View source for ML102030162

{{Adams
| number = ML102030162
| issue date = 12/31/2009
| title = Cooling Tower Blowdown Line Supplemental Groundwater Assessment Report, Shearon Harris Nuclear Power Plant
| author name = 
| author affiliation = Silar Services, Inc
| addressee name = 
| addressee affiliation = NRC/OIS, Progress Energy Carolinas, Inc
| docket = 05000400
| license number = 
| contact person = 
| case reference number = FOIA/PA-2010-0209
| document type = Report, Miscellaneous
| page count = 95
}}

=Text=
{{#Wiki_filter:COOLING TOWER BLOWDOWN LINE SUPPLEMENTAL GROUNDWATER ASSESSMENT REPORT SHEARON HARRIS NUCLEAR POWER PLANT NEW HILL, NORTH CAROLINA PREPARED FOR:
PROGRESS ENERGY CAROLINAS PREPARED BY:
ss.
SILAR SERVICES, INC.
983 BUTLER PIKE BLUE BELL, PA 19422 December 2009

Cooling Tower Blowdown Line ss .                                                        Supplemental ShearonGroundwater HarrisNuclear Assessment    Report Power Plant December 2009 TABLE OF CONTENTS I INTRODUCTION .............................................................................                       1-1 1.1  Purpose of R eport .......................................................................                  1-1 1.2  Project Background .....................................................................                    1-1 1.2.1  Project L ocation ...........................................................................      1-1 1.2.2  Project B ackground ......................................................................         1-1 1.3  Scope and Objectives ..................................................................                     1-3 1.4 Report Organization ...................................................................                      1-3 2 PHYSICAL CHARACTERISTICS OF THE STUDY AREA ..... 2-1 2.1  Surface Features ..........................................................................                 2-1 2 .2 G eology ...........................................    ............................................ 2-1 2.3  Groundwater Hydrology .............................................................                         2-2 3 ASSESSMENT ACTIVITIES AND FINDINGS ........................... 3-1 3.1  Assessment Activities .................................................................                     3-2 3.1.1  Groundwater Monitoring Well Installation ..................................                        3-2 3.1.2  Existing Monitoring Well Completion and Abandonment ..........                                     3-4 3.1.2  Monitoring Well Surveying and Mapping ...................................                          3-4 3.1.3  Groundwater Elevation Measurements ........................................                        3-5 3.2  Groundwater Analytical Results .................................................                            3-6 3.2.1  O ctober 2009 ................................................................................ 3-6 3.2.2  N ovem ber 2009 ............................................................................       3-7 3.3  Survey and Groundwater Elevation Data ...................................                                   3-8 4 

==SUMMARY==
AND CONCLUSIONS ................................................                                         4-1 4.1  Summary of Groundwater Conditions ........................................                                  4-1 TOC-1

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report SS.
Shearon HarrisNuclear Power Plant December 2009 4.2 C onclusions ................................................................................. 4-2 4.3 R ecom m endations .......................................................................         4-2 LIST OF FIGURES Figure 1     Site Location Map Figure 2     Site Layout Map Figure 3     Geologic Cross Section A-A' Figure 4     Geologic Cross Section B-B' Figure 5     Sample Results, October 2009 Figure 6     Sample Results, November 2009 LIST OF TABLES Table 1      Monitoring Well Construction Summary Table 2      Analytical Results Water Samples Table 3      Survey Data and Water Level Measurements Table 4      Survey Data and Water Level Elevations - MW- 1 through MW-9 LIST OF APPENDICES Appendix A   Boring Logs Appendix B   NCDENR Well Construction Records Appendix C   Sample Log Forms TOC-2

Cooling Tower Blowdown Line 88         .                                      Supplemental GroundwaterAssessment Report Shearon HarrisNuclear PowerPlant December 2009 1       INTRODUCTION 1.1     Purpose of Report Silar Services Incorporated (SSi) has prepared this Cooling Tower Blowdown Line (CTBL) Supplemental Groundwater Assessment Report to document the results of investigation activities performed along the CTBL at the Shearon Harris Nuclear Power Plant (SHNPP), located in New Hill, North Carolina. The purpose of this assessment is to further investigate the potential presence and extent of radiological materials in groundwater within the vicinity of the line with respect to the integrity of the line.
1.2     Project Background This section includes information on the location, description and history of the Site.
1.2.1  Project Location The Shearon Harris Nuclear Power Plant is located approximately 1.6-miles east of the Town of New Hill, North Carolina, and is situated on approximately 10,700 acres. The Site location is depicted on Figure 1.
The CTBL, which is buried several feet below the ground surface, runs for approximately 2 miles from the cooling tower south to the edge of Harris Lake and thence, approximately 2 additional miles to its discharge point beneath the lake. The CTBL is also depicted on Figure 1.
1.2.2  Project Background On December 15, 2008, Progress Energy personnel discovered the presence of water in Air Release System Manhole ARS#2. The manhole was investigated by purging the water from the manhole and evaluating conditions. It was observed that subsequent to purging the manhole dry, water continued to enter the bottom of the manhole through a 2-inch pipe designed to drain the manhole. A water sample was collected and analyzed 1-1

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear PowerPlant December 2009 for tritium. Tritium was detected at an approximate concentration of 800 picocuries per liter (pCi/L). Based on these observations, Progress Energy determined that additional evaluation was warranted.
Initial assessment activities were conducted at the Site from January 21, 2009 through March 4, 2009. An Assessment Report, issued on April 1, 2009, provided an analysis of groundwater conditions as determined through the installation of nine (9) monitoring wells installed within a limited study area along the length of the pipeline between ARS#1 and ARS#2.           This assessment identified tritium in groundwater in the immediate area of ARS#2 at concentrations up to 1,450 pCi/L.             Tritium was also identified at    1,060 pCi/L in a groundwater well located along the pipeline approximately 655 feet north of ARS#2 (approximately 460 feet south of ARS#1).
Tritium was also detected in groundwater at 372 pCi/L near ARS#1 and approximately 335 feet south of ARS#1 at 373pCi/L. The report also presented a fate and transport evaluation for tritium identified at ARS#2, estimating that groundwater flow was generally trending east-northeast from the vicinity of ARS#2 at a rate of 1.14 foot/day or 208 feet/year. Further evaluation of the pipeline and the surrounding groundwater was recommended as a result of these findings.
A pipeline inspection was performed in April 2009. Approximately 5,600 feet of the targeted 8,800 feet of pipeline were able to be accessed and manually inspected. The inspection revealed that the pipeline exhibits deformation, cracking and buckling throughout the entire length. One repair of note was successfully conducted at a leaking joint in the pipeline located approximately 200 feet south of ARS#2.
Additional leaks that were not amenable to repair were also identified.         SITNPP is currently planning pipeline replacement alternatives 1-2

Cooling Tower Blowdown Line s s .                                              Supplemental GroundwaterAssessment Report Shearon HarrisNuclearPower Plant December 2009 1.3      Scope and Objectives As a result of an evaluation of the abovementioned studies, the installation of seven (7) additional monitoring wells along the CTBL was approved.            The objectives of the installation of these wells include:
* Evaluate groundwater quality near locations along the pipeline that could not be manually inspected.
* Evaluate groundwater quality at locations identified during the inspection as likely points of leakage from the pipeline.
* Further characterize the hydrogeology and geology along the length of the pipeline.
* Provide groundwater monitoring and elevation measuring points along the length of the pipeline.
The scope of the assessment included the collection of data as close as reasonably possible to the Cooling Tower Blowdown Line while not compromising the integrity of the line.
1.4      Report Organization The organization and content of the remainder of this report are described below.
Section 2.0 - Physical Characteristics of the Study Area A description of the study area including surface features, geology and soils, surface water hydrology, and groundwater hydrology is provided in Section 3.
Section 3.0 - Investigation Activities and Findings A summary of the activities completed during planning and implementation of the assessment is provided. The methods, locations, and results of the sampling and analysis program are presented in detail.
1-3

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report SS.                                                 Shearon HarrisNuclearPower Plant December 2009 Section 4.0 - Summary and Conclusions A summary of the relevant environmental conditions to satisfy the objectives of the investigation is provided in Section 4.
1-4

Cooling Tower Blowdown Line s s .                                             Supplemental Groundwater Shearon          Assessment HarrisNuclear  PowerReport Plant December 2009 2       PHYSICAL CHARACTERISTICS OF THE STUDY AREA This section presents the physical characteristics of the Site including surface features, geology, surface water hydrology, and groundwater hydrology.
2.1     Surface Features The SHNPP is located approximately 1.6 miles east of the Town of New Hill, North Carolina. Access to the SHNPP is from Shearon Harris Road. The owner controlled area encompasses approximately 10,700 acres.
As previously discussed, the Cooling Tower Blowdown Line runs underground for approximately 2 miles from the Cooling Tower south to the edge of Harris Lake. The assessment area is on a peninsula which is surrounded by Harris Lake to the south, east, and west and bounded to the north by SHNPP. The most significant surface feature in the assessment area is the topographic low area/wetlands, situated along the blowdown line approximately midway between ARS#1 and ARS#2. There is an approximately 30-foot elevation change between ARS#1 and the topographic low to the south. In addition, a portion of Harris Lake is located east of manhole ARS#2.
The Site location is shown on Figure 1, and the Site Layout is depicted on Figure 2.
2.2      Geology Regional and site-specific geology have been extensively evaluated by others during the safety analyses for Unit 1 and more recently for proposed Units 2 and 3. These reports indicate that the plant is underlain by the Upper Triassic Age Newark Supergroup. The group is characterized by siltstone and sandstone with subordinate amounts of claystone and conglomerated and igneous diabase intrusions. Additional information on regional and local geology can be found in the Final Safety Analysis Report (FSAR).
Site-specific geology observed in the area of the blowdown line is consistent with the regional geology. Soil borings encountered a thin layer of unconsolidated material 2-1

Cooling Tower Blowdown Line s s .                                              Supplemental Groundwater Shearon          Assessment Harris Nuclear PowerReport Plant December 2009 (overburden), underlain by a reddish-brown weathered siltstone bedrock (regolith) underlain by reddish-brown siltstone. A site-specific interpretation of the geology in the area has been developed by using boring logs from the previous and current assessment activities and is presented in cross-sections on Figures 3 and 4.
2.3     Groundwater Hydrology Regional and site-specific groundwater hydrology have been extensively evaluated by others during the safety analyses for Unit 1 and more recently for proposed Units 2 and
: 3. These reports indicate that the groundwater hydrology within the plant area is relatively complex as a result of the influence of the main and auxiliary reservoirs and the nature of the parent rock. The previous groundwater studies have focused on the plant area, located to the north of this assessment area. The nearest previously existing monitoring well is MWA-12, which is located approximately 1,000 feet northeast of ARS#1.      Historic groundwater elevation at this location was approximately 235 ft.
MSL.
Two rounds of water level measurements were collected from the newly installed monitoring wells in October and November 2009 as discussed later in Section 3 of this report. The water level measurements collected in October 2009 and resulting elevations from both the newly installed monitoring wells and the existing monitoring wells are shown on the cross-sections presented as Figures 3 and 4.                 General observations regarding the assessment area groundwater are as follows:
* The water table aquifer is variable and is influenced by several factors including the the reservoirs (Harris Lake), topography and the slope of the bedrock.
* Shallow groundwater is influenced by the bedrock surface as shown in the cross-sections. Groundwater generally flows from to the south and east along the pipeline from the plant and is influenced by the finger of Harris Lake near monitoring well BDL-MW-9 and the Lake at BDL-MW- 16 and Drop Structure B.
2-2

Cooling Tower Blowdown Line
: 88.                                       Supplemental GroundwaterAssessment Report Shearon HarrisNuclearPower Plant December 2009
* The pipeline is below the water table for a significant length between BDL-MW-3 and ARS#4 and likely ARS#5.
 " A deeper flow zone is present in the bedrock as evidenced by the observed water levels in BDL-MW-7 and BDL-MW-14.
2-3

Objective 1.3a -                          Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report S         .                   well locations 1.3b- installation of               Shearon HarrisNuclear PowerPlant welIs                                                    December 2009 3     -  ASSESSMENT ACTIVITIESAND FINDINGS.3 The planning of the assessment activities included conference calls and meetings with Progress Energy representatives and appropriate plant personnel. A scope of work to complete the assessment objectives was prepared by SSi and submitted to Progress Energy on May 4, 2009. Based on a review of the previous studies and planning meetings with Progress Energy personnel, the scope of work was finalized to include the installation of seven (7) permanent monitoring wells along the pipeline and to add the installation of three monitoring wells located within the vicinity of the plant to provide additional groundwater monitoring points not specifically related to the CTBL.
It should be noted that two of the three wells installed at the plant area were installed in the general vicinity of the pipeline, and these results have been included in the pipeline assessment for that area.
The specifi objective 'of each~ well is as follows:
*InstalledWefll*                                           Rlationale)
I.nstalled
                    .BDL-MWP.       sou.th ofthe.fornmer  plant-related settling basin.
Installed approximately 500 feet south' 4 'ofARS#1 to evaluate and BDL-M:l I         monitor groundwater near a low point in the pipelinie that vwas not, visually inspected.
Itnsolled approximately 200 feet north of APM# to evaluate and&
BDL-MW1. 2       monitor                                near a leaking Jintf in ,the 'pipeline that groundwater quality dring
  ......             was            enepaired                      the pipeline ispection in April 2009.
Installed ,approximately 200 ft south of ARS#4. to evaluate
* and-BDL-MWI3         monitor groundwater quality near a portion of the pipeline that was;
                   ,not visually inspected. !
Installed approximately' 100 feet north ofl Drop Structure A to
  .BDL-MW1i4       :evaluate .and *monitor? groundwater quality. !near a portion of*the' pipeline' wlhere stress cracksand a' 15% deflection were noted..f, Installed approximatelyV'1,800 'feet south of ,Dro'p' Structure A to
  *BDMW 1"5:'-evalua                and monitor groundwater quality where stress, cracks and,
_deflections        were&noted.
:3-,1

