200 350 22 0.7 160 52 1/10 slight lift 21-Oct 20 15 11:09 11:09 200 350 5 0.2 165 52 ground heave 21-Oct 15 10 11:12 11:12 200 350 2 0.1 167 52 ground heave TOTALS 351 10.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/633-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY,STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 18 MAX DEPTH(ft.): 30 DATE: 10/23/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 23-Oct 30 25 2:08 2:08 200 300 9 0.3 9 57 rout overflow 23-Oct 25 20 2:11 2:11 200 300 5 0.2 14 57 rout overflow 23-Oct 20 15 2:14 2:14 200 300 6 0.2 20 57 rout overflow 23-Oct 15 10 2:17 2:17 200 300 5 0.2 25 57 ground heave TOTALS 25 0.8 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 19 MAX DEPTH(ft.): 80 DATE: 10/17/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 17-Oct 80 75 12:33 12:34 200 400 33 1.1 33 46 high pressure 17-Oct 75 70 12:40 12:40 200 500 2 0.1 35 46 high pressure 17-Oct 70 65 12:47 1:04 200 400 270 8.9 305 46 high pressure 17-Oct 65 60 0:00 0:00 0 0 0 0 46 end of truck 22-Oct 60 55 12:05 12:25 200 350 320 10.0 320 55 end of truck 23-Oct 55 50 9:03 9:07 200 400 70 2.3 70 56 high pressure 23-Oct 50 45 9:10 9:11 200 300 28 0.9 98 56 1/10 slight lift 23-Oct 45 40 0:00 0:00 0 0 0 0 56 grout overflow 23-Oct 40 35 9:18 9:20 200 300 30 1.0 128 56 1/10 slight lift 23-Oct 35 30 9:24 9:24 200 350 10 0.3 138 56 1/10 slight lift 23-Oct 30 25 9:28 9:29 200 350 14 0.5 152 56 1/10 slight lift 23-Oct 25 20 9:33 9:33 200 350 5 0.2 157 56 1/10 slight lift 23-Oct 20 15 9:36 9:36 200 400 2 0.1 159 56 high pressure 23-Oct 15 10 9:40 9:40 200 400 1 0.0 160 56 high pressure TOTALS 785 25.2 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 20 MAX DEPTH(ft.): 80 DATE: 10/21/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT I COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 21-Oct 80 75 11:42 11:43 200 500 9 0.3 176 52 high pressure 21-Oct 75 70 11:47 11:47 200 500 3 0.1 179 52 high pressure 21-Oct 70 65 11:56 11:56 200 500 6 0.2 185 52 high pressure 21-Oct 65 60 12:00 12:01 200 400 24 0.7 209 52 high pressure 21-Oct 60 55 12:05 12:05 200 400 11 0.3 220 52 hi h ressure 21-Oct 55 50 12:11 12:11 200 400 11 0.3 231 52 high pressure 21-Oct 50 45 12:19 12:19 200 500 4 0.1 235 52 high pressure 21-Oct 45 40 12:24 12:24 200 500 5 0.2 240 52 high pressure 21-Oct 40 35 12:29 12:31 200 400 28 0.8 268 52 high pressure 21-Oct 35 30 12:34 12:34 200 400 5 0.2 273 52 high pressure 21-Oct 30 25 12:38 12:38 200 400 7 0.2 280 52 high pressure 21-Oct 25 20 12:43 12:44 200 350 23 0.7 303 52 1/10 slight lift 21-Oct 20 15 12:48 12:48 200 350 3 0.1 306 52 grout overflow 21-Oct 15 10 12:51 12:51 200 300 1 0.0 307 52 rout overflow TOTALS 140 4.2 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 21 MAX DEPTH(ft.): 80 DATE: 10/17/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 17-Oct 80 75 10:10 10:11 200 400 25 0.8 25 45 high pressure 17-Oct 75 70 10:17 10:20 200 400 63 1.9 88 45 high pressure 17-Oct 70 65 10:24 10:26 200 400 40 1.2 128 45 high pressure 17-Oct 65 60 10:31 10:32 200 400 25 0.8 153 45 high pressure 17-Oct 60 55 10:35 10:36 200 450 7 0.2 160 45 high pressure 17-Oct 55 50 10:40 10:40 200 450 3 0.1 163 45 high pressure 17-Oct 50 45 10:44 10:46 200 400 35 1.1 198 45 high pressure 17-Oct 45 40 0:00 0:00 0 0 0 0 45 grout overflow 17-Oct 40 35 10:53 10:55 200 500 2 0.1 200 45 high pressure 17-Oct 35 30 10:59 10:59 200 500 4 0.1 204 45 high pressure 17-Oct 30 25 11:03 11:03 200 500 3 0.1 207 45 high pressure 17-Oct 25 20 11:06 11:06 200 500 2 0.1 209 45 high pressure 17-Oct 20 15 11:10 11:10 200 500 2 0.1 211 45 high pressure 17-Oct 15 10 11:13 11:13 200 500 2 0.1 213 45 high pressure TOTALS 213 6.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 22 MAX DEPTH(ft.): 80 DATE: 10/17/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 17-Oct 80 75 11:34 11:34 200 500 5 0.2 218 45 high pressure 17-Oct 75 70 11:40 11:43 200 400 36 1.1 254 45 high pressure 17-Oct 70 65 11:48 11:48 200 500 3 0.1 257 45 high pressure 17-Oct 65 60 11:52 11:57 200 300 73 2.2 330 45 end of truck 21-Oct 60 55 2:16 2:20 200 400 56 1.7 158 53 high pressure 21-Oct 55 50 2:26 2:28 200 450 28 0.8 186 53 high pressure 21-Oct 50 45 2:31 2:32 200 450 11 0.3 197 53 high pressure 21-Oct 45 40 2:35 2:46 200 400 133 3.9 330 53 high pressure 21-Oct 40 35 2:50 2:50 200 600 2 0.1 332 53 high pressure 21-Oct 35 30 2:53 2:53 200 600 2 0.1 334 53 high pressure 21-Oct 30 25 2:57 2:57 200 500 1 0.0 335 53 high pressure 21-Oct 25 20 3:00 3:00 200 500 1 0.0 336 53 high pressure 21-Oct 20 15 3:03 3:03 200 500 1 0.0 337 53 high pressure 21-Oct 15 10 3:06 3:06 200 500 1 0.0 338 53 high pressure TOTALS 353 10.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 23 MAX DEPTH(ft.): 80 DATE: 10/15/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH( fl TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 15-Oct 80 75 3:40 3:44 200 400 65 2.0 65 40 high pressure 15-Oct 75 70 3:50 4:05 200 300 255 8.0 320 40 end of truck 16-Oct 70 65 12:41 12:47 200 400 109 3.3 176 42 high pressure 16-Oct 65 60 12:51 1:00 200 350 159 4.7 335 42 end of truck 17-Oct 60 55 9:10 9:15 200 400 83 2.6 171 44 high pressure 17-Oct 55 50 9:17 9:17 200 500 2 0.1 173 44 high pressure 17-Oct 50 45 9:20 9:28 200 350 147 4.6 320 44 end of truck 21-Oct 45 40 1:13 1:13 200 500 2 0.1 309 52 high pressure 21-Oct 40 35 1:16 1:17 200 300 21 0.6 330 52 end of truck 21-Oct 40 35 1:32 1:35 200 400 64 1.9 64 53 high pressure 21-Oct 35 30 1:40 1:41 200 450 23 0.7 87 53 high pressure 21-Oct 30 25 1:44 1:44 200 500 2 0.1 89 53 high pressure 21-Oct 25 20 1:47 1:47 200 500 3 0.1 92 53 high pressure 21-Oct 20 15 1:50 1:51 200 500 7 0.2 99 53 high pressure 21-Oct 15 10 1:57 1:57 200 500 3 0.1 102 53 high pressure TOTALS 945 29.0 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 24 MAX DEPTH(ft.): 80 DATE: 10/16/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT I COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 16-Oct 80 76 3:20 3:30 200 400 167 5.4 167 43 high pressure 16-Oct 76 72 3:33 3:34 200 400 20 0.6 187 43 high pressure 16-Oct 72 68 3:36 3:37 200 400 20 0.6 207 43 high pressure 16-Oct 68 64 3:39 3:43 200 400 64 2.1 271 43 high pressure 16-Oct 64 60 3:46 3:49 200 350 39 1.3 310 43 end of truck 17-Oct 60 56 9:47 0:00 200 0 0 0 45 17-Oct 56 52 0:00 0:00 200 0 0 0 45 17-Oct 52 48 0:00 0:00 200 0 0 0 45 17-Oct 48 44 0:00 0:00 200 0 0 0 45 23-Oct 44 40 3:02 3:05 200 400 35 1.1 95 57 high pressure 23-Oct 40 36 3:07 3:07 200 500 5 0.2 100 57 high pressure 23-Oct 36 32 3:09 3:09 200 600 2 0.1 102 57 high pressure 23-Oct 32 28 3:11 3:11 200 500 2 0.1 104 57 high pressure 23-Oct 28 24 3:13 3:13 200 500 3 0.1 107 57 high pressure 23-Oct 24 20 3:16 3:16 200 500 3 0.1 110 57 high pressure 23-Oct 20 16 3:18 3:18 200 500 2 0.1 112 57 high pressure 23-Oct 16 12 3:20 3:20 200 500 1 0.0 113 57 high pressure 23-Oct 12 8 0:00 0:00 200 0 0 0 57 high pressure TOTALS 363 11.