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HomeMy WebLinkAbout0037 BARNSTABLE ROAD - Health (2) i r g �4V a y , � p # , r 4 „ l n z , s i •a: .a�.:.-+'.,. :.,. r ..:.....r ...r ....,.. . =,..�c ..Y. .,...,,:.. a...� ,..: ,.. .,_ .*.,..#:. ., r.aa .. ,,.,. Y'F b�� •P^x.;�.4= '�.,r+y;t a', _�,•� :�' .a�.::e: •:......:i ;',G ,, .,,.:? r., n,r„. , ... ... m F�, a:`^ s , .,,,.. », .z cr;: � N ,,: , .. � ..,. ,a «i" `xt '4 ,a,T� �l+;:W',� e� :.F.a .� ,'�;.!. o v .A g.' ... -,.:,;, .,§� n.7.. ,..,.n,-,..Y,'�Ux'. �'�,o:,7;w+s. a✓". kw°:'C :�. ..� r ..;�.. .. '"".'•_ 'w. �. :.t., 5,' d ';ro' .s....� z PHASE I COMPLETION STATEMENT WITH CLASS B-1 RESPONSE ACTION OUTCOME N/F Europa Imports 37 Barnstable Road Hyannis, MA Project#B003-3777 ' JULY 20,2004 /0 v A15 I � O'REILLY. ENNETT n Inc. Engineering, Environmental & Surveying Services 06 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 ' Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax - BENNETT & O'REILLY, INC. - Engineering&Environmental Services LETTER OF 1573 Main Street, P.O. Box 1667 Brewster,MA 02631 TRANSMITTAL (508) 896-6630 FAX(508) 896-4687 TO: DATE: JOB NUMBER: Mr.Richard Packard,Section Chief July 28,2004 B003-3777 MA DEP(SERO),BWSC/ERS 20 Riverside Drive Lakeville,MA 02347 REGARDING: Phase I Completion Statement with Class B-1 RAO 37 Barnstable Road We are sending you: Hyannis,MA 02601 N/F Europa Imports COPIES DATE DESCRIPTION 1 7/20/04 Narrative Report(original) Response Outcome Statement,BWSC-104(original) Comprehensive.Action Transmittal Form BWSC-108,(original) Phase I Completion Statement with Class B-1 RAO(bound report) For review and comment: ❑ For approval: ❑ As requested:❑ For your use: REMARKS: cc: Ms.Betsy Stanton,Property Owner-Europa Imports Mr.Liam Monagham-Hyannis Travel Lodge Hyannis Fire Department,Attn: Chief Brunelle Barnstable Town Manager,Attn: John C.Klimm Barnstable Health Department Ata dward Barry From: David C.Bennett,LSP,John D.Tad.ma-Wielandt,Project Manager If enclosures are not as noted.kindiv notifv us at once 1 BENNETTA O 'REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line ' PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax B003-3777 July 20, 2004 Mr. Richard Packard, Section Chief Massachusetts Department of Environmental Protection (MA DEP) Southeastern Regional Office (SERO) Bureau of Waste Site Cleanup, Emergency Response Section (BWSC/ERS) 20 Riverside Drive Lakeville, MA 02347 RE: PHASE I COMPLETION STATEMENT WITH CLASS B-1 RAO N/F Europa Imports: RTN 4-18458 37 Barnstable Road ' Hyannis, MA [Assrs. Map 327, Parcel 13] Dear Mr. Packard, BENNETT & O'REILLY, INC., has prepared the following report, with supporting documentation, which includes a Phase I Investigation and Completion Statement as the basis for the assignment of a Class B-1 RAO in accordance with the provisions of 310 CMR 40.0480 through 40.0486 and 40.1046(1). BENNETT&O'REILLY,INC.has performed this investigation on behalf of the prospective buyer, Liam Monaghan,who has funded the investigation as part of a real estate transaction agreement with the current owner Betsy Stanton(PRP). The presence of dissolved phase Volatile Petroleum Hydrocarbons(VPH)in groundwater above the applicable RCGW-2 Reportable Concentrations was discovered during the ASTM Phase II Environmental Site Assessment(ESA) conducted to qualify the"Recognized Environmental Conditions"(RECs) and Suspect Conditions identified during the Phase I portion of the ESA, wherein the property had been identified as a former gasoline station. In accordance with the provisions of 310 CMR 40.0317(14), additional groundwater sampling was conducted to qualify any sampling error or bias to absolve the apparent 120 Day Condition for Release Notification wherein additional samples were collected by both low flow and standard bailing techniques. Subsequent analysis reported that the RCGW-2 standards were ' intermittently exceeded, but in no additional testing was the applicable GW-3, Method 1 - Risk Characterization standard exceeded and a Release Notification was filed with the Department by the PRP,Ms. Stanton on May 24, 2004. 1 r JULY 20,2004 STANTON-MONAGHAN/BO03-3777 PAGE 2 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-1 RESPONSE ACTION OUTCOME This MCP Phase I Investigation and Completion Statement is a compilation of the data gathered under the ASTM Phase I and Phase II ESA's wherein Method 1 -Risk Characterization has been applied in support of a Class B-1, Response Action Outcome Statement (RAO for project documentation wherein a condition of No Significant Risk is established. ' This work has proceeded under my direction in a manner consistent with the MCP Response Action Performance Standards (RAPS),pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT& O'REILLY,INC. The facts and statements herein are,to the best of my knowledge, a true and accurate representation of the site activities and environmental conditions associated with the project to date to document results of environmental assessment and to evaluate critical exposure pathways. MCP PHASE I INVESTIGATION Physical Conditions [Refer to Appendix Al ' The subject property is located at 37 Barnstable Road in Hyannis, MA. The Site is located in a heavily developed,commercially zoned area,west-of the corner of Barnstable Road and-North ' Street [Refer to Figure 1]. This parcel is identified on Hyannis Assessor's Map 327 as Parcel 13 and contains 0.13 acres of land developed by a 964SF (+/-), single-story brick building originally built in 1940 as a gasoline service station. The majority of the remaining land area is paved with a small portion of natural area to the north of the building. The gasoline service station use of the property was terminated in mid 1980's when the underground storage tanks were removed as documented in the Briggs Associates ESA Report(3/31/87)presented within the BENNETT& O'REILLY,INC. Phase II ESA (12/5/03) copied in its entirety in Appendix B. Since that time, the building and property has been used for retail sales as a clothier,jewelry and gifts shop and carved sign company. ' The property is entirely upland and essentially flat at elevation 35'+/-NGVD. Access to this parcel is from Barnstable Road to the east and North Street to the south. Surrounding properties tend to be highly developed and primarily in commercial and industrial use as typical of an urban area. ' Access to the property is unrestricted,with children potentially present as infrequent visitors to the property. There are no Institutions with overnight housing capabilities within 500' of the property such as hospitals, schools, nursing homes or correctional facilities. Environmental Conditions Regional groundwater contours indicate a southeasterly flow direction toward Hyannis Harbor, approximately 1,250 feet southeast [Refer to Figure 2]. Site specific groundwater ' contouring indicates more of a southerly flow direction with groundwater at approximately 23'below grade. No apparent wetland areas nor obvious wetland-type vegetation was identified in association with the subject property or abutting properties. There are no surface water bodies located on the subj ect property,nor in the immediate vicinity. In the southern and eastern portions of the property, storm water is diverted by grade to catch basins on Barnstable Road and North Street. ' JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 3 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-1 RESPONSE ACTION OUTCOME According to the MA DEP BWSC GIS mapping (3/29/04), the subject property is located ' within allon-Potential Drinking Water Source Area(NPDWSA) [Refer to Figure 3]. Based upon this designation, the RCGW-2 Reportable Concentrations are applicable for groundwater quality. Furthermore,based on such designation and the proximity of groundwater to the ground surface,the GW-1 and GW-2,Method 1 -Risk Characterizations standards do not apply in review of ingestion and inhalation exposures. Under Method 1-Risk Characterization,the GW-3 groundwater criteria is applicable for this property in consideration of wherein direct contact and environmental exposures are considered. Based upon site features and the near proximity of residential-use properties, the RCS-1 Reportable Concentrations are applicable for soils tested at the property and the S-2 and S-3/GW-3, Method 1 -Risk Characterization soil categories are considered relative to frequency/intensity of use and accessibility of soils at the property. Site Description ' The ASTM Phase II ESA report investigated the presence of both soil and groundwater impact associated with the historic use of the property as a gasoline station with the positively biased ..._ sampling within the areas of former underground fuel storage and subsurface wastewater discharge. ' Field photoionization screening of soils in accordance with the MA DEP Policy WSC-94-400, indicated no areas of soil impact in the vadose zone throughout the borehole sections for each of the eight(8)test boring locations. Total Organic Vapor(TOV)in"jar headspace"analysis reported all samples as less than or equal to the 0.2 ppmv detection limit(calibrated to benzene). A total of four monitoring wells were constructed. At the time of such construction,an odor was noted in soils on ' the augers from below the groundwater interface at-23 bgs. Subsequent groundwater sampling and analysis reported groundwater impact at concentrations greater than the applicable RCGW-2 standard in the MW-2, MW-3 and MW-4 monitoring wells as further described in detail below. As such the area of the physical testing of soils and groundwater conducted as art of the pY g g p ASTM Phase I and Phase II ESA's has been used to define the area of the Class B-1,RAO. The area ' of the Class B-1, RAO is being used to define the Site as a 70' x 30' +/- portion of the property, represented on the Site Plan in Appendix A. Site History [Refer to Appendix B and Appendix C1 BENNETT & O'REILLY, INC., was initially retained by the perspective buyer, Liam Monaghan,to conduct a ASTM Phase I investigation with limited physical testing in July 2003. As part of this work, the seller, Betsy Stanton provided the Briggs Associates Environmental Site Assessment Report dated March 1987. This report provided a physical description and history of ' the property and the identification of egregious uses and reported releases on the abutting properties. The Briggs ESA identified an abandoned waste oil tank which was subsequently removed and included environmental testing of soils and groundwater. It was the finding of such investigation that the property generated no remedial response under MGL. c. 21E at the time that Ms. Stanton purchased the property. BENNETT & O'REILLY, INC., relied in part on this report for the site JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 4 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-1 RESPONSE ACTION OUTCOME history and former locations of underground storage tanks, service station appurtenances and ' subsurface wastewater systems as guiding supplemental physical testing conducted by BENNETT &O'REILLY,INC. The Briggs Associates report is included in the Appendices of the BENNETT &O'REILLY,INC.,Phase II Environmental Assessment report(12/5/03)which has been included in its entirety in Appendix B of this report. For the purpose of simplicity,details within these reports have been summarized. For additional details, the reader should refer to those documents in Appendix B.The following represents the details of the investigation by BENNETT&O'REILLY, ' INC., following the discovery of groundwater impact exceeding the RCGW-2 Reportable Concentrations, validation of data, and MA DEP Notification of a 120 Day Condition. On July 22, 2003,two-inch, flush joint, PVC monitoring wells were completed at the TB- 1/MW-1 and.TB-2/MW-2 test boring locations. Each well screen was set across the groundwater interface for sampling and groundwater gauging. Field photoionization screening of soil samples throughout the borehole reported TOV readings equal to, or below the detection limit of 0.2 ppmv as indicating no significant impact and no soil samples were submitted for laboratory analysis. The wells were subsequently surveyed to a common benchmark to qualify site specific groundwater flow ' direction. An additional well MW-A on an abutting property was also included in the survey and ----- - - _ gauged for site specific groundwater flow direction as having been installed by Liam Monaghan and --- tested by BENNETT & O'REILLY, INC., in a prior ASTM ESA for the purchase of the abutting property several years prior. Subsequent groundwater contouring by BENNETT & O'REILLY, INC., established a site specific southerly flow direction toward Hyannis Harbor. On July 23,2003,monitoring wells MW-1 and MW-2 were gauged,developed,and sampled. MW-1 was sampled for volatile organic compounds (VOCs) and total petroleum hydrocarbons ' (TPH), while MW-2 was sampled for VOCs and volatile petroleum hydrocarbons (VPH) as consistent with petroleum compounds used historically at the site. Samples were forwarded to. Groundwater Analytical of Buzzards Bay,MA on a rush turnaround. Analytical results received by ' BENNETT & O'REILLY, INC., on July 28, 2003 reported no TPH or VOCs in MW-1, however significant concentrations of VOCs and VPH compounds were reported in the sample from MW-2. The C5 to C8 Aliphatic Hydrocarbon concentrations detected (3,900mg/L), were reported significantly above the RCGW-2 Reportable Concentrations of 1,000 mg/L indicating that a 120-Day Reporting Condition existed at the site: Due to the detection of elevated levels of VPH and VOCs in groundwater at the site additional test borings were conducted and monitoring wells (MW-3 and MW-4) were installed at the property as recommended and authorized by the perspective buyer. Field photoionization ' screening of soil samples throughout the borehole reported TOV readings equal to, or below the detection limit of 0.2 ppmv as indicating no significant impact and no soil samples were submitted for laboratory analysis. On August 11, 2003, monitoring wells MW-2, MW-3 and MW-4 were ' gauged,developed,and sampled again for VPH to evaluate the extent of magnitude of such impact.. Laboratory results received August 19,2003 reported concentrations of C5 to C8 above the RCGW-2 Reportable Concentrations in all three wells. In addition, monitoring well MW-4 Reported a concentration of 5,800mg/L of C5 to C8 Aliphatics above the GW-3 Method 1 Risk Characterization Standard of 4,000mg/L. 1 JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 5 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-1 RESPONSE ACTION OUTCOME On August 21, 2003 monitoring wells MW-1, MW-3 and MW-4 were sampled again for VPH,so that all four wells on-site were sampled twice to validate data and substantiate a Reportable Condition in accordance with the provisions of 310 CMR 40.0317(14). Results of the analysis, received August 26, 2003, reported concentrations of VPH in MW-1 as BRL. Concentrations of VPH in MW-3 were reported as elevated, but below RCGW-2 Reportable Concentrations. Concentrations of VPH in MW-4 reported elevated levels of C5 to C8 aliphatic hydrocarbons above the RCGW-2 reportable concentrations but below the Method-1, GW-3 Risk Characterization Standards. Based on the reported reduction in VPH concentrations throughout the wells,additional rounds of sampling of groundwater from within the wells were necessary to qualify the reduction and ensure the concentrations would continue to be reported below the applicable Method-1 GW-3 Risk Characterization Standards. This information.was reviewed with the perspective buyer, and the ASTM Phase II Report was subsequently prepared and provided to the Buyer to share with the Seller in a meeting on January 22,2004. A prior meeting was postponed due to the death of the Seller's husband in the Fall of 2003. Site Hydrogeoloaic Characteristics/Nature and Extent of Contamination -- The subject property is entirely upland with an elevation of 35-40' (+/-). A review of geologic mapping (Oldale and Barlow, 1983) indicates the site is comprised of Barnstable Plain t Deposits, described as mostly gravelly sand and pebble to cobble gravel, which locally includes boulders as consistent with those soils logged at each of the borings conducted on the property. On- site drilling conducted with the installation of monitoring wells identified well stratified, poorly ' sorted,coarse to fine sand of high permeability. Site specific groundwater,in an unconfined shallow aquifer, was located at 23' (+/-) below grade surface (bgs) with a site specific groundwater flow direction as southerly. Computations of groundwater flow velocity indicate that the rate of such ' movement of contaminants would be on the order of 2.5 ft/day. Additional monitoring events conducted in January, March and April, 2004, repeatedly reported concentrations of VPH with target analyte concentrations significantly below the applicable GW-3, Method-1 Risk Characterization Standards at all locations. During the January and April sampling events the wells were sampled using the standard bailer method as well as using low-stress ' (low-flow) sampling methods in an attempt to review significant variation in concentrations observed in the first two sampling rounds. In January 2004, MW-4 was sampled utilizing a bladder pump as well as a bailer and April a 2" Grundfos submersible pump was used to sample wells MW-1 ' through MW-4. In each of these two sampling events the results from the low-stress sampling method was similar to the standard bailer method of sampling. The results also showed lower concentrations of