Cooling Tower Blowdown Line s s .                                                 Supplemental Groundwater Shearon         Assessment HarrisNuclear     Report Power Plant December 2009 Installed approximately 200 feet north of Drop Strectre B2to evaluate d mongl ito groundwaterLqualityhwhere stress cracks and dcefleted its were noted.
GW-74o         Indstaed near thes plant', In the vicinitr       ofi a buried 3" radwaste wel. W7itruthat drains into thesCTBL.2iea e
GW-75d          Installed in th vicinity of the plnsteals of thendseurity building.
GW-76h          Installed within the protectled area of the plant.
Monitoring well installation was conducted from September 21, 2009 through October 2, 2009. Monitoring wells BDL-MWIO through BDL-MW16 were completed with above-ground protective casings and protective bollards were installed surrounding the wells. GW-74 through GW-76 were completed as flush mounts. These activities are described in detail below. The locations of the installed groundwater monitoring wells are shown g     on Figure 2.
The activities and findings are summarized in the following subsections. The analytical results are presented and, where concentrations of radiological materials were observed, the results are also presented on figures. Throughout this section, groundwater data are discussed with respect to the USEPA drinking water standard of 20,000 pCi/L.
3.1     Assessment Activities To accomplish the objectives of the assessment, several investigation activities were completed including: monitoring well installation, groundwater elevation measurements and groundwater sampling. The assessment methods and results are discussed in the following subsections.
3.1.1   Groundwater Monitoring Well Installation The primary objective of the monitoring well installation was to further evaluate subsurface conditions and establish a network of monitoring wells along the CTBL to evaluate geology, hydrogeology and groundwater quality. To accomplish this objective monitoring wells were installed using air rotary drilling methods at the locations 3-2

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclearPower Plant December 2009 illustrated on Figure 2. Cuttings were observed and boreholes were logged from cuttings. The screened interval for each monitoring well was selected to intersect the depth intervals where groundwater was observed. In cases where no groundwater was observed during drilling, the drilling was discontinued for a period and the open borehole was monitored for water infiltration. If no water infiltration was observed, the borehole was advanced further.
During the investigation, ten (10) groundwater monitoring wells were installed as shown on Figure 2.          The general monitoring well installation procedures are summarized below.
* The depth for each of the wells was selected based on presence and depth of groundwater at each well location.
* The boreholes were advanced using a 6-inch rotary-air hammer. In the vicinity of the plant, an air-knife was used to open the borehole prior to drilling to avoid utilities.
* With the exception of GW-76, based on the observations during drilling, fifteen (15) or twenty (20) feet of 2-inch-ID, Schedule 40 PVC, machine cut, well screen with 0.010-inch slot size was set at the bottom of each well. A sufficient length of 2-inch ID, Schedule 40 PVC riser pipe was coupled to the screen to allow the PVC riser pipe to extend a minimum of two feet above the ground surface. Well screens were fitted with a nominal 2-inch solid (unslotted) bottom sediment trap. GW-76 was installed with five feet of 0.010-inch screen due to the immediate presence of water.
* The annular space around the well screens was backfilled with clean uniform sand (filter pack sieve #2). The filter pack was placed from the bottom of the well to a minimum of 2 feet above the top of the well screen. A minimum 2-foot-thick bentonite seal was placed above the sand and allowed to hydrate.
         " Monitoring wells BDL-MW-10 through BDL-MW-16 were completed as stick-up wells, with lockable expansion plugs.
3-3

Cooling Tower Blowdown Line s s .                                            Supplemental Groundwater Shearon          Assessment Harris Nuclear PowerReport Plant December 2009
* Monitoring wells GW-74, GW-75, and GW-76 were completed as flush mounts, with lockable expansion plugs.
* A concrete pad was installed around each well, and protective bollards were installed around the well stick-ups.
* Boring logs were prepared for each monitoring well.
A summary of the monitoring well construction details is provided in Table 1 and depicted in the Boring/Well Construction Logs included in Appendix A. NCDENR Well Construction Records are included in Appendix B.
3.1.2   Existing Monitoring Well Completion and Abandonment During the field activities associated with the assessment, SSi reconstructed existing temporary monitoring wells to be permanent monitoring wells. Monitoring wells BDL-MW-1 through BDL-MW-3 and BDL-MW-5 through BDL-MW-9 were completed as stick-up wells by installing a locking protective outer casing and a concrete pad at ground surface. Protective bollards were also installed around the well stick-up.
Monitoring well BDL-MW-4 was abandoned.
3.1.2   Monitoring Well Surveying and Mapping The monitoring well casings and ground elevations were surveyed and certified by a North Carolina Registered Land Surveyor (Smith and Smith).               The survey was completed on October 20. Monitoring wells MW-i through MW-9 were resurveyed because the top of the wells were modified to allow for the installation of the protective outer casing.
A survey map was produced that includes scale, benchmarks, North arrow, and the locations of monitoring wells. The survey map provided the information required to produce a site base map for this Assessment Report.
3-4

Cooling Tower Blowdown Line s s .                                             Supplemental Groundwater Shearon        Assessment HarrisNuclear     Report Power Plant December 2009 3.1.3   Groundwater Elevation Measurements Groundwater elevation measurements were collected from the monitoring wells and used to provide data to interpret the potentiometric surface of the aquifer. Depth-to-water measurements were obtained from the ten monitoring wells prior to sampling on October 13 and November 9, 2009. Measurements were collected using a Solinst Level Indicator Probe capable of measuring depth to water within 0.01-foot accuracy.
3.1.3   Groundwater Sampling Groundwater samples were obtained from the monitoring wells in October and November 2009.      In addition, during the November sampling effort, a surface water sample was collected directly from Harris Lake at the shoreline near Drop Structure B (DS-B). Water samples were analyzed for tritium at Progress Energy's Harris Energy and Environmental Center Radiochemistry Laboratory to the same lower limit of detection as the NC Division of Radiation Protection (NCDRP) laboratory.
Prior to sampling, each monitoring well was purged in accordance with low-flow groundwater sampling procedures to assure collection of a representative groundwater sample. Groundwater purging and sampling was completed using a peristaltic pump (except as noted below), dedicated pump (flex) tubing, and dedicated down-hole polyethylene tubing at each monitoring well to eliminate the potential for cross-contamination between sampling points. Water quality measurements (temperature, conductivity, pH, and dissolved oxygen) were collected during the purging activities and recorded in the field logbook. Sample log forms are included as Appendix C. The procedure for monitoring well purging and sampling is generally as follows:
* The security cap was removed, and the depth to water in the well was determined with a water level meter. The depth to water was recorded in the field logbook.
* The dedicated down-hole tubing was lowered into the monitoring well, cut to the desired length, attached to the pre-cut flex tubing on the peristaltic pump, a 3-5

Cooling Tower Blowdown Line s s .                                             Supplemental GroundwaterAssessment Report Shearon HarrisNuclear PowerPlant December 2009 new section of poly tubing was inserted on the effluent side of the pump. The sample line was connected from the pump to the in-line water quality instrument (YSI MP556 with flow through cell), the effluent line from the flow-through cell was inserted into a purge water container to capture purge water, the peristaltic pump was started, and purging of groundwater at the well was commenced.
* An optimum low-flow pumping rate was established at each well to minimize drawdown. The groundwater quality parameters and depth to water were monitored and recorded at prescribed time intervals to determine when the water quality parameters had stabilized to within 10%.
* Following the stabilization of the groundwater quality parameters, groundwater samples were collected from the wells and delivered to the radiological analytical laboratory.
* Purge water was collected and transported to the designated disposal point.
It should be noted that for both the October and November sample rounds wells BDL-MW-14 and GW-74 were sampled using a dedicated disposable bailer.                During the October sampling event, low-flow sampling was attempted at both wells using a low-flow submersible pump; however, the wells produced a significant amount of silt and the pump failed.
3.2     Groundwater Analytical Results 3.2.1   October 2009 SSi collected groundwater samples from the newly installed monitoring wells (BDL-MW-10 though BDL-MW-16 and GW-74 through GW-76) on October 13-15, 2009.
All water samples from the wells (10 samples) were analyzed for tritium at the on-site radiological analytical laboratory. SHNPP personnel collected groundwater from the existing monitoring wells (BDL-MW-1 through BDL-MW-3 and BDL-MW-5 through 3-6

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear Power Plant December 2009 BDL-MW-9) on October 15, 2009.            Analytical results are summarized in Table 2.
Figure 5 depicts the analytical results for tritium in the water samples.
Tritium was detected in groundwater from one (1) of the ten (10) newly installed monitoring wells. The lower limit of detection (LLD) for the analyses ranged from 235 pCi/L to 241 pCi/L. Tritium was detected in the groundwater sample from BDL-MW-16 at 5,870 pCi/L. Tritium was also detected in five (5) of the existing CTBL monitoring wells (BDL-MW-2, BDL-MW-3, BDL-MW-5, BDL-MW-6 and BDL-MW-
: 7) at concentrations ranging from 326 pCi/L in BDL-MW-7 to 1,070 pCi/L in BDL-MW-5.
3.2.2   November 2009 SSi collected groundwater samples from the newly installed monitoring wells and a surface water sample from Harris Lake on November 9 and 10, 2009. All eleven (11) samples were analyzed for tritium at the on-site radiological analytical laboratory.
SHNPP personnel collected groundwater from the existing monitoring wells (BDL-MW-1 through BDL-MW-3 and BDL-MW-5 through BDL-MW-9) on November 23, 2009. Analytical results are summarized in Table 2. Figure 6 depicts the analytical results for tritium in the water samples.
Tritium was detected in groundwater from one (1) of the ten (10) newly installed monitoring wells sampled. The LLD ranged from 235 pCi/L to 241 pCi/L. Tritium was detected in the groundwater sample from BDL-MW-16 at 3,410 pCi/L. Tritium was detected in surface water sample from Harris Lake at 3,550 pCi/L. Tritium was also detected in five (5) of the existing CTBL monitoring wells (BDL-MW-2, BDL-MW-3, BDL-MW-5, BDL-MW-6 and BDL-MW-7) at concentrations ranging from 361 pCi/L in BDL-MW-6 to 1,180 pCi/L in BDL-MW-5.
Conclusions and recommendations are presented in Section 4.
3-7

Cooling Tower Blowdown Line s s .                                        Supplemental Groundwater Shearon         Assessment HarrisNuclear      Report Power Plant December 2009 3.3    Survey and Groundwater Elevation Data The monitoring well casings and ground elevations were surveyed and certified by a North Carolina Registered Land Surveyor (Smith and Smith). The survey was completed on October 20.
Survey data and groundwater elevation measurements for the newly installed monitoring wells are presented in Table 3. Survey data and groundwater elevation measurements (as measured by SHNPP personnel) for existing monitoring wells are presented in Table 4.
3-8

No                                                            Cooling Tower Blowdown Line S,    O     .                                       Supplemental GroundwaterAssessment Report Of                                                          Shearon HarrisNuclear Power Plant December 2009 4         

==SUMMARY==
AND CONCLUSIONS The Coogin- Tower Blowdown ine runs undergowind for apprximately 2 miles fromni the cooling tower siouth to the edge o!fHarris Lake. A total of ten (10) new groundwater oitoring wells were installed as pato hssoeo ok ee (7) of the locations are situated along thelength oof the pipeline located betweenthel plant andi DrptrctreB at Ha.ris ake. Of these seven (7 oainfu                       4 monitoring, wells were installed at locations where theApri 20099pipeline inspection had identified&
deet nteppln and leakage frmtepplnewscniee likely; and, hree, (3)montonngwels were instaledat ocations where inspection of the pipelinie could~
not be accomplished. *The remaining three (3) groundwater monito ringiwellsgwere, intald nthe vicinity of the plant to prvd diina rudae                  monitoringpoints, not directl relatey  *otethe pipeline; :however, two(2),of those                        were wthree.(3)wells.
installed in the ~general vicinity of the pipeline.
4.1       Summary of Groundwater Conditions Two rounds of groundwater samples were collected from the newly installed monitoring wells (10 samples) and the existing monitoring wells (8 samples) and one sample was obtained from Harris Lake during the second sampling round. All groundwater samples were submitted to the on-site radiological analytical laboratory for tritium analysis. Tritium results for the existing CTBL monitoring wells were consistent with those from the initial investigation in early 2009 and the ongoing monthly sampling effort. These results indicate the presence of a current and/or historic leak in the pipeline in the vicinity of ARS#2. Investigations. have demonstrated that this area is a low point in the pipeline where leaked water from the pipeline might accumulate. With respect to the newly installed monitoring wells, tritium was detected in the groundwater samples from BDL-MW-16 at 5,870 pCi/L (October 2009) and 3,410 pCi/L (November 2009). None of the groundwater samples from the other newly installed monitoring wells exhibited tritium above the LLD. Because MW-16 was installed less than 800 feet from Harris Lake, a sample was obtained from the lake 4-1

Cooling Tower Blowdown Line 88          .                                    Supplemental GroundwaterAssessment Report Shearon HarrisNuclearPower Plant December 2009 during the second sampling round conducted in November.             This sample exhibited tritium at 3,550 pCi/L.
Defects in the CTBL were identified in the vicinity of Drop Structure B during the April 2009 pipeline inspection and leakage from the pipeline may be a source of tritium impacts in this area; however, the similarity in results from this well and the lake imply a possible connection between the lake and shallow groundwater in the vicinity of Drop Structure B. As Harris Lake is manmade, it is possible that the lake discharges to groundwater in areas. Harris Lake elevations as recorded at the plant intake structure were provided by plant personnel for the time periods of both sampling rounds. These data indicate that the elevation of Harris Lake where measured was lower than the water table at MW- 16 for both sampling rounds.
4.2      Conclusions Based on the occurrence and distribution of tritium in the data presented above, it is concluded that groundwater in the vicinity of MW-16 has been impacted by tritium.
This may be a result of leakage from the CTBL defects previously identified or discharge from Harris Lake. Groundwater impacts previously identified in the local area between ARS#1 and ARS#2 identified in the April 2009 Groundwater Assessment Report persist. No other areas of tritium-impacted groundwater have been identified as a result of this scope of work.
4.3      Recommendations SSi recommends that the newly installed monitoring wells be added to the monthly sampling protocol as part of the site Groundwater Monitoring Program so that sufficient data can be accumulated to evaluate trends and seasonal effects.          In addition, an evaluation of the hydrologic connection between Harris Lake and shallow groundwater should be performed to determine if impacted lake water is migrating to and impacting groundwater in the vicinity of MW-16 or elsewhere.
4-2

ss.                   Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear Power Plant December 2009 FIGURES

N   Shearon Harris Nuclear Power Plant d91             New Hill, NC Quadrangle Location 0               2000         4000 Feet 4                 Figure 1 Site Location Map Source: U.S.G.S. Topographic Map (7.5 minute)       S  .
New Hill & Cokesbury, NC quadrangles-S           Silar Services Inc.