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 25 MAX DEPTH(ft.): 72 DATE: 10/14/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 14-Oct 72 68 1:38 1:57 200 300 325 10.0 325 35 end of truck 15-Oct 68 64 0:00 0:00 0 0 0 0 38 tigh casing 15-Oct 64 60 11:19 11:23 200 400 58 1.7 160 38 high pressure 15-Oct 60 56 11:26 11:26 200 450 8 0.2 168 38 high pressure 15-Oct 56 52 11:31 11:31 200 500 3 0.1 171 38 high pressure 15-Oct 52 48 11:34 11:37 200 400 60 1.8 231 38 high pressure 15-Oct 48 44 11:40 11:48 200 350 104 3.1 335 38 end of truck 16-Oct 44 40 8:44 9:01 200 350 305 10.0 305 41 end of truck 17-Oct 40 36 8:33 8:36 200 400 46 1.4 46 44 high pressure 140-17 36 32 8:39 8:39 200 400 4 0.1 50 44 high pressure 17-Oct 32 28 8:42 8:42 200 500 2 0.1 52 44 high pressure 17-Oct 28 24 8:44 8:45 200 400 17 0.5 69 44 high pressure 17-Oct 24 20 8:48 8:49 200 400 15 0.5 84 44 high pressure 17-Oct 20 16 8:51 8:51 200 400 2 0.1 86 44 high pressure 17-Oct 16 12 8:54 8:54 200 300 1 0.0 87 44 pipe lift 17-Oct 12 8 8:57 8:57 200 300 1 0.0 88 44 pipe lift TOTALS 951 29.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/5.33-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 26 MAX DEPTH(ft.): 80 DATE: 10/14/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS(PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 14-Oct 80 76 3:02 3:15 200 400 220 7.0 220 36 high pressure 14-Oct 76 72 3:18 3:24 200 400 95 3.0 315 36 high pressure 14-Oct 72 68 0:00 0:00 0 0 0 0 36 wash out 15-Oct 68 64 12:09 12:12 200 400 46 1.4 46 39 high pressure 15-Oct 64 60 12:14 12:18 200 400 57 1.8 103 39 high pressure 15-Oct 60 56 12:21 12:24 200 400 54 1.7 157 39 high pressure 15-Oct 56 52 12:28 12:33 200 400 48 1.5 205 39 high pressure 15-Oct 52 48 12:36 12:37 200 400 25 0.8 230 39 high pressure 15-Oct 48 44 12:40 12:45 200 300 73 2.3 303 39 1/10 slight lift 15-Oct 44 40 12:48 12:49 200 300 17 0.5 320 39 end of truck 16-Oct 40 36 12:04 12:07 200 300 56 1.7 56 42 1/10 slight lift 16-Oct 36 32 12:10 12:10 200 500 3 0.1 59 42 high pressure 16-Oct 32 28 12:12 12:13 200 600 2 0.1 61 42 high pressure 16-Oct 28 24 12:16 12:16 200 500 1 0.0 62 42 high pressure 16-Oct 24 20 12:19 12:19 200 500 2 0.1 64 42 high pressure 16-Oct 20 16 12:22 12:22 200 500 1 0.0 65 42 high pressure 16-Oct 16 12 12:25 12:25 200 400 1 0.0 66 42 high pressure 16-Oct 12 8 12:28 12:28 200 400 1 0.0 67 42 high pressure TOTALS 702 22.0 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Ze h rhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 27 MAX DEPTH(ft.): 80 DATE: 10/13/08 Angled: Vertical: X ENGINEERS TECHNICIAN: SS Date DEPTH FEE TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT 1 COMMENTS FROM TO START STOP INITIAL I MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 13-Oct 80 75 2:59 3:04 200 400 76 2.3 189 31 high pressure hi h ressure 13-Oct 75 70 3:09 3:09 200 500 2 01 191 31 4.1 325 31 end of truck 13-Oct 70 65 3:14 3:23 200 350 134 10.0 320 33 end of truck 14-Oct 65 60 9:42 10:00 200 300 320 ti ht casin 15-Oct 60 55 0:00 0:00 0 0 0 0 33 1.3 205 37 hi h pressure 2 2 279 37 111 15-Oct 55 50 8:57 8:59 200 450 42 0 r s lift 15-Oct 50 45 9:03 9:07 200 350 74 285 37 1/10 15-Oct 45 40 9:10 910 200 350 6 0.2 slight lift 0.3 294 37 1/10 slight lift 15-Oct 40 35 9:15 9:15 200 350 9 hi h ressure 15-Oct 35 30 9:19 9:19 200 500 2 0.1 296 37 01 299 37 hi ressure 15-Oct 30 25 924 9:24 200 500 3 hi h 15-Oct 25 20 9:27 9:27 200 400 2 0.1 301 37 pressure h 37 303 15-Oct 20 15 9:30 9:30 200 400 2 0.1 ressurei e lift 15-Oct 15 10 9:33 9:33 200 350 1 0.0 304 37 TOTALS 673 20.8 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Ze h rhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 28 MAX DEPTH(ft.): 80 DATE: 10/14/08 Angled: X Vertical: ENGINEERS TECHNICIAN: SS Date DEPTH FEET) TIME PRESS PSI) GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES1 CU.YD. TRUCK# NUMBER HEAVE hl 14-Oct 80 75 12:40 12:50 200 400 135 4.2 135 34 hr@SSure hi h ressure 14-Oct 75 70 12 01 139 34 53 12:54 200 500 4 5.7 325 34 end of truck 14-Oct 70 65 12:59 1:11 200 400 186 0 g4 wash out 14-Oct 65 60 0:00 0:00 0 0 0 0 g 330 37 end of truck 15-Oct 60 55 9:55 9:56 200 300 26 0.6 20 38 1110 slight lift 15-Oct 55 50 10:10 10:11 200 300 20 0 9 50 38 1110 slight lift 15-Oct 50 45 10:17 10:19 200 300 30 0.9 65 38 1/10 slight lift 15-Oct 45 40 1024 10:25 200 300 15 01 69 38 high ressure 15-Oct 40 35 10:29 10:29 200 500 4 87 38 1110 slight lift 15-Oct 35 30 10:36 10:37 200 350 18 0.5 0 0 38 rout overflow 15-Oct 30 25 0:00 0:00 0 0.4 100 38 1/10 sli ht lift 15-Oct 25 20 10:47 1048 200 300 13 38 rout overflow 15-Oct 20 15 0:00 0:00 0 0 0 15-Oct 15 10 10:56 10:56 200 300 2 0.1 102 38 pipe lift TOTALS 453 13.8 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 29 MAX DEPTH(ft.): 80 DATE: 10/13/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH( L TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 0.2 330 29 hi h ressure 13-Oct 80 75 12:34 12:35 200 400 6 end of truck 13-Oct 75 70 12:50 1:08 200 350 320 10.0 320 30 14-Oct 70 65 8:38 8:50 200 400 193 5.8 193 32 hi h ressure 14-Oct 65 60 8:55 9:03 200 250 137 4.2 330 32 end of truck 15-Oct 60 55 8:02 8:06 200 400 61 1.8 61 37 high pressure 15-Oct 55 50 814 8:15 200 300 21 0.6 82 37 1/10 slight lift 15-Oct 50 45 0:00 0:00 0 0 0 37 rout overflow 1.2 122 37 1/10 sli ht lift 15-Oct 45 40 8:20 8:23 200 350 40 15-Oct 40 35 0:00 0:00 0 0 0 0 37 rout overflow 15 Oct 35 30 8:27 8:28 200 350 24 0.7 146 37 1/10 slight lift 15-Oct 30 25 8:32 8:32 200 500 4 0.1 150 37 hi h pressure 15-Oct 25 20 8:36 8:36 200 500 4 0.1 154 37 hi h pressure 0.1 158 37 hi h pressure 15-Oct 20 15 8:40 8:41 200 500 4 i e lift 15-Oct 15 10 8:45 8:45 200 350 