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HomeMy WebLinkAboutWI0400035_Monitoring (Report)_20110225Quarterly HRC Monitoring Report Fairchild Industrial Products Company Winston-Salem, North Carolina Kleinfelder Project No. 97626 Copyright 2011 Kleinfelder All Rights Reserved ON _Y THE CLIENT OR ITS DESIGNATED REPRESENTATIVES MAY USE THIS DOCUMENT AND ONLY FOR THE SPECIFIC PROJECT FOR WHICH THIS REPORT WAS PREPARED. KL EINFELOER \ Bright People. Right Solutions. February 14, 2011 File No. 97626 1 GS011 R023 Mr. Qu Qi UIC Program North Carolina DENR - DWQ 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Reference: Quarterly HRC Monitoring Report Fairchild Industrial Products Company Winston-Salem, North Carolina Site ID No. NONCD 0001700 Dear Mr. Qi: R C�iV t� I DENR I DWQ AQUSFFR os�nY�['TIDN S�C�IQH FEB 2 5 201i Kleinfelder is pleased to provide our quarterly monitoring report for the Underground Injection Control (UIC) Permit for treatment of groundwater with Hydrogen Release Compound (HRC) at the referenced site. Enclosed is a copy of the report for your review. Should you have any questions regarding this information, please do not hesitate to contact our office. Very truly yours, KLEINFELDER SOUTHEAST, INC. Christopher W. Hay, E.I., SM Environmental Group Manager Annamarie Blauser Staff Professional I CW H/TMS:cas Enclosure 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1 336.668,0093 f 1336.668.3868 REMEDIATING PARTY CERTIFICATION STATEMENT (.0306(b)(2)): "I certify under penalty of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material and information contained herein is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for willfully submitting false, inaccurate or incomplete information." A» drPi,- C Mve kl (Name of Remediating Party Official) * G".e� gat-'L ' * 21 JG 112-0 r (Signature of Remediating Party Official) Date *NOTE. The RSM certifies all documents LAST. Failure to do so is a violation of 15A NCAC 13C .0306(b)(2) of the REC Rules and subject to possible enforcement action against the REC and/or RSM. L 5 i � t - G to MgI Fli(Enter State) W KI-Vt N(;i 0 N COUNTY I,Q��. a Notary Public of hereby certify that did before me this the day of Notary Public (signature) (OFFICIAL SEAL) My Commission Expires My commission expires: 302p11 G-2 said County and State, do personally appear and sign North Carolina Department of Environment and Natural Resources Division of waste Management Superfund Section Inactive Hazardous Sites Branch REGISTERED SITE MANAGER DOCUMENT CERTIFICATION STATEMENT (.0306(b)(1)): "I certify under penalty of law that I am personally familiar with the information contained in this submittal, including any and all supporting documents accompanying this certification, and that the material and information contained herein is, to the best of my knowledge and belief, true, accurate and complete and complies with the Inactive Hazardous Sites Response Act G.S. 130A-310, et seq, and the remedial action program Rules 15A NCAC 13C .0300. I am aware that there are significant penalties for willfully submitting false, inaccurate or incomplete information." (Name of Regispr4d Site Manager) (Signature of Site Manager) Iw * (Enter State) G W COUNTY * 2�23�11 Date I, S. &46ra , a Notary Public of said County and State, do hereby certify that UriS Itja, did personally appear and sign before me this day, produced propel Identification in the form of 'i7P.c�dla�.�ledc, was duly sworn or affirmed, and declared that, he or she is the duly authorized environmental consultant of the remediating party of the property referenced above and that, to the best of his or her knowledge and belief, after thorough investigation, the information contained in the above certification is true and accurate, and he or she then signed this Certification in my presence. WITNESS my hand and official seal this _Cr"_ day of My commission expires: 031,28120l . Document Certification Form No. DC -11 9b1( atttilio���� STAF ��rrri FICIAL•� �oTAJ •: G S'"�' pUBL1 ' v, TABLE OF CONTENTS 1.0 SITE BACKGROUND................................................................................................1 2.0 RECEPTOR SURVEY...............................................................................................2 3.0 HRC INJECTION.......................................................................................................3 4.0 HRC MONITORING ACTIVITIES..............................................................................5 5.0 GROUNDWATER ANALYTICAL RESULTS.............................................................6 6.0 CONCLUSIONS AND RECOMMENDATIONS.........................................................7 7.0 LIMITATIONS............................................................................................................8 TABLES 1 Injection Well Details 2 Monitoring Well Construction Details 3 Field Analysis Summary 4 Groundwater Analytical Summary (Volatile Organic Acids) 5 Historical Groundwater Analytical Summary (Volatile Organic Compounds) FIGURES 1 Site Location Map 2 Site Survey 3 Surrounding Property Owners Map 4 HRC Injection Locations 5 Historical Average Groundwater Elevations 6 Shallow Groundwater Map 7 Tetrachloroethene Isoconcentration Map APPENDICES A Tetrachloroethene (PCE) versus Time Graphs B Laboratory Report and Chain -of -Custody Document 97626 1 GSO11 R023 Page i of i Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 February 14, 2011 p 1336.668.0093 f 1336.668.3868 1.0 SITE BACKGROUND The street address of the site is 3920 Westpoint Boulevard in the Westpoint Business Park, Winston-Salem, Forsyth County, North Carolina. The site is located on the south side of Westpoint Boulevard and east of Viceroy Drive (Figure 1). Fairchild Industrial Products Company occupies the building. Kleinfelder (previously Trigon Engineering Consultants, Inc.) conducted a Comprehensive Site Assessment (CSA), dated December 11, 1998, which concluded that the volatile organic compounds (VOCs) tetrachloroethene or perchloroethene (PCE), trichloroethene (TCE), cis-1,2-dichloroethene (cis-1,2-DCE), and toluene were detected in soils near the source area. VOCs were detected above North Carolina Title 15A NCAC 2L groundwater standards (NCGWS) in monitoring wells MW-1, MW-2, MW-3, MWA and MW-6. A Corrective Action Plan (CAP) proposing the application of Hydrogen Release Compound (HRC) was prepared to address these constituents. No free product was encountered at the site during the CSA. Both Forsyth County Tax Maps and the 1950 USGS 7.5-Minute Topographic Map, Winston-Salem West Quadrangle indicate a tributary of Salem Creek formerly crossed the western and southern portions of the site flowing to the southeast. No surface water is currently located within 500 feet of the source area. Buried water, power, and natural gas utilities are located along the eastern side of Viceroy Drive running north to south. However, none of these utilities are suspected conduits of contaminant migration or vapor accumulation. The North Carolina Department of Environment and Natural Resources (NCDENR) Groundwater Section approved the CAP in May 2001. The goal of the CAP was to provide details for the remediation of PCE by assuring that known and foreseeable pathways are monitored while natural degradation occurs. The preferred remedial alternative to address soil contamination in the source area was soil vapor extraction (SVE). A SVE system was installed and operated at the site from July 2000 through June 2001. The preferred remedial alternative to address groundwater contamination was the application of HRC. An Administrative Agreement for the REC Program was executed March 3, 2009. A survey of the property was conducted in June 2009. A copy of the survey is included as Figure 2. 976261 GS011 R023 Page 1 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336,668.0093 f 1336.668.3868 2.0 RECEPTOR SURVEY On September 29, 1998, Kleinfelder completed a limited well survey of the site area. The limited well survey reconnaissance consisted of viewing the properties within 1,500 feet of the subject site and talking to available property owners. Water meters were identified at properties havling public water service. Two water supply wells were identified within 1,500 feet of the source area. One of the water supply wells is actively used. The other water supply well is not actively used since the home was connected to municipal water. In November 2005, Kleinfelder updated the well survey by conducting a field reconnaissance of properties and by mailing letters to the property owners within 500 feet downgradient of the site. Letters were sent to five property owners by registered mail. No water supply wells were identified within 500 feet of the site and no water wells were identified within 1,500 feet downgradient (southeast) of the site. However, two water supply wells were identified approximately south-southwest (crossgradient) of the site. Based on the locations of the wells identified, they are not anticipated to be impacted by contaminants at the site. Land use in Westpoint Business Park is primarily commercial and industrial. The majority of the properties in the business park are zoned GI. Zone GI is defined as general industrial. The site is bound to the north by Westpoint Boulevard, to the east by Annapolis Drive, to the south by Sides Mobile Home Court, and to the west by Viceroy Drive. On October 14, 2009, a survey was completed to include areas within .50 miles of the release. The areas within .50 miles north and east of the site generally include industrial properties. Fire hydrants and water meters were observed in these areas. No water supply wells were observed. The areas within .50 miles south and west of the site include residential and industrial properties. This area is on the southern edge of the City of Winston-Salem limits. The properties on the north side of West Clemmonsville Road were annexed by the City of Winston-Salem in September of 2006. According to the Forsyth County GIS, many of the residences consist of homes built more than 30 years ago. Fire hydrants and water meters were observed in the area as well as several water supply wells. Due to the age of the residences and being on the outskirts of the city limits, the properties are likely to have water supply wells. Figure 3 shows the location of the wells observed during the surveys. Several small 97626 1 GS011 R023 Page 2 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1336.668.3868 ponds were also observed in the area and can be seen in the aerial photograph (Figure 3). Water wells identified during the receptor survey are not anticipated to be impacted by the release at the site. 3.0 HRC INJECTION Kleinfelder requested a permit from the Underground Injection Control (UIC) Program of the Division of Water Quality to inject HRC for remediation of groundwater contamination identified during the CSA. The original UIC Program permit expired September 30, 2003. The HRC application plan included collecting groundwater samples prior to application of HRC to provide baseline contaminant levels, drilling injection wells, injecting seven to eleven pounds of HRC per vertical foot in each well, and conducting remedial monitoring. In August 2001, Kleinfelder initiated the first round of HRC injection. HRC injection locations included twenty-nine injection points (IP-1 through IP-29) and six injection wells (IW-1 through IW-6) shown on Figure 4. Four injection points (IP-1 through IP-4) and six injection wells (IW-1 through IW-6) were drilled inside the facility to depths ranging between 24.5 and 35.0 feet below the ground surface. Seven pounds of HRC per vertical foot were placed in each borehole and injection well inside the facility. Ten injection points (IP-5 through IP-14) were drilled in the parking area downgradient of MW-6 and upgradient of MW-7 to depths of approximately 30 feet below the ground surface. Seven pounds of HRC per vertical foot was placed in each borehole. Fifteen injection points (IP-15 through IP-29) were drilled upgradient of the source area to depths ranging between 23 and 35 feet below the ground surface. Eleven pounds of HRC per vertical foot were placed in injection points IP-15 through IP-29. Five quarters of groundwater sampling and corrective action monitoring were completed following the injection of HRC into groundwater at the site. Following the November 2002 sampling event, Kleinfelder recommended additional HRC application in the vicinity of MW-7, MW-9, MW-10, and MW-13. Kleinfelder requested a second permit from the Underground Injection Control (UIC) Program of the Division of Water Quality to inject additional HRC. The second UIC Program permit was effective through November 30, 2006. This HRC application plan included converting monitoring wells MW-6, MW-14, and MW-15 into injection wells, drilling additional injection wells, 97626 1 GSO11 R023 Page 3 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1336.668.3868 injecting seven pounds of HRC per vertical foot in each well, and conducting remedial monitoring. On March 11, 2004, Kleinfelder mobilized to the site to begin the installation of the additional injection wells and points. HRC injection locations included twenty-one injection points (IP-30 through IP-50), three new injection wells (IW-7, IW-8, and IW-9), and the conversion of three existing monitoring wells (MW-6, MW-14, and MW-15) to injection wells (IW-10, IW-11, IW-12). Fifteen injection points (IP-30 through IP-44) and six injection wells (IW-7 through IW-12) were drilled inside the facility to depths ranging between 25 and 35 feet below the ground surface. Seven pounds of HRC per vertical foot was placed in each borehole with the exception of IW-10 and IW-11 in which four pounds of HRC per vertical foot were placed. Six injection points (IP-45 through IP-50) were drilled in the parking area downgradient of MW-6 and upgradient of MW-7 to depths of 40.0 feet below the ground surface. Seven pounds of HRC per vertical foot were placed in each borehole. The injection locations are shown on Figure 4. HRC injection was completed in March of 2004. Kleinfelder submitted a request to modify and renew the UIC Program permit. The request included augmenting the injection well system in the vicinity of MW-9 and MW-11, injecting additional HRC, and conducting remedial monitoring. A permit was issued by the UIC Program on June 30, 2010 and is effective until May 31, 2012. On May 30, 2007, Kleinfelder mobilized to the site to begin the installation of the additional injection wells, IW-13 and IW-14. Injection well IW-13 was drilled northwest of monitoring well MW-11 and injection well IW-14 was drilled northwest of monitoring well MW-9. The injection well locations are shown on Figure 4. Monitoring wells DW-17 and DW-18 were also converted to injection wells IW-15 and IW-16, respectively. Between May 17, 2007 and June 26, 2007, approximately thirty pounds of HRC was placed in each of the injection wells with the exception of injection wells IW-1, IW-2, and IW-3. Three hundred pounds of HRC, approximately twenty-five pounds per injection well, was placed in the injection wells on December 18, 2007; March 4, 2008; September 3, 2008; and March 4, 2009. In order to further accelerate the process of natural attenuation, Kleinfelder submitted an application to the UIC Program on June 21, 2010 to modify and renew the existing injection permit to allow for injection of an additional hydrogen generating compound. The Regenesis product, 3-D MicroEmulsion (3DMe), incorporates Hydrogen Release 97626 1 GSO11 R023 Page 4 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1336.668.3868 Compound (HRC) Advanced and is designed to time release highly efficient electron donors. The 3DMe product is designed to have a greater longevity. Application of the 3DMe as an emulsified suspension in water will allow for a greater radius of influence during injection. The radius of influence will increase over time as the soluble components of 3DMe are distributed within the aquifer by advection and diffusion. On September 7, 2010 Kleinfelder mobilized to the site and began placing 3DMe into fifteen of the injection wells. For each injection well, 3DMe was mixed with water at a one to ten ratio in a 250 or 350 gallon water tote with a submersible pump continually mixing the 3DMe and water solution throughout the injection process. Once the one to ten solution drained into the injection wells an additional 200 to 360 gallons of water was placed into each injection well. Between September 7, 2010 and October 8, 2010, a total 304 gallons of 3DMe was injected into the injection wells. Eighteen gallons of 3DMe was injected into injection wells, IW-1 to IW-9, IW-12, IW-15, and IW-16. IW-11 and IW-14 had 27 gallons of 3DMe injected into them, and IW-13 had 34 gallons of 3DMe injected into it. The injection well construction details, injection dates, and injection amount are located on Table 1. The injection well locations are shown on Figure 4. 4.0 HRC MONITORING ACTIVITIES Static water levels were recorded in all of the monitoring wells on January 12 and 13, 2011. Table 2 provides a .summary of monitoring well construction details and the groundwater elevations measured on January 12 and 13, 2011. Historical average groundwater elevation mea:su,ements are summarized on Figure 5. Groundwater elevations in the existing monitoring wells were used to determine the groundwater flow direction, average hydraulic gradient, vertical hydraulic gradient, and plume orientation. Groundwater samples were collected from twelve monitoring wells (MW-1, DW-2, MW- 5, MW-6R, MW-7, MW-8, MW-9, MW-10, MW-11, MW-13, DW-16, and DW-19) and analyzed for VOCs by EPA Method 6200B. Additionally, monitoring wells DW-2, MW- 6R, MW-9, MW-10, MW-11, MN-13, DW-16, and DW-19 were sampled and analyzed for metabolic acids. Groundwater samples were collected using low flow sampling procedures from the monitoring wells. The wells were first purged of one to two well volumes of water, until field parameters stabilized, at a low flow rate with a peristaltic pump. Groundwater samples were collected and placed in laboratory prepared 97626 I GS011 R023 Page 5 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1 33&668.0093 f 1336.668.3868 containers. The groundwater samples were maintained on ice until delivered to Pace Analytical in Huntersville, North Carolina. Field parameters including oxidation-reduction potential (ORP), conductivity, pH, dissolved oxygen (OD), and temperature of representative groundwater samples were also recorded from each monitoring well sampled (Table 3). The static water levels measured on January 12 and 13, 2011 between monitoring wells MW-3 and MW-7 indicate a horizontal groundwater flow gradient of 0.027 feet per foot to the southeast. A groundwater flow map of the shallow aquifer based on the January 12 and 13, 2011 groundwater elevations are shown on Figure 6. Static water levels measured in monitoring wells MW-1 and DW-2 indicate a vertical groundwater gradient of 0.005 feet per foot downward. Static water levels measured in monitoring wells MW- 10 and DW-16 indicate a vertical groundwater gradient of 0.003 feet per foot upward. Static water levels measured in monitoring wells MW-6R and DW-19 indicate a vertical groundwater gradient of 0.035 feet per foot downward. In -situ aquifer tests performed on shallow monitoring wells at the site during the CSA indicated that the surficial aquifer has an average hydraulic conductivity of 1.2 feet per day. The average groundwater velocity is estimated to be 0.11 feet per day (40 feet per year), based on the average groundwater gradient from the January 12 and 13, 2011 water level measurements and an estimated effective porosity of thirty percent. 