Shearon Harris Nuclear Power Plant New Hill, NC Figure 2 Site Layout Map Silar Services Inc.

CROSS SECTION LOCATION 100       0 50 100       200 (Scale in Feet)!
I 240                                                                                                   4k                  SDL-MV, SDI,-t                         '-B'Dt -M' W8Al 230                                                                                            ~-:
MANHOt          E~t-AIW
                                                                                     #fAA'52/
EqDL MW 220 210                                                                                                       -- 210 200                                                                                                          200 190                                                                                                    -     190 180                                                                                                     -    180 HORIZONTAL SCALE:   ,     ?   Feet LEGEND                                       VERTICAL SCALE:         l   Feet OVERBURDEN WEATHERED SILTS TONE              V  GROUNDWA TER ELEVATION October 2009    Shearon Harris Nuclear Power Plant SCREENED                                                             New Hill, NC 7 7    BEDROCK (REGOLITH)   IN TER VA L
                                             @   COOLING TOWER BLOWDOWN LINE J     SIL TS TONE BEDROCK Figure 3 Geologic Cross Section A-A'
                                                                                       ,*--. Silar Services Inc.

N                                                                                                       S                 CROSS SECTION LOCATION Bill B   -14_/4 ii*         S~~ CO   x          n                    -J              0*
0n a   m m       m    m      cac     <   <   <i   m0 260 -
240 -
_____LAKE
                                                                        ,V                                                                  a      /
220 -
A-A 200 -
NOTE:
APPROXIMATELY 3-4 FEET OF 180 -                                                                                                                UNCONSOLIDATED OVERBURDEN IS PRESENT THROUGHOUT THE AREA BUT
                                                                                      ....                           NOT SHOWN 160 -
HORIZONTAL SCALE: 9 --              1. 00 Feet A-V-VERTICAL SCALE:                      0Feet 140 -
LEGEND Shearon Harris Nuclear Power Plant WKEA THERED SIL TS TONE                                                                                                  New Hill, NC
         >. BEDROCK (REGOLITH)              SCREENED   V     GROUNDWA TER ELEVA 77ONOctober 2009 INTERVAL                                                                                   Figure 4 SIL TSTONE BEDROCK Geologic Cross Section B-B'
                                                                                                                          &sect;,5      Silar Services Inc.

NOTES:
A/B - DENOTES DUPLICATE SAMPLE GW-75 4LLD                       LLD - LOWER LIMIT OF DETECTION TRITIUM RESULTS - pCi/Liter GW-76 4LLD    *GW-74
              'LLD BDL0-MW-I BDL-MW-10      '110
&#xfd;LLD BDL-MW-2 601L-MW-I I  529
   <aD          BDL-MW-3 588 BDL-MW-9
              <LD ODt.-MW-8 BDL-MW-6   EDL-NMW-7 473        326
            .B01-MW-6 1070 BDL-MW.12
              <LD BDI-MW-13
             'LD BDL-MW-14  IWS1)
LLD/<LLD BOL-MW-t5
                <LLD BDL-MW-16      Shearon Harris Nuclear Power Plant 5870                       New Hill, NC Figure 5 Sample Results October 2009 IISi-       Silar Services Inc.

GW-75
-LLD                              NOTES:
NB - DENOTES DUPLICATE SAMPLE GW-74 GW-76        -LLD             LLD - LOWER LIMIT OF DETECTION
   <LLD TRITIUM RESULTS - pCi/Liter 8DA-MW-10
 <LLD BDL-MW-I 403 BDL-MW-2 BDL4l-11      679
 <LLD 0DL-MW-3 814 BDL-MW-9
              -LLD BDL-MW-8
             <LLD BDL-MW-6   BDL-MW-7 361        462 BDL-MW-5 1180 BDL-MW-12
            -LLD BDL-MW-13 BDL.-MW-14 (A/B)
LLDI<LLD BDL-MW-15
             <LLD BDL-MW-16 3410 LAKE DS-8 3550 Shearon Harris Nuclear Power Plant New Hill, NC Figure 6 Sample Results November 2009 IlsS"d      Silar Services Inc.

ss.
LcX&#xfd; Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear Power Plant December 2009 TABLES

Cooling Tower Blowdown Line ss.                                                                                      Supplemental GroundwaterAssessment Report Shearon HarrisNuclear Power Plant December 2009 Table 1 Monitoring Well Construction Summary Cooling Tower Blowdown Line Assessment Shearon Harris Nuclear Power Plant, New Hill, North Carolina Annular Fill Material Ground Surface      Screen     Sand Interval Seal Interval   Concrete Well ID.      Well Depth     TOC (bgs)       (MSL)     Elevation (MSL) Interval (feet   (feet bgs)     (feet bgs)    Interval I                                         I     bgs)                    I              (feet bgs)
BDL-MWIO             60        263.13        260.41           60-40         60-20          20-17         17-0 BDL-MW 11            27        225.05        222.12            27-7          27-5            5-1          1-0 BDL-MW12             60        249.36         246.24          60-40         60-25          25-20         20-0 BDL-MW13             60        240.93         238.1           60-40         60-25          25-22         22-0 BDL-MW14             98        256.21        253.06           98-78         98-73          73-65         65-0 BDL-MW15             30        234.41        231.47           30-15         30-13           13-10        10-0 BDL-MW16             40         236.9        234.05           40-25         40-23          23-20         20-0 GW-74                60        260.39        260.62           60-40         60-25          25-20         20-0 GW-75                50        259.86         260.1           50-30         50-25          25-20         20-0 GW-76                11        258.84        259.25            11-6          11-4            4-1          1-0 Notes:
bgs - Below Ground Surface TOC - Top of Well Casing MSL - Mean Sea Level NA - Not Applicable Survey data provided by Smith and Smith, accurate to 0.01 feet MSL

ss.
Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon Harris NuclearPower Plant December 2009 Table 2 Analytical Results - Water Samples Cooling Tower Blowdown Line Assessment Shearon Harris Nuclear Power Plant, New Hill, North Carolina F                     October 2009         Tri-November                            2009 Tritium Result       Tritium LLD                   Tritium Result     Tritium LLD Sample Location         Sample Date         (pCi/liter)         (pCi/liter)     Sample Date   (pCi/liter)       (pCi/liter)
BDL-MW1                     15-Oct-09            < LLD                241           23-Nov-09     403+/-146               NR BDL-MW2                     15-Oct-09           529+/--151              NR            23-Nov-09     679+/-146               NR BDL-MW3                     15-Oct-09           588+/-151               NR            23-Nov-09     814+/-146               NR BDL-MW5                     15-Oct-09          1070+/-156               NR            23-Nov-09     1180+/-154              NR BDL-MW6                     15-Oct-09           473+/-151               NR            23-Nov-09     361+/-146               NR BDL-MW7                     15-Oct-09           326+/-151               NR            23-Nov-09     462+/-146               NR BDL-MW8                     15-Oct-09            <LLD                 241           23-Nov-09       < LLD               234 BDL-MW9                     15-Oct-09            < LLD                241           23-Nov-09       < LLD               234 BDL-MWIO                    14-Oct-09            < LLD                241           9-Nov-09        < LLD               238 BDL-MW I I                  13-Oct-09            < LLD                236           9-Nov-09        < LLD               239 BDL-MW12                    15-Oct-09            < LLD                236           9-Nov-09        < LLD               238 BDL-MW13                    13-Oct-09            < LLD                236           9-Nov-09        < LLD               239 BDL-MW14(A/B)*              15-Oct-09        < LLD/<LLD             235/236         10-Nov-09       < LLD               239 BDL-MW15                    15-Oct-09            < LLD                237           9-Nov-09        < LLD               239 BDL-MW16                    15-Oct-09             5870                NR            9-Nov-09     3410+/-175               239 GW-74                       15-Oct-09            < LLD                240           10-Nov-09       < LLD               238 GW-75                       14-Oct-09            < LLD                241           9-Nov-09        < LLD               238 GW-76                       14-Oct-09            < LLD                241           9-Nov-09        < LLD               238 Lake DS-B                                     Not Sampled               -           9-Nov-09     3550+/-176               238
* A/B denotes duplicate sample LLD - Lower Limit of Detection NR - Not Reported

ss.                                                                                                                                 Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear PowerPlant December 2009 Table 3 Survey Data and Water Level Measurements Cooling Tower Blowdown Line Assessment Shearon Harris Nuclear Power Plant, New Hill, North Carolina 13-Oct-09                  9-Nov-09 Location ID                                                              Well Depth    TOC      Ground Surface   Depth to          Water     Depth to      Water Northing          Easting    Latitude      Longitude      (bgs)      (MSL)    Elevation (MSL)    Water          Elevation    Water       Elevation (MSL)                   (MSL)
BDL-MWIO          684,269.59      2,012,868.37 3537'48"       78.57'24"       60       263.13        260.41        17.66            245.47     18.76        244.37 BDL-MWII          682,710.12      2,013,116.92 35137'33"      78.57'21"       27       225.05        222.12         3.33            221.72      3.82        221.23 BDL-MW12          682,116.79      2,012,906.66 35'37'27"      78.57'23"       60       249.36        246.24         9.73            239.63      7.70        241.66 BDL-MWI3          681,211.86      2,012,607.59 35o37'18"      78&deg;57'27'       60       240.93        238.10         11.62           229.31      3.75        237.18 BDL-MW14          680,308.08      2,012,303.74 35"37'09"      78'57'30"       98       256.21        253.06        82.10            174.11     82.00        174.21 BDL-MW15          678,518.03      2,011,785.51 35036'51''     78"57'37"       30       234.41        231.47        15.91            218.50     16.25        218.16 BDL-MW16          677,258.60      2,011,502.38 3536'39"       78057'40"       40        236.9        234.05         15.00           221.90     15.72        221.18 GW-74             684,706.48      2,013,633.67 35037'52''     78'57'14"       60       260.39        260.62        50.45            209.94     26.12        234.27 GW-75             685,295.07      2,013,757.03 35037'58"'     78o57'13"       50       259.86        260.10        11.87            247.99     11.02        248.84 GW-76             685,054.67      2,013,091.91 35037-56''     78-57'21"       11       258.84        259.25         6.65            252.19      7.18        251.66 Notes:
bgs - Below Ground Surface TOC - Top of Well Casing MSL - Mean Sea Level NA - Not Applicable Survey data provided by Smith and Smith

ss.                                                                                                                                   Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear Power Plant December 2009 Table 4 Survey Data and Water Level Measurements Monitoring Wells MW-I Through MW-9 Cooling Tower Blowdown Line Assessment Shearon Harris Nuclear Power Plant, New Hill, North Carolina 15-Oct-09                23-Nov-09 Location ID                                                               Well Depth     TOC     Ground Surface    Depth to          Water    Depth to      Water Northing         Easting      Latitude     Longitude       (bgs)      (MSL)    Elevation (MSL)    Water          Elevation   Water      Elevation I    (NMSL)                  (MSL)
BDL-MWI           683,346.18      2,013,326.48 35.37393387     78057'19'      30.01      255.70        252.17        23.56           232.14     23.93        231.77 BDL-MW2           683,128.19      2,013,248.84 35.37371829     78057'19"      19.34      239.30        236.69         14.02          225.28     13.98        225.32 BDL-MW3           682,926.54      2,013,180.17 35.37351887     78057'20"      14.72      225.16        223.00         7.15           218.01      5.52        219.64 BDL-MW5           682,300.10      2,012,967.12 35.37289937     78&deg;57'23"\     16.64      248.93        245.67         10.52          238.41     10.66        238.27 BDL-MW6           682,308.04      2,012,948.07 35.37290723     78057'23"      14.02      249.76        246.34         10.71          239.05      8.00        241.76 BDL-MW7           682,308.69      2,012,970.56 35.37290787     78057'23"      60.94      248.79        245.23        49.30            199.49    46.92        201.87 BDL-MW8           682,370.88      2,013,154.32  35.3729693     78057'21"      20.33      235.91        233.24         6.00           229.91      3.70        232.21 BDL-MW9           682,417.63      2,013,249.71 35.37301549     78057'19"      17.87      226.78        223.14        13.48           213.30     10.40        216.38 Notes:
bgs - Below Ground Surface TOC - Top of Well Casing MSL - Mean Sea Level NA - Not Applicable Survey data provided by Smith and Smith

ss.                     Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclearPower Plant December 2009 Appendix A Boring Logs

BORING LOG Drill Rig:           Rotary Air     Date Drilled:        9/28/09 Logged By:
Boring Dia:            6 Inches     Boring Number: BDL-MW10      M Snyder Blow       Completion       Depth         Lithology                             Description ME_   Counts                        Feet Rd-brown silt
                      <a
                       <a a
5    -
                   * <a
                    * 'a Fa 10   -
ra a
                      -  a a        Fa
                              *a a
a
* a ta a
15     -
a
                                  -      20 3] -I71Y.sil    Red Si11stone Completion Notes:                                                             Site:
Ground Elevation 260.41 Casing Elevation 263.13                               SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:  SHNPP-1    Page    1

BORING LOG Drill Rig:                      Rotary Air  Date Drilled:       9/28/09 Logged By:
Boring Dia:                      6 Inches   Boring Number: BDL-MW10     M Snyder
 -      Blow      Completion    Depth         Lithology                                    Description E      Counts                     Feet U) 25 30 35 40   -
                                            -LMM            M M-7-M-M Completion Notes:                                                               Site:
Ground Elevation 260.41 Casing Elevation 263.13                                 SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG S                    Drill Rig:                        Rotary Air  Date Drilled:       9/28/09 Logged By:
Boring Dia:                        6 Inches   Boring Number: BDL-MW10     M Snyder
    -*  Blow      Copein        Depth E_     B      owpl          e       pth           Lithology                                 Description M     Counts                    Feet U)0 45    -
50    -
55 60     -
65      -
Completion Notes:                                                                 Site:
Ground Elevation 260.41 Casing Elevation 263.13                                   SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    3

BORING LOG Drill Rig:          Rotary Air  Date Drilled:       9/28/09 Logged By:
Boring Dia:          6 Inches   Boring Number: BDL-MW10     M Snyder Blow      Completion    Depth        Lithology                         Description E     Counts                     Feet 0) 70     -
75     -
80 85   -
Completion Notes:                                                   Site:
Ground Elevation 260.41 Casing Elevation 263.13                     SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    4