5 0.2 163 37 15-Mar TOTALS 819 25.1 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 30 MAX DEPTH(ft.): 80 DATE: 10/13/08 Angled: X Vertical: ENGINEERS TECHNICIAN: SS _ Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT I COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 2 4 78 31 hi h ressure 13-Oct 80 75 2:28 2:32 200 400 78 hi h 13-Oct 75 70 2:35 2:35 200 400 10 0.3 88 31 pressure 13 Oct 70 65 2:37 2:38 200 500 5 0.2 93 31 hi h pressure 13-Oct 65 60 2:40 2:40 200 600 2 0.1 95 31 hi h pressure 13-Oct 60 55 2:43 2:43 200 400 8 0.2 103 31 hi h pressure 0.1 107 31 hi h pressure 13 Oct 55 50 2:47 2:47 200 500 4 i e broke 13-Oct 50 45 2:50 2:50 200 350 6 0.2 113 31 22-Oct 45 40 11:12 11:14 200 400 36 1.1 270 54 high pressure 1.1 305 54 high pressure 22 Oct 40 35 11:17 11:20 200 400 35 rout overflow 22 Oct 35 30 0:00 0:00 0 0 0 0 54 22-Oct 30 25 11:25 11:25 200 400 10 0.3 315 54 hi hpressure 22-Oct 25 20 11:28 11:29 200 450 10 0.3 325 54 hi h pressure 22-Oct 20 15 1133 11:33 200 400 5 0.2 330 54 high pressure TOTALS 209 6.4 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/633-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Zephyrhills Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 31 MAX DEPTH(ft.): 80 DATE: 10/10/08 Angled: Vertical: X ENGINEERS TECHNICIAN: S S Date DEPTH FEET TIME PRESS PSI) GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL I MAX STROKES CU.YD. TRUCK# NUMBER HEAVE 10-Oct 80 75 1:00 1:03 200 400 62 2.0 62 27 high pressure 10 Oct 75 70 1:05 1:06 200 400 10 0.3 72 27 high pressure 10-Oct 70 65 1:09 1:11 200 400 31 1.0 103 27 high pressure 10 Oct 65 60 1:13 1:25 200 300 202 6.6 305 27 end of truck 13-Oct 60 55 11:45 11:58 200 500 218 6.6 238 29 hi h pressure 13-Oct 55 50 12:01 12:05 200 300 53 1.6 291 29 1/10 slight lift 13-Oct 50 45 12:07 12:08 200 300 17 0.5 308 29 1/10 slight lift 13-Oct 45 40 12:11 12:11 200 600 3 0.1 311 29 high pressure 13-Oct 40 35 12:13 12:14 200 500 3 0.1 314 29 high pressure 13-Oct 35 30 12:16 12:16 200 300 7 0.2 321 29 1/10 slight lift 13-Oct 30 25 12:20 12:20 200 300 3 0.1 324 29 pipe lift 22-Oct 25 20 10:56 10:56 200 500 5 0.2 231 54 high pressure 22-Oct 20 15 10:58 10:58 200 500 2 0.1 233 54 hi h pressure 22 Oct 15 10 11:01 11:01 200 500 1 0.0 234 54 high pressure TOTALS 617 19.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY,STATE: Zephyrhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 32 MAX DEPTH(ft.): 80 DATE: 10/17/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE hi 17-Oct 80 75 213 2:14 00 0.8 23 ...i h ressure 400 23 100 47 hi h 17-Oct 75 70 217 2:22 200 400 77 2.6 pressure 4 5 47 hi h ressure 17-Oct 70 65 224 2:32 200 400 125 22 17-Oct 65 60 0:00 0:00 0 0 0 0 47 rout overflow 1.7 275 47 high pressure 17-Oct 60 55 2:38 2:41 200 400 50 0 8 300 47 end of truck 17-Oct 55 50 2:45 2:46 200 350 25 174 0.5 56 ressure 23-Oct 50 45 9:55 9:56 200 400 14 high high pressure 23-Oct 45 40 10:00 10:01 200 450 11 0.4 185 56 23-Oct 40 35 1004 10:04 200 500 3 0.1 188 56 high pressure 01 191 56 hi h 23 Oct 35 30 10:07 10:07 200 pressure 500 3 23-Oct 30 25 10:10 10:10 200 500 7 02 198 56 1/10 slight liftp 1 201 56 1/10 slight lift 23-Oct 25 20 10:15 10:15 200 400 3 204 56 1110 slight lift 23-Oct 20 15 1020 1 0.1 0:20 200 400 3 0.1 207 56 1/10 structure lift 23-Oct 15 10 10:25 10:25 200 400 3 TOTALS • 347 11.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Ze h rhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 33 MAX DEPTH(ft.): 55 DATE: 10/20/08 Angled: X Vertical: ENGINEERS TECHNICIAN: SS Date DEPTH FEE TIME PRESS(PSIL GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# NUMBER HEAVE hl 20-Oct 55 50 10:39 10:40 200 400 18 0.6 285 48 hressure 0 32 48 hi h ressure 20-Oct 50 45 10:43 10:45 200 400 35 1.1 rout overflow 20-Oct 45 40 0:00 0:00 0 0 0 0 48 p 48 hi h ressure 20-Oct 40 35 0:00 0:00 0 0 0 hi h pressure 20-Oct 35 30 11:47 11:48 200 400 9 0.3 9 49 0 7 34 49 1/10 sli ht lift 20-Oct 30 25 11:52 11:53 200 300 25 0.7 58 49 1/10 sli ht lift 20-Oct 25 20 11:58 11:59 200 300 24 20-Oct 20 15 12:03 12:03 200 400 4 0.1 62 49 high pressure 49 1/10 structure lift 20-Oct 15 10 12:06 12:06 200 350 6 0.2 68 TOTALS 121 3.7 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow, FL 33831 8631533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Ze h rhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 34 MAX DEPTH(ft.): 30 DATE: 10/23/08 Angled: X Vertical: ENGINEERS TECHNICIAN: S S Date DEPTH(FEET) TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT/ COMMENTS FROM TO START STOP INITIAL MAX STROKES I CU.YD. TRUCK# NUMBER HEAVE 0 2 120 57 hi h ressure 23-Oct 30 25 3:30 3:31 200 400 7 hi 23-Oct 25 20 3:35 3:35 200 400 3 0.1 123 57 h pressure hi h ressure 23-Oct 20 15 3:39 3:39 200 500 4 0.1 127 57 23-Oct 15 10 0:00 0:00 200 0 0 57 15-Jan 20-Jan 25-Jan TOTALS 14 0.5 MADRID ENGINEERING GROUP, INC. P.O. Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 COMPACTION GROUT LOG PROJECT NAME: Luckey Residence CITY, STATE: Ze h rhills, Florida MEG PROJECT NO.: 6616 GROUT POINT NO.: 35 MAX DEPTH(ft.): 30 DATE: 10/23/08 Angled: X Vertical: ENGINEERS TECHNICIAN: SS Date DEPTH FEET TIME PRESS PSI GROUT QUANTITY STROKES/ TRUCK LIFT! COMMENTS FROM TO START STOP INITIAL MAX STROKES CU.YD. TRUCK# high NUMBER 57 HEAVE fessure 10 0.3 35 23-Oct 30 25 2:37 2:37 200 450 0.5 ressure 15 23 Oct 25 20 2:40 2:41 200 400 0 2 56 57 hi h ressure 23-Oct 20 15 2:44 2:45 200 450 6 23-Oct 15 10 2:48 2:49 200 500 4 0.1 60 57 high pressure TOTALS 35 1.1 MADRID ENGINEERING GROUP,INC. P.O.Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 GROUT TRUCK LOG PROJECT NAME: Luckey Residence MEG PROJECT NO..6616 DATE: 10/312008 CITY,STATE: Ze h rhills,Florida ENGINEERS TECHNICIAN. S S Truck# Date Arrival Departure Slump Load Returned Pump Cap ]ac. Pins Usedf315 I Total Time Time (in) (cy) (cy) (CY/Stroke) 315 1 1013 1120 12:00 4.0 10.0 0.03175 Strokes/Pin Quantity/Pin 10.0 (CV) Truck# Date Arrival 7Departure Slump Load Returned Pump Capac. Pins Used 11 Total Time e (in) (cy) (cy) (CYlStroke) 248 2 10/3 12:5020 4.0 8.0 0.03226 Strokes!Pin 248 Quantity I Pin 8.0 8.0 (CV) fTruck#I Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 12 9 Total Time Time (in) (cy) (cy) (CYlStroke) 343 3 1013 2:10 335 4.0 10.0 0.029151 Strokes/Pin 13 330 Quantity/Pin 0.4 9.6 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 12 q35 ime Time (in) (cy) (cy) (CYlStroke)4 1013 300 4:25 4.0 10.00.03279 Strokes/Pin 305Quantity/Pin 10.0 (CV) Total Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 11 Time Time (in) (cy) (cy) (CY/stroke) 315 5 10/6 9:30 1025 4.0 10.0 0.03175 Strokes/Pin 315 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. I F Pins Used 12 Total Time Time (in) (cy) (cy) (CYlStroke) j305 6 10/6 1030 12:20 4.0 10.0 0.03279 Strokes/Pin 305 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 9 Total Time Time (in) (cy) (cy) (CY/Stroke) I310 7 10/6 12:45 1:30 40 10.0 0.03226 Strokes/Pin 310 Quantity/Pin 100 10.0 (CV) MADRID ENGINEERING GROUP,INC. P.O Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 GROUT TRUCK LOG PROJECT NAME Luckey Residence MEG PROJECT NO.. 6616 DATE: 10!6/2008 CITY,STATE: Ze h rhills,Florida ENGINEERS TECHNICIAN: S S Total Truck 1 # :: Arrival Dere Slump L Returned Pump Cac. Pins10Tim (in) ( (cy)6 2:15 3:00 4.0 10.0 0.03226 Strokes/Pin 310 10.0 Quantity!Pin 10.0 CY) Pins Used 11 9 Total Truck# Date Arrival Departure Slump Load Returned Pump Capac Time Time (in) (cy) (cy) (CY/Stroke) 311 9 10/7 7:30 9:10 4.0 10.0 0 03215 Strokes/Pin 296 15 Quantity!Pin 9.5 05 10.0 (CV) Total Truck#1 Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 9 Time Time (in) (cy) (cy) (CY/Stroke) 300 10 1017 830 945 40 10.0 0.03333 [Strokes!Pin 300 10.0 Quantity/Pin 10.0 (CV) Total Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 10 Time Time (in) (cy) (cy) (CY/Stroke) 315 11 1017 10:40 1140 4.0 10.0 0.03175 Strokes!Pin 315 10.0 Quantity(Pin 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 7 Total Time Time (in) (cy) (cy) (CYlStroke) 310 12 1017 11:30 12:25 4.0 10.0 0.03226 Strokes I Pin 310 10.0 Quantity/Pin 10.0 (CV) rTotal Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 5 Time Time (in) (cy) (cy) (CY/Stroke) 325 13 1017 1:30 2:50 4.0 100 0.03077 Strokes(Pin 325 10.0 Quantity(Pin 100 (CV) Total Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 3 Time Time (in) (cy) (cy) (CY/Stroke) I320 14 1017 2:00 420 4.0 10.0 0.03125 Strokes/Pin 320 10.0 Quantity!Pin 10.0 (CV) MADRID ENGINEERING GROUP,INC. P.O Box 2506 Bartow,FL 33831 863/533-9007 FAX 8631533-8997 GROUT TRUCK LOG PROJECT NAME. Luckey Residence MEG PROJECT NO.. 6616 DATE: 1018/2008 CITY,STATE: Zephyrhills,rhills,Florida ENGINEERS TECHNICIAN: S S =* DateArrival Departure Slump Load Returned Pump Capac. Pins Used 9 10 Totai Time Time (in) (cy) (cy) (CYIStroke) L310 820 9:35 4.0 10.0 0.03226 [Strokes!Pin 296 14 Quantity I Pin 95 05 10.0 (CV) Truck# Date Arrival Departure Slump L=(cy) mp Capac. Pins Used 10 12 Total Time Time (in) (cy) CY/Stroke) 320900 1030 4.0 1 0.03125 Strokes/Pin 68 252 Quantity/Pin 2.1 7.9 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. rns Used 7 Total Time Time (in) (cy) (cy) (CY/Stroke) 310 17 10/8 1110 12:00 4.0 10.0 0.03226 Strokes/Pin 310 Quantity I Pin 10.0 10.0 (CV) =DateArrival I Departure Slump Load Returned Pump Capac. I F' ns Used 5 Total Time (in) (cy) (cy) (CYIStroke) 295 12:50 4.0 10.0 0.03390 Strokes/Pin 295 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 3 Total Time Time (in) (cy) (cy) (CYIStroke) 310 19 1018 110 1:50 4.0 10.0 0.03226 Strokes/Pin 310 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 4 Total Time Time (in) (cy) (cy) (CYIStroke)J L310 20 1018 2:20 330 4.0 10.0 0.03226 Strokes/Pin 310 Quantity!Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 7 Tot1. al Time Time (in) (cy) (cy) (CYIStroke) 310 21 10/9 830 9:40 4.0 10.0 0.03226 Strokes!Pin 310 Quantity!Pin 10.0 10.0 (CV) MADRID ENGINEERING GROUP,INC. P.O.Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 GROUT TRUCK LOG PROJECT NAME. Luckey Residence CITY,STATE.Ze h hills,Florida MEG PROJECT NO 6616 DATE: 10/09/08 ENGINEERS TECHNICIAN: S S [TruckP10:20 rrival Departure Slump Load Returned Pump Capac. Pins Used 5 3 Total ime Time (in) (cy) (cy) (CY/Stroke) 315 19 12:30 40 10.0 0.03175 Strokes /Pin 86 229 Quantity/Pin 2.7 73 10.0 (CY) 12c3 # Date Arrival Departure Slump Load Returned Pump Capac. f Pins Used 4 1 Total Time Time (in) (cy) (cy) (CY/Stroke) 330 10/9 150 4:30 4.0 10.0 0.03030 Strokes I Pin 134 196 Quantity/Pin 4.1 5.9 10.0 (CY) M24 Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 7 Total Time Time (in) (cy) (cy) (CY/Stroke) 301 10110 740 905 4.0 10.0 0.03322 Strokes!Pin 301 Quantity I Pin 10.0 10.0 (CV) Truck# Date Arrival DepartureMiumpELoadReturned Pump Capac. Pins Used 1Total Time Time (cy) (CY/Stroke) 310 25 10/10 830 9:40 0.03226 Strokes/Pin 310 Quantity/Pin 10.0 10 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 2 Total Time Time (in) (cy) (cy) (CY/Stroke) 305 26 10/10 1035 11:10 4.0 10.0 0.03279 Strokes/Pin 305 Quantity/Pin 10.0 10.0 (CV) 727 # Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 31 Total Time Time (in) (cy) (cy) (CY/Stroke) 305 10/10 12:45 1:45 4.0 10.0 0.03279 Strokes!Pin 305 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. I Pins Used 1 2 Total Time Time (in) (cy) (cy) (CY/Stroke) I325 28 10/13 9:45 11:15 4.0 10.0 0.03077 Strokes/Pin 270 55 Quantity/Pin 8.3 1.7 10.0 (CY) MADRID ENGINEERING GROUP,INC. P 0 Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 GROUT TRUCK LOG PROJECT NAME: Luckey Residence CITY,STATE: Ze h!hills,Florida MEG PROJECT NO. 6616 DATE: 10113!08 ENGINEERS TECHNICIAN: S S Truck# Date Arrival Departure Slump Load Retumed Pump Capac. Pins Used 2 31 29 Total Time Time (in) (cy) (cy) (CY/Stroke) 330 29 10113 11:10 12:45 4.0 10.0 0.03030 Strokes I Pin 20 304 6 Quantity/Pin 0.6 9.2 0.2 10.0 (CY) Truck# Date Arrival Departure Slump=0.03125 Pins Used 29 Total Time Time (in) 320 30 10113 12:30 1:20 4.0 I Strokes I Pin 320 Quantity I Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump =Retumed Pins Used 30 27 otal Time Time (in) 32531 10!13 220 3:45 40 Strokes l Pin 113 212 Quantity/Pin 3.5 6.5 10.0 (CY) =0/14 Departure=0. mp Capac. Pins Used 29 Total Time Y/Stroke) 330 9:15 03030 Strokes/Pin 330 Quantity/Pin 100 10.0 CY) T ruck# rrival DepartureMSIumPLoad Returned Pump Capac. Pins Used 27 Total ime Time (cy) (cy) (CY/Stroke) 320 9:30 10:1510.0 0.03125 Strokes I Pin 320 Quantity/Pin 100 10.0 (CV) �34 # Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 28 Total Time Time (in) (cy) (cy) (CY/stroke)j