proposed turkey point units 6 and 7, submittal of underground … · 2012-12-05 · proposed turkey...

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0IPL. L-2011-388

10 CFR 52.3

September 15, 2011

U.S. Nuclear Regulatory CommissionAttn: Document Control DeskWashington, D.C. 20555-0001

Re: Florida Power & Light CompanyProposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041Submittal of Underground Injection Control ExploratoryWell Weekly Construction Summaries - #16, #17, and #18

Reference:

1. FPL Letter to NRC, L-2009-265 dated November 24, 2009, Revised HydrologyResponse to NRC Information Requests in COL Application Acceptance ReviewLetter

This letter provides the Underground Injection Control (UIC) weekly constructionsummaries #16 dated August 26, 2011, #17 dated September 2, 2011, and #18 datedSeptember 9, 2011, submitted to the Florida Department of Environmental Protection(FDEP) as required by Permit #0293962-001-UC, and discussed in FPL's RevisedResponse to NRC Information Requests in COL Application Acceptance Review Letter(Reference 1).

If you have any questions, or need additional information, please contact me at561-691-7490.

Sincerely,

William Maher

Senior Licensing Director - New Nuclear Projects

WDM/RFB

Enclosures:1. Florida Power & Light Company Turkey Point Units 6 & 7 Exploratory Well Project;

Permit #0293962-001-UC Weekly Construction Summary #16 datedAugust 26, 2011

2. Florida Power & Light Company Turkey Point Units 6 & 7 Exploratory Well Project;Permit #0293962-001 -UC Weekly Construction Summary #17 datedSeptember 2, 2011

Florida Power & Light Company

700 Universe Boulevard, Juno Beach, FL 33408

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388

3. Florida Power & Light Company Turkey Point Units 6 & 7 Exploratory Well Project;Permit #0293962-001 -UC Weekly Construction Summary #18 datedSeptember 9, 2011

cc:PTN 6 & 7 Project Manager, AP1000 Projects Branch 1, USNRC DNRL/NRORegional Administrator, Region II, USNRCSenior Resident Inspector, USNRC, Turkey Point Plant 3 & 4

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 1 Page 1 of 42

Enclosure 1

Florida Power & Light Company Turkey Point Units 6 & 7Exploratory Well Project; Permit #0293962-001 -UC

Weekly Construction Summary #16 dated August 26, 2011


WEEKLY CONSTRUCTION SUMMARY

McNabb Hydrogeologic Consulting, Inc.601 Heritage Drive, Suite 110Jupiter, Florida 33458Phone: 561-891-0763Fax: 561-623-5469

August 26, 2011 MHCDEP-11-0383

Mr. Joseph May, P.G.Florida Department of Environmental Protection400 N. Congress Ave, Suite 200West Palm Beach, FL 33401

RE: Florida Power & Light Company Turkey Point Units 6 & 7 Exploratory WellProject; Permit #0293962-001-UCWeekly Construction Summary #16

Dear Mr. May:

This is the sixteenth weekly construction summary for the above referenced project. Thereporting period for this weekly construction sumnmary began at 7:00 AM, Thursday,August 18, 2011 and ended at 7:00 AM, Thursday, August 25, 2011. Consultant and drillingcontractor daily reports were prepared for this reporting period. Copies of the consultantand drilling contractor daily construction logs are attached.

During the previous reporting period the drilling contractor drilled a pilot hole over theinterval from 1,543 to 2,026 feet below pad level (bpl) and cored the interval from 1,721.5feet bpl to 1,734.5 feet bpl.

During this reporting period, the drilling contractor drilled a pilot hole over the intervalfrom 2,026 feet bpl to 2,396 feet bpl. Pilot holedrilling was interrupted to allow coring ofthe intervals from 2,026 feet bpl to 2,040 feet bpl, 2,110 feet bpl to 2,124 feet bpl, and 2,288.3to 2,302.3 feet bpl. A core summary table providing the length of core recovered for each ofthe cored intervals is attached. A lithologic description of each of the cores is attached. Thedrilling contractor was preparing to collect another core at a starting depth of 2,396 feet bplat the end of the reporting period. Pilot hole water samples were collected at 90-footintervals during pilot hole drilling. The laboratory reports for the pilot hole water samplescollected during this reporting period were not available by the end of this reporting period.The data for the pilot hole water samples collected during this reporting period will beincluded in the next weekly construction summary. The data for the pilot hole watersampled collected during the previous reporting period are included in the attached pilothole water quality table. Deviation surveys were collected at 60-foot intervals during pilothole drilling. A deviation survey summary sheet is attached. Lithologic samples werecollected at 10-foot intervals during pilot hole drilling. A description of the lithologic

TP WEEKLY SUMMARY #16 FINAL


samples collected during this reporting period is attached. A daily kill material logproviding a summary of daily kill material and kill volume is attached.

There was no casing installation, cementing, packer testing, or exploratory welldevelopment during this reporting period. There were no construction related issuesduring this reporting period.

During the next reporting period, it is anticipated that the drilling contractor will continuepilot hole drilling and collecting cores.

In addition, sampling of the pad monitor wells began on April 21, 2011 and has been takingplace on a weekly basis since the initial sampling. The pad monitor wells were most recentlysampled on August 25, 2011. The most recent set of pad monitoring well sample resultsavailable is for samples collected on August 18, 2011. Sampling of the pad monitor wellsaround EW-1 will continue until drilling and testing of EW-1 has been completed. Copies ofthe pad monitor well water quality data summary sheets are attached.

Should you have any questions regarding the above weekly construction summary, pleasecontact David McNabb at (561) 891-0763.

..Sincerely,

* McNabb Hydr•ogeologic Consulting, Inc.

David McNabib P.G.

Attachments: Consultant Daily Construction LogLayne Christensen Company-Drilling Shift ReportPad Monitor Well Water Quality Data Summary SheetsCore Summary TableCore No.2-4 Lithologic DescriptionsDeviation Survey Summary SheetLithologic LogPilot Hole Water Quality SummaryDaily Kill Material Log

Cc: George Heuler/FDEP-TaHahasseeSteve Anderson/SFWMDMatthew Raffenberg/FPLDavid Holtz/HCE

Joe Haberfeld/FDEP-TallahasseeRon Reese/USGSDavid Paul/ FGS

IP WEEKLY SUMMARY #16 FINAL 2


77;)JSaLc~

McNabb Hydrogeologic Consulting, Inc.

Daily Construction Log

Date: August 18, 2011 FDEP UIC Permit #:0293962-00I-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 'A-inchStarting Depth: 2,026 feet bpl Ending Depth: 2,040 feet bplWeather Day: Clear to Cloudy, Hot Recorded By: Sally Durall/Eric MeyerWeather Night: Warm, Overcast, RainActivity: Pilot Hole Drilling and Coring

CONSTRUCTION ACTIVITIES

0700 The drilling contractor has drilled the pilot hole to a depth of 2,026 feet belowpad level (bpl) during the night shift. A coring depth was selected at 2,026 feetbpl and the drilling contractor is currently tripping into the borehole with thecore barrel.

0840 The drilling contractor begins installing the airline tubing inside the drill pipe tocirculate water during coring.

1005 The drilling contractor tags the bottom of the borehole at 2,026 feet bpl and thenpicks up the core barrel approximately 15 feet to begin circulating. The pump isnot working.

1020 Florida Spectrum Environmental Laboratory, Inc. has arrived on site to samplethe pad monitoring wells.

1100 The pump used for coring has been repaired. Begin circulation.1115 The drilling contractor begins coring (Core No. 2) from a depth of 2,026 feet bpl.1433 Core No. 2 has been drilled to the depth of 2,040 feet bpl. The drilling

contractor breaks off the core and prepares to trip the core barrel out of theborehole.

1555 The drilling contractor is currently preparing to kill the well.1700 Resume tripping the core barrel out of the borehole.1900 The drilling contractor's shift change takes place. There are 14 stands of drill

pipe in the borehole. The driller will continue to trip out slowly to prevent lossof core.

2130 The drilling contractor removed the core barrel from the borehole and preparedfor layout of Core No. 2. A total of 12 feet of core was collected.

2300 The drilling contractor prepares to resume pilot hole drilling.0015 The drilling contractor begins tripping the bit to bottom to resume pilot hole

drilling.0330 The drilling contractor has nearly completed the trip back into the borehole to

resume pilot hole drilling. The airline is being installed in the drill pipe forreverse-air circulation.

0425 The drilling contractor resumes drilling at the depth of 2,026 feet bpl.

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0500 Drilling the pilot hole at the depth of 2,031 feet bpl.0700 Drilling the pilot hole at the depth of 2,040 feet bpl.

081811 Page 2 of 2




Date: August 19, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 1/4-inchStarting Depth: 2,040 feet bpl Ending Depth: 2,110 feet bplWeather Day: Cloudy, Hot, Rain Recorded By: Sally Durall/Eric MeyerWeather Night: Warm, Overcast, RainActivity: Pilot Hole Drilling and Coring


0700 The second core was retrieved and the drilling contractor resumed drilling thepilot hole during the night shift. Currently the drilling contractor is drilling thepilot hole to a depth of 2,040 feet below pad level (bpl).

0845 Drilling the pilot hole at the depth of 2,055 feet bpl.1025 The kelly is down at 2,064 feet bpl and the drilling contractor is circulating the

borehole clean in preparation to collect a pilot hole water quality sample at 2,064and conduct a deviation survey at 2,024 feet bpl.

1045 The drilling contractor collects the pilot hole water quality sample at 2,064 feetbpl.

1055 The drilling contractor disconnects the drill pipe and trips the survey tool insidethe drill pipe to 2,024 feet bpl.

1130 The deviation survey is complete and the drilling contractor trips the surveytool out of the drill pipe. The deviation survey result is 0.3 degree.

1145 The drilling contractor makes a drill pipe connection (45 feet) and resumesdrilling the pilot hole from a depth of 2,064 feet bpl.

1245 Drilling the pilot hole at the depth of 2,070 feet bpl.1430 Drilling the pilot hole at the depth of 2,080 feet bpl.1545 Drilling the pilot hole at the depth of 2,091 feet bpl.1615 Drilling the pilot hole at the depth of 2,099 feet bpl.1645 Drilling the pilot hole at the depth of 2,110 feet bpl. The consulthig geologist

has selected the depth of 2,110 feet bpl for collection of Core No. 3.1900 The drilling contractor's shift change takes place. Fluid circulation continues in

preparation for drill bit removal.1940 A deviation survey was conducted at the depth of 2,084 feet bpl; the result of the

survey is 0.5 degrees.1955 The drilling contractor begins airline removal in preparation for tripping the bit.2015 The drilling begins tripping the bit from the borehole.0100 The drilling contractor begins tripping the core barrel into the borehole; the

blow out preventer is reassembled.

081911 Page 1 of 2



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0345 The drilling contractor continues tripping the core barrel to the bottom of theborehole.

0530 The drilling contractor has tripped the core barrel to 2,110 feet bpl.0535 The core barrel is at the depth of 2,101 feet bpl.0700 The drilling contractor continues preparing to core.

081911 Page 2 of 2




Date: August 20, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 ¼4-inchStarting Depth: 2,110 feet bpl Ending Depth: 2,244 feet bplWeather Day: Cloudy, Hot Recorded By: Sally Durall/Eric MeyerWeather Night: Warm, Clear/RainActivity: Pilot Hole Drilling and Coring


0700 A core depth was selected yesterday afternoon at a depth of 2,110 feet belowpad level (bpl). The night shift prepared the borehole for coring and has trippedin with the core barrel. The drilling contractor currently is preparing to core.

0815 The drilling contractor tags the bottom of the borehole at 2,110 feet bpl and thenpicks up the core barrel approximately 15 feet to beghi circulating. Thepumping rate is approximately 39 gallons per minute (gpm).

0830 The drilling contractor begins coring from a depth of 2,110 feet bpl.0945 The core has been cored to the depth of 2,124 feet bpl. The drilling contractor

breaks off the core and prepares to trip the core barrel out of the borehole.1015 The drilling contractor is killing the well.1300 The drilling contractor continues to trip the core barrel out of the borehole.1520 The drilling contractor is killing the well.1630 The core barrel is on the rig floor.1500 Core No. 3 has been removed from the core barrel. A total of 2 feet of core was

collected.1830 The drilling contractor is tripping the bit to the bottom of the borehole and will

resume pilot hole drilling.2130 The drilling contractor has tripped the bit into the well and is installing airline

to resume drilling at the depth of 2,110 feet bpl.2330 The drilling contractor is drilling the pilot hole at a depth of 2,139 ft bpl.0030 The drilling contractor is collecting a reverse-air water sample from the depth

2,154 feet bpl.0045 The drilling contractor has conducted a deviation survey at the depth of 2,144

feet bpl. The result of the survey is 0.2 degrees.0115 The drilling contractor resumes pilot hole drilling.0200 The pilot hole is at the depth of 2,167 feet bpl.0245 The pilot hole is at the depth of 2,185 feet bpl.0315 The pilot hole is at the depth of 2,199 feet bpl. The drilling contractor adds one

piece of drill pipe (45 feet).0410 The pilot hole is at the depth of 2,208 feet bpl.

082011 Page 1 of 2


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0435 The pilot hole is at the depth of 2,220 feet bpl.0530 The kelly is down at the depth of 2,244 feet bpl. The drilling contractor is

circulating the borehole to collect a reverse-air water sample and prepare for adeviation survey at the depth of 2,204 feet bpl.

0605 The drilling contractor disconnects the drill pipe and trips the deviation surveytool inside the drill pipe to 2,204 feet bpl.

0635 The deviation survey is complete and the drilling contractor trips the surveytool out of the drill pipe. The deviation survey result is 0.0 degree.

0640 The drilling contractor makes a drill pipe (45 feet) connection and resumesdrilling the pilot hole from a depth of 2,244 feet bpl.

082011 Page 2 of 2


E~cNabb Hydrogeologic Consulting, Inc.


Date: August 21, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 ¼-inchStarting Depth: 2,244 feet bpl Ending Depth: 2,288 feet bplWeather Day: Clearto Partly Cloudy, Hot Recorded By: Sally Durall/Eric MeyerWeather Night: Warm, Partly Cloudy, RainActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor drilled the pilot hole to a depth of 2,244 feet below padlevel (bpl) during the night shift.

0745 Drilling the pilot hole at the depth of 2,260 feet bpl.0830 Drilling the pilot hole at the depth of 2,279 feet bpl.0840 The pilot hole has been drilled to the depth of 2,282 feet bpl and the drilling

contractor is circulating the borehole clean to investigate a possible coringdepth.

0910 Resume drilling the pilot hole in 2 feet intervals while investigating for a coringdepth.

1020 Drilling the pilot hole at a depth of 2,287 feet bpl and the drilling contractor iscirculating the borehole clean to investigate a possible coring depth.

1040 The drilling contractor is currently drilling I additional foot into the formationto determine if still drilling in the same lithology before selecting a coring depth.

1105 Core No. 4 coring depth has been selected at 2,288 feet bpl. The drillingcontractor will circulate the borehole clean in preparation for coring.

1210 The drilling contractor kills the well.1225 Begin tripping the drill bit out of the borehole.1545 The bit is on the rig floor.1600 The drilling contractor is preparing to trip hi the borehole with the core barrel.1625 The drilling contractor begins to trip the core barrel in the borehole.1900 The drilling contractor continues to trip the core barrel into the borehole.2015 The drilling contractor has tripped the core barrel to 2,187 feet bpl.2217 Start drilling core No. 4 from the depth of 2,288 feet bpl.0020 Drilling for core No. 4 is complete. The drilling contractor prepares to kill the

drill pipe and trip the core barrel out of the borehole.0515 The drilling contractor continues to trip the core barrel out of the borehole.0700 The drilling contractor continues to trip the core barrel out of the borehole.

082111 Page 1 of 1




Date: August 22, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 1/4-inchStarting Depth: 2,288 feet bpl Ending Depth: 2,335 feet bplWeather Day: Clear to Partly Cloudy, Hot Recorded By: Sally Durall/Eric MeyerWeather Night: Warm, Partly Cloudy, RainActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor cored core No. 4 from a depth of 2,288.3 feet to 2,302.3feet below pad level (bpl) during the night shift, and currently is tripping the

core barrel out of the borehole.0800 The drilling contractor continues to trip the core barrel out of the borehole.1010 The core barrel is on the rig floor.1050 Core No. 4 has been retrieved and placed in two core boxes. A total of 13 feet of

core was collected. The drilling contractor is preparing to trip the 12 ¼4-inchdiameter bit in the borehole.

1445 The drilling contractor begins to trip in the borehole with the 121/4-inchdiameter drilling bit.

1650 Begin to trip the air line inside the drill pipe.1830 The drilling contractor is circulating the borehole and lowering the drill bit to

the depth of 2,288 feet bpl to resume pilot hole drilling.1854 The drilling contractor has tagged the bottom of the borehole at 2,288 feet bpl.

Pilot hole drilling resumes at a penetration rate of about 5 feet per hour1900 The contractor is making preparations to secure materials and equipment in

accordance with their Hurricane Preparedness Plan.2010 The drilling contractor has conducted a deviation survey at the depth of 2,264

feet bpl. The result of the survey is 0.0 degrees.2030 The drilling contractor is making a drill pipe connection at the depth of 2,289

feet bpl.2122 The drilling contractor resumes pilot hole drilling.2200 Drilling the pilot hole at a depth of 2,292 feet bpl.2245 Drilling the pilot hole at a depth of 2,295 feet bpl.2300 Drilling the pilot hole at a depth of 2,302 feet bpl.0215 Drilling the pilot hole at a depth of 2,312 feet bpl.0300 Drilling the pilot hole at a depth of 2,317 feet bpl.0400 Drilling the pilot hole at a depth of 2,322 feet bpl.0500 Drilling the pilot hole at a depth of 2,327 feet bpl.0600 Drilling the pilot hole at a depth of 2,332 feet bpl.

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0630 The drilling contractor collects a pilot hole water quality sample at 2,334 feetbpl.

0700 Drilling the pilot hole at a depth of 2,335 feet bpl.

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Date: August 23, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,335 feet bplWeather Day: Clear to Partly Cloudy, HotWeather Night: Warm, Partly Cloudy, RairActivity: Pilot Hole Drilling and Coring

FDEP UIC Permit #:0293962-001-UCWell No.: EW-1Bit Diameter: 12 '/4-inchEnding Depth: 2,396 feet bplRecorded By: Sally Durall/Eric Meyer


0700 The drilling contractor drilled the pilot hole to a depth of 2,335 feet below padlevel (bpl) during the night shift.

0810 Drilling the pilot hole at a depth of 2,340 feet bpl.0910 Drilling the pilot hole at a depth of 2,345 feet bpl.1115 Drilling the pilot hole at a depth of 2,355 feet bpl.1245 Drilling the pilot hole at a depth of 2,362 feet bpl.1410 Drilling the pilot hole at a depth of 2,370 feet bpl.1540 The kelly is down at 2,379 feet bpl and the drilling contractor is circulating the

borehole clean.1640 The drilling contractor makes a drill pipe connection (45 feet) and resumes

drilling the pilot hole from a depth of 2,379 feet bpl.1820 Drilling the pilot hole at a depth of 2,396 feet bpl. The drilling contractor is

preparing to make the borehole ready for coring.1900 The pilot hole depth is 2,396 feet bpl. The drilling contractor is circulating to

clean and condition the borehole before tripping the drill bit out of the borehole.2200 The drilling contractor continues to circulate the pilot hole.2231 There is a power outage at the drill site.0700 The power to the drill site has not been restored. Florida Power & Light staff is

currently making the arrangements to restore power to the drill site.

082311 Page 1 of 1


M~UcNabb Hydrogeologic Consulting, Inc.


Date: August 24, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 ¼-inchStarting Depth: 2,396 feet bpl Ending Depth: 2,396 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Sally Durall/Eric MeyerWeather Night: Windy and RainyActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor drilled the pilot hole to a depth of 2,396 feet below padlevel (bpl) and a coring depth of 2,396 feet bpl was selected during the nightshift. The drilling contractor was in the process of circulating the borehole cleanin preparation of coring when power was lost to the drill site at approximately2230. The power has not been restored to the site and Florida Power & Light iscurrently making arrangements to restore power.

0900 The power to the drill site has been restored. The drilling contractor ispreparing to return the drill bit to the bottom of the borehole and continue tocirculate the borehole clean.

1010 The drilling contractor begins to trip the drilling bit out of the borehole.1200 The drilling contractor continues to trip the drilling bit out of the borehole.1410 The drilling contractor is currently killing the well.1430 Resume tripping out of the borehole with the drill collars and drill bit.1510 The 12 ¼4-inch diameter drill bit is on the rig floor. The drilling contractor is

preparing to trip in the hole with the core barrel to the depth of 2,396 feet bpl forCore No. 5.

1540 The drilling contractor begins to trip the core barrel in the borehole.1730 The drilling contractor continues to trip the core barrel in the borehole.1900 The core barrel is positioned at a depth of about 2,321 feet bpl. The airline is

being installed inside of the drill pipe in preparation for coring.2111 Drilling Core No. 5 at the depth of 2,396 feet bpl.2345 Drilling is completed for Core No. 5. There was 14 feet drilled to the depth of

2,410 feet bpl.0150 The drilling contractor begins removing airline from the drill pipe in

preparation to trip the core barrel from the borehole.0215 The drilling contractor begins tripping the core barrel from the borehole.0500 The drilling contractor continues to trip the core barrel from the borehole.0700 The drilling contractor continues to trip the core barrel from the borehole.

082411 Page 1 of 1

LAYNE CHRISTENSEN COMPANY - DRILLING SHIFT REPORT

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J•T3 NAME e7 L-2011-388 Enclosure 1 Page 16 of 42

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3 1310 Sh1op

.4.

COMMENTS • EVENTS •COPNIOnINS -CHANGIS • OTHER INFORMAION39 10150 i ................

.3 *-~: 15250

10, e~f&/ ?-~l40 I her Acrojiles Standby

/1L~44~ I !Zk -•Zi'

-T_-r P/ Li~rtI1 va_, :1

41 26000 JAW. 1ef0, Lwlrolen Tolu4 m

At 190-0 IthanrtpOtdr Order A__iA

43, I nivnu l p inepalmr

44 90170 Damaoes

45 o0250 Ilob Superintendent

_ TOTAL HOURS

W74 a, 2C2.-7,<F~m.ý 3pe 4,2

Iitalllre $isnatura I,-I,'., ,i.fl15"0"r". PAYROLL

LAYNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORTProposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041 DATE

CLIENT

JOSITE NAME

f m

1I r ......... Enlsr 1os Pa4 a17I- ,I i L-2011-388 Enclosure I Page 17 of 42FQiPrE D ED (APTEQUIIPMENT DEPLOYED TODAY

06. .. .. / 77 /20O25 AUrLOCAOION 7Z AAi1 AlA.f

DAILY ACCOLIRTiNY 0; ACTIv/TIEs sy iTEm tIPERSON NEL EMPLOYED TODAY

Cncw PerDlem?, Onrle OfshlLe Total

Assignment I X) HourS Hours Houn$


Qu.~an1I ODsertlHrn

____ I ~~ ____ ci~ at ~ & ( L

2 J,,k :

• qi.s±c w.Tii•

r-~

, Item N CIOS Code LaborAcaL~vty HoUrsDoWIpLtp Ufi

I -

s-H-

Waing WK AihfIIk5- M6

Oturidby 5B Damothalbn I'm

Down nShor OI S Avalb In•ao Yrd AY

Dan on WeI-I a AvO4Sbli o Job AV

TIMEOF AC~iVyIllyO irEEM iFrom To slem.

AMd PMV

AM PM

AM PM ______

AM PM

T) AM PM

AM PM ______

AM PM ______

AM--PM .

AY4 PM _____

AM PM'_________________AM PMAs

_ _ AM PM

AM PMAMPM _______

I 1000 Shor Durallon Job

S 0111D) On1,te Mob/Pm..b

3 111 lob Preparatonr

4 11200 SafelyMconS _

5 . IIIIII tr adrtng • Clmr hecad

S 0006 hIllp- ODverhoad

' 0007 MaMtenalrrc-Ovorhoad

I 1 rI f a b insE - J o b Ch aa ie a b l e

9 113000 IýWcfeup

10 11350 stalSound wls

12 11400 install Ont.O PRrd

22 13400 Inal!SudornCas__&

13 11m50n0 a 4 Roadway & DWI Pad

14 12000 fsT Role Od Ong__

25 -UM 3.phptooI noIn, & Oth~erT.011.,______

16 141so &qu-Zfnl Zone Testing

12 '1)2D0oraholAlbntandonmenm

08 J32010 reductlonnWolllnsb'o~lilin

19 J4100 fsL.'JoConc!Qctoorjr Pipe___

2z h4150 IPI PolS Not s ___ _ ._

01 13200 JoeLryIuIka LozsillR & Oý1ýTmlrrnisj_ ________

22 13250 SruifrrZno~ne Ter0______ZR 23300 Io.rehoaVAbondmd•mrqjcement Piogs

24 132500 l

'in 11400 ýndor Rcaming______

26 13450 Pni51UC016rA _______

27 13500 nll~fo

.I 13550 3Travel Pack clie Well

29 13000 m, aln3 uln r Su e al -

30 1010 Nale•, Watching"

*1 1050 4ew I pDeeloprt" F AI ULland Swab

32 14102 noAIpsa 9F luilds & .CItinci______

AM PM 'ýýA-33 1110O `urnisl& InTArlTasl Pump and Dsdharea

AM PM 14Z00 IuleVAprnmni Purinrin

___________ I .71 __ AM PM [_____1;_ j_ AM PM _ _ _

COMMENTS - EVENI5 -CONDtnONS - CHNGES -OTHER INFORMAEIN

(0A ,-\P( -,-1 •00o/_ ILII .,. L,,, VU -P , ýz,,4 sL<r.o I cdei'vel*1 . -

76 , 42 5 n0 r.oiPumrnplI36 14m002o NIii t1, sl and CfIloA•nulIon

37 10•5O IfSDNT Acttlfar Mob/D•mnob

U 19100 O5rop

39 19150 Ar •lmrstoltnO '

L O I 1951,0 1herAct I t n d

41 19500 14hinrrorInoslroken'TcaIAn _

02 1.650 thorE0,rder ActitIL5I "7

44 90170 Damanges -- . - ---

45 IWI" lob Superntnendent " ,•

__T__ H___ L.rrh

TOTAIL HOURS

I -

(0 ~(QC4~ ~-v Ir 6v)----.--s -on 31A.5. P

~.QIie 6e. c!e)Qkd& 'sEvc&vý 4 DdrW~'R - ý91 :

IfliS~~~~~~~~~lI~~~~rS~~ I,., ~ OeSOSAOnnE A /~* II- .I~i~~i~~st!Ný. 5"l

6;ý"377-

JOIQEE NAME

LAYNE CHRISTENSEN COMPANY - DRILLING SHIFT REPORTProposed Turkey Point Units 6 and 7 . .Docket Nos. 52-040 ando52z0.4i _ DATE .O... 4L-2011-388 Enclosure 1 Page 18 of 42 p," -

17 71I09WTE a1 O

PERSONNEL EMPLOYED TODAY

Crew Per C[Lm? Onric OfSile TotlPmpovoe - .Ul NoAa~rmot ______________________________________ 0 Hoers 51,001 HoLOF