5.0 GROUNDWATER ANALYTICAL RESULTS The groundwater field analysis generally indicates that the subsurface environment is within acceptable limits for biodegradation to occur. The field measurements recorded on January 12 and 13, 2011 are summarized in Table 3, which includes the preferred conditions for natural biodegradation of chlorinated compounds within the groundwater plume. Conductivity is recorded for quality control and sampling consistency. Volatile organic acids concentrations detected in monitoring wells MW-6R, DW-10 and DW-19 were estimated below the practical quantitation limit of the analytical method. Volatile organic acids or metabolic acids indicate the presence and metabolism of HRC. Analytical results for volatile organic acids are summarized in Table 4. 97626 1 GSO11 R023 Page 6 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1336.668.3868 Groundwater sample analytical results indicate that several VOCs were detected in the monitoring wells sampled with tetrachloroethene (PCE) and tricholoroethene (TEC) the most prominent and their breakdown products cis and trans 1,2 dichloroethene (DCE) and vinyl chloride to a lesser degree. PCE was detected at levels exceeding the NCGWS in monitoring wells DW-2, MW-5, MW-6R, MW-7, MW-8, MW-10, MW-13, DW-16 and DW-19. PCE concentrations in monitoring wells MW-1, and DW-2 decreased since the previous sampling event, while the concentrations in monitoring wells MW-9 and MW-11 remained consistent with previous levels. PCE concentration in monitoring wells MW-5, MW-6R, MW-7, MW-8, MW-10, MW-13 and DW-16 increased slightly since the previous sampling event. Graphs of the PCE concentrations versus time are included in Appendix A. Based on a review of the graphs, PCE concentrations in the monitoring wells have generally been stable or have been decreasing. A graph of the average PCE concentrations from all wells versus time is also included in Appendix A. This graph shows the overall average of the twelve wells sampled, an average of the shallow wells, and an average of the deep wells. Note that prior to January 2006, ten or fewer wells were sampled so the averages are based on fewer data points. The trend in the deep wells showed are increase in PCE concentration starting in 2008, which stabilized between January 2009 and October 2010. The average increased in January 2011 due to an increase in PCE concentrations in DW- 19. The average PCE concentration in the shallow wells shows a decreasing trend. A PCE isoconcentration map is shown on Figure 7. TCE was detected at levels exceeding the NCGWS in monitoring wells MW-6R and DW-16. Cis-1,2-DCE was detected at levels exceeding the NCGWS in monitoring wells MW-1 and DW-16. Vinyl chloride was detected at levels exceeding the NCGWS in monitoring wells MW-1, MW-7, MW-9, MW-10, MW-11, MW-13, and DW-16. A summary of historical VOC analytical results is provided in Table 5. A copy of the analytical results including the chain -of -custody form is included in Appendix B. 6.0 CONCLUSIONS AND RECOMMENDATIONS In general, the most definitive evidence of biodegradation of contaminants in groundwater is the reduction in contaminant concentrations and the presence of the constituents into which the contaminants degrade. The average PCE concentration 97626 1 GS011 R023 Page 7 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1 336.668.3868 versus time graph in Appendix A indicates the average PCE concentration has decreased eight -five percent (85%) from its peak (approximately 750 pg/L) to the current average PCE concentration (approximately 112 pg/L). PCE concentrations have shown generally decreasing trends in each of the monitoring wells, except DW-16 and DW-19. The presence of daughter products of dechlorination of PCE in monitoring wells MW-1, DW-2, MW-6R, MW-7, MW-8, MW-9, MW-10, MW-11, MW-13, DW-16, and DW-19 also indicates d=gradation is occurring. The trend of increasing PEC in MW-5, MW-6R, MW-7, MW-8, MW-10, DW-16 and DW-19 is of concern; however, Kleinfelder expects the concentration to decrease following the recent injection of 2DMe. Volatile organic acid analytical laboratory data, pyruvic acid for all the samples had a flag, indicating that the matrix spick and matrix spike duplicate results had poor percent recovery. In the quality assurance portion of the laboratory report this poor recovery shows a false increase amount of pyruvic acid in the sample. Comparing current sampling event results to the historical results the pyruvic acid concentrations appear in line with the historical. Based on the results of the monitoring event, we recommend the continuation of corrective action monitoring on a quarterly schedule. The next monitoring event should be scheduled for April 2011. 7.0 LIMITATIONS Kleinfelder offers various levels of investigative and engineering services to suit the varying needs of different clients. It should be recognized that definition and evaluation of geologic and environmental conditions are a difficult and inexact science. Judgments leading to conclusions and recommendations are generally made with incomplete knowledge of the subsurface conditions present due to the limitations of data from field studies. Although risk can never be eliminated, more -detailed and extensive studies yield more information, which may help understand and manage the level of risk. Since detailed study and analysis involves greater expense, our clients participate in determining levels of service that provide adequate information for their purposes at acceptable levels of risk. 976261 GS011 R023 Page 8 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1 336.668,3868 During the course of the performance of Kleinfelder's services, hazardous materials may have been discovered. Kleinfelder assumes no responsibility or liability whatsoever for any claim, loss of property value, damage, or injury that results from pre-existing hazardous materials being encountered or present on the project site, or from the discovery of such hazardous materials. Nothing contained in this report should be construed or interpreted as requiring Kleinfelder to assume the status of an owner, operator, or generator, or person who arranges for disposal, transport, storage or treatment of hazardous materials within the meaning of any governmental statute, regulation or order. Fairchild Industrial Products Company is solely responsible for directing notification of all governmental agencies, and the public at large, of the existence, release, treatment or disposal of any hazardous materials observed at the property, either before or during performance of Kleinfelder's services. Fairchild Industrial Products Company is responsible for directing all arrangements to lawfully store, treat, recycle, dispose, or otherwise handle hazardous materials, including cuttings and samples resulting from Kleinfelder's services. The information included on graphic representations in the Quarterly HRC Monitoring Report has been compiled from a variety of sources and is subject to change without notice. Kleinfelder makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. These documents are not intended for use as a land survey product, nor are they designed or intended as a construction design document. The use or misuse of the information contained on these graphic representations is at the sole risk of the party using or misusing the information. 97626 1 GSO11 R023 Page 9 of 9 February 14, 2011 Copyright 2011 Kleinfelder KLEINFELDER 313 Gallimore Dairy Road, Greensboro, NC 27409 p 1336.668.0093 f 1336.668.3868 TABLES TABLE 1: INJECTION WELL CONSTRUCTION DETAILS Injection Well Total Depth (feet bgs) Screened Interval Injected Interval Date 3DMe (gallons) Water (gallons) feet bgs) IW-1 24.5 19.5 - 24.5 9/27/10 - 10/8/10 18 432 IW-2 28.0 18.0 - 28.0 9/23/10 - 9/30/10 18 422 IW-3 29.0 19.0 - 29.0 9/14/10 - 9/24/10 18 397 IW-4 27.2 17.2 - 27.2 9/14/10 - 9/24/10 18 382 IW-5 24.5 19.5 - 24.5 9/14/10 - 9/24/10 18 423 IW-6 28.2 18.2 - 28.2 9/9/10 - 9/13/10 18 382 IW-7 34.0 19.0 - 34.0 9/9/10 - 9/13/10 18 397 IW-8 35.0 20.0 - 35.0 9/23/10 - 9/27/10 18 527 IW-9 35.0 20.0 - 35.0 9/27/10 - 9/29/10 18 432 IW-10 30.7 10.7 - 30.7 --- --- --- IW-11 37.0 17.0 - 37.0 9/14/10 - 9/24/10 27 473 IW-12 24.9 14.9 - 24.9 9/7/10 - 9/9/10 18 460 IW-13 25.0 20.0 - 25.0 9/7/10 - 9/9/10 34 605 IW-14 30.0 20.0 -.30.0 9/9/10 - 9/13/10 27 593 IW-15 26.5 21.5 - 26.5 9/23/10 - 9/28/10 18 407 IW-16 32.5 27.5 - 32.5 9/7/10 - 9/9/10 18 407 feet bgs = Feet below ground surface 976261 GS01OR023 Page 1 of 1 February 14, 2011 Copyright 2011 Kleinfelder TABLE 2: MONITORING WELL CONSTRUCTION DETAILS Monitoring Well Date Constructed Total Depth feet b s Screened Interval feet b s Depth to Groundwater feet TOC Top of Casing Elevation 100' Datum Groundwater Elevation 100' Datum MW-1 September-98 27.37 12.37 - 27.37 17.64 94.42 76.78 DW-2 October-98 43.34 38.34 - 43.34 17.41 94.09 76.68 MW-3 September-98 22.32 12.32 - 22.32 17.18 98.17 80.99 MW-4 September-98 18.65 8.65 - 18.65 18.1 91.38 73.28 MW-5 September-98 25.11 15.11 - 25.11 16.84 87.07 70.23 MW-6R March-04 34.40 14.40 - 34.40 22.73 91.55 68.82 MW-7 November-98 26.56 11.56 - 26.56 22.70 86.81 64.11 MW-8 November-98 26.70 16.70 - 26.70 22.11 89.25 67.14 MW-9 March-99 24.41 9.41 - 24.41 17.61 94.24 76.63 MW-10 March-99 29.52 14.52 - 29.52 19.96 94.09 74.13 MW-11 May-99 24.12 9.12 - 24.12 19.50 94.31 74.81 MW-12 Ma -99 25.70 5.70 - 25.70 18.45 94.28 75.83 MW-13 June-99 33.46 8.46 - 33.46 21.70 94.22 72.52 DW-16 October-05 35.00 30.00 - 35.00 19.73 93.89 74.16 DW-19 December-05 54.80 49.80 - 54.80 19.63 87.46 67.83 feet bgs = Feet below ground surface feet TOC = Feet below top of well casing 100' Datum = Well casings were surveyed to an arbitrary 100 foot Datum. The benchmark is the center of the manhole cover at the south end of Viceroy Street. Notes: Static Water Levels were measured January 12 and 13, 2011. MW-6, MW-14, MW-15, DW-17, and DW-18 were converted to injection wells IW-12, IW-14, IW- 11, IW-15, and IW-16 respectively. 976261 GS011 R023 Page 1 of 1 Copyright 2011 Kleinfelder February 14, 2011 TABLE 3: FIELD ANALYSIS SUMIMARY Monitoring Well Sample Date P Temperature (,C) Conductivity (MS/cm) pH Dissolved Oxygen (ng ) ORP (mV) Preferred Conditions > 20'C --- 5<pH<9 <0.5 mg/L <50 mV MW-1 01/13/11 17.93 0.34 6.25 0.39 -20.9 DW-2 01/13/11 16.83 1.344 6.6 0.6 -86.7 MW-5 01/12/11 11.35 0.080 6.75 2.1 39.4 MW-6R 01/12/11 11.81 0.111 6.41 0.51 38.9 MW-7 01/12/11 15.58 0.416 6.38 3.41 18.1 MW-8 01/12/11 17.15 0.280 6.17 3.7 132.7 MW-9 01/12/11 1970. 0.696 6.07 2.39 -10.8 MW-10 01/12/11 20.28 0.553 6.26 3.11 -22.2 MW-11 01/12/11 19.09 0.835 6.59 4.09 -80.4 MW-13 01/12/11 20.39 0.869 6.25 1.2 -79.1 DW-16 01/12/11 20.00 0.161 6.49 1.85 62.3 DW-19 01/12/11 14.70 0.120 6.73 -0.3 116.3 ORP = oxidation-reduction potential mS/cm = millisiemens per centimeter mg/L = milligrams per liter, analogous to parts per million mV = millivolts Note: Conductivity is measured for consistency in groundwater sample collection. 97626 1 GS011 R023 Page 1 of 1 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (mg/L) Samplin Date P ruvic Acid Lactic Acid Acetic Acid Pro ionic Acid Butyric Acid M W-1 11/27/01 <0.1 <1.0 5.3 17.9 <1.0 02/26/02 <0.1 <1.0 141 207 51 05/01/02 1.8 <1.0 296 482 113 08/12/02 <0.1 <1.0 241 578 18.6 11/20/02 0.7 7.7 680 1,430 141 06/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 <0.1 1.1 <1.0 <1.0 <1.0 12/09/04 1.1 <1.0 <1.0 <1.0 <1.0 03/22/05 <0.1 <1.0 <1.0 <1.0 <1.0 DW-2 11/27/01 <0.1 <1.0 <1.0 <1.0 <1.0 02/26/02 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 <0.1 <1.0 <1.0 <1.0 <1.0 08/13/02 <0.1 <1.0 12.7 7 31.8 11/20/02 <0.1 <1.0 41.3 24.8 4.3 06/09/04 0.2 147 511 1,040 607 09/09/04 3.3 153 791 1,670 2,300 12/09/04 1.9 200 1,130 3,770 7,390 03/22/05 7.3 467 1,570 5,030 8,820 03/15/06 <0.1 <1.0 24 429 625 06/21/06 <0.1 <1.0 177 551 617 09/28/06 <0.1 <1.0 12.2 39.2 68.1 12/06/06 <0.1 <1.0 23.8 98.8 116 03/08/07 <1.0 <10.0 211 822 1,120 06/26/07 0.4 <1.0 92.5 274 237 09/18/07 1.0 <1.0 217 668 458 12/18/07 2.0 <10.0 384 1,100 775 03/04/08 <1.0 <10.0 715 1,560 841 06/04/08 <1.0 <10.0 901 2,510 1,970 09/03/08 <1.0 <10.0 982 2,160 1,160 01/13/09 <1.0 <10.0 414 917 488 03/04/09 <1.0 <1.0 112 122 25 07/08/09 <10.0 4.1 J 230 610 190 09/03/09 5.9 J 11.0 J 540 820 140 12/09/09 <0.1 1.5 69.9 115 33 06/16/10 4.5 J <25.0 370 370 17 10/29/10 <10.0 1 <25.0 68 34 0.7 J 01/13/11 <10.0 M <25.0 34 10 <1.0 M W-3 11/28/01 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 <0.1 1.8 4.7 9.9 10.4 12/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 97626 1 GSO11 R023 Page 1 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (m /L) Sampling Datej P ruvic Acid I Lactic Acid I Acetic Acid I Pro ionic Acid I Butyric Acid M W-5 02/26/02 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 1.5 <1.0 <1.0 <1.0 <1.0 08/13/02 0.7 <1.0 <1.0 <1.0 <1.0 11/20/02 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 5.8 1.5 <1.0 <1.0 <1.0 12/09/04 <0.1 1 <1.0 I <1.0 I <1.0 I <1.0 03/22/05 <0.1 1 6.1 1 <1.0 1 6.6 1 <1.0 M W-6R 06/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 <0.1 3.9 <1.0 <1.0 <1.0 12/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 03/22/05 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/05 0.6 <1.0 <1.0 <1.0 <1.0 09/28/05 2.7 2.3 <1.0 <1.0 <1.0 01/05/06 0.8 <1.0 <1.0 <1.0 <1.0 03/15/06 0.4 <1.0 12.2 <1.0 <1.0 06/21/06 <0.1 <1.0 <1.0 12.3 31.5 09/28/06 <0.1 10.6 <1.0 <1.0 <1.0 12/06/06 <0.1 <1.0 <1.0 <1.0 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.6 <1.0 <1.0 <1.0 <1.0 09/18/07 1.1 <1.0 <1.0 <1.0 <1.0 12/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 2.9 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 07/08/09 <10.0 <25.0 <1.0 <1.0 <1.0 09/03/09 <10.0 <25.0 0.6J <1.0 <1.0 12/09/09 <0.1 <1.0 <1.0 <1.0 <1.0 06/16/10 1.7J <25.0 <1.0 <1.0 <1.0 10/29/10 <10.0 <25.0 1 19.0 14.0 <1.0 01/12/11 <10.0 M <25.0 <1.0 1 <25.0 <1.0 M W-7 11/27/01 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 0.3 <1.0 <1.0 <1.0 <1.0 11/20/02 <0.2 <1.0 <1.0 <1.0 <1.0 06/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 <0.1 <1.0 1.8 2.7 <1.0 12/09/04 <0.1 7.4 <1.0 <1.0 <1.0 03/22/05 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/05 2.6 <1.0 <1.0 <1.0 <1.0 01/05/06 1.0 <1.0 <1.0 <1.0 <1.0 W-8: 03/22/05 <0.1 1 <1.0 I <1.0 I <1.0 I <1.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 97626 1 GS011 R023 Page 2 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (mg/L) Sampling Datel P ruvic Acid Lactic Acid Acetic Acid Pro ionic Acid Butyric Acid M W-9 11/27/01 <0.1 <1.0 <1.0 <1.0 <1.0 02/26/02 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 0.8 <1.0 <1.0 <1.0 <1.0 08/13/02 <0.1 <1.0 <1.0 <1.0 <1.0 11/20/02 <0.2 <1.0 <1.0 <1.0 <1.0 06/09/04 <0.1 <1.0 1.6 3.2 <1.0 09/09/04 2.0 3.9 11.3 <1.0 <1.0 12/09/04 <0.1 <1.0 <1.0 2.0 1.3 03/22/05 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/05 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/05 3.0 <1.0 1.0 <1.0 <1.0 01/05/06 0.8 <1.0 <1.0 <1.0 <1.0 03/15/06 1.7 <1.0 3.2 <1.0 <1.0 06/21/06 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/06 <0.1 <1.0 <1.0 <1.0 <1.0 12/06/06 <0.1 <1.0 <1.0 <1.0 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 1.3 <1.0 <1.0 <1.0 <1.0 09/18/07 1.0 <1.0 <1.0 <1.0 <1.0 12/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 2.1 <1.0 <1.0 0.0 0.0 01/13/09 <0.1 0.0 <1.0 0.0 0.0 03/04/09 <0.1 0.0 0.0 0.0 0.0 07/08/09 <10.0 <25.0 0.0 0.0 <1.0 09/03/09 <10.0 <25.0 0.5J 0.0 0.0 12/09/09 <0.1 <1.0 0.0 <1.0 0.0 06/16/10 2.0 J <25.0 <1.0 0.0 0.0 10/29/10 5.1 JM <25.0 42.0 12.0 <1.0 01/12/11 <10.0 M 1 <25.0 1 12.0 1 0.9 J 1 <1.0 M W-10 11/27/01 <0.1 0.0 0.0 9.5 0.0 02/26/02 <0.1 <1.0 59.1 118 0.0 05/01/02 1.4 0.0 <1.0 0.0 0.0 08/13/02 <0.1 0.0 0.0 0.0 0.0 11/20/02 <0.1 <1.0 0.0 0.0 0.0 06/09/04 <0.1 1.1 0.0 0.0 <1.0 09/09/04 <0.1 0.0 <1.0 <1.0 <1.0 12/09/04 <0.1 0.0 <1.0 <1.0 0.0 03/22/05 <0.1 0.0 <1.0 0.0 0.0 06/09/05 <0.1 0.0 0.0 0.0 <1.0 09/28/05 3.0 <1.0 0.0 0.0 0.0 01/05/06 1.0 0.0 0.0 0.0 0.0 03/15/06 2.1 1.0 1.3 1.0 1.0 06/21/06 <0.1 0.0 0.0 <1.0 0.0 09/28/06 <0.1 1 0.0 1 <1.0 I <1.0 1 0.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 97626 1 GSO11 R023 Page 3 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (mg/L) Sampling Datel P ruvic Acid Lactic Acid Acetic Acid Pro ionic Acid Butyric Acid MW-10 (Continued) 12/06/06 <0.1 <1.0 <1.0 <1.0 16.3 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.2 <1.0 <1.0 2.5 <1.0 09/18/07 <0.1 <1.0 <1.0 1.8 <1.0 12/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 2.5 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 07/08/09 <10.0 <25.0 <1.0 <1.0 2.0 09/03/09 <10.0 <25.0 <1.0 <1.0 <1.0 12/09/09 <0.1 <1.0 <1.0 <1.0 <1.0 06/16/10 <10.0 <25.0 <1.0 0.5 J <1.0 10/29/10 <10.0 1 <25.0 <1.0 I <1.0 I <1.0 01/12/111 1.7 JM 1 <25.0 1 <1.0 <1.0 <1.0 M W-11 11/27/01 <0.1 <1.0 <1.0 <1.0 <1.0 02/26/02 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 0.2 <1.0 <1.0 <1.0 <1.0 11/20/02 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 09/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 12/09/04 <0.1 <1.0 <1.0 <1.0 <1.0 03/22/05 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/05 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/05 3.1 <1.0 <1.0 <1.0 <1.0 01/05/06 1.4 <1.0 <1.0 <1.0 <1.0 03/15/06 1.2 1.0 1.0 1.0 1.0 06/21/06 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/06 <0.1 <1.0 <1.0 <1.0 <1.0 12/06/06 <0.1 <1.0 <1.0 <1.0 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.1 <1.0 <1.0 <1.0 <1.0 09/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 1.9 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 07/08/09 <10.0 <25.0 <1.0 <1.0 <1.0 09/03/09 <10.0 <25.0 <1.0 <1.0 <1.0 12/09/09 <0.1 <1.0 9.6 <1.0 <1.0 06/16/10 2.3 J <25.0 150 50.0 13.0 10/29/10 <10.0 <25.0 60 73.0 6.2 01/12/11 <10.0 M <25.0 82.0 200.0 12.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 97626 1 GS011 R023 Page 4 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (mg/L) Sampling Date P ruvic Acid Lactic Acid Acetic Acid Pro ionic Acid But ric Acid M W-13 11/27/01 <0.1 <1.0 <1.0 <1.0 <1.0 02/26/02 <0.1 <1.0 <1.0 <1.0 <1.0 05/03/02 <0.1 <1.0 <1.0 <1.0 <1.0 08/13/02 <0.1 <1.0 <1.0 <1.0 <1.0 11/20/02 <0.1 <1.0 <1.0 <1.0 <1.0 06/09/04 <0.1 2.6 15.8 20.4 8.7 09/09/04 0.9 15.7 96.1 103 35.1 12/09/04 <0.1 <1.0 129 122 35.1 03/22/05 <0.1 <1.0 93.7 85.1 30.6 06/09/05 0.7 <1.0 123 82.6 9.5 09/28/05 2.3 <1.0 91.3 87.8 7.2 01/05/06 0.8 <1.0 66.3 59.1 2.7 03/15/06 1.1 <1.0 59.6 47.6 2.7 06/21/06 <0.1 <1.0 51.6 37.7 2.7 09/28/06 <0.1 3.7 24.3 6.4 <1.0 12/06/06 <0.1 <1.0 22.7 5.3 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.3 <1.0 1.5 <1.0 <1.0 09/18/07 0.2 <1.0 15.2 <1.0 <1.0 12/18/07 <0.1 <1.0 12.5 <1.0 <1.0 03/04/08 <0.1 <1.0 6.6 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 2.0 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 07/08/09 <10.0 <25.0 <1.0 <1.0 <1.0 09/03/09 <10.0 <25.0 <1.0 <1.0 <1.0 12/09/09 <0.1 <1.0 <1.0 <1.0 <1.0 06/16/10 <10.0 <25.0 <1.0 <1.0 0.6 J 10/29/10 <10.0 1 <25.0 1 190.0 1 250.0 1 20.0 01/12/11 <10.0 M 1 <25.0 1 69.0 1 55.0 <1.0 DW-16 10/24/05 1.8 <1.0 112 24.2 22.2 03/15/06 1.3 <1.0 1.6 2.1 <1.0 06/21/06 <0.1 <1.0 2.4 5.2 <1.0 09/28/06 <0.1 6.5 <1.0 <1.0 <1.0 12/06/06 <0.1 <1.0 <1.0 <1.0 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.3 <1.0 <1.0 <1.0 <1.0 09/18/07 0.1 <1.0 <1.0 <1.0 <1.0 12/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 09/03/08 2.1 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 976261 GS011 R023 Page 5 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 4: GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC ACIDS) Monitoring Well Analytical Results (mg/L) Sampling Datel P ruvic Acid I Lactic Acid I Acetic Acid Pro ionic Acid Butyric Acid DW-16 (Continued) 07/08/09 <10.0 <25.0 <1.0 <1.0 <1.0 09/03/09 <10.0 <25.0 <1.0 0.5 J <1.0 12/09/09 <0.1 <1.0 <1.0 <1.0 <1.0 06/16/10 <10.0 <25.0 <1.0 <1.0 <1.0 10/29/10 <10.0 1 <25.0 1 1.2 0.5 J <1.0 01/12/11 <10.0 ;.1 1 <25.0 1 <1.0 I <1.0 I <1.0 DW-17 10/24/05 <0.1 1 <1.0 1 15.4 11.0 <1.0 01/05/06 <0.1 1 <1.0 I <1.0 I <1.0 I <1.0 DW-18 01/05/06 0.8 1 <1.0 I <1.0 f <1.0 <1.0 DW-19 03/15/06 1.2 <1.0 1.1 <1.0 6.7 06/21/06 <0.1 <1.0 <1.0 <1.0 <1.0 09/28/06 <0.1 6.7 <1.0 3.9 <1.0 12/06/06 <0.1 <1.0 <1.0 <1.0 <1.0 03/08/07 <0.1 <1.0 <1.0 <1.0 <1.0 06/26/07 0.1 <1.0 <1.0 <1.0 <1.0 09/18/07 0.1 <1.0 <1.0 <1.0 <1.0 12/18/07 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/08 <0.1 <1.0 <1.0 <1.0 <1.0 06/04/08 2.4 <1.0 <1.0 <1.0 <1.0 09/03/08 1.7 <1.0 <1.0 <1.0 <1.0 01/13/09 <0.1 <1.0 <1.0 <1.0 <1.0 03/04/09 <0.1 <1.0 <1.0 <1.0 <1.0 07/08/09 <10.0 <25.0 <1.0 <1.0 1.0 J 09/03/09 <10.0 <25.0 <1.0 <1.0 <1.0 12/09/09 <0.1 <1.0 <1.0 <1.0 <1.0 06/16/10 2.6 J <25.0 <1.0 <1.0 0.5 J 10/29/10 <10.0 <25.0 <1.0 <1.0 <1.0 01/12/11 <10.0 M <25.0 <1.0 <1.0 <1.0 Note: Concentrations in bold type exceed detection limits. mg/L = milligrams per liter, analogous to parts per million J = Concentration estimated below the practical quantitation limits M = Poor recovery for the percent recovery of the matix spike and matrix spike duplicates. 