I325 10/14 12:35 1:20 4.0 100 0.03077 Strokes/Pin 325 Quantity I Pin 10.0 10.0 CY) 135 # Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 25 Total Time Time (in) (cy) (cy) (CY/Stroke) I325 10/14 1:00 2:10 4.0 10.0 0.03077 Strokes I Pin 325 Quantity/Pin 10.0 10.0 (CV) MADRID ENGINEERING GROUP,INC. P.O.Box 2506 Bartow,FL 33831 8631533-9007 FAX 8631533-8997 GROUT TRUCK LOG PROJECT NAME: Luckey Residence MEG PROJECT NO.: 6616 DATE: 10/14/08 CITY,STATE: Ze h rhills,Florida ENGINEERS TECHNICIAN: SS Total Truck# Date Arrival I FnMEJump Capac. Pins Used 26 Time (CY/Stroke) 315 36 10/14 300 0,03175 Strokes/Pin 315 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Sl=(Cy) (c mp Capac. Pins Used 29 27 28 Total Time Time ( CY/Stroke) 330 37 10/15 950 10:10 4 0.03030 Strokes!Pin 163 141 26 Quantity/Pin 4.9 4.3 0.8 10.0 (CV) Truck# Date Arrival DETime Sl=(cy) c. Pins Used 28 25 Total Time ( e) 33538 10/15 8:45 Strokes/Pin 102 233 Quantity!Pin 3.0 70 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 26 Total Time _Time (in) (cy) (cy) (CY/Stroke) 320 39 10/15 11:30110 4.0 10.0 0.03125 Strokes/Pin 320 Quantity l Pin 10.0 10.0 (CV) Truck# Date Arrival =4.0 turned_Pump Cap ] Pins Used 23 Total Time _Time (cy) (CYlStroke) 320 40 10/15 330 0.03125 Strokes/Pin 320 Quantity/Pin 10.0 10.0 I_(CV) Truck# Date Arrival M7=0.03279 Pump Capac. Pins Used 25 Total Time (CV/Stroke) 305 41 10/16 830 0.03279 [Strokes/Pin 305 Quantity/Pin 10 0 10.0 I_(CV) Pins Used 26 23 Truck# Date Arrival Departure Slump Load _Returned Pump Capa) Time Time (in) (cy) (cy) (CY/Stroke Total 335 42 10116 1200 1:15 4.0 10.0 0.02985 Strokes!Pin Pin 67 268 Quantity!Pin 2.0 8.0 10.0 )CV) MADRID ENGINEERING GROUP,INC. P.O.Box 2506 Bartow,FL 33831 863/533-9007 FAX 8631533-8997 GROUT TRUCK LOG PROJECT NAME. Luckey Residence CITY,STATE: Ze h rhills,Florida MEG PROJECT NO.'. 6616 DATE. 10/16/08 ENGINEERS TECHNICIAN: S S Truck# •Date Arrival Departure Slump Load RetH(u�0 Capac. Pins Used 24 Total Time Time (in) (cy) ( Stroke) 31010/16 3:15 4:00 4 0 10.03226 Strokes/Pin 310 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 25 23 Total Time Time (in) (cy) (cy) (CYIStroke) 320 44 10117 815 9:40 4.0 10.0 0.03125 Strokes/Pin 88 232 Quantity/Pin 2.8 7.3 10.0 (CV) Truck# Date !Time val Departure Slump Load Returned Pump Capac. Pins Used 21 22 Total Time (in) (cy) (cy) (CY/Stroke) J330 45 10/17 0 12:10 40 10.0 0.03030 Strokes I Pin 213 117 Quantity/Pin 6.5 35 10.0 (CV) Truck# Date Arrival Departure Sl7n) Returned Pump Capac. Pins Used 19 Total Time Time ( (cy) (CY/Stroke) 305 46 10/17 12:20 115 4 0.03279 Strokes I Pin 305 Quantity/Pin 10.0 10,0 CY) M17 Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 32 Total Time Time (in) (cy) (cy) (CY/Stroke) 300 10/17 12:00 3:00 4.0 10.0 0.03333 Strokes/Pin 300 Quantity I Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 16 33 Total Time Time (in) (cy) (cy) (CY/Stroke) 320 48 10120 9:20 11:00 4.0 10.0 0.03125 Strokes/Pin 267 53 Quantity/Pin 83 1.7 10.0 CY) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 33 12 17 Total Time Time (in) (cy) (cy) (CV/Stroke) 340 49 10/20 11:40 215 4.0 10.0 0.02941 Strokes/Pin 68 102 170 Quantity/Pin 2.0 3.0 5.0 10.0 (CV) MADRID ENGINEERING GROUP,INC. P.O Box 2506 Bartow,FL 33831 863/533-9007 FAX 8631533-8997 GROUT TRUCK LOG PROJECT NAME: Luckey Residence MEG PROJECT NO.:6616 DATE: 10120/2008 CITY,STATE Ze h rhills,Florida ENGINEERS TECHNICIAN. SS :Truc,#=A,rivalSlump Load Returned Pump Capac. Pins Used 15 13Total (in) (cy) (cy) (CY/Stroke) 330 4.0 10.0 0.03030 Strokes/Pin 243 87 Quantity!Pin 74 2.6 10.0 (CV) Truck# Date Arrival Departure SlumpHLoadRetu�rnecl EPins Used 13 14 17 Total Time Time (in) 330 51 10121 800 10:30 4.0 Strokes/Pin 160 156 14 Quantity I Pin 4.8 4.7 0.4 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Cap f Pins Used 17 20 23 Total Time Time (in) (cy) )cy) (CY/Stroke) L330 52 10/21 1000 125 4.0 10.0 0.03030 Strokes/Pin 167 140 23 Quantity i Pin 5.1 4.2 07 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 23 22 Total Time Time (in) (cy) (cy) (CY/Stroke) 338 53 10/21 12:45 320 4.0 10,0 0.02959 Strokes/Pin 102 236 Quantity/Pin 3.0 70 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. Pins Used 8 6 2 31 30 Total Time Time (in) (cy) (cy) (CY/Stroke) 330 54 10/22 815 11:45 4.0 10.0 0.03030 Strokes/Pin 130 56 40 8 96 Quantity/Pin 3.9 1.7 1.2 0.2 2.9 10,0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. IPins Used 19 Total Time Time (in) (cy) (cy) (CY/Stroke) 320 55 10122 11:00 1245 4.0 10.0 0.03125 Strokes I Pin 320 Quantity/Pin 10.0 10.0 (CV) Truck# Date Arrival Departure Slump Load Returned Pump Capac. rpins Used 19 32 Total Time Time (in) (cy) (cy) (CY/Stroke) L207 56 10/23 830 1045 4.0 10.0 3.3 0.03237 Strokes/Pin 160 47 Quantity I Pin 52 1.5 6.7 (CV) MADRID ENGINEERING GROUP,INC. P.O Box 2506 Bartow,FL 33831 863/533-9007 FAX 863/533-8997 GROUT TRUCK LOG PROJECT NAME: Luckey Residence MEG PROJECT NO 6616 DATE: 10/23108 CITY,STATE:Ze h rhills,Florida ENGINEERS TECHNICIAN. S S Pins Used 18 35 24 34 Total Truck# Date Arrival Departure Slump Lcad Retcrned PCYIStroke) 127 57 10123 2:30 4:00 4.0 10.0 5.9 0.03228 Strokes 1 Pin 25 35 53 14 4.1 Quantity I Pin CY) N (a U I0 o 3 N . P3:3 a:3 a•:3 9:j a 3 � a j Ca : P Ca +'a Q'3 tD3Na- 3 O�l 33 39 ' 39 �37.3��:a M :`•; '.. �3 O o 0 0 O O C O L� I n 00 T (14) apea mola8 q daa C4 N II Io /& NIJ/ @�\,, � �,! � @ | a � �' m� i �, l : i �, ; N \ \in , ,g • ] \ { } § N O } \ \ \ § O " \ l § U � � ' \ 2 - IC > } j: (O t �; � :V \ / �R:� � / ©� � \ �� \'�� 2: : § �. � � �' \\ } \ � /` / % ! : ! N � ' � \} \ � �/j {& S i \/� � . � » �® ° _ ^. . ; , ' \ \9, i i � ._ �k\ i l }, \ ,;' , ` f »\,' , . �\ /� / � �[f�� ' ` o S @ N ? 7 $ \ $ $ | ( ape 9 MOI0 40©O N (Q • U 0 0 V! L i+ E O M 3 M '^ m o a 0 O U N O M L %O I (N M C O O O O O O O 0 C 0 0 U N- CO N (�1) apeag MORRS 4}dad S' auc1 .. ENGIJ JU1TG AND INSPECTIONS, INC. SEI FAX Attention: Date: 3A0 . O9 Company: EctJLbkTh..c..L Fax: 3 0°l . BC* ( Number of Pages(Including Cover Page): Subject: k SC.] ._. �� _ �-.�4 � ._•� -«._y.,ry ....::=-�r--s•"�:� cuss::- -i7—�' F�,}.. �zl` -..,. -ems ..-•. —k-' 'x:.?,..�.-r. ....-L'�=„'�`?.,'. r�x�._G'T,s. �..