~Z &~ 4a ~ ~2-12=


~~~~7 e- ci AL 45

nafitow4EIW'm raflAy

Oe•dpt•oa Ir~ 59t $taleS

4-9-

____________________________________ I,-'-

I.-'-

Wol5 I wK i MobIlialion MR

Sundby sa Derrigglipon DM.

DownkO6hop I US I AeadaolnVardAY

Doownn Sic '191 A W u. A jobloo

"iIM E OF ACTIVITY 0yIqEM 8

From To I rol on. hmi'

AM PM4 9 9

AM PM4 1 4-

Atyl PM

AM PM

AM PM

AM PM

AM PM

EAPLY AICOUN1I NG O ACTIVITIES BATEM 9

Um N Cal Code LaborAcItoy Holurs

ho10000 11ht Duradorn Job" .U I De/Cmob ______

11150 bob Pro parae an

4 1110 SaOetyMeai r

5 0005 rrid no - Ocorhold

1 0001 5hop • Oveiead

S 0007 MtAtMenanra- Overho,•ld

11r50 lr hE JobCheargeae •

9 LIM lev.•enup

10 '1350 n SorJ d waltW ,

it, 1100 rIn•l DOw, Pad

11450 1nall Ski face Codng

13 1100 InriAe Roadway & DrlI Pad

14 1 Z050 rcosooW.: o"A

is 12100 1Ieophyw crl Logo n & Other 7e lt co

14 12110 Ioquf•r ZDD_ Tail ma

17 10200 aofeh e Ablandonmcot

in I1050 P oducl on Wd ind J daon

19 liluo Inll Candunar PJp_

20 1-1110~ lml00 1O Hh

21 I200 Seophd cnlI Lo• ng & d er Toil AR

.1 132SD Ii Jdfa I ZonD Tedstng

23 -JI0M ' 0jDel Abandonmenm/Comrcrl ht#is

24 13350 PoemiOn

25 11400 Un'der Rearring_______

7 1500 Instal Sureen

28 13550IC rfavd Pack The WI_

13600 InrtA AnnuiarSeal

so 1360CC WatcrWatcTpB

31 14050 WVQ1QI0odPMon A~ri~~d 500S7abI

WI 14100 Ol poi ofl ulds&C.elco w

* 34 14100 Forrish &1tlnld Te Pumrpand Dscharae

34 14200 D Ovupmnt Purnop n_ _

35 1420 osToS Pumpng

K U 14300 UO~rldnamdC60-6odn_______37 10000 ;fr eALv ]eMob/Dob

30 19100 Shop

39 1315o A#dmnstralIon

00 VAN O.hcrAct d.U es 5Standby

41 1000O0 ;hp for o/EnOroke Toln

Q 1909 Change OrderAcTIesNl

A4 Damages

45 9300 bIb Supecsenden'f

Lunch

TOTAIL O4OUAS

AM PM

AM PM

AM PM4- 9 . .4

AM PMh-9-'~~~ I

AM PM____ .9- 9

AM PM

AM PCI _____________________

AM PM-t I I

AM PM

t AM PM

IAM PMAM PM_ __

COMMENTS- EVEINTSCONITIONS. CHANlG05-OTHE•ONROMArION

0 1 -2-V ~

teL 0 kA.,, ert~

-IT~E71 '.~~'Z5V/ 6~c~j~•r2SL.V/A~6

I ns ,,Ilei's l•gnatu e CImrCfvmCs $160ature 95AYpni i I.-... -k Supome••-s SPlane ure I'•Ulil.

CLIEN

LAYNE CHRISTENSEN COMPANY-DRILLING SHIFT REPORT

Proposed Turkey Point Units 6 and 7D o"cket WoU .59-0417 jndý r Al -

L-2011-388 Enclosure 1 Page 19 of 42 ._,, " - . ''' s"A' r+-t83I*%Wty~rO11fA

JOBITELOIATiON 65e( Y C~DA LY ACCOUN1l NO OFAC"TIESj~ BY ACEM ItPERSONNEL EMPLOYED TODAY

Crew EmplPea.FI Name PerDlemT' Onstae ofCilte Total

AsEnme _ _ _ __ (KI Hours Hours Hours

__._:,,,• Ae-, . 6-,, )z /& ,_

____ ____ _ ~ _ _ __Z/21

nesc;•pillon utln A " .5atus

Workle T WKO I M~o~o M

Slendby 55 . I5oon OM

-Daw Instep I D I , d

.ownonl, I ii I Ava4iloneJobnl,________ __________________________________ ~ ~

MATERIALS USED TODAY TIME OF ACT1I.Y SY rfeM v

Qoonrly4p~ lo-D rlptium From To 5r30aone.I i orm

/' • 5•/ ,,A'#,YYaA6,AM PMI

____ + 4 4AM PM

V C,

(/ AM PM

AM PM.1.

( C' ~,% U7.

AM PM

AM PM

/- AM PMAm PK 1AM PM

!18m, I CostCode LaborAcldwy Hours

I Iwo th0rt DuPuraton Job

3 1 I0S WreMob_/Demob

S 4135 lobPreparaton

4 I l20•0aEyMgeE _

S ODD0 I'Prallnn.OCerhead

6 0006 1.11.1. On'hlad

7 6007 IA4 •1anoce - Overhe ad

S 11250 IraidoR Job Charle~ble

•I Jim • Ntaden up

1I 11350 nshl Sound Wits

12 1140n0ab DScon Pad

114O I InsTal 5urface Casing

13 11 0 0 M Rlloadway & DidJsd

it 12%0 Fist Hope olq

i5 12100 hlicop yIcai LogjnJ S lCer fellng

15 Iu ILylor 7innTeI•Bg

57 12200 lo1eh•tAbarkdonreiatr

38 130I 0 rodluianw dll'nsil adcn

19 fiim n'lii ConductornRp _

20 33180 irI ,

21 13.0D fvophyl•c LoEbng &COhn r To•Iri

'n tkquler zone Tatting_ _

23 1330D Brohole Atandonmedi/Co•mni buZJ

21 13350 Rearomni

25 134D0 IIndaritcnlrrl

2 13450 Instail Cains

27 13500 I ns'al Seen

28 23 -I S ioVd PaCk¶Ilo WoN

29 1300 Instal Annil.rSa__l

30 13550 I oareWalclele

:l, 24050 11dal Doy!opmqrI Air Lt, 0al Swalb

32 14100 O tsposi 0 al14 Ads& CLLdngs _______

33 14100 ludrish~ni al TosSA Fompand Oschartle

34 2400 VopYirrit Purning035 10I 3 esl •uumorgihm "

36 143D 10 lnkcf an andC COO4 njo*O

37 19050, 41s4 Ad it as Mob/Damo0

38 jlý shop

.3 191I 1 iIhTi nfitralo"

Q 1950 Olther Adviidos Sandby

4 540 nC hale rdorAcL10O4as

41 68001) qu.lorne- Rep ri _ _

44 9070 W4 i _'_

48 90200 lob SurpennLtaderd

IOTAL HOURS

. . ... ....

'4. AM AM____ 4 4 IL

AM PM'I - I - I

AM PM4 4 IL

AM PI4 4 IL

AM PM

AM PM4. ----- ----

AM PM

AM PM.1. . •- 11I- T ii El " F •

AM IPM

AM PM

COMMENTS. EVENT5 • CON IIO NS - CHAINGES a OTHER INFO RMATI'ON

-. Id~.I,-2 A L.0 -~- C I ? C.

<'-:" "., " :'• .J- •" b, o ,," •'Y • ,•. i,. I . ..•-• • ,: . .. .. . ................ . .. ... . ... . ...:•. =, • .. . . . # ,. ..

ipnstalniess~naturn lrteplr IA~l ~ ~tin- d.•' s'P~m . PAYRI"1i 1. ."Ball~ I

LA4YNE CHRISTENSEN COMPANIW.LbOWNc,-ifrnj REPORT

CLENT _ _ _

J005IIE NAMEg

Proposed Turkey Point Units 6 and 7 nm

59~= ~4~C'4*0j

(/JII 7-71UUUKUL IN4U. OL-UU+" IIU nd,-U+ I

L-2011-388 Enclosure 1 Page20 of 42 1OBPLOCATION I1- F

PERSONNEL EMPLOYEO TODAY

Pe, Diem? OnSILe OtlrlLe TotalIEmphoyca Pal Naome

AsIMement __) 80" Hwos Horrs

5 A. y,-e 7-2,-__-_o __I;+.__.___., • 1"-I 1_2•

MATFAIAU USED TODAY

QOonilW Dncp+llo' .I

EQUIPMENT DEPLOYED TODAY

Desclpillon Urst;1 Slow$

workinot WIT MObWllIDD Ma

standby sa DemrobllzahIon DIM

DwinSiiopg A.:nai AYl~rS

ýDvwn on slte 09 Avglabkl on Job AV

TIME OF AMIT lY By ITEM 11

From To We One goins

AM PM

AM PM ______

AM PM

AM PM

AM PM _______

AM PM

_____AM PMV

AM PM ______

AM ?PMW

AM PM

______Am PM

AMl PM_________

__________AM PM

A M PM______

AM PMA

_____AM PM _________

AM PM ______

AM PM ______

DAILY ACCOUNlT NG OFACtVITvES BY ITEM#

Imit CostCode Labol ActVt V Hoipi

I 1n horlO Duralon Job

I -UM OnlleMob/Demob

3 11150 lobPreparaion

4 11200 ooacmmeffin ______

11-- 0005 1raidrlrr -OvO.rhead

6 03 1hop -l O(ehOJrad

7 07 1loreenan~o OverhMad

S 11250 1 raid.JqbCh.nrgoealo_

9 05305 sie Cean up

10 1 ng! E Sound W1AS

11400 Insrall DLcon Pad

, I [' n til al Surfaoc Cosing

130 11500 n1

nI Roadway& 8,DAI Pad

04 3200 l'aOd Hi04

O0eC n

is WM ,koph.[f• ",I•dhorTediO8 1

16 12150 AqulIrZoreZnen To_! ng

17 12Z 00 dorlida Abandonmnt

19 13100 n-,A Conductor Rpoa

20 11150 s b•plot Hale

11 13510 •.ulferZono Tefsllng

23 13100 orehd o Abandoerl'Ceromn _ntltUis

24. U 'RanrPA

2S 13400 41Jnder Refn_ _ _

26 13450 nal Ca i n,

27 U3U Ito'lI Screen

20 10550 lavol, Pack The Well

29 13000 103•1"'Annuar Sdal"

30 16500 Water Wal chl ni,

3i 1400 WdJ Developnenit J r UP and Swab

2 11400 11spt l o•"Lds IIC•IWn83

30 011_50 I urIvl In FAI #ATcsPumpand dscharst, _______

54 16200 I~jomnI pumiinsp ______

35 1 14250 rlc(Pumping

36 04200 l1Infecton and Cl•lgadon

17 19010 FO t Advlles Mub/Oe mob

U % 19100 51iop1

99 19150 .dni6n+sua-on

40 19550 (tcr4I.~,dy

40 5950 [lshol For Los•jf•mrlno Toding

42 19G50 thanre Oider mAic 1 s

43 6i" lkqL pmanz Repairs

44 90170 anma~es

45 90200 lob Supor n-rndent

'Lunch

TOTAL HOURS

IOMNS-EEfT

O~O$•CAGS-O E F M~•F

COMMENlTS -EVENTS -CONDITIONS. -CHANGES - OTHER INFORMIVIONi

~ c.~x~ _ _ ___ ____12-_

PrrL- 17-/0- V" ,/. 'IV 221

)Lr( veysak••-•e-- /?(/ý- A7"C1(--.;--7 a-•. .,z V"ý7

Installer's Signature.1-1 __ , -

hsao.tn', $ r. PAYROLL _d~ m ~ i + i, r ace

LAYA!ECORMSEiSEN COMPA NY- PORWNO$WIREPW#

rpsdTurkey Point Units 6 and"• Z°'l• [',L.-. P•ro'• ose r•-1• r'L •CUE)

l0517£ fNSA

,iTSAA JOI O B 9DAIM

PEREONI•L[MPLOVEDTODAY

L-2011-388 Enclosure 1 Page 21 of 42

PSESONPIPIL EMPLOY'ED TODAY

A rer•Emrployee - Ful Name Per Diem? Onsh:e o0rill Total

Amlgnrnent (X) Hal'l s Hours Hours

hi. 9, k-

AX~IS1 i~x• .4 I'___K.

MAiERIALS USED TODAY

Quantity Dnicpton

_E 57 Ps It

EQUIPMENT DEPLOYEDTODAY

Doscv~po•r UnL, E Slolul

Worklag 1 WK mi.o,,io, MS0

Slandby SD Demoblizaoumn BM

Domm In Shop :3 I Avauolo A o Aln ar

DronSW M all A~~bI an lob AV

TIME OF ACTIVITY BY ITEM 0

Fro rO rd Ono Iemil

AM PM

AM PM

AM PM

AM PM

AM PM

____ AM FM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

ATM _PM

_______ ______ AM P2 ______

AM PM I_______

(JQBA3IAITiJTE LOAI

Ilemil c! ooC0de LaborAct,-ry Hours

1 10000 uhostourl i Jonb

a 1]100 ulaMob lDeM ob _______

0 • IIS5 ob Plepauoetlc_

4 11200 ROOVWMedl.E

S 1_0005 , ranrng- Ovehead

6 li .hop.Overhead

7 j 5007 " 00100t090c -Overhead

11•t1250 I'ralng -Job Chageal _

101 11350 jLtdJSoundYW•J

9 1 11400 n'Intl Dcon Pod

13 1 ,40 bI; lISurface Calno

1 15. = Za Roodway & Dr Pad _______

14 A 20510 Tello00IEre

U1 ' ~100 ID apIhyft0 .LoE~ng&OXhoar tafl4 _______

11 ] .:130 .oqdferZwneoTcsdIn

17 Ul2000 aoroide AbandonmofrS 1130500 rodud4on WdIInslIaIltn

19 13100 nobwl Condud or 1 peC

20 1 13150 S)ri PNoiWN

13200 cophlyd. Logie&QUhcrTcin8 iU 130 0 qd'ler ZOne Tesli i

23 13100 orhdldeAbandanmerl&/Celenl ugs

24 J33S0 Rcamnx

25 13400 OnderRenl;ni

0 134110 1nstlr Ca I n

27 13010 %A nilScreen

135D 1 I0ravd Pack Ie Well

29 13000 InL1., Anntlar~o ________

30 13150 bh~vrW01cing

ft 1401U WI•l Deveipmero IvT hL and Sab

32 14100 Ds3osn~dq I~r~s & CJ Ings

33 141500 urdsh &lndsh Tlll Pump and Otchato

34 14100 D044 T mo Pum na

35 1.1250 [out Pumt~oo ______

36 14300 0 Anfeefon and Chotl nilcn37 1D10 t1'Ihe AO Jl':s Mob/oemob

U 19100 S hop

39 10150 .I3D

40 10510 hr~criAo• •lcsgandby_

41 0 hln8 f19r Lostp0L0rTo.6on

40 10110 bh4nge 0derActuitas.

41 00000 Lqjpncnt RcpJrsl

44 W0170 Damogos

XI 90200 lob Superintendent

TOTAL HOURS

_,. •

COMMENTS -EVENTS -CONDThONS C C4ANIES -OTH ER INFORMATION

b~ i\ V ~ ¶ ~ -9LZL~L~J 9 Z - 2~ 2. ~i&~iŽ~~IQ

.. ...v

,,,r n ( VIII\ AAr 1A r -7", T, H.b, a D:....• •. ....

L..,: " f 9)VO DK•t Supervisc•eigniture

LAYNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORT

Proposed Turkey Point Units 6 and 7 - :`-9-- 24,-t f I

JoB51TE NAME E 4-.L,ooH -11 -7 /

QG1;Qt P10' @A-WOW aPQ ;)A-W164

L-2011-388 Enclosure 1 Page 22 of 42JOBMTE LOCATION -r: 11ý2

PERSONNEL IMPLOYEO TODAY

Crew Empol e -Fl i Nase PorJlo" ?" OnslNm 011he "Tnll

Asstnmco1 (0) Hour.m Hour, Hlu.s

zc r 6, ' __2__

EQUI P MENT DEPLOYED TO DAY

WudGro. I WK I Mo1lhs~itn Me

,S ndL./$b OyL•a• n m

.Down In Stop OS I AAJ.loWil YAW AY

Osil lall Al e DN I Av,r ,•eonoJob AV

TIMr OF ACrltY3SvlCM a

4 I

CA/LY ACCOUNTIG OF ACrIVIVES BY ITEM N

4 I 7 7 1

_____________ J

MATRIFALS USED YODAY

Ite.m 4 Cost Cod. tabor AdiJ ty Hou, -

. 10000 ShlnDurakorblob

2 11100 O sIW Mob,/DIMob

3 11 SO lob Prnp $*on

4 11200 1A al y M&i ng

O M TMif rin- Ov~ead,

C 0;006 S•hop-QOvehnad .

7 0007 Mi nluanne-Ovatlead

S lIZI 6 biJrrn Job Ch.arjeoa e

1100 1!a dup DamUP

I"v 3130 Inns Sound WArsAL• ' 1400 1nsol Demn P.,d

12 115D0 tInij Sutace Calne

13 '110S0D |nsial ltoa dway&Ui Pa'd

14 12050 ToL. Hldr1tor1l I _ _

15, 32100 Geodl@i•,r LoE dn•.o.wrTrl.n.

16 12150 Aqrife• Z.orrOM nqE TL

17 12200 IorniDiAbnrnr"

13 - 0 .t •,'3 prrOmud IoA W& I nmsii" o ,_i on

19 13100 1 Iin50 Codudorlp ,

20 0315D d P00d I"d 110C

13200 Ge•n'l• icrh LOQr r4 1; oln rrTn!IR

21 13250 Aqd for Zone TQ0WfL_

23 31,330D fMrcb(_Abdn__er/Cem__i

35 1340D ndn" ReIOJ d2G 1.4 SO zin O Cis~ng

29 13500 n A•.reý1 •

3L 2.90 1r VL PekOtj en wdl eArSa

• 0-050 Pl',=lr t,',h'0 ________

3z 141D00 )sposal of Fidds&Cd1

ne a__

"' 14150 10 O4 k rF1 V d .41 .34 24;700 ;)ovel 0 lnl ir. Pumnlping

3 1 14150 estPumrf no _g

____ ront TO We C olOne. i~o

1 dt__;_/__._ _ _ _ -M PMAM PM

.AM PM

AM PMAM PM ________

_ _ _ _ AM PM _ _

AMrPM _____

AM -- M

AM PM4- AM PM

AM PM

AM PM

AM PM

AM PM

___ ....... - AM PM 06 14105c J'4f-4o1J404 OnA olJ _______ * I---4 'l-~ 730 10010 )I~1i~ od tIE en MoS/flornob

37 190W• ýj11;t0ACj1dQSmvbinpm-i)

COMMEN7I$- EVE.NT$. CONDITIONS - CHANGES - OTHRNRIWORMATION

Oc4e-'< "1-"/ / 14'Ag

38 19100 ýhap

&00 19550 Ah or p• adhy

41 19100 II ng for LoW(0rokco Toil ng

.2 16000 h' anog Order Ad WIl I5es

43 86000 0 I qnlet LR0prurs

44 - - 90170 iuaraecs,

45 90200 lob Supalnclrdont

lOUAL 10U _ _._

Dlii 3 2L ,~l~ili

-F 0, C) /-ý. ,'- /

L'.4

_ _w A. .

0.6J.WI In v lers S~znaL~ure -At Iag'o .I- ,. - , l . .

LAYNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORTProposed Turkey Point Units 6 and 7

PII ....OU ENT r)kt N 594140 i 59041



I•:- F/ /.7i(o/•'J •-•,

ý'

DAILY ACCOU"4TNDOP ACrTMI1iS DVI TIMN

Crew 1 Per Oliem? On1Le r Olsho Total

Ass__ n____ ' __ _ _ _ _ _ _ _ _ _ _ _ _ _ (X) Hours Hours Hours

ýsL !-oq L~op z ' z

Jo jk


Quandw Dscripfn

".p

5-,-

OescdpLon UrAII

I-~

I-I-

______ _____ - 0 4Woi. I W I Mobstal n MD

f -SanHbr I cIrnabizadan DM

- I 4- -- 1-DownhiShOR I S I Aiublain~ard AY

6 4- -- 4 -DfownonMac I ON I AvalaonJob AV

TIME OF ACTIVITY BVITEM 9

from To IrteeOm# 1103

AM PM

___ __ _ AMPMIIAM PM

AM PMAM PM

AM PM+ 4-. *

I AM PM

AM PM____ 4- 4- 4

4tln il CostlCode tabo~r Ac0rJ y Hours

O 1h.r1 Ourtilurn lab

*-. 1 1100 m! toMOM/Densob_______

or 461M aI Prepulratn

4 1200 • afef Me el_ n_

6 000 Irauhinn-Overhead

6 0 -'rho_,u -______ad

7 lOI AaInterance -Oaohead

8 11210 FaIring -Job Chroargebl

I :1300 odaonup

10 12350 nill Sound WdIs

It 11400 nILAI Down Pad

WiJ 21450 nsil Surface Caing ______

13 01500 nhi5 Roadway & DO Pad

14 i b25 Ii LHd e _,_1_

is .13100 leophysidd cgo ~¶e~~n _____0150

17 42200 IlohfehaAbondonmen,

in 13050 •:odulonr WaI nsIl jtm oton

1010 nalalConductor A pa _____

20 13150 1h1 P~d Hio______

21 13200 eophyd L.&-n 0 & Oh, Tes__ _

ai 13010 fwucuJfvrtang~un ______

V 13300 crohoeAbannonmeri/comnr ais .___

24 13350 Reariof0 ________

'I 13400 linderflevinsn I26 13400 Lf*Cj•.;nE _

27 13100 Jnst.l rcen]w

Z8 10550 )](,V~ PoCk ThE Wl( _______

29 1361 kn&O Annd or Sid

01 10110 hVe DowdopmertAllt OLftnd Swab

32 14000D ý 1 1 3 ,10 1 d s TIIII Cull TOE

33 14I1O Iru& ihstht TstLPump and Tscharta

0 _14200D ______________

05 1425D Tn Punrnng

06 14100 OUr1cclunon nd Ct odlon

17 90 50 fli to AcjVID'$ Mob/Doriaob

01 I 0 Shop

00 1100 Adrrdi~ral_7n

40 30554 CO AC641011Standby, ____

41 I P psPNngfor P/VrkrnTod!p

4Z I1650 Ihange Order Adrei

. 60000 Eqj pient. ROOpi rs

44 WIR7 Damages

45 90000 lab Supalmntnrudenn

Lunch

_TOTAL HOURS'1

AM PM

AM PM

Am PM

AM PM

AM PMAM PM-I- - I - IA M PMAM PMAM PM

. . . . TAM PM

Am PM

COMMENTS - EVENE-CON4DIONS - CHANGESIOTHERPNFORMAIYON

__r n. A 47 r> ;IL) w-//?

...h'4 em- r . .. 4 ... 7 ~~Z2 ?WD b. 22-W 4I. ri I ':.

I,,.L.Im e, 5si -,alao • • _ c•,,•S•!.m. AYl.li' I

<.,,, LF-1LAYNE OIR(STENSEN COMPANY -'DPW•JIPNA.SHTR~I

Proposed Turkey Point Units 6 and 7incket Nos..52O040-and 52-041 - oil li'L-2011-388 Enclosure 1 Page 24 of 42 , ,

PEROIKiL ZJftOUD TODAY

117"17 -7

ClowA nMVWn91

Ekri'ape-Pl~m

;~4~Nn PA1&1313A r 4m~

."aG It GRu Itea TOW~

_2.12-IUltl.i •ll.ul

~ruI' CourCu* lAb

IT onTMaVDfllob

H•ur]

Wor,h4 Wit &bzmu

01dV SO I Dma~~j-uw 0. &k

142

AY

-AV-'-3

2-

MAT EIAL. WE50D WH",Y

. . . .. . . . .. .....

1 NI[ A• lkrlVi*Yil,"'Tttd i!

AM PM

Aim Fml

AM p14

AM PM

AM IMAM ;'M

AM I'M

AM PM

AMA PM

AM P11

AM PM

4 AM PmAM PM

I LJ0

Ow fo .Am MRi Ousnp "

am 0oft Dw L~Fh..47 ! Ip• d •• rl~ncll. -Orjbald

i " 2M r- .ji.r, -.Db Chi g@4 bf.

10 2J1111 migiI4IJnIwA-il

1. L:_1400 wlt~a' FiM d

Ii1 - su'l m Cal III

U~~~ U rek B.44

1 ilUm (o Taa& Wvl

A.061 ____ ___ ___

it ll"t' r,4.l .1gqi

is 121I I 1ioIih r II• '•1 r•7

it 11?00 $gap "r a 9

L n 1 A W rr

n 3110 . 4iYr kT

23 j J•r to ef i ole A.,~~l ak'lpmtl -wT .n i wg

3] lilht i~l41U ll •lj#

IS1050 *Im~n IAm Iod

to . 3514 5I.. Pu2,6 ] W

i 1345 IWfI&aa

43 131550 s"ow

IL 3405a lpI4I I ( m17m b

_______ -.--- -

24 ~ ~ ~ ~ OA 40 P4111Itlift U

COMIIMENTS. EVENTS- CWTIitNi.ONG flIIK.O IIIIMATION

g t 4~,r 2Z~92._-

ZrtIkeSti ii okydl'S.Ingl=• t3A •1Ipnl I PAV~CI Iam *y#-PAJrINAf~A%NhI bim

LAYNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORT,DProposed Turkey Point Units 6 and 7

Docket Nos. 52-040 and 52-041 DATEI 5,Li - -7rndUEMY

L-2011-388 Enclosure 1 Page 25 of 42__f2-n4 i=_ A te s .I* .........

PIRO 3E EpoyE TOA

PERSONNEL EMPLOYED TODAY EQUIPMENT DEPLOYED TODAY

Crew Eml0oyee. PFI Name Per Olem? OnslLe Woall, ToLal

AIlgnmnnt H__ HI.mn Rouos Hours

MATERIALS USED 1ODAY

QwannikV jDvM I $tIln

6--

4-.,

4 *0-

W0nIJr WK VAftxAW- .3. 3

Stalnhv SO oemoblbratlOn DM- + I . -

n0rn 5i,1n.Op DS Avall.WbeInYard AY

Down on Dto I N Avalabic oAJob AV

laMEOF ACOVITY 5YITEM 0

i'*•m Tn rindo Ont, lIom mI~o To I I

AM PM

AM PM+ 0 4-

AM PM

AM *PM+ -I -

AM PM

Q-~ ~P&EATho~J'~+ I

AM PM

AM PM

DAI LY ACCOUNTI NG OF ACTMTES Y REM 8

Slemr Cost Code LaburAcS0ty Hod's

A La fihnov Dur•n!n Job

.- 'li'm"- O)nlleime m/Domb

a 11250 lobPr.poraalom

A 112.0 l;afetymodl_ _

1 0000 trrldna- Overhead

6 0900 Ulop-Onothead

7 0007 Mdnhten~m Onorhwd* 1,10W t fairn. Jo ChorgeaHn _______

9 11M b 05.d'en up

10 1350 Int'2lound Win

"3i. 1000 InOe Down Pad

U 111•- •.L450 into •Qji•cQ Caine,

13 1i50o Ino•n Ruadwayv & DrIP Pad

14 IZ050 rest Halo 0LrJn_

15 12100 lnophyl cd Logno &1Other TnidnS

U1 10150 1 qu lrc Zone To1#n_

17 10200 5oh• -Absadorlmeont

19 130•50 PtoducrlonWdin Aoain

13 13100 Ae Conductor Pipe

20 13150 Or,11 Ptal H' e: ______

21 13200 leophydd Luglo•i8 & cI her Tail _ _

-1 MMI" 1 ,!%ql5fcoZor,1os n_ _

03 13300 00ehrJeAbmdonmen1/Ce•cn1._Pn,--- --

24 133SO nrnlmng

25 13400 Under Reanin

S " •M" 23450 In*C1 __se_

17 11500 In3o1 Screen

2a 13SSO r P13 a Tel Pak The WAI

Z 1360 I ntAlIA Anul___ _e"_

30 130GS0 ,aJirWfWatolns

31 14050 WlVl DeHeopment Alr Lilt aind Swab

U 14100 E13p~si oIi.Cui r.n

33 14ISO Forurl& mlnT T uni PepantiD % l•lrge

34 14200 Devdeopmenl PumploB

35 14050 teot Pumping

SO 14300 DInfneion e nd ChldIHnan 0-

37 19050 jO0to AcnJUtonluM/onmob

38 14100 Slhop33 PE•N ,\dotnll rddro on

40 14,900 llthonAnaldIIns ,on by

41 1S600 olngro LosV rornrTozn_

42 19650 [_hmonic O•d•r A l•oI,

43 88000 EqJ pmerI Rup ri

44 90170 t)mmages

45 40200 lob SupoeilI endent

Lunch

.TOTAL HOURS __...... ....

VV , • "

AM PM-II* -I- I 5-

¶~cM c'v,'J-~z AM PM

AM I'Am VIA

0, A 45' '____ "YIO t no__ QAtoo

AM PM.3- 0 4-

AM PIM____ + 3

AM PM-'4 =3-.t

AM P14_______ + - 3 -1

AM PM

AM PM

AM PM

AM PM

COMM ENYS - EVENTS -CONIIOHNS -CHANGES - OTHERIN FOOMA1(ON

t~ŽT1 777PA 7-iT F&e 4-C ni If- Coh e-rj.Is.,d7 1 // " " -- 4 . -7-0

,..1 ,.~I

• , . n 1AYI E I I .. .....

CLIENT rP


Proposed Turkey Point Units 6 and _nnL0k18 Nn c l)osue 1agnd 2 49-n f41 A ;L-2011-388 Enclosure 1 Page 26 of 42•"/ " , ,/ ../_ _

JOKSOatAME.WCAILY ACCOUITnIG OF ACTnwks 5eB IISM it

pcrIw WNILOOMPW'6D TOLAa

Crew Emp e-FulName Per Hii Onuilr o." e ToIaAssq~met i) Hurs Hotps Roues

%1L AL-

MATEP•AL u001 ToDAy

____is~ SeW~ O~1- .... ~i (•..Quan _ _ _ _ _ _ _ __-Sa~em(nee&sý/

EOUIPMENT DEPLOYED TODAY

DeSr,,replloze Unl $12N,15

s$arldby |B Dnobl 6a1•le CM

DonlnShop D5 AvalbbIt In Yard AY

Dom on SLr ON L Ave hbk on Job AV

TOME OF ACNIWY SY ITEM I

From To Cfr One ke ft

AM PM

AM PM

•" AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM -._

________ _______ AMd PMlAM PMIAM PM

AM PM

AM PM

AM PM

s ftern f: Cost Code Labor Aetll-y Hours

" 2IW Ihorn DuratonJob

I lift Onshe MaEJ.emob

3 11150 lob PreperaMon

4 11200 latyMeeUn_

.5 0005 trInMp-O.•ehdad

ft D000 Iop-Onorhaad_______

7 007 rolnla.n•s• eOvlead

f 11200 rr~kIeR -Job Careeable-- 3:t- 11200 kLoOeenUp ______

10 11o0 irtalSoundWal5

12 11400 binl ArO oP.n P_ __d

*Z 11450 Finsla I SrACface C_ _ Ing

13 11500 isteal ocadwo¥& D04i Pad

14 12100 revt HAle batr_

15 12100 leophvVa lLoRIng & Olhwr TOSWA f•15 12150 Aquoer Zone TesnB

17 12200 boaehDOlAbarndonmaol1 13000 ¢oducilon W0A1aISOI.icn

19 n10 nsta JCondueeorP.,pe

20 131S0 Wo 1POIfpo_._

20 13200 teoPhy1Cllfgr j bOi& & O____ Tossing

9 1a2500 kaulcer Zone Testing

23 I='1 DolahOle AbaOdonm enVComan ni P__.,__

24 13350 re•rmlla

Z5 13400 UndEF R I•eMg

OS 13450 inis us C_____8

U 13900 l instl SE _ccn

ist 13550 lravel Pack The Wei

a 13G000 Inn~allnsulrkeal,

30 13100 Water Watchina

31 14050 Z I Ovo!opmeeAir tle 01-d 5-b

J1M 14100 D11sAp•oeofF~jd s & Cultns13• 00100 Porith & !'n'sETYitl Puimp and DpdIOAC _____e_

34 14200 DoVooprneal Pumrpin

as 14250 Tes I PumpIn_

00 14300 Diewatl04 and ChlIormInon

07 1050;0 Old leAe%,leSMeb/DOmob

33 19100 Itrop

290 19150 A edmln__raloncommmsET.EvETs -c COIIrIoNs . HANGIES.OTHER I NFORMATION

,,k lLV j4 N,-, 401 1950 iPhin [roLtot]fl/okeToelno

e• . s . ' l-3 O . ... 1- , , . .. , • 0 -- , '--- " -,- .. j--- /,. . ... . .5 ..... .... ...........41 10600 FEnUg flC~or jotgrke ol

*" 44 90170 Damalges

... . 0-0 4S 90200 leb uperkendank

IA-L A~ J4~ -,9 &14a-f4 &ofilol 0o"~ avJ4 \ u3

TOTALHOUR

- ~ ~ TOTAL HO0URS I_____

LA We'fe-~/'~AA~1' (&4~ $ ~ ~4~50~r -

nI~iS~ootoro PAVR~LI.-/½ ý

UP".,.rJ 111

wilI Chat'sSIgnatum PAvimnLIllt.. i3~u

.(SiO

LA YNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORT

CLIENTNELI£

LO D O~Proposed Turkey Point Units 6 and 7rnnrkpt Nnq 59-054(0 qnd .92-041


DATE e, ZL. i Jong

IlfOI5YE NAMF S - I

PERSONJNEL EMPLWYEO TODAY EQUIPMENT P&PLOVEDTODAY.

C lew Per Dlem? o sril5e OIfN1 lt Total

(s0)nnenl W Ho. HHurs Holar

vAL Q /_ _

-..rdl - , - .. , .IIO

Dascrlpton Unlt# StotuS

..------

+ 4-

- *I, -

Workinr W 1 Mobizro.n MD

Standby e lornobAvion I DIMDownlarS I.hol "I AvdopN Ysrd AY

0wn on sil ON AviS. 1ble on Job AV

MATERIALS USED TODAY TIME OF ACW.ITI W Y OIM iI

__d •A-1lFfplr( lon

-O H o ",k

From Clrid On. JaM4

+ 4 4AM P14

.4. - 4 - .5.j M PM-**AM PM

AM PM

AM FM

AM PM

AM PM

DiLYAOCOUT.NRG OF Acr'vnils DOS Trems

It.em0 COSTCOdo 1 LaborAcil4t Hours

z 11100 )lydI. Mobloennoba .. 11150 ob PMpata• r•n

0003 luIldns -Orerhuod

0005 'hop -QverheQ4

7 D037 !aintenance -Oerhead

20 1 11330 nsdrSloundWa1s

1H 11430 nAStI Surface Cosng

S 11500 nsilJl Roadway& Drill Pad

3A O4 W aesHdoa 04ng

U L 0201 capfiryiP Lo~ing &other rodo ________

16 j 121500 qOdlr 2one T04rlno

17 122D0 o rlrdoAloardbndc rme_is ow rou onWdj|njlriulfon

is 13100 ntdl ¢Conduor Par

0 13150 )r# plot HoU

.U 13200 kopfritel LoOSqn &Other Testr ________

12 13Z50 % qu~lor Zorn To IIna

23 I130" lorchda Abindonmerf/caenill ugs

24 *..fl~~ learwn _________

25 13400 JnlderRcarnrp

26 13450 rtal lrng

20 13550 Ifvd Pack The Wal

29 1600 ratal ArStfiktr Se i

00 225D5 l,5rW.lchng

3. 1405 vdl Developmentnr Uft and Swab

32 14100 lIAvosiv.ISJ J di ,CL) 1ruat

33 1415D I trlo jh 8tAnru Tos Pump a nd schuzrg _

34 15200 1kv. pmrrtPumnr

35 1423 0 rhs r mPsrnj

25 14200 lolsnitorino amCllo~atioon

37 290150 iPfACLAGROesM0%jDom0b______

as 19200 Shop _______

39 1110 i r ra on r04

40 19h50 er AciSlondb_

41 19600 Ihiinr for osgigrokn Tonlnn

42 11590 ha•nerdarA;d,01o _

43 WM IqiPrni Repahs

04 90170 Damgeas

45 90200 lob SLapudMndcntlunch

TOTAL HOURS

*.,uon ,lur. .... 1.09

AM F. aI 4 sI

AM PM__I_AM PM

4 4 I.AM PM

AM PM4

AM PM4 4

AM PM

AM PM4 4

AM PM.5-

AM PM- I I I'

AM PM

________ ____________________________________________________________ I I

COMMIENTO EHENTCONDONOSI- CHANGFS - 7HER INFORtMATION

K r%~A * ~A

<4 r -nA 1,3 . ~ .- T-~a-- .F *--

-0--s I~*i LI 2/eA L

- £4.5'

C ow V_ " -: --. :".2.zL,

f.* 1 ,x,,rmd ax-is 0AVp ~oI IP" Yi•ll I I

LAYNE CHRISTENSEN COMPANY- DRILLING SHIFT REPORT

dITU 1/5 Proposed Turkey Point Units 6 and 7DATE6 - ?? /

JOBSIE NAME____1__L-2011-388 Enclosure 1 Page 28 of 42


Ps 16031, 10I. ,,.k.. ,• n -.oo. :- i -- •

MATERýALS US•D TODAY

Quantity Dos.lpitaI r•

.EL

EQUIPMENT DEPLOYED 7ODAY

De~pL~,Unh 9 Status

Down In shop as WE aI M bhf' M lord AY

Down on Ste DN A61:-•lann.Jb AV

TIME OF ACTIVVY BY ITEM I

Frorm To rcl One m

AM.M

7 IM

______AM PM

AM PM

AM PM ______

AM PM

AýM _PM-AM PM ______

AM PM

__IAM PM

AM PM

1~AM PM_______ ~AM PIM _____

______AM PM

______AM PM

AM PM _____

AM PIA

AM PM

JOB _ /_/__7_-7/

CecilB Labor1,4 Ac06v-y Hours

1 1 h0 n S uratiron Job i

2 11100 OnsieMob/Dopniob[_____

3 11150 Job Projoarzkon ______

4 1WOO - kWetvMefting 1____5 V005 [TilnR -OCVarhoad

6 050G QPOp fha --

IIB 1200 "Ianl R JbChar&eable a

94 11200A Hole Claim u

U zso ln76i•d Woil

19 1.110 i aliCanI d 1.1IoF hrtpZ -1l"

1 1 ophycsiac Lagging & Other Taou -

522 13570 ý2luur Ioaolasting

sm 23300 lorchoeAbandonnm nt/Ceenorit Hues _______

24 13350 Ming

2S 03400 )ndel Rcatmn"

2tlo siaa i•gm, W61

f 11O0 0 tallAnnular Seal

30, L3010 AUI W EINI~lOnf;

11 14050 Well velrM IAr LA1fd Swab

14*10110 Is________________ _____

33 1410 lurniab & I Test Pump and Discharge

34 142000 bcve o nl~aart Pw p6_

Ii' 1- 5 fast pum Pop'ng _______

36 02300 blInicclian and CWhrinallon-

37 19D50 Witt.,~ Acdvltti~s Mali/D.Ifiob _______

30 19100 Shop

39 -M10 fidmlnl1'siitor 1

4D 1516 Ci AlIJU.141 St•ondby_

At 15100 11sting lorlroUitkokenTooling

42 j,6560 q ,a Order Act.fla; .. .. .

44 501076 Oms

40 52 lab Superlrilendenl

LunchTOTAL KOURI

,,-3

I A0-MLiq,6m'Ax =

COMMENTS- EVENTS -CONDITIoNs. ,CKANGES -IOTHER INFORMATION

f-FlzA J "7"; IAv /' Ae ba Irr•e.d4

42441/ 61Lr ik)& ,(64 &6 'i-- •&62. At/ ~"( i(I

.... 1 . . . I, ,- V,-

17s1lei1gnatUie coin " s, e, SiRnatOLL... . .-, ,. PAYROLL


Project: Florida Power & Light Company AM. VIMiami-Dade County, Florida• 6---

Exploratorn, Well EW-1

EW-I Pad Monitoring Well Water Quality DataSoutheast Pad Monitoring Well

(SE-EW P'MW)

Depth to Water SpciiDate Time Water Elevation Conductance Chloride TDS Temperature Remarks

(hours) (ft. btoc) (ft. NAVD 881 (umhos/cm) (mg/L) (mg/L) (degrees C)

4/21/2011 1311 10.10 -1.51 81,600 30,200 57,800 29.9 Background Sampling

4/29/2011 1349 10.40 -1.81 86,700 33,100 55,000 30.4

5/5/2011 1008 11.10 -2.51 83,000 29,500 54,700 29.9

5/11/2011 1228 10.65 -2.06 78,200 30,100 52,600 30.1

5/19/2011 1039 10.12 -1.53 75,200 30,000 51,100 29.8

5/26/2011 1235 10.47 -1.88 73,890 31,200 53,800 29.9

6/2/2011 1056 10.50 -1.91 74,200 29,400 57,400 29.6

6/9/2011 1210 10.32 -1.73 72,200 32,100 51,000 29.6

6/16/2011 1035 10.00 -1.41 71,300 32,200 54,000 29.8

6/23/2011 1109 10.10 -1.51 71,900 31,600 55,650 29.8

6/30/2011 1009 9.85 -1.26 72,800 27,600 53,050 29.5

7/8/2011 1138 9.12 -0.53 73,150 29,800 54,450 29.9

7/14/2011 1414 9.48 -0.89 79,700 29,000 55,350 29.8

7/21/2011 1119 9.36 -0.77 74,100 34,000 54,100 30.0

7/28/2011 1229 9.55 -0.96 74,300 30,200 56,300 29.8

8/4/2011 1224 9.50 -0.91 72,700 31,500 53,000 27.7

8/11/2011 1209 9.37 -0.78 77,400 30,000 56,800 29.7

8/18/2011 1149 9.45 -0.86 74,100 30,100 55,500 30.0

ft. btoc: feet below top of casingTOC: Top of Casing

ft. NAVD 88: North American Vertical Datum of 1988umhos/cm: micromhos per centimeter

mg/L: milligrams per literC: Celsius

Note: TOC elevation is: 8.59 feet NAVD 88


Project: Florida Power & Light CompanyMiami-Dade County, Florida

Exploratory Well EW-1

EW-I Pad Monitoring Well Water Quality DataNortheast Pad Monitoring Well

(NE-EW PMW)

Depth to Water Specific

Date Time Water Elevation Conductance Chloride TDS Temperature Remarks

(hours) (ft. btoc) (ft. NAVD 88) (umhos/cm) (mg/L) (mg/L) (degrees C)


4/29/2011 1157 10.68 -1.80 80,400 29,900 53,800 30.4

5/5/2011 1157 11.40 -2.52 81,400 27.500 52,350 31.25/11/2011 1309 11.00 -2.12 76,800 31.600 51,200 29.7

5/19/2011 0958 10.48 -1.60 72,600 35,600 51,200 29.5

5/26/2011 1050 10.76 -1.88 71.360 29,500 52,900 29.7

6/2/2011 1134 10.78 -1.90 71,700 29,000 55,700 29.6

6/9/2011 1128 10.61 -1.73 69,700 32,300 50,650 29.36/16/2011 0958 10.35 -1.47 69,300 33,000 53,450 29.5

6/23/2011 1028 10.41 -1.53 69,400 30,600 55,600 29.5

6/30/2011 0928 10.15 -1.27 70,300 27,600 51,950 29.2

7/8/2011 1210 9.00 -0.12 72,570 30,100 54,150 29.9

7/14/2011 1338 9.75 -0.87 76,400 27,200 54,550 29.9

7/21/2011 1039 9.35 -0.47 72,200 32,600 49,760 29.7

7/28/2011 1119 9.51 -0.63 71,600 30.200 54.250 29.78/4/2011 1249 9.70 -0.82 64,400 31,500 53,850 27.5

8/11/2011 1059 9.25 -0.37 73.900 29,500 57,150 29.6