fractional VPH hydrocarbons as originally observed indicating no sampling error ' or significant variation between sampling techniques. ' This data indicates the extent of significant groundwater impact as exceeding the applicable GW-3, Method 1 Risk Characterization standards was noted only once in the nine (9) months of periodic groundwater monitoring at the MW-4 monitoring well located in the southern portion of ' the property,downgradient of the former underground fuel storage tanks. In all subsequent testing JULY 20,2004 STANTON-MONAGHANB003-3777 . PAGE 6 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-1 RESPONSE ACTION OUTCOME of VPH and target BTEX,EDB and dissolved lead,reported such concentrations significantly below the applicable GW-3, Method 1 - Risk Characterization standards. A summary of groundwater analysis,including the Exposure Point Concentrations(EPC)at individual wells and the applicable RCGW-2 and GW-3, Method 1 -Risk Characterization standards are presented in Table 1 below. TABLE 1: SUMMARY OF VPH w/TARGET ANALYTES IN GROUNDWATER ' 37 BARNSTABLE ROAD, HYANNIS, MA RCGW-2z Method 1 Location 7/23/03 8/21/03 1/28/04 3/16/04 4/27/04 Exposure Point (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) (µg/L) Concentrations 310 CMR L) B B B/LF B B/LF (EPC) 40.1600 310 CMR f? �40974 2 3 BRL<200 1,000[TPH] 20 QOQg[TPH] MW-1 [TPH] [VPH] 3/3=100% � ' CS to C$ BRL<20 not BRL<100 BRL<20 23.3 1,0004J000 C9 to C12 BRL<20 sampled BRL<100 BRL<20 23.3 1,000 ���200Q0� C9 to C1O BRL<20 BRL<100 BRL<20 23.3 4,000 4 0�00 l ; MTBE BRL<5 BRL<1.5 BRL<5 1.9 50,000 t50�000 a ' Benzene BRL<1 BRL<5 BRL<1 1.2 2,000 �'000 Toluene BRL<5 BRL<15 BRL<5 4.2 6,000 �t50000 � Ethyl benzene BRL<5 BRL<5 BRL<5 2.5 4,000 �r 4000 Total Xylenes BRL<5 BRL<10 BRL<5 3.3 6;00050000 �> Naphthalene BRL<_5 BRL<10 BRL<5 3.3 6,000 i MW-2 4/4=100% � 7 CS to Ca 3,900 1,500 432 500/410 1,583 1,000 4R000-4 C9 to C12440 150 not 330 83/160 270 1,00020000 C9 to C1O 2,400 920 sampled 318 320/230 989.5 4,000 # ,' 4 Ulj MTBE 16 6 2.98 6/BRL<5 7.7 50,000 1` 4'.000� Benzene 36 11 BRL<5 = 4/BRL<1 13.4 2,000 � 7t000 Toluene BRL<10 BRL<0.5 BRL<15 BRL<5 4.2 6,000am 50;0 Ethyl benzene BRL<10 BRL<0.5 BRL<5 BRL<5 2.5 4,0004 000 ` ' Total Xylenes BRL<10 BRL<0.5 BRL<10 BRL<5 3.3 6,000 0_0000 Naphthalene BRL<10 BRL<0.5 BRL<10 BRL<5 3.3 6,000 MW-3 4/4=100% CS to CS 1,600 830 1280 520/420 1057.5 1,0004000 ' C9 to C„ 170 82 not 582 89/110 236 1,000C9 to � 550 MTBE I0 1,8 0 BRL<5 g 37 7/BRL sampled 00 596.8 4,000 5 6.46 50,000 50000 Benzene 16 8 BRL<5 4/4 7.6 2,000 a 7 OOQ Toluene BRL<0.5 BRL<10 BRL<15 BRL<5 4.2 6,000 Ethyl benzene BRL<0.5 BRL<10 BRL<5 BRL<5 2.5 4,000 �h4"OOOr Total Xylenes BRL<0.5 BRL<10 BRL<10 BRL<5 3.3 6,000 Naphthalene BRL<0.5 BRL<10 BRL<10 BRL<5 3.3 6,0006 000; MW-4 4/5=100% CS to C, 5,700 2,700 530/38 323 250/230 1,900.6 1,000 �i4 00,0 C9 to C12 1,000 BRL<200 160/<20 208 29/60 305.6 1,000 20 000{ C9 to C1O 3,800 1,900 310/<20 174 230/150 1,282.8 4,000 �4 000 ' MTBE 13 BRL<50 BRL<5 BRL<1.5 BRL<5 8.8 50,00050 000wt Benzene 42 15 3BRL<5 BRL<5 1/2 12.9 2,000 4;r ,7000x Toluene 15 BRL<0.5 BRL<0.5 BRL<15 BRL<5 5.1 6,000 STO 000 Ethyl benzene 16 BRL<0.5 BRL<0.5 BRL<5 BRL<5 4.3 4,0004 ' Total Xylenes 24 BRL<0.5 BRL<0.5 BRL<10 BRL<5 6.4 6,000 € 50 000 Naphthalene 11 BRL<0.5 BRL<0.5 BRL<10 BRL<5 3.8 6,000 Lead NT NT NT NT NT 6 30130 r �; EDB NT NT NT NT NT BRL<0.2 3 50a000 �;' NA-Not Analyzed,B=Bailer,LF=Low Flow Bold text indicates compounds exceed applicable Method 1 -Risk Characterization Standards Shaded columns indicate the appropriate roundwater categories I JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 7 OF 9 PHASE I COMPLETION STATEMENT W/CLASS 13-1 RESPONSE ACTION OUTCOME RISK CHARACTERIZATION IN REVIEW EXPOSURE PATHWAYS 1 Soil ' No vadose zone soil impact was observed in the soil samples collected, in any of the locations tested, as determined by the TOV screening conducted in accordance with the MA DEP Policy WSC-94-400 during the ASTM Phase I and Phase II ESA investigations. These findings are 1 consistent with those of the earlier testing conducted by Briggs Associates, wherein the worst case soil sample analyzed, reported an oil and grease (EPA 5231B) concentration as 403 mg/kg which is significantly below the 800 mg/kg S-1/GW-3,Method 1 -Risk Characterization standard for TPH. The only soil impact observed was encountered at the capillary fringe or within the phreatic zone below 15' as evaluated by the analysis of groundwater at the property as described below. ' Groundwater ' As previously stated, recent groundwater conditions at the property do not represent any _ inhalation, ingestion or dermal contact exposures to humans or the environment._ The GW-1, Method 1 -Risk Characterization standards for potential ingestion exposures criteria does not apply ' to the site as the site is located in a Non-Potential Drinking Water Source Area (NPDWSA) and exclusively serviced by municipal water. Also, the GW-2, Method 1 - Risk Characterization standards inhalation exposure criteria for vapor entry to buildings is not applicable as groundwater ' has consistently been measured at a depth greater than 15'below grade surface(bgs). As such,only the GW-3, Method 1 - Risk Characterization standards are applicable in consideration of ' environmental impacts as consistent with potential dermal contact exposures to humans.In the initial testing of monitoring well MW-4 in July 2003,the concentration of the C5 to C8 aliphatic fraction of the VPH analysis exceeded the GW-3 standard. At no time in any of the other monitoring wells did any of the fractional VPH compounds or target BTEX analytes exceed such standards. In subsequent testing of MW-4,the VPH and target BTEX analytes were substantially below the GW-3 standards. In the most recent testing conducted in April 2004,the low flow samples collected in all monitoring wells either met, or marginally exceeded the most stringent GW-1, Method 1 - Risk Characterization standards as established for drinking water. Further consideration of impact to the downgradient environmental resources was made under Method 2 in the application of groundwater dilution to the"worst case"sample from MW-4 from the July 2003 analysis. Based on the MA DEP BWSC GIS map, the nearest surface water ' body, Hyannis Harbor, is located approximately 1,250 feet southeast of the site. Based on the Groundwater Dilution Factors for Dissolved Hydrocarbons referenced in section 4.3.2 of the "Implementation of the MA DEP VPH/EPH Approach"(WSC-02-411)document,a 30'x 30'source ' area was assumed. From this a dilution factor(DF) was calculated [DF =303 x (1,250 feet)`.365= 0.00006]. Based on this dilution factor as compared to the"worst case"sample from July 2003,the concentrations of dissolved phase petroleum hydrocarbons would be significantly below the ' applicable GW-3 and most stringent GW-1 Method 1 Risk Characterization Standards at least 250' from the surface water body. The July 2003 concentrations of the C9-C 10 aromatics detected were JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 8 OF 9 PHASE I COMPLETION STATEMENT W/CLASS 13-1 RESPONSE ACTION OUTCOME reported at 5,700 µg/L. When the dilution factor is applied to this fractional VPH concentration [0:00006 x 5,700 µg/L=0.34 µg/L] the result is 0.34 µg/L which is significantly below the GW-1 standard of 200 µg/L,similar results were observed for all fractions and target analytes which would have exceeded GW-1 standards. ' PHASE I COMPLETION/CLASS B-1 RESPONSE ACTION OUTCOME STATEMENTS ' The Phase I Investigation has been completed in accordance with the provisions of 310 CMR 40.0480 and a Completion Statement is made herein in accordance with 310 CMR 40.0484. The Phase I Investigation has been used to qualify the historic source of gasoline contamination and to qualify the extent of groundwater impact as defined within a 64'x 20'area in the southeastern portion of the 37 Barnstable Road property. This area defines the Disposal Site. Environmental assessment and physical testing conducted under the. Phase I Investigation has been used to characterize ' hydrogeologic conditions,establish potential migration pathways and review critical exposures for the discrete area of residual groundwater impact remaining at concentrations significantly below the ' applicable GW-3,Method 1 -Risk Characterization Standards. Such information serves as the basis for the application of a Class B-1 RAO as consistent with the regulations set forth in the MCP 310 CMR 40.1046(1) wherein remedial actions have not been conducted because a level of"No ' Significant Risk"exists and no Activity and Use Limitation is necessary to ensure the existence or maintenance of a level of"No Significant Risk". ' A review of feasibility to meet background conditions has been considered. In consideration of spatial limitations at the site, noisesome conditions associated with treatment system operation and safety issues for frequent site visitors and significant cost to treat to drinking water standards in a commercial/industrial urban area with no reduction of significant risk,it has been established that ' such work is not practically feasible and unwarranted. Furthermore,concentrations of VPH continue to decrease in groundwater at the site without the benefit of active treatment,with the most recent ' analytical results approaching those of drinking water standards over a relatively short period of time. With the,removal of the tanks in 1987 and the non-egregious use of the property thereafter, contaminant concentrations are expected to further decrease to background conditions through time. ' As such,no further work has been conducted nor deemed necessary at this time in the protection of public health safety and the environment in support of project closure. ' CONCLUSIONS The placement and repeated testing of monitoring wells have been used to demonstrate that no critical exposure nor imminent hazard condition presently exists to the human and/or environmental receptors identified nor are expected under current site conditions. Groundwater ' impact above the Method-1 GW-3 Risk Characterization Standards was reported as a singular occurrence in the initial sampling of monitoring well MW-4. Based on the data collected through the January,March and May sampling events of the monitoring wells which include points of mean high and mean low water table volumes, it is evident that a sustained condition of"No Significant t Risk"exists with regards to the groundwater impact reported at concentrations above the Method-1 GW-3 Risk Characterization Standards. Additionally, computed exposure point concentrations JULY 20,2004 STANTON-MONAGHANBO03-3777 PAGE 9 OF 9 PHASE I COMPLETION STATEMENT W/CLASS B-I RESPONSE ACTION OUTCOME (EPCs)report concentrations of the suspect C5-C8 aliphatic hydrocarbons as significantly below the ' applicable Method-1 GW-3 Risk Characterization Standard and nominally above the RCGW-2 reportable concentrations with the exception of monitoring well MW-1 wherein concentrations of VPH with target analytes have consistently been reported as consistent with concentrations expected ' of background. The findings of this investigation,as represented herein,set forth the rationale and technical ' justification for the Phase I Completion Statement and assignment of a Class 13-1 Response Action Outcome as established by the certifications made on the attached Transmittal Forms. The LSP opinions are based upon available data and regulations in effect at the time of this reporting. If you have any questions, or need additional information, please contact us directly at your earliest convenience. ' Ve truly yours, NN O' LLY, INC. i Dav ennett,LSP J D. ade a-Wie ' irect of ironmentail Services P oject Manager encl: - Report Entitled".Phase I Completion Statement- with Class 13-1 Response Action ' Outcome", Prepared by BENNETT& O'REILLY, INC., Dated July 20, 2004 - BWSC-104 Response Action Outcome Transmittal Form (original) ' - BWSC-108 Phase I Completion Statement Transmittal Form (original) cc: Ms. Betsy Stanton, Property Owner-Europa Imports ' Mr. Liam Monagham- Hyannis Travel Lodge Hyannis Fire Department, Attn: Chief Brunelle Barnstable Town Manager, Attn: John C. Klimm ' Barnstable Health Department, Attn: Edward Barry 1 i I ' PHASE I COMPLETION STATEMENT - W/ CLASS B-1 RESPONSE ACTION OUTCOME AND SUPPORTING DOCUMENTATION MA DEP RTN 4-18458 ' Europa Imports 37 Barnstable Road-Hyannis, MA [Barnstable Assessors Map 327, Parcel 13] Project# BOO-3777 ' JULY 20, 2004 ' Prepared By: BENNETT&O'REILLY,INC., David C. Bennett, LSP. 1573 Main Street-P.O. Box 1667 Brewster,MA 02631 ' On Behalf Of: Liam Monaghan ' Buyer Hyannis Travel Lodge 18 North Street-Hyannis,MA 02601 ' Prepared For: MA Department of Environmental Protection(MA DEP) Southeast Regional Office(SERO) ' 20 Riverside Drive- Lakeville,MA 02735 APPENDIX A: Reference Plans -Figure 1: Site Locus Plan [USGS Topographic Quad.,Barnstable, MA. 1998] (Excerpt) -Figure 2: Groundwater Contour Map(Groundwater Resources of Cape Cod,MA. 1986] (Excerpt) ' -Figure 3: MA DEP BWSC GIS Map [Barnstable, MA. 1997] (Excerpt) - Site Plan: entitled"Phase I Completion Statement...",Prepared by BENNETT&O'REILLY,INC., Dated July 8,2004 APPENDIX B: Field Reports/Research ' -Inspection Reports [1 and 2] -Monitor Well Sampling Logs -Report entitled"Phase H Environmental Site Assessment Report"(12/5/04), BENNETT&O'REILLY,INC. ' APPENDIX C: MA DEP Filings Compliance Summary/Environmental Records -BWSC-103 Release Notification Form -Notice of Responsibility -BWSC-104 Response Action Outcome Transmittal Form -BWSC-108 Comprehensive Response Action&Phase I Completion Statement Transmittal Form APPENDIX D: Laboratory Analysis -Groundwater Analytical Laboratory Reports(7/28/03, 8/19/03,2/4/04, 3/5/04) -ESS Laboratory Report(3/30/04) APPENDIX E: Quality Assurance-Quality Control Plan 1 1 1 1 1 � APPENDIX A 1 1 1 1 1 1 'I 1 1 � 1 1 I� 1 1 1 t37 Barnstable Road,Hyannis,MA 41°39'S2",70°17'S5" 41039'52",70016'04" q fry t-• �+ � � r u�'.. ...�W. 11 PC } iC � � t�•• � A � '.try � +i ��• fC ' � r MI t � Y�� 3 h", i �rP � "Y `'•' i xt r G '' •� auk � � �" tiro �%�" ,�..,�.r_:,er i7�.:�'�;."." ►+ • �� �.... WIN 'sly f 41038'26",7001755"NAD83 41038'26",70016-04" MN TN o 112 1 MILE 16 2000 3000 4000 FEET 0 1000 0 1000 Printed from TOPO!@ 1998 Wildflower Productions(www.topo.com) ' Figure 1: The subject property is located at 37 Barnstable Road in Hyannis,MA. The site is located in a heavily developed,commercially zoned area,west of the corner of Barnstable Road and North ' Street. 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I -," � " � _ , ,,� , � - , - � ,� _r , I ., "r�- _ " � " _ gi 99 " " � - - "'!"", `1�, - " , - - -­- -, - , , " - - - 2L!Iiatai i j_, , - � - � - ,r , ,-`���4 ,� �­ , 99999999999999999 ....... � , , �"'� ­ �,_ - I - �,,, 9�;�, -_ . ...... 111,111, I..'', ,' ,I-`" _,� ,,, ., - , I- - __ - ______ ..-,- I - ­ �,` 51 1 11#1 g_111&1�_5" , - -,7,�,,4,_,5,��":9, �,7-,- -.1"'�,�,,�,-�,�,,,,�.,,�,�,,.,,,,,,-,ii- ­� . I'll I .- 'S���,,", - _L 2i,." _�, - I.............1, "I, -Vg___ ,Yn2���_! !�!,, A-�!,,� - - �,,;��-�-;--7".2 ��_ .--...... 1., T - ,'I � �`, ­ I , , ;- � : � i � i I � � � � � i � �� �� � � i � � � I I � � � � i 1 J ' 1 i � APPENDIX B 1 1 1 1 1 1 1 1 1 1 1 1 I BENNETT & O'REILL REPORT NUMBER: 1 Y, Inc. 0 1573 Main Street 508-896-6630 ' PO Box 1667 508-896-4687 Fax Brewster, MA 02631 ' INSPECTORS DAILY RECORD OF WORK PROGRESS Job Number: B003-3777 Date: 3/16/04 Job Name: Monaghan/Europa Imports Feature: Phase H Contractor: Bennett&O'Reilly,Inc. ' Type of Work: Groundwater Sampling Weather Conditions: Overcast,Cool Temperature: 320F Contractor's Work Force(Indicate classification, including Subcontractor personnel) Bennett&O'Reilly,Inc. : John Tadema-Wielandt(ESII),Mike Bennett(ET) ' Equipment in use or idled(identify which) Water level indicator,2"grundfos submersible pump,controller(all in use) Materials or equipment delivered,quantity or pay items placed Sample 4 MW's for VPH, 1 aluminum locking cap. Non-conforming materials or work,field problems, inspections of previously reported deficiencies None Summary of construction activities 9:15 am Bennett&O'Reilly,Inc.personnel arrive at Site to sample on-site existing monitor wells. Begin gauging on-site wells and abutters monitor well for depth to water for Site specific flow direction. ' 9:45 am Gauging complete. Set up M.Bennett on MW-1. Set up grundfos pump on MW-2. 10:15 am No manual with controller. Call Enviro.Rental to speak with tech. ' 10:30 am Collect sample from MW-1. Working knowledge of pump/controller. 10:45 am Slow pumping speed. Sample MW-2.Decon pump.setup on MW-3 and begin purging. ' 11:00 am Slow pumping speed. Sample MW-3. Decon pump set up on MW-4 and begin purging. 11:40 am Slow pumping speed, Sample MW-4. Decon pump. 11:50 am Pack up equipment. ' 12:10 pm Depart Site. NNT'Z' & _ REILL , Inc. REPORT NUMBER: 1573 Main Street 508-896-6630 rPO Box 1667 508-896-4687 Fax Brewster, MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS lob Number;:; BQ03-3777 Date; 4/27/04 ' Job Name:, Monaglian/Europa Imports Feature. Phase II Contractor: Bennett&O'Reilly;hic. ' Type of Work: raodwater Sampling Weather Conditions. g Temperature: 52°F Contractor's Work Force(Indicate classification,including Subcontractor personnel) Y, ,:..: (E _. ....._. , . . .. Bennett&O'Reill Inc. : John Tadema Wielandt S ' Equipment in use or idled(identify which) Water,level indicator muse(' use),2"grundfos redi-flow submer§ible pump and controller(muse).' Materials or equipment delivered, quantity or pay items placed Collect 8 VPI groundwater samples from 4 existing on-site weM. Non conforming materials or work,field problems; inspections of previously reported deficrencies None Summary of construction activities ' 9:50 am,Bennett&O'Reilly, Inc personnel arrive on Site for groundwater sampling of 4 on-site monitoring wells Unlock monitoring wells for gauging depth to water for purge volume talcs and Site specific groundwater flow direction. Call client as requested. 