__' S _ r �."::4 4a: Sincerely, Structural Engineering &Inspections,Inc. 16105 N Florida Ave., Suite B Lutz, Florida 33549 813-849-5769 Office 813-849-5770 Fax 16105 N FLORIDA Ave.S rrw B,Lirrz,FL,33549 PH: (813) 8495769 FL EB No.9196 " FAX: (813) 849-5770 j •d Xd3 13rH3Ski1 dH T2 :22 6002 60 JOW V TRUC'"Tuit i.E'NGINEERING AND INSPECTIONS, INC. SEI March 10, 2009 Claim #: 59-D180-216 Conrad Caringal Claim Representative State Farm Florida Insurance Company 5404 Cypress Center Dr, Suite 200 Tampa,FL 33609 Re: Request to Readdress Shallow Grouting Sherman Luckey Residence 39119 Park Dr. Zephyrhills,FL 33542 Mr.Caringal, In our original inspection report and underpinning plans, we indicated, "Where voids are created between the structure and subgrade during the Ding operations, voids shall be filled after I ring is complete with cementations flowable fill under low pressure (4-5 psi max). The Plowable fill shall be used to fill the void spaces only and shall not be used to lift the slab.... " Given that the underpinning at the Luckey residence was for stabilization and for the closing of masonry cracks only,the structure was not lifted sufficiently to create a void between the slab or footing and subgrade to require shallow grouting. As always, if you should have any questions or need additional information,please feel free to contact us. Regards, t�tnrtt, Structural Engineering pecti AJII 'rr 7_____•_) - ---.- --- m. tk *i No. Chief Executive Officer �'�i, ps�•••= �� March 10, 2009'" rat It 4 G:\Statr Farm%0042 Sherman Luckey Park Dr Zephyrills Strocx Eval 59D18O-216\Follow up Letter 3.4.O9.doc Claim#: 59-DI80-216 I of 1 16105 N.FLORIDA AVE.,SUITE B,Lutz,FL 33549 P8: (813) 849-5769 ` FL EH Na. 9196 ` FAX: (813) 849-5770 Z -d XUA 13C213SH1 dH i :22 6002 60 JeW STRUCTURAL ENGINEERING AND INSPECTIONS, INC. SEI February 25,2009 Claim #59D-180-216 Conrad Caringal,Adjuster State Farm Insurance Tampa 5404 Cypress Center Dr, Suite 175 Tampa,FL,33609 Completion Monitoring Letter LUCKEY SHERMAN G&ALISE R Parcel ID#12-26-21-0030-00100-0090 39119 PARK DR Legal Description ZEPHYRHILLS,FL 33542-4690 Z HTS PB 5 PG 50 LOTS 9& 10 BLK 1 OR 1410 PG 623 Mr. Caringal, Pursuant to your request,on November 17,2008,November 20,2008,November 21,2008,November 24, 2008,February 26, 2009,February 18, 2009,and February 23, 2009 we monitored the installation of the pin pile system. r. t Picture 1 -Pile Installation Based on our monitoring,to the best of our knowledge and belief,Earth Tech,Inc.preformed the installation of the pin pile system and lifting procedures in general compliance with our pin pile plan pages 1-6, inspection report dated February 27,2008, and a follow up report October 3, 2008. See attached Appendix A for as-built drawing for fmal pile locations,Appendix B for depths and lifting amounts,Appendix C for Earth Tech,Inc.technical information. Our findings and conclusions are limited to the specific areas mentioned for the above referenced project and the structural items contained here within only. If field conditions change, are different than indicated, or additional damage is uncovered, it is the responsibility of the Certified Contractor to contact Structural Engineering and Inspections, Inc. Note: The retrofit filled cells had not been installed nor has the masonry cracks been repaired at the time of the last monitoring inspection. Claim# 59D-180-216 1 OF 2 16105 N.FLORIDA AvE., Seim B,LuTz,FL 33549 PH: (813) 849-5769 * PLEB No.9196 * FAx: (813) 849-5770 S'TRU ENGINEERING AND INSPECTIONS, INC. . SEI The stabilization and structural suitability of the geotechnical area within the influence zone of the foundation and/or building pad is the responsibility of others. The Sign and Seal on this project indicate Professional Engineering responsibility for the structural portion only. General Architecture,Life Safety,Accessibility,Electrical,Mechanical,Etc. are the responsibility of others. As always, if you should have any questions or need additional information,please feel free to contact us. g1 Enginee ' nd Inspections,Inc. yron K.Ander on, Chief Execu ' e icer February 2 008 G:\State Farm\80042 Sherman Luckey Park Dr Zephyrills Struct Eval 59D180-216\Completion Monitoring Letter.doc Claim# 59D-180-216 2 OF 2 16105 N.FLORIDA Ave., Surre B,Lu rz,FL 33549 PH: (813) 849-5769 • FLED No.9196 * FAx: (813) 849-5770 a � t0 O5 4Q A/G o3 N o�______Lbo �I 4 RF NE MASTER BEDROOM q ROOM/BATH ADDITION OI Y, �1• MAIN HOUSE I METER ii I I GELL GG TOELD RETROFIT II ICI � JM O' 0042 Date. 01/23/08 Gale: Drawn by: JAH hecked by:BK Revisions: 1 10/3/08 TIE s,sw AIm oR Tws DRarn+5 iloicA PROFE551 116 iE5PO1YalE IA PLAI5 AND�SEOIFIGATIOIG FOR --MI TIE 5TiUKTRAI PpnlgJ OF T1E FLORIDA B/l CODE (ZOOA EDRION W/30.^0 51GFLEMER91, 1001 pLY.6EIiRAL AROHITEOTN2,LIFF AccEsiwum,ELECTwcAL,PLuelws, w.www,ETc. n TIE Re-�olniealx of oTlE�es. T: AS-BUILT PIER PLACEMENT PLAN 5 �A D pE516N 15 VA FORA PERIOD OF YEAR AFTER TIE DATE IT IS OR 4NfIL A IEFER SCALE �y y ��I�OII� F�yR15DIOTION,5 r- = i'y/' 1 C O O O O O b � b o o, ,� :� 00 00 00 00 00 0 0 Q N N N N N ►j ci) o M 00 rf N 1p � S+ E.., O () w Q i M : 0000 0000 00 00 00 00 L j U N M N N N Wl M N .fir M N N --� N N Cn O� c� = 3z q r O C^ M � O O O 00 N O 00 N O O Q o h h od � z ti Appendix C THREAD: 2TPI (.500P) as nac _ I _ _ __ _ R 7 3: 8 3 � MATERIAL ASTM A106 GR B ASTMA53GRB - 2-7/8 OD X .313 WALL UNDERPINNING THD. JOINT FOR REFERENCE CY EARTH TECH I 1 PA,am 22*=; i ~af8 Ol7ol: SC MISroe w wi war SWA. FL.3&M EI e Appendix C :lr THREAD: 2TPI (.500P) &5' ti 37 3/8 MATERIAL. ASTM Ai.os GR B 3.0 OD x .25D WAU UNDERP R G TED. JOINT FOR REFERENCE ONLY EARTH TECH wa ewa xr m Appendix C ti THREAD: 2TPI (.500P) a�• o � ao 373/8 MATERIAL ASTM A106 GR B ASTM A53 GR B 3.5 OD X .250 WALL r np P FRENCE ONLY EARTH TECH R �ro�gyros : a..,n". NIS Ia..wi.ws.ae Appendix C•f1 ro e acrr�o V i BRACKET TO PIPE ATTACHMENT FOR RFFFRFNCE ONLY EARTH- TECrus H Ifi19@: rREj : 0 Appendix C 0 pie anos-aan QJ AE O111± 6ERIA.� A I-1/B-12 GR8 NUT B 2 25X4 DOM ,TUBING C 4i6 :H BEAM A942/A572 GR 50 SLAB LIFTING BEAM D ./44764 HB.S E 2 :2553-1/4 DOS( TrJDn FOR REFERENCE ONLY EARTH TECH "I.WW.37IRl' SLAB LIR 9E#Y 7wwN�FIL..iSMbi Appendix C .,.y tCW J.