8/18/2011 1039 9.45 -0.57 71,900 29,400 54,850 30.0


ft. NAVD 88: North American Vertical Datum of 1988

umhos/cm: micromhos per centimetermg/L: milligrams per liter

C: CelsiusNote: TOC elevation is: 8.88 feet NAVD 88


Project: Florida Power & Light Company Y

Miami-Dade County, FloridaExploratory Well EW-1

EW-1 Pad Monitoring Well Water Quality DataNorthwest Pad Monitoring Well

(NW-EW PMW)





4/29/2011 1120 10.65 -1.81 86,300 33,700 56,400 30.0

5/5/2011 1051 11.40 -2.56 87,400 31,300 57,650 31.15/11/2011 1034 12.40 -3.56 79,100 33,500 55,650 30.4

5/19/2011 1113 13.90 -5.06 80,000 36,000 53,700 30.4

5/26/2011 1125 10.73 -1.89 75,130 32,300 55,450 30.4

6/2/2011 1215 10.75 -1.91 75,900 30,700 59,500 30.3

6/9/2011 1248 10.60 -1.76 72,500 32,200 51,950 29.9

6/16/2011 1118 10.25 -1.41 72,500 31,500 54,550 30.0

6/23/2011 1143 10.37 -1.53 73,300 31,600 57,750 30.3

6/30/2011 1049 10.10 -1.26 75,700 27,400 54,300 30.0

7/8/2011 1112 9.38 -0.54 74.100 30,700 53,950 30.3

7/14/2011 1524 9.75 -0.91 79,900 27,600 56,350 30.3

7/21/2011 1226 9.60 -0.76 76,200 32,600 54,500 29.7

7/28/2011 1154 9.80 -0.96 74,900 32,200 57,050 30.58/4/2011 1317 9.85 -1.01 78,000 30,500 59,300 28.7

8/11/2011 1134 9.61 -0.77 77,600 31,100 58,150 30.4

8/18/2011 1114 9.68 -0.84 73,100 30,000 55,350 30.6

ft. bloc: feet below top of casingTOC: Top of Casing





Project: Florida Power & Light Company Ams. V

Miami-Dade County, FloridaExploratory Well EW-1

EW-1 Pad Monitoring Well Water Quality DataSouthwest Pad Monitoring Well

(SW-EW PMW)


Date Time Water. Elevation Conductance Chloride TDS Temperature Remarks(hours) (ft. btoc) (ft. NAVD 8811 (umhos/cm) (mg/L) (mg/LI (degrees C)


4/29/2011 1025 10.60 -1.72 77,400 28,300 51,600 29.8

5/5/2011 0930 11.85 -2.97 75,200 29,000 49,400 28.7

5/11/2011 1124 16.40 -7.52 78,100 28,300 51,050 31.6

5/19/2011 1202 15.95 -7.07 73.100 29,700 48,450 32.6

5/26/2011 1155 11.20 -2.32 66,630 27,800 48,350 29.4

6/2/2011 1035 11.25 -2.37 68,500 26,000 52,600 29.4

6/9/2011 1319 11.05 -2.17 65,400 26,300 44,150 29.5

6/16/2011 1154 10.75 -1.87 64,900 27,000 48,450 29.5

6/23/2011 1214 10.85 -1.97 65,500 30,400 50,800 29.6

6/30/2011 1119 10.60 -1.72 68,500 24,300 46,650 29.4

7/8/2011 1045 9.85 -0.97 64,950 25,600 47,650 29.6

7/14/2011 1445 10.22 -1.34 69,900 24,800 48,300 29.6

7/21/2011 1154 10.10 -1.22 67,800 27,400 47,900 29.6

7/28/2011 1259 10.26 -1.38 67,000 26,600 48,650 27.7

8/4/2011 1157 10.30 -1.42 68,420 25,600 51,350 27.5

8/11/2011 1243 9.21 -0.33 67,800 26,400 51,150 29.7

8/18/2011 1219 10.15 -1.27 66,300 25,400 47,500 29.8

ft. btoc: feet below top of casing

TOC: Top of Casingft. NAVD 88: North American Vertical Datum of 1988

umhos/cm: micromhos per centimeter




Florida Power & LightTurkey Point

Exploratory Well EW-1Core Summary

Length ofCore Length Core Percentage Date

Number Cored Interval Cored Recovered of Recovery Collected(feet bpl) (feet) (feet)

1 1,721.5 - 1,734.5 13 3.3 25.4% 8/14/20112 2,026.0 - 2,040.0 14 12 85.7% 8/18/2011

3 2,110.0 - 2,124.0 14 2 14.3% 8/20/20114 2,288.3 - 2,302.3 14 13.00 92.9% 8/21/2011

feet bpl = feet below pad level


Florida Power & Light A 4

Turkey PointExploratory Well EW-1

Rock Core Lithologic Description

Core N: 2

Date Recovered: August 18, 2011

Interval Cored: 2,026-2,040 feet bpl

Amount Recovered: 12.0 feet

Recovery Percentage: 86%

Depth Interval (feet bpl)From To Observer's Description

Dolomitic Limestone; 100%, yellowish gray (5Y 8/1) to very pale orange (10yr 8/2), fine2,026.0 2,029.4 grained, well sorted, moderate induration, low intergranular porosity, minor moldic

porosity, low permeability, black accessory mineral.

Dolomitic Limestone; 100%, very pale orange (10YR 8/2) to grayish orange (10YR 7/4),

2,029.4 2,031.3 fine grained, moderate sorting, moderate to high induration, moderate intergranularporosity, low permeability, benthic foraminifera generally absent, black accessory mineral,laminated appearance.

Dolomitic Limestone; 100%, yellowish gray (5Y 8/1) to very pale orange (1OYR 8/2), fine2,031.3 2,033.6 grained, moderate sorting, moderate induration, moderate intergranular porosity, low

permeability, black accessory mineral.

Dolomitic Limestone; 100%, very pale orange (10YR 8/2) to grayish orange (10YR 7/4),fine grained, moderate to well sorted, moderate to high induration, moderate intergranularporosity, low permeability, benthic foraminifera generally absent, black accessory mineral,

laminated appearance.

Dolomitic Limestone; 100%, very pale orange (10YR 8/2) to grayish orange (10YR 7/4),fine grained (fine crystalline cement), well sorted, moderate to high induration, moderateintergranular porosity, low permeability, benthic foraminifera generally absent, black

accessory mineral.

Ifeet bpl = feet below pad level


Florida Power & Light

Turkey Point .I _ _4Exploratory Well EW-1


Core #: 3


Interval Cored: 2,110-2,124 feet bpl




Dolomitic Limestone; grayish orange (IOYR 7/4), fine grained, moderately well sorted, low2,110.0 2,112.0 induration, low to moderate intergranular porosity, low to moderate permeability, benthic

foraminifera (dictyoconus, fabiana, echinoid test?), thin bands of black accessory mineral.

[feet bpl = feet below pad level



Turkey Point B.lli-Exploratory Well EW-l


Core H 4


Interval Cored: 2,288.3-2,302.3 feet bpl




Dolomitic Limestone: grayish orange (IOYR 7/4), fine grained, well sorted, moderate induration,low intergranular porosity, low permeability, sparce benthic foraminifera, calcite/dolomite

2,288.3 2,299.9 replacement, thin darker bands (laminated), black accessory mineral.

Dolomitic Limestone (chalky): very pale orange (IOYR 8/2), fine grained, well sorted, lowinduration, low intergranular porosity, low permeability, benthic foraminifera generally absent,

2,299.9 2,300.6 black accessory mineral.

Dolomitic Limestone: grayish orange (IOYR 7/4), fine grained, well sorted, moderate induration,low intergranular porosity, low permeability, small localized pockets of honeycombed porosity,

2,300.6 2,301.3 sparce benthic foraminifera, calcite/dolomite replacement, black accessory mineral.



Florida Power & Light CompanyTurkey Point

Exploratory Well EW-1Deviation Survey Summary

Pilot Hole Reamed Hole

Date Depth Inclination Date Depth Inclination(feet bpi) (degrees) (feet bpi) (degrees)

5/13/2011 90 0.2 5/20/2011 90 0.55/14/2011 180 0.4 5/24/2011 180 0.46/3/2011 270 1 0.5 6/6/2011 270 0.0

5/29/2011 345 0.3 6/8/2011 360 0.15/29/2011 435 0.4 6/9/2011 450 0.25/30/2011 524 0.4 6/10/2011 540 0.35/30/2011 614 0.0 6/12/2011 630 0.55/31/2011 704 0.2 6/14/2011 720 0.45/31/2011 794 0.3 6/15/2011 810 0.45/31/2011 884 0.3 6/16/2011 900 0.36/1/2011 974 0.5 6/18/2011 990 0.46/1/2011 1,064 0.5 7/23/2011 1,080 0.17/1/2011 1,154 0.6 7/25/2011 1470 0.47/1/2011 1,244 0.3 7/26/2011 1,260 0.57/1/2011 1,334 0.4 7/27/2011 1,350 0.27/2/2011 1,424 0.4 7/29/2011 1,440 0.37/2/2011 1,514 0.5 8/10/2011 1530 0.57/3/20111 1,604 0.58/13/2011 1,664 0.18/15/2011 1,724 0.08/15/2011 1,784 0.18/16/2011 1,844 0.48/16/2011 1,904 0.48/17/2011 1,964 0.18/19/2011 2,024 0.38/19/2011 2,084 0.58/20/2011 2.,144 0.28/20/2011 2,204, 0.08/22/2011 2,264 0.0

11bpI = below pad level



Turkey Point

Exploratory Well EW-1Lithologic Description

Depth (ft. bpl)

Date From To Observer's DescriptionDolomitic Limestone; 40%, yellowish gray (5Y 8/1) to very pale orange (10vr 8/2), finecrystalline, moderate to well indurated, minor moldic porosity, low permeability, blackaccessory mineral; Dolomitic Limestone; 40%. pale yellowish brown (IOYR 6/2), fine

8/18/2011 2,020 2,030 grained (fine crystalline cement), well sorted, moderate to high induration, low tomoderate intergranular porosity, low permeability, benthic foraminifera generally absent,black accessory mineral; Limestone: 20%, Light olive gray (5Y 6/1), fine grained, wellsorted, moderate induration, low to moderate intergranular porosity, low permeability,benthic foraminifera (Dictvoconus).Dolomitic Limestone; 100%, pale yellowish brown (10YR 6/2), fine grained (fine

8/19/2011 2,030 2,040 crystalline cement), well sorted, moderate to high induration, low to moderateintergranular porosity, low permeability, benthic foraminifera generally absent, blackaccessory mineral.

Dolomitic Limestone; 100%, grayish orange (10YR 7/4), fine grained, moderately wellsorted, low to moderate induration, moderate intergranular porosity, low permeability.

8/19/2011 2,050 2,060 Dolomitic Limestone: same as above.8/19/2011 2,060 2,070 Dolomitic Limestone: same as above.8/19/2011 2,070 2,080 Dolomitic Limestone: same as above.8/19/2011 2,080 2,090 Dolomitic Limestone: same as above.

Dolomitic Limestone; 100%, grayish orange (10YR 7/4), fine grained, moderately well8/19/2011 2,090 2,100 sorted, low induration, moderate intergranular porosity, low permeability, benthic

foraminifera (Dictyoconus).8/19/2011 2,100 2,110 Dolomitic Limestone: same as above.

Dolomitic Limestone; 100%, grayish orange (10YR 7/4), fine grained, well sorted, low8/20/2011 2,110 2,120 induration, moderate intergranular porosity, low permeability, large benthic foraminifera

generally absent.

Dolomitic Limestone; 70%, grayish orange (10YR 7/4), fine grained, well sorted, lowinduration, moderate intergranular porosity, low permeability, large benthic foramniniferagenerally absent. Dolomitic Limestone; 20%, very pale orange (IOYR 8/2), fine grained,

8/20/2011 2,120 2,130 well sorted, low induration, low intergranular porosity, low permeability; Dolomite; 10%.pale yellowish brown (IOYR 6/2), fine crystalline, vugs and moldic porosity less than10%, high induration, low permeability, few benthic foraminifera (Dictyoconus), highdegree of calcite/dolom ite recrystallization.

Dolomitic Limestone; 50%, very pale orange (IOYR 8/2), fine grained, well sorted, lowinduration, low intergranular porosity, low permeability; Dolomite; 50%, pale yellowish

8/20/2011 2,130 2,140 brown (10YR 6/2), fine crystalline, vugs and moldic porosity less than 10%, highinduration, low permeability, few benthic foraminifera (Dictyoconus), high degree ofcalcite/dolomite recrystallization.Dolomitic Limestone: grayish orange (10YR 7/4), fine grained, moderately well to well

8/20/2011 2,140 2,150 sorted, low induration, low to moderate intergranular porosity, low permeability, benthicforaminifera (Dictyoconus).Dolomitic Limestone: 90% grayish orange (I OYR 7/4), fine grained, moderately well to

8/20/2011 2,150 2,160 well sorted, low induration, low to moderate intergranular porosity, low permeability,benthic foraminifera (Dictyoconus); Dolomite: 10%, grayish orange (I OYR 7/4), finecrystalline, vugs and moldic porosity less than 10%, high induration, low permeability.

Dolomitic Limestone: pale yellowish brown (10YR 6/2), fine grained, moderately well to8/20/2011 2,160 2,170 well sorted, low induration, low to moderate intergranular porosity, low permeability,

I__ _ _benthic foraminifera (Dict-'oconus)



Turkey PointExploratory Well EW-1Lithologic Description

Depth (ft. bpl)

Date From To Observer's Description

Dolomitic Limestone: 80%, pale yellowish brown (10YR 6/2), fine grained, moderately

well to well sorted, low induration, low to moderate intergranular porosity, low8/20/2011 2,170 2,180 permeability, benthic foraminifera (Dictyoconus), laminated; Dolomitic Limestone: 20%,

light olive gray (5Y 6/I), fine grained, moderately well to well sorted, moderateinduration, moderate intergranular porosity, vugs and molds less than 30%, benthicforaminifer (Dictvoconus americanus).

Dolomitic Limestone: 50%, pale yellowish brown (IOYR 6/2), fine grained, moderately

8/20/2011 2,180 2,190 vwell to well sorted, low induration, low to moderate intergranular porosity, lowpermeability, benthic foraminifera (Dictyoconus); Dolomitic Limestone: 50%, light olivegray (5Y 6/I), fine grained, well sorted, low induration, low intergranular porosity.

Dolomitic Limestone; 100%, grayish orange (IOYR 7/4), fine grained, moderately well8/20/2011 2,190 2,200 sorted, low induration, moderate to high intergranular porosity, low to moderate

nermeability.8/20/2011 2,200 2.2 10 Dolomitic Limestone as above.

Dolomitic Limestone; 100%, grayish orange (IOYR 7/4), fine grained, moderately well8/20/2011 2,210 2,220 sorted, low induration, moderate to high intergranular porosity, low to moderate

_ermeabilitv, benthic foraminifera (Dictvoconus).Dolomitic Limestone; 100%, grayish orange (IOYR 7/4) to very pale orange (IOYR 8/2),

8/20/2011 2,220 2,230 fine grained, moderately well sorted, low induration, moderate to high intergranularporosity, low to moderate permeability, benthic foraminifera (Dictyoconus).Dolomitic Limestone; 100%, grayish orange (10YR 7/4) to very pale orange (10YR 8/2),

8/20/2011 2,230 2,240 fine grained, moderately well sorted, low induration, low intergranular porosity, low touimoderate nermeahilitv, wyus (less than 5%)- benthic fnraminifera (Dictvoconnsi.

Dolomitic Limestone; 100%, grayish orange (IOYR 7/4) to very pale orange (I OYR 8/2),8/21/2011 2,240 2,250 fine to medium grained, some crystalline, moderately well sorted, low induration, low

intergranular porosity, low to moderate permeability, benthic foraminifera (Dictyoconus).

Dolomitic Limestone; 100%, pale yellowish brown (IOYR 6/2) to grayish orange (IOYR

8/21/2011 2,250 2,260 7/4), fine to medium grained, some crystalline, poorly sorted, low induration, low tomoderate intergranular porosity, moderate permeability, benthic foraminifera_Dictyoconus).

Dolomitic Limestone; 100%, moderate yellowish brown (IOYR 5/4) and pale yellowishbrown (10YR 6/2) to grayish orange (10YR 7/4), fine to medium grained, somecrystalline, poorly sorted, low induration, low to moderate intergranular porosity,moderate permeability, benthic foraminifera (Dictyoconus), black accessory mineral.Limestone and Dolomitic Limestone: Limestone, 60%, yellowish gray (5Y 7/2), very fine

grained, moderately well indurated, slightly fossiliferous, low porosity, low permeability;

8/21/2011 2,270 2,280 Dolomitic Limestone, 40%, pale yellowish brown (10YR 6/2) to grayish orange (10YR7/4), fine to medium grained, some crystalline, poorly sorted, low induration, low tomoderate intergranular porosity, moderate permeability, benthic foraminifera

I _ _(Dictyoconus), black accessory mineral.

Dolomitic Limestone:50%, pale yellowish brown (IOYR 6/2), fine grained, moderatelywell to well sorted, low induration, low to moderate intergranular porosity, low

8/22/2011 2,280 2,290 permeability, benthic foraminifera (Dictyoconus); Dolomitic Limestone:50%, grayishorange (IOYR 7/4), fine grained, moderately well to well sorted, low induration, low tomoderate intergranular porosity, low permeability, benthic foraminifera (Dictyoconus),

I I_ _ Ilaminated.



Turkey Point


Lithologic Description

Depth (ft. bpl)


Dolomitic Limestone: grayish orange (10YR 7/4), fine grained, well sorted, low8/22/2011 2,290 2,300 induration, low to moderate intergranular porosity, lowv permeability, sparce benthic

foraminifera, calcite/dolomite replacement.Dolomitic Limestone: grayish orange (IOYR 7/4), fine grained, well sorted, low

8/22/2011 2,300 2,310 induration, low to moderate intergranular porosity, low permeability, benthic_ foraminifera (Dictyoconus), calcite/dolomite replacement.Dolomitic Limestone: 75%, grayish orange (10YR 7/4), fine grained, well sorted, lowinduration, low to moderate intergranular porosity, low permeability, benthic

8/22/2011 2,310 2,320 foraminifera (Dictyoconus); Dolomitic Limestone: 25%, moderate yellowish brown(10YR 5/4), fine grained, well sorted, low to moderate induration, moderate intergranularporosity, low permeability, sparce benthic foraminifera.Dolomitic Limestone: 100%, pale yellowish brown (IOYR 6/2), fine grained, moderate

8/22/2011 2,320 2,330 sorted, low induration, low to moderate intergranular porosity, low permeability, benthicforaminifera (Dictyoconus).Dolomitic Limestone: 100%, grayish orange (IOYR 7/4) to dark yellowish orange (10 YR

8/23/2011 2,330 2,340 6/6), fine grained, some fine crystalline, moderately well sorted, low induration, low tomoderate intergranular porosity, some dark lamination, low permeability, benthicforaminifera (Dictyoconus).Dolomitic Limestone: 100%, grayish orange (IOYR 7/4) to dark yellowish orange (10 YR

8/23/2011 2,340 2,350 6/6), fine grained, moderately well sorted, low induration, low to moderate intergranularporosity, low permeability. benthic foraminifera (Dictyoconus).

Dolomitic Limestone: 100%, yellowish gray (5Y 7/2) and Light olive gray (5Y 5/2), fine8/23/2011 2,350 2,360 grained, moderately well sorted, low induration, low intergranular porosity, low

_ermeability. benthic foraminifera (Dictyoconus).Dolomitic Limestone and Limestone: Dolomitic Limestone., 80%, yellowish gray (5Y7/2) and Light olive gray (5Y 5/2), fine grained, moderately well sorted, low induration,

8/23/2011 2,360 2,370 low intergranular porosity, low permeability, benthic foraminifera (Dictyoconus);Limestone 20%, very pale orange (IOYR 8/2) to pale yellowish brown (10YR 6/2),micritic, moderate induration, very few fossils, some lamination, low porosity, low_ _ ermeabilitv.Dolomitic Limestone and Dolomite: Dolomitic Limestone, 90%, grayish orange (10YR

8/23/20 11 2,370 2,380 7/4), fine grained, poorly sorted, low induration, moderate intergranular porosity,moderate permeability, benthic foraminifera; Dolomite, 10%, pale yellowish brown(10YR 6/2), fine crystalline, slightly vugy (<0.05 mm).Dolomitic Limestone: 100%, pale yellowish brown (1OYR 6/2), fine grained, moderate to

8/23/2011 2,380 2,390 well sorted, low induration, moderate intergranular porosity, moderate permeability,I _ I _ I _ benthic foraminifera.8/23/2011 2,390 2,396 Dolomitic Limestone: same as above.

ft. bpl = feet below pad level



Exploratory Well EW-1Pilot Hole Water Quality

Total TotalDepth (ft Conductivity Dissolved Chlorides Ammonia Kjeldahl

bpl) (umhos/cm) Solids (mg/L) (mg/L) Nitrogen

(mgIL) (mg/L)

6/30/2011 1,100 1,228 610 61.3 0.04 0.557/1/2011 1,190 1,177 768 85.5 0.06 0.597/1/2011 1,255 1.167 776 97.3 0.03 0.567/1/2011 1,345 2,420 1,428 551 0.06 0.427/1/2011 1.435 2,900 1,736 640 0.08 0.447/2/2011 1.525 6,760 4,168 2,045 0.09 0.357/3/2011 1,615 5,660 3.548 1,670 0.08 0.45

8/13/2011 1.704 9,500 5,688 3,120 U 0.568/15/2011 1,794 14,670 9,260 5.010 U 0.578/16/2011 1,884 20,400 13,520 7,180 U 0.388/17/2011 1,974 25,190 16,910 9,160 U 0.22

ft bpl = feet below pad levelumhos/cm - micromhos per centimetermg/L = milligrams per literU = undetected



Exploratory Well EW-1Daily Kill Material Log

Date Depth (feet Kill Used Approximate Approximatebpl) Volume (gallons) Quantity (pounds)

7/7/2011 1655 Bentonite /Barite 5697/8/2011 1655 Bentonite /Barite 6,0647/9/2011 1655 Bentonite /Barite 2,085

7/10/2011 1655 Bentonite /Barite 1,137

7/11/2011 1655 Bentonite /Barite 9,4757/12/2011 1655 Bentonite /Barite 7597/13/2011 1655 Bentonite /Barite 4,5487/15/2011 1655 Bentonite /Barite 1,9257/16/2011 1655 Bentonite /Barite 2,2007/17/2011 1655 Bentonite /Barite 2847/18/2011 1655 Bentonite /Barite 2757/19/2011 1655 Bentonite /Barite 2757/31/2011 1542 Bentonite /Barite 18,9508/1/2011 1542 Bentonite /Barite 4,5488/2/2011 1542 Bentonite /Barite 2848/5/2011 1542 Bentonite /Barite 4,5488/6/2011 1542 Bentonite /Barite 2,274

8/10/2011 1542 Bentonite /Barite 6,4438/10/2011 1542 Salt 2,0008/13/2011 1722 Bentonite /Barite 6,2508/14/2011 1722 Bentonite /Barite 3798/17/2011 2026 Salt 2,0008/18/2011 2026 Bentonite /Barite 379 2,0008/19/2011 2110 Bentonite/Barite and Salt 570 2,0008/20/2011 2110 Bentonite /Barite and Salt 189 4,0008/21/2011 2288 Salt 568 6,0008/22/2011 2288 Salt 4,0008/24/2011 2396 Salt 379 2,000



Enclosure 2


Weekly Construction Summary #17 dated September 2, 2011




September 2, 2011 MHCDEP-11-0394



Dear Mr. May:

This is the seventeenth weekly construction summary for the above referenced project. Thereporting period for this weekly construction summary began at 7:00 AM, Thursday,August 25, 2011 and ended at 7:00 AM, Thursday, September 1, 2011. Consultant anddrilling contractor daily reports were prepared for this reporting period. Copies of theconsultant and drilling contractor daily construction logs are attached.

During tfie previous reporting period the drilling contractor drilled a pilot hole over theinterval from 2,026 feet below pad level (bpl) to 2,396 feet and cored thie intervals from 2,026feet bpl to 2,040 feet bpl, 2,110 feet bpl to 2,124 feet bpl, and 2,288.3 to 2,302.3 feet bpl.

During this reporting period, the drilling contractor drilled a pilot hole over the intervalfrom 2,396 feet bpl to 2,652 feet bpl. Pilot hole drilling was interrupted to allow coring ofthle intervals from 2,396 feet bpl to 2,410 feet bpl, 2,576 feet bpl to 2,578 feet bpl, 2,580 feetbpl to 2,590 feet bpl, and 2,638 to 2,652 feet bpl. A core summary table providing the lengthof core recovered for each of the cored intervals is attached. A lithologic description of eachof the cores is attached. The drilling contractor was preparing to collect another core at astarting depth of 2,652 feet bpl at the end of the reporting period. Pilot hole water sampleswere collected at 90-foot intervals during pilot hole drilling. The laboratory reports for thepilot hole water samples collected during this reporting period were not available by theend of this reporting period. The data for the pilot hole water samples collected during thisreporting period will be included in the next weekly construction summary. The data forthe pilot hole water sampled collected during the previous reporting period are included inthe attached pilot hole water quality table. Deviation surveys were collected at 60-footintervals during pilot hole drilling. A deviation survey summary sheet is attached.Lithologic samples were collected at 10-foot intervals during pilot hole drilling. Adescription of the lithologic samples collected during this reporting period is attached. A



daily kill material log providing a summary of daily kill material and kill volume isattached.

There was no casing installation, cementing, packer testing, or exploratory welldevelopment during this reporting period. There were no construction related issuesduring this reporting period.

During the next reporting period, it is anticipated thpilot hole drilling and collecting cores.

In addition, sampling of the pad monitor wells begaplace on a weekly basis since the initial sampling. TIsampled on September 1, 2011. The most recent set (available is for samples collected on August 25, 2011around EW-1 will continue until drilling and testinEthe pad monitor well water quality data summary s.

Should you have any questions regarding the abovecontact David McNabb at (561) 891-0763.

.SinCeredy,.

Nabb Hydrogeolo. ConsutnIc... :~~ .• b Y e Cnulting, Inc.

.D- . IWVXJ..W-

- "- David McNabtK P.G.

at the drilling contractor will continue

n on April 21, 2011 and has been takingie pad monitor wells were most recentlyif pad monitoring well sample results• Sampling of the pad monitor wellsof EW-1 has been completed. Copies ofheets are attached.

weekly construction summary, please

Shift ReportSummary Sheets

Attachments: Consultant Daily Construction LogLayne Christensen Company-DrillingPad Monitor Well Water Quality DataCore SummaryRock Core Lithologic Descriptions (CDeviation Survey SummaryLithologic DescriptionPilot Hole Water QualityDaily Kill Material Log

yre # 5-8)

Cc: George Heuler/FDEP-TallahasseeEmily Richardson/ SFWMDMatthew Raffenberg/FPLDavid Holtz/HCE

jII

De Haberfeld/FDEP-Tallahassee.on Reese/USGS)avid Paul/FGS


Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 4 of 43 gJ S, LLC y



Date: August 25, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 ¼A-inchStarting Depth: 2,396 feet bpl Ending Depth: 2,505 feet bplWeather Day: Mostly Cloudy, Windy Recorded By: Sally Durall/Mark McNealWeather Night: Fair and WindyActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor completed coring Core No. 5 from the depth of 2,396 feetto 2,410 feet below pad level (bpl) during the night shift, and currently trippingout of the borehole with the core.

0800 The drilling contractor is killing the well.0820 The core barrel is on the rig floor.0850 Core No. 5 has been retrieved and placed in a core box. A total of 6.1 feet of

core was retrieved. The drilling contractor is preparing to trip into the boreholewith the 12 ¼4-inch diameter drill bit to resume pilot hole drilling.

0925 The drilling contractor is killing the well.0945 The drilling contractor begins to trip the drill bit into the borehole.1030 Florida Spectrum Environmental, Inc. is on site to sample the pad monitor wells.1400 The drilling contractor has tripped into the borehole with the bit to the depth of

2,334 feet bpl.1405 The drilling contractor trips the deviation survey tool inside the drill pipe to the

depth of 2,324 feet bpl.1425 The drilling contractor trips the deviation survey tool out of the drill pipe. The

survey result is 0.1 degree.1440 Resume tripping into the borehole with the bit.1600 The drilling contractor resumes drilling the pilot hole from the depth of 2,396

feet bpl.1710 Drilling the pilot hole at the depth of 2,409 feet bpl.1830 The drilling contractor is drilling the pilot hole at a depth of 2,423 feet bpl.1900 The drilling contractor has kelly down at 2,424 feet bpl and is circulating the

hole prior to taking a water sample.1930 The drilling contractor trips the deviation survey tool inside the drill pipe to the


survey result is 0.1 degree.2015 The drilling contractor makes a drill pipe connection (45 feet) and resumes

drilling the pilot hole from the depth of 2,424 feet bpl.

082511 Page 1 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 5 of 43 JSu.c


2115 The drilling contractor is drilling the pilot hole at the depth of 2,429 feet bpl.2215 The drilling contractor is drilling the pilot hole at the depth of 2,438 feet bpl.2300 The drilling contractor is drilling the pilot hole at the depth of 2,442 feet bpl.0000 The drilling contractor is drilling the pilot hole at the depth of 2,450 feet bpl.0100 The drilling contractor is drilling the pilot hole at the depth of 2,460 feet bpl.0200 The drilling contractor is drilling the pilot hole at the depth of 2,467 feet bpl.0215 The drilling contractor has kelly down at a depth of 2,469 feet bpl and is

circulating the borehole in preparation of a deviation survey.0245 The drilling contractor trips the deviation survey tool inside the drill pipe to the


survey result is 0.2 degree.0345 The drilling contractor makes a drill pipe connection (45 feet) and resumes

drilling the pilot hole from the depth of 2,469 feet bpl.0400 The drilling contractor is drilling the pilot hole at the depth of 2,471 feet bpl.0500 The drilling contractor is drilling the pilot hole at the depth of 2,483 feet bpl.0620 The drilling contractor is drilling the pilot hole at the depth of 2,501 feet bpl.0700 The drilling contractor's shift change takes place. The pilot hole depth is 2,505

feet bpl.

082511 Page 2 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 6 of 43 /MJS.C '•



Date: August 26, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 'A-inchStarting Depth: 2,505 feet bpl Ending Depth: 2,576 feet bplWeather Day: Clear and Hot, Afternoon Recorded By: Eric Meyer/Mark McNeal

Squall with Wind and RainWeather Night: Clear and WarmActivity: Pilot Hole Drilling and Preparing to Core


0700 The drilling contractor's shift change takes place; the pilot hole depth is 2,505feet below pad level (bpl).