10:00 am Purge aril sample 4 on site monitoring wells for VPH via 16W-flow sampling as well as standard bailer.sampling as requested by client: 12 30 pm Complete sampling of monitoring wells.Pack up equipment: ' 12:45 pm Depart Site. Stop by clients office for signed budget addendum. 1:00 pin Return to Site for additional sample collection. 1:20 pm Sample MW4 for EDB and total lead analysis. 1:30 pm Depart Site. w w � w w w w w w w w w w� w i■■� w w w w BENNETT & O'REILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Engineering and Environmental Services Brewster, MA 631 (508)896-6-6630 FAX(508)896-4687 CLIENT Liam Monaghan DATE(S) 1/28/04 TIME: TIDE: LOCATION 37 Barnstable Road,Hyannis. JOB NUMBER B003-3777 SAMPLER John Tadema-Wielandt,Kara Risk MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev.of Total Standing Water Well reference Depth Depth to Water Water Table Static Volume HNU Dissolved PH pX Conductivity p Volume Purged PI-101 Y Temperature Comments: Number point of Well Height Elevation Oxygen onucv (F) (feet) (feet) (feet) (feet) (feet) (gallons) (gallons) (PP-) (mg/L) MW-1 30.36 30 NA NA NA NA NA NA Gauge only MW-2 29.91 30 NA NA NA NA NA NA Gauge only MW-3 29.88 30 NA NA NA NA NA NA Gauge only MW4 29.82. 30 23.01 6.99` 1.11 3 MW-A 30.88 30 NA NA NA NA NA NA Gauge only T-T NOTES: Sample MW-4 for VPH - Gauge all wells for groundwater flow BENNETT & OtREILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Brewster, MA 02631 Engineering and Environmental Services (508)896-6630 FAX(508)896-4687 CLIENT Liam Monaghan DATE(S) 4/27/04 TIME: TIDE: LOCATION 37 Barnstable Rd.Hyannis,MA JOB NUMBER B003-3777 SAMPLER John Tadema-Wielandt MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev. of Total Standing Water Depth to Static Volume HNU Dissolved Well reference Depth Water Table Conductivity Temperature Number point of Well Water Height Elevation Volume Purged PI-101 pH Oxygen (F) Comments: (feet) (feet) (feet) (feet) (gallons) (gallons) (Pp-) (mg/L) MW-1 30.36 30 22.73 7.27 7.63 1.24 6.0 NT 5.84 7.83 190 55 No Odor-No Sheen MW-2 29.91 30 22.43 7.57 7.48 1.29 6.0 NT 6.09 4.24 233 54 Slight Odor-No Sheen MW-3 29.88 30 22.40 7.6 7.48 1.29 6.0 NT 6.50 5.70 216 55 Slight Odor-No Sheen MW-4 29.82 30 22.50 7.6 7.42 1.29 6.0 NT 5.85 4.14 221 54 Slight Odor-No Sheen MW-A 30.80 30 23.44 6.56 7.44 1.13 NA NT NT NT NT NT NT NOTES: Sample MW-1,2,3,4 for VPH with target analytes using low flow(LF)and bailing(B)methods. Sample MW4 for EDB and Total lead analysis. BENNETT & OtREILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Engineering and Environmental Services Brewster, MA 02631(508)896-6630 FAX(508)896-4687 CLIENT Liam Monaghan DATE(S) 3/16/04 TIME: 9:30am TIDE: LOCATION 37 Barnstable Rd,Hyannis,MA JOB NUMBER B003-3777 SAMPLER John Tadema-Wielandt,Mike A.Bennett MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev.of Total Standing Water Well reference Depth Depth to Water Table Static Volume HNU Dissolved Conductivity Number point of Well Water Height Elevation Volume Purged PI-101 Temperature Comments: (feet) pH Oxygen (feet) (feet) (feet) (feet) (gallons) (gallons) (ppm) (mg/L) MW-1 30.36 30 23.67 6.33 6.69 1.08 3.5 NT 6:89 8.31 193 51 No Odor-No Sheen MW-2 29.91 30 23.31 6.60 6.60 1.12 3.5 NT 7.50 3.95 250 53 Slight Odor-No Sheen MW-3 29.88 30 23.26 6.74 6.62 1.15 3.5 NT 5.80 6.15 179 45 Moderate Odor-No Sheen MW-4 29.82 30 23.26 6.74 6.56 1.15 3.5 NT 5.65 4.13 227 48 Slight Odor-No Sheen MW-A 30.88 30 24.32 5.68 6.56 0.97 NT NT NT NT NT NT Not Tested NOTES: Sample 4 onsite MW's for VPH with targets using low-flow sampling methods. S PRASE II ENVIRONMENTAL SITE ASSESSMENT N/F Europa Imports 37 Barnstable Road Hyannis,MA Project#B003-3777 December 5,2003 BENNETT /1 O'REILLY. Inc. Engineering, Environmental& Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax I - I � PHASE II ENVIRONMENTAL SITE ASSESSMENT N/F Europa Imports 37 Barnstable Road Hyannis, MA Project#B003-3777 DECEMBER 5 2003 ' I certify that this Phase H Environmental Site Assessment was conducted under my direction and supervision. I further certify that I have.reviewed and approve this report, and the methods and procedures employed in development of the report conform to industry standards in the market as of this date. David enne PG, WP, LSP Director of Environmental Services BENNETT& WREILLY, INC. J hn D. Ta ema- i dt, ES II Project Manager Da r r . PHASE II ENVIRONMENTAL SITE ASSESSMENT r _ N/F Europa Imports ' 37 Barnstable Road Hyannis, MA Project#B003-3777 rDECEMBER 5, 2003 rConducted by: BENNETT& O'REILLY, INC. 1573 Main Street P.O. Box 1667. Brewster, MA 02631 � 1 On behalf of: ' Mr. Liam Monaghan HYANNIS TRAVEL LODGE ' 18 North Street Hyannis, MA 02601 r 1 CONFIDENTIAL AND PRIVILEGED. PREPARED IN ANTICIPATION OF LITIGATION. PROTECTED BY ATTORNEY WORK-PRODUCT AND OTHER PRIVILEGES. DO NOT COPY OR DISSEMINATE WITHOUT WRITTEN PERMISSION OF THE PROCURER. 1 1 . r ■ ' TABLE OF CONTENTS 1.0 Executive Summary 1.1 Purpose/Introduction 1.2 Scope of Services/Methodology 1.3 Findings ' 1.4 Conclusions 2.0 Site Description 2.1 Site Location and Legal Description 2.2 Site and Vicinity Characteristics 2.3 Site Improvements 2.3.1 Structures&Improvements 2.3.2 Roads ' 2.3.3 Heating Source 2.3.4 Sanitary Sewer Disposal 2.3.5 Water Supply 2.4 Information from Site Owner/Operator ' 2.5 Present Ownership and Use 2.6 Adjoining Properties 2.7 Environmental Permits and/or Violations 3.0 Site History 3.1 Information from Site Owner/Operator 3.2 Previous Environmental Reports 3.3 Building Department Reports ' 3.4 Title Records 3.5 Local Records 3.5.1 Town Clerk's Office 3.5.2 Board of Health 3.5.3 Fire Department 3.5.4 Conservation Commission 3.5.5 Historical Commission ' 3.6 Historical Sources 3.6.1 Sanborn Fire Insurance Rate Maps 3.6.2 ' Aerial Photographs ' 3.6.3 Historical Topographic Maps 3.6.4 Summary of Historical Information 4.0 Environmental Setting 4.1 Topography r 4.2 Hydrology 4.2.1 Surface Water 4.2.2 Wetlands 4.2.3 Hydrogeology 5.0 Records Review 5.1 Federal Records ' 5.1.1 National Priority List Sites 5.1.2 CERCLIS Listings 5.1.3 RCRA CORRACTS Facilities 5.1.4 RCRA non-CORRACTS TSD Facilities 5.1.5 RCRA Generator 5.1.6 ERNS Sites 5.1.7 .FINDS 5.2 State Records 5.2.1 State Listed Sites 542.2 Registered Underground Storage Tanks 5.2.3 Leaking Underground Storage Tanks i ' 5.2.4 Solid Waste Facilities and Landfills 5.2.5 Spill Sites 5.3 Non-Geocoded Properties 6.0 Site Reconnaissance 6.1 Underground Storage Tanks 6.2 Aboveground Storage Tanks 6.3 Hazardous Substances 6.4 Hazardous Waste 6.5 Polychlorinated Biphenyls 6.6 Solid Waste Disposal 6.7 Stained Surfaces and Distressed Vegetation 6.8 Underground Structures&Sanitary Wastewater Disposal 6.9 Additional Issues of Environmental Concern 7.0 Subsurface Investigation 7.1 Soils 7.2 Groundwater 7.3 Risk Characterization 7.3.1 Soils 7.3.2 Groundwater 8.0 Limitations and Conditions ' 9.0 References 10.0 Service Constraints Figures: Figure 1: Site Locus(USGS Topographic Quad,Hyannis, 1998) Figure 2: Groundwater Contour Map,Hyannis GW Study1992(excerpt) Figure 3: MA DEPBWSC GIS Map(1997) ' Appendices: Appendix A: Site Plan ESA-1, ."Phase 11 - Environmental Site Assessment"by BENNETT&O'REILLY,INC.,dated September 4,2003 Appendix B: Field Reports ' Monitor Well Sampling Logs Geologic Borehole Logs Field Log Appendix C: Supporting Documentation Phase I Site Assessment Questionnaire Environmental Site Assessment User-Furnished Information Previous Environmental Report "M.G.L.21E SiteAssessment Report"by Briggs Associates Inc. Sanborn Maps- 1901, 1906, 1912, 1919, 1924, 1932, 1949, 1965 Historical Aerial Photographs- 1938, 1952, 1971 Local Records Review Appendix D: Photographic Documentation Appendix E: Database Search Report Appendix F: Laboratory Analytical Appendix G: QA/QC Policies II 1 ii L DECEMBER 5,2003 MONAGHANBO03-3777 PAGE 3 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA 1.0 Executive Summary 1.1-1.3 Purpose/Introduction, Scope of Services/Methodology, Findings This report presents the results of a Phase lI-Environmental Site Assessment(ESA) ' which was performed by BENNETT&O'REILLY,INC,on behalf of Mr.Liam Monaghan, for the commercial property located at 37 Barnstable Road, Hyannis, MA, in substantial compliance with the current E 1527 and E 1903 ASTM Standards. The Phase I portion of this investigation was completed to identify on-site "Recognized Environmental Conditions" (REC), as well as Suspect Conditions which, in the opinion of the reviewer, held the potential for impacting on-site soil and/or groundwater with oil and/or hazardous materials ' (OHM). The Phase II portion was subsequently conducted to qualify the RECs and Suspect Conditions identified,as subj ect to Notification and/or Remedial Response liability pursuant to the MA Contingency Plan (MCP) 310 CMR 40.0000, as enforced:by Massachusetts General Law(MGL) Chapter 21 E. This work represents "due diligence", by the fiduciary and/or potential property owner, to investigate existing environmental liability and is consistent with the standard of care presently employed by environmental professionals. ' The e,use,investigation has included a review of local records related to the storage,g disposal,release and/or generation of oil and/or hazardous materials at the subject property, a review of environmental database information,a review of MA DEP files,a review of prior site assessment investigations and interviews with public officials and persons knowledgeable of site history. This information was used in the determination of actual or ' potential liability for the Notification and/or Remedial Response Actions for the presence of OHM, as required by 310 CMR 40.0000, pursuant to MGL. c. 21 E. Physical testing was then conducted to evaluate and assess any material evidence of significant environmental impact associated with these recognized and suspect conditions. Such issues of non- compliance,Release Notification or Remedial Response liability identified are represented ' herein and recommendations offered for corrective actions. The findings,herein,represent the current site conditions as of the date of this report, as subject to the Service Constraints attached. The ect ropertY subJj consists of a 0.13 acre parcel located at 37 Barnstable Road in p Hyannis, MA. The site is located in a heavily developed, commercially zoned area, northwest of the intersection of Barnstable Road and North Street. This parcel is identified on Hyannis Assessor's Map 327 as Parcel 13 and contains 0.13 acres of land developed by a 964SF (+/-), single-story brick building, originally built in 1940 as a gasoline service ' station. The building was most recently in commercial use as a unique clothing,jewelry and gifts shop and was previously in use as children's clothing store,a carved sign company and an auto garage. Access to this parcel is from Barnstable Road to the east and North Street to the south. Surrounding properties include residential and commercial businesses. The subject property is entirely upland with an elevation of 35-40' (+/-). A review of geologic mapping(Oldale and Barlow, 1983)indicates the site is comprised of Barnstable DECEMBER 5,2003 MONAGHANB003-3777 PAGE 4 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA Plain Deposits,described as mostly gravelly sand and pebble to cobble gravel,which locally r P � Y�' Y P �' � Y includes boulders. On-site drilling conducted with the installation of monitoring wells identified well stratified, poorly sorted, coarse to fine sand at the subject property. Site specific groundwater was located at 23' (+/-)below grade surface (bgs). Regional groundwater contours indicate a southeasterly flow direction toward Hyannis Harbor,approximately 1,250 feet southeast. Site specific groundwater contouring indicates more of a southerly flow direction. According to the MA DEP BWSC GIS mapping,the subject property is located within a Non-Potential Drinking Water Source Area (NPDWSA). Based upon this designation, the RCGW-2 Reportable Concentrations are applicable for groundwater quality. Furthermore, the GW-3 groundwater criteria is ' applicable for this property in consideration of Method 1- Risk'Characterization. Based upon site features and the near proximity of residential-use properties, the LRCS-1 Reportable Concentrations are applicable for soils at the property and the S-2 and S- 3/GW-3 soil categories are considered applicable relative to frequency/intensity of use and accessibility for Method 1 - Risk Characterization. There are no surface water bodies or twetlands located on the subject property,nor in the immediate vicinity. In the southern and eastern portions of the property, storm water is diverted by grade to catch basins on Barnstable Road and North Street. The remainder of the property is unpaved and rainwater infiltrates to the subsurface. Database research identified sixteen state-listed sites within one-quarter mile of the ' subject property. Eleven of these sites are closed with a Response Action Outcome(RAO) as indicating project closure with regulatory compliance,two of the sites are listed as NFA (No Further Action)and two of the sites are repetitive RTN numbers. The one remaining site is classified as Tier ID. File review was conducted on the Tier Classified site and based upon proximity and hydrologic location,it does not appear to represent a material threat of release to the subject property. A site inspection was conducted on July 8, 2003. The use of the site as a former gasoline station and automotive repair facility as well as the near proximity of potential off- site sources of impact associated with nearby egregious use properties were noted as Suspect Conditions. The former existence of underground fuel storage at the site with no documentation for the removal of two of these vessels were noted as Suspect Conditions for which physical testing was conducted. The identification of petroleum impact at the property from previous testing from another consultant represented in a prior environmental ' assessment report was also noted as Suspect Conditions. Nine, testborings were performed at the site and four of the testborings were completed as groundwater monitoring wells. No soil impact was encountered above the groundwater interface but was identified in soils immediately below the groundwater interface at several locations as the basis of setting monitoring wells to investigate water quality. Subsequent groundwater sampling and analysis reported elevated concentrations of 1 DECEMBER 5,2003 MONAGHANB003-3777 PAGE 5 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA VPH above the applicable RCGW-2 Reportable Concentrations as well as above the applicable GW-3 Method 1 Risk Characterization Standards. ' 1.4 Conclusions Based upon the above, it is the opinion of BENNETT & O'REILLY, INC., as qualified by the research, interviews, site inspections and physical testing conducted, that there is a 120-Day Notification Requirement at the site,due to groundwater impact above the applicable RCGW-2 Reportable Concentration Standards. Furthermore, a Remedial Response liability exists at the site pursuant to the MCP,as enforced under MGL c.21 E. The subject property is currently characterized as a High Risk property as associated with gasoline impact identified at the site. 1.5 Recommendations Groundwater analysis indicates that the concentrations of fractional volatile petroleum hydrocarbons(VPH)exceed the above noted RCGW-2 Reportable Concentration in MW-2, MW-3 and MW-4 and GW-3, Method 1 - Risk Characterization standards in MW-4 in samples collected in the period from July 23, 2003 through August 21, 2003. Therefore,in the 120 Day period for release notification,additional groundwater testing was ' conducted under the provisions of 310 CMR 40.0317 (14) to establish a preponderance of evidence to show that these sampling results are erroneous due to observational, sampling or laboratory error. No such physical data has been established in the 120 Day statuatory period(8/l/2003 to 12/1/03)and a Release Notification Form must be filed by the property owner to proceed with additional environmental assessment activities under a Phase I ' Investigation prescribed in 310 CMR 40.0480. The placement of additional monitoring wells is necessary to define the extent and magnitude of the groundwater impact identified so that Risk Assessment can be completed for the prescription of a Release Abatement Measure to eliminate significant risk identified or as the basis of a Response Action Outcome Statement documenting No Significant Risk. 1 **Massachusetts.fGeneral Law,Chapter 21E,states that the property owner may be legally and financially liable for the presence of any hazardous material or petroleum product present on their property,in the groundwater beneath their property,or in subsurface materials. The owner of the property on which the release has occurred is legally required to notify the Massachusetts Department ofEnvironmental Protection about the discovery of such materials in excess of the prescribed concentrations or quantities and contract a Licensed Site Professional to supervise remedial response actions,under the provisions of 310 CMR 40.0000,the MA Contingency Plan. I t ' i ' DECEMBER 5,2003 MONAGHANBO03-3777 PAGE 6 OF 22 PHASE H-ESA:37 BARNSTABLE RD.,HYANMS,MA ' 2.0 Site Description ' 2.1 Site Location and Legal Description Site Owner: Betsy Stanton ' Date of Ownership: June 15, 1988 Site Occupant: Europa Imports Previous Owners: Verne G. &Jean L.Norman County: Barnstable Book/Page: C 114593 - Assessor's Reference: Map 327, Parcel 013 - - 2.2 Site and Vicinity Characteristics The subject property is located at 37 Barnstable Road in Hyannis, MA. The site is located in.a heavily developed, commercially zoned area, west of the corner of Barnstable Road and North Street [Refer to Figure 1]. This parcel is identified on Hyannis Assessor's Map 327 as Parcel 13 and contains 0.13 acres of land [Refer to Figure 2] developed by a 964SF(+/-),single story brick building originally built in 1940 as a gasoline service station. The building was most recently in commercial use as a unique clothing,jewelry and gifts shop and was previously in use as children's clothing store, a carved sign company and an auto garage. Access to this parcel is from Barnstable Road to the east and North Street to the south. Surrounding properties include residential and commercial businesses. 