BORING LOG Drill Rig:             Rotary Air     Date Drilled:         9/30/09 Logged By:
Boring Dia:              6 Inches      Boring Number: BDL-MW1 1     J Magee Blow      Completion                Depth       Lithology                                  Description ccE   Counts                                Feet
_U)
I..-                                       Rd-brown silt II 5-ii Rd Siltstone M-M-M-M-M.,
                                          -       10 r-7z,--
15 M= M 20 Completion Notes:                                                                        Site:
Ground Elevation 222.12 Casing Elevation 225.05                                          SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:  SHNPP-1    Page    1

BORING LOG Drill Rig:          Rotary Air  Date Drilled:       9/30/09 Logged By:
Boring Dia:           6 Inches  Boring Number: BDL-MW1 1    J Magee S    Blow      Completion    Depth        Lithology                         Description E     Counts                     Feet C,,
25     -
30   -
35    -
40   -
Completion Notes:                                                   Site:
Ground Elevation 222.12 Casing Elevation 225.05                     SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG Drill Rig:                Rotary Air      Date Drilled:         9/24/09 Logged By:
Boring Dia:                  6 Inches     Boring Number: BDL-MW12       M Snyder S    Blow       Completion    Depth            Lithology                                Description
_E    Counts                     Feet
_U)
Rd-brown silt
                             'a a*.a.
                       ',.4 5
                                             - ~
Red siltstone E-C ae,                10 a.
15 20   -
Completion Notes:                                                                Site:
Ground Elevation 246.12 Casing Elevation 249.36 SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:  SHNPP-1    P Page    1

BORING LOG Drill Rig:                       Rotary-Air  Date Drilled:       9/24/09 Logged By:
_  _    _   _    _       Boring Dia:                       6 Inches   Boring Number: BDL-MW12     M Snyder Blow Clout                   Depth Comple tion                    Lithology                                  Description E      Counts                    Feet o0 I.
i 25 30    -
35   -
40   -
Completion Notes:                                                                Site:
Ground Elevation 246.12 Casing Elevation 249.36                                  SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG Drill Rig:              Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:               6 Inches  Boring Number: BDL-MW12     M Snyder lo       Completion               Depth          Lithology                           Description E      Counts                                Feet 45
                        ..............                   M-1:= M-MIM-MI-M.-I HE
                      =Z-Z 50   -
Z" 55 60     -
                                        -       65 Completion Notes:                                                                  Site:
Ground Elevation 246.12 Casing Elevation 249.36                                    SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    3

BORING LOG Drill Rig:                          Rotary Air      Date Drilled:          9/23/09 Logged By:
Boring Dia:                          6 Inches       Boring Number: BDL-MW13        M Snyder
  'a     Blow       Completion         Depth              Lithology                                          Description ME     Counts                          Feet
_U)
Rd-brown silt We            t             I-  -..
Ked SltStolne 7_a 5    -
is to'           1'a0 10     -
im
: 7. *'a 15   -
11 0a 20 r1L1.__t_1=_t_      =Mr-M.M.,
Completion Notes:                                                                                Site:
Ground Elevation 238.10 Casing Elevation 240.93                                                  SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    1

BORING LOG Drill Rig:                        Rotary Air    Date Drilled:       9/23/09 Logged By:
Boring Dia:                           6 Inches  Boring Number: BDL-MW13     M Snyder Blow                   Depth lout     Complettion E      Counts                                   Lithology                                     Description Feet (I,
25 30      -
35   -
40     -
                                             =M1.=1--= %-=M--%*.1U Completion Notes:                                                                  Site:
Ground Elevation 238.10 Casing Elevation 240.93                                    SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG Drill Rig:            Rotary Air  Date Drilled:       9/23/09 Logged By:
Boring Dia:             6 Inches  Boring Number: BDL-MW13     M Snyder
 'a     Blow      Completion               Depth         Lilthology                         Description E      Counts                                Feet o..........
45 a
50 55 60
                                        -       65   -
Completion Notes:                                                                Site:
Ground Elevation 238.10 Casing Elevation 240.93                                  SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    3

BORING LOG Drill Rig:                         Rotary Air      Date Drilled:        9/24/09 Logged By:
Boring Dia:                         6 Inches       Boring Number: BDL-MW14      M Snyder Blow       Completion   Depth               Lithology                                      Description CE    Counts                     Feet Rd-brown silt I-I-ea siiSione a
                            ,J 5-a a                         ---------- -------
10     -
a a                                     7. 7    Z.
15   -
a a
a
                  -a 20      -
                     *a a
a Completion Notes:                                                                        Site:
Ground Elevation 253.06 Casing Elevation 256.21                                          SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:  SHNPP-1    Page    1

BORING LOG Drill Rig:              Rotary Air   Date Drilled:       9/24/09 Logged By:
* Boring Dia:                6 Inches  Boring Number: BDL-MW14     M Snyder l       Completion    Depth       Lithology                               Description U     Counts                    Feet M-M =T:1-:--=L-Iaf LM-7-:7-7-:7 =-=71:7
                                                        =M-M-7 w
zr.
a-7,ai 741 aM 7-7z'.;
                     ,Ai Completion Notes:                                                        Site:
Ground Elevation 253.06 Casing Elevation 256.21                          SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG Drill Rig:                      Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:                       6 Inches  Boring Number: BDL-MW14     M Snyder S     Blow      Completion             Depth            Lithology                                 Description E     Counts                              Feet
:7.Z-7-Z-------------
45    -
M '-
                             ,e'
                            ..'a              50     -
a4
                              ...' .i a'-;
aM
                              ,',a            55     -
60   -
M                                     ..........
                          .ia         ,
65    -
Completion Notes:                                                                        Site:
Ground Elevation 253.06 Casing Elevation 256.21 SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    3

BORING LOG Drill Rig:           Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:            6 Inches  Boring Number: BDL-MW14     M Snyder Blow                    Depth E                 Complettion               I Lithology                         Description Counts                    Feet C')
70 75 80    -
85    -
Completion Notes:                                                    Site:
Ground Elevation 253.06 Casing Elevation 256.21                      SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    4

BORING LOG Drill Rig:                Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:                 6 Inches  Boring Number: BDL-MW14     M Snyder
--a     Bo Blow      Copein        Depth Depth          Lithology                             Description U   Counts                     Feet 09(V 90 95 100   -
105   -
                                                           ==M
                                            - Z1:11-:1L-=1 Completion Notes:                                                         Site:
Ground Elevation 253.06 Casing Elevation 256.21                           SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    5

BORING LOG Drill Rig:           Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:            6 Inches  Boring Number: BDL-MW14     M Snyder
 'a     Blow      Completion    Depth        Lithology                          Description Counts                     Feet 115   -
120   -
125    -
130    -
Completion Notes:                                                    Site:
Ground Elevation 253.06 Casing Elevation 256.21                      SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    6

BORING LOG Drill Rig:         Rotary Air  Date Drilled:       9/24/09 Logged By:
Boring Dia:          6 Inches  Boring Number: BDL-MW14     M Snyder
 'a     Blow      Completion    Depth       Lithology                         Description E     Counts                    Feet Mj 135   -
140   -
145   -
150 Completion Notes:                                                  Site:
Ground Elevation 253.06 Casing Elevation 256.21                    SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    7

BORING LOG Drill Rig:                Rotary Air      Date Drilled:         9/22/09 Logged By:
Boring Dia:                6 Inches       Boring Number: BDL-MW15       M Snyder
 'a     Blow       Completion      Depth            Lithology                                 Description caE   Counts                       Feet o0)I Rd-brown silt a
                                               - ~----------
                                                          ~            --
a                                           Red siltstone a
a a        a    -       5    -
a
* a a
a
                                -       10   -
                                 -      15   -
                                 -      20   -
Completion Notes:                                                                  Site:
Ground Elevation 231.47 Casing Elevation 234.41                                    SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    1

BORING LOG S                   Drill Rig:         Rotary Air  Date Drilled:       9/22/09 Logged By:
___                     Boring Dia:          6 Inches  Boring Number: BDL-MW15     M Snyder D      Blow                    Depth
-a                Completion               Lithology                         Description E     Counts                    Feet (I,
25   -
30 35 40   -
Completion Notes:                                                 Site:
Ground Elevation 231.47 Casing Elevation 234.41                   SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG SS                    Drill Rig:         Rotary Air     Date Drilled:          9/22/09 Logged By:
Boring Dia:         6 Inches      Boring Number: BDL-MW16        M Snyder Blow                     Depth
-a E
Cou Counts      Completion     Feet       Lithology                               Description Feet Rd-brown silt a
a a
a a
a'.
Red siltstone a
II------ -
10
[46 a
15 a
a
* a a
I 20   -
Completion Notes:                                                         Site:
Ground Elevation 234.05 Casing Elevation 236.90 SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    P Page    1

BORING LOG Drill Rig:                               Rotary Air  Date Drilled:       9/22/09 Logged By:
Boring Dia:                                6 Inches  Boring Number: BDL-MW16     M Snyder Blow                    Depth E                 Completion                             Lithology                                 Description Counts                    Feet
                                ----------------------------- ------- -- j LL Completion Notes:                                                                       Site:
Ground Elevation 234.05 Casing Elevation 236.90                                         SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1    Page    2

BORING LOG Drill Rig:         Rotary Air     Date Drilled:               10/2/09 Logged By:
Boring Dia:         6 Inches      Boring Number:              GW-74   J Magee low     Completion       Depth      Lithology                                  Description
_E     Counts                      Feet
_U) a                                         Rd-brown silt - (Air Knife to 15 ft.)
a a
a a
aD.
5 a
a a   _
a a
a a
a-10   -
HI a
a    -
ai-t a..
a a
a a
a a      -     15 Ira-           -     20
                                                -1 ~            :d-br silt w/clay Rd Siltstone Completion Notes:                                                          Site:
Ground Elevation 260.62 Casing Elevation 260.39 SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:        SHNPP-1    Page    1

BORING LOG Drill Rig:                          Rotary Air  Date Drilled:        10/2/09 Logged By:
Boring Dia:                          6 Inches   Boring Number:       GW-74   J Magee
-a      Blow      Completion      Depth            Lithology                                     Description E     Counts                       Feet
-U)
I    -      25    -
30    -
                             -         35    -
40 Completion Notes:                                                                     Site:
Ground Elevation 260.62 Casing Elevation 260.39                                       SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:   SHNPP-1     Page    2

BORING LOG Drill Rig:             Rotary Air  Date Drilled:       10/2/09 Logged By:
Boring Dia:              6 Inches  Boring Number:       GW-74  J Magee Blow      Completion            Depth         Lithology                           Description E     Counts                             Feet
                                   -        45 71-- -7
                                   -        50 55 60                      -4
                                     -       65   -
Completion Notes:                                                              Site:
Ground Elevation 260.62 Casing Elevation 260.39                                SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    3

BORING LOG Drill Rig:              Rotary Air     Date Drilled:                9/30/09 Logged By:
Boring Dia:              6 Inches     Boring Number:               GW-75   J Magee Blow      Completion      Depth         Lithology                                    Description E     Counts                      Feet Rd-brown silt - (Air knife to 11 ft.)
                 -a:.
                               -      5    -
a 7,16
                               -      10 aW 6:=1-   '__1=1..i:-6A                 -
Weathered rd Siltstone a
a
                           . a
                               -      15   -
a a
                                -     20 Completion Notes:                                                             Site:
Ground Elevation 260.10 Casing Elevation 259.86                               SHNPP Cooling Tower Blowdown Line New Hill, NC Project No.:          SHNPP-1    P Page    1

BORING LOG Drill Rig:               Rotary Air    Date Drilled:      9/30/09 Logged By:
Boring Dia:                  6 Inches  Boring Number:      GW-75  J Magee
()
0.*    Blow                           Depth E                Connpletion                           Lithology                           Description ca    Counts                             Feet 25   -
30      -
T-" --- ".'---
35    -
40 Completion Notes:                                                                 Site:
Ground Elevation 260.10 Casing Elevation 259.86                                   SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:  SHNPP-1    Page    2

BORING LOG
                             " Drill Rig:                 Rotary Air  Date Drilled:       9/30/09 Logged By:
Boring Dia:                  6 Inches  Boring Number:       GW-75  J Magee Blow      Completion    Depth             Lithology                           Description E      Counts                     Feet 45    -
50       . 1 - - - - -  4 55     -
60   -
65   -
Completion Notes:                                                          Site:
Ground Elevation 260.10 Casing Elevation 259.86                            SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:   SHNPP-1    Page    3

AW     q                                             BORING LOG Drill Rig:          Rotary Air     Date Drilled:                10/1/09 Logged By:
Boring Dia:          6 Inches      Boring Number:                GW-76  J Magee S    Blow      Completion    Depth       Lithology                                   Description
_UE   Counts                     Feet Rd-brown silt - (Air knife to 6 ft.)
I I           5
                                          -      j    T       Weathered rd SiltlBroken Rock
                                            -I~I 10 15 20 Completion Notes:                                                       Site:
Ground Elevation 259.25 Casing Elevation 2258.84                        SHNPP Cooling Tower Blowdown LinE New Hill, NC Project No.:          SHNPP-1     Page    1

Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report SS.
Shearon HarrisNuclear Power Plant December 2009 Appendix B NCDENR Well Construction Records