0730 The pilot hole depth is 2,514 feet bpl (kelly down). A pilot hole water samplewas collected at this depth.

0815 The drilling contractor conducted a deviation survey at the depth of 2,504 feetbpl. The result of the survey is 0.0 degrees.

0915 The drilling contractor is drilling the pilot hole at the depth of 2,521 feet bpl.1025 The drilling contractor is drilling the pilot hole at the depth of 2,537 feet bpl.1106 The drilling contractor is drilling the pilot hole at the depth of 2,546 feet bpl.1200 The drilling contractor is drilling the pilot hole at the depth of 2,556 feet bpl.1218 The drilling contractor is drilling the pilot hole at the depth of 2,559 feet bpl and

is cleaning up the borehole prior to making a drill pipe connection.1305 The drilling contractor added one piece of drill pipe (45 feet); when drilling

resumed, the rig's air compressor shutdown due to a system fault. The drillingcontractor has contacted the compressor supplier and awaits direction forcompressor re-start or repair.

1700 The drilling contractor continues to work with the air compressor supplier'smechanic at the site to repair the air compressor.

1800 The air compressor repair has been completed and the drilling contractorresumes pilot hole drilling at a depth of 2,560 feet bpl.

1900 The drilling contractor is drilling the pilot hole at the depth of 2,573 feet bpl. Theformation appears to be getting slightly harder. The drilling contractor willcirculate for a while and see what we have before proceeding any further withcoring possible at this depth.

1945 The drilling contractor has been instructed to collect a core at this depth. The topof the core will be 2,576 feet bpl. They will circulate the hole then begin trippingout with the 12 1/4-inch diameter pilot hole bit and trip in the core barrel.

0230 There are two collars remaining in hole. The drilling contractor is killing theannulus.

082611 Page 1 of 2


-McNabb Hydrogeologic Consulting, Inc.

,'Q,-JSac yL

0445 The core barrel is hanging in the derrick. The drilling contractor starts trippingthe core barrel into the borehole.

0700 The drilling contractor's shift change takes place. Tripping the core barrel intothe borehole continues.

082611 Page 2 of 2



zeJS,u~ y45i. L


Date: August 27, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,576 feet bplWeather Day: Clear and HotWeather Night: Clear and WarmActivity: Pilot Hole Drilling and Coring

FDEP UIC Permit #:0293962-001-UCWell No.: EW-1Bit Diameter: 12 '/4-inchEnding Depth: 2,580 feet bplRecorded By: Eric Meyer/Mark McNeal


0700 The drilling contractor's shift change takes place and tripping the core barrel tothe depth of 2,576 feet below pad level (bpl) continues. The planned coringinterval (Core No. 6) is 2,576 feet to 2,590 feet bpl.

10:00 The drilling contractor started to drill Core No. 6 at a depth of 2,576 feet bpl.1044 The drilling contractor stops the core after drilling two feet due to excessive

pump pressures.1100 The drilling contractor is preparing to trip the core barrel from the borehole.1700 The drilling contractor has tripped all but one stand of drill pipe.1720 The core barrel is on the floor. The Core No. 6 consists of a single piece of rock

core approximately 11 inches hi length.1745 The drilling contractor is preparing to trip back to bottom to clean out the pilot

hole to a depth of at least 2,580 feet bpl.0030 The drilling contractor has tripped in to 2,576 feet bpl with the pilot hole bit to

clean out the bottom of the borehole before making another core attempt.Drilling resumes at this depth.

1245 Drilling has reached a depth of 2,580 feet bpl. The drilling contractor willcirculate the borehole to clean it up before tripping out of the hole.

0700 The drilling contractor's shift change takes place. Tripping the drill bit from theborehole continues.

082711 Page 1 of 1



610S.c 'LC


Date: August 28, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,580 feet bplWeather Day: Clear and HotWeather Night: Warm, Cloudy, RainActivity: Pilot Hole Drilling and Coring

FDEP UIC Permit #:0293962-001-UCWell No.: EW-1Bit Diameter: 12 ¼-inchEnding Depth: 2,590 feet bplRecorded By: Eric Meyer/Mark McNeal


0700 The drilling contractor continues tripping the drill bit out of the borehole inpreparation for coring at the depth of 2,580 feet below pad level (bpl).

0815 The drilling collars and drill bit are being removed from the borehole.1000 The drilling contractor is killing the well to lower the head prior to tripping in

with the core barrel.1115 The drilling contractor starts to trip in the core barrel to the bottom of the

borehole at the depth of 2,580 feet bpl.1350 The drilling contractor tags the bottom of the borehole at 2,580 feet bpl with the

core bit and begins drill-ing Core No. 7.1800 Coring continues at the depth of 2,585 feet bpl.2030 The core is cut to 2,590 feet bpl. The drilling contractor is preparing to remove

the core from the borehole.0130 The airline and one 90-foot stand has been removed from the well. The drilling

contractor is killing the drill pipe. Water level in the annulus has beensuccessfully lowered.

0330 Thirteen stands of drill pipe have been removed from the borehole and are onthe floor. Tripping out of the well continues.

0530 The core barrel is up on the floor; the drilling contractor is preparing to open upthe core barrel.

0545 The core barrel from Core No. 7 (2,580 to 2,590 feet bpl) contains 10-inches ofdolomitic limestone. The drilling contractor is preparing to trip back to thebottom of the borehole with the 12 1/4-inch bit to wipe out the core hole andresume pilot hole drilling.

082811 Page 1 of 1

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 10 of 43 is .LLC

McNabb Hydrogeologic Consulting, Inc. -


Date: August 29, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 ¼A-inchStarting Depth: 2,590 feet bpl Ending Depth: 2,638 feet bplWeather Day: Cloudy, Rain and Warm Recorded By: Eric Meyer/Sally DurallWeather Night: Cloudy, Rain, WarmActivity: Pilot Hole Drilling


0700 The drilling contractor completed Core No. 7 at the depth of 2,590 feet belowpad level (bpl) and is preparing to trip back into the borehole to resume pilothole drilling.

0930 The drilling contractor is tripping the drill bit and collars into the borehole.1030 The blowout preventer (BOP) has been secured and the drilling contractor

continues tripping drill pipe into the borehole.1315 The drilling contractor resumes pilot hole drilling.1345 The pilot hole depth is 2,590 feet bpl. The drilling contractor is circulating the

borehole to remove cuttings prior to proceeding with pilot hole drilling. Thepilot hole will be drilled to 2,595 feet bpl then circulated clean.

1425 The drilling contractor resumes drilling the next 5 feet of pilot hole (to 2,595 feetbpl).

1500 The pilot hole depth is 2,595 feet bpl. The drilling contractor is circulating theborehole clean.

1620 The drilling contractor is circulating to clean the cuttings from the borehole atthe depth of 2,600 feet bpl.

1635 The drilling contractor is proceeding with the pilot hole drilling to the kellydown depth of 2,604 feet bpl.

1705 The drilling contractor has reached the kelly down depth of 2,604 feet bpl andcirculating the borehole.

1800 The drilling contractor continues to circulate at 2,604 feet bpl.2140 The drilling contractor collects a pilot hole water quality sample at 2,604 feet

bpl.2145 The drilling contractor disconnects the drill pipe and trips the deviation survey

tool to the depth of 2,564 feet bpl.2205 The deviation survey is complete. The survey result is 0.4 degree.2210 The drilling contractor makes a drill pipe connection and resumes drilling the

pilot hole from the depth of 2,604 feet bpl.2325 Drilling the pilot hole at the depth of 2,610 feet bpl. The drilling contractor is

circulating the borehole clean to evaluate for a possible coring depth.

082911 Page 1 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 11 of 43 ,,MJ S. LLC


0010 Resume drilling the pilot hole for approximately 2 feet to continue to evaluatefor a possible coring depth.

0145 Resume drilling the pilot hole from 2,612 feet bpl.0315 Drilling the pilot hole at the depth of 2,625 feet bpl.0345 Drilling the pilot hole at the depth of 2,630 feet bpl.0435 The drilling contractor is circulating the borehole clean at the depth of 2,638 feet

bpl to evaluate for a possible coring depth.0510 Core No. 8 coring depth is selected to begin at the depth of 2,638 feet bpl. The

drilling contractor will continue to circulate the borehole clean in preparationfor coring.

0700 The drilling contractor has removed the air line from the drill pipe and ispreparing to trip out of the hole with the 12 1/4 inch bit.

082911 Page 2 of 2



AeJ s.u LL


Date: August 30, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,638 feet bplWeather Day: Cloudy, Rain, WannWeather Night: Rain, WarmActivity: Preparing to Core

FDEP UIC Permit #:0293962-001-UCWell No.: EW-1Bit Diameter: 12 '¼-inchEnding Depth: 2,638 feet bplRecorded By: Deborah Daigle/Sally Durall


0700 Core No. 8 coring depth is selected to begin at a depth of 2,638 feet bpl. Thedrilling contractor has removed the air line from the drill pipe and is preparingto trip out of the hole with the 12 1/4-inch bit.

0730 The drilling contractor begins tripping out of the hole with the 12 1/4-inch bit.0930 The drilling contractor will discontinue tripping out of the hole to perform

maintenance on the rig. Six strings of drill pipe have been tripped out of thehole.

1130 The drilling contractor continues rig maintenance.1620 The drilling contractor resumes tripping out of the hole with the 121/4-inch bit.1815 The drilling contractor is in the process of killing the well.1920 The drilling bit is on the rig floor. The drilling contractor is preparing to trip in

the borehole with the core barrel.1950 The drilling contractor begins to trip in the hole with the core barrel.0340 The drilling contractor resumes tripping in the borehole with the core barrel.0525 The drilling contractor begins to trip inside the drill pipe with the airline.0630 The drilling contractor continues tripping the airline inside the drill pipe and

prepares to run Core No. 8.0700 The drilling contractor prepares to run Core No. 8.

083011 Page 1 of 1

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 13 of 43 , iJS .iic



Date: August 31, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 ¼-inchStarting Depth: 2,638 feet bpl Ending Depth: 2,652 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally DurallWeather Night: Cloudy, Lt. Rain, WarnmActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor prepares to drill Core No. 8.0730 The drilling contractor has started circulating the borehole in preparation for

coring.0740 The base of the core barrel tags the top of the coring interval at the depth of

2,638 feet below pad level (bpl). The drilling contractor begins drilling Core No.8.

1146 The drilling contractor has completed coring Core No. 8 to a depth of 2,652 feetbpl, and is preparing to trip the drill pipe and core barrel out of the borehole.

1200 The drilling contractor begins to trip the drill pipe and core barrel out of theborehole.

1500 The drilling contractor continues to trip the drill pipe and core barrel out of theborehole.



2025 The core barrel is on the rig floor.2050 Core No. 8 has been retrieved and placed in a core box. A total of 8.5 feet of

core was recovered. The drilling contractor is preparing to trip in the boreholewith the 12 '/4-inch diameter bit and continue pilot hole drilling.

2220 The drilling contractor begins to trip in the borehole with the 12 ¼4-inchdiameter drilling bit.

0205 Resume drilling the pilot hole from the depth of 2,638 feet bpl.0240 Drilling the pilot hole at the depth of 2,648 feet bpl.0335 The drilling contractor has kelly down at 2,649 feet bpl and is circulating the

borehole clean.0355 The drilling contractor trips the deviation survey tool inside the drill pipe to the


survey result is 0.3 degree.

083111 Page 1 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 14 of 43 .'JS,J.C

M cNabb Hydrogeologic Consulting, Inc. 40430 The drilling contractor makes a drill pipe connection (45 feet) and resumes

drilling the pilot hole from the depth of 2,649 feet bpl.0530 The drilling contractor has drilled the pilot hole to the depth of 2,652 feet bpl

and currently circulating the borehole clean in preparation of drilling Core No.9.

0620 The drilling contractor begins tripping the drill pipe and 12 1/4-inch bit out of thehole.

0700 The drilling contractor continues tripping the drill pipe and 12 1/4-inch bit out ofthe hole.

083111 Page 2 of 2

LA YNE CHRISTENSEN COMPANY - DRILUNG SHIFT REPORT

.LIENT /-a 0 , LProposed Turkey Point Units 6 and 7lpp.kpt No.; 52-040 and 52-041

L-2011-388 Enclosure 2 Page 15 of 43DATE 9-Z-

•0 -l a j Q V6 -I I% ~k--J I vJa . I I I r

-r. L1. -1-- /-3 -JOBSITE NAMEE JOESITE LOCATION '-. 4)PERSONN EL EMPLOYED TODAY

Crew Per Diem? Onslte Offsite TotalEmployee - Full NameAsogonment (X) Hours HOURS Hours

~s4-us V


Quantity Description

znf ýSz A


Description Unit 4 Status

Working WK Mobilization ME

Standby J R Demobilization DM

Down in Shop DS Available in Yard AT

Down us Sire DN Available or Job AV

TIME OF ACTIVITY BY ITEM #

Fros, To Circle One Item r

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

" IDAILY ACCOUNTING OF ACTIVITIES BY ITEM 0

Iten Cost Code Labor Activity HOurs

1 DOD Short Duration Job

2 S1T0 Orsite Mob/Danob

3 11150 Job Preparation

4 15200 Safety Meeting

S 0DDS Training - Overhead

H 0006 Shop - Overhead

7 0D07 Maintenance -Overhead

8 11250 Training -Job Chargeable

9 130D Site Clean up

10 11350 Install Sound Walls

11 114D0 Install Decon Pad

12 1240D Install Surface Casing

Eg 11500 Install Roadway & Drill Pad

14 12D50 Test Hole Drilling

is 12100 Geophysical Logging & Other Testing

16 12150 Aquifer Zone Testing

7 12200 Borehole Abandonment

18 13050 Production Well Installation

19 13100 Install Conductor Pipe

20 13100 Drill Pilot Hole

01 13200 Geophysical Logging & Other Testing


23 13300 Borehole Abandonment/Cement Plugs

24 13350 Reaming

25 230 Under Reaming

26 13450 Install Casing

27 13500 Install Screen

2R 13550 Gravel Pack The Well

29 13600 Install AnnularSeal

30 13650 Water Watching

31 14050 Well Development Air Uft a nd Swab

32 141D0 Disposal of Fluids & Cutings

33 14150 Furnish & Install Test Pump and Discharge

04 14200 Development Pumping

3S 14250 Test Pumping

36 14300 Disinfection and Chlorination

37 19050 Offslie Activities Mob/Demob

38 19100 Shop

30 19150 Administration

40 19550 Other Activities Standby

45 19600 Fishing for Lost/Broken Tooling

42 29650 Change Order Activities

43 09000 Equipment Repairs

44 90170 Damages

45 90200 Job Superintendent

Lunch

TOTAL HOURS

COMMENSTS -EVENTS - CONDITIONS CHOANGES -OTHER INFORMATION

~-r0,~ c v~~~2LEL 4•Y GVco

- Uý2~N ~>7H 24,7

Install.er's Sinature- Da

Instelle" s SignatureLMG DSR 1. M•209

-" Date Client's Signature PAYROLL Date 5uperviso•'s Ss Date

WimneLA YNE CHRISTENSEN COMPANY - DRILLING SHIFT REPORT

CLIENT F•2L-IOBSITE NAME 67

Proposed Turkey Point Units 6 and 7DL0k3t NEn. 52 010 and 52 014L-201 1-388 Enclosure 2 Page 16 of 43

DATE JOB# /7 7/EPT P A IOAITE LOCATLON riNG4T LOCATION

EQUIPMENTIDEPWIEDTODAY DAILY ACCOUNTING OF A/VFE BY ITEM NIPERSONNEL EMPLOYED TODAY

Crew E Per Diem? Onsite Oftsite TotalEmrployee - Full Nanme

Assignment (X) Hours Hours Hours

AP&o 4woA-q __6ý _L /Z

i2. c. .- P elt6 Cesar z- _



If

Description UnitO Status

Standby SB Demobilization DM

Down in Shop DS Available in Yard AY

Down on Site DN Available on Job AV

TIME OF ACTIVITY BY ITEM B

Fromn To Circle One Item I

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

Item B Cos Code Labor Activity Hours

1 10000 Short Duration Job

2 11100 Onsita Mob/Demob

3 11150 lob Preparation


S 000$ Training- Overhead

B BOO6 Shop- Overhead

7 0007 Maintenance - Overhead

B 11250 TraininE- Job Chargeable

9 11300 Site Clean up

10 t13SO Install Sound Walls

1B 11400 Install Decon Pad

12 11450 Install Surface Casing

13 1 11500 Install Roadway & Drill Pad

14 12010 Test Hole Drilling


1B 12110 Aquifer ZoneTesting


iB 13010 Production Well Installation

19 13100 linstall Conductor Pipe




235 13300 Borehole Aba ndonment/Cement Plugs

924 03350 Rearning

25 _13300 Under Reaming

26 134S0 Irnstall Casing

27 13500 install Screen

28 13510 Gravel Pack The Well

29 13600 Install Annular Seal

3B 13650 Water Watching

31 14050 Well Development Air Lift and Swab

32 14100 Disposal of Fluids & Cuttings

33 t4150 Furnish & Install Test Pump and Discharge

34 14200 IDevelopment Pumping

35 14250 ITest Pumping

3 14300 I Disinfection and Chlorinaton

3 19050 Offsite Activities Mob/Demob

38 191DB Shop



41 19600 Fishing for LostIBroken Tooling


43 B80D jEquipment Repairs

44 00170 Damages

45 902B aJob Superintendent

Lunch

COMMENTS - EVENTS - CONDITIONS - CHANGES - OTHER INFORMATION

rlk S Li , -r Q 1Yh I "kse mk,- "~ 4O'

+ e • Y . / -6

~ P~6P O1 ~ a /~•rt A~ i~ s 4~7~d4'',# ,4 ..... 5LTOTAL HOURS

onstallers Signature Date Client's SignatureccC n....e. PAYROLL

Zj12 -

Date Supervisar's Signature, Date

LA Yive" L1"HI3 1 i'V3VIV LU IP",4NV Y - UIKILI."V WIlW" I KIt1UK I

CUM, Proposed Turkey Point Units 6 and 7

tw itDocket Nos. 52-M4U and 52-U41L-2011-388 Enclosure 2 Page 17 of 43,

DATE_ _

EQUIPMENT DEPLOYEDYODAY

~n~," F 9. • -M

DAMLYACCOUNTING OF ACTIVITIES DY ITEM 4PERSONONEL EMPLOYED TODAY

Fop I1srr~? O~i50 TolsiCrevv

Assintnimo Erplo. -FN I NamePet D~am? Cruaile

H'ours Hours

Total

HoursDescr , Won Sislug

(07rfr Hur


4-4-

6-0-

WorkiAn WE Moblao0on-- - ____ 4. -- 4-

S•,ondbVf I _, Om~bblImUr, aM-

,Down I Sh0p DS Avai b" ID inYrd AV

O00vn4 SI I D• I Ava table on Job AV

TtMEOFACTWIIY BY ITEM i

Quirnky Descr~i~q Fr"m To Cloc/e One Itcs fJ

Ys'i ~*I AM PMIA tI ~ ~ p 1%& .-- t --- I ,' Fc 4 ý

e,. is~~~~1~

AM PM ~AM PM .0.L.4L

.J • "), ,.9- :. ... 41 AM PM --

AM FM F~AM PM

TI/K IT AM PM

AM PM

gem t Cst Code L1sbor AcLoly HBurm

1 10000 Shon. Osur tlunj ob 9

2 1110 0rsilelftb/0Mrnob2 1M510 IobaPeparallon

4 11200 el0yM' g IE

$ 0000 Irainling Overhead

6 . 000 S hop - Ovalhead

"- 0007 tto.a• rnanr Overhead

A 11250 i r.sAnAS, Job Charg-ablc _

S 3100 O 0 Clean up

10 11350 IunnlSaoundWals

11 11400 Ins•.igOesn Pad

10 11450 bslluracoCski

13 10000 narifloadway& DIsPad

14 12050 torn HDM D05R&lr.

15 1Z100 0oopA.osulLoln• &ClkerTuudrr

16 21050 kquitr Zono Testlng

17 12200 DorehicAbandonam ernt

10 13050 Po0duction WOIa&lkatilon

19 10100 Ifl•sroCnducor P p

20 I305 0D1PIF0tHeo' - .,

21 13200 0•0FharI to10400 & Olther'elsng

22 10210 Ar, urcr Zono Tesiln_

aho0• tn ct RanDm~ c~cn•lg23 13300 muooelnnom elCmn us _______

24 10350 Rcamos

30 13400 Ulndcr Reaming _______

21. 13450 Inskal CaE _g

07 13000 ilob Dceen

08 10550 Gravel Pack The Wel

239 12000 , koIAon Annular $031

30 10010 woatr Waldrign

31 14050 Wel1 Devtoipmnct Air UIrU0Td Swab

32 14100 Dbiposal o -59dM, & Culngs

33 11090 FuI vpsli 1. In0,1 Test Pump and D5I wk, rgc

36 14200 OeclopmenIp.umpirng

J5 14250 el-tPumping

Irk 1,1300 Disrecetoon and Ch$&lnulvs _______

37 19050 Olflle AcluIms MO/Oernob

3" 19100 TI-op

39 19150 4d n 55nhhu n

40 19550 OthorAtihkes Standby

41 1Ot00 Fishig. 1os LosO/lroken TooMS

42 195S0 Change War Asllvlls

43 06000 tpulpurn fhl r __Repair

44 90170 Damages

45 1 1 lob SLupolitntef%0"5 l_ _

TOTAL HOURS

1uprsl~rOiInO~tS . -- Lun Uh

___A I [I 4-•'2hL4AM PM

AM PM- I .o-..... . . ..-.

AM F'M

AM PM____ F 4- 4

AM PM-I

AM PMI - - I -

AM PMF 4- 4

AM FM- 1* S

AM FM_________ I

AM PM

(t~9fi)~LA1.IVIt LrKI3 I)IV=1IV L(UJlIVI Y V -UKILLiIVU 3111"I KI I:FVl

roposed Turkey Point Units 6 and 7 .... 5?/{z., 1/CLIENT FJO54ENAME

Pr

Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 18 of 43

EQU IPMENT DEPLOYED TODAY

,030 1/77/

0..-i.i.E L.CA1i .OS. .. .

oIFACCOU11HM~MA-.wr1110ffEWImIIPitSONNIEL EMPLOYED TODAY

________ T.T 0 Per Diem?Crew

AsseignmerntEmphyve. • FuI4Name

Per Diem?EX)

oroiteHouri Hours

Total

NouwDescrition Unti

Cot - . .... 2

i ~ ~ v- 0-l KilL /2-

MATER 80 UISED TODAY

Qurnl5v Description

1ASar-A ___ __

W%/e5 A e4ve-Wo.

I 0-

I.-.-

I -

Workroa WK Mob~imilm M1

$1crldly 51E Damobellutern EM

DownmShop DS Avolabiem! Yard AY

Dow. an see ON AvItalED or Job AV

TIME OF ACTIVITY BYITEM

From To Circle Ore

A PM

AM PM

AM PM4 *I I'

AM PM'I - 1-

AM PM

AM PM.4 *I I-

AM PM

AM PMAM PM

perml CoItCode Labbor Anvim y Hours

i s J 111D niabheraluaeDoronob

3 11150 job Pepamaal•n

4 21200 .•leIyMeulng

&M 1 r lnlniiý Overhead

S 006ýB oip -Overhleud

7 000? oreanco - Ovhead

.111230 rdnse4 JobChargeable

9 .11300 • cleunup

10 113SO ,TalkS.UedWuJA

11 114E0 .0snoE•ooeer P43

1z 41450D r isloS:u'rface Coaing

13 11D50 'lsla obllodway &s DrI0 Pad

14 12050 451 4 10

1s 12100 eophyslcal Lo'000 & Othe. r Touttn

16 12150 "5•iifeerZoneTesrn_

.IT 12200 fehoreAbnndon•i . . . .

1R 1502 0 krducllorn Wilalalatlo•n

19 1318o nslal Conductor Pipe

20 13150 lJia 40tHoice

21 11420 ophysol qS 1 1& 01ho c- fle10 0_ __

22 13250 ,3qullcr Zone Ter ng

23 13300 IioreOXholýAleandonni eCere tOII UR.

24 13356 .. earmin.

25 11400 )Ionde Rlidamir

27 13500 insjaicueue

28 13550 !r.veD Pock The Weill

29 1300 nsink Annular Eeak

30 13550 oler Wa chng

31 14050 Vol povelpmenl Ar Ulo and Swab

32 14100 ksposoliobFPFldi & Cul~hgg

U• 14130 F'0nhh & L'eI•lTcIS PFumoe, nd OtIchilllc

34 14200 Devo~spmorA Pumpln3g

3S 14230 Tels Purnpira

36 14300 hIonractlor and Chlofnullen

37 190SO Olfdse Arckiles Mob/Demob

30 10100 Shop i

39 3 10150 Admhnlbtratlcn

60 19550 orScrActleI~ StandbyJ

45 19600 iEu o for LosllrokonecTJrr IT_45 1OG1O ChaeEo OrdorAivilUotI

4a 81000 EquipmentlRep3s

44 90A70 Damazve3

41 90200 lob Superintendent

Lunch

TOTAL HOURS

AM PM

AM PM

AM PM

AM PM4 'I F

AM PM___________ I 'I I

AM PM_____ 4 *4 F

AM PMI 'I F

I. __ I jAM PM

AM PM

COMMErN75-EVLNT4eSCO14DMTONS -CHANGES - OTHER 9l00AMATION

2-5 a P0 6ý 1rOMMEII/I$ ,• lVlf•]'•,

¢ON DmONE

-CHANGES

• OTHrR •FO•MAYK•N

_D' 16Aj 60

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LtCVSNI 012009Out, ~z~Zp=. ~AVRLL :1km

111*ýoLA YNE CHRISTENSEN COMPANY - DRILLING SHIFT REPORT

posed Turkey Point Units 6 and 7 DATE g- 7-11ProCLIENT

..........AM... -

DuckeI Nuts. 52-040 and 52-041- iL-2011-388 Enclosure 2 Page 19 of 43 EDay ShiftO


,oo, /Z771JOBSrTE LOCATION 7 i, _" / e r "

DAILY ACCOUNTING OF ACTIVIKES BY ITEM 11PERSONNEL EMPLOYED TODAY

Crew Per Dien? Onsite Offsite TotalEmployee - Full Name

A(0sgpment, (X) Hours Hours Hours

CT IV m _< nre• rv, 6?-1'• •)c ,e r., I(7..

-\ '-4--.<

_-A

4 8 4


Desrpior" Unit # Status

Working WK Mobilitation MB

Standby SB Dertobilization DM


Down on M Site ON A]labe nJb A

TIME OF ACITVITY BY ITEM

To CrcleOne Item I

Z' -;A ) AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

Itemr Cost Code LaborActivity Hours


2 12100 Onslite Mob/Demob


4 11200 Safely Meeting

S 0005 Training -Overhead

6 0006 Shop-Overhead


8 11250 TraIning - Job Chargeable



11 11400 Install Decon Pad


213 11500 Install Roadway & Drill Pad

14 12050 Test Hole DrIlling

is 12100 Geophysical Logging& OtherTesting

16 12150 Aquilfef Zone Testing


Is 13050 Production Well Installation






24 133S Seaming

20 13400" Under Reaming

26 13450 install Casing




30 13650 WaterWatching

31 14050 Welt Development Air Lih and Swab

32 14100 Disposal of Fluids & Cuttings _ __.

33 14150 Pumish & Install-Test Pump and Discharge . __, __

34 . 14200 evelopment Pumping

AM . PM 14250 rest Pumping

AMu~s N 5300 D~Iisinfection and Chlorination . ________

11 F* I • 19050 3ffsite Actvitie-sMob/Denob

COMMENTS - EVENTS - CONDmITONS -CHANGES -OTHER INFORMATION

0 C-9- 6Nd- "2LAA J.TA A4-Jc 7u. 4, P.,1,J .9 ,, ' A A n1- (0/ / -¢P' q?q, /n. 'a/r

/9~~-7' Jf;K6 ,..,1,2 - +' A v//)i (T o 4,,'-4,,,, Q f250 17erC

. 19100 Shop



42 19600 Fishir•fi fr•tu oken Tooling

42. 19650 Change Order Activlties

43 88000 Eqoip•en Repairg ;

44 90170 Damages

4S 90200 Job Superintendhnt

Lurtd5,., " .

h'____._'__ ._ TOTAL 801UR3 ."' _____* '/ '.,-

-A ~

- /I7-nn4 ýri t' l'b(e-I - I

9,

Installer's SignatureCC DSRl082209

DateClient's'Signa tu re .PAYROLL

Date Supemilor's Slgnature Date


UzCLIENT

JOBSITE NAME EW -)

Proposed Turkey Point Units 6 and 7Deekt Nos. 52 040 and 52 041L-2011-388 Enclosure 2 Page 20 of 43

DATE

Night Shift IEQUIPMENT DEPLOYED TODAY

JOB#

JOBSITE LOCATON ~ G 4DAILY ACCOUNTING OF ACTIATTIS BY ITEM IHPERSONNEL EMPLOYED TODAY

Crew Per Diem? Onsrne OMilte TotalEmployee - Full Name

Assignment (X) Hours Hours Hours



2 " : ,,r- -v c si

Description Unit It Status

Working WK Mobiliztion MB

Standby SB Demnobilization DM


Down o Site ON Available onob AV

TIME OF ACTIVITY BY ITEM #

Fron To Circle One Item f

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

Itemi Cost Code Labor Activity Hours


2 11100 Onsile Mob/Demob



N 0005 Training - Overhead

f 0005 Shop -Overhead


8 11250 Training - lob Chargeable

9 11300 Site Cean up




13 10500 Install Roadway& Drill Pad


is 12100 Geophysical Logging & Other Testing









24 13350 Reaming


26 134S0 Install Casing


Z8 13500 Gravel Pack The Well

29 13600 Instali Annular Seal



32 14100 Disposal Of Fluids & Cuttings

33 14150 Furnish & Install Test Pumpand Discharge


35 14Z50 Test Pumping



38 19100 Shop




42 19bSO Change Order Activities


44 90170 Damages

45 90200 lob Superintendent

Lunch

TOTAL HOURS

COMMENTS -EVENTS -CONDITIONS -CHANGES.- OTHER INFORMATION

A T- X/a d 5i ~cf/k~ 2l 4'lx', 12YZlvl ~COMMEI•I• - EVENTS - CONDITIONS - CHANGES - OTHER INFORMATION

-- . ,J

• d5Fo 14;V K9l k /w // 6,1///. q /, 60-, all -7T 1/ ,4- f

loutailers SignatureIns0aller's SignatureL¢C DSAI 082209

DateOlant'sSi8 ..... PAYROLL Date Supervisor's 5inature Date


CUENTProposed Turkey Point Units 6 and 7Docket Nes 52-040 and 52- 441L-2011-388 Enclosure 2 Page 21 of 43

DATE 9--- //

JOBSITE NAME &-_ -

JOB# t771JOBSITE LOCATION r

DAILY ACCOUNTING OF ACTIY BSY ITEMf

06,'a,2PERSONNEL EMPLOYED TODAY

Crew Per Diem? Onsite Offsite TotalEmployee -Full Name

Assi ment (X) Hours Hours Hours



,9" 7-F--,.-,•, •d,. •,~~f/ <-,at,,..<


Description Unit Status

Working WK Mobilization MB

Standby .- DB Demobilization DM


Down on Site ON Available on Job AV

71ME OF A9V.TY BY ITEM I

Fronm To Circe One hIte

AM PM.-f AM PM 12 11

AM PM

AMd PM

AMt PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

f AM PM

AM PM

AM PM I

Item1 Cost Code Labor Activlty Hours


2 11100 Onoite Mob/Demob



S 0005 Training - Overhead

6 0000 Shop- Overhead

7 0007 Maintenance-Overhead

8 11250 Training -lob Cargeable


10 11350 install Sound Walls


12 11450 install Surface Casing

13 11500 Install Roadway & Drill Pad


15 12100 GeophYsicl Logging & Other Testing









24 13350 Reaming







31 14050 well Development Air Uft and Swab

32 14100 Disposal of luds & Cuttigs

33 14150 Furnish & Install lest Pump and Discharge


3S 14250 Test Pumping



38 19100 Shop


40 19550 Other Actvities Standby




44 90170 Damages

45 90200 1b Superntendent

Lrnch

TOTAL HOURS ,

F.

rt -T~Aep-A -,/- "-'- - • 1-" I

COMMENTS- EVENTS -CONDITIONS -CHANGES -OTHER INFORMATION'

_64J _ _,q ... t4

at I C.-a ý .rM T.W ,

ro UArt I Z_1/,1... -,0-

DateDateIsA llateptbnasore Dale Ciens's Signalore

Sopernisors SIg nature Date

fV-31gri~ature=20•29Date Client's Signature Date Supervisres Signature,