97626 1 GSO11 R023 Page 6 of 6 February 14, 2011 Copyright 2011 Kleinfelder TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 A alyticall Results ( /L Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo methane Ethylbenzene 1,2,4-Trimethyl benzene Xylenes Benzene Methylene Chloride 1 2 DCA Chloro- ethane NCGWS 0.7 3 100 70 7 70 3 1 0.6 1 6.000 0.03 600 20 NE 600 400 500 1 5 0 4 3,000 MW-1 10/07/98 15.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 1.5 BDL BDL BDL BDL BDL BDL 4.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 9.9 BDL BDL BDL BDL 54 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 0.52 BDL BDL BDL BDL BDL BDL 26 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 0S3 BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 W BDL BDL BDL BDL BDL BDL 9.6 BDL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL 08/13/02 4.7 BDL BDL BDL I BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL 11/21/02 2.6 BDL SOL BDL BDL BDL BDL BDL BDL BDL 0.62 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 1.7 2.5 BDL 16 BDL BDL BDL BDL NA 1.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 BDL 14 067 14 BDL BDL BDL BDL NA 1.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 BDL 1.2 BDL 17 BDL BDL BDL BDL NA 0.67 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 1.2 6.5 0.55 37 BDL BDL BDL BDL BDL 1.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 BDL BDL 1.3 60 BDL BDL BDL BDL BDL 4.2 0.51 BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/06/06 063 BDL BDL 2A BDL BDL BDL BDL BDL BDL BDL BDL BDL I BDL BDL BDL BDL BDL BDL BDL 03/15/06 BDL 16 BDL 11 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 813L BDL 0.85 50 BDL BDL BDL BDL BDL 4.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL 0,59 BDL 7.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 BDL BDL BDL 3.8 BDL BDL 52 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL 03/08/07 BDL 15 2.1 54 BDL BDL BDL BDL BDL 8.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 BDL 15 4.6 170 0.76 BDL BDL BDL BDL 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 BDL BDL BDL 6A BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 0.93 BDL BDL 0.87 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 1.1 BDL BDL 1.9 BDL BDL BDL BDL NA BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL 06/04/08 5.4 8.9 1A 196 0.96 BDL BDL BDL NA 7.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 4.1 13.4 2.2 280 0.76 BDL BDL BDL NA 5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 3.3 2.7 BDL 4.5 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 4.3 1.0 BDL 69 BDL BDL BDL BDL NA BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 3.4 2.5 5.5 278 1.2 BDL BDL BDL NA 21.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 2.4 4 6.6 356 BDL BDL BDL BDL NA 19.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 6.5 4.6 3.6 159 0.74 BDL BDL BDL NA 26.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 4.9 83.6 29 854 3.7 BDL SOL BDL NA 155 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 BDL BDL 9.5 14.5 BDL BDL BDL BDL NA 306 BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL 10129/10 1.6 3.4 19.2 182 BDL BDL 5.3 BDL NA 341 BDL BDL BDL BDL BDL BDL BDL BDL BDL 5.3 01/13/11 BDL 2.1 12 112 BDL BDL BDL BDL NA 322 BDL BDL BDL BDL BDL 1.9 b BDL BDL BDL DW-2 10/16/98 2.4 BDL BDL BDL BDL 129 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 45 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 6.3 BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/01/00 2.5 BDL BDL BDL BDL NA BDL NA NA NA NA BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/01/00 4.8 BDL BDL BDL BDL NA BDL NA NA NA NA SOL BDL BDL BDL BDL BDL BDL BDL SOL 01/03/01 &Di- BDL BDL BDL BDL NA BDL NA NA NA NA BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 BDL BDL BDL BDL BDL 13 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 0.92 BDL BDL BDL BDL SOL BDL 0.59 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 0.50 BDL BDL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/13/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL 11/21/02 26 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL SOL BDL 06/09/04 22 BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 17 7.2 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 1.2 1.4 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL 2.2 BDL BDL BDL BDL BDL BDL 03/22/05 BDL 1.2 BDL 1.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 8.1 0.8 BDL BDL BDL BDL 09/28/05 BDL BDL BDL 3.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/06/06 11 061 BDL 3.3 BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL SOL BDL BDL BDL BDL BDL 03/15/06 4 D.54 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 058 BDL BDL BDL BDL BDL 06/21106 7.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 13 SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 16 BDL BDL BDL BDL BDL 7.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/OB/07 12 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 12 BDL BDL 086 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Nwwa = norm caroiina uroundwater standards NDL = Tetrachloroethene pg/L = micrograms per liter, analogous to parts per billion TCE = Trcchloroethene BDL = Below Laboratory Detection Limits Trans-1,2-DCE = trans-1,2-Dichloroethene NA = Not Analyzed cis-1,2-DCE = cis- 1,2-Dichloroethene NE = Not Established 1.1-DCE = 1, 1 -Dichloroethene Bold = Concentration exceeds NCGWS 1,2-DCA = 1,2-Dichloroethane 97626 1 GS011 R023 Copyright 2011 Kleinfelder Page 1 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 Analytical Results ( g/L) Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo- methane Ethylbenzene 1,2benzmethyl benzene Xylenes Benzene Methylene Chloride 1 2 DCA ethanChlor- ethane NCGWS 0.7 3 100 70 7 70 3 0.6 6,000 0.03 600 20 NE 600 400 500 1 5 04 3,000 DW-2 (Continued) 09/18/07 4.1 BDL BDL 39.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 2.5 BDL BDL 9.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 2.7 0.55 BDL 7A BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 2.7 BDL BDL 2.0 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 2.3 BDL BDL 1.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 4.1 22 BDL 32 BDL BDL BDL BDL NA BDL 0.53 BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 2.6 061 BDL 8.6 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 2.2 BDL BDL 17 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11 09/03/09 3.1 0.69 BDL 1.8 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12t09/09 5.3 24 BDL 5.8 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL 03/31/10 6.2 26 BDL 5.5 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 0.71 BDL BDL 4.4 BDL BDL BDL BDL NA 6.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 2.5 0.51 BDL 4.5 BDL BDL BDL BDL NA 1.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/11 1 1.1 BDL BDL 2.2 1 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-3 10/07/98 BDL BDL BDL BDL BDL 1.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/28/01 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 BDL BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 BDL BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 BDL BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-4 10/07/98 3.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 2.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 Well was dry on the sampling date 06/14/01 Well was dry on the sampling date 02126/02 Well was dry on the sampling date 05/01/02 Well was dry on the sampling date 08/13/02 Well was dry on the sampling date MW-5 10/07/98 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/13/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/21/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL BDL 08/22/03 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL I BDL BDL BDL I BDL BDL BDL I BDL BDL BDL 09/09/04 5.0 4.6 BDL 1.1 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 BDL BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL 03/22/05 BDL BDL BDL BDL BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 0,66 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 0.78 0.53 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 052 BDL BDL BDL BDL BDL 06/21/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL BDL BDL 2.3 BDL BDL BDL BDL BDL I BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 BDL BDL BDL 2.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 BDL BDL BDL 2.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 9DL BDL BDL BDL 06/26/07 BDL BDL BDL 3.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 BDL BDL BDL 2.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 BDL BDL BDL BDL 8DL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 BDL BDL BDL 1.2 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 0.53 BDL BDL 0a4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 0.67 0.62 BDL 0.59 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 1.5 BDL BDL BDL BDL BDL BDL BDL NA BDL BDL SDL BDL BDL BDL BDL 9DL BDL BDL BDL - - i.ui ui ud-iina %.�rounuwaier alanaaras pg/L = micrograms per liter, analogous to parts per billion BDL = Below Laboratory Detection Limits NA = Not Analyzed NE = Not Established Bold = Concentration exceeds NCGWS rt,t = i eiracnioroemene TCE = Trichloroethene Trans-1,2-DCE = trans- l,2-Dichloroethene cis-1,2-DCE = cis-1,2-Dichloroethene 1.1-DCE = 1. 1 -Dichloroethene 1,1-DCA = 1. 1 -Dichloroethane 97626 1 GSO11R023 Copyright 2011 Kleinfelder Page 2 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 A alytical Results /L Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo- methane Ethylbenzene 1,2,4-Trimethyl benzene Xylenes Benzene Methylene Chloride 1.2-DCA Chloro- ethane NCGWS 0.7 3 100 70 7 70 3 0.6 6,000 0.03 600 20 NE 600 400 500 1 5 04 3,000 MW-5 (Continued) 07/08/09 BDL BDL BDL 0,51 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 BDL BDL BDL 0,51 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 1.1 0.75 BDL 1.2 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 1.1 0,78 BDL 3.3 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 BDL BDL BDL BDL BDL BDL BDL BDL NA 1.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 BDL BDL BDL 3A BDL BDL BDL BDL NA 1.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 0.86 BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-6 10/07/98 10.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL O8/24/00 1.3 BDL BDL BDL BDL BDL BDL BDL 130 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 Well was dry on the sampling date 11/27/01 Well was dry on the sampling date 02/26/02 Well was dry on the sampling date 05/O1/02 Well was dry on the sampling date 08/13/02 Well was dry on the samplingdate 111 1102 Well was dry on the sampling date MW-6R 06/09/04 55 8.2 BDL 22 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 58 10 BDL 12 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL 12/09/04 94 8.1 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL 03/22/05 80 9 BDL 1.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 100 9.5 BDL 2.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 100 6.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 65 6.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL 8DL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 58 9.8 1 BDL 1.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.83 BDL BDL BDL BDL BDL O6121/06 53 13 BDL 3.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 49 11 BDL 1.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 58 12 BDL 3 BDL BDL 8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 54 13 BDL 39 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 58 13 BDL 5.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 17.8 7.5 BDL 6.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 42.9 9.7 BDL 4.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 64.5 12.0 BDL 5.5 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 d49 11.1 BDL 5.0 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 10 9 3.6 BDL 1.7 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 61.4 18.8 BDL 8.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 20.4 5.9 BDL 2.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 32.7 18.5 BDL 10.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 15.9 14.9 BDL 12.7 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 2.6 2.4 BDL 1.8 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 19.1 9.8 BDL 6.9 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 14.9 11.8 BDL 10.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 4.6 2.2 BDL 8.9 BDL BDL BDL BDL NA 1.0 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 12.6 12.2 BDL 24.5 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-7 11/16/98 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 1.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL O8/24100 4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 7.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 3.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 2.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BE 08/13/02 Well was dry on the samplingdate 11/21/02 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/22/03 1s 24 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 19 6.9 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 15 5.6 BDL 0.76 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 BDL BDL BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 4.3 8.6 BDL 1.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/OS 2.1 9.1 BDL 1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/OS 11 8.7 BDL 1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/O5/06 0.98 15 BDL 2.7 BDL BDL BDL BDL BDL BDL 8DL BDL BDL BDL 0.64 BDL BDL BDL BDL BDL NCGWS = North Carolina Groundwater Standards pg/L = micrograms per liter, analogous to parts per billion BDL = Below Laboratory Detection Limits NA = Not Analyzed NE = Not Established Bold = Concentration exceeds NCGWS PCE = Tetrachloroethene TCE = Trichloroethene Trans-1,2-DCE = trans-1,2-Dichloroethene cis-1,2-DCE = cis-1,2-Dichloroethene 1,1-DCE = 1, 1 -Dichloroethene 1,1-DCA = 1, 1 -Dichloroethane 97626 1 GS011 R023 Copyright 2011 Kleinfelder Page 3 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 Analytical Results ( g/L) Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo- methane Ethylbenzene 1,2.4-Trimethyl Xylenes benzene Benzene Methylene Chloride 1 2 DCA Chlorc- ethane NCGWS 0.7 3 100 1 70 17 70 3 0.6 6,000 0.03 600 20 NE 600 400 500 1 5 0 4 3,000 MW-7 (Continued) 06/21/06 SOL 13 BDL 2.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL 8 BDL 91 SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 BDL 4 BDL 8.2 SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 BDL 9 BDL 15 BDL BDL BDL SOL BDL BDL 0.65 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 BDL 067 0.57 19 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 BDL SOL 1.2 23.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.5 BDL 12/18/07 BDL 6.2 1 088 29-4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 0.54 14.4 1.1 17.8 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 BDL 5.1 0.58 9.1 BDL SOL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 BDL 4.4 0.95 16.1 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 0.85 17 BDL 2.2 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 2.0 0,87 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 BDL 2 1A 26.9 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 BDL BDL BDL 4 BDL BDL BDL SOL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 1.1 0.65 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 1.2 0.92 BDL 6.8 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 BDL BDL BDL T3 BDL BDL BDL BDL NA BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL 10/29/10 0.53 0.52 1.7 27.1 BDL BDL BDL BDL NA 6.5 BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL 01/12/11 1.0 BDL 1.7 24 SOL BDL BDL BDL NA 6.0 BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL MW-8 11/16/98 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL 08/24/00 BDL BDL BDL BDL SOL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL BDL 08/22/03 BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL .BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 1.3 SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 0.67 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 1.2 BDL I BDL BDL BDL BDL BDL BDL BDL I BDL BDL BDL I BDL BDL 0,64 BDL BDL BDL BDL BDL 03/15/06 BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 8DL BDL BDL 12/06/06 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.69 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 BDL BDL BDL BDL BDL 0,50 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL 09/18/07 BDL SOL BDL BDL BDL 0.60 BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL BDL SOL BDL 12/18/07 0.55 BDL BDL BDL BDL 0.58 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 1.3 BDL BDL 0.78 BDL 0.70 BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 1.5 BDL BDL 0.75 BDL 0.51 BDL SOL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL 09/03/08 0.7 BDL SOL 0-57 BDL 0.63 BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 1.3 0.63 BDL 1.1 BDL 0.54 BDL SOL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 2.1 0.55 SOL 0.88 BDL 0.54 BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 0.5 SOL BDL 0.79 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 BDL BDL BDL 1.1 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 1.5 0.76 BDL 1.6 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL BDL 03/31/10 1.2 0.59 BDL 2.0 SOL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL 06/16/10 0.63 BDL BDL 1.0 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 0.73 BDL BDL 2.3 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 1.3 BDL BDL 2.0 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-9 04/12/99 144 159 2A 49 13 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 177 187 BDL 60 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 1,300 920 15 140 33 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL 10/31/00 1,700 710 13 190 3.5 NA BDL NA NA NA NA NA NA BDL BDL BDL BDL BDL BDL BDL 12101/00 1,000 570 8.7 170 2.9 NA BDL NA NA NA NA NA NA BDL BDL BDL BDL BDL BDL BDL 01/03/01 1,100 770 11 330 5 NA BDL NA NA NA NA NA NA BDL BDL BDL BDL BDL BDL BDL 06/14/01 a?n 220 24 510 68 11 BDL SOL BDL 2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 2.00 1,600 BDL 710 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL I BDL BDL BDL BDL 02/26/02 5,000 1,800 BDL 1,000 BDL BDL SOL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 5,000 1,900 25 1,200 6.2 BDL BDL 34 SOL 1.5 0,92 2.7 BDL BDL BDL BDL BDL BDL BDL BDL 06/13/02 3,600 1,200 31 1,200 5.4 SOL BDL BDL BDL 2.