NONRESIDENTIAL                          WELL CONSTRUCTION RECORD Norli Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                                                            FT. Above Land Surface*
: d. TOP OF CASING IS 2.5 JERRY WATKINS                                                                       *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC.                                                       e. YIELD (gpm): N/A                  METHOD OF TEST N/A Well Contractor Company Name                                                      f. DISINFECTION: Type N/A                          Amount      N/A STREET ADDRESS            176 COMMERCE BLVD                                        g. WATER ZONES (depth):
Fromn            To_               From_           To STATESVILLE                    NC                      28625 From_            To_               From_           To City or Town          State                   Zip Code From            To_               From_           To (704        - 872-7686 Area code- Phone number                                                      6. CASING:                                              Thickness/
: 2. WELL INFORMATION:                                                                                 Depth                 Diamleer      Weliht        Material From 0.0         To 40.0      Ft._2 INCH          SCr 40        PVC SITE WELL ID #(if applicable) MW-10 STATE WELL PERMIT#(if applicable)_                                                  From             To_      _ Ft._
From             To_          Ft._
DWQ or OTHER PERMIT #(if applicable)_
WELL USE (Check Applicable Box) Monitoring fD Municipal/Public 0                     7. GROUT:         Depth                   Material                  Method Industrial/Commercial E Agricultural C1 Recovery 0 Injection D                          From 0.0         To 17.0      Ft. Portland Sentonite        SLURRY Inigationo- Other C] (list use)                                                     From_____ To              _   Ft.
From_            To_          Ft.
DATE DRILLED 09128109
: 8. SCREEN:         Depth            Diameter       Slot Size       Material TIME COMPLETED                                    AM O PM O From 40.0        To 60.0      Ft. 2.0      in. .010     in. PVC
: 3. WELL LOCATION:
From _          To _          Ft.          in.          in.
CITY: NEW HILL                            COUNTY WAKE From__      _ To              Ft.          in.          in.
SHEARON HARRIS ROAD              27562
: 9. SANDIGRAVEL PACK:
(Street Name, Numbers, Community, Subdivsion, Lot No., Parcel, Zip Code)
Depth                            Size           Material TOPOGRAPHIC / LAND SETTING:
From 20.0        To 60.0       Ft. 20-40        FINE SILICA SAND OSlope [Valley []Flat           DRidge El Other From             To_           Ft.
(check appropriate box)
From             To_           Ft.
LATITUDE                                                 -May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                in a decimal format From         To                        Formation Description Latitude/longitude source: CGPS oTopographic map                               0.0             18.0               RED SILT (locationof well must be shown on a USGS topo map and                       18.0           20.0               YELLOW/ORANGE CLAY attached to this form if not using GPS)                                                  80.0               RED MUDSTONE 20.0
: 4. FACILITY- is the name of thebusiness where the well is located.
FACILITY ID#(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                        NC                             27562 City or Town                  State                         Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 165 NEW HILL                           NC                      27562             11, REMARKS:
COty or Town                State                    Zip Code           BENTONITE SEAL FROM 17.0 TO 20.0 FEET Area code - Phone number IDO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCOROANCE WITH
: 5. WELL DETAILS:                                                                  I*syCAC 2C. WELL C                   STDA I TRUCIoICsrOA,                  HAT A COPY OF THIS RMRI          BEN P       Q1ED TO/2     W6/0
: a. TOTAL DEPTH:          60.0 FEET                                                                 !*        -          ":*10/26/09
: b. DOES WELL REPLACE EXISTING WELL? YES C                               NO MJ                                                                          DATE SIGNATURE OF CERTIFIED WELL CONTRACTOR
: c. WATER LEVEL Below Top of Casing:                25.0             FT.            JERRY WATKINS (Use "+"ifAbove Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                            Form GW-1 b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                      Rev. 7/05

NoN RESIDENTIAL WELL CONSTRUCTION                                        RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:
: d. TOP OF CASING IS 2.5                   FT. Above Land Surface*
JERRY WATKINS                                                                       *Top of casing terminated al/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC.                                                      e. YIELD (gpm): N/A                 METHOD OF TEST N/A Well Contractor Company Name                                                     f. DISINFECTION: Type N/A                      Amount         N/A STREET ADDRESS              176 COMMERCE BLVD                                     g. WATER ZONES (depth):
From      -      To_           From_            To STATESVILLE                     NC                     28625 From_            To_  _        From             To City or Town           State                  Zip Code From      -      To____        From_            To 704       -. 872-7686 Area code- Phone number                                                      6. CASING:                                           Thickness/
: 2. WELL INFORMATION:                                                                                   Depth             Diameter      Weiah&            Material From 0.0        To 7.0     Ft._2 INCA           SC-4o            PVC SITE WELL ID #(if applicable)_ MW-11 STATE WELL PERMIT#(if applicable)_                                                  From      -     To_        Ft._
From_           To_        Ft._
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring El Municipal/Public D                     7. GROUT:          Depth               Material                       Method Industrial/Commercial 0 Agricultural 0 Recovery D Injection 0                           From 0.0        To 1.0      Ft. Portland Benlonile          SLURRY Irrigationo Other    0   (list use)                                                 From____        To         Ft.
From_           To_         Ft.
DATE DRILLED 09/30/09
: 8. SCREEN:          Depth          Diameter      Slot Size            Material TIME COMPLETED                                     AMD          PM D From 7.0        To 27.0    Ft. 2.0      in. .010        in. PVC
: 3. WELL LOCATION:
From _       _    oo        Ft.         in. _           in.
CITY: NEW HILL                             COUNTY WAKE From_           To          Ft.         in.            In.
SHEARON HARRIS ROAD               27562                                     9. SAND/GRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)               Depth                         Size            Material TOPOGRAPHIC / LAND SETTING:
From 5.0         To 27.0     Ft. 20-40        FINE SILICA SAND OSIope OValley OFlat ORidge 0 Other From             To_         Ft.
(check appropilate box)
From             To_         Ft.
LATITUDE               -                                   May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                  in a decimal fonmat From         To                      Formation Description Latitude/longitude source:            o GPS    DTopographic map                 0.0              8.0             RED SILT (location of well must be shown on a USGS topo map and                     8.0             27.0             RED MUDSTONE attached to this form if not using GPS)
: 4. FACILITY- is Ithename of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                         NC                           27562 City or Town                   Slate                        Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS            P0 BOX 165 NEW HILL                            NC                      27562            11. REMARKS:
City or Town                 State                   Zip Code           BENTONITE SEAL FROM 1.0 TO 5.0 FEET Area code - Phone number
: 5. WELL DETAILS:                                                                   100  HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE WITH 15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REC     D HAS BEEN PROVIoED TO THE WELL OWNER-
: a. TOTAL DEPTH: 27.0 FEET
: b. DOES WELL REPLACE EXISTING WELL? YES 0                               NO gi     4     AA.           R.                                   -        10126/09~
SIGNATUREPtF CERTIFIED WELL CONTRACTOR                                   DATE
: c. WATER LEVEL BelowTop of Casing:                  3.0              FT.           JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                              Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                        Rev. 7/05

NON RESIDENTIAL                           WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                                                            FT. Above Land Surface*
: d. TOP OF CASING IS 2.5 JERRY WATKINS                                                                          *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name
: e. YIELD (gpm): N/A                METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC,
: f. DISINFECTION: Type N/A                       Amount        N/A Well Contractor Company Name STREET ADDRESS 176 COMMERCE BLVD                                                     g. WATER ZONES (depth):
From_          To_            From_             To STATESVILLE                    NC                       28625 From_          To_            From_             To City or Town         State                    Zip Code From_           To_            From_            To 704        - 872-7686 Area code- Phone number                                                        6. CASING:                                            Thickness/
: 2. WELL INFORMATION:                                                                                     Depth            2Dimeter       Weioh'           Material To 40.0    Ft.2                 SC0'4           PVC SITE WELL ID#(if applicable) MW-12                                                     From 0.0 From_           To_        Ft._
STATE WELL PERMIT#(if applicable)_
From_           To_        Ft._
DWQ or OTHER PERMIT #(if applicable)_
: 7. GROUT:          Depth               Material                      Method WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public Dl Industrial/Commercial 0 Agricultural DI Recovery [I Injection 0                           From 0.0        To 20.0    Ft. Portland Bentonite          SLURRY IrrigationD Other 0 (list use)                                                         From            To         Ft.
From_           To_        Ft.
DATE DRILLED 09124109
: 8. SCREEN:          Depth         Diameter       Slot Size          Material TIME COMPLETED                                     AM D PM O From 40.0       To 60.0    Ft. 2.0     in.  .010       in. PVC
: 3. WELL LOCATION:
From__       _  To_    _   Ft.         in. _     _in.
CITY: NEW HILL                              COUNTY WAKE From_           To_        Ft.         in. _          in.
SHEARON HARRIS ROAD 27562
: 9. SANDIGRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Depth                        Size            Material TOPOGRAPHIC / LAND SETTING:
From 25.0       To 60.0     Ft. 20-40         FINE SILICA SAND DSIope oValley DFlat ORidge El Other From            To          Ft.
(check appropriate box)
From            To_         Ft.
LATITUDE                      _                             May be in degrees, minutes, seconds or  10. DRILLING LOG LONGITUDE                                                   in a decimal format From          To                     Formation Description Latitude/longitude source: DGPS oTopographic map                                 0.0               6.0            YELLOW SANDY CLAY (locationof well must be shown on a USGS t opo map and                      6.0              60.0            RED MUDSTONE attached to this form if not using GPS)
: 4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREETADDRESS SHEARON HARRIS ROAD NEW HILL                        NC                             27562 City or Town                 State                          Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 165 NEW HILL                           NC                        27562             11. REMARKS:
City or Town               State                     Zip Code            BENTONITE SEAL FROM 20.0 TO 25.0 FEET Area code - Phone number tO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE WITH
: 5. WELL DETAILS:                                                                    15 NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS ORD HAS BEEN W9VIOEDT0,THE WELL 0 NER.
: a. TOTAL DEPTH:           60.0 FEET
: b. DOES WELL REPLACE EXISTING WELL? YES El                              NO El    SIGNATURE OF CERTIFIED WELL CONTRACTOR                                  DATE
: c. WATER LEVEL Below Top of Casing: 29.0                             FT.             JERRY WATKINS (Use "+"if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                               Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                         Rev. 7/05

NON RESIDENTIAL                          WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources-Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                   d. TOP OF CASING IS 2.5                 FT. Above Land Surface*
JERRY WATKINS                                                                        *Top of casing terminated al/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC.                                                         e. YIELD (gpm): N/A               METHOD OF TEST N/A Well Contractor Company Name                                                        f. DISINFECTION: Type N/A                        Amount       N/A STREET ADDRESS             176 COMMERCE BLVD                                        g. WATER ZONES (depth):
From_       _ To               From            To STATESVILLE                     NC                      28625 From_           To_ _          From_           To City or Town          State                   Zip Code From_           To_            From      -      To (704         -.. 872-7686 Area code- Phone number                                                        6. CASING:                                           Thickness/
: 2. WELL INFORMATION:                                                                                    Depth             Diameter      We'.ht          Material From 0.0        To 40.0    Ft._2    CH          041           PVC SITE WELL ID#(if applicable)_ MW-13 STATE WELL PERMIT#(lt applicable)                                                     From _          To__       Ft._
From__          To         Ft._
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 9) Municipal/Public C]                     7. GROUT:         Depth               Material                     Method Industrial/Commercial 0 Agricultural 0 Recovery [] Injection I]                          From 0.0        To 22.0    Ft. Portland Bentonite         SLURRY IrrigationO      Other 0 (list use)                                                   From__        _ To_        Ft.
From_           To_        Ft.
DATE DRILLED 09/23/09
: 8. SCREEN:         Depth         Diameter       Slot Size         Material TIME COMPLETED                                     AM 0 PM 0 From 40.0       To 60.0    Ft. 2.0     in. .010        in. PVC
: 3. WELL LOCATION:
From            To_        Ft.         in. _     _in.
CITY: NEW HILL                              COUNTY WAKE From_           To_        Ft.         in. _     _in.
SHEARON HARRIS ROAD 27562
: 9. SANDIGRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)                 Depth                         Size           Material TOPOGRAPHIC / LAND SETTING:
From 25.0        To 60.0    Ft. 20-40         FINE SILICA SAND 0Slope oValley DFlat ORidge 0 Other (check appropriate box)                                                   From            To_______ Ft._
From             To_        Ft.
LATITUDE          -                                        May be in degrees, minutes, seconds or  10. DRILLING LOG LONGITUDE                                                  in a decimal format From        To                      Formation Description Latitude/longitude source: oGPS oTopographic map                                 0.0              2.0            ORANGE SANDY CLAY (locationof well must be shown on a USGS topo map and                       2.0             60.0            RED MUDSTONE attachedto this form if not using GPS)
: 4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                         NC                            27562 City or Town                  State                         Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS P0 BOX 165 NEW HILL                           NC                        27562             11. REMARKS:
City or Town                 State                   Zip Code            BENTONITE SEAL FROM 22.0 TO 25.0 FEET Area code - Phone number I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
: 5. WELL DETAILS:
: a. TOTAL DEPTH:            60.0 FEET
: b. DOES WELL REPLACE EXISTING WELL? YES E]                               NO El (A10/26/09 15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS R-RD HAS BEEN PR0tOED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELE"CONI-ACTOR                                DATE
: c. WATER LEVEL Below Top of Casing: 29.0                             FT.             JERRY WATKINS (Use "+"ifAbove Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                            Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                      Rev. 7105

NONRESIDENTIAL                              WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division otWater Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:
: d. TOP OF CASING IS 2.5                  FT. Above Land Surface*
JERRY WATKINS                                                                               *Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC.                                                              e. YIELD (gpm): N/A                METHOD OF TEST N/A
: f. DISINFECTION: Type N/A                      Amount         N/A Well Contractor Company Name STREET ADDRESS               176 COMMERCE BLVD                                            g. WATER ZONES (depth):
From     -      To_            From_             To STATESVILLE                      NC                        28625 From_          To_             From_             To City or Town           State                     Zip Code From      -     To_            From_             To (704
* 872-7686 Area code- Phone number                                                             6. CASING:                                             Thickness/
: 2. WELL INFORMATION:                                                                                           Depth             Diameter      Weirlht           Material From 0.0        To 78.0    Ft. 2 INC1H           S-40            PVC SITE WELL ID#(if applicable) MW-14 STATE WELL PERMIT#(if applicable)                                                           From_           To_        Ft._                _
From            To         Ft.
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public 0                           7. GROUT:           Depth               Material                        Method Industrial/Commercial 0          Agricultural [1 Recovery 0 Injection uj                        From 0.0        To 65.0    Ft. Portland Bentonite           SLURRY IrrigationO      Other 0 (list use)                                                          From____ To_           _   Ft.
From_           To_        Ft.
DATE DRILLED 09/24/09
: 8. SCREEN:          Depth          Diameter       Slot Size          Material TIME COMPLETED                                         AM [] PM 0 From 78.0       To 98.0    Ft. 2.0     in. .010         in. PVC
: 3. WELL LOCATION:
From___         To         Ft.         in. _      _in.
CITY: NEW HILL                                 COUNTY WAKE From_           To_        Ft.         in. _           in.
SHEARON HARRIS ROAD 27562                                                           9. SAND/GRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Depth                         Size            Material TOPOGRAPHIC / LAND SETTING:
From 73.0        To 98.0    Ft. 20-40         FINE SILICA SAND 0Slope OValley OFlat DRidge 0 Other (check appropriate box)                                                         From             To_        Ft._
From             To_        Ft.
LATITUDE                       _                               May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                      in a decimal formnat From          To                      Formation Description Latitude/longitude source: EIGPS E]Topographic map                                    0.0              2.0             ORANGE SANDY CLAY (location of well must be shown on a USGS topo map and                           2.0             150.0            RED MUDSTONE attachedto this form if not using GPS)
: 4. FACILITY- is the name of     the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                          NC                              27562 City or Town                   State                           Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 165 NEW HILL                            NC                         27562                11. REMARKS:
City or Town                 State                      Zip Code             BENTONITE SEAL FROM 65.0 TO 73.0 FEET Area code - Phone number
: 5. WELL DETAILS:                                                                         I 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED INACCORDANCE WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS REC.UD HAS BEEN PROVIDED TO THE WELL OWNER.
: a. TOTAL DEPTH:             98.0 FEET
                                                                                               '4       6k4        P.        ( A-It      9                       10/26/09
: b. DOES WELL REPLACE EXISTING WELL? YES 0                                    NO EI SIGNATURE' OF CERTIFIED WEL'r_%&#xfd;"ffTDR                                     DATE
: c. WATER LEVEL Below Top of Casing:                     80.0             FT.              JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                                Rev. 7/05