PAYROLL

LAYNE CHRISTENSEN COMPANY - DHILLINIO SHIFT REPORH

FT II2IL SCLIENT

JOBSITE NAME

Proposed Turkey Point Units 6 and 7UocKet NOS. *Z-U4U an :5-u41L-2011-388 Enclosure 2 Page 22 of 43

...... loop ~ 1'77

JOBSITE* LOATOF•R~iNE )--LO1/TDA

PERSONNJEL EMOPLOY OD TODAY ~~reo19q~rb2Pn~.u

-4

Crew Per Diem? Oflillo OfIfIro Total

Auloujmenlp (XI HoURs Hours floors

1,"4- Ca ! 111.QI 12

MATER hL USED TODAY

O•,antty Dcstlpt~bn

Dose.iptionitem It CClt Codo L.oof Adrw|y Hours

Unto

____________________________________ s-I-

I-

4 - *-*4~ T

Workhru WK MobliuDon Me

Stand,.by 3w. omobb kor, OrM

oOwn In Stop OS Ava lallb In Yoid w

Dovinonshe ON AvQ0,bla on Job AV

TIME OF ACTIMTY BY ITEM I

rrom To OneF'romr TO Circe One

I *I* 4I IAM PM _ _ _ _

AM~.I PM* *1* 4

AM PMI 4 I

AM PM

AM PM

AM PM

AM (IM

AM PM

I 10000 ihorl Dauolonlob

z 11100 Onsia Mob/lemob

3 11150 lob Preparation

4 W1OO inforiv Mecinga 000 liav•n-ow.hoadS 0006 1hop -Overha.d

7 0007 Mainthenance. -orhead

U 11250 Sr,1Hn8-tobC6hatgblc

9 11300 M - Clcanup

10 L1350 rnilil Sound Wols

12. 11400 nlS jDrton Pad

12 11410 1nstA urfaice~ur _________

13 0S10 jn1tJ Ro.dway&OrVp,.d

14 12050 resi Ho•'png

is 12100 3caphystojlogglM & Other Testing3

16 12150 " qulger ZDnoTýing

17 12Z00 lO r hold ALlandlront

15 13100 'laoluCondudlorIope

S 20 13150 BVtlPjoaTo!e

21 11200 EeophyslcalLolnng N Other Tc _ __n_

22 13250 qul r Zono Testling

23 1300 Oorehoie Abandon meorfCemen i Plugs_

24 13350 leammB

as 13400 JUnder Rromirg

2G 13450 Is ol __sn_

23 l500 ing.11 SfIlR

0$ 13550 Or Z.l Pork -1I, Wel

29 13000 kislo Annulor Scal

30 13650 Waixi Ihln_

31 140S0 Wall Dovelopment Air UT! and Swab

32 14100 4 hsposu• of F•edl. &1 Cilirrno

33 24150 :Tinwr & irrial Test Pump and 01srharga

34a 14200 Development Pump~rs4

as 24250 Uo.K p-ens

36 14300 01pnlleIon and Chiorlnution

" 19050 lisLe kAhly' MobJGcmob

35 29100 51P.p

39 19150 HdmJnt•luoign

40 29550 OlioerAC•l•sO Standby

41 19001) 159i for LoulVlnten Tooinh

42 19650 toanic COder Ac1t.hrlis

43 am"' t ulpmnol 5l.Pa1r•44 90170 ]am"0os

45 90200 job SurpeoIntendent

Lund•

TOIAL HOUIRS

AM PM

AM PM

AM PM

AM PM

AM PMI- 4 4

__ _ _ AM PMI IAM PM

AM PM9 4 4

AM PM

AM PM

COMMENTS - EVENTST - CONHDITIONS -CHANGES -07H51R IPJPORMA1T0N

l' o , tl¢O M1/1 - vt1.0NmN €AGE.OlHR!FP A O

b42111 V~oa~/ 9~7'/~PL - ro/-Zs~.9 '~qPLoo c)

4

AEC-=

Uh,_ -!I=, WoofS$!gs.ne P PAYROLL U.z

LA YN" HHI5IMM31 WUMPANY - UHILUIV(•3 fil-I KU'JUKI


DTE.9 SE /

PESONNEL.ECMPLOYED TODAY

-jI

Crew Prmle? Oroli n Olfs 0 TrialEn,£st, yoe PoFu~lNs.a

Assinment (XE Hours Hours Hours

.. . .I . ". .

MATER SLS USIOTODAY

Quanilly OecihIbll0o

EQUIPMNIT DEPLOYED6 ODAY

Destpvon UIIt H Status

W~ookin WK Mob I alor. Alm

Standlby Sn l 0mob, 0mubo OM

uo. n S Shop Os Avalul~e In Yard AV

Do,0nonie DN Avall-bloonlob AV

TIME OF ACTIVITYf nV ITEM I

From To ci'rc Ono lm h

r;- '- AM PM

AM PM

AM PM

AM PMAM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

Am PM

AM PM

AM PMAM PM

P-H-M PM--

OL-1y',en V,.1: , P. -.. - f, Z.,

-Ad:

goov

gem a ut Code Labor Acliviy" Hours

1 I00D Shon Duration lob

2 12110 Ongrie Mob/Denob

3 11150 obak-paruawn

4 :112(W Wre~tyweoting

a=___ I___ Ia~m _________0 00 Shop Overhead

7 Ml7 mawnnancz -Ocyrhoad

I 1100 i training JIbChatge~b~o

9 11300 I Clean up

10 112350 IO ISonud WaiI

11 11400 tnsrI D.om Pad

12 11450 Intl Sufu fao o Casing

13 1100 11 nstal Aadway & D$IIj Pad

1d 1205D rear HosicMlOin

is 12210o Geophy•oa Logglin & Olhcr Tem3rs

1 121150 quif rbOne TeAtnr_

ii 20 10200 iofe h Abandonment

i8 13050 froduurJo•r Wellnhaiailon

19 12310 kto I Cc<nduclor Ppe

20 13150 Dolt IH• "

21 1300 eosphys6lualtonoing & Onhc r T"16

22 132050 KiviOcrZonosTo,110ns_____

25 13200 Nuohole Abandon mronIhemnt Plugs

24 13150 .earnm_ _

25 124(0 UJdor Worrlr _r

26 13400 nsoklaCnsfm

': 13(S0 nr'laS•creon

20 12.500 - Erve!plackTh oWel

29 10300 hs~alAnnuLar0SqaI.

3o 13650 ivakrWalncin _hln

31. 24050 W01 Doveoopm eat Air Ldl and Swab

32 16100 01sposaI ol 0luls &. CuUlrso,

33 14150 furnish &*lrml TesL Pump an d O ilchV

34 24203 peelopmnn Pumoping

35 14250 roel PUmpFPi

36 14300 0lrnf"olon and CMhlnri _ation

37 19350 (fs! oAr.eI¥ Mob/DO mob

as 19100 ;hop

39 192$0 Porrofuirason40 19530 J.her ACWrfes Slandby,

I -

•~A~& iMt~ŽCOMMWN• - EVENT - CONOVONS - CHANGES- OTHER ýNFO0IMATqo

I

t LWA... A.rl./- - -Fhar AS. .6-1Ap. 40 19600 io• rsa Ion LosI/Ortnon Toolno

....f .... .......t ' .... ... -/ - •V - . / -q'. • -.;, •" • .• - --• '• " ' - ... " # '.,- •• ..... 42 15550 :hI.ue OrdorA•pLlVolo

' " "" . . ' . . ., ' . • :' "

Ai.Wcif ~~z0L2

= -

jE dwir

03 U1130 nqurpMcnilepat

44 90170 nama__ _

A5 90200 lob Supernocrndent

.,LUch-...... ..... . . . .. Hrr. OIJFI

c LClenO'i S(zooln.re - 5Apudovl'uI1~~ozE f

-Fillr's SignalumIccri- 01•00 9

I P ~ ¢jqntrs Slzrature Mitll -PAYROLL -•. w.•?,•. rno-

LAYNE CHRISJTENSEN COMPANY; LIKILLINI SHIH K5FHU1I ....

Proposed Turkey Point Units 6 and7 DATE

L-OCKet Nos osur4U Rad 52-U41 o4L-2011-388 Enclosure 2 Page,24 of 43,

fl!rL~'131W-k- r Zf - 't

Jo0 SEp NAJ.E

~MT. ~

Cie Per Diem? O 'aite Ofa.bI Total

ASSIlinmOnti IX Hours hour. Houa


Quanitv Dewtulcnbr.

Air a

OescriptLan Unit It status

'Wotking 1 PK mmftiO MR

Otnby S oniait~rat~an DM

Dawn I6 Shop J Avabblo In Yard AY

o Iso DN AVwaabl. IOb 1AV

ThME 0FACT"III DY ITEM S

From To Cled~rre Itemid

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM ?M

AM PM

AM PIA

AM P44n

AM PMAM PM1______

AM P

DAILY ACCOUNITNG OFACI1VmOO BYWiTM A

Ma N CostCode LabgrAcJinty Hours

I 0 IOM hartOm oallpo lob

nsnae Mob/Demob

3 ;1150 Iob Preparation

a 11200 tafety Maeie n

rra•lo-Overhead

0000 !4,.p- Omhlorad

7 007 Mairwenanci+ve rhoad

t6 I raInIen - Job charewabl_

0 11300 UU•t an up

I 02350 0nsal1a und OWlls

i 11400 i•-al n Otn Pad

12 12450 hrUsl Surface Cosing

13 11303 Inreal Roadway Oti Pad _ _

14 12050 rolrinHo DrSilin

0s 12100 oophys-cal Lpngo&O!Irer Te5Iuns

16 1215D 0Acuifer Zone Todiln-

27 103 IrBorolnd B Aba ndonment

iD 13000 Producl•fonWel I•o•.tPa~

19 13000 Inltal Canductar Pipe

m DrAi Plot Hoe.

32i 13200 Geaphytlcal Lok031gM &.O~icrTLett. ______

22 13250 Aqu•fer Zano Testing

23 33300 Oareha* Abandannmien/Cemerm Muglt

2S 13J400 fir dot Reamlng26. J3450 InlallCaIN~r

08 • 10350 crooe! Te C Won

zE [ I)SSO )poyail Pack d 76 Wei.l=20 T 90 nalaltArnreiar Seal ______

31 14000 31 ccIboy lomwt Atrbil end Swaub

n 1 4100 )Ooporaif at lud, & A tm

111 f1 04150 ,uirnis inw t lTote Pump and ODisharze

3, 014200 tIea!opnenePumpin

35 1 14250 OlWPPump1no

* 1" , 14300) )e•lrdolon and Ctowtadan

37 j• 130 fir t Acdtilles Mob/Demob

38 19100 hop

U 10190 cmlnlisudjort

40 19350 •l•suActivldes Standby

41 1960000 iTNfng fOr tIi/roken ToolE

42 19603 ' ,anIe Order Ale•lees

03 " :" cqulpment repairi

44 90170 02manI_

05 901200 tob Supcnrstndcnr

.sechTorAL HOUNS . ...

COMMENTr$ VINTS CONIDITIONS. CHANGES -011OE IOFORMATION

/ o . /:K '~Z / +, 4

TQVH. /Z-~f ,~, 17~r, z

------------------ ~ - 0 E P ~ dioot',S~an.taao PAYROLL Supertjsars li0natorahuhD~or*juIt~iaowa ,.:=•;, =,'•=.+. PAYROLL

-- - -"p -CWENT

LAYN HK-I tNi3L:N LUWM ANY -. UKILLINU .i5-HI/6 K&I'.1H I

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Paae 25 of 43

-.JJ•w ifINRgBgNAU• T - •.•, • r f

PERIOPNEL EMPLOYED TDAY

Crow P•5 ,0l.? Omile ' Offsie Total

AssignmentEmployee- FuName (I Hours H- Mu

MA7ERPAI.3 USED TODAY

-_ dL 2 ?

- - ------.-.

.. . .+" "..."- _2-.AP "a)'"•- " ' •- +"


Deoriplon U'nit N Sl-lsus

working WK Moblos Non Me

54a dby so Domoblizaluon DM

Downs inShop O A0vltibto 1nYard AYT

Do an 511 ON Avnbs on ,:b AV

TIME OF ACi"VITY SY ITEM N

From To Cirdcl etaim

~KI- 7~ AM PMAM PM

AM PM

AM PM_AM PM

AM PM

A__ PM__ _

AM PM

AM PM

AM PMAM PM

AM FM

AM FM

AM PM

AM PM

AM PýM

DAILY A=UTYING OF ACrlTVITES BY ITEM N

Rn A C CdsL bor.Ac1NNiv I Hours

1 W00D hhon Osusli.n Job

2 OE21 •Onsits Mob/Demob

1 11150 lob Preparal.lon . "

4 11200 lafey Mmtln'E

5 00O Isl•ul•g • O__lh__d

6 ODDS phop - Q-erh.ad

0 •007 lMainteace ý Overhouad

11110 Irilng -Iob CIhnrgeable'

9 12309 zi kontsrsP20 14050 InstlSoundwJ Wo

11 11400 sslIDC COD Pad

2 114s0 nsltallw5ulac Casdng

13 1ScoD I ntii dl Roadwny & Or&-Pad

14 12050 resi Hain OrAng

15 12100 1ep ciY l LoEbkO & 0I thr Teting

06 12150 tuc•rZ Ts1onoTsea _

17 12200 Ioothelo Abandonmenj

1 10 OrlOWd u nseIra0lmllofr_

19 13200 (lot lCoodu.cnorI•po

20 13110 Dr~lFeel Hole

21 13200 ophyai Logging & Olher Testing

22 13200 £Aquftr Zone Testlng

23 130 o ecshole Abandonm ei/Crromcn Pbgi

24 12130 NOnl __________

25 13400 unsder ncamleg _______

R6 13450 knalJ Cos-mr,

l 13500 InstsScie

2A 1300 Gravel Packyjwo Wei

2 I im0nslAnns,.brSc al

30 11100 eVi.er Waichln6

31 14050 Well owl ctloAen irA Lifland 5-w1b

32 14100 .jLssul o F1svd, B CLU*11g5 ______

33 14150 Funilsh & ,E I Tnt Pump rod Djuhhga

34 14200 Do-Ooproni PuimoTns

35 1,1250 telt Pumpimn

30 14300 0lw•1eoreron and Charon atom

IT 29005 011s5te Actjtles Mob/pemob

38 209100 Shea

39 20120 AdfalsbrNtalon

40 19SSO Other AcA lei St'51Ind bY

Al 10600 pFslnEgorLosi/Broken Too__in_

42 j1650 ChalEe Order AvislU_ _

43 08000 EqUipmoentl•pairs

44 010 Damagecs

I

t~L.. ~

k .A Cjrc

lob S upernntendeI I j uunhI ITOTALHOR

~0oit'tN~oi~ PAYROLL 0001* ~ 11Wbut .... .op, .,+,*. PAYROLL. 11 tw,

LAYTItLE;HKI.51tUV~N JVfL-AIVT -UIUKLLflV(U.fItHI ~t'LJflh --

rPL. Proposed Turkey Point Units 6 and 7 . _ 1CLIENT JOHN1

JOBSIVE LOCATION *~ kneqJOBISETI Wt - /

Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 26 of 43.

141u4MENW DEPLOYED TODAY 0001! (flI00OflIWQY~¶UPERSONNEL EMPLOYED TODAY

£tLm,•Per Deon?' COnll~e Of 14e TohdIEmp~yee.- Fu~ll~ame 'a~e7 Os ~ lm ..

Assignment pIy Hours "cull Hours

Dr' 7bei Aie5' IVe/,rl 0 v ~ A;?_

Yt- ~ ~ ~ e __ __- __

MATYE 51LS USED TODAY

OCuaniy Desrip~on

I P ev e'_ _

RI X 14-

Descriabn UnaI Stidle

Wwkinz W0K mab*1210n me

Suidb Ocroblizallon NDown In Shop 00 AooMoYoo AT

5 DN Anailabl- On.1ob AV

TIME OF ACTIVITY fY (IIM 9

From To ck& nO ero lJ

Am Pm

AM6 PMV

AM PM

AM PM

AM PMV

AM PM

AM PM

AM P'M

AM PM

AM PMAM PM

AM -PM

AM PMAM PM

AM PM

AM PM

Ineg a II ct ou' Labolr Acrivhy HoursflD OL Code toeAnil o

1 1040 l.s Ihon Duralon Job

J 111 lnslie Mob/Oemob

a 111504 o preparation

4 11200 WocyMCe~OW ______

a 5 0001 ng -cOverhoad

6 000S top - Overhitad

.0007 Mantena.Ke - Omtneod

1 11250 Ime -njo- Job Clornable_

9 11300 0LICleanup

In stat SoundwaIfs

IL 114041 nIai lDecon Pad

1z ! OSO rnstaill Surfaet Ca__m

13 .110 r~inta dwy& l I &CellPad

14 12050 resm Molein g _ _

01 12100 nophydool Loggiji&OGibrTcn~sliri

16 [2110 SkAu-(C Zone Teilng

17 1220 orOho!e Abond!onrnenit

11) 1050 rodueIionWoallinsll mallon

]J 05000 InslniCanducloF Poe

20 11150 Oft PnF0H oe

21 1320 GeopAhydrlniLOWlin & Other Teal ng-

22 13250 tiqoicrlcnoTcslnlo

23 13200 Doratioli Abn.donrm•nCe .en PiiBs

24 13350 Roemma

lit 13300 Unkat Calndoe

27 23%04 hnslolsereen _______

IS 13100 UnerRern ingokhoo28 13550 ravel Pack The W4I

20.9 1360 0 ýbvolAnuLv Seal

13650 WanerWatcling

31 14060 WellDevelopmntm Air Lfl and Swob

33 111 Fuglhh P. ITn udl Test Pump and Wrcharne

D 14200 mentPu _______

g 1 142100

Disoaiml lu

ids&PP.6 n

1429 OL Pumping

3D 14300 DIn7on and Choýlrmtlonr

37 19050 Olluml ArLI41c Mobr/Genob_______

_201 19100 Shoo

19 19150 Adin tMnostfeo

40 19510 CM,6.hiHimlSMLOdby

41 10w Fish(ng or Lo•s;/Broken TeoUng

472 10650 Chango Ordef Actlolels_

43 00060 Cq•rpnentil Repalns

44 90170 Damnagies

45 40200 lob 5opemnt. endo rt

LunchTOTALHOURS __

+

.5.

COMME14STS-EVENIS -CONDITIONS -CHIANGOES.O3Il7H INFORMATION

7C~/.~A~rCar' ,IAp-_ R~o co/t• 7- ~pzA- ea

J Uelb/ 77-J-4 coe-e .ar.a/____ ____ ____ - -.0,

6y- 404&11- // ýo :5 Jot i-A'eL.-do v bZ"V7

Read 10 Ake 62

•~aI~f PARL.4.,

Clbnn'o St~notre PAYROLL ,RJu

LA YNE CflHI•l :NtN WIVMPAiIVT- PiKtLLU Units 6aI ndi7OB- a 1

ProposedTurkey PointUnitsOand, 7 .///1O~HT 7/

100010 NAME

Uocket NOS. 52-U40 and 52-U41L-2011-388 Enclosure 2 Page 27 of 43, 060130 LOCATO-T~kf*.-",.

Io¶qDPft EOFOA.PERSONNEL EMPLOYED TODAY

Crew Per Diem? Onlile Offshe Total

As,1men, L {O Flours. Houis Hoeurn

_ _ I Z-___)( /L? IL

MAIERIALS USED TODAY

Qu.ni.y ,ci•r -e, , • '

0.4 3

____ 1 s-rY /6~r1I~ o,2 .pZ~G7h

____"I' 2 - I _

EQUIPMENIT DEPLOYEOTODAY

Unkg O a~

_____________....... . 1. +-

4-4-

- 4' -t

w ura deg i ,Olarrdby SB, I

Mlt~oh 4omer Mo---. 3-

Ormob60eon DM

Down In Shop DS Aý,h* O IO 0 Yard

OWownsinS ON AVOleble on lob AV

MtE OF ACTIVITY BY ITeM

From

AM I'M

AM PM

AM PM- I

AM PM4 4-4.

AM PM-4 * 4

AM PM

4 4 .4.AM PM

In.emO Co5tCodc Labor AnrIvIy Hou•n

I ID000 IhoreDuralkloJob

2 11100 o0neleMob/Demeob

S 1US0 Job PreporaUan

4 11200 ialefy Meeling

S 0006 frhlntnI.Ovothead

- 000 Mop. O.v",ehud

7 0007 rantenoreor -Overhead

a 112so rzl.n Job 1,1 nrge b

11300 UlI dean up

10 11350 nsiaj Sound WaJL_

11 11400 Wl010"anPod

12 11450 SI ttfcecaleh•

13 11500 invalfa¢dwiV& DIIIPad

L4 10010 fs Hole Drkng

15 12100 lAcophypraIltogaing &OlhenrToilnrgIG 12110 Fsir\(~l•Zone Tnelt~ro

17 12200 !Ote!hoo Abladonmant

1i 1]000 Pirdu.clon Wei IneI01lIlon

1i 13100 ln0a|Conduodoe Pll

20 13150 C,1106li|1 H40'

21 13200 Ged.hyIscaI L•o ng & COnheraTcVng

25 13250 Aqulfer Zone TO•ing

23 13D00 eorahho AbanrdormrnijCamentPlugs

24 1230s Rearenio

75 03400 Under •earrn_

26 1345.0101N11 CWi _ng

27 13s00 nn1sal Sctren

z0 13200 GravolP,•klh Well

29 13G00 Instal Annuliaernol

20 13600 Waler WIr~ziding -______

31 14050 Wed Devecpmer'4 A49 Lil and Swab

32 14200 OlposdlotFllds & CulUngs

33 18150 Furnslh & InsPLaTCI Puomp Ond Derb•droe

3A 14200 QeourpmenrLoeme io_

35 14200 Tol Pumping

3r 14300 vl nreoule •nd Clfl nfl2ilOn

37 19000 VIlolkAClvolns Mobn/Dnenmob

38 19100 Shoo

39 1011SO A.nnliniiloon

40 19550 iNhIr Activitin Sw ndby

41 11900 hlesh ror tosVOrken Tsoing

4;0 10GS3 Change Order AcIJUrSes43 88W esoco . rvneni Repairs

44 9 2170 ramages

409 90200 b lSupeantndwFdt

I TOTAL HOURS

+AM PM

AM IPM

AM PM

AM PM

AM PM

AM PM9 4 4.

AM PM

AM PM

AM PMAM PM

6 4AM PM

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Proposed Turkey Point Units 6 and 7 DATE . '

JOBSO1" NAME

IT, I'--- ,I. IK-'• '1- F - • II I -

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PE11PONNELEMPLOYED70DAY

Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 2 Page 28 of 43

~et~ MtGM~kT.JOB III L- -I. _ _ _t

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MArI'S LASS U•IO TODAY

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EQUIPMENT DEPLOVEDTODAY

Descripln Unwi Status

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Down . ShL L D0. Av.bi ibn Yard AS

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TSME OF ACT#1ITY BY ITEM I

From To CfrckýOne j hemp

AM PM I______AM PM ____ __

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AM PM

AM PM

AM PM

AM PM jAM PM

AM PM jAM PM

AM PM

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AM PM

AM PM 1AM PM

itemp Coltrousde tabowAnvity Houcs

I 10000 Shorit ura•ionib

2 U1100 Onriia Mobjl mb

3 11150 lob Preparaton

4 11200 .Is eS MaU'nc

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7 007 Mu•f•lnnnn• O-erhead

a 11250 I5-JobChaf]o

- 113U0 flne dean Go

11 11350 'nsLallound Wals

11 21400 instal flacon Pad

12 11050 instai Surface Casing ______

13 10500 Instal Roadway & DVll Pald

14 12050 [ast Ho•l bri2ro

:.M- 12500 Geophrys~Iciltoglng & uiber Testing

16 12100 AquirerZcfneTas___r__

07 1022 Spore€Abtndommenni'

18 18500 Ploductn WeE InstaialiM

09 13100 instal Conductor Pipe

00 13150 DIUPllalH&~

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22 13250 Aquifer ZOne TQS_ _ _

23 13300 Biro'rnnAbt Poomn uIh nPius

24 )3350 Reaming

: 1F 13400 Umdci Rco'd•nZ6 134SO hu~al CatIl

27 11100 Instaktreen

n l 12550 GravaPack'The Welt

29 1l5O0 iale Annular Seal

31 1a05o waterWal-nVch__//

31 14250 We$ oM60pr.rno Afr L1 and Swab

32 14100 Disp~s*ofRuks& Cuttings

33 14150 FurnIsh & B Ingt Test Pump and CIcsargo

34 14200 Development Pumnpig

3S 14250 last Purennin

36 24399 ll•lioemon and Chitnatloxn-

37 •1050 Oiite AUciles Mob/Dlemob

39 1 Sho0 Uh~p

39 15150 Adoinkuralon

.4.

COMMENTS -EVENTS iCONDFIIIOSS -CHARGES ýCTHER 94FORMATION

i..;rJA-iu.s Coo2A P-c-, SO- Ck iLJC$~%

Sep Vic 1Y4 yitQ P;~~ I t

40 19510 Dher APvN•tes StirodbV

41 Pishing for Lost iflrokon 1ooINr

42 19650 Iohnte Order Activiies

43 88000 = 0W~pWentP~ m

44 90170 Damages

41S s' lob Supeainlendn _

TOTAL HOURS.

AVI....ý_k.._.. '#1F ~*i- ..- L'~1 .- -

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Project: Florida Power & Light CompanyMiami-Dade County, FloridaExploratory Well EW-1

EW-1 Pad Monitoring Well Water Quality DataNortheast Pad Monitoring Well

(NE-EW PMW)

Depth to Water SpecificDate Time Water Elevation Conductance Chloride TDS Temperature Remarks


4/21/2011 1108 10.49 -1.61 78,700 32,200 57,000 29.8 Background Sampling4/29/2011 1157 10.68 -1.80 80,400 29,900 53,800 30.45/5/2011 1157 11.40 -2.52 81,400 27.500 52.350 31.2

5/11/2011 1309 11.00 -2.12 76,800 31.600 51,200 29.7

5/19/2011 0958 10.48 -1.60 72,600 35.600 51.200 29.55/26/2011 1050 10.76 -1.88 71,360 29,500 52,900 29.7

6/2/2011 1134 10.78 -1.90 71,700 29,000 55,700 29.66/9/2011 1128 10.61 -1.73 69,700 32,300 50,650 29.3

6/16/2011 0958 10.35 -1.47 69,300 33,000 53,450 29.56/23/2011 1028 10.41 -1.53 69,400 30,600 55,600 29.56/30/2011 0928 10.15 -1.27 70,300 27,600 51,950 29.27/8/2011 1210 9.00 -0.12 72,570 30,100 54,150 29.9

7/14/2011 1338 9.75 -0.87 76,400 27,200 54,550 29.9

7/21/2011 1039 9.35 -0.47 72,200 32,600 49,760 29.77/28/2011 1119 9.51 -0.63 71,600 30,200 54,250 29.78/4/2011 1249 9.70 -0.82 64,400 31,500 53,850 27.5

8/11/2011 1059 9.25 -0.37 73,900 29,500 57,150 29.68/18/2011 1039 9.45 -0.57 71,900 29,400 54,850 30.08/25/2011 1039 9.45 -0.57 69,800 31,300 55,550 29.7






Project: Florida Power & Light Company lM. V

Miami-Dade County, Florida

Explorator' Well EW-1

EW-1 Pad Monitoring Well Water Quality DataSoutheast Pad Monitoring Well

(SE-EW PMW)


Date Time Water Elevation Conductance Chloride TDS Temperature Remarks(hours) (ft. btoc) (ft. NAVD 88) (umhos/cnm) (mg/L) (mg/L) (degrees C)


4/29/2011 1349 10.40 -1.81 86,700 33,100 55,000 30.4

5/5/2011 1008 11.10 -2.51 83,000 29,500 54,700 29.95/ 1/2011 1228 10.65 -2.06 78,200 30,100 52,600 30.1

5/19/2011 1039 10.12 -1.53 75,200 30,000 51,100 29.8

5/26/2011 1235 10.47 -1.88 73,890 31,200 53,800 29.9

6/2/2011 1056 10.50 -1.91 74,200 29,400 57,400 29.6

6/9/2011 1210 10.32 -1.73 72,200 32,100 51,000 29.66/16/2011 1035 10.00 -1.41 71,300 32,200 54,000 29.8

6/23/20.11 1109 10.10 -1.51 71,900 31,600 55,650 29.8

6/30/2011 1009 9.85 -1.26 72,800 27,600 53,050 29.5

7/8/2011 1138 9.12 -0.53 . 73,150 29,800 54,450 29.9

7/14/2011 1414 9.48 -0.89 79,700 29,000 55,350 29.8

7/21/2011 1119 9.36 -0.77 74J100 34,000 54,100 30.07/28/2011 1229 9.55 -0.96 74,300 30,200 56,300 29.8

8/4/2011 1224 9.50 -0.91 72,700 31,500 53,000 27.7

8/11/2011 1209 9.37 -0.78 77,400 30,000 56,800 29.78/18/2011 1149 9.45 -0.86 74,100 30,100 55,500 30.0

8/25/2011 1149 9.38 -0.79 73,300 31,200 57,450 29.6






Project: Florida Power & Light Company Vlri • VMiami-Dade County, Florida



(NW-EW PMW)





4/29/2011 1120 10.65 -1.81 86,300 33,700 56,400 30.0

5/5/2011 1051 11.40 -2.56 87,400 31,300 57,650 31.1

5/11/2011 1034 12.40 -3.56 79,100 33,500 55,650 30.4

5/19/2011 1113 13.90 -5.06 80,000 36,000 53,700 30.4

5/26/2011 1125 10.73 -1.89 75,130 32,300 55,450 30.46/2/2011 1215 10.75 -1.91 75,900 30,700 59,500 30.3

6/9/2011 1248 10.60 -1.76 72,500 32,200 51,950 29.9

6/16/2011 1118 10.25 -1.41 72.500 31,500 54,550 30.0

6/23/2011 1143 10.37 -1.53 73.300 31,600 57,750 30.3

6/30/2011 1049 10.10 -1.26 75,700 27,400 54,300 30.0

7/8/2011 1112 9.38 -0.54 - 74,100 30.700 53,950 30.3

7/14/2011 1524 9.75 -0.91 79,900 27,600 56,350 30.37/21/2011 1226 9.60 -0.76 76,200 32,600 54,500 29.7

7/28/2011 1154 9.80 -0.96 74,900 32,200 57,050 30.58/4/2011 1317 9.85 -1.01 78,000 30,500 59,300 28.7

8/11/2011 1134 9.61 -0.77 77,600 31,100 58,150 30.4

8/18/2011 1114 9.68 -0.84 73,100 30,000 55,350 30.6

8/25/2011 1114 9.61 -0.77 72,300 31,800 56,950 30.0






Project: Florida Power & Light Company

Miami-Dade County., FloridaExploratory Well EW-I

EW-1 Pad Monitoring Well Water Quality Data

Southwest Pad Monitoring Well(SW-EW PMW)


(hours) (ft. btoc) (ft. NAVD 88) (umhos/cmi (mg/L') (mg/L) (degrees C)


4/29/2011 1025 10.60 -1.72 77,400 28,300 51,600 29.85/5/2011 0930 11.85 -2.97 75,200 29,000 49,400 28.7

5/11/2011 1124 16.40 -7.52 78,100 28,300 51,050 31.6

5/19/2011 1202 15.95 -7.07 73,100 29,700 48,450 32.6

5/26/2011 1155 11.20 -2.32 66,630 27,800 48,350 29.4

6/2/2011 1035 11.25 -2.37 68,500 26,000 52,600 29.46/9/2011 1319 11.05 -2.17 65,400 26,300 44,150 29.5

6/16/2011 1154 10.75 -1.87 64,900 27,000 48,450 29.5

6/23/2011 1214 10.85 -1.97 65,500 30,400 50,800 29.6

6/30/2011 1119 10.60 -1.72 68.500 24,300 46,650 29.4

7/8/2011 1045 9.85 -0.97 64,950 25,600 47,650 29.67/14/2011 1445 10.22 -1.34 69,900 24,800 48,300 29.6

7/21/2011 1154 10. 10 -1.22 67,800 27,400 47,900 29.67/28/2011 1259 10.26 -1.38 67,000 26,600 48,650 27.7

8/4/2011 1157 10.30 -1.42 68,420 25,600 51,350 27.5

8/11/2011 1243 9.21 -0.33 67,800 26,400 51,150 29.7

8/18/2011 1219 10.15 -1.27 66,300 25.400 47,500 29.88/25/2011 1219 10.31 -1.43 66,000 26,900 50,150 29.4







Exploratory Well EW-1Core Summarv

Length ofCore Length Core Percentage Date

Numbe Cored Interval Cored Recovered of Recovery Collected(feet bpl) (feet) (feet)

1 1,721.5 - 1,734.5 13.0 3.3 25.4% 8/14/2011

2 2,026.0 - 2,040.0 14.0 12.0 85.7% 8/18/20113 2,110.0 - 2,124.0 14.0 2.0 14.3% 8/20/20114 2,288.3 - 2,302.3 14.0 13.0 92.9% 8/21/20115 2,396.0 - 2,410.0 14.0 6.1 43.6% 8/25/2011

6 2,576.0 - 2,578.0 2.0 0.9 45.8% 8/27/2011

7 2,580.0 - 2,590.0 10.0 0.8 8.0% 8/28/20118 2,638.0 2,652.0 14.0 8.5 60.7% 8/31/2011



Florida Power & LightTurkey Point wil-.

Exploratory Well EW-1Rock Core Lithologic Description

Core#: 5


Interval Cored: 2,396 feet to 2,410 feet bpl


Recovery Percentage: 4 4 %


Dolomitic Limestone: very pale orange (10YR 8/2) to grayish orange (IOYR 7/4), fine grained,2,396.0 2,396.9 moderately well sorted, moderate induration, moderate amount of foraminifera, some dolomite

replacement, very few vugs, low interparticle porosity, low to moderate permeability.

2,396.9 2,397.6 Dolomitic Limestone (Rubble): grayish orange (IOYR 7/4), fine grained, moderately well sorted,low induration, moderate porosity, moderate amount of foraminifera, low to moderate permeability.

Dolomite: pale yellowish brown (10YR 6/2), very fine grained to crystalline, poorly sorted,2,397.6 2,399.4 moderate induration, some lamination, some lamination, dolomite/calcite replacement mineral, low

porosity, low permeability.

Dolomitic Limestone: grayish orange (I 0YR 7/4), fine grained, moderate to poorly sorted, low to2,399.4 2,400.9 moderate induration, benthic foraminifera, low to moderate intergranular and interparticle porosity,

moderate pemieability.

Dolomitic Limestone: grayish orange (IOYR 7/4), fine grained, moderate to poorly sorted, low2,400.9 2,401.7 induration, benthic foraminifera, vuggy, moderate intergranular and interparticle porosity, moderate

permeability.

Dolomitic Limestone Sand: grayish orange (IOYR 7/4), very fine grained, chalky, benthic2,401.7 2,402.1 foraminifera.




Turkey Point

Exploratory Well EW-1Rock Core Lithologic Description

Core#: 6


Interval Cored: 2,576 feet to 2,578.1 feet bpl




Dolomitic Limestone: very pale orange (IOYR 8/2) to grayish orange (IOYR 7/4), fine grained,2,576.0 2,576.9 moderately well sorted, moderate induration, vugs, sparse benthic foraminifera, echinoids spine,

gastropod molds, moderate to high intergranular porosity, moderate permeability.



Florida Power & Light A 'r

Turkey Point .Exploratory Well EW-1


Core#: 7






Dolomitic Limestone: grayish orange ( OYR 7/4) to pale yellowish brown (10YR 6/2), fine

2,580.0 2,580.8 grained, moderately well sorted, moderate induration, moderate to high intergranular porosity,moderate permeability, unevenly distributed vugs, benthic foraminifera (Dictyoconus, echinoidsspine) near core too) and becomin, sparse, limestone fraements.




Turkey Point .Exploratory Well EW-1


Core H: 8






Limestone (Rubble): yellowish gray (5Y 8/1), argillaceous, chalky, moderately well indurated, lowporosity, low permeability, nonfossiliferous.

2,639.7 2,640.2 Limestone: yellowish gray (5Y 8/I ), argillaceous, chalky, moderately well indurated, low porosity,- low permeability, nonfossiliferous.

Dolomitic Limestone: Dolomitic Limestone, grayish orange (IOYR 7/4) to pale yellowish brown(1 OYR 6/2), fine grained, poorly sorted, moderate to well indurated, low to moderate intergranular

2,640.2 2,642.9 porosity, few small vugs, benthic foraminifera (Fabularia, Dictyoconus). low to moderatepermeability.

Dolomitic Limestone: pale yellowish brown (10YR 6/2) and grayish orange (10YR 7/4), fine

2,642.9 2,644.0 grained, poorly sorted, moderate to well indurated, few benthic foraminifera, few small vugs, some

calcite replacement, thin darker bands (laminated), low intergranular porosity, low permeability,.

Limestone: very pale orange (I 0YR 8/2), fine grained, poorly sorted, moderately well indurated,2,644.0 2,645.5 few benthic foraminifera, slightly vuggy, some thin darker bands (laminated), moderate

intergranular and interparticle porosity, low to moderate permeability.

Dolomitic Limestone: Dolomitic Limestone, grayish orange (10YR 7/4) to pale yellowish brown2,645.5 2,646.5 (1OYR 6/2), fine grained, poorly sorted, moderate to well indurated, low to moderate intergranular

porosity, low to moderate permeability.



Florida Power & Light Company t


Deviation Survev Summary


Date Depth Inclination Date Depth Inclination

(feet bpl) (degrees) (feet bpl) (degrees)

5/13/2011 90 0.2 5/20/2011 90 0.5

5/14/2011 180 0.4 5/24/2011 180 0.4

6/3/2011 270 0.5 6/6/2011 270 0.0

5/29/2011 345 0.3 6/8/2011 360 0.1

5/29/2011 435 0.4 6/9/2011 450 0.2

5/30/2011 524 0.4 6/10/2011 540 0.3

5/30/2011 614 0.0 6/12/2011 630 0.5

5/31/2011 704 0.2 6/14/2011 720 0.4

5/31/2011 794 0.3 6/15/2011 810 0.4

5/31/2011 884 0.3 6/16/2011 900 0.3

6/1/2011 974 0.5 6/18/2011 990 0.4

6/1/2011 1,064 0.5 7/23/2011 1,080 0.1

7/1/2011 1,154 0.6 7/25/2011 1,170 0.4

7/1/2011 1,244 0.3 7/26/2011 1,260 0.5

7/1/2011 1,334 0.4 7/27/2011 1,350 0.2

7/2/2011 1424 0.4 7/29/2011 1,440 0.3

7/2/2011 1,514 0.5 8/10/2011 1,530 0.5

7/3/2011 1,604 0.5

8/13/2011 1,664 0.1

8/15/2011 1,724 0.0

8/15/2011 1,784 0.1

8/16/2011 1,844 0.4

8/16/2011 1,904 0.4

8/17/2011 1,964 0.1

8/19/2011 2,024 0.3

8/19/2011 2,084 0.5

8/20/2011 2,144 0.2

8/20/2011 2,204 0.0

8/22/2011 2,264 0.0

8/25/2011 2,324 0.1

8/25/2011 2,384 0.1

8/26/2011 2,444 0.2

8/26/2011 2,504 0.0

8/29/2011 2,564 0.4

8/31/2011 2,624 0.3

bpl = below pad level




Depth (ft. bpl)


Dolomitic Limestone and Dolomite: Dolomitic Limestone, 90%, grayish orange (10YR

7/4), fine grained, moderate to well sorted, low induration, moderate intergranular

8/25/2011 2,390 2,400 porosity, some dolomite replacement, moderate permeability, benthic foraminifera;

Dolomite., 10%, pale yellowish brown (10YR 6/2), grayish orange (10YR 7/4). and

medium izay (N5), fine crystalline, dense.Dolomitic Limestone and Dolomite: Dolomitic Limestone, 95%, grayish orange (10YR

7/4) to very pale orange (IOYR 8/2), fine grained, moderate to well sorted, low to