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/21/02 4,000 1,500 BDL 2,200 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 1,400 730 70 2,300 7.5 BDL BDL BDL NA 35 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 820 590 60 2,300 BDL BDL BDL BDL NA 15 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 540 800 1 BDL 1 1,200 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL SOL BDL NCGWS = North Carolina Groundwater Standards pg/L = micrograms per liter, analogous to parts per billion BDL = Below Laboratory Detection Limits NA = Not Analyzed NE = Not Established Bold = Concentration exceeds NCGWS PCE = Tetrachloroethene TCE = Trichloroethene Trans-1,2-DCE = trans-1,2-Dichloroethene cis-1,2-DCE = cis-1,2-Dichloroethene 1,1-DCE = 1,1-Dichloroethene 1.1-DCA = 1.1-Dichloroethane 97626 1 GS011 R023 Copyright 2011 Kleinfelder Page 4 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 Analytical Results (p /L) Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo- methane Ethylbenzene 1,2,4-Trimethyl benzene Xylenes Benzene Methylene Chloride 1 2-DCA Chloro- ethane NCGWS 0.7 3 100 70 7 70 3 0.6 6,000 0.03 600 20 NE 600 400 500 1 5 0.4 3,000 MW-9 (Continued) 03/22/05 900 1,100 BDL 990 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 250 830 48 also 3.2 BDL BDL BDL BDL 23 BDL BDL BDL BDL BDL BDL 0,58 0.58 BDL BDL 09/28/05 80 520 47 960 BDL BDL BDL BDL BDL 34 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 200 760 54 740 BDL BDL BDL BDL BDL 49 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 270 660 44 700 BDL BDL BDL BDL BDL 40 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 89 240 42 1,100 BDL BDL BDL BDL BDL 200 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 190 570 1 32 760 BDL BDL BDL BDL BDL 110 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 300 620 41 600 BDL BDL BDL BDL BDL 110 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 280 580 73 960 3.6 BDL BDL BDL BDL 280 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 38 110 70 1,300 BDL BDL BDL BDL BDL 500 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 133 397 71.4 721 BDL BDL BDL BDL BDL 208 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 42.7 187 32.9 520 BDL BDL BDL BDL BDL 320 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 27.7 146 42.8 536 BDL BDL BDL BDL NA 277 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 18.6 76.5 31.1 893 BDL BDL BDL BDL NA 466 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 54.5 198 70.9 903 3.6 BDL BDL BDL NA 905 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 24.0 93.7 45.7 466 BDL BDL BDL BDL NA 822 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 30.1 133 48.1 498 BDL BDL BDL BDL NA 824 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 51 161 25.7 482 BDL BDL BDL BDL NA 711 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 30.7 142 27.7 601 BDL BDL BDL BDL NA 1,140 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 116 224 63 638 2.4 BDL BDL BDL NA 2,170 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 73.0 160 18.5 404 BDL BDL BDL BDL NA 828 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 49.1 83.4 16.4 518 BDL BDL BDL BDL NA 1,360 BDL BDL BDL BDL BDL I BDL BDL BDL BDL BDL 10/29/10 BDL BDL 28.3 620 BDL BDL BDL BDL NA 2,220 BDL BDL BDL BE BDL BDL BDL BDL BDL BDL 01/12/11 BDL BDL 14.1 t5 BDL BDL BDL BDL NA 1,680 BDL BE BDL BE BDL BDL BDL BDL BDL BDL MW-10 04/12/99 7.6 1.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/25/99 106 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 240 68 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 440 21 BDL 5.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 270 60 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 31 BDL BDL 440 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 65 9.1 0.97 190 BDL BDL BDL 8.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/13/02 150 15 BDL 90 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/21/02 170 35 BDL 39 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 160 63 BDL 46 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 150 57 BDL 48 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 160 40 BDL 20 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 160 28 BDL 18 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 140 27 BDL 16 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 150 12 BDL 13 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 180 15 BDL 29 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 170 11 BDL 25 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 160 13 BDL 25 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 160 13 BDL 38 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 130 8.6 BDL 26 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 16 BDL BDL 03/08/07 140 14 BDL 38 BDL BDL BDL BDL BDL BDL 0.61 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 130 14 BDL 51 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 104 42.1 BDL 77.9 BDL BDL BDL BDL BDL 5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 79.0 18.8 BDL 64.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 149 17.0 BDL 68.9 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 46.4 13.6 0.73 120 BDL BDL BDL BDL NA 1.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 86.6 16.5 0.57 111 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 87.1 28.7 1.2 84.0 BDL BDL BDL BDL NA 6.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 58.0 23.0 1.4 88.8 BDL BDL BDL BDL NA 7.0 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 29.1 4 0.58 115 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 40.8 10.3 0.98 132 BDL BDL BDL BDL NA 1.3 0.85 BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 25 18.3 2.6 102 BDL BDL BDL BDL I -NAI 51.3 0.79 BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 9.5 14.0 2.4 106 BDL BDL BDL BDL NA 82.8 0.61 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 5.7 4.1 BDL 11.4 BDL BDL BDL BDL NA 74.6 4.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 1 2.9 2.2 2.1 8.2 BDL BDL BDL BDL NA 131 2.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 6.3 2.3 1A 2.8 BDL BDL BDL BDL NA 108 0.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL NCGWS = North Garolma Groundwater Standards pg/L = micrograms per liter, analogous to parts per billion BDL = Below Laboratory Detection Limits NA = Not Analyzed NE = Not Established Bold = Concentration exceeds NCGWS YGt = I etrachloroethene TCE = Trcchloroethene Trans-1,2-DCE = trans-1,2-Dichloroethene cis-1,2-DCE = cis-1,2-Dichloroethene 1,1-DCE = 1,1-Dichloroethene 1,1-DCA = 1,1-Dichloroethane 97626 1 GS011 R023 Copyright 2011 Kleinrelder Page 5 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 Analytical Results (N L Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Bromo- methane Ethylbenzene 1,2,4-Tnmethyl benzene Xylenes Benzene Methylene Chloride 1 2 DCA Chloro- ethane NCGWS 0.7 3 100 70 7 70 3 0 6 6,000 003 600 20 NE 600 400 500 1 5 0.4 3.000 MW11 06/04/99 415 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 200 34 BDL 4.9 BDL BDL BDL BDL 76 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 200 74 BDL 21 BDL BDL BDL 34 BDL BDL 0.85 BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/28/01 210 23 BDL 19 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 600 46 BDL 80 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 370 30 0.62 31 BDL 12 BDL 0.96 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/13/02 Well was dry on the sampling date 11/21/02 Insufficient water to sample 06/09/04 380 52 BDL 35 BDL 1.1 BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 360 45 BDL 30 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 480 59 BDL 43 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 430 54 BDL 45 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 290 39 BDL 43 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 320 36 BDL 33 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 360 63 BDL 63 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 190 31 BDL 40 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 230 43 BDL 38 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 230 53 BDL 41 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 100 36 BDL 32 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 250 41 0.51 36 BDL 0.58 BDL BDL BDL BDL 0.62 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 130 29 BDL 41 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 95.1 31.3 BDL 35.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 75.8 30.6 BDL 534 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 60.4 28.6 0.80 516 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 37.5 18.1 1.1 45.9 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 50.3 29.3 2.4 63.8 BDL BDL BDL BDL NA 13 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 34.9 20.4 0,69 33.4 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 26.7 18.9 0.67 30.1 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 40.1 29.8 1.4 81 BDL BDL BDL BDL NA 12.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 37.7 37.3 2.9 131 BDL BDL BDL BDL NA 48.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 34.2 32.6 2.5 98.1 BDL 8DL BDL BDL NA 5.2 BDL BDL BDL BDL I BDL BDL BDL BDL BDL BDL 03/31/10 7.7 4.6 2.6 43.7 BDL BDL BDL BDL NA 89.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 3.6 3.3 2.6 46.0 BDL BDL BDL BDL NA 84.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 BDL BDL 2.8 15.4 BDL BDL BDL BDL NA 85.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 BDL BDL 3.5 14.1 BDL BDL BDL BDL NA 98.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-12 06/04/99 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL MW-13 06/04/99 112 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 08/24/00 190 2.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/14/01 260 6 BDL 1.2 BDL BDL BDL BDL BDL BDL 0.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/27/01 170 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 02/26/02 390 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 05/01/02 270 11 BDL 2.2 BDL 0 59 BDL 7.7 BDL BDL BDL BDL 1.2 BDL BDL BDL BDL BDL BDL BDL 08/13/02 320 16 BDL 5.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 11/21/02 210 11 1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL I BDL BDL BDL BDL BDL BDL BDL 08/22/03 270 34 0.56 35 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/04 37 24 2.9 220 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/09/04 BDL BDL BDL 210 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/04 BDL BDL BDL 250 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/22/05 BDL BDL BDL 130 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/09/05 BDL BDL BDL 270 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/05 BDL BDL BDL 270 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 BDL BDL BDL 220 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 BDL BDL BDL 220 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/21/06 BDL BDL BDL 270 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL BDL BDL 280 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 BDL BDL 5.6 220 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 2.1 12 6 320 BDL BDL BDL BDL BDL BDL 1.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL rvwvvo - -rin uaronna L,rounawater atanaaras rut = I etracnloroetnene Ng/L = micrograms per liter, analogous to parts per billion TCE = Trichloroethene BDL = Below Laboratory Detection Limits Trans-1,2-DCE = trans-1,2-Dichloroethene NA = Not Analyzed cis-1,2-DCE = cis-1,2-Dichloroethene NE = Not Established 1,1-DCE = 1, 1 -Dichloroethene Bold = Concentration exceeds NCGWS 1.1-DCA = 1, 1 -Dichloroethane Note: Laboratory analysis of the groundwater samples collected from monitoring wells MW-13 and DW-16 were run outside the hold time for the September 3, 2008 sampling event. 97626 1 GSO11 R023 Copyright 2011 Kleinfelder Page 6 of 7 February 14, 2011 TABLE 5: HISTORICAL GROUNDWATER ANALYTICAL SUMMARY (VOLATILE ORGANIC COMPOUNDS) Sampling Location EPA Method 6200 Anal tical Results ( L) Sampling Date PCE TCE trans-1,2-DCE cis-1,2-DCE 1,1-DCE Chloroform Chloro- methane Bromochloro- methane Acetone Vinyl Chloride Toluene MTBE Br°m° methane Ethylbenzene 12,4-Tnmethyl benzene Xylenes Benzene Methylene Chloride 1 2 DCA Chloro- ethane NCGWS 0.7 3 100 70 7 70 3 0.6 6,000 0-03 600 20 NE 600 400 500 1 5 0.4 3,000 MW-13 (Continued) 06/26/07 BDL BDL BDL 240 BDL BDL BDL BDL BDL BDL BOILUBDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 12.3 12.3 11.2 269 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 BDL 8DL BDL 220 BDL BDL BDL 8DL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 1.9 1.2 9.0 249 BDL BDL BDL BDL NA 2.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 3.6 4.3 11.1 271 BDL BDL BDL BDL NA 2.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 BDL BDL 14.3 321 BDL BDL BDL BDL NA 2.1 BDLBDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 5.4 6.4 142 281 BDL BDL BDL BDL NA 2.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 9.1 7.0 125 251 BDL BDL BDL BDL NA 2.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 0.65 BDL 9.6 168 057 BDL BDL BDL NA 1.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 BDL BDL 9.3 201 BDL BDL BDL BDL NA 16.5 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 7.2 5.0 11.8 124 BDL BDL BDL BDL NA 101 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 6.3 4.2 90 86.7 BDL BDL BDL BDL NA 86.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 3.9 2.5 11.3 126 BDL BDL BDL BDL NA 102 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 1.7 1.4 7.7 78.2 BDL BDL BDL BDL NA 95.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01I12/11 4.1 1.0 63 3.7 BDL BDL BDL BDL NA 118 0.64 BDL BDL BDL BDL 0.7 BDL BDL BDL BDL DW-16 10/24/05 490 34 BDL 29 BDL BDL 3.1 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 3.5 4.7 1.4 470 BDL BDL BDL BDL BDL 1.8 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/15/06 BDL BDL BDL 480 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06l21/06 BDL BDL BDL 530 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 BDL BDL BDL 560 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 BDL 5.2 5.9 420 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 22 BDL BDL 03/08/07 15 23 8.4 620 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 200 130 1 7.6 460 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 38.7 216 1 25.9 436 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 12.3 71.7 1 11.9 451 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 24.3 107 1 15.5 463 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 278 285 53.8 287 BDL BDL BDL BDL NA 7.9 1.8 BDL BDL BDL 1.4 BDL BDL BDL BDL BDL 09/03/08 592 375 14.7 214 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 597 355 16.9 182 BDL BDL BDL BDL NA 3.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 561 200 82 101 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 680 205 7.7 109 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 644 181 5.6 95.3 BDL BDL BDL BDL NA 6.8 BDL BDL 8DL BDL BDL BDL BDL BDL BDL BDL 12/09/09 711 234 6.2 101 BDL BDL BDL I BDL NA 6.4 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 542 162 4.3 85 BDL BDL BDL BDL NA 11.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 555 119 BDL 88.9 BDL BDL BDL BDL NA 23 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 593 276 8.2 407 BDL BDL BDL BDL NA 27.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 89 6 188 6.5 1 134 1 BDL BDL BDL BDL NA 5.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL DW-17 10/24/05 18 1 17 1 25 1 750 1 0.83 1 0.65 1 BDL BDL BDL 6.3 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/05/06 5.7 43 1 14 1 400 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL DW-18 01/05/06 110 16 BDL 2.7 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.59 BDL BDL BDL BDL BDL DW-19 01/05/06 100 3.1 BDL 1.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.65 BDL BDL BDL BDL BDL 03/15/06 46 18 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.69 BDL BDL BDL BDL BDL 06/21/06 56 2.1 BDL BDL BDL 0.56 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/28/06 56 2.6 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/06/06 62 2.2 BDL 0.73 BDL 058 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/08/07 120 3.4 BDL 0.83 BDL 0.71 BDL BDL BDL BDL 0 60 BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/26/07 100 3.3 BDL 0.78 BDL 0.59 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/18/07 39.9 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/18/07 64.2 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/08 94.8 3.1 BDL 0.90 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/04/08 90.9 2.8 BDL 0.78 BDL 8DL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/08 113 3.2 BDL 0,81 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/13/09 112 3.5 BDL 0,93 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/04/09 112 3.8 BDL 1.5 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 07/08/09 102 3.2 BDL 0.95 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 09/03/09 100 3.2 BDL 1 BDL BDL I BDL BDL I NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 12/09/09 99.2 3.3 BDL BDL BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 03/31/10 88.7 3.1 BDL 1.2 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 06/16/10 77.6 2.6 BDL 10 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 10/29/10 81.6 2.6 BDL 1.2 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 01/12/11 85.5 2 3 BDL 1.0 BDL BDL BDL BDL NA BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL nwvvo = norm Garonne Grounawater btanaaras PUL = l etrachloroethene pg/L = micrograms per liter, analogous to parts per billion TCE = Trichloroethene BDL = Below Laboratory Detection Limits Trans-1,2-DCE = trans-1,2-Dichloroethene NA = Not Analyzed cis-1,2-DCE = cis-1,2-Dichloroethene NE = Not Established 1,1-DCE = 1. 1 -Dichloroethene Bold = Concentration exceeds NCGWS 1,1-DCA = 1, 1 -Dichloroethane NoteLaboratory analysis of the groundwater samples collected from monitoring wells MW-13 and DW-16 were run outside the hold time for the September 3, 2008 sampling event 97626 1 GSO11 R023 Copyright 2011 Kleinfelder Page 7 of 7 February 14, 2011 FIGURES S--El al.-VZP. ems mom t rocs MAY n N170 r PCro lUY Da 7M> .c 7056 .oat 1. s" I.brw r~ t uC r tact .rtrr ILL' a 7m ►a l"7 .t ra ss ta4 pW � r m W r W a-45-M7 r AW w ►r.rA Orll a%— r. i A.— r " W raiw 60— art.Y 1/14n.. A -IN—~ — i r . ww.Iwr W .we •.A lm 1 Ar W.Yw. er.etr my v..as ti. .-: r.�+w..r rw%o C� tr v w t. _.... s .�.r..r it v�.r i.ws r w/AMr. w.1 w w1Ya rww opwrr A Aa rrrlA w A. wnq. ru. Ar M allwl raM w U.d.w...w IsM.O RM w .st b Y�a.rr M M sWr 17 r P— ..