NONRESIDENTIAL                             WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                       d. TOP OF CASING IS 2.5                   FT. Above Land Surface-
                                                                                                  *Top of casing terminated atlor below land surface may require JERRY WATKINS a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name
: e. YIELD (gpm): N/A                 METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.
: f. DISINFECTION: Type N/A                      Amount        N/A Well Contractor Company Name 176 COMMERCE BLVD                                           g. WATER ZONES (depth):
STREET ADDRESS From _           To _          From      -      To STATESVILLE                    NC                      28625 From__           To_           From_            To City or Town          State                   Zip Code From_            To_           From       -     To (704         - 872-7686 Area code- Phone number                                                           6. CASING:                                             Thickness/
: 2. WELL INFORMATION:                                                                                          Depth             Diamer        Weiaht            Material From 0.0         To 15.0   Ft._2 INCH           SC-r40           PVC SITE WELL ID #(it applicable)        MW-15 From _           To        Ft._
STATE WELL PERMIT#(if applicable)_
From_____        To        Ft.
DWQ or OTHER PERMIT #(if applicable)
: 7. GROUT:            Depth              Material                       Method WELL USE (Check Applicable Box) Monitoring [] Municipal/Public 0 Agricultural 0 Recovery 0 Injection 0                                           To 10.0   Ft. Portland Bentonile          SLURRY Industrial/Commerciatl 0                                                                       From 0.0 IrrigationO- Other 0 (list use)                                                            From_            To_       Ft.
From_            To_       Ft.
DATE DRILLED 09/22/09
: 8. SCREEN:           Depth         Diameter       Slot Size           Material TIME COMPLETED                                     AM 0 PM 0 From 15.0        To 30.0   Ft. 2.0      in. .010       in. PVC
: 3. WELL LOCATION:
From_            To_     _ Ft.         in. _          in.
CITY: NEW HILL                             COUNTY WAKE                                                                Ft.         in.
From_            To                         _     _in.
SHEARON HARRIS ROAD               27562
: 9. SANDIGRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No.. Parcel, Zip Code)
Depth                        Size           Material TOPOGRAPHIC / LAND SETTING:
From 13.0         To 30.0   Ft, 20-40         FINE SILICA SAND
[:Slope OValley []Flat ORidge 0 Other From              To_       Ft._
(check appropriate box)
From             To_        Ft._
LATITUDE                                                  May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                  in a decimal format From          To                     Formation Description Latitude/longitude source: QGPS                 0 Topographic map                    0.0                3.0             RED SILT (location of we/I must be shown on a USGS topo map and                          3.0              30.0             RED MUDSTONE attachedto this form if not using GPS)
: 4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)_
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS              SHEARON HARRIS ROAD NEW HILL                        NC                            27562 City or Town                 State                         Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS             PO BOX 165 NEW HILL                           NC                       27562                 11. REMARKS:
City or Town               Stale                    Zip Code                BENTONITE SEAL FROM 10.0 TO 13.0 FEET Area code - Phone number tOO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
: 5. WELL DETAILS:                                                                        15A       AC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RE*       D HAS BEEN PRIWjDEO TO T iE WELL OWNER.
: a. TOTAL DEPTH:            30.0 FEET 1-t"K -10126109
: b. DOES WELL REPLACE EXISTING WELL? YES 0                              NO El SIGNATURE OF CERTIFIED WELL CONTRA*Cr"-R                                   DATE
: c. WATER LEVEL Below Top of Casing:                 19.0            FT.                 JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                                   Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617                             Phone No. (919) 733-7015 ext 568.                                                 Rev. 7105

NONRESIDENTIAL                           WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                  d. TOP OF CASING IS 2.5                    FT. Above Land Surface*
                                                                                             *Top of casing terminated at/or below land surface may require JERRY WATKINS a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Narne
: e. YIELD (gpm): N/A                 METHOD OF TESTN/A GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name                                                      f. DISINFECTION: Type N/A                           Amount N/A STREET ADDRESS              176 COMMERCE BLVD                                       g. WATER ZONES (depth):
From_          To_               From_            To STATESVILLE                     NC                     28625 From_          To_               From_            To City or Town          State                   Zip Code From_          To_               From_            to 704        - 872-7686 Area code- Phone number                                                       6. CASING:                                             Thickness/
: 2. WELL INFORMATION:                                                                                    Depth              Diaieter       W'eiht         Material To 25.0     Ft. 2 INCqH           Sc-i4o        PVC SITE WELL ID#(if applicable)_ MW-16                                                  From 0.0 STATE WELL PERMIT#Qf applicable)_                                                    From_           To          Ft._
Fromr     -     To_         Ft._
DWQ or OTHER PERMIT #(if applicable)_
WELL USE (Check Applicable Box) Monitoring M Municipal/Public 0                       7. GROUT:          Depth                 Material                    Method From 0.0        To 20.0     Ft. Portland Bentonite          SLURRY Industrial/Commercial 0         Agricultural r] Recovery - Injection E]
Irrigation[     Other 0 (list use)                                                   From____        To_      _ Ft.
From      -     To_         Ft.
DATE DRILLED 09/22/09
: 8. SCREEN:         Depth          Diameter        Slot Size        Material TIME COMPLETED                                     AM 0        PM 0 From 25.0       To 40.0     Ft. 2.0      in. .010        in. PVC
: 3. WELL LOCATION:
From____        To          Ft.          in. _          in.
CITY: NEW HILL                              COUNTY WAKE From_           To          Ft.          in. _          in.
SHEARON HARRIS ROAD              27562
: 9. SAND/GRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Depth                          Size            Material TOPOGRAPHIC / LAND SETTING:
From 23.0        To 40.0     Ft. 20-40          FINE SILICA SAND OISIope OValley OFlat ORidge 0 Other (check appropriate box)                                                  From             To_         Ft._
From             To_         Ft.
LATITUDE                                                   May M be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                  in a decimal format From         To                        Formation Description Latitude/longitude source: oGPS                 C Topographic map                0.0              6.0             ORANGE CLAY (locationof well must be shown on a USGS topo map and                       6.0             40.0             RED MUDSTONE attached to this form if not using GPS)
: 4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)_
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS              SHEARON HARRIS ROAD NEW HILL                        NC                            27562 City or Town                  State                         Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS             PO BOX 165 NEW HILL                           NC                       27562             11. REMARKS:
City or Town                State                    Zip Code            BENTONITE SEAL FROM 20.0 TO 23.0 FEET Area code - Phone number
: 5. WELL DETAILS:                                                                    100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1SA NCAC2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OF THIS RECOA HAS 13EENPRO'Vp&D TOTHE WELL OWNER.
: a. TOTAL DEPTH:            40.0 FEET
: b. DOES WELL REPLACE EXISTING WELL?                        YES 0         NO K]
SIGNATURE OF CERTIFIED WEL
* 1'1*       R          DATE
: c. WATER LEVEL Below Top of Casing:                  19.0            FT.            JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                        Rev 7/5S

NON RESIDENTIAL                            WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:                                                                                                                  FT. Above Land Surface*
: d. TOP OF CASING IS 0.0 JERRY WATKINS                                                                         'Top of casing terminated al/or below land surface may require a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name
: e. YIELD (gpml: N/A                     METHOD OF TEST N/A GEOLOGIC EXPLORATION, INC.
: f. DISINFECTION: Type N/A                            Amount       N/A Well Contractor Company Name STREET ADDRESS            176 COMMERCE BLVD                                         g. WATER ZONES (depth):
From_           To_     _           From_            To STATESVILLE                  NC                        28625 From_           To_                 From_            To City or Town          State                     Zip Code From_           To     -            From       -     To 704       - 872-7686 Area code- Phone number                                                         6. CASING:                                                 Thickness/
: 2. WELL INFORMATION:                                                                                      Depth                Di.mer          Welohl           Material To 40.0       FI,. 2sI                CI411          PVC SITE WELL ID#(if applicable)_ GW-74                                                    From 0.0 STATE WELL PERMIT#(it applicable)                                                      From _           To _          Ft._
From_         _ To             Ft._
DWQ or OTHER PERMIT #(if applicable)_
: 7. GROUT:           Depth                    Material                       Method WELL USE (Check Applicable Box) Monitoring Q Municipal/Public 0 Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection D                             From 0.0         To 20.0       Ft. Portland Bentonite            SLURRY Irrigationo    Other 0 (list use)                                                      Fromn       _    To_     _     Ft.
From       -     To_           Ft.
DATE DRILLED 10/02/09
: 8. SCREEN:           Depth            Diameter          Slot Size         Material TIME COMPLETED                                     AM D PM D From 40.0        To 60.0       Ft. 2.0       in.  .010       in. PVC
: 3. WELL LOCATION:
From_            To            Ft.           in. _          in.
CITY: NEW HILL                             COUNTY WAKE From             To_           Ft.           in. _          in.
SHEARON HARRIS ROAD 27562
: 9. SAND/GRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Depth                             Size             Material TOPOGRAPHIC / LAND SETTING:
From 25.0         To 60.0       Ft. 20-40           FINE SILICA SAND DSIope 0Valley OFlat -Ridge D Other From              To_           Ft.____
(check appropriate box)
From              To            Ft.
LATITUDE                     _                            May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                  in a decimal format From          To                          Formation Description Latitude/longitudesource: DGPS oTopographic map                                   0.0              15.0               AIR KNIFE (location of well must be shown on a USGS topo map and                        15.0             18.0               RED SILT attachedto this form if not using GPS)                                      18.0             20.0               ORANGE CLAY
: 4. FACILITY- is the name of the business where the well is located.                  20.0             60.0               RED MUDSTONE FACILITY ID #(if applicable)
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                       NC                              27562 City or Town                 State                           Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS PO BOX 165 NEW HILL                          NC                         27562             11. REMARKS:
City or Town                State                     Zip Code            BENTONITE SEAL FROM 20.0 TO 25.0 FEET Area code - Phone number
: 5. WELL DETAILS:                                                                    I 00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15AdAC 2C. WELL COI&TRUCTION STANDARDS, AND THAT A COPY OF THIS RE.D HAS BEEN PlOEDED TO T1E WELL 0 WilER.
: a. TOTAL DEPTH:          60.0 FEET 10(26109
: b. DOES WELL REPLACE EXISTING WELL? YES D                               NO M SIGNATURE OF CERTIFIED WELL CONTRACTOR                                         DATE
: c. WATER LEVEL Below Top of Casing:                 25.0             FT.             JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
Form GW-lb 1617 MalI Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                              Rev. 7/05

NON RESIDENTIAL                           WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 2452
: 1. WELL CONTRACTOR:
: d. TOP OF CASING IS 0.0                    FT. Above Land Surface' JERRY WATKINS
                                                                                               *Top of casing terminated at/or below land surface may require Well Contractor (Individual) Name                                                         a variance in accordance with 15A NCAC 2C .0118.
GEOLOGIC EXPLORATION, INC.                                                           e. YIELD (gpm): N/A                  METHOD OF TEST N/A Well Contractor Company Name                                                          f. DISINFECTION: Type N/A                           Amount        N/A STREET ADDRESS              176 COMMERCE BLVD                                          g. WATER ZONES (depth):
From_           To-               From_            To STATESVILLE                     NC                        28625 City or Town From     _      To      _         From_            To State                     Zip Code From_           To_               From_            To (704        - 872-7686 Area code- Phone number                                                           6. CASING:                                             Thickness/
: 2. WELL INFORMATION:                                                                                       Depth                Diameter      Weioht           Material From 0.0        To 30.0       Ft. 2 INCH           scM40           PVC SITE WELL ID #(if applicable) GW-75 STATE WELL PERMIT#(if applicable).                                                      From      -     To       -    Ft._
From_           To_           Ft._
DWQ or OTHER PERMIT #(if applicable)_
WELL USE (Check Applicable Box) Monitoring 9- Municipal/Public c                         7. GROUT:         Depth                  Material                       Method Industrial/Commercial ]         Agricultural LI Recovery [] Injection 0                     From 0.0        To 20.0       Ft. Portland Bentonile          SLURRY Irigation] Other 0 (list use)                                                           From     _      To_           Ft.
From      -     To_           Ft.
DATE DRILLED 09130109
: 8. SCREEN:         Depth            Diameter       Slot Size          Material TIME COMPLETED                                        AM E]      PM E]
From 30.0       To 50.0       Ft. 2.0     in. .010        in. PVC
: 3. WELL LOCATION:
From            To_           Ft.         in. _     _in.
CITY: NEW HILL                                COUNTY WAKE From_           To_           Ft.         in. _          in.
SHEARON HARRIS ROAD               27562 (Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)
: 9. SAND/GRAVEL PACK:
Depth                            Size           Material TOPOGRAPHIC / LAND SETTING:
From 25.0        To 50.0       Ft. 20-40         FINE SILICA SAND LISlope []Valley DFlat LIRidge [] Other From             To_           Ft.
(check appropriate box)
From             To_           Ft._
LATITUDE                       _                              May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                     in a decimal format From         To                        Formation Description Latitude/longitude source: ciGPS                   oTopographicmap                   0.0            11.0               AIR KNIFE (location of well must be shown on a USGS topo map and                          11.0          50.0                RED SILT attachedto this form ff not using GPS)
: 4. FACILITY- is the    name of the business where the well is located.
FACILITY ID #(if applicable)_
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS SHEARON HARRIS ROAD NEW HILL                         NC                              27562 City or Town                   State                           Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS            PO BOX 165 NEW HILL                           NC                          27562             11. REMARKS:
City or Town                 State                      Zip Code            BENTONITE SEAL FROM 20.0 TO 25.0 FEET
(._____
Area code - Phone number I DOHEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
: 5. WELL DETAILS:                                                                       15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECOFSAHAS BEEN PROVIEkFD TO THE WELL OWNER.
: a. TOTAL DEPTH:           50.0 FEET
                                                                                                                     ,,,k     (&I        A                    10/26/09
: b. DOES WELL REPLACE EXISTING WELL?                           YES LI        NO M SIGNATURE OF CERTIFIED WELL CONTRACTOR                                     DATE
: c. WATER LEVEL Below Top of Casing:                    25.0             FT.            JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                                   Form GW-1b 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                             Rev. 7/05