2.3 Site Improvements 2.3.1 The subject roe at 37 Barnstable Road is developed b a 964SF J property rtY p Y single story brick structure on a concrete slab foundation, originally built in 1940. It appears the building was originally constructed as a service station building,as the front of the structure has two large openings which were originally, or at one time two service bays. 2.3.2 The subject property yat 37 Barnstable Road contains approximately 100' of frontage along Barnstable Road at its eastern property line and approximately 65'of 1 frontage along North Street along its southern property line. Asphalt pavement extends across the south and east of the property. A portion of the site just north of the site building is also paved in the area of the fuel oil AST. ' DECEMBER 5,2003 MONAGHANBO03-3777 PAGE 7 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA 2.3.3 The subject property was historically heated via fuel oil,most recently stored in an AST located adjacent to the northern exterior wall of the site building. The site ' has recently been converted to natural gas heat and the fuel oil AST is scheduled to be removed in the near future. 2.3.4 The subj ect property is connected to the municipal sewer system. According to the Barnstable Department of Water Pollution Control, the subject parcel was originally connected to the municipal sewer system in June of 1937. 2.3.5 The site is serviced by municipal water from along Barnstable Road. According to the Barnstable Water Company,the water service installation date was ' July, 1945. 2.4 Information from Site Owner/Operator The current property owner,Mrs.Betsy Stanton, was interviewed relative to the on- site use and/or storage of OHM and the generation of hazardous waste. According to Mrs. - Stanton, she purchased the property in 1988. Mrs. Stanton indicated that the site had been previously used as a gas station,a wooden sign shop and a children's clothing store prior to her purchasing the property. Mrs. Stanton indicated that besides the fuel oil, stored in an 275-gallon AST located north of the site building, no OHM has been stored or used at the property since she took ownership in 1988. 2.5 Present Ownership and Use The subject property is currently owned by Betsy S. Stanton. The property is currently operated as Europa Imports,unique clothing,jewelry and gifts. 2.6 Adjoining Properties North: Map 327, Parcel 14, 45 Barnstable Road, Hyannis, MA j This 0.18 acre property contains a single-story commercial office building. According to the Hyannis Assessors' office, the building utilizes fuel oil for heating. South: Mar 327 Parcel 271 0 North Street Hyannis, MA Thisl.09 acre property is owned by the town of Barnstable and is ' currently a parking lot. During a drainage reconstruction project on this parcel, an abandoned UST was discovered. Please refer to Section 5.0 of this report for more information on the subsequent response actions taken at this site (RTN 4-17060). East: Map 327, Parcel 76, 44 Barnstable Road, Hyannis, MA This 0.33 acre parcel is currently occupied by Horgan Insurance DECEMBER 5,2003 MONAGHANB003-3777 PAGE 8 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA Company as office space and is also the former Hyannis Fire Station building. According to the Hyannis Assessors' Office the building ' was originally constructed in 1910 and utilizes fuel oil to heat the building. During the site reconnaissance, fill and vent pipes were observed protruding from the ground adjacent to the eastern exterior wall of the building indicating a UST may exist at the property. Map 327, Parcel 77, 44 Barnstable Road, Hyannis, MA This 0.27 acre parcel contains a two story commercial office building originally built in 1890. Several businesses are located in this building including European Tailor,Town Realty,Salon 28 and E.A. Kelley Co. According to the Hyannis Assessors' office,the building uses oil heat. West: Map 327, Parcel 12, 8 North Street, Hyannis, MA This 0.12 acre parcel contains a one and a half story residential .building constructed 1800: According to the Hyannis Assessors' - office,the building uses natural gas heat. 2.7 Environmental Permits and/or Violations A review of Hyannis Fire Department records revealed a notice of Underground ' Storage Tanks, dated March 1987. The notice indicated four USTs were located at the site at one time. The notice indicated that two 5,000-gallon steel gasoline USTs were last used in approximately 1970 and removed sometime after that. No closure information was ' available regarding the two gasoline USTs. The notice also indicated that a 750-gallon steel waste oil UST and a 750-gallon No.2 fuel oil UST were removed from the site on March 31, 1987. The notice also included a site sketch indicating the location of each of the USTs formerly located at the site and is included in Appendix C for reference. 3.0 Site History 3.1 Information from Site Owner/Operator tAccording to the owner of the property,Betsy Stanton,the site has been occupied by Europa Imports, a clothing/jewelry store since 1988. Prior to Europa Imports,the site was occupied by a carved sign shop from 1983 to 1988. Prior to 1983 the subject property was occupied by Biffs Auto Repair. The-current site building was constructed in 1940 as a gasoline service station. t3.2 Previous Environmental Reports [Refer to Appendix C] tMGL 21 E Site Assessment Resort, (March 31,1987), Briggs Associates, Inc. A 21E Site Assessment Report dated March 31, 1987 was prepared by Briggs tAssociates,Inc. of Rockland,MA. Research was performed at the Town and State agencies DECEMBER 5,2003 MONAGHANB003-3777 PAGE 9 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA in order to evaluate the past and present environmental site conditions. The report describes site characteristics and history of the subject parcel. The report also describes the removal of two USTs at the site,as well as the performance of one test boring and the installation of one monitoring well,with the collection of soil and groundwater samples. The Briggs report describes the site as vacant in March of 1987, with abutting residential properties to the north and west and Barnstable Road and North Street as abutting the site to the east and south,respectively. The Briggs report described the investigation of t the two USTs at the site at the time of the report. The tanks were reported to be a 750-gallon fuel oil UST, south of the site building and a 750-gallon waste oil UST located east of the site building. The two tanks were removed on March 30, 1987 by Zecco,Inc.of Northboro, - ' MA. Approximately 100-gallons of product was pumped from the tanks and disposed of by Zecco. According to the Briggs report,there were no signs of any leakage to the surrounding soil and the tanks were slightly corroded but remained intact during removal. The report also ' indicated that the soil was not stained and no odors were present during the removal operations. ' Briggs personnel performed one test boring to a maximum depth of 22 feet below grade and completed the boring as a monitoring well. Soil samples were collected in two foot intervals every five feet and composited,a groundwater sample was also collected from ' the monitoring well. The samples were sent to a laboratory for metals, volatile organic compounds, pH, oil and grease analysis and an Infrared Scan for identification of the analytes. Results of the soil analyses for VOCs reported Tetra methyl hexane at a trace level. The Briggs report noted that the compound is in the chain of fuel oil products. RCRA Metals ' in soil and groundwater were reported within acceptable limits. Concentrations of oil and grease was reported at 403.3 mg/Kg in soil and 1.6 mg/Kg in groundwater which the Briggs report indicated were both within acceptable limits. The criteria that Briggs used were 15 mg/L oil and grease for effluent in groundwater and around 1000 mg/L for soil based upon past experience with the DEQE. The reports concludes that,"All factors indicate that the site is `environmentally acceptable'. 3.3 Building Department Records Records at the Hyannis Building Department indicate that the building was remodeled in 1983 in preparation for a carved sign "factory". A letter from the building commissioner dated January, 1996 indicates that the building was in a state of disrepair prior to the renovations. t3.4 Title Records No deed restriction,environmental liens,Environmental Land Use Restrictions and/or Activity and Use Limitations were identified for the subject property through a review of Barnstable Registry of Deeds title search. DECEMBER 5,2003 MONAGHANBO03-3777 PAGE 10 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA 3.5 Local Records ' 3.5.1 The Hyannis Town Clerk's office was contacted relative to the storage and handling of oil or hazardous materials for the subject site. Information gathered at the Town Clerk's office indicated that no such information was available on the site. However,the Hyannis Town Clerk's office does keep a flammable storage list. The list had no information on the site or any abutting property. 3.5.2 The Hyannis Board of Health was contacted relative to the storage and or handling of oil or hazardous materials at the subject property. The Hyannis Board ' of Health did not have any information regarding the site. 3.5.3 Records at the Hyannis Fire Department revealed a notice of Underground ' Storage Tanks,dated March 1987. The notice indicated four USTs were located at the site at one time. The notice indicated that two 5,000-gallon steel gasoline USTs were last used in approximately 1970 and removed sometime after that. No closure information was available regarding the two gasoline USTs. The notice also indicated that a 750-gallon steel waste oil UST and a 750-gallon No. 2 fuel oil UST were removed from the site on March 31, 1987. 3.5.4 The subject property is entirely upland with no associated wetlands. As such, ' the Hyannis Conservation Commission was not contacted relative to this investigation. ' 3.6 Historical Sources [Refer to Appendix C] 3.6.1 Sanborn Fire Insurance Map coverage was available for the subject area through Environmental Data Resources, Inc. Environmental Resources. Sanborn Maps from 1901, 1906, 1912, 1919, 1924, 1932, 1949 and 1965 were reviewed. A description of these maps are as follows: 1901-The 1901 Sanborn Ma shows the subject property as a portion of a larger residential P J p p property. Properties to the south,east and west are also residential. No information is shown to the north of the subject property. Some commercial businesses are located along Main Street to the South. The subject building shown on the Sanborn Map is a large residence with a smaller outbuilding on the northern portion of the property. ' 1906-The 1906 Sanborn Ma is very similar to the 1901 Sanborn Ma showing residential P rY P g properties in the immediate vicinity and commercial businesses to the south along Main Street. 1912-The 1912 Sanborn Map shows the site and vicinity as similar to that which is depicted in the 1906 Sanborn Map. The subject building is still labeled as a residence,properties in 1 DECEMBER 5,2003 MONAGHANB003-3777 PAGE I I OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA the vicinityremain largely the same. A building labeled Cape Cod Auto Co. is shown g Y g p approximately 400 feet east of the subject property. A building labeled Hyannis Garage is shown approximately 575 feet east of the subject property. No information is shown north of the subject property. ' 1919-The 1919 Sanborn Map shows the site and vicinity as residential dwellings. Increasing development is seen south and east of the site. Two underground fuel tanks are depicted east of the Cape Cod Auto Co.,approximately 450 feet east of the subject property. Two USTs are also shown adjacent to Hyannis Garage 575 feet east of the subject property. 1924- The 1924 Sanborn Map continues to show the site and vicinity as residential properties. A filling station is shown 125 feet south of the site including two gasoline tanks a repair garage and a `battery station'. Increasing development is shown in the vicinity of main street. It appears that several large capacity fuel tanks are shown approximately 750 feet southeast of the subject property adjacent to the N.Y. N.H. & H. railroad tracks. 1932-The-1932 Sanborn Map shows properties north of the subject property. The subject property and vicinity are depicted as residential properties. A building labeled Bottling Works is shown approximately 200 feet north of the subject property. A building labeled paint shop is shown approximately 350 feet northwest of the subject property. A building labeled NE Tel and Tel Co.Garage is shown approximately 400 feet northeast of the subject property. A building labeled Auto Sales and Service is shown approximately 450 feet north of the site. Beyond the Auto Sales and Service building are three filling stations with four ' gas tanks each between 500 and 600 feet north of the subject property. Two additional buildings labeled Auto Sales and Service are shown 800 and 1,000 feet north. These ' properties also contain gasoline tanks. 1949- The 1949 Sanborn Map shows the subject property as a filling station. The current building is shown along with four gasoline tanks on the southeastern property corner. Egregious use properties in the vicinity remain largely unchanged. A new filling station is shown 400 feet north of the site. One of the filling stations shown on the 1932 Sanborn map is now shown as Auto Sales and Service. 1965-The 1965 Sanborn Map continues to show the subject property as a filling station as depicted in the 1949 Sanborn Map. The building and gasoline tanks remain unchanged. Significant residential development is shown north west of the subject property. Egregious use properties north of the site remain unchanged or are similar to those shown in the 1949 Sanborn Map. 3.6.2 Historic aerial photographs were provided by the Cape Cod Conservation District. The site appears to be residential in the 1938 aerial photo. The area is largely residential, with commercial development to the south along Main Street. ' The current building can be seen in the 1952 aerial photo and it appears that a dispenser island can also be seen on the southeastern corner of the subject property. DECEMBER 5,2003 MONAGHANB003-3777 PAGE 12 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA Development in the vicinity appears to be largely residential with mixed commercial use. By 1971,development in the area of the subject property is extensive,although . ' the Subject property appears very similar to the 1952 photo. However no dispenser islands are visible in the 1971 aerial photograph. ' 3.6.3 According to research conducted,the subject property at 37 Barnstable Road is developed as a residence by 1901. The subject property and properties in the vicinity remain largely residential until approximately 1940 when the current building is constructed as a gasoline service station. The subject property remains a filling station until approximately 1970 when the dispensers are removed from the site. It is believed that the property was operated as a repair garage for some time after 1970. The property is then used for several commercial uses including a wooden sign shop, and two different clothing stores. ' 4.0 Environmental Setting 4.1 - Topography The subject roe is entirely upland with an elevation of 35-40' +/- . A review J property rtY Y p ( ) of geologic mapping(Oldale and Barlow, 1983)indicates the site is comprised of Barnstable ' Plain Deposits,described as mostly gravelly sand and pebble to cobble gravel,which locally includes boulders. On-site drilling conducted with the installation of monitoring wells identified well stratified, poorly sorted, coarse to fine sand at the subject property. Site specific groundwater was located at 23' (+/-)below grade surface (bgs). 4.2 Hydrology 4.2.1 There are no surface water bodies located on the subject property,nor in the ' immediate vicinity. In the southern and eastern portions of the property,storm water is diverted by grade to catch basins on Barnstable Road and North Street. The remainder of the property is unpaved and rainwater infiltrates to the subsurface. ' 4.2.2 No apparent wetland areas nor obvious wetland-type vegetation was pp tYP g identified in association with the subject property. 