— MYnM4w� .FYI.. 1M. Yrp M . ypie , Wf.l.. Y-A.WA.W .Am . GRAPHIC SCALE .enraasl I I ttn . Pr. 4 t e N m7 roan2 u (wrQ7) -_:Mrm CO WMSTON-SILLY, NORM GROLINA Roaw L.Ld&m, im asQ KsT wAmT svW saR too a momm tans c maau nwa TE1FP OK (spa) aaa-nx rKLEINFELDER FIGURE 2 eftht Pfopk Mot 7.Wtl SITE SURVEY ® = WATER WELL LOCATION r02 KLE/NFELDER Bright Ppualp Right r%b Won FIGURE 3 SURROUNDING PROPERTY OWNERS MAP 201D Fairchild Industrial Products Company I 3920 Westpoint Boulevard Winston-Salem, North Carolina s .4LE V = wla MW-6R � IW-12 ' III�1 -.a- -46- 3 DW-19 •� P 1 -45 •IP-46 IP 8 4; 0 13 *IP Q7 { 11 IP4 i IP-14 GRAPHIC SCALE NOT TO SCALE VICEROY DRIVE \ M IP-16 IP-18 IP•29 \ 5 IP-17 IP-19 IP•21 •22 • ••••• PIP AAA MW-1 \ IP-26 IP-24 DW-2 fV11-t 1 I 9 MW-11� IP-32 ♦ ♦ IP- 0 IP-31 1.1 IW I IS &4I119• 1* IP-2 IW-1 IW-5 IP-3 P 33. IW-15 IP-34 IP-35 I J6 W.10 IPJ7 IP-3 IW-7 1 IP-42 IW-8 MW- 33 ♦ T IP 1 IP-♦T 39 yy IP IW-9 19 T IP-44 +1 MW-8 ANNAPOLIS DRIVE MW BUILDING ('�KLEINFAELDER Bright People. Right Solutions. 313 GALUMORE DAIRY ROAD GREENSBORO, NORTH CAROLINA PHONE: 336.668.0093 LEGEND / APPROXIMATE PROPERTY BOUNDARY MW-1 MONITORING WELL LOCATION DW-2 DEEP MONITORING WELL LOCATION • IP-1 HRC INJECTION POINT IW-1 HRC INJECTION WELL FIGURE 4 HRC INJECTION LOCATIONS Fairchild Industrial Products Company 3920 Westpoint Boulevard Winston-Salem, North Carolina DATE: May 5, 2010 APPROVED BY: SCALE: 1' = 60' DRAWN BY: GGL PROJECT NO: 97626 r� I— Jan-98 Jan-99 FIGURE 5: HISTORICAL AVERAGE GROUNDWATER ELEVATIONS Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Date 76.00 75.00 74.00 73.00 71.00 :' 70.00 68.00 Jan-11 65.00 ANNAPOLIS DRIVE MATE PROPERTY BOUNDARY ZING WELL LOCATION WITH WATER ELEVATION NITORING WELL LOCATION WITH WATER ELEVATION )WATER CONTOUR LINE 1/21/11 50 30 0 30 60 120 GRAPHIC SCALE ANNAPOLIS DRIVE IMATE PROPERTY BOUNDARY LING WELL LOCATION WITH &OROETHENE CONCENTRATIONS (ug/L) INITORING WELL LOCATION WITH iLOROETHENE CONCENTRATION (uglL) HLOROETHENE ;ENTRATION LINE )ETECTION LIMITS PLED 30 0 30 60 120 GRAPHIC SCALE APPENDIX A Average PCE Concentration vs. Time Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 1,200 1,000 800 -o 600 m 400 200 0 Jan-11 Time MW-1 PCE vs. Time Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 574 800 700 600 n 0 0 500 a� 0 c to 400 300 200 100 0 Jan-11 Jan-98 DW-2 PrF= we Tim= Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 50 40 0 30 On n cn M d o' M c r 20 10 0 Jan-11 s PCE fTCE trans-1,2-DCE cis-1,2-DCE Vinyl Chloride Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 MW-5 PC:F vc Tima Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 10 0 H. 7 v 6 n m 0 0 0 0 m 5 0 iv o' 0 c 4 3 2 I 0 Jan-11 MW-6/6R Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 100 .E 80 70 60 n m 0 0 a 50 a� O a c 40 `r 30 20 10 0 Jan-11 Jan-98 MW-7 PCE vs. Time 40 PCE fTCE 35 trans-1,2-DCE --o(--cis-1,2-DCE —0--Vinyl Chloride 30 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 25 c� m 0 0 0 0 co 20 a m 0 c r 15 10 M 0 Jan-11 M W-8 P(`P ve Tima a PCE —f-TCE trans-1,2-DCE cis-1,2-DCE —Vinyl Chloride Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Time Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 10 1�9 D. 7 6 n m 0 0 CD m 5 w o' c 4 F7 3 iq 1 0 Jan-11 MW-9 P(-F vc Time Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Time Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 6,000 5,000 4.000 v C� m 0 0 0 cu 3,000 v 2,000 1,000 D Jan-11 0 I- Jan-98 MW-10 PCE vs. Time —* PCE Try Jan-99 Jan-00 Jan-01 Jan-02 Jan -us Jan-vr 1pafl -- Time c DO m 0 0 M 0 co v 0 c 200 `e I IN 0 11 MW-11 PCE vs. Time PCE fTCE -*r-tl -mac 11 700 . 600 500 v m 4000 0 M 0 CD 1 300 200 100 0 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Time MW-13 PCE vs. Time •PCE -fTCE -ter-trans-1,2-DCE Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time M 400 v 300 m 0 0 1 Q C 200 100 0 Jan-11 DW-16 P(-[= we Timc Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Time 1,000 900 800 700 0 600 n CD 500 =0 c to 7 400 300 200 M 0 Jan-11 DW-19 PCE vs. Time - s PCE fTCE trans-1,2-DCE cis-1,2-DCE —Vinyl Chloride 140 120 100 -o n 80 m 0 0 0 m m 0 60 co 7 40 20 111wwffqF=WW 0 Jan-98 Jan-99 Jan-00 Jan-01 Jan-02 Jan-03 Jan-04 Jan-05 Jan-06 Jan-07 Jan-08 Jan-09 Jan-10 Jan-11 Time ace Analytical www.pacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 February 03, 2011 Mr. Chris Hay Kleinfelder, Inc. 313 Gallimore Dairy Rd Greensboro, NC 27409 RE: Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Dear Mr. Hay: Enclosed are the analytical results for sample(s) received by the laboratory on January 14, 2011. The results relate only to the samples included in this report. Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of the report. Analyses were performed at the Pace Analytical Services location indicated on the sample analyte page for analysis unless otherwise footnoted. If you have any questions concerning this report, please feel free to contact me. Sincerely, Bonnie McKee bonnie.mckee@pacelabs.com Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 1 of 34 aceAnalytical www.pacelabs.ccm Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Charlotte Certification IDS 9800 Kincey Ave. Ste 100, Huntersville, NC 28078 Louisiana/LELAP Certification #: 04034 New Jersey Certification #: NC012 North Carolina Drinking Water Certification #: 37706 North Carolina Field Services Certification #: 5342 North Carolina Wastewater Certification #: 12 Pennsylvania Certification #: 68-00784 South Carolina Certification #: 99006001 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 CERTIFICATIONS South Carolina Drinking Water Cert. #: 99006003 Virginia Certification #: 00213 Connecticut Certification #: PH-0104 Florida/NELAP Certification #: E87627 Kentucky UST Certification #: 84 Louisiana DHH Drinking Water # LA 100031 West Virginia Certification #: 357 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 2 of 34 17;5'ceAnalytical' www pacelabs. com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 SAMPLE SUMMARY Project: Pace Project No.: Lab ID FAIRCHILD 9285800 Sample ID Matrix Date Collected Date Received 9285800001 MW-11 Water 01/12/1110:45 01/14/1113:45 9285800002 MW-9 Water 01/12/1111:09 01/14/1113:45 9285800003 DW-16 Water 01/1211111:35 01/14/1113:45 9285800004 MW-10 Water 01/12/1111:52 01/14/1113:45 9285800005 MW-13 Water 01/12/1112:13 01/14/1113:45 9285800006 MW-611 Water 01/12/1114:21 01/14/1113:45 9285800007 MW-5 Water 01/12/1114:36 01/14/1113:45 9285800008 DW-19 Water 01/12/1115:33 01/14/1113:45 9285800009 DW-2 Water 01/12/1110:12 01/14/1113:45 9285800010 MW-7 Water 01/12/1115:49 01/14/1113:45 9285800011 MW-8 Water 01/12/1116:04 01/14/1113:45 9285800012 MW-1 Water 01/12/1110:32 01/14/1113:45 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Peace Analytical Services, Inc.. l�LC Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Page 3 of 34 4 ,I aceAnaljftal www.pacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 SAMPLE ANALYTE COUNT Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: Pace Project No.: Lab ID FAIRCHILD 9285800 Sample ID Method Analysts Analytes Reported 9285800001 MW-11 SM 6200B TLS 64 9285800002 MW-9 SM 6200B TLS 64 9285800003 DW-16 SM 6200B TLS 64 9285800004 MW-10 SM 6200B TLS 64 9285800005 MW-13 SM 6200B TLS 64 9285800006 MW-6R SM 6200B TLS 64 9285800007 MW-5 SM 6200B TLS 64 9285800008 DW-19 SM 6200B TLS 64 9285800009 DW-2 SM 6200E TLS 64 9285800010 MW-7 SM 6200B TLS 64 9285800011 MW-8 SM 6200B TLS 64 9285800012 MW-1 SM 6200B TLS 64 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. `ol IGIQLf Page 4 of 34 aceAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace AnalytiCal Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: MW-1 Lab ID: 9285800012 Collected: 01/12/11 10:32 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Benzene Bromobenzene Bromochloromethane Bromodichlorometha ne Bromoform Bromomethane n-Butylbenzene sec-Butylbenzene tert-Butylbenzene Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene 1,2-Dibromo-3-chloropropane Dibromochloromethane 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluoromethane 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis- 1,3-Dichloropropene trans-1,3-Dichloropropene Diisopropyl ether Ethylbenzene Hexachloro-1,3-butadiene Isopropylbenzene (Cumene) Methylene Chloride Methyl-tert-butyl ether Naphthalene n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroethane Date: 02/03/2011 01:25 PM Analytical Method: SM 6200B ND ug/L 1.2 1.2 2.5 01/19/11 15:03 71-43-2 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 108-86-1 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 74-97-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 75-27-4 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 75-25-2 ND ug/L 12.5 2.5 2.5 01/19/11 15:03 74-83-9 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 104-51-8 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 135-98-8 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 98-06-6 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 56-23-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 108-90-7 ND ug/L 2.5 2.5 2.5 01/19/11 15:03 75-00-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 67-66-3 ND ug/L 2.5 2.5 2.5 01/19/11 15:03 74-87-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 95-49-8 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 106-43-4 ND ug/L 2.5 2.5 2.5 01/19/11 15:03 96-12-8 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 124-48-1 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 106-93-4 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 74-95-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 95-50-1 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 541-73-1 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 106-46-7 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 75-71-8 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 75-34-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 107-06-2 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 75-35-4 112 ug/L 1.2 1.2 2.5 01/19/11 15:03 156-59-2 12.0 ug/L 1.2 1.2 2.5 01/19/11 15:03 156-60-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 78-87-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 142-28-9 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 594-20-7 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 563-58-6 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 10061-01-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 10061-02-6 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 108-20-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 100-41-4 ND ug/L 5.0 5.0 2.5 01/19/11 15:03 87-68-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 98-82-8 ND ug/L 5.0 5.0 2.5 01/19/11 15:03 75-09-2 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 1634-04-4 9.2 ug/L 5.0 5.0 2.5 01/19/11 15:03 91-20-3 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 103-65-1 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 100-42-5 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 630-20-6 ND ug/L 1.2 1.2 2.5 01/19/11 15:03 79-34-5 REPORT OF LABORATORY ANALYSIS Page 27 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Anek& Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. 11eAnaljdical' 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 r www.pacelabscom Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-1 Lab ID: 9285800012 Collected: 01/12/11 10:32 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Tetrachloroethene ND ug/L 1.2 1.2 2.5 01/19/11 15:03 127-18-4 Toluene ND ug/L 1.2 1.2 2.5 01/19/11 15:03 108-88-3 1,2,3-Trichlorobenzene ND ug/L 5.0 5.0 2.5 01/19/11 15:03 87-61-6 1,2,4-Trichlorobenzene ND ug/L 5.0 5.0 2.5 01/19/11 15:03 120-82-1 1,1,1-Trichloroethane ND ug/L 1.2 1.2 2.5 01/19/11 15:03 71-55-6 1,1,2-Trichloroethane ND ug/L 1.2 1.2 2.5 01/19/11 15:03 79-00-5 Trichloroethene 2.1 ug/L 1.2 1.2 2.5 01/19/11 15:03 79-01-6 Trichlorofluoromethane ND ug/L 2.5 2.5 2.5 01/19/11 15:03 75-69-4 1,2,3-Trichloropropane ND ug/L 1.2 1.2 2.5 01/19/11 15:03 96-18-4 1,2,4-Trimethylbenzene ND ug/L 1.2 1.2 2.5 01/19/11 15:03 95-63-6 1,3,5-Trimethylbenzene ND ug/L 1.2 1.2 2.5 01/19/11 15:03 108-67-8 Vinyl chloride 322 ug/L 2.5 2.5 2.5 01/19/11 15:03 75-01-4 m&p-Xylene ND ug/L 2.5 2.5 2.5 01/19/11 15:03 179601-23-1 o-Xylene 1.9 ug/L 1.2 1.2 2.5 01/19/11 15:03 95-47-6 1,2-Dichloroethane-d4 (S) 98 % 70-130 2.5 01/19/11 15:03 17060-07-0 Dibromofluoromethane (S) 99 % 70-130 2.5 01/19/11 15:03 1868-53-7 4-Bromofluorobenzene (S) 100 % 70-130 2.5 01/19/11 15:03 460-00-4 Toluene-d8 (S) 99 % 70-130 2.5 01/19/11 15:03 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. I_IGICLL `� Page 28 of 34 aceAnalytical www.pac.elabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: DW-2 Lab ID: 9285800009 Collected: 01/12/11 10:12 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 13:32 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 108-86-1 Bromochloro methane ND ug/L 0.50 0.50 1 01/19/11 13:32 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 13:32 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 13:32 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 13:32 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 13:32 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 13:32 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 13:32 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 13:32 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:32 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:32 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 13:32 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 13:32 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 13:32 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 13:32 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 13:32 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:32 75-35-4 cis- 1, 2-Dichloroethene 2.2 ug/L 0.50 0.50 1 01/19/11 13:32 156-59-2 trans- 1, 2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:32 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:32 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:32 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:32 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:32 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:32 10061-01-5 trans-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:32 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 13:32 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 13:32 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 13:32 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 13:32 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 13:32 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 13:32 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 13:32 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 21 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. . oLIGKLL ® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. IceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 www.paceiabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: DW-2 Lab ID: 9285800009 Collected: 01/12/11 10:12 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 1.1 ug/L 0.50 0.50 1 01/19/11 13:32 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 13:32 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:32 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:32 120-82-1 1, 1, 1 -Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:32 79-00-5 Trichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:32 79-01-6 Trichlorofluoro methane ND ug/L 1.0 1.0 1 01/19/11 13:32 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:32 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:32 108-67-8 Vinyl chloride ND ug/L 1.0 1.0 1 01/19/11 13:32 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 13:32 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 13:32 95-47-6 1,2-Dichloroethane-d4 (S) 102 % 70-130 1 01/19/11 13:32 17060-07-0 Dibromofluoromethane (S) 100 % 70-130 1 01/19/11 13:32 1868-53-7 4-Bromofluorobenzene (S) 99 % 70-130 1 01/19/11 13:32 460-00-4 Toluene-d8 (S) 101 % 70-130 1 01/19/11 13:32 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 22 of 34 /* aceanalytical www.pacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-5 Lab ID: 9285800007 Collected: 01/12/11 14:36 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 12:46 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:46 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 12:46 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 12:46 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 12:46 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 135-98-8 tert-Butyl benzene ND ug/L 0.50 0.50 1 01/19/11 12:46 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 12:46 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 12:46 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 12:46 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 12:46 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:46 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:46 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 12:46 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:46 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 12:46 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 12:46 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 12:46 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:46 75-35-4 cis-1,2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:46 156-59-2 trans- 1,2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:46 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:46 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:46 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:46 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:46 563-58-6 cis- 1, 3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:46 10061-01-5 trans- 1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:46 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 12:46 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 12:46 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 12:46 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 12:46 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 12:46 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 12:46 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 12:46 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 17 of 34 This report shall not be reproduced, except in full, without the written consent off PaceAnalytical Services, Inc.. A,, Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. /'*,;a1C6Ana1yNca1' 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 www.pacelabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-5 Parameters Lab ID: 9285800007 Results Units Collected: Report Limit 01/12/11 14:36 MDL DF Received: 01/14/11 13:45 Matrix: Water Prepared Analyzed CAS No, Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 0.86 ug/L 0.50 0.50 1 01/19/11 12:46 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 12:46 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:46 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:46 120-82-1 1,1,1-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:46 79-00-5 Trichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:46 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 12:46 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:46 96-18-4 1,2,4-Tdmethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:46 108-67-8 Vinyl chloride ND ug/L 1.0 1.0 1 01/19/11 12:46 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 12:46 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 12:46 95-47-6 1,2-Dichloroethane-d4 (S) 119 % 70-130 1 01/19/11 12:46 17060-07-0 Dibromofluoromethane (S) 113 % 70-130 1 01/19/11 12:46 1868-53-7 4-Bromofluorobenzene(S) 98 % 70-130 1 01/19/11 12:46 460-00-4 Toluene-d8 (S) 100 % 70-130 1 01/19/11 12:46 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 18 of 34 1)!2ceAnalyfical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-6R Parameters Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Lab ID: 9285800006 Collected: 01/12/11 14:21 Report Results Units Limit MDL DF 6200B MSV Analytical Method: SM 