NON            RESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of'Water Quality WELL CONTRACTOR CERTIFICATION # 2452 1.WELL CONTRACTOR:                                                                         d. TOP OF CASING IS 0.0                   FT. Above Land Surface*
                                                                                                   *Top of casing terminated at/or below land surface may require JERRY WATKINS a variance in accordance with 15A NCAC 2C .0118.
Well Contractor (Individual) Name GEOLOGIC EXPLORATION, INC,                                                             e. YIELD (gpm): N/A                METHOD OF TEST N/A Well Contractor Company Name                                                            I. DISINFECTION: Type N/A                      Amount         N/A STREET ADDRESS                 176 COMMERCE BLVD                                         g. WATER ZONES (depth):
From_           To             From_            To STATESVILLE                       NC                        28625 From_          To_             From_            To City or Town              State                     Zip Code From_           To             From             To 704        -_.872-7686 Area code- Phone number                                                             6. CASING:                                          Thickness/
: 2. WELL INFORMATION:                                                                                         Depth              DiAmeter     Weirtht           Malerial From 0.0        To 6.0     Ft._2 I                              PVC SITE WELL ID#t(if applicable)            GW-76 STATE WELL PERMIT#(if applicable)_                                                         From_           To_        Ft._
From_           To_        Ft._
DWQ or OTHER PERMIT #(if applicable)_
: 7. GROUT:          Depth               Material                      Method WELL USE (Check Applicable Box) Monitoring Ql Municipal/Public 3 Industrial/Commercial [I           Agricultural 0 Recovery [3 Injection El                     From 0.0        To 1.0     Ft. Portland Bentonite          SLURRY IrrigationO3     Other  0   (list use)                                                     Fromm_          To_      _ Ft.
From      -     To     _ Ft.
DATE DRILLED 10/02/09
: 8. SCREEN:         Depth           Diameter      Slot Size          Material TIME COMPLETED                                           AM 0        PM O From 6.0        To 11.0    Ft. 2.0     in. .010        in. PVC
: 3. WELL LOCATION:
From _          To_        Ft.         in. _           in.
CITY: NEW HILL                                   COUNTY WAKE From_           To         Ft.         in. _      _in.
SHEARON HARRIS ROAD 27562
: 9. SAND/GRAVEL PACK:
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Depth                        Size           Material TOPOGRAPHIC ? LAND SETTING:
From 4.0        To 11.0     Ft. 20-40        FINE SILICA SAND O-ISlope OValley O]Flat *Ridge C] Other (check appropriate box)                                                        From            To      _   Ft.
From            To_         Ft._
LATITUDE                                                        May be in degrees, minutes, seconds or
: 10. DRILLING LOG LONGITUDE                                                        in a decimal format From          To                      Formation Description Latitude/longitude source: oGPS                       c Topographic map               0.0             6.0               AIR KNIFE (locationof well must be shown on a USGS topo map and                           6.0             11.0              RED SILT/BROKEN UP ROCK attachedto this form if not using GPS)
: 4. FACILITY-       is the name of the business where the well is located.
FACILITY ID #(if applicable)_                       _                 _
NAME OF FACILITY SHEARON HARRIS NUCLEAR PLANT STREET ADDRESS                SHEARON HARRIS ROAD NEW HILL                            NC                               27562 City or Town                      State                           Zip Code CONTACT PERSON PROGRESS ENERGY MAILING ADDRESS                 PO BOX 165 NEW HILL                              NC                         27562             11. REMARKS:
City or Town                   State                      Zip Code           BENTONITE SEAL FROM 1.0 TO 4.0 FEET Area code - Phone number I00 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
: 5. WELL DETAILS:                                                                          15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOF HAS BEEN PROVIDED TO THE WELL OWNER.
: a. TOTAL DEPTH:              11.0 1    *JLA                    1     F.. a                 10/26/09
: b. DOES WELL REPLACE EXISTING WELL? YES 0                                     NO Dl SIGNA.TURE O CERTIFIED                                       R           DATE
: c. WATER LEVEL Below Top of Casing:                       6.0              FT.            JERRY WATKINS (Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,                                                                    Form GW-lb 1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. (919) 733-7015 ext 568.                                                                              Rev. 7/05

ss.                       Cooling Tower Blowdown Line Supplemental GroundwaterAssessment Report Shearon HarrisNuclear PowerPlant December 2009 Appendix C Sample Log Forms