�li7�D SLAB LIFTING BEAM ATTACHMENT FOR REFERENCE ONLY EARTH TECH I - 1B T1 W.W M 3WS W EA7l:: Appendix C C� r NATERUL'.SPECS /r .A' 9i5 OD .X .25 #ALL X 8 CD3 A-519 / 8 X 8 .X 1/2 X 24 A98 O is artaM.a _____ L REGULAR BRACKET FOR REFERENCE ONLY EARTH TECH F" HIS REG. BRACK Appendix C "B" PIPE SIZE: "A„ "B„ 2-7/8" 3-1/4" 2-1/2 ' 3.0 3-3/8" 2-3/4' 3.5' 4.0" 3-1/4 ri FRICTION RThGS MAIL: D.O.M. TUBING FOR REFERENCE ONLY EARTH TECH 1 J PCIL: WM icuoii,eta 2620 Hunt Road I Land 0' Lakes, Florida 34638 EARTH TECH P.O. Box 274128 I Tampa, Florida 33688 Telephone: 813-909-8000 GEOTECHNICAL CONSTRUCTION SERVICES Facsimile: 813-909-8001 1/23/09 Residential Sinkhole Solutions Compaction Grouting Underpinning City of Zephyrhills Commercial Soil Stabilization Jet Grouting Soil Nails Pressure Grouting Compaction Grouting Dear Buiding Department,, Please extend errrlit 8156, Luckey Residence for 90 days. We have had contruction delays and have finis d sect. However, we are waiting on the completion report from the engineers to fins rmit out. I have enclosed a check for$15.00. Kindest regards, Denise 813-714-0585O I www.floridasinkhole.com pj.,iJ ::.........:::.. City.of Zephyrhills S BUILDING PLAN REVIEW'COMMENT Contractor/Homeowner: Date Received: Site: �b . permit Type: ved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: Agpro This con3mflt41 `kept with the pemut and/or pl C n and/or: Homeowner Kalvin Switzer-P1 xam Date iner when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 5 Deb Received phone Contact for S O — 0 .. owners Name 5 46PJ 1A Cs►.v pi LI S E, Ps- LUCK( Owner Phone Number 813— —023 Owners Address 31 I l q Pot rk Drive h rht 115 I Owner Phone Number I Fee Simple Titleholder Name —S C1 fv�p_ Owner Phone Number Fee Simple Titleholder Address I — L-' JOB ADDRESS POtS'k Drive byrh%115 33542-41-ln9cI LOT# q '+ to SUBDIVISION Z -T5 PARCELID# Ob30`" 0dtc0- Ob''IO (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR ADD/ALT SIGN Q MOVE DEMOLISH INSTALL REPAIR PROPOSED USE /Q SFR m COMM Q OTHER TYPE OF CONSTRUCTION © BLOCK �, FRAME /Q STEEL /Q OTHER I / DESCRIPTION OF WORK br tl ► 'E > t s-\th,1 I 1 Ze i hK o le Cord i(10TH BUILDING SIZE I SO FOOTAGE I HEIGHT BUILDING $ 12 1 1 O ct© s�!\ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL S OC / W AMP SERVICE PROGRESS ENERGY E2 W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING © SPECIALTY J OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA EYES 1NO BUILDER COMPANY ['WV t -e 3rd' SIGNATURE '' --�_�}y REGISTERED YIN FEE CURRENT Y/N Address �� VYIt Litz %a FL-I 34(03 License# IC O(O I 13� ELECTRICIAN �� COMPANY SIGNATURE REGISTERED Y/ N I FEE CURRENT I Y/N Address I License# PLUMBER / COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENT I Y/N N Address License# MECHANICAL ,/ COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y I N Address T License# OTHER COMPANY SIGNATURE / REGISTERED I YIN I FEE CURRENT I Y/N Address I License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsile,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work_Permit for all new projects All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized K over$2500.a Notice of Comm.ncsment Is required. (A/C upgrades over$5000) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter Ron public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they maybe required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the downer or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an Indication that he Is not properly licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION UEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER"S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A"in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,after,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this by — - i persarsally known to me or a produced- VTsrere personally known to me or ha ave produced as identification, as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 2620 Hunt Road I Land O' Lakes, Florida 34638 EARTH TECH P.O. Box 274128 I Tampa, Ronda 33688 Telephone: 813-909-8000 GEOTECHNICAL CONSTRUCTION ,SERVICES Facsimile: 813-909-8001 Residential Sinkhole Solutions Jul 1, 2008 Compaction Grouting July Underpinning Commercial Soil Stabilization Jet Grouting City of Zephyrhills Building Services Department Soil Nails 5335 8 ' Street Pressure Grouting Compaction Grouting Zephyrhills, FL 33542 Dear Madam/Sir: I, Ron Broadrick, hold the Certified General Contractor's License for Earth Tech, Inc. My contractor number is CGC061734. I,hereby authorize,Ms.Denise M.Morrone(FL DL#:M650-164-61-755-0), Ms.Amy Bruggeman (FL DL#: B625-000-61-942-0), Mr. Dean Olivanti(FL DL#: O415-161-64-255-0), and Mr. John P. Costello (FL DL#: C234-475-50-258-0) to secure building permits from the City of Zephyrhills Building Department on my behalf. If there is any additional information that you require to process this request, please contact me at 813-909-8000. Sincerely, Earth Tech, Inc. Ron L. Broadrick President SWORN TO AND SUBSCRIBED before me this ( day of , 2008, by Ron Broadrick, who is personally known to me and did take an oath. l My Commissions Expire \ett C8/j .,, _' 0812612011 NOTARY PUBLIC _ NOTARY PUBLIC - STATE OF FLORIDA Commissioo# 682I56.. c cQ'�� llntt�� www.floridasinkhole.com El PASCO COUNTY BUSINESS TAX RECEIPT 2007-08 Issued pursuant and subject to Florida Statutes and Pasco County Ordinances. Issuance does not certify compliance with zoning or other laws. This receipt must be posted conspicuously in place of business. Expires September 30. ACCOUNT NO: 37576 Mike Olson TYPE OF BUSINESS: SIC CODE: 1522 TAX COLLAR GENERAL CONTRACTOR PASCO COUNTY FLORIDA LOCATION ADDRESS: 2620 HUNT ROAD .•4�°` bf o LAND 0 LAKES EARTH TECH INC 2620 HUNT ROAD LAND 0 LAKES FL 34638-4338 a- • DATE RECEIPT AMOUNT `��.._•°`.•' 07/18/07 525847 76.25 i11 h1'11IIII1111'll'llIufll'll"I,II'1'III11111'I'1111'Ii.I _ CERTtF1CATE OF UABTUTY INSURANCE 1KtSFICA`€E 1S: AS A CFA �t OF A Y .ANU .CONFERS.i Or RIGHTS UPOfI THE CERWICATE t3iivanti insurant SeFVIC?S, Inc. � t E NO .AMEA..-EXTEND-OR. 325 Lintower Dr. ALTER THE COVERAGE AFFORDED BY THE POUCIES_BELOWI. LAND-O-LA}&ES,-FL 34638 I2�R - FF AGE _AI J. INSURERA fi` tl`StS i COMP ►i ' t22&20--HLftT RTH.TECH,INC_ :Ns .ai:.NATIONAL-INDE IANI1 F?D. sic: AMEPMAN.