6200B Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Received: 01/14/11 13:45 Matrix: Water Prepared Analyzed CAS No. Qual Benzene ND ug/L 0.50 0.50 1 01/19/11 12:23 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:23 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 12:23 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 12:23 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 12:23 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 12:23 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 12:23 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 12:23 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 12:23 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:23 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:23 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 12:23 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:23 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 12:23 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 12:23 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 12:23 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:23 75-35-4 cis- 1,2-Dichloroethene 24.5 ug/L 0.50 0.50 1 01/19/11 12:23 156-59-2 trans-1,2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:23 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:23 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:23 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:23 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:23 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:23 10061-01-5 trans- 1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:23 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 12:23 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 12:23 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 12:23 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 12:23 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 12:23 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 12:23 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 12:23 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 15 of 34 This report shall not be reproduced, except in full, without the written consent of Peace Analytical Services, Inc.. `7 I�eK1,C aCMwlytieal www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: MW-SR Lab ID: 9285800006 Collected: 01/12/11 14:21 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 12.6 ug/L 0.50 0.50 1 01/19/11 12:23 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 12:23 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:23 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:23 120-82-1 1,1,1-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:23 79-00-5 Trchloroethene 12.2 ug/L 0.50 0.50 1 01/19/11 12:23 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 12:23 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:23 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:23 108-67-8 Vinyl chloride ND ug/L 1.0 1.0 1 01/19/11 12:23 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 12:23 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 12:23 95-47-6 1,2-Dichloroethane-d4 (S) 121 % 70-130 1 01/19/11 12:23 17060-07-0 Dibromofluoromethane (S) 114 % 70-130 1 01/19/11 12:23 1868-53-7 4-Bromofluorobenzene (S) 97 % 70-130 1 01/19/11 12:23 460-00-4 Toluene-d8 (S) 97 % 70-130 1 01/19/11 12:23 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 16 of 34 ® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. aceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 ' wwwpacelabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-7 Lab ID: 9285800010 Collected: 01/12/11 15:49 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 13:54 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 13:54 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 13:54 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 13:54 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 13:54 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 13:54 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 13:54 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 13:54 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 13:54 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:54 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:54 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 13:54 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 13:54 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 13:54 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 13:54 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 13:54 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:54 75-35-4 cis-1,2-Dichloroethene 24.0 ug/L 0.50 0.50 1 01/19/11 13:54 156-59-2 trans-1,2-Dichloroethene 1.7 ug/L 0.50 0.50 1 01/19/11 13:54 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:54 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:54 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:54 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:54 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:54 10061-01-5 trans-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:54 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 13:54 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 13:54 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 13:54 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 13:54 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 13:54 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 13:54 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 13:54 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 23 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. aceAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: MW-7 Lab ID: 9285800010 Collected: 01/12/11 15:49 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 1.0 ug/L 0.50 0.50 1 01/19/11 13:54 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 13:54 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:54 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:54 120-82-1 1,1,1-Tdchloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:54 79-00-5 Trichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:54 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 13:54 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:54 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:54 108-67-8 Vinyl chloride 6.0 ug/L 1.0 1.0 1 01/19/11 13:54 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 13:54 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 13:54 95-47-6 1,2-Dichloroethane-d4 (S) 117 % 70-130 1 01/19/11 13:54 17060-07-0 Dibromofluoromethane (S) 112 % 70-130 1 01/19/11 13:54 1868-53-7 4-Bromofluorobenzene (S) 101 % 70-130 1 01/19/11 13:54 460-00-4 Toluene-d8 (S) 100 % 70-130 1 01/19/11 13:54 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace eeaAnalytical Services, Inc.. .L' z Page 24 of 34 acmnalXical wwwpacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-8 Lab ID: 9285800011 Collected: 01/12/11 16:04 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 14:17 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 14:17 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 14:17 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 14:17 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 14:17 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 14:17 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 14:17 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 14:17 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 14:17 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 14:17 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 14:17 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 14:17 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 14:17 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 14:17 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 14:17 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 14:17 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 14:17 75-35-4 cis- 1,2-Dichloroethene 2.0 ug/L 0.50 0.50 1 01/19/11 14:17 156-59-2 trans- 1,2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 14:17 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 14:17 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 14:17 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 14:17 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 14:17 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 14:17 10061-01-5 trans- 1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 14:17 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 14:17 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 14:17 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 14:17 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 14:17 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 14:17 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 14:17 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 14:17 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 25 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. ofPa _ acaAnalwal www.pacelabs.com Pace Analytical Services, Inc. Pace Analytical Services, Inc. 205 East Meadow Road - Suite A 2225 Riverside Dr. Eden, NC 27288 Asheville, NC 28804 (336)623-8921 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-8 Lab ID: 9285800011 Collected: 01/12/11 16:04 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qua] 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 1.3 ug/L 0.50 0.50 1 01/19/11 14:17 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 14:17 108-88-3 1,2,3-Thch]orobenzene ND ug/L 2.0 2.0 1 01/19/11 14:17 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 14:17 120-82-1 1,1,1-Thch]oroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 71-55-6 1,1,2-Trchloroethane ND ug/L 0.50 0.50 1 01/19/11 14:17 79-00-5 Trichloroethene ND ug/L 0.50 0.50 1 01/19/11 14:17 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 14:17 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 14:17 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 14:17 108-67-8 Vinyl chloride ND ug/L 1.0 1.0 1 01/19/11 14:17 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 14:17 179601-23-1 o-Xy]ene ND ug/L 0.50 0.50 1 01/19/11 14:17 95-47-6 1,2-Dichloroethane-d4 (S) 118 % 70-130 1 01/19/11 14:17 17060-07-0 Dibromofluoromethane (S) 116 % 70-130 1 01/19/11 14:17 1868-53-7 4-Bromofluorobenzene (S) 99 % 70-130 1 01/19/11 14:17 460-00-4 Toluene-d8 (S) 100 % 70-130 1 01/19/11 14:17 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. 1 a'1e... Page 26 of 34 ZAnalytical www.pacelab&=n Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-9 Parameters Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Lab ID: 9285800002 Collected: 01/12/11 11:09 Report Results Units Limit MDL DF 6200E MSV Analytical Method: SM 6200B Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Received: 01/14/11 13:45 Matrix: Water Prepared Analyzed CAS No. Qua[ Benzene ND ug/L 10.0 10.0 20 01/19/11 15:25 71-43-2 Bromobenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 108-86-1 Bromochloromethane ND ug/L 10.0 10.0 20 01/19/11 15:25 74-97-5 Bromodichloromethane ND ug/L 10.0 10.0 20 01/19/11 15:25 75-27-4 Bromoform ND ug/L 10.0 10.0 20 01/19/11 15:25 75-25-2 Bromomethane ND ug/L 100 20.0 20 01/19/11 15:25 74-83-9 n-Butylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 104-51-8 sec-Butylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 135-98-8 tert-Butylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 98-06-6 Carbon tetrachloride ND ug/L 10.0 10.0 20 01/19/11 15:25 56-23-5 Chlorobenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 108-90-7 Chloroethane ND ug/L 20.0 20.0 20 01/19/11 15:25 75-00-3 Chloroform ND ug/L 10.0 10.0 20 01/19/11 15:25 67-66-3 Chloromethane ND ug/L 20.0 20.0 20 01/19/11 15:25 74-87-3 2-Chlorotoluene ND ug/L 10.0 10.0 20 01/19/11 15:25 95-49-8 4-Chlorotoluene ND ug/L 10.0 10.0 20 01/19/11 15:25 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 20.0 20.0 20 01/19/11 15:25 96-12-8 Dibromochloromethane ND ug/L 10.0 10.0 20 01/19/11 15:25 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 10.0 10.0 20 01/19/11 15:25 106-93-4 Dibromomethane ND ug/L 10.0 10.0 20 01/19/11 15:25 74-95-3 1,2-Dichlorobenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 95-50-1 1,3-Dichlorobenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 541-73-1 1,4-Dichlorobenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 106-46-7 Dichlorodifluoromethane ND ug/L 10.0 10.0 20 01/19/11 15:25 75-71-8 1,1-Dichloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 75-34-3 1,2-Dichloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 107-06-2 1,1-Dichloroethene ND ug/L 10.0 10.0 20 01/19/11 15:25 75-35-4 cis- 1,2-Dichloroethene 15.0 ug/L 10.0 10.0 20 01/19/11 15:25 156-59-2 trans- 1,2-Dichloroethene 14.1 ug/L 10.0 10.0 20 01/19/11 15:25 156-60-5 1,2-Dichloropropane ND ug/L 10.0 10.0 20 01/19/11 15:25 78-87-5 1,3-Dichloropropane ND ug/L 10.0 10.0 20 01/19/11 15:25 142-28-9 2,2-Dichloropropane ND ug/L 10.0 10.0 20 01/19/11 15:25 594-20-7 1,1-Dichloropropene ND ug/L 10.0 10.0 20 01/19/11 15:25 563-58-6 cis-1,3-Dichloropropene ND ug/L 10.0 10.0 20 01/19/11 15:25 10061-01-5 trans-1,3-Dichloropropene ND ug/L 10.0 10.0 20 01/19/11 15:25 10061-02-6 Diisopropyl ether ND ug/L 10.0 10.0 20 01/19/11 15:25 108-20-3 Ethylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 100-41-4 Hexachloro-1,3-butadiene ND ug/L 40.0 40.0 20 01/19/11 15:25 87-68-3 Isopropylbenzene (Cumene) ND ug/L 10.0 10.0 20 01/19/11 15:25 98-82-8 Methylene Chloride ND ug/L 40.0 40.0 20 01/19/11 15:25 75-09-2 Methyl-tert-butyl ether ND ug/L 10.0 10.0 20 01/19/11 15:25 1634-04-4 Naphthalene ND ug/L 40.0 40.0 20 01/19/11 15:25 91-20-3 n-Propylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 103-65-1 Styrene ND ug/L 10.0 10.0 20 01/19/11 15:25 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 7 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. _ aXAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: MW-9 Lab ID: 9285800002 Collected: 01/12/11 11:09 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qua[ 6200E MSV Analytical Method: SM 6200B Tetrachloroethene ND ug/L 10.0 10.0 20 01/19/11 15:25 127-18-4 Toluene ND ug/L 10.0 10.0 20 01/19/11 15:25 108-88-3 1,2,3-Trichlorobenzene ND ug/L 40.0 40.0 20 01/19/11 15:25 87-61-6 1,2,4-Trichlorobenzene ND ug/L 40.0 40.0 20 01/19/11 15:25 120-82-1 1,1,1-Trichloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 71-55-6 1,1,2-Trichloroethane ND ug/L 10.0 10.0 20 01/19/11 15:25 79-00-5 Trichloroethene ND ug/L 10.0 10.0 20 01/19/11 15:25 79-01-6 Trichlorofluoromethane ND ug/L 20.0 20.0 20 01/19/11 15:25 75-69-4 1,2,3-Trichloropropane ND ug/L 10.0 10.0 20 01/19/11 15:25 96-18-4 1,2,4-Trimethylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 95-63-6 1,3,5-Trimethylbenzene ND ug/L 10.0 10.0 20 01/19/11 15:25 108-67-8 Vinyl chloride 1680 ug/L 20.0 20.0 20 01/19/11 15:25 75-01-4 m&p-Xylene ND ug/L 20.0 20.0 20 01/19/11 15:25 179601-23-1 o-Xylene ND ug/L 10.0 10.0 20 01/19/11 15:25 95-47-6 1,2-Dichloroethane-d4 (S) 99 % 70-130 20 01/19/11 15:25 17060-07-0 Dibromofluoromethane (S) 98 % 70-130 20 01/19/11 15:25 1868-53-7 4-Bromofluorobenzene (S) 99 % 70-130 20 01/19/11 15:25 460-00-4 Toluene-d8 (S) 98 % 70-130 20 01/19/11 15:25 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. �y,�.1opp�xa, Page 8 of 34 axAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-10 Parameters Pace Analytical Services,1nc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Lab ID: 9285800004 Collected: 01/12/11 11:52 Received: 01/14/11 13:45 Matrix: Water Report Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 11:37 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 11:37 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 11:37 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 11:37 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 11:37 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 11:37 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 11:37 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 11:37 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 11:37 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 11:37 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 11:37 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 11:37 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 11:37 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 11:37 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 11:37 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 11:37 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 11:37 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 11:37 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 11:37 75-35-4 cis-1,2-Dichloroethene 2.8 ug/L 0.50 0.50 1 01/19/11 11:37 156-59-2 trans- 1,2-Dichloroethene 1.4 ug/L 0.50 0.50 1 01/19/11 11:37 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 11:37 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 11:37 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 11:37 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 11:37 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 11:37 10061-01-5 trans- 1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 11:37 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 11:37 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 11:37 87-68-3 Isopropyl benzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 11:37 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 11:37 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 11:37 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 11:37 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:37 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 11:37 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 11:37 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 11.37 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 11 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. VI elaet. ceAnalytical' www.pacafabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: MW-10 Lab ID: 9285800004 Collected: 01/12/11 11:52 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL OF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Tetrachloroethene 6.3 ug/L 0.50 0.50 1 01/19/11 11:37 127-18-4 Toluene 0.90 ug/L 0.50 0.50 1 01/19/11 11:37 108-88-3 1,2,3-Trichlorobenzene NO ug/L 2.0 2.0 1 01/19/11 11:37 87-61-6 1,2,4-Trichlorobenzene NO ug/L 2.0 2.0 1 01/19/11 11:37 120-82-1 1,1,1-Trichloroethane NO ug/L 0.50 0.50 1 01/19/11 11:37 71-55-6 1,1,2-Trichloroethane NO ug/L 0.50 0.50 1 01/19/11 11:37 79-00-5 Trichloroethene 2.3 ug/L 0.50 0.50 1 01/19/11 11:37 79-01-6 Trich lo rofluo ro methane NO ug/L 1.0 1.0 1 01/19/11 11:37 75-69-4 1,2,3-Trichloropropane NO ug/L 0.50 0.50 1 01/19/11 11:37 96-18-4 1,2,4-Trimethylbenzene NO ug/L 0.50 0.50 1 01/19/11 11:37 95-63-6 1,3,5-Trimethylbenzene NO ug/L 0.50 0.50 1 01/19/11 11:37 108-67-8 Vinyl chloride 108 ug/L 1.0 1.0 1 01/19/11 11:37 75-01-4 m&p-Xylene NO ug/L 1.0 1.0 1 01/19/11 11:37 179601-23-1 o-Xylene NO ug/L 0.50 0.50 1 01/19/11 11:37 95-47-6 1,2-Dichloroethane-d4 (S) 99 % 70-130 1 01/19/11 11:37 17060-07-0 Dibromofluoromethane (S) 98 % 70-130 1 01/19/11 11:37 1868-53-7 4-Bromofluorobenzene (S) 96 % 70-130 1 01/19/11 11:37 460-00-4 Toluene-d8 (S) 96 % 70-130 1 01/19/11 11:37 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 12 of 34 1�;alceAnalyfical' www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-11 Parameters 6200E MSV Benzene Bromobenzene Bromochloromethane Bromodichlo rometha ne Bromoform Bromomethane n-Butylbenzene sec-Butylbenzene tert-Butylbenzene Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane 2-Chlorotoluene 4-Chlorotoluene 1,2-Dibromo-3-chloropropane Dibromoc