Groundwater Monitoring Log Groundwater Sample Identification:
Sample Date:                  Io- 13 o0i Sample Analysis:       Tr;-'T,*.                   Sampled by: D           /
3O-> [,,               Groundwater Quality Parameters Time of        Temperature Conductivity                pH            Depth to       Flow Rate Reading             (0 C)           (pS/cm)      (pH units)         Water (ft)        (ml/min)
O .F -773                                       ;-                            "
iLO
         -         _2      _,          St"573         '7. L4i-,                      _______
Sample Time:         IG ;'2_0                    Initial water level:
Operability Check (Indication in ft) _                                BladderPump Settinqs a-Final Depth to Water: _          _        ,_5      _               Discharge Time:- J*.
b-Depth to Water (at time of 1 st reading):     3.),3                Fill Time:        _    _ _ _  _
a-b=Drawdown (D):                 )2.,2q-Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):            i 360SO j 4" Well: D x (2468    ml/ft):
GroundwaterVolume Purged (GVP)
Final tim e):
Flow Rate   (ml/min) x Purge Time (minutes between C, -75 "Q A-'                                  *0 *t = I1' reading and sample
                                                          /.;.
GVP > CVP:                 NO)
Comments:
Gamma Result (pici/ml):
Tritium Result (.tci/ml):                                           Count Room No.:
Reviewed by:                                                        Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               C T5 D - M         U  12, Sample Date:                       D-~ is- 0'1 Sample Analysis:        *ti:.                            Sampled by: .io                          y4c5'.
   &#xfd;el         4-0V     Groundwater Quality Parameters Time of       Temperature Conductivity                    pH               Depth to      Flow Rate Reading            (0C)                (pS/cm)       (pH units)            Water (ft)      (ml/min)
S T    '5,    i                                       a       v  _       _*ri   _
0___ Ltj0                       ____                  lo0',OL
_5___4_,:-_                 _T___     ____                Thq     I           (3,.f&#xfd;(             -5 Sample Time:           L'                            [initial water level:           C-. 1 Operability Check (Indicationin ft)                                           BladderPump Settinas a-Final Depth to Water:                              (I__,__k               Discharge Time:
b-Depth to Water (at time of 1 st reading):          9,76                    Fill Time:
a-b=Drawdown (D): _             _t_0_
Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):     _-______
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between                     1 st reading and sample time):
GVP > C'VP:(YE&#xfd;SjI NO!,                  .) (.         )*
Comments:                  NO--        -4 ct Gamma Result (pci/ml):
Tritium Result (pci/ml):                                                    Count Room No.:
Reviewed by:                                                               Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:                T OD               M W) V'3 Sample Date:               10-~ 13-01 Sample Analysis:                iT-t ;    -                Sampled by: DJ &J,/                    4, SrD-             Groundwater Quality Parameters Time of    Temperature Conductivity                             pH         Depth to      Flow Rate Reading           (OC)               (PS/cm)              (pH units)       Water (ft)      (ml/min) 7,2G2         2-0,07               2-_36-/                                              9. 00-___
17J9T 0       ac), 0                                    _-_t_                  (,'7 5-      -7L7-Sample Time:       1 -2:"/'tO                            Initial water level:      Ii 6 '3 Operability Check (Indication in ft)            -                            Bladder Pump Settings a-Final Depth to Water:                 t6,7                                Discharge Time:,
b-Depth to Water (at time of Ist reading):              .1,6 3              Fill Time:
a-b=Drawdown (D):                      I, (
Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):                 1 "-3 4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1 St reading and sample time):          55 ,-0 = G L'P GVP > CVP: (E/ I NO)
Comments: ""ou             )'t 6.             .       ,              oqo) +(,10t)t059 -
_f      r?'50 't      I Ozov       --&#xfd;- '&#xfd;i&#xfd; t                 ~S~j6)
Gamma Result (pci/ml):
Tritium Result (Xci/ml):                                                    Count Room No.:
Reviewed by:                                                               Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:                           W 14 A            TE IDVt) iq- 13 Sample Date:            1&#xfd;3  -         0&#xfd; Sample Analysis:_                                Sampled by: .          *-,,9     / ('-.
Groundwater Quality Parameters Time of     Temperature Conductivity                pH           Depth to          Flow Rate Reading           (&deg;C)             (pS/cm)     (pH units)       Water (ft)           (ml/min)
Sample Time:     9f<,tL(u()       I-1t *)      Initial water level:
Operability Check (Indication in ft)                              BladderPump Settinas a-Final Depth to Water:      _ _-_              +-               Discharge Time:
b-Depth to Water (at time of 1st reading):                       Fill Time:
a-b=Drawdown (D):
Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):
4" Well: D x (2468 mllft):
GroundwaterVolume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1 st reading and sample time):
GVP > CVP: (YES / NO)
Comments:                               **. 0*     .          6-e,*-. 6de,d e          '
Gamma Result (ptci/ml):
Tritium Result (pici/ml):                                        Count Room No.:
Reviewed by:                                                    Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:             (L,2 tt,) - MV\A- 1[3 Sample Date:                   t 0- (,- -1 Sample Analysis:                                       Sampled by: 0,Eck,. w&k    /,M.          -
Oct 2:1 1i          Groundwater Quality Parameters Time of     Temperature Conductivity                      pH            Depth to       Flow Rate Reading          (0C)          (pS/cm)              (pH units)         Water (ft)       (ml/min) 1-)
Sample Time:        I(:oo                            Initial water level:
Operability Check (Indication in ft)       ,.-     .-                   Bladder Pump Settings, a-Final Depth to Water:                  t                             Discharge Time:
b-Depth to Water (at time of 1 st reading)PK,          C               Fill Time:
a-b=Drawdown (D):___              ______
Casing Volume Purged(CVP)           ,....
2" Well: D x (613 ml/ft): _     _       _       _
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged(GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between                1 st reading and sample time):
GVP > CVP: (YES l NO)    g Comments:                                   ,                                   I2).
q 3' 0Q          Vr Gamma Result (ptci/ml):
Tritium Result (pci/ml):                                               Count Room No.:
Reviewed by:                                                         Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:                  CT D    2 ' lvkt4) (
c~
Sample Date:
Sample Analysis:                                      Sampled by: a C                 tr       /      ;,iifq" Groundwater Quality Parameters Time of        Temperature Conductivity                  pH                Depth to           Flow Rate Reading           (OC)             (pS/cm)         (pH units)             Water (ift)           (ml/min)
______V                          3                     '7            _   _     _        _    _    _
Saompl Tim7,:                      5-Iiq            ti-a we          v6 1Sample Time:           ('OW                        Initial water level:                    ."--f Operability Check (Indication in ft)                                       BladderPump Settinqs a-Final Depth to Water:      __,__        I       6                       Discharge Time:
b-Depth to Water (at time of 1t reading):            L-,&#xfd;1                 Fill Time:
a-b=Drawdown (D):_           _         _      _     _
Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):             '7_____
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between I" reading and sample time):
GNVP > C VP7E I NO)
Comments: y/&#xfd;&#xfd; (JO+/-,   7~iN A                                  'i I'i'9-( 4j        %(10 )       (~
2JLc?50     -(     2 (,-   4              -t f It S            4. -L70&#xfd;d t'&#xfd; 317-5 ::      r-&#xfd;, VP Gamma Result (pci/ml):
Tritium Result (jaci/ml):                                                 Count Room No.:
Reviewed by:                                                            Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               MWl b         0    (0GW-73)
Sample Date:              (0 _ _31 0C(
Sample Analysis:      I ,                                 Sampled by:) )        J-         /   'k'
  *,*" ?OAP-          Groundwater Quality Parameters Time of    Temperature Conductivity                         pH           Depth to      Flow Rate Reading          (&deg;C)              (pS/cm)              (pH units)        Water (ft)     (ml/min)
_    t
_____       _    '_*_    _                                        _           j6-3 J__-_     k 7 5-OCq (3'i3)  4?    1(i-        v.k ;40__-_
_  2, 7i         76)
SmlTm            16.*t                                 n*itial w        Le       ,-t 7-    7,0 Sample Time:      OqOInitial                                     water level:    j-7,-70 Operability Check (Indication in ft)          -2.,7-7                       Bladder Pump Settings a-Final Depth to Water:                                                    Discharge Time:
b-Depth to Water (at time of 1st reading):             ?. 70              Fill Time:
a-b=Drawdown (D):                     3, 07 Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):    __           _
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1t reading and sample time):
GVP > CVP: (*'ESS/ NO)
Comments:.' &#xfd;                      Z.,)    - (*?      73)
Z~((YO                5,Lo      z(&t/
Gamma Result (pci/ml):
Tritium Result (pci/ml):                                                   Count Room No.:
Reviewed by:                                                             Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:
Sample Date:
Sample Analysis:      \ V_ "lt_&#xfd; V .11              Sampled by:     T*      -*'       ,,,    -
Groundwater Quality Parameters Time of     Temperature           Conductivity         pH           Depth to      Flow Rate Reading          (&deg;C)                (pS/cm)     (pH units)        Water (ft)      (ml/min)
Sample Time:            6-: LtC                   Initial water level:       i"-O, t Operability Check (Indication in ft)                                 BladderPump Settings a-Final Depth to Water:       _"____,                               Discharge Time:
b-Depth to Water (at time of 1 sL reading):                         Fill Time:
a-b=Drawdown (D):
Casing Volume Purged(CVP) 2" Well: D x (613 ml/ft):
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1st reading and sample time):
GVP > CVP: (YES / NO)
Comments:                              e V js(L1/2'C          o-  e                               _ ','7,l,-'-
Gamma Result (pci/ml):
Tritium Result (pci/ml):                                            Count Room No.:
Reviewed by:                                                      Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:                        GW~75 Sample Date                      to - ,-t - 06t
(
Sample Analysis:               '    ,                        Sampled by:        C waJV (x-. S     -,c-
  &#xfd;,,Y "   (,( ltl.4      Groundwater Quality Parameters Time of         Temperature         Conductivity              pH           Depth to     Flow Rate Reading               (0C)             (pS/cm)           (pH units)       Water (ft)      (ml/min)
C2.*- 0 -O, ot                   io --112           '7, Oo'         (' _,0 .       17 - -
______.                                    **                7.
____.___ "       _______          7.
i 1- 40                     1-                            -7,                z'7,-
                                                                                    . 0       -7_      _
Sample Time:         (Z .t*tO                             Initial water level:
Operability Check (Indicationin ft)                                          Bladder Pump Settincas a-Final Depth to Water:                            (__..____                Discharge Time:
b-Depth to Water (at time of Ist reading): lit                              Fill Time:
a-b=Drawdown (D):                          C9 . 7-Casing Volume Purged(C VP) 2" Well: D x (613 ml/ft):        _       _       _    _
4" Well: D x (2468 ml/ft):_
GroundwaterVolume Purged(G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1st reading and sample time):
GVP > CVP. (VE&sect;S,,{!NO)
Commnts                                &#xfd;ip 2';       **?'<"-;g                . tz7*
Gamma Result (&#xfd;tci/ml):
Tritium Result (pci/ml):                                                   Count Room No.:
Reviewed by:                                                               Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:
Sample Date:                   to - iL&#xfd;-10 C(
Sample Analysis:         IV-,T  ,d*                  Sampled by: 0.6,-LJ!5 /MI S.,7 1  34&#xfd;0,)4          Groundwater Quality Parameters Time of     Temperature Conductivity                    pH            Depth to      Flow Rate Reading          (0C)              (pS/cm)        (pH units)         Water (ft)        (ml/min) t61t         ___     O                             6t.75-I                              _T 1b:
I____    "                                        C.,
GjII          __H43_.6 Sample Time:           1,                          Initial water level:
OperabilityCheck (Indication in ft)                                    BladderPump Settings a-Final Depth to Water:                     ,6  /                    Discharge Time-b-Depth to Water (at time of 1 st reading):        C' k(             Fill Time:       __,_
a-b=Drawdown (D):__                  __      ___
Casing Volume Purged (CVP)                2 2" Well: D x (613 ml/ft):    _   _D  _
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged(G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between              1 st reading and sample time):
GVP > cvP: E           NO)
Comments:                              Y.--      4 (Z-+9_-
                                               ;)4
                                                  -CL 0                 UV Gamma Result (.tci/ml):
Tritium Result (pci/ml):                                            Count Room No.:
Reviewed by:                                                        Review Date:_
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater.Sample Identification:                           (YI[A) t0 Sample Date:                il         o      cQ                        _   ___c Sample Analysis:        1     tr i           -*        __Sampled by:_,
Groundwater Quality Parameters Time of    Temperature            Conductivity                   pH              Depth to     Flow Rate Reading          ( 0 C)               (pS/cm)                (pH units)          Water (ft)     (mI/min)
______             /3/40
___        _             S t 530__
                                                     .......      (I6,7           ____
_l______(!;
Uo,                   5&#xf7;---+7 7    .....                                  /W, V,  T    ,:
Sample Time:                                                 Initial water level:
OperabilityCheck (Indication in ft)                                               BladderPump Settings a-Final Depth to Water:                  L'0,                                    Discharge Time:_
b-Depth to Water (at time of Is' reading): 14.6.T                                Fill Time:
a-b=Drawdown (D): .....             ..... -          __7 Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft):               *-ct 4" Well: D x (2468 ml/ft):_....
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between Ist reading and sample time):        ( -25 GVP > CVP: YL            NO)
Comments:
Gamma Result (ptci/ml):
Tritium Result (pci/ml):_           _          __                                Count Room No.:
Reviewed by:                                                                   Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               MyI W) t Sample Date:         N)0 0 1, 2,0)
Sample Analysis:          Or'-T: ,_-         .    -Sampled         by:.*         td Groundwater Quality Parameters Time of      Temperature Conductivity                    pH            Depth to       Flow Rate Reading            (0C)             (pS/cm)           (pH units)        Water (ft)       (mi/min) 0-7__  _   _       t13 --L-77                             ?74#         __     _-          .... ____
_6_171*                O_4,                 1__*_                  ,,_   _7_1__
O iO....... 1776                     0.                   16_7____    _      _   _          i        _
7    9 -7       0a                            e,      5_'_%      1         0 Sample Time:        01                        -        I1
                                                      &#xfd;nitial water level:        .9.
Operability Check (Indication in ft)                                     Bladder Pump Settinas a-Final Depth to Water:              _ ft),   C6                        Discharge Time:
* _
b-Depth to Water (at time of 1st reading):           6,  K              Fill Time:
a-b=Drawdown (D): _                  _   1 _
Casing Volume Purged (CVP) 2": Well:. D x (613 ml/ft):             F0_If 4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between 1st reading and sample time):                 20 7 GVP > CVP: (YE9// NO)
Comments:                                          +(
hf~   4    t 6 Gamma Result (&#xfd;tci/ml):
Tritium Result (lici/ml):_..       . ...                                Count Room No.:_
Reviewed by:                                                           Review Date:             _
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               YV\k,) [.L-Sample Date-               q - !-    0 cf Sample Analysis:         \                        _ Sampled by:,         _      __
Groundwater Quality Parameters Time of      Temperature        Conductivity         pH              Depth to     Flow Rate Reading           (0C)            (pS/cm)         (pH units)        Water (ft)      (ml/min)
Y1 t ,t*1' 11                                                       ",q,,o               tap      [0.9 Sapl1Tme              t719 "                      Iia                                    too Sample Time:          1   2Initial                       water level:             77 OperabilityCheck (Indication in ft)                                   BladderPump Settings a-Final Depth to Water:                 tollI                        Discharge Time:.
b-Depth to Water (at time of 1" reading): 1i5*S                      Fill Time:
a-b=Drawdown (D):
Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft):     ,I     CV--
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between Is' reading and sample q(G     O,&#xfd;VPdYE       ,NO)
  "-omment's: \J Gamma Result (ptci/ml):_
Tritium Result (pci/ml):__________________                          Count Room No.:
Reviewed by:                                                       Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               MW xvt Sample Date______       v_             _O___
tlASS t*_L*___
Sampled b y:
Sample Analysis:              .... ...
                                    ..       ______Sampled by:,
Groundwater Quality Parameters Time of       Temperature Conductivity                 pH             Depth to      Flow Rate Reading            (OC)            (pS/cm)         (pH units)        Water (ft)      (ml/min)
______~C                    L(1(p6                                        ___
0~5 qQ.V!;                                              (),. 733                   j      O Sample Time:                                      Initial water level:
Operability Check (Indication in ft)                                  Bladder Pump Settings a-Final Depth to Water:               rg,"3 "                       Discharge Time:         /
b-Depth to Water (at    time of   1 reading):
st              fr,,9            Fill Time:         __LLL a-b=Drawdown (D):                   0. 6 e2, Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft): __3__70                _
4" Well: D x (2468 ml/ft):
GroundwaterVolume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between             1 st  reading and sample time): &Y74              )
GVP.>CVP:-ES             NO)
Comments:
Gamma Result (pci/ml):
Tritium Result (ltci/ml):                                           Count Room No.:
Reviewed by:                                                       Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:
Sample Date:                 I          0
_       0   (C(, 30 Sample Analysis-          &#xfd;-TE* ~JA               .Sampled by:_..**4&#xfd;i.
Groundwater Quality Parameters Time of       Temperature     Conductivity         pH           Depth to     Flow Rate Reading          (&deg;C)           (pS/cm)       (pH units)        Water (ft)    (ml/min)
______________ -~
Sample Time.                                    Initial water level:
OperabilityCheck (Indication in ft)                                BladderPump,Settings a-Final Depth to W ater:                         -------          Discharge Time: ......
b-Depth to Water (at time of 1 st reading):                       Fill Time-a-b=Drawdown (D): .....
Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft):
4" Well: D x (2468 ml/ft):
Groundwater Volume Purged(G VP)
Final Flow Rate (mltmin) x Purge Time (minutes between 1s reading and sample time):
G VP > CVP: (YES / NO)
Comments:
Gamma Result (ptci/ml):
Tritium Result (pci/ml):                                          Count Room No.:
Review Date:
Reviewed by:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:              [A W tb" Sample Date:                   1i / 91/oc Sample Analysis     _   _   _-    _-            _ _- S
                                               ...    - a m p le d b y : -   L. Pt Groundwater Quality Parameters Time of       Temperature Conductivity                  pH                Depth to      Flow Rate Reading            (00)            (pS/cm)         (pH units)            Water (ft)      (mli/min)
     ,,0 <q*               Z           o (, 4.               ,...ti                           (
1 "r,                                 Li3*2                                        _      _0 Sample Time:             10"3!5-                   Initial water level:             I Operability Check (Indication in ft)                                       Bladder Pump Settings a-Final   Depth to Water: _________                                      Discharge Time:
b-Depth to Water (at time of 1 st reading):       16.7                    Fill Time:
a-b=Drawdown (D):                     Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft):            4" Well: D x (2468 ml/ft):.
GroundwaterVolume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between                  1 St reading and sample time):       e GVP>CVP: ES t NO)
Comments:
Gamma Result (ptci/ml):
Tritium Result (tAci/ml):                                               Count Room No.:
Reviewed by:                                                           Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:               MW      t6 Sample Date:                     "  -  U3J "1 Sample Analysis:          I v,4 V                   Sampled by:                  o....
Groundwater Quality Parameters Time of     Temperature Conductivity                  pH           Depth to       Flow Rate Reading           (0C)            (pS/cm)         (pH units)        Water (ft)      (mllmin)/m o..__   _   .. 7,%                ,167                            (?             17 0Ctotf                          o7f q,67                               -73            O Sample Time:      0 9?*7-                         Initial water level:       i Operability Check (Indication in ft)                                 BladderPump Settings a-Final Depth to Water.:               6.6                          Discharge Time:-
b-Depth to Water (at time of 1 st reading): /&1,'3                  Fill Tim e:          1- jA -"
a-b=Drawdown (D):                  c0,4?
Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft): _      _     _    _  _
4" Well: D x (2468 mi/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between 15t reading and sample time):         4750 GVP>CVP7.z"Ej NO)
Comments: ____
Gamma Result (&#xfd;tci/ml):
Tritium Result (pici/ml):                                          Count Room No.:
Reviewed by:                                                       Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification.              GC            - &#xfd; Sample Date:                   l, (-     0-_O Sample Analysis:         A2-L . j ^--                   Sampled by:             I&
Groundwater Quality Parameters Time of     Temperature          Conductivity             pH                 Depth to     Flow Rate Reading             (&deg;C)            (PS/cm)          (pH units)              Water (ft)     (ml/min)
                                                  -.4              -4
___i Sample Time:
Operabilitv Check (Indication in ft)
                                      -                 K__I______
                                                      .Initial water level:
BladderPump Settings a-Final Depth to Water:                                                      Discharge Time:_        _
b-Depth to Water (at time of Ist reading):                                   Fill Time:
a-b=Drawdown (D):,__
Casing Volume Purged (CVP) 2" Well: D x (613 ml/ft):
4" Well: D x (2468 mltft):
Groundwater Volume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between                     1 St  reading and sample time):
GVP> CVP: (YES I NO)
Comments:-.           .     .        J s 4 2e                   !     o'/"            po")
Gamma Result (pci/ml):_
Tritium Result (tici/ml):                                                  Count Room No.:
Reviewed by:                                                              Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:
Sample Date:              If- Li? 1,       -
Sample Analysis:        ... _i,                     Sampled by-        1-Groundwater Quality Parameters                              T Time of    Temperature         Conductivity          pH            Depth to  I    Flow Rate Reading           (OC)            (pS/cm)    I   (pH units)        Water (ft)         (mI/min)
_____2:  _      _T"_   )733        0,&#xfd;                                               9___,
Samp le         LT,1 0           (&#xfd;'                                    q'   1wr, Sample Time:         t6 ,, 0                     Initial water level:      fo'~
Operability Check (Indication in ft)                                 Bladder Pump Settings a-Final Depth to Water:               12'.L,                       Discharge Time:            I b-Depth to Water (at time of 16t reading): 1z, or&                  Fill Time:          L) I_-
a-b=Drawdown (D):                0.. O Casing Volume Purged (CVP) 2" Well: D x (613. ml/ft): _        0 _       _
4" Well: D x (2468 mlI/ft):
GroundwaterVolume Purged (G VP)
Final Flow Rate (ml/min) x Purge Time (minutes between            1 st reading and sample time):
GVP> CVP:       -       NO)
Comments:
Gamma Result (&#xfd;tci/ml):_
Tritium Result (pci/ml):                                          Count Room No.:
Reviewed by:                                                      Review Date:
Environmental Supervisor or Designee

Groundwater Monitoring Log Groundwater Sample Identification:           \,
Sample Date:                     C?
0I-Sample Analysis:__-1              ___________Sampled by:.          t1,5 Groundwater Quality Parameters Time of     Temperature Conductivity                pH           Depth to    Flow Rate Reading            (0C)          (pSicm)       (pH units)        Water (ft)   (ml/min)
                           . ...... (.,
E-3,(&#xfd;-          1,090' 13            ..G*7,/*          -_
7, 11       T*
Sample Time:        i                          Initial water level:      -'7.1 OQerability Check (Indicationin ft)                               BladderPump Settings a-Final Depth to Water:                 ', f                     Discharge Time:     1 4 b-Depth to Water (at time of 1t reading): 7, I                   Fill Time:       k/   T a-b=Drawdown (D):                       -
Casing Volume Purged (CVP) 2" Well: D x (613 mlt/ft)          4" Well: D x (2468 ml/ft):_
Groundwater Volume Purged (GVP)
Final Flow Rate (ml/min) x Purge Time (minutes between I reading and sample time):      _e6 ,
GVP > CVP:.2,          I-_NO)                                _         _     __'
Comments:
Gamma Result (ptci/ml):
Tritium Result (I.ci/ml):                                        Count Room No.:_
Reviewed by:                                                    Review Date:_
Environmental Supervisor or Designee}}