8/25/2011 2,400 2,410 moderate induration, moderate intergranular porosity, moderate permeability, benthic

foraminifera; Dolomite, 5%, pale yellowish brown (IOYR 6/2) and dark yellowish brown

(10YR4/2), fine crystalline, well indurated, dense.Dolomitic Limestone: grayish orange (10YR 7/4) to very pale orange (10YR 8/2), fine

8/25/2011 2,410 2,420 grained, moderate to well sorted, poor induration, moderate intergranular porosity,

moderate permeability. benthic foraminifera.Dolomitic Limestone: grayish orange (IOYR 7/4) to very pale orange (IOYR 8/2), fine

8/25/2011 2,420 2,430 grained, moderate to well sorted, poor induration, moderate intergranular porosity,

moderate permeability. benthic foraminifera.Dolomitic Limestone: grayish orange (IOYR 7/4) to very pale orange (IOYR 8/2), fine

8/25/2011 2,430 2,440 grained, moderate to well sorted, poor to moderate induration, moderate intergranular

porosity, moderate permeability, benthic foraminifera.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 80%, dark gray (N3) to very

8/26/2011 2,440 2.,450 pale orange (IOYR 8/2), fine grained, moderate to well sorted, poor induration, moderateintergranular porosity, moderate permeability, benthic foraminifera; Dolomite, 20%, pale

yellowish brown (IOYR 6/2) to very pale orange (IOYR 8/2), fine crystalline, dense.


7/4) to very pale orange (IOYR 8/2), fine grained, moderate to well sorted, poor

8/26/2011 2,450 2,460 induration, moderate intergranular porosity, moderate permeability, benthic foraminifera;

Dolomite, 5%, pale yellowish brown (IOYR 6/2) to very pale orange (IOYR 8/2), fine

crystalline. dense.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 80%, grayish orange (IOYR

7/4) to very pale orange (10YR 8/2) to dark gray (N3), fine grained, moderate to well

8/26/2011 2,460 2,470 sorted, poor to moderately poor induration, moderate intergranular porosity, moderate

permeability, benthic foraminifera (Dictyoconus); Dolomite, 20%, pale yellowish brown

(IOYR 6/2) to light olive gray (5Y 6/1), fine crystalline, well indurated, dense.

8/26/2011 2,470 2,480 Dolomitic Limestone and Dolomite as above.


7/4) to very pale orange (10YR 8/2) to dark gray (N3), fine grained, moderate to well8/26/2011 2,480 2,490 sorted, poor to moderately poor induration, moderate intergranular porosity, moderate

permeability, benthic foraminifera, laminated. Dolomite, 20%, yellowish gray (5Y 8/1),fine crystalline, well indurated, dense.


7/4) to very pale orange (IOYR 8/2) to dark gray (N3), fine grained, moderate to well

8/26/2011 2,490 2,500 sorted, poor to moderately poor induration, moderate intergranular porosity, moderate

permeability, benthic foraminifera, laminated; Dolomite, 40%, yellowish gray (5Y 8/1) to

_medium gray (N5), fine crystalline, well indurated, dense.



Turkey Point



Depth (ft. bpl)Date From To Observer's Description

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 60%, grayish orange (IOYR7/4) to very pale orange (10YR 8/2)), fine grained., moderate to well sorted, poor to

8/26/2011 2,500 2,510 moderately poor induration, moderate intergranular porosity, moderate permeability,benthic foraninifera, laminated. Dolomite, 40%, yellowish gray (5Y 8/1) to medium gray

M(N). fine crystalline, well indurated, dense.Dolomitic Limestone and Dolomite: Dolomitic Limestone, 80%, grayish orange (1OYR7/4) to very pale orange (IOYR 8/2), fine grained, moderate to well sorted, poor to

8/26/2011 2,510 2,520 moderately poor induration, moderate intergranular porosity, moderate permeability,benthic foraminifera; Dolomite, 20%, yellowish gray (5Y 8/1), fine crystalline, vuggy,well indurated.

Dolomitic Limestone: 100%, grayish orange (IOYR 7/4) to medium gray (N5), fine8/26/2011 2,520 2,530 grained, moderate to well sorted, poor to moderately poor induration, moderate

intergranular porosity. moderate permeability, benthic foraminifera.Dolomitic Limestone: 100%, yellowish gray (5Y 8/I) to grayish orange (10YR 8/2) to

8/26/2011 2,530 2,540 light gray (N7), fine grained, moderate to poorly sorted, poor to moderate induration,moderate intergranular porosity, moderate permeability, benthic forarninifera.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 90%, pale yellowish brown(10YR 6/2), fine grained, moderately well sorted, low induration, moderate intergranularporosity, low to moderate permeability, benthic foraminifera (Dictyoconus, Fabularia);

Dolomite, 10%, yellowish gray (5Y 8/1), fine crystalline, vuggy, well indurated.

Dolomitic Limestone: 100%, grayish orange (10YR 7/4) to pale yellowish brown (10YR

8/26/2011 2,550 2,560 6/2), tine grained, moderately well sorted, low to moderate induration, moderateintergranular porosity, low to moderate permeability, vugs, microfossil casts and benthicforaminifera.

Dolomitic Limestone and Limestone: Dolomitic Limestone, 80%, grayish orange (IOYR7/4) to pale yellowish brown (IOYR 6/2), fine grained, moderately well sorted, low to

8/26/2011 2,560 2,570 moderate induration, moderate intergranular porosity, low to moderate permeability,vugs, benthic foraminifera; Limestone, 20%, argillaceous, yellowish gray (5Y 8/1), poorinduration, low intergranular porosity, low permeability, nonfossiliferous.

Dolomitic Limestone and Limestone: Dolomitic Limestone, 90%, grayish orange (10YR7/4) to pale yellowish brown (10YR 6/2) to dark gray (N3), fine grained, moderately wellsorted, moderate to moderately well induration, moderate to high intergranular porosity,moderate permeability, vugs, benthic foraminifera, microfossil casts and molds;Limestone, 10%, argillaceous, yellowish gray (5Y 8/1), poor induration, lowintergranular porosity, low permeability, nonfossiliferous. Trace of lignite.

Core interval No. 6. - Dolomitic Limestone: very pale orange (IOYR 8/2) to grayish8/27/2011 2,576 2,578 orange (10YR 7/4), fine grained, moderately well sorted, moderate induration, moderate

to high intergranular porosity, moderate permeability, vugs, sparse benthic foraminifera,echinoids spine, gastropod molds.Dolomitic Limestone: 100%, grayish orange (IOYR 7/4) to pale yellowish brown (IOYR

8/27/2011 2,578 2,580 6/2), fine grained, moderately well sorted, moderate to induration, moderate to highintergranular porosity, moderate permeability, vugs, benthic foraminifera and echinoids,microfossil and molds.Core interval No. 7. - Dolomitic Limestone: grayish orange (1 OYR 7/4) to pale yellowishbrown (I OYR 6/2), fine grained, moderately well sorted, moderate induration, moderate

8/28/2011 2,580 2,590 to high intergranular porosity, moderate permeability, unevenly distributed vugs, benthicforaminifera (Dictyoconus, echinoids spine) near core top and becoming sparse,limestone franents in matrix.



Turkey Point




Dolomitic Limestone and Limestone: Dolomitic Limestone, 70%, grayish orange (IOYR7/4) to pale yellowish brown (IOYR 6/2) to dark gray (N3), fine grained, moderately well

8/29/2011 2,590 2,600 sorted, moderate to well induration, moderate intergranular porosity, moderatepermeability, vugs, benthic foraminifera, some dark banding (lamination); Limestone,30%, argillaceous, yellowish gray (5Y 8/1), poor induration, low porosity, lowpermeability. nonfossiliferous.Limestone and Dolomitic Limestone: Limestone, 60%, argillaceous, yellowish gray (5Y8/I), poor induration, low porosity, low permeability, nonfossiliferous; Dolomitic

8/29/2011 2,600 2,610 Limestone, 40%, grayish orange (IOYR 7/4) to pale yellowish brown (IOYR 6/2) to darkgray (N3), fine grained, moderately well sorted, moderate to well induration, moderateintergranular porosity, moderate permeability, vugs, benthic foraminifera, some darkbanding (lamination).Dolomitic Limestone and Limestone: Dolomitic Limestone, 80%, grayish orange (IOYR7/4) to pale yellowish brown (IOYR 6/2) to dark gray (N3), fine grained, moderately well

8/29/2011 2,610 2,620 sorted, moderate to well induration, moderate intergranular porosity, moderatepermeability, few small vugs, benthic foraminifera, some dark banding (lamination);

Limestone, 20%, yellowish gray (5Y 8/1), argillaceous, poor induration, low porosity,I_ low permeability, nonfossiliferous.

Dolomitic Limestone and Limestone: Dolomitic Limestone, 60%, grayish orange (10YR7/4) to pale yellowish brown (10YR 6/2), and medium light gray (N6). fine grained,

8/29/2011 2,620 2,630 moderately well sorted, moderate to well induration, moderate intergranular porosity,moderate permeability; Limestone, 40%, yellowish gray (5Y 8/1), argillaceous, chalky,moderate induration, low porosity, low permeability, nonfossiliferous.

Dolomitic Limestone and Limestone: Dolomitic Limestone, 50%, grayish orange (1OYR7/4) to pale yellowish brown (IOYR 6/2), fine grained, moderately well sorted, moderate

8/31/2011 2,630 2,640 to well induration, moderate intergranular porosity, moderate permeability; Limestone,50%, yellowish gray (5Y 8/1), argillaceous, chalky, moderate induration, low porosity,

Ii low permeability, nonfossiliferous.Dolomitic Limestone and Limestone: Dolomitic Limestone, 80%, grayish orange (IOYR7/4) to pale yellowish brown (10YR 6/2), fine grained, moderately well sorted, moderate

8/31/2011 2,640 2,650 to well induration, some dark banding (laminated), moderate intergranular porosity,moderate permeability; Limestone, 20%, yellowish gray (5Y 8/1), argillaceous, chalky,low to moderate induration, few vugs, moderate porosity, low to moderate permeability,

I _inonfossiliferous.

ft. bpl = feet below pad level






(mg/L) (mg/L)6/30/2011 1,100 1,228 610 61.3 0.04 0.557/1/2011 1,190 1,177 768 85.5 0.06 0.597/1/2011 1,255 1,167 776 97.3 0.03 0.567/1/2011 1,345 2,420 1,428 551 0.06 0.427/1/2011 1,435 2,900 1,736 640 0.08 0.447/2/2011 1,525 6,760 4,168 2,045 0.09 0.357/3/2011 1,615 5,660 3,548 1,670 0.08 0.45

8/13/2011 1,704 9,500 5,688 3,120 U 0.568/15/2011 1,794 14,670 9,260 5,010 U 0.578/16/2011 1,884 20,400 13,520 7,180 U 0.388/17/2011 1,974 25,190 16,910 9,160 U 0.228/19/2011 2,064 37,000 24,280 14,400 U 0.71(I)8/21/2011 2,154 30,000 18.525 11,000 U 0.328/21/2011 2,244 32,100 16,967 11,500 U 0.178/23/2011 2,334 60.100 40.400 26,000 U 0.44

ft bpl = feet below pad levelumhos/cm - micromhos per centimetermg/L = milligrams per liter1= Value is between MDL and PQLU = undetectedNote: Pilot hole water quality may be influenced by salt used to control artesian head.



Turkey PointExploratory Well EW-1Daily Kill Material Log


7/7/2011 1655 Bentonite /Barite 569

7/8/2011 1655 Bentonite /Barite 6,0647/9/2011 1655 Bentonite /Barite 2,085

7/10/2011 1655 Bentonite /Barite 1,1377/11/2011 1655 Bentonite /Barite 9,4757/12/2011 1655 Bentonite /Barite 7597/13/2011 1655 Bentonite /Barite 4,5487/15/2011 1655 Bentonite /Barite 1,9257/16/2011 1655 Bentonite /Barite 2,2007/17/2011 1655 Bentonite /Barite 2847/18/2011 1655 Bentonite /Barite 2757/19/2011 1655 Bentonite /Barite 2757/31/2011 1542 Bentonite /Barite 18,9508/1/2011 1542 Bentonite /Barite 4,5488/2/2011 1542 Bentonite /Barite 2848/5/2011 1542 Bentonite /Barite 4,5488/6/2011 1542 Bentonite /Barite 2,274

8/10/2011 1542 Bentonite /Barite 6,4438/10/2011 1542 Salt 2,0008/13/2011 1722 Bentonite /Barite 6,2508/14/2011 1722 Bentonite /Barite 3798/17/2011 2026 Salt 2,0008/18/2011 2026 Bentonite /Barite 379 2,0008/19/2011 2110 Bentonite/Barite and Salt 570 2,0008/20/2011 2110 Bentonite /Barite and Salt 189 4,0008/21/2011 2288 Salt 568 6,0008/22/2011 2288 Salt 4,0008/24/2011 2396 Bentonite /Barite and Salt 379 2,000

8/25/2011 2396 Salt 4,0008/26/2011 2576 Bentonite /Barite and Salt 379 2,000

8/28/2011 2580 Bentonite /Barite and Salt 379 6,0008/30/2011 2638 Salt 4,0008/31/2011 2638 Bentonite /Barite/Salt 569 2,000



Enclosure 3


Weekly Construction Summary #18 dated September 9, 2011




September 9, 2011 MHCDEP-11-0408



Dear Mr. May:

This is the eighteenth weekly construction summary for the above referenced project. Thereporting period for this weekly construction summary began at 7:00 AM, Thursday,September 1, 2011 and ended at 7:00 AM, Thursday, September 8, 2011. Consultant anddrilling contractor daily reports were prepared for this reporting period. Copies of theconsultant and drilling contractor daily construction logs are attached.

During the previous reporting period the drilling contractor drilled a pilot hole over theinterval from 2,396 feet below pad level (bpl) to 2,652 feet and cored the intervals from 2,396feet bpl to 2,410 feet bpl, 2,576 feet bpl to 2,578 feet bpl, 2,580 feet bpl to 2,590 feet bpl, and2,638 to 2,652 feet bpl.

During this reporting period, the drilling contractor drilled a pilot hole over the intervalfrom 2,652 feet bpl to 3,205 feet bpl. Pilot hole drilling was interrupted to allow coring ofthe intervals from 2,652 feet bpl to 2,666 feet bpl and 2,666 feet bpl to 2,679 feet bpl. A coresummary table providing the length of core recovered for each of the cored intervals isattached. A lithologic description of each of the cores is attached. Pilot hole water sampleswere collected at 90-foot intervals during pilot hole drilling. The laboratory reports for thepilot hole water samples collected during this reporting period were not available by theend of this reporting period. The data for the pilot hole water samples collected during thisreporting period will be included in the next weekly construction summary. The data forthe pilot hole water sampled collected during the previous reporting period are included inthe attached pilot hole water quality table. Deviation surveys were collected at 60-footintervals during pilot hole drilling. A deviation survey summary sheet is attached.Lithologic samples were collected at 10-foot intervals during pilot hole drilling until a depthof 2,800 feet bpl was reached, at which point lithologic sample collection began at 5-footintervals. A description of the lithologic samples collected during this reporting period is


Proposed Turkey Point Units 6 and 7

Docket Nos. 52-040 and 52-041


attached. A daily kill material log providing a summary of daily kill material and kill

volume is attached.

There was no casing installation, cementing, packer testing, or exploratory well

development during this reporting period. There were no construction related issuesduring this reporting period.

During the next reporting period, it is anticipated that the drilling contractor will completepilot hole drilling to a depth of 3,500 feet bpl, perform geophysical logging of the pilot hole

and begin packer testing of the pilot hole.

In addition, sampling of the pad monitor wells began on April 21, 2011 and has been taking

place on a weekly basis since the initial sampling. The pad monitor wells were most recently

sampled on September 8, 2011. The most recent set of pad monitoring well sample resultsavailable is for samples collected on September 1, 2011. Sampling of the pad monitor wells

around EW-1 will continue until drilling and testing of EW-1 has been completed. Copies of

the pad monitor well water quality data summary sheets are attached.

Should you have any questions regarding the above weekly construction summary, please

contact David McNabb at (561) 891-0763.

(MS abb ologic Consulting, Inc.

David McNabb; P.G.

Attachments: Consultant Daily Construction Log

Layne Christensen Company-Drilling Shift Report

Pad Monitor Well Water Quality Data Summary Sheets

Core SummaryRock Core Lithologic Descriptions (Core # 9-10)

Deviation Survey SummaryLithologic DescriptionPilot Hole Water QualityDaily Kill Material Log

Cc: George Heuler/FDEP-TallahasseeEmily Richardson/SFWMDMatthew Raffenberg/FPLDavid Holtz/HCE

Joe Haberfeld/FDEP-TallahasseeRon Reese/USGSDavid Paul/FGS

TP WEEKLY SUMMARY #18 FINAL 2



.ze'•7z;)JS.u iLC


Date: September 1, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,652 feet bplWeather Day: Partly Cloudy, HotWeather Night: Partly Cloudy, Lt. RainActivity: Coring

FDEP UIC Permit #:0293962-001-UCWell No.: EW-IBit Diameter: 12 ¼4-inchEnding Depth: 2,652 feet bplRecorded By: Deborah Daigle/Sally Durall


0700 The drilling contractor continues tripping the drill pipe and 121/4 inch bit out ofthe hole hi preparation for collecting a core.

1020 Florida Spectrum Environmental Services, Inc. is on site to sample the padmonitoring wells.

1200 The drilling contractor has tripped the drill pipe and 121/4 inch drill bit out ofthe borehole and is preparing to trip in to the borehole with the core barrel.

1400 The drilling contractor begins to trip in to the hole with the core barrel.1730 The drilling contractor continues to trip in to the hole with the core barrel.1755 The drilling contractor begins to trip inside the drill pipe with the air line.1910 The drilling contractor tags the top of the coring interval for Core No. 9 at the

depth of 2,652 feet below pad level (bpl).2100 The drilling contractor begins coring Core No. 9.0310 Complete coring Core No. 9 at the depth of 2,666 feet bpl. A total of 14 feet was

cored.0345 The drilling contractor begins to trip out of the borehole with the core barrel.0700 The drilling contractor continues to trip out of the borehole with the core barrel.

090111 Page 1 of 1



-,&DJs.a LL


Date: September 2, 2011Project: FPL Turkey Point EWContractor: Layne Christensen CompanyStarting Depth: 2,652 feet bplWeather Day: Partly Cloudy, HotWeather Night: RainActivity: Pilot Hole Drilling and Coring

FDEP UIC Permit #:0293962-001-UCWell No.: EW-IBit Diameter: 12 'A-inchEnding Depth: 2,666 feet bplRecorded By: Deborah Daigle/Sally Dural]


0700 The drilling contractor completed coring Core No. 9 from the depth of 2,652 feetto 2,666 feet below pad level (bpl) during the night shift and is currentlytripping out of the borehole with the core barrel.

1030 The core barrel is on the rig floor.1100 Core No. 9 has been retrieved and placed in a core box. A total of 5.2 feet of

core was recovered. The drilling contractor is preparing to. trip in the boreholewith the 12 1/4-inch diameter bit and drill out the 14-foot cored interval. A tenthcore will be retrieved at a begirning depth of 2,666 feet.

1200 The drilling contractor begins to trip in to the borehole with the 12 ¼4-inchdiameter drilling bit.

1815 The drilling contractor resumes tripping in the borehole with the 12 ¼4-inchdiameter drilling bit.

2035 The drilling contractor begins tripping the air line inside the drill pipe.2125 The drilling contractor resumes drilling the pilot hole from the depth of 2,652

feet bpl.2230 Drilling the pilot hole at the depth of 2,656 feet bpl.2345 Drilling the pilot hole at the depth of 2,664 feet bpl.0000 The drilling contractor has drilled the pilot hole to a depth of 2,666 feet bpl and

is circulating the borehole clean hi preparation of coring Core No. 10.0205 The drilling contractor begins to trip the air line out of the drill pipe.0245 The drilling contractor begins to trip the 12 ¼4-inch diameter drilling bit out of

the borehole.0545 The 12 ¼4-inch diameter bit is on the rig floor.0630 The drilling contractor begins to trip the core barrel in to the hole.0700 The drilling contractor continues to trip the core barrel in to the hole.

090211 Page 1 of 1

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Page 6 of 44 & s. LLC



Date: September 3, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 '4-inchStarting Depth: 2,666 feet bpl Ending Depth: 2,670 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally DurallWeather Night: Cloudy, WarmActivity: Pilot Hole Drilling and Coring


0700 The drilling contractor continues to trip the core barrel in to the hole.0930 The drilling contractor continues to trip the drill pipe and core barrel in to the

hole.1000 The drilling contractor has tripped the drill pipe and core barrel in to the hole

and is preparing to core.1035 The drilling contractor establishes the flow rate at 52 gallons per minute (gpm).1040 The drilling contractor tags the top of the coring interval at 2,666 feet below pad

level (bpl).1045 The drilling contractor begins coring Core No 10.1515 The drilling contractor completes coring Core No. 10 at a depth of 2,679 feet bpl.

A total of 13 feet was cored.1530 The drilling contractor kills the well and begins tripping the drill pipe and core

barrel out of the hole.1730 The drilling contractor continues to trip out of the hole with the drill pipe and

core barrel.2030 The drilling contractor continues to trip out of the hole with the drill pipe and

core barrel.2235 The core barrel is on the rig floor.2255 Core No.10 has been retrieved and placed in two core boxes. A total of 12.4 feet

of core was recovered.2330 The drilling contractor begins to trip in the borehole with the 12¼V4-inch

diameter drill bit.0200 The drilling contractor continues to trip in the borehole with the drilling bit.0400 The drilling contractor continues to trip in the borehole with the drilling bit.0500 The drilling contractor has tripped the drilling bit to the depth of 2,666 feet bpl

and is circulating.0530 Resume drilling the pilot hole from the depth of 2,666 feet bpl.0700 The drilling contractor continues drilling the pilot hole at a depth of 2,670 feet

bpl.

090311 Page 1 of 1

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Page 7 of 44 •JS. LL



Date: September 4, 2011 FDEP UIC Permit #:0293962-00 1-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 '/4-inchStarting Depth: 2,670 feet bpl Ending Depth: 2,877 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally DurallWeather Night: Partly Cloudy, WarmActivity: Pilot Hole Drilling


0700 The drilling contractor continues drilling the pilot hole at a depth of 2,670 feetbelow pad level (bpl).

0900 Drilling the pilot hole at a depth of 2,691 feet bpl.1030 The drilling contractor has kelly down at 2,697 feet bpl and is circulating the

borehole clean.1035 The drilling contractor trips the deviation survey tool inside the drill pipe to the


survey result is 0.4 degree.1110 The drilling contractor makes a drill pipe connection and resumes drilling the

pilot hole from the depth of 2,697 feet bpl.1430 Drilling the pilot hole at a depth of 2,719 feet bpl.1700 Drilling the pilot hole at a depth of 2,750 feet bpl.1810 Drilling the pilot hole at a depth of 2,754 feet bpl.1900 Drilling the pilot hole at a depth of 2,758 feet bpl.2000 Drilling the pilot hole at a depth of 2,780 feet bpl.2030 The drilling contractor collects a pilot hole water quality sample at a depth of

2,784 feet bpl.2045 The kelly is down at a depth of 2,787 feet bpl and the drilling contractor is

circulating the borehole clean.2205 The drilling contractor trips the deviation survey tool inside the drill pipe to the



pilot hole from the depth of 2,787 feet bpl.0000 Drilling the pilot hole at a depth of 2,805 feet bpl.0115 Drilling the pilot hole at a depth of 2,825 feet bpl.0135 The kelly is down at a depth of 2,832 feet bpl and the drilling contractor is

circulating the borehole clean.

090411 Page 1 of 2



LLS~C

0210 The drilling contractor trips the deviation survey tool inside the drill pipe to thedepth of 2,804 feet bpl.

0240 The drilling contractor trips the deviation survey tool out of the drill pipe. The


pilot hole from the depth of 2,832 feet bpl.0405 Drilling the pilot hole at a depth of 2,846 feet bpl.0515 Drilling the pilot hole at a depth of 2,865 feet bpl.0700 Drilling the pilot hole at a depth of 2,877 feet bpl.

090411 Page 2 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Page 9 of 44 1 smJS LLC



Date: September 5, 2011 FDEP UIC Permit #:0293962-00 I-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 '/4-inchStarting Depth: 2,877 feet bpi Ending Depth: 3,024 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally DurallWeather Night: Clear, WarmActivity: Pilot Hole Drilling


0700 The drilling contractor continues drilling the pilot hole at a depth of 2,877 feetbelow pad level (bpl). The drilling contractor has kelly down and is circulatingthe borehole clean.

0710 The drilling contractor trips the deviation survey tool inside the drill pipe to thedepth of 2,864 feet bpl.

0730 The drilling contractor trips the deviation survey tool out of the drill pipe. Thesurvey result is 0.4 degree.

0740 The drilling contractor makes a drill pipe connection and resumes drilling thepilot hole from the depth of 2,877 feet bpl.

1000 Drilling the pilot hole at a depth of 2,887 feet bpl.1430 Drilling the pilot hole at a depth of 2,917 feet bpl.1630 Drilling the pilot hole at a depth of 2,923 feet bpl.1810 Drilling the pilot hole at a depth of 2,935 feet bpl.1915 Drilling the pilot hole at a depth of 2,946 feet bpl.2035 The drilling contractor collects a pilot hole water quality sample at the depth of

2,964 feet bpl.2045 The kelly is down at the depth of 2,967 feet bpl and the drilling contractor is



survey result is 0.3 degree.2135, The drilling contractor makes a drill pipe cormection and resumes drilling the

pilot hole from the depth of 2,967 feet bpl.2330 Drilling the pilot hole at the depth of 2,990 feet bpl.0050 Drilling the pilot hole at the depth of 3,006 feet bpl.0110 The kelly is down at the depth of 3,012 feet bpl and the drilling contractor is


depth of 2,984 feet bpl.

090511 Page 1 of 2



-&OJSac

0200 The drilling contractor trips the deviation survey tool out of the drill pipe. Thesurvey result is 0.4 degree.

0210 The drilling contractor makes a drill pipe connection and resumes drill the pilothole from the depth of 3,012 feet bpl.

0340 Drilling the pilot hole at the depth of 3,017 feet bpl.0520 Drilling the pilot hole at the depth of 3,020 feet bpl.0700 Drilling the pilot hole at a depth of 3,024 feet bpl.

090511 Page 2 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Page 11 of 44 , .JS__LLC



Date: September 6, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-IContractor: Layne Christensen Company Bit Diameter: 12 ¼A-inchStarting Depth: 3,024 feet bpl Ending Depth: 3,192 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally DurallWeather Night: Clear, WarmActivity: Pilot Hole Drilling


0700 The drilling contractor continues drilling the pilot hole at a depth of 3,024 feetbelow pad level (bpl).

0915 Drilling the pilot hole at a depth of 3,036 feet bpl. Driller notes fluctuation in theweight on bit from 15,000 lbs to zero.

1030 Drilling the pilot hole at a depth of 3,041 ft bpl.1220 Drilling the pilot hole at a depth of 3,057 feet bpl. The kelly is down and the

contractor is circulating the hole clean in preparation for the deviation survey.1245 The drilling contractor trips the deviation survey tool inside the drill pipe to the



pilot hole from the depth of 3,057 feet bpl.1700 Drilling the pilot hole at a depth of 3,079 feet bpl.1830 Drilling the pilot hole at a depth of 3,094 feet bpl.1930 The kelly is down at a depth of 3,102 feet bpl and the drilling contractor is

circulating the borehole clean.1945 Resume drilling the pilot hole from the depth of 3,102 feet bpl.2110 Drilling the pilot hole at the depth of 3,118 feet bpl.2140 Drilling the pilot hole at the depth of 3,127 feet bpl.2245 The drilling contractor collects a pilot hole water quality sample for the depth of

3,144 feet bpl.2255 The kelly is down at the depth of 3,147 feet bpl and the drilling contractor is




pilot hole from the depth of 3,147 feet bpl.

090611 Page 1 of 2



7Q,-JSc LLy

0155 Drilling the pilot hole at the depth of 3,175 feet bpl.0255 Drilling the pilot hole at the depth of 3,186 feet bpl.

0315 Drilling the pilot hole at the depth of 3,192 feet bpl. The drilling contractor

picks up the bit to a depth of approximately 3,100 feet bpl and circulates down