h lorometha ne 1,2-Dibromoethane (EDB) Dibromomethane 1,2-Dichlorobenzene 1,3-Dichlorobenzene 1,4-Dichlorobenzene Dichlorodifluorometha ne 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroethene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis- 1,3-Dichloropropene trans- 1,3-Dichloropropene Diisopropyl ether Ethylbenzene Hexachloro-1,3-butadiene Isopropylbenzene (Cumene) Methylene Chloride Methyl-tert-butyl ether Naphthalene n-Propylbenzene Styrene 1,1,1,2-Tetrachloroethane 1,1,2,2-Tetrachloroeth ane Date: 02/03/2011 01:25 PM Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Lab ID: 9285NO001 Collected: 01/12/11 10:45 Report Results Units Limit MDL DF Analytical Method: SM 6200B Pace Analytical Services, Inc. 9800 KinceyAve. Suite 100 Huntersville, NC 28078 (704)875-9092 Received: 01/14/11 13:45 Matrix: Water Prepared Analyzed CAS No. Qual ND ug/L 0.50 0.50 1 01/19/11 11:14 71-43-2 ND ug/L 0.50 0.50 1 01/19/11 11:14 108-86-1 ND ug/L 0.50 0.50 1 01/19/11 11:14 74-97-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 75-27-4 ND ug/L 0.50 0.50 1 01/19/11 11:14 75-25-2 ND ug/L 5.0 1.0 1 01/19/11 11:14 74-83-9 ND ug/L 0.50 0.50 1 01/19/11 11:14 104-51-8 ND ug/L 0.50 0.50 1 01/19/11 11:14 135-98-8 ND ug/L 0.50 0.50 1 01/19/11 11:14 98-06-6 ND ug/L 0.50 0.50 1 01/19/11 11:14 56-23-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 108-90-7 ND ug/L 1.0 1.0 1 01/19/11 11:14 75-00-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 67-66-3 ND ug/L 1.0 1.0 1 01/19/11 11:14 74-87-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 95-49-8 ND ug/L 0.50 0.50 1 01/19/11 11:14 106-43-4 ND ug/L 1.0 1.0 1 01/19/11 11:14 96-12-8 ND ug/L 0.50 0.50 1 01/19/11 11:14 124-48-1 ND ug/L 0.50 0.50 1 01/19/11 11:14 106-93-4 ND ug/L 0.50 0.50 1 01/19/11 11:14 74-95-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 95-50-1 ND ug/L 0.50 0.50 1 01/19/11 11:14 541-73-1 ND ug/L 0.50 0.50 1 01/19/11 11:14 106-46-7 ND ug/L 0.50 0.50 1 01/19/11 11:14 75-71-8 ND ug/L 0.50 0.50 1 01/19/11 11:14 75-34-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 107-06-2 ND ug/L 0.50 0.50 1 01/19/11 11:14 75-35-4 14.1 ug/L 0.50 0.50 1 01/19/11 11:14 156-59-2 3.5 ug/L 0.50 0.50 1 01/19/11 11:14 156-60-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 78-87-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 142-28-9 ND ug/L 0.50 0.50 1 01/19/11 11:14 594-20-7 ND ug/L 0.50 0.50 1 01/19/11 11:14 563-58-6 ND ug/L 0.50 0.50 1 01/19/11 11:14 10061-01-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 10061-02-6 ND ug/L 0.50 0.50 1 01/19/11 11:14 108-20-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 100-41-4 ND ug/L 2.0 2.0 1 01/19/11 11:14 87-68-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 98-82-8 ND ug/L 2.0 2.0 1 01/19/11 11:14 75-09-2 ND ug/L 0.50 0.50 1 01/19/11 11:14 1634-04-4 ND ug/L 2.0 2.0 1 01/19/11 11:14 91-20-3 ND ug/L 0.50 0.50 1 01/19/11 11:14 103-65-1 ND ug/L 0.50 0.50 1 01/19/11 11:14 100-42-5 ND ug/L 0.50 0.50 1 01/19/11 11:14 630-20-6 ND ug/L 0.50 0.50 1 01/19/11 11:14 79-34-5 REPORT OF LABORATORY ANALYSIS Page 5 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. E' C!= ® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. accAna1Xica! 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 www.pacelabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-11 Lab ID: 9285800001 Collected: 01/12/11 10:45 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Tetrachloroethene ND ug/L 0.50 0.50 1 01/19/11 11:14 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 11:14 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 11:14 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 11:14 120-82-1 1,1,1-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 11:14 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 11:14 79-00-5 Trichloroethene ND ug/L 0.50 0.50 1 01/19/11 11:14 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 11:14 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 11:14 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:14 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 11:14 108-67-8 Vinyl chloride 98.8 ug/L 1.0 1.0 1 01/19/11 11:14 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 11:14 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 11:14 95-47-6 1,2-Dichloroethane-d4 (S) 115 % 70-130 1 01/19/11 11:14 17060-07-0 Dibromofluoromethane (S) 110 % 70-130 1 01/19/11 11:14 1868-53-7 4-Bromofluorobenzene (S) 91 % 70-130 1 01/19/11 11:14 460-00-4 Toluene-d8 (S) 103 % 70-130 1 01/19/11 11:14 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. `I.LGIQ1,.f Page 6 of 34 '!�2aceAnalXical www.pacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-13 Lab ID: 9285600005 Collected: 01/12/11 12:13 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 12:00 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:00 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 12:00 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 12:00 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 12:00 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 12:00 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 12:00 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 12:00 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 12:00 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:00 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 12:00 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 12:00 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 12:00 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 12:00 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 12:00 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 12:00 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 12:00 75-35-4 cis-1,2-Dichloroethene 3.7 ug/L 0.50 0.50 1 01/19/11 12:00 156-59-2 trans-1,2-Dichloroethene 6.3 ug/L 0.50 0.50 1 01/19/11 12:00 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:00 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:00 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:00 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:00 563-58-6 cis-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:00 10061-01-5 trans-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 12:00 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 12:00 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 12:00 87-68-3 Isopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 12:00 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 12:00 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 12:00 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 12:00 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 103-65-1 Styrene ND ug/L 0.50 0.50 1 01/19/11 12:00 100-4225 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 13 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Qoti 1GlQ�F = ZAnalytical' Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 www.pacelabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: MW-13 Lab ID: 9285800005 Collected: 01/12/11 12:13 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 4.1 ug/L 0.50 0.50 1 01/19/11 12:00 127-18-4 Toluene 0.64 ug/L 0.50 0.50 1 01/19/11 12:00 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:00 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 12:00 120-82-1 1,1,1-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 12:00 79-00-5 Trichloroethene 1.0 ug/L 0.50 0.50 1 01/19/11 12:00 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 12:00 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 01/19/11 12:00 96-18-4 1,2,4-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 12:00 108-67-8 Vinyl chloride 118 ug/L 1.0 1.0 1 01/19/11 12:00 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 12:00 179601-23-1 o-Xylene 0.70 ug/L 0.50 0.50 1 01/19/11 12:00 95-47-6 1,2-Dichloroethane-d4 (S) 113 % 70-130 1 01/19/11 12:00 17060-07-0 Dibromofluoromethane (S) 108 % 70-130 1 01/19/11 12:00 1868-53-7 4-Bromofluorobenzene (S) 95 % 70-130 1 01/19/11 12:00 460-00-4 Toluene-d8 (S) 101 % 70-130 1 01/19/11 12:00 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 14 of 34 FaceAnaIXical ' wwwpacetabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: DW-16 Lab ID: 9285800003 Collected: 01/12/11 11:35 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 62008 Benzene ND ug/L 2.5 2.5 5 01/19/11 15:48 71-43-2 Bromobenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 108-86-1 Bromochloromethane ND ug/L 2.5 2.5 5 01/19/11 15:48 74-97-5 Bromodichloromethane ND ug/L 2.5 2.5 5 01/19/11 15:48 75-27-4 Bromoform ND ug/L 2.5 2.5 5 01/19/11 15:48 75-25-2 Bromomethane ND ug/L 25.0 5.0 5 01/19/11 15:48 74-83-9 n-Butylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 104-51-8 sec-Butylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 135-98-8 tert-Butylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 98-06-6 Carbon tetrachloride ND ug/L 2.5 2.5 5 01/19/11 15:48 56-23-5 Chlorobenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 108-90-7 Chloroethane ND ug/L 5.0 5.0 5 01/19/11 15:48 75-00-3 Chloroform ND ug/L 2.5 2.5 5 01/19/11 15:48 67-66-3 Chloromethane ND ug/L 5.0 5.0 5 01/19/11 15:48 74-87-3 2-Chlorotoluene ND ug/L 2.5 2.5 5 01/19/11 15:48 95-49-8 4-Chlorotoluene ND ug/L 2.5 2.5 5 01/19/11 15:48 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 5.0 5.0 5 01/19/11 15:48 96-12-8 Dibromochloromethane ND ug/L 2.5 2.5 5 01/19/11 15:48 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 2.5 2.5 5 01/19/11 15:48 106-93-4 Dibromomethane ND ug/L 2.5 2.5 5 01/19/11 15:48 74-95-3 1,2-Dichlorobenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 95-50-1 1,3-Dichlorobenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 541-73-1 1,4-Dichlorobenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 106-46-7 Dichlorodifluoromethane ND ug/L 2.5 2.5 5 01/19/11 15:48 75-71-8 1,1-Dichloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 75-34-3 1,2-Dichloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 107-06-2 1,1-Dichloroethene ND ug/L 2.5 2.5 5 01/19/11 15:48 75-35-4 cis- 1, 2-Dichloroethene 134 ug/L 2.5 2.5 5 01/19/11 15:48 156-59-2 trans-1,2-Dichloroethene 6.5 ug/L 2.5 2.5 5 01/19/11 15:48 156-60-5 1,2-Dichloropropane ND ug/L 2.5 2.5 5 01/19/11 15:48 78-87-5 1,3-Dichloropropane ND ug/L 2.5 2.5 5 01/19/11 15:48 142-28-9 2,2-Dichloropropane ND ug/L 2.5 2.5 5 01/19/11 15:48 594-20-7 1,1-Dichloropropene ND ug/L 2.5 2.5 5 01/19/11 15:48 563-58-6 cis- 1, 3-Dichloropropene ND ug/L 2.5 2.5 5 01/19/11 15:48 10061-01-5 trans- 1,3-Dichloropropene ND ug/L 2.5 2.5 5 01/19/11 15:48 10061-02-6 Diisopropyl ether ND ug/L 2.5 2.5 5 01/19/11 15:48 108-20-3 Ethylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 100-41-4 Hexachloro-1,3-butadiene ND ug/L 10.0 10.0 5 01/19/11 15:48 87-68-3 Isopropylbenzene (Cumene) ND ug/L 2.5 2.5 5 01/19/11 15:48 98-82-8 Methylene Chloride ND ug/L 10.0 10.0 5 01/19/11 15:48 75-09-2 Methyl-tert-butyl ether ND ug/L 2.5 2.5 5 01/19/11 15:48 1634-04-4 Naphthalene ND ug/L 10.0 10.0 5 01/19/11 15:48 91-20-3 n-Propylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 103-65-1 Styrene ND ug/L 2.5 2.5 5 01/19/11 15:48 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 9 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. `.1 IGIO,Lf �a / ® Pace Analytical Services, Inc. Pace Analytical Services, Inc. Pace Analytical Services, Inc. PaceAnalytical 205 East Meadow Road - Suite A 2225 Riverside Dr. 9800 Kincey Ave. Suite 100 www.pacelabs.com Eden, NC 27288 Asheville, NC 28804 Huntersville, NC 28078 (336)623-8921 (828)254-7176 (704)875-9092 ANALYTICAL RESULTS Project: FAIRCHILD Pace Project No.: 9285800 Sample: DW-16 Lab ID: 9285800003 Collected: 01/12/11 11:35 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Tetrachloroethene 896 ug/L 2.5 2.5 5 01/19/11 15:48 127-18-4 Toluene ND ug/L 2.5 2.5 5 01/19/11 15:48 108-88-3 1,2,3-Trichlorobenzene ND ug/L 10.0 10.0 5 01/19/11 15:48 87-61-6 1,2,4-Trichlorobenzene ND ug/L 10.0 10.0 5 01/19/11 15:48 120-82-1 1,1,1-Trichloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 71-55-6 1,1,2-Trichloroethane ND ug/L 2.5 2.5 5 01/19/11 15:48 79-00-5 Trichloroethene 188 ug/L 2.5 2.5 5 01/19/11 15:48 79-01-6 Trichlorofluoromethane ND ug/L 5.0 5.0 5 01/19/11 15:48 75-69-4 1,2,3-Trichloropropane ND ug/L 2.5 2.5 5 01/19/11 15:48 96-18-4 1,2,4-Trimethylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 95-63-6 1,3,5-Trimethylbenzene ND ug/L 2.5 2.5 5 01/19/11 15:48 108-67-8 Vinyl chloride 5.3 ug/L 5.0 5.0 5 01/19/11 15:48 75-01-4 m&p-Xylene ND ug/L 5.0 5.0 5 01/19/11 15:48 179601-23-1 o-Xylene ND ug/L 2.5 2.5 5 01/19/11 15:48 95-47-6 1,2-Dichloroethane-d4 (S) 119 % 70-130 5 01/19/11 15:48 17060-07-0 Dibromofluoromethane (S) 115 % 70-130 5 01/19/11 15:48 1868-53-7 4-Bromofluorobenzene (S) 97 % 70-130 5 01/19/11 15:48 460-00-4 Toluene-d8 (S) 94 % 70-130 5 01/19/11 15:48 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Page 10 of 34 P ccAnalytical www.pacelabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 Sample: DW-19 Lab ID: 9285800008 Collected: 01/12/11 15:33 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200E MSV Analytical Method: SM 6200B Benzene ND ug/L 0.50 0.50 1 01/19/11 13:09 71-43-2 Bromobenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 108-86-1 Bromochloromethane ND ug/L 0.50 0.50 1 01/19/11 13:09 74-97-5 Bromodichloromethane ND ug/L 0.50 0.50 1 01/19/11 13:09 75-27-4 Bromoform ND ug/L 0.50 0.50 1 01/19/11 13:09 75-25-2 Bromomethane ND ug/L 5.0 1.0 1 01/19/11 13:09 74-83-9 n-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 104-51-8 sec-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 135-98-8 tert-Butylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 98-06-6 Carbon tetrachloride ND ug/L 0.50 0.50 1 01/19/11 13:09 56-23-5 Chlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 108-90-7 Chloroethane ND ug/L 1.0 1.0 1 01/19/11 13:09 75-00-3 Chloroform ND ug/L 0.50 0.50 1 01/19/11 13:09 67-66-3 Chloromethane ND ug/L 1.0 1.0 1 01/19/11 13:09 74-87-3 2-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:09 95-49-8 4-Chlorotoluene ND ug/L 0.50 0.50 1 01/19/11 13:09 106-43-4 1,2-Dibromo-3-chloropropane ND ug/L 1.0 1.0 1 01/19/11 13:09 96-12-8 Dibromochloromethane ND ug/L 0.50 0.50 1 01/19/11 13:09 124-48-1 1,2-Dibromoethane (EDB) ND ug/L 0.50 0.50 1 01/19/11 13:09 106-93-4 Dibromomethane ND ug/L 0.50 0.50 1 01/19/11 13:09 74-95-3 1,2-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 95-50-1 1,3-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 541-73-1 1,4-Dichlorobenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 106-46-7 Dichlorodifluoromethane ND ug/L 0.50 0.50 1 01/19/11 13:09 75-71-8 1,1-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 75-34-3 1,2-Dichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 107-06-2 1,1-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:09 75-35-4 cis-1,2-Dichloroethene 1.0 ug/L 0.50 0.50 1 01/19/11 13:09 156-59-2 trans-1,2-Dichloroethene ND ug/L 0.50 0.50 1 01/19/11 13:09 156-60-5 1,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:09 78-87-5 1,3-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:09 142-28-9 2,2-Dichloropropane ND ug/L 0.50 0.50 1 01/19/11 13:09 594-20-7 1,1-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:09 563-58-6 cis- 1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:09 10061-01-5 trans-1,3-Dichloropropene ND ug/L 0.50 0.50 1 01/19/11 13:09 10061-02-6 Diisopropyl ether ND ug/L 0.50 0.50 1 01/19/11 13:09 108-20-3 Ethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 100-41-4 Hexachloro-1,3-butadiene ND ug/L 2.0 2.0 1 01/19/11 13:09 87-68-3 1sopropylbenzene (Cumene) ND ug/L 0.50 0.50 1 01/19/11 13:09 98-82-8 Methylene Chloride ND ug/L 2.0 2.0 1 01/19/11 13:09 75-09-2 Methyl-tert-butyl ether ND ug/L 0.50 0.50 1 01/19/11 13:09 1634-04-4 Naphthalene ND ug/L 2.0 2.0 1 01/19/11 13:09 91-20-3 n-Propylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 103-65-1 Styrene ND ug/L 0.50 0,50 1 01/19/11 13:09 100-42-5 1,1,1,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 630-20-6 1,1,2,2-Tetrachloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 79-34-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 19 of 34 This report shall not be reproduced, except in full, without the written consent of�Pace +Analytical Services, Inc.. / PaceAnalytical www.pacelabs.wn Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 ANALYTICAL RESULTS Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Sample: DW-19 Lab ID: 9285800008 Collected: 01/12/11 15:33 Received: 01/14/11 13:45 Matrix: Water Report Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual 6200B MSV Analytical Method: SM 6200B Tetrachloroethene 85.5 ug/L 0.50 0.50 1 01/19/11 13:09 127-18-4 Toluene ND ug/L 0.50 0.50 1 01/19/11 13:09 108-88-3 1,2,3-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:09 87-61-6 1,2,4-Trichlorobenzene ND ug/L 2.0 2.0 1 01/19/11 13:09 120-82-1 1,1,1-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 71-55-6 1,1,2-Trichloroethane ND ug/L 0.50 0.50 1 01/19/11 13:09 79-00-5 Trichloroethene 2.3 ug/L 0.50 0.50 1 01/19/11 13:09 79-01-6 Trichlorofluoromethane ND ug/L 1.0 1.0 1 01/19/11 13:09 75-69-4 1,2,3-Trichloropropane ND ug/L 0.50 0.50 1 .01/19/11 13:09 96-18-4 1,2,4-T6methylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 95-63-6 1,3,5-Trimethylbenzene ND ug/L 0.50 0.50 1 01/19/11 13:09 108-67-8 Vinyl chloride ND ug/L 1.0 1.0 1 01/19/11 13:09 75-01-4 m&p-Xylene ND ug/L 1.0 1.0 1 01/19/11 13:09 179601-23-1 o-Xylene ND ug/L 0.50 0.50 1 01/19/11 13:09 95-47-6 1,2-Dichloroethane-d4 (S) 111 % 70-130 1 01/19/11 13:09 17060-07-0 Dibromofluoromethane (S) 108 % 70-130 1 01/19/11 13:09 1868-53-7 4-Bromofluorobenzene (S) 96 % 70-130 1 01/19/11 13:09 460-00-4 Toluene-d8 (S) 99 % 70-130 1 01/19/11 13:09 2037-26-5 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. 