4.2.3 Regional groundwater contours indicate a southeasterly flow direction toward Hyannis Harbor,approximately 1,250 feet southeast[Refer to Figure 2]. Site specific ' groundwater contouring indicates more of a southerly flow direction. According to the MA DEP BWSC GIS mapping, the subject property is located within a Non- Potential Drinking Water Source Area(NPDWSA) [Refer to Figure 3]. Based upon this designation, the RCGW-2 Reportable Concentrations are applicable for groundwater quality. Furthermore,the GW-3 groundwater criteria is applicable for this property in consideration of Method 1- Risk Characterization. DECEMBER 5,2003 MONAGHANB003-3777 PAGE 13 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA Based upon site features and the near proximity of residential-use properties, the RCS-1 Reportable Concentrations are applicable for soils at the property and the S-2 and S-3/GW-3 soil categories are considered applicable relative to frequency/intensity of use and accessibility for Method 1 -Risk Characterization. 5.0 Records Review 5.1 Federal Records FirstSearch Technology Corporation(FirstSearch)provided environmental regulatory ' database information for the site and surrounding area. The report includes records of hazardous waste permits, state and federal records, and reported on-site and/or area contamination. The US EPA database was reviewed independently as a supplement to this ' search. A copy of the database information is presented as Appendix E. ' miles) otal Site 4 025.in .25 5 mi 1?mar National Priority List Sites 1.00 0 0 0 0 0 CERCLIS Listings 0.50 0 0 0 0 NA RCRA CORRACTS Facilities 1.00 0 0 0 0 0 RCRA non-CORRACTS TSD 0.50 0 0 0 0 NA RCRA Generator Site/Adjoining 2 0 2 NA NA ERNS Site 0 0 NA NA NA FINDS Site 0 0 NA NA NA 5.1.1 Accordingto FirstSearch the subject roe is not listed on the US EPA J property rtY National Priorities List(NPL), nor are there any sites listed within one mile. r ert is not list in the 5.1.2 According to FirstSearch, the subject property listed Comprehensive Environmental Response,Compensation and Liability Information tSystem(CERCLIS)sites database,nor are there any sites listed within one-half mile. 5.1.3 According to FirstSearch,the subject property was not identified as a RCRA ' CORRACTS Facility, nor were any properties within one mile. ' 5.I.4 According to FirstSearch,the subject property was not identified as a RCRA non-CORRACTS TSD Facility,nor were any properties within one-half mile. ' 5.1.5 The subject property was not identified as a former RCRA Generator. However,historic research shows that the site has been a garage since at least 1940 ' DECEMBER 5,2003 MONAGHAN/13003-3777 PAGE 14 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA and a waste oil UST was removed from the property in 1987, indicating hazardous waste generation at the subject property. No RCRA Generators were identified on ' the abutting properties. 5.1.6 According to FirstSearch, the subject property has not been identified as an ' ERNS Site. 5.1.7 According to FirstSearch, the subject property has not been identified as a ' FINDS Site. 5.2 State Records ' FirstSearch gp p provided information regarding re-1993 Spills as well as Transitions P g Sites carried through the 1993 revisions to the governing MA Contingency Plan(MCP)310 ' CMR 40.0000 and subsequent reportable releases and confirmed disposal sites with assigned Release Tracking Numbers(RTNs) listed with the MA DEP. The FirstSearch information has been supplemented by the review of the MA DEP Searchable Sites Database and an ' independent review of MA DEP Archived records. STATEtDAT-ABASES w' DIME CE) T 0 2 S , ota� Stte x ._Simi 25�5 mt, 5- mt State-listed/Reportable Releases 0.50 16 0 16 NA NA Registered USTs Site/Adjoining 0 0 NA NA NA LUSTS 0.50 0 0 0 0 NA Solid Waste Facilities/Landfills 0.50 0 0 0 0 NA Pre-1993 Spills 0.25 3 0 3 NA NA 5.2.1 Database research identified sixteen state listed sites within one-quarter mile of the subject property. Eleven of these sites are.closed with a Response Action Outcome(RAO)as indicating project closure with regulatory compliance,two of the sites are listed as NFA(No Further Action) and two of the sites are repetitive RTN ' numbers. The one remaining site is classified as Tier ID. File review information on this site is provided below: RTN 4-17060 Corner of North Street and Barnstable Road, Hyannis jSouthern abutter across North Street] On May 17,2002 during excavation activities to install new storm drains a UST was ' struck and ruptured releasing an unknown quantity of gasoline-impacted water. The DEP was contacted relative to the 2-hour release from an UST. Tyson Rose of the MA DEP (SERO) was contacted and subsequently assigned RTN 4-17060 and ' verbally approved assessment activities under an Immediate Response Action(IRA). 1 DECEMBER 5,2003 MONAGHANB003-3777 PAGE 15 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA ' Assessment activities indicated 12 to 17 yards of impacted soil. On May 22, 2002 approximately ten yards of impacted soil was excavated and confirmatory sidewall and bottom of hole samples were collected and sent to a MA Certified Laboratory for EPH and VPH analysis. Results of the analyses indicated results significantly below the most stringent S-1/GW-1 Method 1 Risk Characterization Standards. On June 14, 2002 13.61 tons of soil was accepted for recycling at Aggregate Industries Environmental Services in South Dennis,MA. An IRA Completion Report was filed with the MA DEP SERO on July 16, 2002. This site remains open and is currently ' classified as a Tier 1D site. This site is not expected to pose any environmental threat to the property. Five state sites were identified as"Non Geocoded"by FirstSearch. Only three of the sites are located within a one-quarter mile of the subject property. Of the three sites, one was a release to a water body and was handled by the Coast Guard. One is closed with an RAO as permanent solution. And the third is a redundant RTN. 5.2.2 FirstSearch did not identify any registered USTs for the subject property or any abutters. However four USTs previously existed at the property and have been documented as being removed. Another UST was discovered and removed from the southerly abutting parcel. See sections 3.5.3 and 5.2.1, respectively for more information. 5.2.3 No solid waste facilities were identified within one-half mile of the subject property. ' 5.2.4 Three Spill Sites were specifically identified within one-quarter of a mile of the subject property. Each of these is located at such a distance and/or hydrologic position so as not to represent a material threat of impact to the subject property. 5.3 Non-Geocoded Properties A total of seven non-geocoded sites were identified by EDR. These sites are mentioned above in association with the respective categories. t6.0 Site Reconnaissance A site inspection was conducted by BENNETT & O'REILLY, INC., personnel John D. Tadema-Wielandt] on July 8, 2003. ' 6.1 Underground Storage Tanks Four USTs have been documented as being removed from the subject property. Fire Department records indicate that two 5,000-gallon steel gasoline USTs were removed from the subject property sometime after 1970. No closure information was available regarding the two gasoline USTs. Fire Department records also indicate that a 750-gallon steel waste oil UST and a 750-gallon No.2 fuel oil UST were removed from the site on March 30, 1987. DECEMBER 5 2003 MONAGHANB003-3777 PAGE 16 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA By Zecco,Inc. The tank removals were performed in the presence of Briggs Associates,Inc. and the Hyannis Fire Department personnel. The Briggs report generated indicated that there was no evidence of hazardous waste contamination from the tanks. This information is included in Appendix C for reference. 6.2 Aboveground Storage Tanks A 275-gallon fuel oil aboveground storage tank(AST)currently exists at the subject property located on a concrete slab, adjacent to the northern exterior wall of the subject building. The AST formerly serviced the oil-fired furnace locate in the attic space of the subj ect building. The fuel lines from the AST were observed to run up the northern sidewall ' of the subject building and into the attic space through a small vent in the side of the building.The building has since been converted to gas heat. It is a specific recommendation that the abandoned AST be removed from the property. 6.3 Hazardous Substances ' At the time of the initial inspection, OHM storage included the 275-gallon AST located adjacent to the northern wall of the subject building. ' 6.4 Hazardous Waste At the time of inspection, no hazardous waste was being generated on-site. 6.5 Polychlorinated Biphenyls ' No sources of PCBs, such as transformers were noted on-site at the time of inspection. ' 6.6 Solid Waste Disposal At the time of inspection,no solid waste was being generated on-site. 6.7 Stained Surfaces and Distressed Vegetation appeared health and unstressed. Minor staining associated with On-site vegetationapp are y g the parking of cars was noted throughout the paved parking area at the site. 6.8 Underground Structures & Sanitary Wastewater Disposal As discussed in Section 2.3.4,the subj ect property is serviced via the municipal sewer system. No evidence of floor drains,hydraulic lifts, drywells or oil/water separators were noted during the inspection of the property. However, since the property has been i historically used as a service station,these structures may have existed on the site in the past. ! DECEMBER 5,2003 MONAGHAN/13003-3777 PAGE 17 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA 6.9 Additional Issues of Environmental Concern ! In accordance with the Service Constraints provided in Section 10.0,this report is not intended to be a complete environmental audit or industrial hygiene survey which would ascertain compliance with federal and state regulations other than those explicitly stated. Specifically,this investigation does not address asbestos,radon gas,ionizing radiation,mold or lead paint hazards. ! 7.0 Subsurface Investigation In order to qualify the impact of the identified Suspect Conditions, the physical testing of soils and groundwater was conducted at various locations throughout the subject property. The locations of such testing were selected based upon the greatest potential for environmental impact associated with historical use,site features,and environmental conditions. Specific locations were ! further based upon an assumed southeasterly groundwater flow direction, as indicated by documented regional flow direction. Analytical methods chosen were consistent with the potential on-site and off-site sources identified including gasoline, fuel/motor oil, and solvents. - 7.1 Soils ' On July 22,2002 BENNETT&O'REILLY,INC,arrived at the subject property with Jenkins Well Drilling of Orleans,MA to advance testborings in the areas of greatest potential ! for impact. Test boring, TB-1, was conducted off the northeast corner of the subject building, in the area where the former waste oil tank. TB-2 was conducted off of the southeast corner of the subject building,in the area of one of the former gasoline USTs. TB- 3 was conducted in the eastern portion of the site, in the area of the former gasoline dispensers. TB-4 was conducted south of the subject building,in the area of the former fuel oil UST. TB-5 was conducted in the area of the former 5,000-gallon gasoline UST. ! Two foot composite soil samples were collected at each of the TB-1 through TB-5 locations, in 5' intervals through to the groundwater interface located at 23' below grade surface (bgs) [Refer to Site Plan]. Soil samples collected at each location were placed in sealed 250 milliliter jars with an aluminum septum. The jars were then agitated to develop organic vapors and field screened with a photoionization detector(PID)by"jar headspace" method for total organic volatiles (TOV), as consistent with the MA DER"Interim Soils Policy..." WSC 94-400. PID screening reported very low-level TOV concentrations [s2.Oppm] within the vadose zone at each test boring location to the capillary fringe, as indicating no significant impact in any of the areas. However,after augering deeper into the aquifer in the TB-2 location, in order to set monitoring well MW-2,the soils from the end of the auger (25'+/-) had a distinct petroleum odor indicating a "smear zone" from groundwater impact.. No TOV concentrations were reported in TB-1,TB-4 or TB-5. Since all impacted soils encountered were below the groundwater table, no soil samples were submitted for laboratory analysis. DECEMBER 5,2003 MONAGHANB003-3777 PAGE 18 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA BENNETT & O'REILLY, INC. personnel returned to the site on August 11, 2003 ' in an attempt to locate a source area associated with the observed groundwater impact, as well as to further delineate the magnitude and extent of the groundwater impact. Three additional testborings were performed. TB-6 was performed east of the subject building in the area of a former gasoline UST. TB-3A was performed by re-entering TB-3 on the eastern portion of the subject property for the purpose of setting a monitoring well. TB-7 was performed upgradient of TB-3A to assess subsurface conditions in this area. TB-8 was performed in the southern portion of the property to assess soil and groundwater conditions at a downgradient location. Monitoring wells were set in the TB-3A/MW-3 and TB-8/MW-4 locations. ' Two foot samples composite soil were collected at each of the TB-6, TB-7,TB-3A P and TB-8 locations,in 5'intervals through to the groundwater interface located at 23'below ' grade surface(bgs) [Refer to Site Plan]. Soil samples collected at each location were placed in sealed 250 milliliter jars with an aluminum septum. The jars were then agitated to develop organic vapors and field screened with a photoionization detector(PID)by"jar headspace" ' method for total organic volatiles (TOV), as consistent with the MA DEP "Interim Soils Policy...".WSC 94-400. Again,PID screening reported very low-level TOV concentrations [_<2.Oppm] within the vadose zone at each test boring location to the capillary fringe, as indicating no significant impact in vadose zone soils in any of the areas. The same observations were noted, however, in TB-6, TB-3A, and TB-8 after augering below the groundwater interface petroleum impacted soils were observed indicating groundwater impact. No petroleum impact was observed in TB-7. ' 7.2 Groundwater Two inch,flush joint,PVC monitoring wells were completed at the TB-1/MW-1,TB- ' 2/MW-2, TB-3A/MW-3 and TB-8/MW-4 test boring locations. Each well screen was set across the groundwater table for sampling and water elevation gauging. The wells were subsequently surveyed to a common benchmark to qualify site specific groundwater flow direction. An additional well MW-A on an abutting property was also included in the survey and gauged for site specific groundwater flow direction. Subsequent groundwater contouring by BENNETT & O'REILLY, INC., established a site specific southerly flow direction toward Hyannis Harbor. On July 23,2003,monitoring wells MW-1 and MW-2 were gauged,developed,and jsampled. MW-1 was sampled for volatile organic compounds(VOCs)and total petroleum hydrocarbons (TPH), while MW-2 was sampled for VOCs and volatile petroleum hydrocarbons (VPH) as consistent with petroleum compounds used historically at the site. Samples were forwarded to Groundwater Analytical of Buzzards Bay, MA on a rush turnaround. Laboratory analytical received by BENNETT&O'REILLY,INC.,on July 28, 2003 reported no TPH or VOCs in MW-1,however significant concentrations of VOCs and VPH compounds were reported in the sample from MW-2. The C5 to C8 Aliphatic Hydrocarbon concentrations detected (3,900mg/L), were reported significantly above the DECEMBER 5,2003 MONAGHANB003-3777 PAGE 19 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA ' RCGW-2 Reportable Concentrations of 1,000 mg/L indicating that a 120-Day Reporting Condition exists at the site. tAfter the installation of the additional monitoring wells at the site on August 11, 2003, monitoring wells MW-2, MW-3 and MW-4 were gauged, developed, and sampled ' again for VPH. Laboratory results received August 19,2003 reported concentrations of C5 to C8 above the RCGW-2 Reportable Concentrations in all three wells. In addition monitoring well MW-4 Reported a concentration of 5,800mg1L above the GW-3 Method 1 Risk Characterization Standard of 4, 000mg/L. On August 21,2003 monitoring wells MW-1,MW-3 and MW-4 were sampled again for VPH, so that all four wells on-site were sampled twice. Results of the analysis reported concentrations of VPH in MW-1 as BRL. Concentrations of VPH in MW-3 were reported as elevated but below RCGW-2 Standards. Concentrations of VPH in MW-4 reported ' elevated levels of C5 to C8 Aliphatics above the RCGW-2 Risk Characterization Standard. ' TABLE 1: SUMMARY OF VPH w/TARGET ANALYTES IN GROUNDWATER 37 BARNSTABLE ROAD,HYANNIS,MA ' " '° �'". RCGW 2 � Method 1 GW 3 Risk��• Location Concentrations(µg/L) Concentrations(µg/L) Exposure Point eportable Concentrations Characterization Staddards Concentrations ,(ppb/µg/I) 1_ MR<4 `16 Sampled 7/23/03 Sampled 8/21/03s �r Mw-1 BRL(<200)[TPH] [VPH] 1 000[TPH]�' y 20 000[TPH] , y g' ' CS to C, BRL<20 10 1 000'; C9toC12 BRL<20 10 000:h C9 to CIO BRL<20 10 v 4 000, s , a ti 4,000p MTBE BRL<5 3 50 000k Y t 50,000 t , Benzene BRL<1 0.5 Toluene BRL<5 3 v; 6`000 + ry 50 QQO Ethyl benzene BRL<5 3 4 000`: Xylene(Mixed Isomers) BRL<5 3 6 000' 50,000 t ' Naphthalene BRL<5 3 6 000 MW-2 Sampled 7/23/03 Sampled 8/11/03 CS to CB 3,900 1,500 2,700 r 1,000„ ,; 4,000 C9 to C12 440 150 295 s 1000 F 20,000 ' C9 to CIO 2,400 920 1,660 4 MTBE 16 6 11 ,50 000'' 4{+ x t` 50,000 Benzene 36 11 24 2 000 7000 lti; Toluene BRL<10 BRL<0.5 BRL<3 ' r c 6 000;, 50,000 Ethyl benzene BRL<10 BRL<0.5 BRL<3 ar 4 000J # 4 000 Xylene(Mixed Isomers) BRL<10 BRL<0.5 BRL<3 000 50,000 000� I Naphthalene BRL<10 BRL<0.5 BRL<3 . MW-3 Sampled 8/11/03 Sampled 8/21/03 ' CS to Cg 1,600 830 1,215 1,000 Y 4,000x C9 to C,Z 170 82 126 w 1 000 00 , Q0 r C9 to CIO 1,300 550 925 4 000. 