hole.0500 The drilling contractor is dredging the pilot hole from approximately 3,100 feet

to 3,192 feet bpl.0700 The drilling contractor continues to dredge the pilot hole.

090611 Page 2 of 2

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Page 13 of 44 1 eaJS, IC _



Date: September 7, 2011 FDEP UIC Permit #:0293962-001-UCProject: FPL Turkey Point EW Well No.: EW-1Contractor: Layne Christensen Company Bit Diameter: 12 'A-inchStarting Depth: 3,192 feet bpl Ending Depth: 3,205 feet bplWeather Day: Partly Cloudy, Hot Recorded By: Deborah Daigle/Sally Durall

Weather Night: Clear, WarmActivity: Pilot Hole Drilling


0700 The drilling contractor is drilling the pilot hole at a depth of 3,192 feet belowpad level (bpl). They have been dredging since a depth of approximately 3,100feet bpl.

0930 The drilling contractor continues to dredge the pilot hole.1145 The drilling contractor trips the deviation survey tool inside the drill pipe to the



pilot hole.1330 The drilling contractor continues to dredge the pilot hole.1415 The drilling contractor resumes drilling of the pilot hole at a depth of 3,192 feet

bpl.1500 The drilling contractor is dredging the pilot hole from approximately 3,190 to

3,196 feet bpl.1630 The drilling contractor continues to dredge the pilot hole.1730 The drilling contractor continues to dredge the pilot hole.1955 Drilling the pilot hole at the depth of 3,199 feet bpl.2120 Drilling the pilot hole at the depth of 3,201 feet bpl.2300 Drilling the pilot hole at the depth of 3,203 feet bpl.0000 The drilling contractor continues loss of air line pressure and currently dredging

the borehole.0130 The drilling contractor continues to dredge the pilot hole.0300 The drilling contractor continues to dredge the pilot hole.0430 The drilling contractor continues to dredge the pilot hole.0615 The drilling contractor continues to dredge the pilot hole at 3,204 feet bpl.0700 The drilling contractor's shift change takes place; the pilot hole depth is 3,205

feet bpl and dredging continues.

090711 Page 1 of 1

LAYNIE CHRI5TENSEN COMPANY - LRILUN1i .5H"11IKbFUKI

Proposed Turkey Point Units 6 and 7A,

2013RSI NAME -E It~,,L-2011-388 Enclosure 3 Page 14 of 44

J0sr10E LOCATION

DAIIY ACCOUNIING OF ACTIVITIES BY rOTM IPERSONNEL EMPLOYEDTODAY

Clew Per Diem? On111 Off,4 0 Total

A51Ininment , IX) Hous HOuOs Hours

06 >(11 //L _ 4

MATE RI•ALSIED TODAY

011.1, n-! Oescr~slon

7/_ AW&

EQUIPMENT DEPLOVEOTODAY

Oescrlpllon Unit j $tnlus

W king WK Moblizatlo j MB

Slandb SB 0Omilbilizal~an D

ow nSo DS AvpHLIIIO irsYod AY

ED~wonriorle An Avadi.tbl on 6o6 AV

71ME Of ACTWOIY BY ITEM IN

From To l;'CIDoneo Ihernu

AM P M

LAM PM

AM PM

. A1M PM| AM PM

AM PM

----------- AM PMAM PM

AM PM

AM PM

AM PM

[ AM EM

AM PM

AM PM

AM PMAM PM

gem a Cas COde LaborActivilt Homrs

I 10300 then Ouration lob

2 11100 rsileMob/Demob

3 011250 hPoprl

1 1200 lia(e~y~eillng 64S 0 •s trfainlg - Ove rhead

6 0004 op- Overhead

0097 ailnenance -Overhead

al 1L250 Irfaolol ab Chargeable

9 11300 111 Oeanup

10 11350 'BAsil50otd Wall

21400 I injlall0eo nPad

12 11450 Insta Sruia Castlg

13 11300 1

•es oadwy I" Dil Pad _

14 1000 ItsI eoI reng

15 12100 i ophyskalLPOllnB & OLh•VrTlUng

16 12150 Aquifer Zong Telling

17 132 Bo3 h Abandonment

is 21050 Profuo~r, Well 0slaulion

9 13130 119111 Conductor Pipe

10 131 DrllpllotHde

z1 11200 Geophllhs toiElng & OMar Tellr n8

22 1322S Assler Zawne TaJAB

2_ 13300 BorIboliO Ab ndonmanih/cmenil Plugs

24 123350 R.IoN~s

a 13400 Under Reamnlr

26 I135 Instal CasIng

27 i10 Insr.iSScraen

lB 131150 l Pack 'Thu Wall.. ...

29 1300 Isl.l Annular Sez)

30 1330 0 Wawr Worathins

31 14050 WOO De¥•lotopnesLAjt Lift and Swab

32 1100 01 SoiD'I OfFid I & CO11n 10

33 1450 Furnlih& & loini TmO Pu ma p and 0Nxhmgo

34 14300 Dowc~opment Pumping~

31 1 Te03 P!! pIo I

36 14300 Pjfflacrlhn and Chlodrnallon

37 13050 Ol9le A•Iv0 •sMob/Dm~ob

93 19100 So39 19159 lAdmlnhslrailan

40 19S5 n)Ilher Ac¶Jnll Standby

4 .11 19600 nrfini. (ot Lost/1loken Tooling

42 19653 _Tbn1er OrdarAcqlhmnos

43 86D303 Loulmonite Reporm_______

4In 00370 a-81fB0

45 90000 aob Supedrnendern

TOTAL HOUR5

COMMEITS. EVENTS •CONor••S • CHIANGES - OTHER NY FORMATION

-r io 6,. /, - tý L !-/ bctý or-"k.,3 c) Slzg A"ý_ S -,& 6 ere, /Z:2, /-.(, 7~L~' C~d'~

I.

(* 1-,~ 0, PCU_@ C~pI

dr•

%

- J.-, %

t'. . - - - - ____

q--I- ,1,*Jl*,IOkhAf.ilrure502 051101 010

eaM*,nl,., PAYROLL -_114" Of ____ 411111,.-

-LAU Y LtIKlI .iV)1:N LLJIVIVANr Y - UILLJNV 3)It'i KHFUH I

Proposed Turkey Point Units 6 and 7,O". o

SL2011-388 Enclosure 3 Page 15 of 44

PEASONNIEL EMPLOYED TODAY

E oFw Per 0Dem? OCmlle OflSPon Total

Assgnmenw X) Hours Hours Housi

G ,_.z. -IL

MATEIRkL USED ITDAY

Doup+ar

HIT,-~~ ~ -

.IkxU 9,- I- II mv 1I 7'71

DAILY ACCIUNT11NG O ACTIVITIES BYV ITEM A

WOWS I J Mobleallcon A

Standby 5B O5umob'&,aLbn OM

Dowrn•lcts O1S Asallahle InlaW AY

Down onsf.e ON Availabb onJob Alt

TIME OF ACTiVIrY BY ITEM I

From To Co=de One NOM4

AM PM

AM PM

AM PM

AM PM

AM FM

AM PM

AM PM

AM PM

AM PM

AM PMAM PM

AM PM

AM PM

AM PMAM PM

AM PM

AM PM

Ram it Cost -'oot IabWAdNry Hours"2 10000 Idrov. Drdon Job

11100 "LnsileMob/Demob

S, 111.O ob Preap radon

4 11200 Sary Meetin

5 U i 6finna- Overhead

6 D006 Shop- Overhead

7 0007 Minntena.e DO•iheud

a 11500 (gaining -job Challitlab

9 11300 ale Clean up

10 11350 aTalw6Sond Wals

11 11400 Inuial 0DM0 Pad

12 jId10 nsaq Surface Casing

13 11500 ndl ziwdway & DrilPad

14 1210D Told HRar 0•10n.

i5 12100 eaphysal Loolns Oathor TuOsIti

16 10150 Aquifer ZoneTesln_

1' 12200 Ivoe•e Abandonment

36 13050 Ilmduarsioa Wd~Arnsiaal~oa

19 13100 instlCooduorp _ _e

20 13150 OrNP11tHole .

01 132o0 eophy0cal LoEAiM & Olher TOILJaR

i1 13050 ",u Kcr Zone Testsng

Z3 .01 IooiholeAbandovlment/Cemn nt. Pim•

24 13350 Reaonas

is 13400 Tiner Reaming

L6 13450 rnltaiCasknh

22 10150 ;,wI Parkaci hu Wel7B ,', 1 l3GAIO UlAll .ular Seal

30 13550 1atWlrWatchfri

31 14050 thp a A AmIcict Ilfl arid S•ab

32 14100 ),posal ofFlu Ids&lCutinhgs

303 4150 .ulrf gi InsladliTc Pump ond Olacharle

3d 14200 cypeipmenopumpimn

S 14050 Cat. Pucmplmn_______

36 14300 tcMIWan and oInDtlcbon

37 190D0 jS•eAcnm aOes Mob/Dumb

U 19100 Ihasli

39 19150 Admirnistatio

00 15550 Other Aihvlclv s 5Sendby

41 10600 ihi ,rn t Tar LostigickecnTil TIn

42 1%50 Change O 1dur ntWi0iIO

43 6800D Eqtipr•ent Repar_

44 90170 Damages

45 90D00 lob Suparlftecendai

Lun~ch

TOTALHOU•S

COMMENTS- EVENTS - CONDW 005S - CHANCES -OITHER WRIV400IATIOII

L(C_ lL1f % ~A1 CnV~ COM-~-i72~Sa 1 i~pL ~ro/'2b6 T $O AOPL- - - t-'------I

1 1,1 ', 1) !I

%ýAPDPI . I

ad1 ~iIc1 4" lieat's Signature PAYROLL , •lr Supeilsor'i SlgnatLure

LA YNE CHRISTENSEN COMPANY - DRILLING SHIFT REPORT 7

CLIET FIAzJOBS .ir NAM 6 ,u lProposed Turkey Point Units 6 and 7


DATE UP 1p /o A

EQUIPMENT DIEPLOYED TO DAY

JOB 0 -/17 72

,OEI . LOCATON.,

PERSONNEL EM PLOYED TODAY

Crew PerCiem? Onsite f'sile Total

Asignment W. H'aunt Hauls H"our

__ 11Ž-ýA,mi-• ""-e" 7" e Cefr ,_ _

MATER IALS USED TO DAY

Quanlity D lception

z s-~~e4 ~~ov.e-v khez;J sairk~

U'qhb2~Lk /47OD- I&

item II Cost Code LaborAciUI NewseSIP~br

=. , I= -

T I = LWoakln I ' I MobmtlEoo MIa

• I I , :Standby j SO lesemblleiole DM

DowninShop I DS I Avc:sbEWhnavd AY

Daowsm e I St , I Avaalblo ora Job AV

T"IE O F AC•IVO BY IIEM A

A ErcMa 1o item I

1~ IAM PM

AM IM"AM EM•

1--C 0,AM FM

AM PM

AM PM

I 10000 than Duration Job

I 11100 Onile Mob/Deenob

3 .115g • ob Preparaton

4 11300 1 '€ Sfety Well

5 0005 rr-,nIln-oO rhcad

D0 S hlop.Oeread

SM n4tfrnance Overhead

D 11300 So Clea n up

91 11400 lOwnPa

10 11450 651aE1 U031 CWul15 21400 bwslao econ Pud

12 1450 In•• urfcoc Cooing

13 11500 u=•p, u , oray &DIOid _____

24 12050 rest Hole Dc1,m

is .12IN0 Eeophptal LagIing & Oth ar rel d n

1 121350 (qulrer Zone Testing

17 12200 B[lý d ALandcnmenn

. 1.3050 Pioduc eln Wel Inisialailon

19 3100 "intalECondmlerrPipe

21 13.100 (fcophrysI Lugg~n & Olhcr Tcldng ",_

22 1325D l91urfef ione Tosllco

23 2310 1orIlor M ABndonmenn/Ce- n nipo Pluos

24 13355 RcormIn

25 11400 Undur~eaing

26 13400 IrANIO CalnIn

27 13500 instal Sceon

N 13510 Garel Pack The Wok29 13GO Ins~lal Annuiar Seal.

3D 13000 WatcofoArhlnu

00 14050 Well Dvoprnl l Air 1L. oad SntOb

32 1410DO D' olsol o ldsR A Cullnir,

32 14150 Furnih & inlEal Teil Pwepor•iilchorge

34 14100 DeselogmeniPump_ _

IS 1250 IcstPumpirE

20 14300 blos iecton and ChrnIodna n

7 19k050 0fr1iL AbAvkes Mot/lensb

s 29100 shop

29 29150 lAdml•blttaon

50 iSSS O i AneIttais Slagnhy

41 19600 Fish roFou LoaUBrokeirTovinB__

42 19f,50 Change WOd r Acrplet

43 J8004 [qtlpmenl Repaics

44 90170 go-ages

90250 lob SuperlnbendensILunch

TOTALHOURS

AM PM

AM PM4-! o J

AM PMIAm PmAM PM _ _ _ _

A.M PM4 1.-*.

AM PM 1I -0

AM PM

AM PMI I-

AM PM

AM PM I

COMMENT3 EVENTS5. COPJDIT',J014 -CHNGS01111t O EINFORMA71ON

-11 0 (c'. o LtA & CO MME rT 0"E I O DT•N H N E THE ,N O M •O

bOl A ME eYj- .1qWWk1"Lf5 Cc 'I P v L) -t- 4jýci -k0~~~L %~~ e~ e~1A4IV~

Inzoller'z SlosuteICC05RI 052209

!U- pm C .....uco PAYROLL SUpelr.on s•ignuUrs

-L-JAY Lf.lI ENIP.iV LUIWPANVY -U KILLFIVU 3"11" Kt.UHI

Proposed Turkey Point Units 6 and 7Dckc.t Nl,. 52-040 ad 52-041 DAT8e


EQ.UIPMEN6T OEpLOYED TODAY DAIY ACCOUNTIN1G 014A) KZ3 itimm

,°,rOJI NO/

PERSONNEL EMPLOYEDO0DAY

-, ...I. . •- • . . .. II ; -. -h -'.4

U i

MA'0ERINS USEOTODAY

.4s. . .i. . :,..._

Ii _ _._0_

DeMrNrlDllot UIt4J Sta Iu

wor~king WN MobiBatihf MB'Sian ].. SB vermobibtm oM

wn IShop 1 $ AUZ•.boYard AV

Down"on IQ ON A" tabl an lb .. A_.

TIMEOFACIWITY BY ITEMP

Rom To c1r1o~on h eeml

AM PM [ __

______ ~AM I'Mf_____AM PM

_______ ~AM PM _______

AM PM~

AM PM.

AM PM

AM Pm JAM PM IAM PM I

vt Coacdt IaborAcHorty.

1 10000 Shos. Duration Julb

2 11100 01MOn Mob/[omob

3 11200 job Pteparalon12D Safety Mt'eirnI

5 0001 Frar0- gOverh-_ad

6 0006 0hov-Oerhead

7., Maintanance -Ovroad

S 1121; rnflng-.1obChargeabae

9 1130D0 .BC~Ulean Up

10 11350 InSTjI0AUtndW34&11 11400 Ina, II Decon Pad . tr '

1 11410 Inon• ufteo Calikn g '

13 111000 InsaILaRwday6DrAPad

14 1,1000 rit Hou lares

15 22100 lvoPhysrl 68308 & Other T9906 _______

16 2o N•hufer Zone T _ _ _

17 12200 [o,ýhd nAbndonmeni

is 13000 Poducln Woe Ins•1ab40

0

In a OnI4 vfekr PCe

30 13250 DzIIPi.Io1ieM

22 1120D GccploNal L* & Othor TehrT'nRn.

20 12130 Aqufcr Zoeu&Teinli

23 133D0 BOLch•lnAbandonmenVtCement Plo

20 103150 Rumrina

21 134D0 lUnderearnrfig

2 13450 MilI d Casing

27 1210D InsiaBSV0Qo

211 i300 6raoe Pick The WeR.

29 134100 sa I Annular Seal

AM PM 30 13650 IVeIrWakfilr8

AM PM.1.- 1 .-

14010

14100

IV.IIDioom Ent Air L4 andSwab <-_____________ 4.

AM PM

Futnish & lousE Task Pump a nd Dischnarge

-iAM PM 13 14151

AM PM

AM PM I

COMMdE•TS BBVEITS COTDTOflNS CH..ANGES • OTHER INFIFRMATION

31 16200 DLeOpme ntPumbis "

____ F14502 Test Purmping MbOoo ____

B& 14300 Dll6infuan, and OrhiIrIULk

37 19050 Of~sle dmniw~le al~ emo

Be 01100 %.pnlO~o _______

a9 19150 rA41g lrihAO 19550 er Ad.v'lk~s 51afndby * _

I .41 10 11hn For toL.trken To•rg

4? 100 3laugoOrder FtlvhIcl_

42 0000 iquipmn1 RIopakl

901 ampanaes,

90200 lob Slpevintendnlt

TOTAL HOURS

PAYROLL,~~~6.

-:ME lfp

LAYNE CHRISTENSEN COMPANY - LIllLLINU SHtFII HLEPUKI

Proposed Turkey Point Units 6 and 7

JOBS OE0 NAME 4 1.L-2011-388 Enclosure 3 Page 18 of 44

,O&W A/77 /I

,,,,- • ....


Crew Per Diem? Ownli. O [she TooalEmplyer. -Fu llarnie

_ _ n(ent XIJ Hours Hours hours

_ _ __ x JL.04P /1

MATER OLS USED TODAY

Q..n|KV Dowilpl bn

iŽ3~A~Mee f6ro, A

(Aid.

__ __ F~rL.I(~.

DeicrlpLlcn Unitl Status

Wovkina WK MOblZ00an ?a

Standby S O m Onmobi[on OM

EOwn kIs hIp 0$ AvaVl. in Yard AT

Downen Site J DN vaabklon JOb AV

TIME OF ACTIVITY BY ITEM It

From in Ckc*,Ouwe 4 ',lt0

AM PM

AM PM

AM PM IAM PM

AM PM

AM PM

_ AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PMAM PM

AM PM

"MR c00CadLablobevAclvt Hours

* 00 hlh Duration Job

2 1L100 OrtelM ob/Damob

3 11150 lob Preprmo-'u

4 11200 1 LyM~ol~n Meqr_

S DODS Ir.mnihng i -_Ovaerhead

6 004 1hop - Op. ahead

7 0007 alnfennc' -Overhead

1250 fralning -Job Charge able

171300 UtOeCn p

ED •1300 !! 5!!2AndWQI:

11 11400 msta40leeePai

132 1 'Ai 0 Suf'ace Casnlo

13 11500 Re1Iial Foarlwzq& DJIjPad14 11000 wresHo00riam

1 1100 teophyocal LsolinB & other TIV icr1a

16 121S0 AqudclZor Testing

mo lt20h0o e Abasdommnor

1050 frdur Ion We IMatz, a1lon

19 131000 iial Cenducetr PP

1310 rIpiOole

21 13200' GcophyPc31Lao~sns I Other TadUng

22 13250 AquflrZoaaeTeslnz

Z3 23300 Bor•xet Abandonmani1Ceaenl iuss _u

04 1350 SRcamr__g

is 12400 Uncder Romllis

20 13450 MA1CSH O B rSR

12 13500 Ini'Ual5cree -

29 13550 Grayel P.e0 The WZl

29 130 Instal AnnuLar Seal

0 136050 Wataer WolchlnB

31 14050 WeA Deve4opment Air kl3 and Swab

32 1100 Dispaul of Puds & Cuout 1s

4a 14100 porush & io rlo Ta t pump an d D6,djrror

34 Deve=pmawrriPumping

3S 14200 rstPumpiq

111 14000 D0s Ifetornr and Chlorrination

37 2505 o 0risite A•J•vues Mob/DOmob

as 00100 Shop

39 00150 Adnulnitapon

40 195S0 DOther AdMims Slondby

41 10604 iih hIn aro 17,v /OrCtonTo g ob

42 006S0 Chane Order/ Alvles

43 am 'quipmenl RepaJi's i

44 94710 D nabes

4S 0020 lob 5u pmlnnendent

LTHCh

TOTAL HOURS

OOMMENTS ýEVENTS- CON DTIONS - CHANGES-OIHEFA lNOAMATIOIN

1,6 J/ cI ,e 1kx4(-Aa Iz 4 Coeh,7

IIadaSw~ -- ~L~CMO1l002lg

Ql'ks .atra PAYROLL My* :' 1i.. Y 'liii1iut

wLI4 YIV" LU11[I3f IVV3IV LUlWVRJYV r " UNILLIIV,. Ziflf•fI K2DVIV I

FPL Proposed Turkey Point Units 6 and 71 uuk Nub. 52-043 idA 1 52-04i

I L-2011-388 Enclosure 3 Page 19 of 44

PERSONNEL EMPLOYED TODOAY

Crew EPer O-emO Onsia OTIItIa Tolo

-oe gpomen .) Hours Hours Hours

MATCEIAI• LISS D TO DAY

DATEE~

Doscr w lln Ulrt It Status

WorkIng WK j M1O•lvallom. M.

Standby s o D.rnomlIallan DM

Oownml•oe ID$ Avoiuhlo nYard AY

7 =wnone m-- AZvlbbocnJob AV

TPAE OF ACTr•JfY BY ITEM 0

From To Circle !o Ilemo

____ _ __ AM ?MAM PM

AM PM

A M FM

~AM PMi

I AM PM

, AM IM

AM PMiAM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM

AM PM _ _

AM PM

AM PM

DAILY ACCOUN')NG OFACTIVImS BY ITEM B

liemn I ¢g Code kalwrAtivity Hours

1 04000 Iori Duraton Job

2 1110) lslbteMob/Demob

3 1150 ob Prepa•ation

4 11200 alai Moeeltno

O 0005 rraining -v-orhear_

7 0007 iiaLtenance-COmlhead

" , 1250 fralng -job Chargeable

10 11350 .ilsJ.noud WiA.

11 11400 nslal Do•on Pad

13 11500 Iles1ll RodWay& OlA Pad

14 12050 05-1190 DII |__g

, 12100 ophyvlci LPRorMS F OLher Testing

16 12150 'quIlfoc zoo Teoling

1 ' 1"00 'fmrohi•Abandonment

'01 Podmur.lon Waell I, staOIio n

19 13200 Bsoiil"C("dudl0 Pipe

20 13110 lei pJoi Role

21 13200 leophyigcal Looilma &oOther Testing

2z 13250 %q9Lfcr 2co Testng

23 13300 loreho•o Abandonsmeoi/CemonLi Plugs

024 13350 learning

25 13400 IndorReamS8

26 134D0 lastalCastfln_- if' 13500 In.'ub cvoen

28 13500 GtvoP.k"lho.Wel

29 13000 InstalrAnnuli Seal

' " 13650 Water Wzlchiol8

11 14000 WaI Development lr Lrt nd Swa b

32 1.48100 posao FlIds & Cuttings

13 14150 Furnish8,Istall tOs Pup and l0'rchatge

34 04200 Devlopment Pumploi

as 24050 Felt Pumping

.3U 14300 OIfn, Ilion ane Ch0lo'lrnoe

30. 14000 fsItle Act~mits Mcb/Demet _______

308 19200 Shop

39 19150 Adrdl•lOlealion

40 195,0 0ihcr AcdillihtsSlandby

41 195.0D J1Oleg ror Lust/3O1len Toolon•

02 19GS " qonhano OrderA'tipi ..s

43 am~ lquipm ni Repair&

44 90170 Damrogos

45 90200 lib Superintndent

r Lnch -

TOPASXOURS$

IQPR d~'f

COMMEPJIS EVE91S-. CONDImONS -CHANGES - O16R INFO RMATION

. . . .-.:.' ., . ,; : . . . . .. ,:.

' ' .. , "'. . • ":. .... . .. , .i' " .. ,,.... . • , '. . . r. . . . . . . .. '" e

-1 - , 0 fl,.,o. - "rr, Silrl~iesS n= ... , , -,-' •Im_S. .le ,•. ..--.-.-.-.-.-.-. I

PAYROLL

LA YNE CHRISTENSEN COMPANY - UHILJNMI f5HIII XH&PUHI

CLENT FMProposed Turkey Point Units 6 and 7PaRk-At Isl :2 0 0 d 2 44-L-2011-388 Enclosure 3 Page 20 of 44


JOB 1/ 77/JOBS Dri LOCATION________ TVT__B___

DAILY ACCOUN4TING OF ACTIVJIIS By ITEM ItPERSONNEL EMPLOYED TODAY

Crew Pornlem?" Ornsil Oftsite Total

Assignment (K) Houra HOQV1 Hours

- e -, A1 ,_

!X~~ftlcvY-o Peat C~esatz- ~ 1'

MATLALS USE DTODAY

____ t% &e4s r'ieAtl

0DsTip4'0, Un it A Stalus

4 6

4-I -

4-c-

Workis WK IhNBo~sani MD

Sklmby So Demoblizntlon DM

DomnhShop DS AwusosblO(dOYrid AY

Down on Site ON Av1B-b4Cnlobs [-AVTME O FACTIVITY BY hIE M/

Faeo To ClicoInan IlemII 4 - 4

AM PM_____ 4AM PM

AM PM1 -6 4 - -

AM PM-I -I

AM PMI-~H- I

AM PM6 -6

AM PM-I.

AM PM

REmN CostCedo dauberAie"plty Hours

1 10000 vhor1Durat•OnJob

2..1100 IrDnseMolb/Demob

3 01150 lob Preparaton

4 20200 laIy Maotlng

; Bl" 0DO0S Ir.lrOR-Overaead_

6 DD00 Shoo-O-rherd

7 0007 Mapwranco - Overhead

a 11250 Fralnlng -Job Chargeable

9 1300 kilo Clean up

10 "13SO buluSoncdW al*s,

11 11400 Insal Dcorn Pad

L2 1240 Lo 1 Si•JrfSco CaoIng

13 J.1500 Instal Roadway& DdlPad

14 12010 rCst Hole Dtpriln

is 12100 SnophVsry I0t•rf&CnharTestno

16 12150 Aquiler Zone Tosllin

17 12200 r,orhole Aba ndonmen l.

18 13050 PrrdqJcdwn Wei Io,1:lall1n

19 1300D Instal Conductor Pipe

10 13150 D4rPL6 aOtHoe

Z0 13Z0O GIOplqs talLoOng&&I O& erTe0•"p

20 13250 Aqif erZane Testing23 13300 Borohere A'rbdoimfrd/lCmo an PlofS

25 13400 IUnder Reaumn5 '

26 13450 taso u Co sing

.zi 13500 14lt0I Screen

=0 13550 G-r1v. Pack The Well

29 13000 Imtal Annular ,Sel

30 13000 W,00rr Walchi_

3L 14030 We I Onelopmenl Api Lot and 5wzb

32 14100 L5spos$1o' Fis'd i& CutA'ont

311 14050 Fuornih & btui Test Pump rind D'scha(g _

34 14200 Dec•bp men% Pumping

35 14250 remT Pumping

36 1400 DO•llsfc tion aralS ariChodilrs

37 19050 Offsrlt ActlilUaO Mob/OomOIb

00 190000 ho~p__ I _

09 191S0 Administration

40 19S10 OtlhrActi,9la0 Standby

40- -- 1900 P4hnji P. r Lop/IboWrken To.e16i-

40 109GSO Ch;nge Order AclyIdjrI _ _

13 00000 Equipment Pepr•l

44 90070 DOamaes

S. 90200 lob, Sperln ndem!

Lunch

" _TOTAL HOURS

AM PM

AM PM

AM PM

_____~ ~~~ j_ _ AM PM _ _ _ _

AM PM4

A M PMI- FAM PM

6 4- 4AM IM

AM PM(----1-

AM PM

COMMENm -EVENl -CONTOrN - CHANGEOS • OTHERIWOBMATIIO

-,A,0 ... s W : L b ,.. . 4 & 7. b J .'r ..su, ~ e\'i,"r 64',,. YF, 71 -4"

l .tArM . ý v 4bz- to' , ! ., ' •r

4 ~-A1L)SAJ 002r,' 0CeO"3""°'"" PAYROLL 1IBI1 .

_ -ŽLi P ~roposLeTure-LointiJ t6VJV L7,IW-' 'lLIVJr i - -'F

Proposed Turkey Point Units 6 and 7 _ ________ I0u ~LUz71...... +

15-kiet• IMU, 52640VI' dll 6,26-4

•" • ./L-2011-388 Enclosure 3 Page 21 of 44JOBSITE NAME

(41$ • ...X1R D K1 r

'-4'- 1Z

PERSOONNEL EMPLOYED TODAYJh1~h=~4uIJhI~ irrIIa1~i~EIJtIbY&0(

OIP . - Irt w i JW1.......wb M-prillma s GMsM W0110 'r

MATEIEI.0USED TODAY

S• ccrfI~n

Dew~4Ioo UniIII hum N CostCade LaborAdksEP Hours" l 100~0 I111 D Duratio J ,ob

I__ 1130 -rii Mab/DeochI-1-'-----

21150 lob Prepauoln

C0B rro&ine - Overhead

6 1006 1iao0ve11"0id

7 6007 %nWenanco -Overhhad

S 11.2S0F0atinl -iob Chanreabhl _

:10 11300 *AAOtSwnd wU

WorkIn8 WX Mlblai6in Fm 12 10450 ' "sioluiSurface Casing

DM 13 115W kaIioadwa D.IlPad

Ocwn inoi 5W :131 AvatibklinYard I AV 14 12050 jOgL Hoae DMrRn

Docsnen Sle j Nm AvOaulfaEaorsob AV

TIMEOFACTTf Y6Y ITEMP

FPorn To CkreOno jurlo .I. I 6-

AM PM

I, ' -

AMo PM h _ __ _IAM PMAM PM______

Am PM

lAMPM

i , iel

-I- =A,,

AM PM

AM PM•L

AM PM

AM PMm+

AM PMa I-

AM PM- I 4 +

AM PM... . I -- i 1

AM PM_____ 1 -1+

AM PM

1210 , 6ceph20 CI lo lor TIIjrn&&_ _le__n_

16 02150 bqutcr Zon-rr-9'lo

17 12200 3*rolroloA abOandoon1

iA 13050 Prodvcln Wei Inuirlaolon2nta odlo Pipe

19 13210D Inorobconduciorlp10 13110 DOrDlfiloH0ie

G1 1320 Gw al LglkwL nS&OCerTooena

22 23250 Acqi IufZone TenIng

21 13200 OcrhnbC Abi•'Ufonenienmrncnt Plugs

24 13250 fCOIrnlflt

25 13400 ppde, Iearmgm_____26 12420 onslawc&$i4

It 13500 otakSc'ean

26 13520 lpk~vPlThowoi 1

3D 11660 IFOOArnular Sri

30 35 olr, Wrd rnw

32 14100 -saiol F luds Cuiffri

33 14000 unnSh &. lIoialrI-;E PUMP 0I0 DOIC11IOF

24 14100 leverhpworl PumipJn

05 142= ;•siPumping

26 14300 mlolrrealvnod Chlo rkaton3 27 lF 19050 1)10 Adevldm Mob/Demob

36 06100 fP39 10150 jdmldrolrtramn

40 295?5M 'lher AIlvimles c iand3by

41 19100 Wag fIr Losi/"c rmc ing

42 16510 *m•Ie Order Aedviios __

4qlirn enie epairs

94 0170 e__ ___

45 110200 ob Superbtendent

_______ sndGVRTOTAl. HOURS

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Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041 DATE

JOSITE NAME

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J(27JOBSITELOCATION

DAILY ACONIGOF ACAVITIES BY ITEM ItPERSONNEL EMPLOYED TODAY

Crew Employee- Full Name Per DiemI Onsite Offsite Total

Assignment (X) Hours Hsous Hours

MATER4eA L• USEDTODAY


Description Unit u Status

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3 11150 Job PmeparaUon


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a 11250 Training -Joh Chargeable

N 11300 Site Clean up

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Project: Florida Power & Light Company .0

Miami-Dade County, Florida EMIIIUExploratory Well EW-1

EW-1 Pad Monitoring Well Water Quality DataNortheast Pad Monitoring Well

(NE-EW PMW)


Date Time Water Elevation Conductance Chloride TDS Temperature Remarks(hours) (ft. btoc) (ft. NAVD 88) (umhos/cm) (mg/L) (mg/L) (degrees C)


4/29/2011 1157 10.68 -1.80 80,400 29,900 53,800 30.4

5/5/2011 1157 11.40 -2.52 81,400 27,500 52,350 31.2

5/11/2011 1309 11.00 -2.12 76,800 31,600 51,200 29.7

5/19/2011 0958 10.48 -1.60 72,600 35,600 51,200 29.5

5/26/2011 1050 10.76 -1.88 71,360 29,500 52,900 29.7

6/2/2011 1134 10.78 -1.90 71,700 29,000 55,700 29.66/9/2011 1128 10.61 -1.73 69,700 32,300 50,650 29.3

6/16/2011 0958 10.35 -1.47 69,300 33,000 53,450 29.56/23/2011 1028 10.41 -1.53 69,400 30,600 55,600 29.5

6/30/2011 0928 10.15 -1.27 70,300 27,600 51,950 29.2

7/8/2011 1210 9.00 -0.12 72,570 30,100 54,150 29.9

7/14/2011 1338 9.75 -0.87 76,400 27,200 54,550 29.97/21/2011 1039 9.35 -0.47 72,200 32.600 49,760 29.7

7/28/2011 1119 9.51 -0.63 71,600 30,200 54,250 29.7

8/4/2011 1249 9.70 -0.82 64,400 31,500 53,850 27.5

8/11/2011 1059 9.25 -0.37 73,900 29,500 57,150 29.6

8/18/2011 1039 9.45 -0.57 71,900 29,400 54,850 30.0

8/25/2011 1039 9.45 -0.57 69,800 31,300 55,550 29.7

9/1/2011 1109 9.15 -0.27 71.700 29,500 56,300 29.9






Project: Florida Power & Light Company .s ,.

Miami-Dade County, FloridaExploratorN Well EW-I

EW-1 Pad Monitoring Well Water Quality DataSoutheast Pad Monitoring Well

(SE-EW PMW)

Depth to Water SpecifictDate Time Water Elevation Conductance Chloride TDS Temperature Remarks


4/21/2011 1311 10.10 -1.51 81,600 30,200 57,800 29.9 Background Sampling4/29/2011 1349 10.40 -1.81 86,700 33,100 55A000 30.45/5/2011 1008 11.10 -2.51 83,000 29,500 54,700 29.9

5/11/2011 1228 10.65 -2.06 78,200 30,100 52,600 30.1

5/19/2011 1039 10.12 -1.53 75,200 30,000 51,100 29.85/26/2011 1235 10.47 -1.88 73,890 31,200 53,800 29.9

6/2/2011 1056 10.50 -1.91 74,200 29,400 57,400 29.66/9/2011 1210 10.32 -1.73 72,200 32,100 51,000 29.6

6/16/2011 1035 10.00 -1.41 71,300 32,200 54,000 29.8

6/23/2011 1109 10.10 -1.51 71,900 31,600 55,650 29.86/30/2011 1009 9.85 -1.26 72,800 27,600 53,050 29.57/8/2011 1138 9.12 -0.53 733150 29,800 54,450 29.9

7/14/2011 1414 9.48 -0.89 79,700 29,000 55,350 29.87/21/2011 1119 9.36 -0.77 74,100 34,000 54,100 30.0

7/28/2011 1229 9.55 -0.96 74,300 30,200 56,300 29.8

8/4/2011 1224 9.50 -0.91 72,700 31,500 53,000 27.78/11/2011 1209 9.37 -0.78 77,400 30,000 56,800 29.78/18/2011 1149 9.45 -0.86 74,100 30,100 55,500 30.08/25/2011 1149 9.38 -0.79 73,300 31,200 57,450 29.6

9/1/2011 1224 9.10 -0.51 72,700 30,700 57,300 29.8



mg/L: milligrams per liter



Project: Florida Power & Light Company Y

Miami-Dade County, FloridaExploratory Well EW-I


(NW-EW PMW)



(hours) (ft. btocl (ft. NAVD 88)1 (umhos/cm) (mg/LL) mgL) (degrees C)


4/29/2011 1120 10.65 -1.81 86,300 33,700 56,400 30.0

5/5/2011 1051 11.40 -2.56 87,400 31,300 57,650 31.1

5/11/2011 1034 12.40 -3.56 79,100 33,500 55,650 30.4

5/19/2011 1113 13.90 -5.06 80,000 36,000 53,700 30.4

5/26/2011 1125 10.73 -1.89 75,130 32,300 55,450 30.4

6/2/2011 1215 10.75 -1.91 75,900 30,700 59,500 30.36/9/2011 1248 10.60 -1.76 72,500 32,200 51,950 29.9

6/16/2011 1118 10.25 -1.41 72,500 31,500 54,550 30.0

6/23/2011 1143 10.37 -1.53 73,300 31,600 57,750 30.36/30/2011 1049 10.10 -1.26 75,700 27,400 54,300 30.07/8/2011 1112 9.38 -0.54 74,100 30,700 53,950 30.3

7/14/2011 1524 9.75 -0.91 79,900 27,600 56,350 30.3

7/21/2011 1226 9.60 -0.76 76,200 32,600 54,500 29.7

7/28/2011 1154 9.80 -0.96 74,900 32,200 57,050 30.5

8/4/2011 1317 9.85 -1.01 78,000 30,500 59,300 28.78/11/2011 1134 9.61 -0.77 77,600 31,100 58,150 30.4

8/18/2011 1114 9.68 -0.84 73,100 30,000 55.350 30.6

8/25/2011 1114 9.61 -0.77 72.300 31,800 56.950 30.0

9/1/2011 1149 9.33 -0.49 71.900 29.300 56,000 30.4



umhos/cm: micromhos per centimeter




Project: Florida Power & Light Company vMiami-Dade County, Florida -Exploratory Well EW-1

EW-I Pad Monitoring Well Water Quality DataSouthwest Pad Monitoring Well

(SW-EW PMW)


(hours) (ft. btoc) (ft. NAVD 88) (umhos/cm) (mg/l) (mg/L) (degrees C)

4/21/2011 1414 10.50 -1.62 72,500 26,400 51,500 30.6 Background Sampling4/29/2011 1025 10.60 -1.72 77,400 28,300 51,600 29.85/5/2011 0930 11.85 -2.97 75,200 29.000 49,400 28.7

5/11/2011 1124 16.40 -7.52 78,100 28,300 51,050 31.65/19/2011 1202 15.95 -7.07 73,100 29.700 48,450 32.65/26/2011 1155 11.20 -2.32 66,630 27,800 48,350 29.46/2/2011 1035 11.25 -2.37 68,500 26,000 52,600 29.46/9/2011 1319 11.05 -2.17 65,400 26,300 44,150 29.5

6/16/2011 1154 10.75 -1.87 64,900 27,000 48,450 29.56/23/2011 1214 10.85 -1.97 65,500 30,400 50,800 29.66/30/2011 1119 10.60 -1.72 68,500 24,300 46,650 29.47/8/2011 1045 9.85 -0.97 64,950 25,600 47,650 29.6

7/14/2011 1445 10.22 -1.34 69,900 24,800 48,300 29.67/21/2011 1154 10.10 -1.22 67,800 27,400 47,900 29.67/28/2011 1259 10.26 -1.38 67,000 26,600 48,650 27.78/4/2011 1157 10.30 -1.42 68,420 25,600 51,350 27.5

8/11/2011 1243 9.21 -0.33 67,800 26,400 51,150 29.78/18/2011 1219 10.15 -1.27 66,300 25,400 47,500 29.88/25/2011 1219 10.31 -1.43 66,000 26,900 50,150 29.49/1/2011 1254 9.87 -0.99 65,400 25,700 49,450 29.8







Exploratory Well EW-1Core Summary

Length of

Core Length Core Percentage DateNumber Cored Interval Cored Recovered of Recovery Collected

(feet bpl) (feet) (feet)

1 1,721.5 1,734.5 13.0 3.3 25.4% 8/14/20112 2,026.0 - 2,040.0 14.0 12.0 85.7% 8/18/20113 2,110.0 - 2,124.0 14.0 2.0 14.3% 8/20/20114 2,288.3 - 2,302.3 14.0 13.0 92.9% 8/21/20115 2,396.0 - 2,410.0 14.0 6.1 43.6% 8/25/20116 2,576.0 - 2,578.0 2.0 0.9 45.8% 8/27/20117 2,580.0 - 2,590.0 10.0 0.8 8.0% 8/28/20118 2,638.0 2,652.0 14.0 8.5 60.7% 8/31/20119 2,652.0 - 2,666.0 14.0 5.2 37.1% 9/1/201110 2,666.0 - 2,679.0 13.0 12.4 95.4% 9/3/2011



Florida Power & Light , .Turkey Point ,--i



Core #: 9

Date Recovered: September 1, 2011





Dolomitic Limestone: very pale orange (10YR 8/2) to grayish orange (10 YR 7/4), fine grained,2,652.0 2,653.4 moderate to well indurated, few to some benthic foraminifera, shell fragments and molds, low to

moderate intergranualr porosity, low to moderate permeability.

Dolomitic Limestone: yellow gray (5Y 8/1 ), fine grained, poorly sorted, moderate to well indurated,2,653.4 2,654.8 few benthic foraminifera, few small vugs, thin darker bands (laminated), low intergranular

porosity, low permeability,.

Limestone: yellow gray (5Y 8/1), fine grained, chalky, burrows and vugs, low intergranular2,654.8 2,655.1 porosity, low permeability.

Dolomitic Limestone: yellow gray (5Y 8/1), fine grained, poorly sorted, moderate to well indurated,few benthic foraminifera, few small vugs, thin darker bands (laminated), low intergranular