1 1S�11CiS.. �_ Page 20 of 34 2ceAnalytical' www pacelabacom Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 QC Batch: MSV/13761 Analysis Method: SM 6200B QC Batch Method: SM 6200B Analysis Description: 6200E MSV Associated Lab Samples: 9285800001, 9285800002, 9285800003, 9285800004, 9285800005, 9285800006, 9285800007, 9285800008, 9285800009, 9285800010, 9285800011, 9285800012 METHOD BLANK: 552700 Matrix: Water Associated Lab Samples: 9285800001, 9285800002, 9285800003, 9285800004, 9285800005, 9285800006, 9285800007, 9285800008, 9285800009, 9285800010, 9285800011, 9285800012 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers 1,1,1,2-Tetrachloroethane ug/L ND 0.50 01/19/11 10:06 1, 1, 1 -Trichloroethane ug/L ND 0.50 01/19/11 10:06 1,1,2,2-Tetrachloroethane ug/L ND 0.50 01/19/11 10:06 1,1,2-Trichloroethane ug/L ND 0.50 01/19/11 10:06 1,1-Dichloroethane ug/L ND 0.50 01/19/11 10:06 1,1-Dichloroethene ug/L ND 0.50 01/19/11 10:06 1,1-Dichloropropene ug/L ND 0.50 01/19/11 10:06 12,3-Trichlorobenzene ug/L ND 2.0 01/19/11 10:06 1,2,3-Thchloropropane ug/L ND 0.50 01/19/11 10:06 1,2,4-Trichlorobenzene ug/L ND 2.0 01/19/11 10:06 1,2,4-Trimethylbenzene ug/L ND 0.50 01/19/11 10:06 1,2-Dibromo-3-chloropropane ug/L ND 1.0 01/19/11 10:06 1,2-Dibromoethane (EDB) ug/L ND 0.50 01/19/11 10:06 1,2-Dichlorobenzene ug/L ND 0.50 01/19/11 10:06 1,2-Dichloroethane ug/L ND 0.50 01/19/11 10:06 1,2-Dichloropropane ug/L ND 0.50 01/19/11 10:06 1,3,5-Trimethylbenzene ug/L ND 0.50 01/19/11 10:06 1,3-Dichlorobenzene ug/L ND 0.50 01/19/11 10:06 1,3-Dichloropropane ug/L ND 0.50 01/19/11 10:06 1,4-Dichlorobenzene ug/L ND 0.50 01/19/11 10:06 2,2-Dichloropropane ug/L ND 0.50 01/19/11 10:06 2-Chlorotoluene ug/L ND 0.50 01/19/11 10:06 4-Chlorotoluene ug/L ND 0.50 01/19/11 10:06 Benzene ug/L ND 0.50 01/19/11 10:06 Bromobenzene ug/L ND 0.50 01/19/11 10:06 Bromochloromethane ug/L ND 0.50 01/19/11 10:06 Bromodichloromethane ug/L ND 0.50 01/19/11 10:06 Bromoform ug/L ND 0.50 01/19/11 10:06 Bromomethane ug/L ND 5.0 01/19/11 10:06 Carbon tetrachloride ug/L ND 0.50 01/19/11 10:06 Chlorobenzene ug/L ND 0.50 01/19/11 10:06 Chloroethane ug/L ND 1.0 01/19/11 10:06 Chloroform ug/L ND 0.50 01/19/11 10:06 Chloromethane ug/L ND 1.0 01/19/11 10:06 cis- 1,2-Dichloroethene ug/L ND 0.50 01/19/11 10:06 cis- 1,3-Dichloropropene ug/L ND 0.50 01/19/11 10:06 Dibromochloromethane ug/L ND 0.50 01/19/11 10:06 Dibromomethane ug/L ND 0.50 01/19/11 10:06 Dichlorodifluoromethane ug/L ND 0.50 01/19/11 10:06 Diisopropyl ether ug/L ND 0.50 01/19/11 10:06 Ethylbenzene ug/L ND 0.50 01/19/11 10:06 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of PPra�cee+Analytical Services, Inc.. `:1 IGGLLf Page 29 of 34 alwAnalytical www.pacelabs.corn Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 METHOD BLANK: 552700 Matrix: Water Associated Lab Samples: 9285800001, 9285800002, 9285800003, 9285800004, 9285800005, 9285800006, 9285800007, 9285800008, 9285800009,9285800010,9285800011,9285800012 Blank Reporting Parameter Units Result Limit Analyzed Qualifiers Hexachloro-1,3-butadiene ug/L NO 2.0 01/19/11 10:06 Isopropylbenzene (Cumene) ug/L NO 0.50 01/19/11 10:06 m&p-Xylene ug/L NO 1.0 01/19/11 10:06 Methyl-tert-butyl ether ug/L NO 0.50 01/19/11 10:06 Methylene Chloride ug/L NO 2.0 01/19/11 10:06 n-Butylbenzene ug/L NO 0.50 01/19/11 10:06 n-Propylbenzene ug/L NO 0.50 01/19/11 10:06 Naphthalene ug/L NO 2.0 01/19/11 10:06 o-Xylene ug/L NO 0.50 01/19/11 10:06 sec-Butylbenzene ug/L NO 0.50 01/19/11 10:06 Styrene ug/L NO 0.50 01/19/11 10:06 tert-Butylbenzene ug/L NO 0.50 01/19/11 10:06 Tetrachloroethene ug/L NO 0.50 01/19/11 10:06 Toluene ug/L NO 0.50 01/19/11 10:06 trans-1,2-Dichloroethene ug/L NO 0.50 01/19/11 10:06 trans- 1,3-Dichloropropene ug/L NO 0.50 01/19/11 10:06 Trichloroethene ug/L NO 0.50 01/19/11 10:06 Trichlorofluoromethane ug/L NO 1.0 01/19/11 10:06 Vinyl chloride ug/L NO 1.0 01/19/11 10:06 1,2-Dichloroethane-d4 (S) % 117 70-130 01/19/11 10:06 4-Bromofluorobenzene (S) % 99 70-130 01/19/11 10:06 Dibromofluoromethane (S) % 118 70-130 01/19/11 10:06 Toluene-d8 (S) % 100 70-130 01/19/11 10:06 LABORATORY CONTROL SAMPLE: Parameter 552701 Units Spike Conc. LCS Result LCS % Rec % Rec Limits Qualifiers 1,1,1,2-Tetrachloroethane ug/L 50 45.0 90 60-140 1,1,1-Trichloroethane ug/L 50 47.9 96 60-140 1,1,2,2-Tetrachloroethane ug/L 50 45.3 91 60-140 1,12-Trichloroethane ug/L 50 48.3 97 60-140 1,1-Dichloroethane ug/L 50 47.3 95 60-140 1,1-Dichloroethene ug/L 50 47.3 95 60-140 1,1-Dichloropropene ug/L 50 49.6 99 60-140 1,2,3-Trichlorobenzene ug/L 50 45.1 90 60-140 1,2,3-Trichloropropane ug/L 50 46.8 94 60-140 1,2,4-Trichlorobenzene ug/L 50 41.2 82 60-140 1,2,4-Trimethylbenzene ug/L 50 49.2 98 60-140 1,2-Dibromo-3-chloropropane ug/L 50 48.3 97 60-140 1,2-Dibromoethane (EDB) ug/L 50 50.3 101 60-140 1,2-Dichlorobenzene ug/L 50 49.8 100 60-140 1,2-Dichloroethane ug/L 50 48.1 96 60-140 1,2-Dichloropropane ug/L 50 46.5 93 60-140 1,3,5-Trimethylbenzene ug/L 50 49.1 98 60-140 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. ` Vnda& Page 30 of 34 11!;'31ceAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA LABORATORY CONTROL SAMPLE: Parameter 552701 Units Spike Conc. LCS Result 1,3-Dichlorobenzene ug/L 50 50.6 1,3-Dichloropropane ug/L 50 51.0 1,4-Dichlorobenzene ug/L 50 44.2 2,2-Dichloropropane ug/L 50 39.6 2-Chlorotoluene ug/L 50 53.5 4-Chlorotoluene ug/L 50 53.2 Benzene ug/L 50 48.2 Bromobenzene ug/L 50 47.3 Bromochloromethane ug/L 50 49.6 Bromodichloromethane ug/L 50 47.0 Bromoform ug/L 50 49.4 Bromomethane ug/L 50 56.9 Carbon tetrachloride ug/L 50 45.8 Chlorobenzene ug/L 50 45.0 Chloroethane ug/L 50 45.4 Chloroform ug/L 50 46.1 Chloromethane ug/L 50 48.1 cis- 1,2-Dichloroethene ug/L 50 46.5 cis- 1,3-Dichloropropene ug/L 50 45.4 Dibromochloromethane ug/L 50 48.5 Dibromomethane ug/L 50 46.2 Dichlorodifluoromethane ug/L 50 40.8 Diisopropyl ether ug/L 50 51.4 Ethylbenzene ug/L 50 49.5 Hexachloro-1,3-butadiene ug/L 50 44.5 Isopropylbenzene (Cumene) ug/L 50 48.6 m&p-Xylene ug/L 100 109 Methyl-tert-butyl ether ug/L 50 49.8 Methylene Chloride ug/L 50 51.5 n-Butylbenzene ug/L 50 46.9 n-Propylbenzene ug/L 50 52.3 Naphthalene ug/L 50 44.3 o-Xylene ug/L 50 47.9 sec -Butyl benzene ug/L 50 48.3 Styrene ug/L 50 47.6 tert-Butylbenzene ug/L 50 48.2 Tetra chloroethene ug/L 50 45.3 Toluene ug/L 50 47.4 trans-1,2-Dichloroethene ug/L 50 47.4 trans-1,3-Dichloropropene ug/L 50 55.0 Trichloroethene ug/L 50 51.2 Trichlorofluoromethane ug/L 50 45.1 Vinyl chloride ug/L 50 52.7 1,2-Dichloroethane-d4 (S) % 4-Bromofluorobenzene (S) % Dibromofluoromethane (S) % Toluene-d8 (S) % Date: 02/03/2011 01:25 PM LCS % Rec % Rec Limits 101 60-140 102 60-140 88 60-140 79 60-140 107 60-140 106 60-140 96 60-140 95 60-140 99 60-140 94 60-140 99 60-140 114 60-140 92 60-140 90 60-140 91 60-140 92 60-140 96 60-140 93 60-140 91 60-140 97 60-140 92 60-140 82 60-140 103 60-140 99 60-140 89 60-140 97 60-140 109 60-140 100 60-140 103 60-140 94 60-140 105 60-140 89 60-140 96 60-140 97 60-140 95 60-140 96 60-140 91 60-140 95 60-140 95 60-140 110 60-140 102 60-140 90 60-140 105 60-140 103 70-130 99 70-130 101 70-130 101 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. l lGlG11.f Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Qualifiers Page 31 of 34 ace Analytical www.pace4abs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 553469 553470 MS MSD 9285808010 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual 1,1,1,2-Tetrachloroethane ug/L ND 20 20 17.5 17.1 88 85 60-140 3 30 1,1,1-Trichloroethane ug/L ND 20 20 17.9 19.4 90 97 60-140 8 30 1,1,2,2-Tetrachloroethane ug/L ND 20 20 17.0 16.8 85 84 60-140 1 30 1,1,2-Trichloroethane ug/L ND 20 20 17.6 17.7 88 89 60-140 1 30 1,1-Dichloroethane ug/L ND 20 20 18.0 19.1 90 95 60-140 6 30 1,1-Dichloroethene ug/L ND 20 20 17.8 19.2 89 96 60-140 7 30 1,1-Dichloropropene ug/L ND 20 20 18.4 19.5 92 97 60-140 6 30 1,2,3-Trichlorobenzene ug/L ND 20 20 14.7 14.5 73 72 60-140 1 30 1,2,3-Trichloropropane ug/L ND 20 20 16.5 16.5 83 83 60-140 0 30 1,2,4-Trichlorobenzene ug/L ND 20 20 13.5 13.6 68 68 60-140 0 30 1,2,4-Trimethylbenzene ug/L ND 20 20 16.7 17.4 83 87 60-140 4 30 1,2-Dibromo-3-chloropropane ug/L ND 20 20 15.7 16.8 79 84 60-140 6 30 1,2-Dibromoethane (EDB) ug/L ND 20 20 17.4 17.6 87 88 60-140 1 30 1,2-Dichlorobenzene ug/L ND 20 20 17.7 18.0 89 90 60-140 1 30 1,2-Dichloroethane ug/L ND 20 20 17.2 18.8 86 94 60-140 9 30 1,2-Dichloropropane ug/L ND 20 20 16.2 16.3 81 82 60-140 1 30 1,3,5-Trimethylbenzene ug/L ND 20 20 17.0 17.0 85 85 60-140 0 30 1,3-Dichlorobenzene ug/L ND 20 20 18.9 18.8 94 94 60-140 0 30 1,3-Dichloropropane ug/L ND 20 20 17.8 17.6 89 88 60-140 1 30 1,4-Dichlorobenzene ug/L ND 20 20 16.6 16.8 83 84 60-140 1 30 2,2-Dichloropropane ug/L ND 20 20 16.7 17.4 84 87 60-140 4 30 2-Chlorotoluene ug/L ND 20 20 19.2 19.3 96 96 60-140 1 30 4-Chlorotoluene ug/L ND 20 20 20.3 20.6 102 103 60-140 1 30 Benzene ug/L ND 20 20 18.1 17.9 90 90 60-140 1 30 Bromobenzene ug/L ND 20 20 17.8 18.1 89 91 60-140 2 30 Bromochloromethane ug/L ND 20 20 18.2 19.6 91 98 60-140 7 30 Bromodichloromethane ug/L ND 20 20 16.7 16.6 84 83 60-140 1 30 Bromoform ug/L ND 20 20 16.5 16.6 83 83 60-140 0 30 Bromomethane ug/L ND 20 20 18.0 20.0 90 100 60-140 11 30 Carbon tetrachloride ug/L ND 20 20 18.7 18.3 93 92 60-140 2 30 Chlorobenzene ug/L ND 20 20 17.9 17.5 89 87 60-140 2 30 Chloroethane ug/L ND 20 20 18.8 19.8 94 99 60-140 5 30 Chloroform ug/L ND 20 20 17.4 18.6 87 93 60-140 7 30 Chloromethane ug/L ND 20 20 19.5 20.5 98 103 60-140 5 30 cis-1,2-Dichloroethene ug/L ND 20 20 17.0 18.0 85 90 60-140 6 30 cis- 1, 3-Dichloropropene ug/L ND 20 20 13.4 13.2 67 66 60-140 1 30 Dibromochloromethane ug/L ND 20 20 16.9 16.8 85 84 60-140 1 30 Dibromomethane ug/L ND 20 20 16.3 16.7 81 83 60-140 2 30 Dichlorodifluoromethane ug/L ND 20 20 14.8 15.9 74 80 60-140 7 30 Diisopropyl ether ug/L ND 20 20 17.5 18.6 87 93 60-140 6 30 Ethylbenzene ug/L ND 20 20 19.0 18.7 95 93 60-140 1 30 Hexachloro-1,3-butadiene ug/L ND 20 20 15.9 16.0 79 80 60-140 1 30 Isopropylbenzene (Cumene) ug/L ND 20 20 16.8 16.3 84 81 60-140 3 30 m&p-Xylene ug/L ND 40 40 40.9 40.5 102 101 60-140 1 30 Methyl-tert-butyl ether ug/L ND 20 20 16.8 17.6 84 88 60-140 4 30 Methylene Chloride ug/L ND 20 20 17.0 18.1 85 90 60-140 6 30 n-Butylbenzene ug/L ND 20 20 15.4 15.7 77 78 60-140 2 30 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 32 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. aceAwlXical www.pamiabs.com Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 QUALITY CONTROL DATA Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: FAIRCHILD Pace Project No.: 9285800 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 553469 553470 MS MSD 9285808010 Spike Spike MS MSD MS MSD % Rec Max Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual n-Propylbenzene ug/L ND 20 20 20.2 20.2 101 101 60-140 0 30 Naphthalene ug/L ND 20 20 12.5 12.4 62 62 60-140 0 30 o-Xylene ug/L ND 20 20 16.3 16.0 82 80 60-140 2 30 sec-Butylbenzene ug/L ND 20 20 17.2 17.3 86 86 60-140 1 30 Styrene ug/L ND 20 20 17.1 17.2 85 86 60-140 1 30 tert-Butylbenzene ug/L ND 20 20 17.1 16.9 86 85 60-140 1 30 Tetrachloroethene ug/L ND 20 20 17.4 17.1 87 85 60-140 2 30 Toluene ug/L ND 20 20 17.6 17.4 88 87 60-140 1 30 trans-1,2-Dichloroethene ug/L ND 20 20 17.2 18.5 86 92 60-140 7 30 trans-1,3-Dichloropropene ug/L ND 20 20 18.0 17.8 90 89 60-140 1 30 Trichloroethene ug/L ND 20 20 18.7 19.0 93 95 60-140 2 30 Trichlorofluoromethane ug/L ND 20 20 18.9 20.6 95 103 60-140 8 30 Vinyl chloride ug/L ND 20 20 19.5 20.6 97 103 60-140 5 30 1,2-Dichloroethane-d4 (S) % 96 104 70-130 4-Bromofluorobenzene(S) % 101 99 70-130 Dibromofluoromethane (S) % 99 106 70-130 Toluene-d8 (S) % 98 97 70-130 Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. bC h& Page 33 of 34 1! aceAnalytical www.pacelabs.com Project: FAIRCHILD Pace Project No.: 9285800 DEFINITIONS Pace Analytical Services, Inc. 205 East Meadow Road - Suite A Eden, NC 27288 (336)623-8921 QUALIFIERS Pace Analytical Services, Inc. 2225 Riverside Dr. Asheville, NC 28804 (828)254-7176 Pace Analytical Services, Inc. 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of the sample aliquot, or moisture content. ND - Not Detected at or above adjusted reporting limit. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL -Adjusted Method Detection Limit. S - Surrogate 1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean -Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes. Date: 02/03/2011 01:25 PM REPORT OF LABORATORY ANALYSIS Page 34 of 34 This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc.. Client Name: Pace Analytical Services Contact: Bonnie McKee Address: 9800 Kincey Ave Suite 100 Huntersville, NC 28078 Lab Sample # Client Sample ID P1101192-01 MW-11 P1101192-02 MW-9 P1101192-03 DW-16 P1101192-04 MW-10 P1101192-05 MW-13 P1101192-06 MW-6R P1101192-07 DW-19 P1101192-08 DW-2 Page: Pagel of 11 Lab Proj #: P1101192 Report Date: 01/31/11 Client Proj Name: Fairchild Client Proj #: 9285800 Laboratory Results j Total pages in data package: Micxoseeps test results meet all the requi ements of the NELAC standards or provide reasons and/or justification if they do not. Approved By. Date: Protect Manager: Heather Hauser The analytical results reported here are reliable and usable to the precision expressed in this report. As required by some regulating authorities, a full discussion of the uncertainty in our analytical results can be obtained at our web site or through customer service. Unless otherwise specified, all results are reported on a wet weight basis. As a valued client we would appreciate your comments on our service. Please call customer service at (412)826-5245 or email customerservice@microseeps. com. 220 William Pitt Way - Pittsburgh, PA 15238 - Tel 412-826-5245 - Fax 412-826-3433 website www.microseeps.com email info amicroseeps.com Client Name: Pace Analytical Services Contact: Bonnie McKee Address: 9800 Kincey Ave Suite 100 Huntersville, NC 28078 Page: Page 2 of 11 Lab Proj #: P1101192 Report Date: 01/31/11 Client Proj Name: Fairchild Client Proj #: 9285800 Case Narrative: The percent recovery on the RPD analysis for pyruvic acid was outside of control limits. The results were accepted based on the LCS. This report is being reissued on 2/14/2011 with the corrected pyruvic results on samples DW-16(P1101192-03), MW-10(P1101192-04) and DW-2(P1101192-08). The instrumentation software pulled a sample matrix peal, that came out at 0.2 RT after the pyruvic RT yielding a false positive result for pyruvic. Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected s� in blank, S -field sample as received did not meet NELAC sample acceptance criteria, L -Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Contact: Bonnie McKee Address: 9800 Kincey Ave Suite 100 Huntersville, NC 28078 Sample Description DW-2 Matrix Water Page: Page 10 of 11 Lab Proj #: P1101192 Report Date: 01/31/11 Client Proj Name: Fairchild Client Proj #: 9285800 Lab Sample # Sampled Daterrime Received P1101192-08 12 Jan. 11 10:12 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Acetic Acid 34.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid 10.0 1.0 mg/L AM21G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21G 1/27/11 td Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected in blank, S -field sample as received did not meet NELAC sample acceptance criteria, L -Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 8 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Sampled DatefT-fme Received MW-6R Water P1101192-06 12 Jan. 11 14:21 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Acetic Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid U < 1.0 1.0 mg/L AM21 G 1/27/11 td N Pyruvic Acid UM < 10.0 i0.0 mg/L AM21G 1/27/11 td crs,r, '^ Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected x`. in blank, S - field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 4 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Samoled DateMme Received MW-9 Water P1101192-02 12 Jan. 11 11:09 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By semiVolatiles N Acetic Acid 12.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid J 0.9 1.0 mg/L AM21G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21G 1/27/11 td ��'/��r�� Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected t1�1ca1ti i in blank, S -field sample as received did not meet NELAC sample acceptance criteria, L -Subcontracted Lab used, N - NELAC certified analysis PA02-00538 NIICROSEEPS Client Name: Pace Analytical Services Contact: Bonnie McKee Address: 9800 Kincey Ave Suite 100 Huntersville, NC 28078 Sample Description MW-10 Page: Page 6 of 11 Lab Proj #: P1101192 Report Date: 01/31/11 Client Proj Name: Fairchild Client Proj #: 9285800 Matrix Lab Sample # Sampled Date/Time Received Water P1101192-04 12 Jan. 11 11:52 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Acetic Acid U < 1.0 1.0 mg/L AM21 G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21 G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21 G 1 /27111 td N Propionic Acid U < 1.0 1.0 mg/L AM21 G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21 G 1/27/11 td Mat- ,te9Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected in blank, S -field sample as received did not meet NELAC sample acceptance criteria, L -Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 3 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Nuntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Sampled Date/Time Received MW-11 Water P1101192-01 12 Jan. 11 10:45 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Ace6c Acid 82.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid 12.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid 200.0 1.0 mg/L AM21G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21G 1/27/11 td ♦o )'LTy�Cf Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - RecoveryWf) poor for MS/MSD, SAMP/DUP, B - detected in blank, S - field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 7 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Sampled Date/Time Received MW-13 Water P1101192-05 12 Jan. 11 12:13 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By Semillolatiles N Acetic Acid 69.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21 G 1/27/11 td N Propionic Add 55.0 1.0 mg/L AM21G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21G 1/27/11 td _(.. A' Data Qualifiers: J - estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected in blank, S - field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 5 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Sampled Date>Tme Received DW-16 Water P1101192-03 12 Jan. 11 11:35 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Acetic Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid U < 1.0 1.0 mg/L AM21G 1/27111 td N Pyruvic Acid M <10.0 10.0 mg/L AM21G 1/27/11 td Data Qualifiers: J - estimated value, U - Non detect, R - Poor surro.gate recovery, M - Recovery/RPD poor for MS/MSD, SAMP/DUP, B - detected in blank, S - field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 9 of 11 Contact: Bonnie McKee Lab Proj#: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Sample Description Matrix Lab Sample # Sampled Datelfime Received DW-19 Water P1101192-07 12 Jan. 11 15:33 19 Jan. 11 14:19 Analyte(s) Flag Result PQL Units Method # Analysis Date By SemiVolatiles N Acetic Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Butyric Acid U < 1.0 1.0 mg/L AM21G 1/27/11 td N Lactic Acid U < 25.0 25.0 mg/L AM21G 1/27/11 td N Propionic Acid U < 1.0 1.0 mg/L AM21 G 1/27/11 td N Pyruvic Acid UM < 10.0 10.0 mg/L AM21G 1/27/11 td Data Qualifiers: J - estimated value, U -Non detect, R -Poor surrogate recovery, M -Recovery/RPD poor for MS/MSD, SAMP/DUP, B -detected s in blank, S - field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NELAC certified analysis PA02-00538 MICROSEEPS Client Name: Pace Analytical Services Page: Page 11 of 11 Contact: Bonnie McKee Lab Proj #: P1101192 Address: 9800 Kincey Ave Report Date: 01/31/11 Suite 100 Client Proj Name: Fairchild Huntersville, NC 28078 Client Proj #: 9285800 Prep Method: Analysis of Volatile Fatty Acids in Water Analysis Method: Analysis of Volatile Fatty Acids in Water M110131011-MB Result TrueSpikeConc. RDL %Recovery Ctl Limits Acetic Acid < 1.0 mg/L 1.0 - NA Propionic Acid < 1.0 mg/L 1.0 - NA Butyric Acid < 1.0 mg/L 1.0 - NA Lactic Acid < 25.0 mg/L 25.0 - NA Pyruvic Acid < 10.0 mg/L 10.0 - NA M110131011-LCS Result TtueSnikeConc. %Recovery Ctl Limits Acetic Acid 100.0 mg/L 100.00 100.00 70 -130 Propionic Acid 97.0 mg/L 100.00 97.00 70 -130 Butyric Acid 100.0 mg/L 100.00 100.00 70 - 130 Lactic Acid 93.0 mg/L 100.00 93.00 70 - 130 Pyruvic Acid 84.0 mg/L 100.00 84.00 70 - 130 P1101183-02A-MS Result TrueSpikeConc. %Recovery Ctl Limits Acetic Acid 100.0 mg/L 100.00 100.00 70 - 130 Propionic Acid 97.0 mg/L 100.00 97.00 70 - 130 Butyric Acid 98.0 mg/L 100.00 98.00 70 - 130 Lactic Acid 91.0 mg/L 100.00 91.00 70 - 130 Pyruvic Acid 130.0 mg/L 100.00 130.00 70 - 130 P1 101 183-02A-MSD Result TrueS_pikeConc. %Recovery Ctl Limits RPD RPD Cti Limits Acetic Acid 100.0 mg/L 100.00 100.00 70 - 130 0.00 0 - 20 Propionic Acid 100.0 mg/L 100.00 100.00 70 - 130 3.05 0 - 20 Butyric Acid 98.0 mg/L 100.00 98.00 70 - 130 0.00 0 - 20 Lactic Acid 85.0 mg/L 100.00 85.00 70 - 130 6.82 0 - 20 Pyruvic Acid 89.0 mg/L, 100.00 89.00 70 - 130 37.44 0 - 20 Outlined Results indicate results outside of Control limits ' Data Qualifiers: 1- estimated value, U - Non detect, R - Poor surrogate recovery, M - Recovery/RPD poor for MS/MSD, SAMWDUP, B - detected in blank, S -field sample as received did not meet NELAC sample acceptance criteria, L - Subcontracted Lab used, N - NEL.AC certified analysis PA02-00538 MICROSEEPS