4000 MTBE 8 BRL<5 5 50,000- j`5 50,000 w Benzene 16 8 12 2000; 7000 Toluene BRL<0.5 BRL<10 BRL<3 k 6 000.: 50,000 Ethyl benzene BRL<0.5 BRL<10 BRL<3 4 000;; 4,000 Xylene(Mixed Isomers) BRL<0.5 BRL<10 BRL<3 6 000 50;000 Naphthalene BRL<0.5 BRL<10 BRL<3 6,000'` 6,000 1 DECEMBER 5,2003 MONAGHAN/13003-3777 PAGE 20 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA rTABLE 1: SUMMARY OF VPH w/TARGET ANALYTES IN GROUNDWATER 37 BARNSTABLE ROAD,HYANNIS, MA RCGW 2 Metbod 1 GW 3 Risk Location Concentrations(µg/L) Concentrations(µg/L) Exposure Point 'Reportable Concentrations Cbaractenzahon Standards Concentrations ,y a (ppb/µg/L) n;< MR•40 16 10 MR 4 4 2 biW-4 Sampled 8/11/03 Sampled 8/21/03 a # � CS to C, 5,700 2,700 4,200 1,000 s 4,000 C9 to C12 1,000 BRL<200 550 X 1,000 L 20;000 }"� C9 to Co 3,800 1,900 2,850 4 000;; S 4 000 Iv[TBE 13 BRL<50 19 "50 000 rk 50000 Benzene 42 15 29 = r 2 000 z Toluene 15 BRL<0.5 8 Ethyl benzene 16 BRL<0.5 8 4;000 wry s r Xylene(Mixed Isomers) 24 BRL<0.5 12 6 000' ' S0;000 . ' Naphthalene 11 BRL<0.5 6 4 6 000`,; w 6000 NA-Not Analyzed Bold text indicates compounds exceed applicable standards ' Shaded columns indicate the appropriate roundwater categories ' 7.3 Risk Characterization 7.3.1 In the evaluation of soil soils at the site,the RCS-1 Reportable Concentrations are applicable,per 310 CMR 40.0361. Additionally,review of the site indicated that appropriate Method 1 -Risk Characterization standards for soil are S-2 and S-3,per 310 CMR 40.0933. No soil samples were collected at the site during this ' investigation as such impact was noted below the groundwater interface as considered a groundwater issue. ' 7.3.2 In the evaluation of laboratory results for groundwater samples collected,the applicable RCGW-2 Reportable Concentration standards were considered,per 310 CMR 40.0362. Additionally, review of the property indicates the appropriate ' Method 1-Risk Characterization standard for groundwater is GW-3,per 310 CMR 40.0932. Groundwater analytical results were consistently reported at concentrations above the RCGW-2 Standards,confirming that a 120-day reporting condition exists ' at the site pursuant to 310 CMR 40.0315. In one instance concentrations of C5 to C8 Aliphatics were reported at concentrations above the applicable GW-3 Method 1 ' Risk Characterization Standards indicating the need for a remedial response to eliminate Significant Risk. 8.0 Limitation and Conditions tNo limiting conditions were noted in this investigation. DECEMBER 5,2003 MONAGHAN/BO03-3777 PAGE 21 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA r 9.0 References ' Betsy Stanton,property owner, Personal Interview, July 19, 2002. ' Hyannis Assessors Office, File Review,July 12, 2002. Hyannis Board of Health, File Review, July 12, 2002. ' Hyannis Fire Department, File Review,July 3, 2002. ' Hyannis Building Department, File Review, July 12, 2002. Hyannis Town Clerks Office, Personal Interview, July 12, 2002. Cape Cod Conservation District, Barnstable Office, aerial photographs. ' Environmental Data Resources, Inc., Sanborn Fire Insurance Map request. Massachusetts Department of Environmental Protection,BWSC,Site/Reportable Release Database. ' Massachusetts Division of Fish and Wildlife "Massachusetts Natural H ri "Heritage Atlas",2000-2001. ' United States Department of Agriculture Soils Conservation Service, "Soil Survey of Barnstable County, Massachusetts", March, 1993. United States Geological Survey, Hyannis,Massachusetts, Quadrangles, 1998. United States Geological Survey, Groundwater Resources of Cape Cod, Massachusetts, 1986. United States Environmental Protection Agency, Envirofacts Database Search 1 ' DECEMBER 5,2003 MONAGHAN/13003-3777 PAGE 22 OF 22 PHASE II-ESA:37 BARNSTABLE RD.,HYANNIS,MA ' 10.0 Service Constraints 1. Much of the information provided in this report is based upon personal interviews and research of available documents,records and maps held by the appropriate government and private agencies. This information is, therefore, subject to the limitations of historical documentation,availability and accuracy of pertinent records,and the personal recollection ' of those persons contacted. 2. An initial investigation took into account the natural and man-made features of the site including any unusual or suspect phenomenon. These factors combined with the site's geology,hydrology,topography and past and present land uses served as a basis for choosing ' a methodology and location for subsurface exploration, as well as groundwater and subsurface soils sampling. The subsurface data generated are meant as a representative overview of the site. ' 3. The locations and analyses of soil, groundwater and subsurface water samples were based upon the same consideration listed in 1 and 2 above. The samples were analyzed for those parameters unique to the site as determined from the preceding site evaluation. 4. The interpretations and opinions provided in this report are based on governmental ' regulations and policies in effect at the time for preparation of the report. Future changes in regulatory policy may render these opinions obsolete or otherwise invalid. BENNETT& O'REILLY,INC.,should be consulted directly regarding validity of conclusion and opinions ' before any use is made of this report outside of the time frame of its preparation. 4. This report is designed to identify material evidence and/or threat of releases of oil or 1 hazardous materials to the environment. It is NOT intended to be a complete environmental audit or industrial hygiene survey which would ascertain compliance with federal and state ' regulations other than those explicitly stated. Specifically,this investigation does not address asbestos, radon gas, ionizing radiation, mold or lead paint hazards. I �I � BENNETT & OREILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Brewster, MA 02631 Engineering and Environmental Services (508)896-6630 FAX(508)896-4687 CLIENT Liam Monaghan DATE(S) 7/23/03 TIME: 2:15 pm TIDE:FLOW-EBB LOCATION Barnstable Rd. &Norton St.,Hyannis JOB NUMBER B003-3777 SAMPLER Todd M.Everson-Environmental Scientist I MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev. of Total Standing Water Dissolved Depth to Static Volume HNU Well reference Depth Water Table Conductivity Temperature Number point of Well Water Height Elevation Volume Purged PI-101 pH Oxygen (F) Comments: (feet) (feet) (feet) (feet) (feet) (gallons) (gallons) (ppm) (mg/L) OW-1 30.15 20 NA NA NA NA NA NA NA NA NA NA Dry MW-1 30.36 30 22.63 7.37 7.73 1.18 12 NT 6.37 11.34 110 60 3:40:No odor,no sheen MW-2 29.91 30 22.34 7.66 7.57 1.23 12.5 NT 5.87 6.21 186 60 4:15:Distinct petro odor,no sheen i MW-A 30.88 30 23.38 6.62 7.50 1.06 NA NA NA NA NA NA Groundwater gauging only p i NOTES: i Groundwater samples collected at MW-1 (TPH,VOC's)and MW-2(VPH,VOC's) Groundwater gauging only at MW-A. NA=Not Applicable NT=Not Tested ti . " M M M � m M M M M m M s m M M M M BENNETT & O'REILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Brewster, MA 02631 Engineering and Environmental Services (508)896-6630 FAX(508)896-4687 r CLIENT Liam Monaghan DATE(S) 8/11/03 TIME: TIDE: LOCATION 37 Barnstable Rd.Hyannis,MA JOB NUMBER B003-3777 SAMPLER John Tadema-Wiclandt-E S H,Todd Everson,ES I MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev. of Total Standing Water Dissolved Depth to Static Volume HNU Well reference Depth Water Table Conductivity Temperature Number point of Well Water Height Elevation Volume Purged PI-101 pH Oxygen (F) Comments: (feet) (feet) (feet) (feet) (feet) (gallons) (gallons) (PP-) (mg/L) MW-1 30.36 30 22.96 7.04 7.40 1.20 NA NA NA NA NA NA Not sampled MW-2 29.91 30 22.56 7.44 7.35 1.25 5.0 NA 7.12 8.96 247 57 Moderate odor,no sheen MW-3 NE 30 22.53 7.47 NA 1.27 13.0 NA 6.70 8.54 192 57 Moderate odor,no sheen MW-4 NE 30 22.53 7.47 NA 1.27 13.0 NA 6.59 8.61 206 57 Moderate odor,no sheen MW-A 30.80 30 23.61 6.39 7.27 1.09 NA NA NA NA NA NA Not sampled k f NOTES: NE=Not established NA=Not applicable Sample 3 MWs for VPH with all targets. t BENNETT & O'REILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Brewster, MA 02631 Engineering and Environmental Services (508)896-6630 FAX(508)896-4687 CLIENT Liam Monaghan DATE(S) 8/21/03 TIME: TIDE: ` LOCATION 37 Barnstable Rd.Hyannis,MA JOB NUMBER B003-3777 I SAMPLER John Tadema-Wielandt,ES II MEASURING POINT GROUND SURFACE OR T.O.C: T.O.C. Elev. of Total Standing Water Depth to Static Volume HNU Dissolved Well reference Depth point of Well Water Table Conductivity Temperature oxygen Number Height Elevation P ygen (F)Water Volume Purged PI-101 Comments: (feet) (feet) (feet) (feet) (feet) (gallons) (gallons) (PP-) (mg/L) MW-1 30.36 30 NA NA NA NA 5.0 NA NA NA NA NA No Odor-No Sheen MW-3 29.88 30 NA NA NA NA 5.0 NA NA NA NA NA Slight odor,no sheen MW-4 29.82 30 NA NA NA NA 5.0 NA NA NA NA NA Moderate odor,no sheen NOTES: NA=Not applicable Sample 3 MWs for VPH with all targets. No water level indicator to gauge wells. BENNETT & O'REILLY, Inc. Sheet 1 of 5 1573 Main Street 508-896-6630 ' PO Box 1667 508-8964687 Fax Brewster,MA 02631 bennett-oreilly.com e oo Job Number: B003-3777 Date:7/22/03 Surface Elevation: ' Job Name: Monaghan SAND GRAVEL SILT SAND PEAT Test Hole Number: TB-1/MW-1 ® ® o 00 0 Witness: John Tadema-Wielandt Drilling Contractor: Jenkins Well Drilling TOP/SUB CLAY FILL Sampling Method: 4.25"HSA with T SS Sampler SOIL GEOLOGIC BOREHOLE LOG Well> Type" ;Standard Penet�atlon Well Lift.16 'yISediment Detail LUlolggy Depth DePtn Blows per °i°or Specification'&Remarks Descrrpi on Sample 6 Dnvo, Recovery. b A 0-3 NA NA PID Response Asphalt (ppm) Gravelly Silty Sand:Brown coarse to TTF 3-5 4,3,3,3 0 $ per WSC 94-400 fine sand with gravelly members. i ' A 5-8 NA NA 3-5 BRL 10 S 8-10- 7,53,23,23 50 8-10 BRL Sand: Tan to buff coarse to fine,poorly A 10-13 NA NA 13-15 BRL sorted,well stratified. � S 13-15 12,10,13,10 70 18-20 BRL 15' 20-22 BRL Sand: Tan to buff to light brown,+ s A 15-18 NA NA . � 22-24 BRL alternating layers of well sorted fine and 20 s 18-20 10,6,5,10 70 H medium to coarse sand. n S 20-22 7,8,7,E 60 ' ' � S 22-24 6,4,3,4 60 _ Sand:Tan,coarse to fine sand,poorly 25 sorted. ' + ' Sand:Tan,medium to finesad,poorly 30 sorted. ' 35 Sand: Tan,medium to fine sand,poorly sorted. ' 40 SWL• 23+/- NOTES ' 45 Set 10'of schedule 40#10 slot screen @ 30'bgs. Sand packed to 18'bgs. 50 Set T bentonite plug @ 16-18'. Then ' backfill with native material to surface. 55 60 BENNETT & O'REILLY, Inc. Sheet 2 of 5 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster,MA 02631 bennett-oreilly.com e: oo� Job Number: B003-3777 Date:7/22/03 Surface Elevation: Job Name: Monaghan SAND GRAVEL SILT SAND PEAT Test Hole Number: TB-2/MW-2 ® ® ��0•o � Witness: John Tadema-Wielandt ' Drilling Contractor: Jenkins Well Drilling TOP/SUB CLAY FILL Sampling Method: 4.25"HSA with 2'SS Sampler SO L GEOLOGIC BOREHOLE LOG ' p. StandardPenetrahon'. WeIE. .. ..? . Well rrpe: . LithologylSediment Detat Lithology Dep(tr °f> Depth Blows per %of Specificafion;&Remarks Descn tiort ' Sample 6 Dnve Recovery PID Response Asphalt A 0-5 NA NA (ppm) Gravelly Silty Sand:Brown coarse to ' 1 5 per WSC 94-400 fine sand with gravelly members. S 5-7 6,2,1,1 40 5-7 0.2 1 1(0 7-9 S 7-9 7,4,11,10 20 - BRL - Gravelly Silty Sand: Tan to buff coarse- ;• A 9-11 8,9,11,15 60 9-11 BRL to fine,poorly sorted,stratified. J S 11-15 NA NA 17-19 BRL • ,' 15' Sand:Tan,medium to fine sand,poorly r A 11-16 NA NA 22-24 BRL sorted. " 20 S 16-19 5,4s,7 60 28'+/-cuttings A 19-22 NA NA 38 ppm Sand: Tan,medium to fine sand,poorly ' sorted. R/ t 25 S 22-24 8,5,5,7 60 30 35 ' 40 SWL: 23+/- NOTES 45 Set 10'of schedule 40#10 slot screen @ 30'bgs. Sand packed to 18'bgs. 50 Set T bentonite plug @ 16-18'. Then ' backfill with native material to grade. ' S5 60 1 BENNETT & O'REILLY Inc. Sheet 3 of 5 1573 Main Street 508-896-6630 PO Box 1667 508-8964687 Fax Brewster,MA 02631 bennett-oreilly.com oe000° Job Number: B003-3777 Date: 7/22/03 Surface Elevation: ' Job Name: Monaghan SAND GRAVEL SILT SAND PEAT Test Hole Number: TB-3 Former pump island Witness: John Tadema-Wielandt Drilling Contractor: Jenkins Well Drilling TOP/SUB CLAY FILL Sampling Method: B-50 Mobile Drill 4'/<"HSA with 2'SS SO L GEOLOGIC BOREHOLE LOG 1 Weld Tree :Standard Penetraho[> Well Lthology/Sediment:: Detail Lltnology l?epth °r : 1 Depth Bows per %of, Specification. &Remarks Descrip>Jon Sample 6 Dnve Recovery A 0-3 NA NA PID Response Asphalt (ppm) Gravelly Silty Sand:Brown coarse to 1 S 3-5 3,6,12,17 50+. 5 per WSC 94-400 fine sand with gravelly members. � 5-7 8,12,18,22 60 . . , 3-5 BRL • 10 9-11 6,10,11,11 7-9 12,10,8,9 5-7 BRL GSS: Brown coarse to fine sand with gravelly members,poorly sorted. 1 7-9 0.2 9-11 BRL IS Sand:Tan,coarse to fine sand,poorly 1 sorted. 20 Sand: Tan,coarse to fine sand,poorly 1 sorted. 25 30 1 35 ' 40 SWL: NWE NOTES 1 45 No well set. ' S0 1 55 60 1 BENNETT & O'REILLY, Inc. Sheet 4 of 5 1573 Main Street 508-896-6630 ' PO Box 1667 508-896-4687 Fax Brewster,MA 02631 bennett-oreilly.com e. o Job Number: B003-3777 Date:7/22/03 Surface Elevation: Job Name: Monaghan SAND GRAVEL SILT SAND PEAT Test Hole Number: TB-4 Former f.o. UST Witness: John Tadema-Wielandt ' Drilling Contractor: Jenkins Well Drilling TOP/SUB CLAY FL.L Sampling Method: B-50 Mobile Drill 4'/4"HSA with 2'SS Sampler SOIL GEOLOGIC BOREHOLE LOG St andard:Fenetra60n_ We(I rope ho.OgylSedim We11 Lit: ent Detain lJ s e pcf Desctiat w iof eithology np ' Sample fi Dnve Recovery �- A 0-3 NA NA PID Response Asphalt ti (ppm) No recovery rock in tip. $ ' S 3-5 4,2,3,3 NR per WSC 94-400 r " " S 5-7 3,2,3,12 50 3-5 NR Sand:Tan to buff,coarse to fine sand, " 5-7 BRL s` 7-9 12,11,12,10 60 --- - - poorly sorted,with gravelly members. ' 10 7-9 BRL Sand: Brown to buff,coarse to fine 1$ sand,poorly sorted,with gravelly tmembers. 20 25 30 35 40 SWL: NWE NOTES ' 45 No well set. 50 S5 60 t 1 BENNETT & O'REILLY Inc. Sheet 5 of 5 1573 Main Street 508-896-6630 1 PO Box 1667 508-896-4687 Fax Brewster,MA 02631 bennett-oreilly.com e O Job Number: B003-3777 Date:7/22/03 Surface Elevation: 1 Job Name: Monaghan SAND GRAVEL SILT SAND PEAT Test Hole Number: T13-5 Former gas UST#2 ® ®1 �.��� � Witness: John Tadema-Wielandt D"'� Drilling Contractor: Jenkins Well Drilling TOP/SUB CLAY FILL Sampling Method: Mobile Drill B-50 4'/4"HSA with T SS Sampler 1 SOIL GEOLOGIC BOREHOLE LOG 1 Sfandard;Penetrahon V1121� Lltholfl ISediment< weti Type " 9Y Detail LitMology Depth °I;:: Depth slows per °i°of, Specification&Remarks Descrptiort 1 Sample 6 Dnve Recovery ti A 0-3 NA NA PID Response Asphalt (ppm) Gravelly Silty Sand:Tan to buff,coarse ' S 3-5 6,7,13,20 per WSC 94-400 to fine sand with gravelly members. ` r " S 5-7 8,18,18,24 50 3-5 0.2 _ . i0 S 7=9 - - 18,20,18;21 30 5-7 BRL - Sand:Tan;coarse to fine sand,poor y 7-9 BRL sorted,with gravelly members. 15 Sand: Tan,coarse to fine sand,poorly 1 sorted,with gravelly members. 20 1 25 1 30 35 1 40 SwL: NWE NOTES 1 45 No well set. 1 50 1 55 60 i 1 iMonaghan-BO03-3777 ' FIELD RESPONSE LOG B003-3777 i Responsible Party: Betsy Stanton-property owner Piney Point Road, Marion, MA iClient: Liam Monaghan i Property Location: 37 Barnstable Road Hyannis,MA iBackground Conditions: • Phase H Environmental Site Assessment in anticipation of a property transfer. iPerform test borings and install groundwater monitoring wells. iEnvironmental Conditions: • Property is single story brick building,originally built in 1940 as a gasoline service station icirca 1940. Asphalt pavement extends across the south and east of the property. A portion of the site just north of the site building is also paved in the area of the fuel oil AST. Frequency and intensity of use of soils at the site is low. i The subject property is entirely upland with an elevation of 35_40 (+/- ). A review of geologic mapping(Oldale and Barlow, 1983)indicates the site is comprised of Barnstable i Plain Deposits,described as mostly gravelly sand and pebble to cobble gravel,which locally includes boulders_ On-sire drilling conducted with the installation of monitoring wells identified well stratified, poorly sorted, coarse to fine sand at the subject property. Site i specific groundwater was located at 23'(+f-)below grade suffice(bgsf • Regional groundwater contours indicate a southeasterly flow direction toward Hyannis Harbor,approximately 1,250 veer southeast L—Relfel-to Figure 2-1. �wE;e groundwatte contouring indicates more of a southerly flow direction. According to the MA DEEP BWSC G1S mapping,the subject property is located within a Non-Potential Drinkin4g Water Source Area(NPDz�SA) i Monaghan-BO03-3777 The MA DEP, BWSC overlay for the GIS mapping program indicate the RCGW-2 Reportable Concentrations are applicable for groundwater quality. Furthermore,the GW-3 groundwater criteria is applicable for this property in consideration of Method I- Risk ' Characterization. Based upon site features and the near proximity of residential-use properties,the RCS-I Reportable Concentrations are applicable for soils at the property and the S-2 and S-3/GW-3 soil categories are considered applicable relative to ' frequency/intensity of use and accessibility for Method I -Risk Characterization. Remedial Response:, Date Time ' 7/22/03 9:00 am tBENNETT & O'REILLY, INC. personnel arrive at site, met by Jenkins Well Drilling personnel. Conduct tailgate H+S meeting. ' 9:30 am Set up on TB-I and begin drilling in location of former UST,collecting split spoon samples in T intervals every K 10:30 am Complete TB-1 and set MW-I at 30'bgs. No evidence of impact in TB-1 (see borehole logs for screening information). 