2,655.1 2,656..5 porosity, low permeability,.

Dolomitic Limestone: very pale orange ( 10YR 8/2) to grayish orange (10 YR 7/4), fine grained,moderate to well indurated, some benthic foraminifera, shell fragments and molds, low to moderate

2,656.5 2,657.2 intergranualr porosity, low to moderate permeability.

1feet bpl = feet below pad level



Turkey Point



Core #: 10

Date Recovered: September 3,2011





Dolomitic Limestone: grayish orange (10 YR 7/4), fine grained, moderate to well indurated, some2,666.0 2,671.3 benthic foraminifera, shell fragments and molds, slightly vuggy, low to moderate intergranular

porosity, low to moderate permeability.

Limestone: yellowish gray (5Y 8/1) to very pale orange (10YR 8/2), fine to medium grained,2,671.3 2,677.6 moderate to well induration, slightly vuggy, benthic foraminifera, low to moderate intergranular

porosity, low permeability.

Limestone (Rubble): yellowish gray (5Y 8/1) to very pale orange (IOYR 8/2), fine to mediumgrained, moderately poor induration, benthic foraminifera, low to moderate intergranular porosity,

2,677.6 2,678.0 low permeability.

Limestone: yellowish gray (5Y 8/1) to very pale orange (IOYR 8/2), fine to medium grained,moderate to well induration, benthic foraminifera, low to moderate intergranular porosity, low

2,678.0 2,678.4 permeability.



Florida Power & Light Company AbLe f


Deviation Survey Summary


Date Depth Inclination Date Depth Inclination(feet bpi) (degrees) (feet bpi) (degrees)

5/13/2011 90 0.2 5/20/2011 90 0.55/14/2011 180 0.4 5/24/2011 180 0.46/3/2011 270 1 0.5 6/6/2011 270 0.05/29/2011 345 0.3 6/8/2011 360 0.15/29/2011 435 0.4 6/9/2011 450 0.25/30/2011 524 0.4 6/10/2011 540 0.35/30/2011 614 0.0 6/12/20 11 630 0.55/31/2011 704 0.2 6/14/2011 720 0.45/31/2011 794 0.3 6/15/2011 810 0.45/31/2011 884 0.3 6/16/2011 900 0.36/1/2011 974 0.5 6/18/2011 990 0.46/1/2011 1,064 0.5 7/23/2011 1,080 0.17/1/2011 1054 0.6 7/25/2011 1070 0.47/1/2011 1,244 0.3 7/26/20 11 1,260 0.57/1/2011 1,334 0.4 7/27/2011 1,350 0.27/2/2011 1,424 0.4 7/29/2011 1,440 0.37/2/2011 1,514 0.5 8/10/2011 1,530 0.57/3/2011 1,604 0.58/13/2011 1,664 0.18/15/2011 1,724 0.08/15/2011 1,784 0.18/16/2011 1,844 0.48/16/2011 1,904 0.48/17/2011 1,964 0.18/19/2011 2,024 0.38/19/2011 2,084 0.58/20/2011 2,144 0.28/20/2011 2,204 0.08/22/2011 2,264 0.08/25/2011 2,324 0.18/25/2011 2,384 0.18/26/2011 2,444 0.2 18/26/2011 2,504 0.08/29/2011 2,564 0.48/31/2011 2,624 0.3

1 0.49/4/2011 2,744 0.4


Florida Power & Light Company I


Deviation Survey Summary


Date Depth Inclination Date Depth Inclination

(feet bpl) (degrees) (feet bpl) (degrees)

9/4/2011 2,804 0.3

9/5/2011 2,864 0.4

9/5/2011 2,924 0.3

9/5/20111 2,984 0.4

9/6/2011 3,044 0.1

9/6/2011 3,104 0.5

9/7/2011 3,164 0.4

[bpl = below pad level





Dolomitic Limestone and Limestone: Dolomitic Limestone, 90%, grayish orange (IOYR7/4) to pale yellowish brown (1I0YR 6/2), fine grained, moderately well sorted, moderate

9/2/2011 2,650 2,660 to well induration, some dark banding (laminated), moderate intergranular porosity,moderate permeability; Limestone, 10%, yellowish gray (5Y 8/1). argillaceous, chalky,low to moderate induration, few vugs,. moderate porosity, low to moderate permeability.

Limestone: 90%, very pale orange (10 YR 8/2), fine grained, well indurated, abundantforaminifera, pelletal and fossil grains, moderate to good intergranular porosity, moderate

9/4/2011 2,660 2.670 permeability; Limestone, 5%, medium light gray (N6), micritic, low intergranularporosity, low permeability; Limestone 5/oyellowish gray (5Y 8/I), argillaceous, chalky,moderate induration, few vugs, low porosity, low permeability, nonfossiliferous.

Limestone: 1000% very pale orange (10 YR 8/2), fine grained, moderately indurated,9/4/2011 2,670 2,680 abundant foraminifera, pelletal and fossil grains, moderate to good intergranular porosity,

moderate permeability.Limestone and Dolomite: Limestone 750/%, yellowish gray (5Y 8/1). argillaceous, slightlychalky, few burrows and fossil molds, moderate induration, low intergranular porosity, lov

9/4/2011 2,680 2,690 permeability; Dolomite, 200/o, pale yellowish brown 10YR 6/2, fine grained, sucrosic, lowintergranular porosity; Limestone, 5%, very pale orange (10 YR 8/2), fine grained,moderately indurated, abundant foranminifera, fossil grains, moderate to good intergranularnnrnqitv_ mnderate nermeahilitvLimestone: 98%, very pale orange (10 YR 8/2), fine grained, poorly to moderately

9/4/2011 2,690 2,700 indurated, many foraminifera, pelletal and fossil grains, moderate to good intergranularporosity, moderate permeability; Limestone, 20/, medium light gray (N6), micritic. low

_ _ intergranular porosity, low permeability.Limestone: 98%. very pale orange (10 YR 8/2), fine grained, poorly to moderately

9/4/2011 2,700 2,710 indurated, many foraminifera, pelletal and fossil grains, moderate to good intergranularporosity, moderate permeability; Limestone, 2%, medium light gray (N6), micritic, lowinterp-ranular porosity. low permeability.Limestone: 98%, yellowish gray (5Y 8/1) to very pale orange (10 YR 8/2), fine grained,

9/4/2011 2,710 2,720 poorly to moderately indurated, many foraminifera, pelletal and fossil grains, moderate togood intergranular porosity, moderate permeability; Limestone, 2%, medium light gray(N6). micritic. low interaranular norosity. low nermeability.Limestone: 1000/% yellowish gray (5Y 8/1) to very pale orange (10 YR 8/2), fine grained,

9/4/2011 2,720 2,730 poorly to moderately indurated, many foraminifera, pelletal and fossil grains, moderate togood intergranular porosity, moderate permeability.Limestone: 98%, yellowish gray (5 Y 8/1), fine grained, moderately indurated, some

9/4/2011 2,730 2,740 foraminifera, pelletal and fossil grains, moderate intergranular porosity, moderatepermeability; Limestone, 2%, medium light gray (N6), micritic, low intergranular porosity,low permeability,Limestone: 100%, yellowish gray (5Y 8/1). fine grained, few burrows and fossil molds,moderate induration, low intergranular porosity. low permeability.

9/4/2011 2.750 2,760 Limestone: same as above.9/4/2011 2,760 2,770 Limestone: same as above.9/4/2011 2.770 2,780 Limestone: sanme as above.

Limestone: 1000/% yellowish gray (5Y 8/1) to very pale orange (IOYR 8/2), fine to9/4/2011 2,780 2,790 medium grained, poorly sorted, moderate induration, benthic foraminifera (Borelis), low

_intergranular and interparticle porosity, low permeability.9/4/2011 2,790 2,800 Limestone: same as above.

9/4/2011 2,800 2,805

Limestone and Dolomite: Limestone 80%, yellowish gray (5Y 8/1) to very pale orange(I OYR 8/2), fine to medium grained, poorly sorted, moderate induration, benthicforaminifera (Borelis), low intergranular porosity, low permeability; Dolomite, 209/6, lightuav (N7). fine crystalline. %vell indurated.


Florida Power & Light Company AM.ýo

Turkey Point


Depth (ft. bpl)

Date From To Observer's DescriptionLimestone: 100%, yellowish gray (5Y 8/I) to very pale orange (10YR 8/2), fine to

9/4/2011 2,805 2,810 medium grained, poorly sorted, poor to moderate induration, benthic foraminifera, lowintergranular and interparticle porosity, low permeability.Limestone and Dolomite: Limestone 90%, yellowish gray (5Y 8/1) to very pale orange(10YR 8/2), fine to medium grained, poorly sorted, moderate induration, benthic

9/4/2011 2,810 2,815 foraminifera (Borelis), low intergranular porosity, low permeability; Dolomite, 10%/, lightgray (N7) and medium gray (N6), fine crystalline, moderately well indurated, few small

9/4/2011 2,815 2,820 Limestone Sand: 1000/, yellowish gray (5Y 8/I) to very pale orange (lOYR 8/2), fine tomedium grained, poor to moderate induration, benthic foraminifera (Borelis).

9/4/2011 2,820 2,825 Limestone: 100%, yellowish gray (5Y 8/1) to very pale orange (IOYR 8/2), fine tomedium grained, poorly sorted, moderate induration. benthic foranminifera (Borelis).Limestone and Dolomite: Limestone 70%, yellowish gray (5Y 8/1) to very pale orange

9/4/2011 2,825 2,830 (10YR 8/2), fine to medium grained, poorly sorted, moderate induration, benthicforaminifera (Borelis), low intergranular porosity, low permeability; Dolomite, 30%, lightorav (N7) fine crystalline, well indurated, few small vues.

Limestone and Dolomite: Limestone 90%, yellowish gray (5Y 8/1) to very pale orange

9/4/2011 2,830 2,835 (10YR 8/2), fine to medium grained, poorly sorted, moderate induration., benthicforaminifera, low intergranular porosity, low permeability; Dolomite, 10%, light gray (N7)fine crystalline. well indurated, few small vuas.

9/4/2011 2,835 2,840 Limestone and Dolomite: sanme as above.

Limestone and Dolomite: Limestone 80%., yellowish gray (5Y 8/1) to very pale orange

9/4/2011 2,840 2,845 (10YR 8/2), fine to medium grained, poorly, low to moderate induration, benthicforaminifera, low intergranular porosity, low permeability; Dolomite, 209/0, light gray (N7)and medium gray (N6), fine crystalline, moderately well indurated, few small vugs.

Limestone: 100%/', very pale orange (I OYR 8/2) to grayish orange (IOYR 7/4), fine to9/4/2011 2,845 2,850 medium grained, poorly sorted, moderate induration, benthic foraminifera, low

intergranular porosity, low permeability.9/4/2011 2,850 2,855 Limestone: same as above.9/4/2011 2,855 2,860 Limestone: same as above.9/4/2011 2.860 2,865 Limestone: same as above.

Limestone: 100%0, very pale orange (IOYR 8/2) to grayish orange (IOYR 7/4), fine9/4/2011 2,865 2,870 grained, %vell sorted, moderate induration, ooids and some benthic foraminifera, shell

material, low to moderate interaranular porosity, low permeability.9/4/2011 2,870 2,875 Limestone: same as above.

Limestone and Dolomite: Limestone, 90%, yellowish gray (5Y 8/1), fine grained,moderately indurated, ooids and some benthic foraminifera, shell material, low to

9/5/2011 2,875 2,880 moderate intergranular porosity, low permeability; Dolomite 100/, medium dark gray (N4),fine grained, moderately indurated, ooids and some benthic foraminifera, shell material,low to moderate interaranular norosity. low permeability.

9/5/2011 2,880 2,885 Limestone and Dolomite: same as above.Limestone and Dolomite: Limestone: 90%, yellowish gray (5Y 8/1), fine grained,moderately indurated, ooids and some benthic foraminifera, shell material, low to

9/5/20111 2,885 2,890 moderate intergranular porosity, low permeability; Dolomite, 10°/0, light gray (N7), finegrained, moderately indurated, ooids and some benthic foraminifera, shell material, low to

_moderate inter'ranular norositv low nermeabilitv.

9/5/2011 2.890 2,895

Limestone and Dolomite: Limestone: 90%. yellowish gray (5Y 8/1), fine grained,moderately indurated. ooids and some benthic foranminifera, shell material, low tomoderate intergranular porosity, low permeability; Dolomite, 10%, light gray (N7) tomedium gray (N4), fine grained, moderately indurated, ooids and some benthicfrfinginifer g hell material Inw tn inoderat, intermrrnillar nnrnitv Inw nenrenhilitv

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Paqe 39 of 44

Florida Power & Light Company AsoY



Limestone and Dolomite: Limestone: 90%, yellowish gray (5Y 8/1), fine grained.,moderately indurated, ooids and some benthic foraminifera, shell material, low to

9/5/2011 2,895 2,900 moderate intergranular porosity, low permeability, Dolomite, 10%, light gray (N7) tograyish black (N2), fine grained, moderately indurated, ooids and some benthicforaminifera, shell material, low to moderate intergranular porosity, low permeability.Dolomitic Limestone and Dolomite: Dolomitic Limestone: 95%, grayish orange (10YR7/4), fine grained, moderately indurated, ooids and some benthic foraminifera, shell

9/5/2011 2,900 2,905 material, low to moderate intergranular porosity, low permeability; Dolomite, 5%/o, mediumgray (N5), fine grained., moderately indurated, ooids and some benthic foraminifera, shellmaterial, low to moderate interaranular porosity. low nermeability.Dolomitic Limestone: 100%, grayish orange (10YR 7/4) and pale yellow brown (10YR

9/5/2011 2,905 2,910 4/2), fine grained, moderate to well indurated, ooids and some benthic foraminifera, shellmaterial, low to moderate intergranular porosity, low permeability.

9/5/2011 2,910 2,915 Dolomitic Limestone, same as above.Dolomitic Limestone and Dolomite: Dolomitic Limestone: 95%, grayish orange (IOYR7/4), fine grained, moderately indurated, ooids and some benthic foraminifera, shell

9/5/2011 2,915 2,920 material, low to moderate intergranular porosity, low permeability; Dolomite, 5%0. mediumgray (NM), fine grained, moderately indurated, ooids and some benthic foranminifera, shellmaterial, low to moderate intergranular porosity, low permeability.

9/5/2011 2,920 2,925 Dolomite: 100%, light gray (N7) to grayish black (N2), fine grained, moderately indurated.ooids, shell material, low to moderate intergranular porosity, low permeability.

Dolomitic Limestone and Dolomite: Dolomitic Limestone: 95%, grayish orange (I OYR7/4), fine grained, moderately indurated, ooids and some benthic foraminifera, shell

9/5/2011 2,925 2,930 material, low to moderate intergranular porosity, low permeability; Dolomite, 5%, mediumgray (N5) to medium dark gray (N4), fine grained, moderately indurated, ooids and somebenthic foraminifera, shell material, low to moderate intergranular porosity, lownermeability

9/5/2011 2,930 2,935 Dolomite and Limestone: same as above.Dolomitic Limestone: 100%, very pale orange (10YR 8/2) to grayish orange (I10YR 7/4),

9/5/2011 2,935 2,940 and medium gray (N5), fime grained, moderate to well indurated, some benthicforanminifera, low to moderate intergranular porosity, low permeability.

9/5/2011 2,940 2,945 Dolomitic Limestone: same as above.

Dolomitic Limestone: 100%/o, grayish orange (IOYR 7/4), fine grained to crystalline,9/5/2011 2,945 2,950 moderate induration, ooids and some benthic foraminifera, low to moderate intergranular

porosity, low permeability; Dolomite, trace, grayish orange (I OYR 7/4), crystalline., vuggy.

9/5/2011 2,950 2,955 Dolomitic Limestone: same as above.

9/5/2011 2,955 2,960 Dolomite: 100%/o, pale yellowish brown (IOYR 6/2), grayish orange (IOYR 7/4) and lightgray (N7). crystalline, vuggy.Dolomitic Limestone: 100%o, yellowish gray (5Y 7/2), fine grained, moderately well

9/5/2011 2,960 2,965 sorted, moderate induration, benthic foraminifera, moderate intergranular porosity, low tomoderate penneability.Dolomite and Limestone: Dolomite, 60%., pale yellowish brown (IOYR 6/2) and light gray

9/5/2011 2,965 2,970 (N7), crystalline, vuggy; Limestone, 40%, very pale orange (10YR 8/2) to grayish orange(10YR 7/4), fine grained, poorly indurated, poorly sorted, benthic foranminifera, low tomoderate interaranular porosity. low permeability.

9/5/2011 2,970 2,975

Dolomite and Limestone: Dolomite, 50%, pale yellowish brown (IOYR 6/2) and light gray(N7), crystalline, vuggy; Limestone, 50%0/, very pale orange (1 OYR 8/2) to grayish orange(IOYR 7/4), fine grained, poorly indurated, poorly sorted, benthic foraminifera, low tomoderate interaranular oorosity, low permeability.

Proposed Turkey Point Units 6 and 7Docket Nos. 52-040 and 52-041L-2011-388 Enclosure 3 Paqe 40 of 44

[RJ[Ml~q Florida Power & Light Company As Y

Turkey PointExploratory Well EW-!Lithologic Description


Dolomitic Limestone and Dolomite: Dolomitic Limestone, 800/0, very pale orange (I 0YR

9/5/2011 2,975 2,980 8/2) to grayish orange (IOYR 7/4), fine grained, moderate induration, moderately wellsorted, benthic forarninifera, low intergranular porosity, lowv permeability; Dolomite, 20%,pale yellowish brown (1 OYR 6/2) and light gray (N7), crystalline, vuggy.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 509/1, very pale orange (I 0YR

9/5/2011 2,980 2,985 8/2) to grayish orange (I OYR 7/4), fine grained, moderate induration, moderately wellsorted, benthic foraminifera, low intergranular porosity, low permeability; Dolomite, 50%,pale yellowish brown (IOYR 6/2) and light gray (N7), crystalline, vuggy.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 800/0, very pale orange (10YR

9/5/2011 2,985 2,990 8/2) to grayish orange (IOYR 7/4), fine grained, moderate induration, moderately wellsorted, benthic foraminifera, low intergranular porosity, low permeability; Dolomite, 20%,pale yellowish brown (10YR 6/2) and light gray (N7), crystalline, vuggy.

Limestone: 100%/, very pale orange (IOYR 8/2) to white (N9), very fine grained, moderate9/5/2011 2,990 2,995 induration, moderately well sorted, benthic foraminifera, low intergranular porosity, low

_permeability.

9/5/2011 2,995 3,000 Limestone: same as above.9/5/2011 3.000 3,005 Limestone: same as above.9/5/2011 3,005 3,010 Limestone: same as above.9/5/2011 3,010 3,015 Limestone: sanme as above.

Dolomite and Limestone: Dolomite, 95%, medium light gray (N6), and pale yellowishbrown (10YR 6/2) to dark yellowish brown (10YR 4/2), fine crystalline, some sucrosic,

9/5/2011 3,015 3,020 slightly vuggy; Limestone. 50/0, very pale orange (10YR 8/2) to white (N9), very finegrained, moderate induration, moderately well sorted, benthic foraminifera, low

I intergranular norositv, low nermeabilitv.

9/6/2011 3,020 3,025 Dolomite: 1000/, medium gray (N5) to grayish black (N2), fine crystalline, some sucrosic,low intergranular porosity, low permeability.

Dolomite and Limestone: Limestone, 90%, yellowish gray 5Y 7/2, fine grained, ooids,9/6/2011 3,025 3,030 well indurated, well sorted, low intergranular porosity, low permeability; Dolomite, 100/%,

dark gray (N3), fine crystalline, sucrosic, low intergranular porosity, low permeability.

9/6/2011 3,030 3,035 Dolomite: 100%/0, Light olive gray (5Y 6/1) to medium gray (N5), fine crystalline, sucrosic,low intergranular porosity, low permeability.Dolomite and Limestone: Dolomite, 90%, Light olive gray (5Y 6/1) to medium gray (N5),

9/6/2011 3,035 3,040 fine crystalline, some sucrosic, low intergranular porosity, low permeability; Limestone,10%, yellowish gray 5Y 7/2, fine grained, ooids, well indurated, well sorted, lowinterpranular oorosity, low oermeabilitv.Limestone and Dolomite: Limestone, 60%, yellowish gray 5Y 7/2, fine grained, ooids, fewbenthic foranminifera, moderately indurated, well sorted, low intergranular porosity, lowpermeability; Dolomite, 40%, Light olive gray (5Y 6/1) to medium gray (N5), finecrystalline, some sucrosic, low intergranular porosity, low permeability.Limestone: 100%, yellowish gray 5Y 7/2, fine grained, ooids, few benthic foraminifera,

9/6/2011 3,045 3,050 moderately indurated, well sorted, low intergranular porosity, low permeability; Tracedolomite, light olive gray (5Y 6/1) to medium gray (N5), fine crystalline, some sucrosic,low interf-anular forositv, low oermeabilitv.

9/6/2011 3.050 3,055

Limestone: 100%, yellowish gray 5Y 7/2 to light olive gray 5Y 6/1, fine grained, fewfossil grains, poorly to moderately indurated, low intergranular porosity, low pemieability;Trace dolomite, medium gray (NM), fine crystalline, some sucrosic, low intergranularporosity. low Permeability.



Exploratory Well EW-ILithologic Description

Depth (ft. bpl)


Dolomite and Limestone: Dolomite, 70%/0, medium gray (N5) to medium dark gray (N4),fire crystalline, moderately to well indurated, some sucrosic, low intergranular porosity,low permeability; Limestone: 30%, yellowish gray 5Y 8/1, fine grained, few fossil grains,

poorly to moderately indurated, low intergranular porosity, low permeability.

9/6/2011 3,060 3,065 Dolomite and Limestone: same as above.Dolomite and Limestone: Dolomite, 60%, medium light gray (N6) to medium dark gray(N4), fine crystalline, moderately indurated, some sucrosic, few phosphate grains, low

9/6/2011 3,065 3,070 intergranular porosity, low permeability; Limestone, 40%, yellowish gray (5Y 8/1), finegrained, few fossil grains, poorly to moderately indurated, low intergranular porosity, low_ermeabilitv,

Dolomite: 1001/o, light olive gray (5Y 6/I) to dark gray (N3), fine crystalline, moderatelyto well indurated, sucrosic, low intergranular porosity, low permeability.

9/6/2011 3 075 3,080 Dolomite: same as above.9/6/2011 3,080 3,085 Dolomite: same as above.

Dolomite: 100%, light olive gray (5Y 6/I), dark yellowish brown (10YR 4/2), and medium9/6/2011 3,085 3,090 gray (N5), fine crystalline, poor to moderately well indurated, low porosity, low

permeability.Dolomite: 100%, dark yellowish brown (I OYR 4/2), and medium gray (N5), fine

9/6/2011 3,090 3,095 crystalline, moderately well indurated, slightly vuggy, low to moderate porosity, lowpermeability.

9/6/2011 3,095 3,100 Dolomite: same as above.Dolomite and Dolomitic Limestone: Dolomite, 80%0 medium dark gray (N4), finecrystalline, moderately well indurated, slightly, low porosity, low permeability; Dolomitic

9/6/2011 3,100 3,105 Limestone, 20%, pale yellowish brown (IOYR 6/2) to grayish orange (IOYR 7/4), veryfine grained, slightly fossiliferous, poor to moderate induration, low porosity, lownermeabilitv.

Dolomite and Dolomitic Limestone: Dolomite, 95%, medium dark gray (N4), fine

9/6/2011 3,105 3,110 crystalline, moderately well indurated, low porosity, low permeability; DolomiticLimestone, 5%, pale yellowish brown (IOYR 6/2) to grayish orange (IOYR 7/4), very finegrained, slightly fossiliferous, poor to moderate induration, low porosity, low permeability.

Dolomitic Limestone and Dolomite: Dolomitic Limestone, 90°/o. pale yellowish brown

9/6/2011 3,110 3,115 (1OYR 6/2) to grayish orange (IOYR 7/4), very fine grained, slightly fossiliferous, poor tomoderate induration, low porosity, low permeability; Dolomite, 10/%, medium dark gray(N4). fine crystalline, moderately well indurated, low porosity, low permeability.Dolomitic Limestone, 1000/, pale yellowish brown (10YR 6/2) to grayish orange (10YR

9/6/2011 3,115 3,120 7/4), very fine grained, slightly fossiliferous, poor to moderate induration, low porosity,low permeability.Dolomitic Limestone and Dolomite: Dolomitic Limestone, 50%o, pale yellowish brown(10YR 6/2) to grayish orange (10YR 7/4), very fine grained, slightly fossiliferous, poor to

9/6/2011 3,120 3,125 moderate induration, low porosity, low permeability; Dolomite, 50%, medium gray (N5),fine crystalline, some sucrosic, moderately well indurated, slightly vuggy, low porosity,low nermeabilityv

9/6/2011 3,125 3,130

Dolomite and Dolomitic Limestone: Dolomite, 80%, medium dark gray (N4) medium lightgray (N6), fine crystalline, moderately well indurated, low porosity, low permeability;Dolomitic Limestone, 20%, pale yellowish brown (10YR 6/2) to grayish orange (10YR7/4), very fine grained, slightly fossiliferous, poor to moderate induration, low porosity,low nermeability


Florida Power & Light Company AMSsC f

Turkey PointExploratory Well EW-ILithologic Description


Dolomite and Dolomitic Limestone: Dolomite, 95%, medium dark gray (N4) medium lightgray (N6). fine crystalline, moderately well indurated, low porosity, low permeability;

9/6/2011 3,130 3,135 Dolomitic Limestone, 5%, pale yellowish brown (IOYR 6/2) to grayish orange (IOYR7/4), very fine grained, slightly fossiliferous, poor to moderate induration, low porosity,low nermeahility.Dolomite: 100%/0, light gray (N7), fine crystalline, well indurated, low porosity, low9/6/2011 3,135 3,140 'emaiiypermeability.

Limestone: 100%, yellowish gray (5Y 8/1) to white (N9), very fine grained, chalky,9/6/2011 3,140 3,145 calcareous, moderately well indurated, some vuggy, low to moderate porosity, low to

moderate permeability.9/6/2011 3.145 3,150 Limestone: same as above.9/6/2011 3,150 3,155 Limestone: same as above.9/6/2011 3,155 3,160 Limestone: same as above.9/6/2011 3,160 3,165 Limestone: sanme as above.9/6/2011 3,165 3,170 Limestone: same as above.9/6/2011 3.170 3,175 Limestone: same as above.9/6/2011 3.175 3,180 Limestone: sanme as above.

Dolomite and Limestone: Dolomite, 70%, medium dark gray (N4) medium light gray (N6),

9/6/2011 3,180 3,185 fine crystalline, moderately well indurated, slightly vuggy; Limestone, 30%, yellowishgray (5Y 8/1) to white (N9), very fine grained, chalky, calcareous, moderately wellindurated, some vuggy, low to moderate porosity, low to moderate permeability.

Limestone: 100%, yellowish gray (5Y 8/1) to white (N9), very fine grained, chalky,9/6/2011 3,185 3,190 calcareous, moderately well indurated, some vuggy, low to moderate porosity, low to

I _ moderate permeability.Limestone: 100%, yellowish gray (5Y 8/I), fine grained, ooids, few burrows and fossil

9/7/2011 3,190 3,195 molds, moderately to well indurated, low to moderate intergranular porosity, low tomoderate permeability; Trace Dolomite, medium light gray (N6) to medium gray (N5),

fine crystalline. moderately well indurated.Limestone: Limestone, 90%, yellowish gray (5Y 8/1) to white (N9), very fine grained,

9/7/2011 3,195 3,200 chalky, calcareous, poorly indurated, some vuggy, low to moderate porosity, low tomoderate permeability; Dolomite, 10%, medium light gray (N6), fine crystalline, wellindurated.

Ifl. bpl = feet below pad level






(mg/L) (mE/L)6/30/2011 1,100 1,228 610 61.3 0.04 0.557/1/2011 1,190 1,177 768 85.5 0.06 0.597/1/2011 1,255 1,167 776 97.3 0.03 0.567/1/2011 1,345 2,420 1,428 551 0.06 0.427/1/2011 1,435 2,900 1,736 640 0.08 0.447/2/2011 1,525 6,760 4,168 2,045 0.09 0.357/3/2011 1,615 5,660 3,548 1,670 0.08 0.458/13/2011 1,704 9,500 5,688 3,120 U 0.568/15/2011 1,794 14,670 9,260 5,010 U 0.578/16/2011 1,884 20,400 13,520 7,180 U 0.388/17/2011 1,974 25,190 16,910 9,160 U 0.228/19/2011 2,064 37,000 24,280 14,400 U 0.71(I)8/21/2011 2,154 30,000 18,525 11,000 U 0.328/21/2011 2,244 32,100 16,967 11,500 U 0.178/23/2011 2,334 60,100 40,400 26,000 U 0.448/25/2011 2,424 38,200 23,200 14,200 U 0.178/26/2011 2,514 39,130 26,867 14,200 U 0.188/29/2011 2,604 48,400 32,767 17,400 U 0.13

ft bpl = feet below pad levelumhos/cm - micromhos per centimetermg/L = milligrams per literI= Value is between MDL and PQL

U = undetectedNote: Pilot hole water quality may be influenced by salt used to control artesian head.



Exploratory Well EW-1Daily Kill Material Log


7/7/2011 1655 Bentonite /Barite 5697/8/2011 1655 Bentonite /Barite 6,0647/9/2011 1655 Bentonite /Barite 2,085

7/10/2011 1655 Bentonite /Barite 1,1377/11/2011 1655 Bentonite /Barite 9,4757/12/2011 1655 Bentonite /Barite 7597/13/2011 1655 Bentonite /Barite 4,5487/15/2011 1655 Bentonite /Barite 1,9257/16/2011 1655 Bentonite /Barite 2,2007/17/2011 1655 Bentonite /Barite 2847/18/2011 1655 Bentonite /Barite 2757/19/2011 1655 Bentonite /Barite 2757/31/2011 1542 Bentonite /Barite 18,9508/1/2011 1542 Bentonite /Barite 4,5488/2/2011 1542 Bentonite /Barite 2848/5/2011 1542 Bentonite /Barite 4,5488/6/2011 1542 Bentonite /Barite 2,274

8/10/2011 1542 Bentonite /Barite 6,4438/10/2011 1542 Salt 2,0008/13/2011 1722 Bentonite /Barite 6,2508/14/2011 1722 Bentonite /Barite 3798/17/2011 2026 Salt 2,0008/18/2011 2026 Bentonite /Barite 379 2,0008/19/2011 2110 Bentonite/Barite and Salt 570 2,0008/20/2011 2110 Bentonite /Barite and Salt 189 4,0008/21/2011 2288 Salt 6,0008/22/2011 2288 Salt 4,0008/24/2011 2396 Bentonite /Barite and Salt 379 2,0008/25/2011 2396 Salt 4,0008/26/2011 2576 Bentonite /Barite and Salt 379 2,0008/28/2011 2580 Bentonite /Barite and Salt 379 6,0008/30/2011 2638 Salt 4,0008/31/2011 2638 Bentonite /Barite/Salt 569 2,0009/1/2011 2652 Bentonite /Barite 3799/2/2011 2666 Salt 2,0009/3/2011 2666 Bentonite /Barite 569


proposed turkey point units 6 and 7, submittal of underground … · 2012-12-05 · proposed turkey...

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