•INTE.E NATION-a- Kr fL 34636. INSURER E: COVERAGES TH EPOLICIES IES OF INSURANCE LISTED BELOW HAVE Bt-E1:rS! B TO THE INSURC NCJvQC{�;8£3�C f TtfC F{SLSC`f'>!rlfflD{?:D:CQFED r:OTWiTHuT?Ivt3{:G ANY. QUIREMENT,TERM OR CONDrnON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE-MAY BE ISSUED OR RTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS,:EXCLUSIONS AND CONDITIONS OF SUCH S:A»REOATEtIM TSSfiOWiiiMAYHAVEBEENREDifC€DBYPAIDCLAIMS:• POL.ICYNUMBER .POiJGY.'Dff i1DN -. ;, LIMITS .. t _ EACYi�t7C{3RS 41C E : 1,000,000 Y GENERALLIABALITY CC) fNRfE c LeE1SERALL5ABILfTY i. 14,1 11S13 ____ce $ -CLAIMS MADE �OCCUR- irr ( ME0F�CP(Myoneperson) - $ .5,00t} YIG 82 �1 !J�-v4]- 141 PFR.SONAI AAOV INJURY 1 1r. '.. PRODUCTS-COMP)OPAGG $ 2 000,00 GENL AGGREGATE LWT AM:IE&PF:R: !!! -Y POLICY r-i I : AUTOMOBILE LIABILITY i - t__.`C w-oSi)vE�EE LT ALLOWf2[{fAUTL3S BODLYINJURY ` SCHEDULED AUTOS 74APS015522 07/04/08 .07/04/09 y i HIRED AUTOS y/ PereccfAenl 1$ -NON-00Y EDAUT05 .�. PROPERTY-DAMAGE $. GARAGE LIABILITY 1. I i iAUTO ONLY_EA ACCIDENT i'$ It--II >sn nv a EA ACC $ ANY AUTO i AUTn ONLY: $ EACHOCCURRENCE $ + EXCESS/UMBRELLA LLA$IUTY AGGREGATE j C "f OCCUR �CLAIMS MADE ,7 C.�G/� .{ p��+��-7 p�.�.�/�� _BE25D.1.1 8/2310 8123.W -_ - RETEF4TON s4 0 $ _ -..wc' one • WORKERS COMPENSATION AND - I T. F 0YERs r E.LEACHACCIDENT $ 500,000 ANPPROARIETDRIPAXECU77YE $3f3=32$25 21fl11t}7 121©ilU8 EL DSEftE-EA-EMHLOYEs-$ .500,000 Q�-�fl.Fyr,CUJDEO iJL1FD'j Hyes des�eeu F-LDiSEASE POLICYUMTT $ 500;000 SPECIAL PROYISK)NS betaw OThER .. �C�iOKOFf�ATfOtiSfi.�EATfOMSf•�tttr�t cSIE7E6L{i5dE3t19AB13ff39Y- Tf�rsat..p CERTIFICATE HOLDER CANCELLATION auafia��,nsov>:arm-resrret�aa�r�T+�s*I• CLTY OF ZEPI-1YR14U-LS cu T ThER Te :sraeec wsL a� sarAeL 30 o*s -- -5335-S 'STREET s�vrx m car xr� ra agr aorr�Lx To so L .`I RHILt-S,_FL 33542 _ iupoSs No cu"TKW OR UABUTYY OF ARY KIP UPON THE INS JEER rrs AGENTS OR _REPRESENTA,TWE� aT S/ 1988 ACORO Z5 tWOIMM STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1540 NORTH MONROE STREET •� OO TALLAHASSEE FL 32399-0783 BROADRICK, RON LEWIS EARTH TECH INC 2620 HUNT RD LAND O'LAKES FL 34639 STATE OF FLORIDA 378 8 38 Congratulations! With this license you become one of the nearly one million DEPARTMENTDEPARTMENT OF BUSIAC#NESS D Floridians licensed by the Department of Business and Professional Regulation. = PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. 5 CGC061734 05/15/08 077052564 Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalicense.com. CERTIFIED GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that BRO.ADRICK, RON "LEWIS impact you,subscribe to department newsletters and learn more about the EARTH TECH INC Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! IS..-eERTIFXED wador the provis oas o ch 4s9; Fs RMP"i-on_ tes 'AU".-_2020 L0805 5Oa663___ DETACH HERE AC# 3788384 F .O DA DEPARTNENT OF. SI S. PROFESSIONAL REG LI TION CON RY LICENSING BOARD 6GZ#L08051500683 a "ed ICI ' ]E �a � t. Under j$ rovi4.ons o _BROEARTDRICL RON LEWISH: ITP � 6t 2620•N 1 LAND OLAKES :FL 39639 } �w i iii uN.d Ptr. ei'N - i � u 's _ — �•` _ F,t _ i: CHARLIE CRIST CHUCK DRAGO GOVERNOR O + - - INTERIM SECRETARY !i = DISPLAY AS REQUIRED BY LAW OR BK 7871 PG 1364 • 2 of 2 IND I UAL OWNER(S): ' nature Signature (Printed Name) (Printed Name) CORPORATE/LLC/PARTNERSHIPITRUST OWNER(S): Name of Corporation/LLC/Partnership/Trust Name of Corporation/LLC/Partnership/Trust By: By: Signature of authorized Officer/Director/Partner/ Signature of authorized Officer/Director/Partner/ Manager/Trustee Manager/Trustee Printed Name: Printed Name: Title: Title: INDIVIDUAL ACKNOWLEDGMENT: STATE OF FLORIDA fj COUNTY OF ' (LSCC) The foregoing instrument was acknowledged before me thtj day of A , 200 by /Q L (name of person [s]),who personally appeared befor=r•+�-��d who is/ re personally known to me or who prod ced L Dr, acres L . 's as identification. (SEAL) NOTARY PUBLIC-STATE OF FLOP,.";a Denise D, MorroI1e tItary Public-State of Florida Commission#DD582223 ^•,�?7.- Tres: y ExP SEP ]7, 20?0 COMPANY ORD rA� 1�CyW EDGMENT: STATE OF FLORIDA COUNTY OF IA The foregoing instrument was I g d before me this day of ,20 , by çliahie of person)as (type of authority, e.g. officer, manager, partner, trustee,attorney in f ct)for (name party a rty on behalf of whom instrument was executed),who personally appeared before me, and who is personally known to me or who produced as identification. (SEAL) Notary Public-State of Florida VERIFICATION PURSUANT TO'SECTION 92.525, FLORIDA STATUTES: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowle and belief. (Signature of Natural Person Signin Above) (Signature of Natural Person Signing Aboy G:VMy Documents\Dean%Earth Tech\Notice of Commencement Form(Earth Tech).wpd Page 2 of 2 STATE OF FLORIDA COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFIC . SS MY N&ANDOFFICIAL SEAL THIS AY OF C RK F C\ T COURT BY FTJT9Tl'EFFK IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illil IIIII IIIII IIII IIII 2008095858 Rcpt: 1189078 Rec: 18.50 DS: 0.00 IT: 0.00 Prepared by and return to: 06/27/08 Dpty Clerk Owner set forth below JED PITTMAN PASCO COUNTY CLERK 06/27/08 10:27am 1 of 2 OR BK 7871 PG 1363 Permit No.: Tax Folio No.: ') i Qc•c cr'�GC_ cC`.c,' NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property: +t 5 S fl6 5O Lr Fs ct 4 ►�, k I c«- lLtte t'( t,.2 3 Street address: -%ti ► c O- t- L. 2. General description of improvements: k Lt ie 3. Owner Name(s):51xe.mr n 6 - r'� t. R Owner Address: .35 ►(c, Pc L 1)r z p -' h t s t i- 33 5`t2 Owner Interest in Property: Fee Simple Name And Address of Fee Simple Title Holder(If Other than Owner): Na 4. Contractor Name and Address: Earth Tech, Inc 2620 Hunt Rd., Land 0' Lakes, FL 34638, 813-909-8000 5. Surety Name and Address (if any : 1 Surety Phone Number: Amount of Bond: $ 111 (A copy of such bond Is attached hereto and Incorporated herein) 6. Lender Name and Address (if any): IVI Lender Phone Number: 7. Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and Address: Al 1 Phone Number of designated persons: 4 8. In addition to himself/herself Owner designates , 'i9 of /y /1 (Z!Ø, to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone Number of person or entity designated by owner: ,ZIf9 9. Expiration date of this Notice of Commencement (the expiration date is one (1)year from date of recording unless a different date is specified herein) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 2