11:00 am Mobilize to TB-2 location in area of former UST and begin advancing to depth collecting split spoon samples in 2'intervals every 5`. 12:00 pra ' Complete TB-2,set MW2.@30'bgs. Note evidence of petroleum(gasoline)impact below groundwater table(23+/-)at 28'+/-. fn,-In 1G.JU Pi[[ ' Break for lunch. Monaghan-BO03-3777 1:00 pm Mobilize to TB-3 location in area of former pump island. Begin advancing TB-3 collecting soil samples to 11'bgs. No evidence of impact at TB-3 to 11'bgs 1:45 pm ' Mobilize to TB-4 location in area of former UST, advance TB-4 to 9'bgs. Collect soil samples in 2'intervals. No impact noted in TB-4 to 9'bgs. 2:30 m P ' Mobilize to TB-5 location in area of former UST, advance TB-5 to 9'bgs. Collect soil samples in T intervals. No impact noted in TB-5 to 9'bgs. t3:15 pm Driller departs site. Begin finishing wells with road box. 4:45 pm Complete finishing of MW's 5:00 pm Clean up site and leave traffic cones to flag wells. ' 5:15 m P Depart site. BENNETT&O'REILLY,INC. 8/11/03 9:30 am BENNETT & O REILLY, INC. personnel arrive at site, met by Jenkins Well Drilling personnel to advance additional TBs/MWs for additional assessment work. Conduct tailgate ii i S mwting. 10:00 am Set up on TB-6 and begin drilling. 1 ' Monaghan-BO03-3777 11:00 am Complete TB-6 and collect samples @ groundwater interface and below @25' and screen with PID as follows: LOCATION DEPTH PPM TB-6 22-24' 0.2 TB-6 25'+ 64 Discuss logistics of advancing a down gradient Monitor Well with issue of power lines(OH) g g tn' P � H) and underground utilities. ' 11:30 am ' Set up on TB-3 and re-enter as TB-3A. Collect soil sample below ground water table + screen with PID as follows: LOCATION DEPTH PPM TB-3A 2511+ 60 ' 12:30 pm ' Complete TB-3A aid set MW-3 @30'bgs. 12:45 pm Break for lunch. ' 1:15 pm Set up on TB-7 plus collect soil samples from groundwater interface and below. Screen with ' PID as follows: LOCATION DEPTH PPM TB-7 22-24' 0.4 TB-7 25'+ 1.6 2:00 pm ' Complete TB-7. Move to TB-8,advance TB-8 as downgradient well. Collect soil samples from groundwater interface and below 25' and screen with PID as follows: Monaghan-BO03-3777 ' LOCATION DEPTH PPM TB-8 22-24' 6.0 TB-8 25'+ 70 3:00 pm Set MW-4 @ TB-8 location 30'bgs. 3:15 pm ' Driller departs site. Begin finishing wells with road box. 4:00 pm Complete finishing of MW s THE(Todd Everson)arrives at site to assist gauge MW s for site specific groundwater flow determination. Purge plus sample MW-2,3 and 4 for VPH. 5:00 pm Clean up site and leave traffic cones to flag wells. ' 5:20 pm Depart site. 8/20/03 Liam requests VPH testing of MW-1 (no analyte) as well as MW-3 and 4on.3 day ' turnaround. David C. Bennett explains: ' -Difference between ASTM phase 2 and MA-DEP phase 2. -Need for additional wells(2-3)to determine remediation costs if necessary. -Environmental insurance for additional remedial costs. ' -Range of remedial costs -No treatment$10,000 -Large plume $100,000 Will sample MW-1,3 and 4 tomorrow for VPH. ' Monaghan-BO03-3777 8/21/03 10:55 am ' BENNETT& O'REILLY INC. personnel (JTW) arrive on site to sample MW 1,3, and 4. Run level loop for elevations of previously shot wells. No water level indicator. Begin purging wells. ' 11:25 am Sample MW-3 12:15 pm Sample MW-1 12:40 pm Sample MW-4 ' 12:50 pm Sweep up remainder of sand around TB's as asked by property owner. ' 1:15 pm ' Set up level in preparation to run level loop. Submitted by: ' B VqNE TT& ILLY, INC. ' John D. Tadema-Wielandt Project Manager ' This Field Response Log is a compilation offield observations, interviews with individuals familiar with the project and a review of public record. As such, it is intended to be an accurate and complete record of pertinent information. However, based on the reliance on third party and hearsay information included, no guarantee or warranties of the accuracy and completeness of that information is expressed or implied. 1 1 BENNETT A 05RE' I'LLY Inc. Engineering, Environmental & Surveying Services 1573 Main Street 1 Sanitary 21E/Site Remediation Property Line PO Box 1667Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax 1 PHASE I-ENVIRONMENTAL SITE ASSESSMENT 1 CLIENT Mr.Liam Monaghan PROJECT NUMBER BO03-3777 1 CLIENT ADDRESS Hyannis Travel Lodge, 18 North St.,Hyannis,MA PHONE(5081280-8002 PROPERTY ADDRESS 37 Barnstable Road,-Hyannis,MA i PROPERTY OWNER Betsy Stanton CONTACT Liam Monaghan 1 OWNER ADDRESS 37 Barnstable Road,Hyannis,MA PHONE 508-790-0877 1 CURRENT PROPERTY USE: Briefly describe current property uses. 1 (Residential, Commercial,Industrial/Manufacturing,Unimproved/Raw Land,Agricultural) Subject 1 Property L Abutting 1 Properties North 1 . Abutting Properties South 1 Abutting Properties 1... , -• �t�RN L� 1 East Abutting 1 Properties D75AI j/4-2- West 1 1 E` i ---------------- 1 JULY 7,2003 MONAGHAN-PH ED003-3777 � PAGE 2 OF 9 37 BARNSTABLE RD.,HYANNIS,MA t HISTORICAL PROPERTY USE: Briefly describe historical land uses and include dates. E Subject ' Property ' Abutting Properties North Abutting Properties South Abutting Properties East Abutting Properties ' West 1. Is the property or any adjoining property currently used for an industrial purpose? ' Subject O Yes Adjoining O Yes (No (4NO ' 2. Have you observed evidence, or do you have any prior knowledge, that the property or any adjoining property been used for an industrial use in the past? Subject O Yes Adjoining O Yes 4<0 ('�Ko O Unknown O Unknown ' 2a. If the on-site structure was built before 1980, is it possible asbestos may be present? O Yes (�`No ' 2b. Is it possible that lead-based paint has been used in the structure(s)? O4ros ( ' 2c. Does the structure have fluorescent light fixtures that may contain PCB's? ()Yes (�o ' 3. Is the property or any adjoining property used as a gasoline station, motor repair facility, commercial printing facility, dry cleaners,photo developing laboratory,junkyard or landfill, or as a waste treatment storage, disposal,processing or recycling facility(if applicable identify which)? ' Subject (•,),YY Adjoining O Yes ('�SOS 1 JULY 7,2003 MONAG.HAN-PH M003-3777 PAGE 3 OF 9 37 BARNSTABLE RD.,HYANNIS,MA ' 4. Have you observed,or do ou have any prior knowledge,that the property or adjoining property have ever been used as�g olive statio , motor repair.facility, commercial printing facility, dry cleaners, photo developing laboratory,junkyard or landfill,or as a waste treatment storage,disposal processing or recycling t facility? Subject (�Yfes Adjoining O Yes O No (L'No O Unknown O Unknown SITE INSPECTION Describe all structures on property, including age. -76 5.. Are there currently,or to the best of your knowledge have there previously been,any damaged or discarded ' automotive or industrial batteries,pesticides,lubricants, solvents,paints or other chemicals in individual containers of>5 gallons(19L)in volume or 50 gallons(I00L)in total combined volume,stored on or used ' at the property or at the facility? Currently O Yes Previously O Yes "o 0-Ko ' O Unknown O Unknown 6. Are there currently,or to the best of your knowledge have there previously been, any industrial drums (typically 55 gal(208L))or sacks of chemicals located on the roperty or at the facility? ' Currently O Yes Previously ( 'es (40 O No O Unknown O Unknown 7. Have you observed or do you have an revious knowledge,that fill material has been brought onto the y Y YP g � g property, or is there evidence of fill such as unusual heaps,mounds, depressions, or sinkholes? ' OYe W-No O Unknown ' If "yes".continue below: 7a. What type of fill material? O Construction debris ' O Trash/Refuse ()Clean Soil O Potentially contaminated soil ' O Unknown origin ' JULY 7,2003 MONAGHAN-PH M003-3777 PAGE 4 OF 9 37 BARNSTABLE RD.,HYANNIS,MA ' 8. Are there currently,or have you observed any evidence indicating that there have previously been any pits, ponds, or lagoons located on the property in connection with waste treatment or waste disposal. Currently O Yes Previously O Yes I ' (moo (,fNo ()Unknown ()Unknown ' 9. Is there currently,or have you observed any evidence indicating that there has previously been any stained soil on the property? Currently O Yes Previously O Yes (moo (moo O Unknown O Unknown 9a. Is there any evidence of stressed or dead vegetation not explainable by natural causes on the property? ' O Yes (-To 9b. Is there any evidence of stained soil,concrete, asphalt or building surfaces on the property? ' OYes (L'No 10. Are there currently, or to the best of your knowledge has there previously been,.any registered or unregistered storage tanks(above or underground)located on the property? ► Currently (kKes �- Previously Qj -Yes `'k ' ()No ()No d t/eR2� ()Unknown ()Unknown If"yes"continue below: ' 10a. Do the tanks contain petroleum products? (I) r eS ONo ' If "yes"continue below: .l Ob. Give size and contents of each tank,indicate if tanks are permitted,and if they have been tightness tested: 1 Oc. Is there evidence of spills or leaks around the tanks,or have there been leaks in the past? ' O Yes ( fi,o If "no"continue below: 1 Od. Do the tanks contain hazardous substances? ' O Yes (bKNo t If "no"continue below: 1 Oe. Give size and contents of each tank,indicate if tanks are permitted,and if they have been tightness tested: 1 Of. Is there evidence of spills or leaks around the tanks,or have there been leaks in the past? O Yes JULY 7,2003 MONAGHAN-PH II/BO03-3777 PAGE 5 OF 9 37 BARNSTABLE RD.,HYANNIS,MA ' 11. Are there currently, or do you have knowledge that there have been any vent pipes, fill pipes or access ways indicating a fill pipe protruding from the ground on the property or adjacent to any structure located on the property. Are there any patches in asphalt or concrete possibly indicating a previous underground ' storage tank. Currently ( Yes Previously O Yes o ()-No ' O Unknown O Unknown If "yes"continue below: 1 la. Were former tanks removed? (44S 1 O No O Unknown If "yes"continue below: ' 1 lb. Was contamination found when the former tank was removed? OYes (Iy1V o ' O Unknown If "yes"continue below: 1 Ic. Was the contamination cleaned up? ' OYes ONo O Unknown ' 12. Are there currently, or to the best of your knowledge have there been, any leaks, spills or staining by substances other than water,or foul odors,associated with any flooring,drains,walls,ceilings,or exposed ' grounds on the property. Currently O Yes Previously ().Yes (Ko (� ' O Unknown O Unknown 12a. Are there currently, or to the best of your knowledge are there any, or have there been any floor drains located on the property? ' OYes ONE ( nknown ' If"yes"continue below: 12b. Where do the floor drains discharge? 13. Is the property served, or has the property been served,by a private drinking water well? ' Currently O es Previously O Yes Ro No nknown (�dnknown ' If"yes"continue below: 13a. Is there evidence or do you have prior knowledge that contaminants have been identified in the well or system that exceed guidelines applicable to the water system. ' O Yes ONo O Unknown I ' ' JULY 7,2003 MONAGHAN-PH IVB003-3777 PAGE 6 OF 9 37 BARNSTABLE RD.,HYANNIS,MA 13b. Is there evidence or do you have prior knowledge that the well has been designated as contaminated '. by any government environmental/health agency. OYes O No O Unknown ' 13c. Are there any septic systems,dry wells or leach fields on the property? ()Yes O No O Unknown If "yes"continue below: 13c.i. Have hazardous substances or petroleum products ever been discharged to these systems? O Yes ' O No O Unknown 13c.ii. Is there any evidence that hazardous substances might have been discharged to these receivers? OYes ONo O Unknown ' 14. Does the owner or occupant of the property have any knowledge of environmental liens or governmental notification relating to past or recurrent violations of environmental laws.with respect to the property or ' any facility located on the property? O Yes (�'No O Unknown 15. Has the owner,or occupant of the property been informed of either the current or past existence of hazardous substances or-p o eum produ with respect to the properly or any facility located on the property? Currently O Yes Previously ( Yes ' (trNo No O Unknown O Unknown Has the owner or occupant of the property been informed of the current or past existence of environmental violations with respect to the property or any facility located on the property? Currently O Yes Previously ()Yes 61V 0 (4-Tqo O Unknown O Unknown 16. Does the owner or occupant of the property have any knowledge of any environmental site assessments of the property or facility that indicated the presence of hazardous substance or petroleum products on, or ' contamination of,the property or recommended further assessment of the property. OY s (W ' O Unknown JULY 7,2003 MONAGHAN-PH IUBO03-3777 PAGE 7 OF 9 37 BARNSTABLE RD.,HYANNIS,MA 17. Does the owner or occupant of the property know of any past, threatened, or pending lawsuits or ' administrative proceedings concerning a release or threatened release of any hazardous substances or petroleum products involving the property by any owner or occupant of the property? O Yes ( ()Unknown 17a. Are there any groundwater monitoring wells on the property? ()Y (WHO If "yes' continue below: 17b. Has the well been tested? O Yes O No ' If"yes"continue below: 17c. Have any contaminants been identified,or has the water been designated as contaminated by any governmental agency? OYes ' O No 18. Does the property discharge waste water(not including sanitary waste or storm water)onto the subject property or onto any adjacent property and/or into a storm water system? ,,Yes ' OUnknown 18a. Does the property discharge waste water(not including sanitary waste or storm water)onto the subject property or onto any adjacent property and/or into a sanitary sewer system? O Yes (�o O Unknown 18b. Are there any wetland areas on the property? s(4o ' 18c. Is there an oily sheen, discoloration or unusual odors from surface water or catch basins on the property? OYes (40 19. Have you_observed evidence or do you have any prior knowledge that any hazardous substances or T troleum produc�nidentified waste materials,automotive or industrial batteries,tires,trash or refuse en umped, uriec.ardor burned on the pro erty? (Oes ONo f O Unknown i i . iJULY 7,2003 MONAGHAN-PH II/13003-3777 PAGE 8 OF 9 37 BARNSTABLE RD.,HYANNIS,MA i20. Is there a transformer,capacitor or any hydraulic equipment on the property? 0(�1 Os i If "yes"continue below: 20a. Are there any records indicating the presence of PCB's? OYes i O No ()Unknown iGOVERNMENT RECORDS/HISTORICAL SOURCES 21. To the bestbfyour knowledge,do any of the following Federal government record-systems list the property or any property within the circumference of the area noted below: National Priorities List-within 1.0 mile . Yes Y No CERCLIS List-within 0.5 mile? Yes r/ No iRCRA CORRACTS TDS Facilities-within 1.0 mile? Yes No 21a. Does the owner or occupant have a RCRA Generator permit for the handling or storage of ihazardous materials? O Yes (vJ iv o ' O Unknown If "yes"continue below: 21b.Do you have Hazardous Waste Manifests and/or MSDS sheets? i O Yes ' 22. Do any of the following state record systems list the property or any property within the circumference of the are noted below: Confirmed Disposal Sites List-within 1.0 mile Yes t"No i Reportable Release -within 0.5 miles Yes z' No Leaking Underground Storage Tanks List-within 0.5 miles Yes No Registered UST List-property or adjoining Yes J i No Solid Waste/Landfill Facilities-within 0.5 miles Yes �No 23. Based upon a review of fire insurance maps or consultation with the local fire department serving the property, are any buildings or other improvements on the property or on an adjoining property identified as having been used for an industrial use or uses likely to lead to contamination of the property? Yes No t i COMMENTS/EX?LANATION i iJULY 7,2003 MONAGHAN-PH II/13003-3777 PAGE 9 OF 9 37 BARNSTABLE RD.,HYANNIS,MA This questionnaire was compiled by: John Tadema-Wielandt,Environmental Scientist BENNETT&O'REILLY,INC. 1573 Main Street i P.O.Box 1667 Brewster,MA 02631 (508) 896-6630 iSignature of Preparer Date I represent that to the best of my knowledge the above statements and facts are true and correct and no material 1 facts have been suppressed or misstated. Property Owner/Owner Representative: -Signature j� � - ' Date (`/ Print Named r 1 1 1 BENNETT , Inc.n 'REILL Engineering, Environmental & Surveying Services 1573 Main Street 1 Sanitary 21E/Site Remediation Property Line PO Box 1667® Brewster,MA 02631 Site Development Hydrogeologic Survey Subdivision Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax 1 July 7,2003 B003-3777 Mr.Liam Monaghan HYANNIS TRAVEL LODGE 1 18 North Street Hyannis,MA 02601 ' Dear Mr. Monaghan, The following list of documents and information are useful in preparing an Environmental Site Assessment. Please check the appropriate boxes, complete the attached Transaction Screen ' Questionnaire, sign and return these forms along with copies of any reasonably available documents or information to BENNETT&UREILLY,INC. at the address on the letterhead. This will be attached to and made part of the completed Site Assessment Report. ENVIRONMENTAL SITE ASSESSMENT USER-FURNISHED INFORMATION YES NO ❑ 1. Any previous Environmental Site Assessment reports(ESA TS,ESA Phase I,II,etc.) ❑ 0 2. Environmental audit reports ❑ 0- 3. Environmental permits (ie...solid waste disposal permits, hazardous waste disposal permits, ❑ wastewater discharge permits,etc.) 4. Registration plans for underground and/or above ground storage tanks 1 ❑ lJ` 5. Material safety data sheets ❑ Er 7. Safety plans:preparedness and prevention plans,spill prevention,etc. ❑ C'1 8. Reports regarding hydrologic and/or geologic conditions of the site and surrounding area ❑ U 9. Notices or other correspondence from any.government agency relating to past or existing 1 environmental liens encumbering the property ❑ C� 10. Hazardous waste generator notices or reports ❑ O' 11. Information concerning any pending,threatened or past litigation or administrative proceedings ' ❑ relevant to hazardous substances or petroleum products (� 12. Notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products ❑ C3' 13. Disclosure of sumps,pits,drainage systems-existence and location ' ❑ C� 14. Building,property and/or septic plans ❑ 15. Description of current site operation,including layout drawings or sketches ❑ 16. Title report/chain of title and/or current title ❑ 17. Purchase price analysis(if below accepted market value of comparable properties) © ❑ 18. Current and historic photographs of the site. I have reviewed the above list and have provided copies of documents and information that exists that could be obtained within a reasonable time and without undue cost. Sig#e x Date -4 M.G.L. 21 E SITE ASSESSMENT REPORT For The Property Located_ At 37 BARNSTABLE ROAD In HYANNIS, MASSACHUSETTS Prepared for: t Verne Norman_Associates, Inc. 7=' 15 Whitney Lane t �y Plymouth,. MA. 02360 � March 31 , 1987 ' Project No. 71401 MA Briggs Associates, Inc. 400 Hingham Street, Rockland, MA 02370 (617) 871-6040 BRIGGS '." 400 Hingham Street, P.O.Box 369, Rockland, MA 02370-0369 ► (617)871-6040 March 31 , 1987 Project No, 71401 MA Verne Norman Associates, Inc. 15 Whitney Lane Plymouth, MA 02860 Attention: Mr. Verne Norman RE: M.G.L. 21 E Site Assessment Report 37 Barnstable Road Hyannis, Massachusetts Dear Mr. Norman: We are pleased to submit four (4) copies of our M.G.L. 21 E Site Assessment Report - for the above referenced project. i The work described herein was undertaken in accordance with your authorization dated February 3, 1987 of our proposal.MA87.145.0. Thank you for engaging our services. for this project. We will be pleased to provide you with any further consultation you desire. If you have any questions, please do not hesitate to contact us at your convenience. Very truly yours, BRIGGS ASSOCIATES, INC. 1 � • Kevin J. Kavanaugh P�t� OF m,1, Geo chnical Engineer W. 1 o gp�7ESQN Ralph . Borieson, P.E. Senior Geotechnical Engineer '�Doevve�e � z KJK:RWB:kk Attachments TABLE OF CONTENTS 1.0 GENERAL 1.1 Authorization 1 .2 Purpose of Investigation 1 .3 Scope of Work 2.0 SITE DESCRIPTION -� 2.1 Location 2.2 Surficial Characteristics 2.3 Vegetation �= 2.4 Abutting Properties 3.0 FIELD INVESTIGATIONS 3.1 Test Borings 3.2 Observation Wells M 3.3 Verifying Existing Condition of Underground Fuel Storage Tanks 3.4 Underground Fuel Storage Tank Removal 4.0 SITE CONDITIONS 4.1 Surface Conditions 4.2 Subsurface Conditions 4.3 Groundwater 5.0 HISTORY 5.1 Town History 5.2 Site History 6.0 RESEARCH INVESTIGATIONS t: 6.1 Department of Environmental Quality Engineering 6.1.1 Aquifer & Drainage Basin Information 6.1.2 Hazardous Waste Site Information 6.1.3 Incident Response J 4.2 Board of Health, Hyannis, MA 4.3 Fire Prevention Department, Hyannis, MA U TABLE OF CONTENTS (CONTINUED) 7.0 LABORATORY INVESTIGATIONS 7.1 Sampling Procedures 7.2 Sample Composition 7.3 Chemical Laboratory Testing 7.3 Ambient Air Analyses 8.0 FINDINGS 8.1 Volatile Organic Compounds 8.2 RCRA Metals 8:3 Oil and Grease 8.4 pH Analysis Analysis. 8.5 Infrared Spectrum Anal p y 8.6 Ambient Air Results 8.7 Summary of Chemical Findings 9.0 FINAL EVALUATION ATTACHMENTS Figure 1 - Site Location Plan Figure 2 - Boring Location Plan Appendix A - Site Photographs ' Appendix B Test Boring Log Appendix C - Observation Well Report Appendix D - Laboratory Test Results Appendix E - Infrared Spectrum Analysis Appendix F- Ambient Air Results t�; - H 37 Barnstable Rd. annis March 31, 1987 y Project No. 71401 MA Pagel of 19 1.0 GENERAL 1.1 Au thorization horization FBI In accordance with your approval dated February 10, 1987 of our Proposal tMA87.145.0, dated February 3, 1987, we have undertaken and completed an environmental site investigation for the property located at 37 Barnstable Road in Hyannis, Massachusetts. A Site Location Plan is included as Figure 1 to this report and Site Photographs are included in Appendix A.. 1.2 Purpose of Investigation The purpose of this investigation is to satisfy the requirements of Massachusetts General Law 21 E (M.G.L. 21 E) .for the mortgagor, lender and title insurance company for the above referenced site. A site investigation was performed to determine . whether oil or hazardous materials are present on or beneath.the site. 1°a 1.3 Scope of Work The following services were performed to accomplish the required task: a. Collected and reviewed the available data and formulated a site exploration program. b. Drilled one (1) drive sample test boring within the, site area and provided full-time field inspection by our Geotechnicat'Engi nee r. c. Collected soil samples in the field.for laboratory testing. Verified field classifications of all soil samples to determine the soil properties within the site area. d. Installed one (1) observation well .in the borehole for the purpose of : obtaining water samples and recording groundwater levels. e. Tested soil samples in the laboratory using the MIRAN 1 B Portable Ambient Air Analyzer and in the field using an Organic Vapor Meter (OVM). f. Performed laboratory tests on one (1) composite soil sample and one (1) individual water sample. The samples were analyzed to determine the concentrations of heavy metals, volatile organic compounds, oil and grease and pH. 37 Barnstable Rd.- Hyannis March 31, 1987 x Project No. 71401 MA Page 2 of 19 9. Evaluated all the laboratory test results relative to the above referenced compounds. h. Researched the site history and abutting properties with the Town and State agencies to evaluate .the past and present environmental site conditions. i. Submitted this report of our findings, conclusions, and recommendations. Kam' t# L I 1 ' 37 Barnstable Rd. -Hyannis March 31, 1987 Project No. 71401 MA Page 3 of 19 ! 2.0 SITE DESCRIPTION �,.,. 2.1 Loca tion The site is located on Parcel 327-13 in Hyannis, Massachusetts and is shown on Figure 1 and Figure 2 of this report, the Site Location Plan and Lot Location Plan. 2.2 Surficial Characteristics The site area is approximately 0.13 acres in size,, with 100 feet of frontage along Barnstable Road and 65 feet along North Street. The parcel consists of a one story building presently vacant. The remainder of the site consists of an asphalt paved parking area and a grassed area along the building to the north. The one story building has 964 sq. ft. of living area and is of brick construction. The building is presently heated by oil and has a 250 gallon above ground fuel oil tank �.. located outside the building along the northern face. The building is also supplied by town water and sewer systems. et The site has a rather flat topography and is at an elevation approximately 25 feet above sea level. The land. surface slopes gently down to the east towards a small valley which trends southward along Center Street to the Hyannis Inner Harbor. 2.3 Vegetation. The existing vegetation on the site although sparse, consists mainly of small scale deciduous flora. All vegetation is in good condition showing no signs of environmental stress. 2.4 Abutting Properties erties ' 1. Parcel3 9 27-12 is .located along the northern border of the property, is 0.12 acres in size and is a residential property. The present owner is Elsie M. ' Smith. 2. Parcel3271 g- 4 is located along the western border of the property, is 0.18 t _- acres in size and is a residential property. The present owner is Allen H. Davis. ' property 3. Barnstable Road abuts the to the east. 4. North .Street abuts the property to the south. 37 Barnstable Rd. - Hyannis March 31, 1987 Project No. 71401 MA Page 4 of 19 ' 3.0 FIELD INVESTIGATIONS 3.1 Test Boring The subsurface conditions at the site were explored by drilling one (1) drive sample ' test boring to a maximum depth of 22 feet below the existing grade. The test boring was drilled by Briggs Associates, Inc. on February 23, 1987 in accordance with ASTM D1586, "Penetration Test and Split-Barrel Sampling of Soils". Standard Penetration Tests (SPT) were performed at depth intervals shown on the boring log. J Soil samples obtained from the test borings were classified by visual and texural examination in accordance with the Unified Classification System. These classifications were later confirmed in our Rockland, Massachusetts Laboratory and a final boring log was prepared. The Test Boring Log is included in Appendix B and . the boring locations are shown on the Boring Location Plan, which is Figure 2.to this report. 3.2 Observation Well � . An observation well was installed in the completed borehole. The well was installed to a depth of 22 feet below existing grade. The observation well consists of a 10 foot section of slotted Schedule 40 polyvinyl chloride (PVC) pipe, threaded to 12 feet of 4'= PVC riser pipe. Following the installation of the wellpoint, clean silica sand was placed around the wellpoint and bentonite pellets were placed above the sand. The annular space between the riser pipe and borehole wall was then backfilled with silica sand. A cast iron gate box with a locking cap was installed as a protective cover to the well. The installation report for the observation wen is included in Appendix C of this report. 154 3.3 Verifying Existing Condition of Underground Fuel Storage Tanks 04 Since there was no conclusive record of the existing underground fuel storage tanks on the'property, Zecco, Inc. of Northboro conducted probe tests on the two known ' xistin tanks onsite. It had been believed that these tanks had been previously FN e g filled with sand or other material. From the testing by Zecco it was found that these tanks had not been filled. It was also determined that these tanks are not gasoline s but one underground waste oil tank and one underground fuel oil tank storage tank g each of a capacity of an estimated 550 gallons or larger. This testing was performed ' in the presence of Deputy Mason of the Hyannis Fire Prevention Department. It was determined by Deputy Mason that both of these tanks should be removed. March 31, 1987 37 Barnstable Rd.-Hyannis Page 5 of 19 - Project No. 71401 MA t 3.4 Underground Fuel Storage Tank Removal Excavation and removal of the tanks were performed on March 30, 1987 by Zecco, Inc. of Northboro, Massachusetts. A total of two (2) tanks were removed from the site. Each tank -was cleaned and removed with subsequent disposal by Zecco. The. following is a Gist of tanks and their respective capacities: BER N—�-- OF TANKS PRODUCT CAPACITY 1 Fuel Oil 750 gallons 1 Waste Oil 750 gallons A total of approximately 100 gallons of product was pumped from .the tanks and F removed by Zecco, Inc. - - Tank removal operations and the soil conditions in the immediate tank area were inspected by Briggs Associates, Inc. under the supervision of Kevin J..Kavanaugh, Geotechnical Engineer. There were no signs.of any Leakage to the surrounding soil, all tanks were slightly corroded but remained intact during removal. The soil was not stained and no odors were present during the removal operations. =' Theinsitu- and excavated soil around each tank was analyzed using a Portable Organic Vapor Meter to determine if the soil had been contaminated by gasoline or petroleum products. This system employs a photoionization detector to measure ' relative levels of volatile hydrocarbons; referenced to a benzene standard. The n analysis is qualitative and intended to .be a relative indicator of-the presence of possible contamination. The results of the OVM analysis indicated readings of minor concentrations in all of the samples. The maximum concentration of total hydrocarbons was 1.3 ppm, Therefore, this material can be classified as not contaminated and does not pose any environmental concern to the site. =. Eli _—=- Barnstable Rd.- Hyannis March 31, 1987 37 y Page 6 of 19 Project No. 71401 MA t ' 4.0 SITE CONDITIONS a 4.1 Surface Conditions A surficial examination of the site and abutting properties was. made by Kevin J. Kavanaugh, Geotechnical Engineer of Briggs Associates, Inc. on February 23 and March 18, 1987. '~ vacant building, paved parking area and grassed The site contains a one story 9 areas. There are no signs, of any surface spills of oil or petroleum products on the property. A visual inspection of the above ground fuel oil tank showed no evidence of leakage. Abutting properties consist of residential and small businesses. None of the above properties showed signs of surface spills of.oil or petroleum products, illicit or illegal hazardous waste activites. -" There are no noxious or chemical odors on the site or the abutting properties as of ~ the date of the site visit. Photographs of the site were taken on March 19, 1987 and are included in Appendix A to this report. 4.2 Subsurface Conditions Our knowledge of the subsurface conditions is based on the results obtained from the field investigations described in Section 3.0. The following subsurface strata �= were encountered during the test boring operations: a. ASPHALT PAVEMENT: was encountered at the surface in boring B-1. The pavement was 2 to 3 inches in thickness. b. SILTY SA ND. M : was encountered underlying the asphalt pavement in boring B-1. The sand was a widely graded, medium dense, brown, medium to fine sand, mostly fine, trace gravel, with 15-20% nonplastic fines. The depth of this layer was approximately t 5.0 feet. - was encountered underlying the silty sand C. SAND (SP SMl described above. This layer was a brown, poorly graded very ' dense, medium to fine sand, with 5-10% nonplastic fines. This layer Ell extended from the bottom of the silty sand layer to a depth of 15 feet. below existing grade. , 3 Rd.-,Hyannis March 31, 1987 .37 Barnstable y Page 7 of 19 Project No. 71401 MA ,.: - encountered underlying the sand described d. SAND (SP SMI. was Y above. This layer was a brown, poorly graded dense to very dense, coarse to fine sand, with 5-10% nonplastic fines. This layer extended from'-the bottom of the silty sand fill to the maximum depth of the boring at a depth of 22 feet. There was no evidence of staining or noxious odors .found in any.of the soils is underlying the site during drilling and sampling operations. 4.3 Groundwater l Groundwater readings were obtained in observation well (OW-1) on February 23, 1987. The groundwater level was found to be approximately 21 feet below existing . _ g rade': Groundwater levels may be affected by local anomalous conditions and may be �- dependent on seasonal factors; thus they may not represent the level to be encountered in. the future. i �a w` i March 31, 1987 37 Barnstable Rd..- Hyannis Page 8 of 19 Project No. 71401 MA 5.0 HISTORY 5.1 Town History 1:y Hyannis is one of several villages in the Town of Barnstable. Hyannis derived its name from the Indian Sachem lyanough, whose land this was formerly. Hyannis.is that part of Town lying on the south section know ra s "South Se in 1639.a".Its first rNicholas house was built around 1700, and the Town was incorpo Davis, the first business man of Hyannis, as well as its first settler, commenced the migration from the north side of Barnstable to the South Sea in 1666. 1800 was near) 3,000, divided.approximately two �; The Town s population inY on the north side and one-third on the south side. Early in the 19th century, the maritime fortunes of Hyannis rose rapidly. With construction of a breakwater at r Hyannis Port, the Harbor became one, of the.principal ports of call for coasters and packets sailing the North Atlantic between Boston and New York. The town has steadily grown from a population of 2,380 in 1920 to 9,410 in 1971 , and is far above this in 1986. With the steady increase in population, industry and business have also dramatically increased. Hyannis has two major business districts: downtown and the airport shopping center. Downtown extends for nearly a mile from the west end of Main Street to beyond Center Street to the east end. 3.2 Site History ko The building onsite is presently vacant. The former tenant was,Tender Time, a children's clothing and specialty store. . Other tenants of the past 40 years have included a sign factory in 1983 `a repair garage in 1983 and a gasoline station in the early 1950's. The building was erected in 1940. The ownership of the site since 1983, as recorded in the Town of Hyannis Assessor's Office, is Verne G. and Jean C. Norman. Prior ownership is listed below as recorded at the Registry of Deeds in Barnstable, Massachusetts: Owner Dates Harold and Carol Konner 1971-1972 -; 1936-1971 Cape Cod Leisure March 31, 1987 37 Barnstable Rd. -Hyannis Page 9 of 19 Project No. 71401 MA 6.0 RESEARCH INVESTIGATIONS Engineering 6.1 Department of Environmental Quality En g g 6.1.1 Aquifer & Drainage Basin Information Information gathered from the Lakeville Regional Office of the Department of Environmental Quality Engineering. (DEQE) indicates that there are several Town wells in the area. The following is a list of wells within a mile radius of the site: • Well 41A-020-308A, approximately one-half mile from the site. Well -41A-020-306A, approximately three-quarters of a mile from the site. Well 41 A- 20-307A approximately three-quarters of a mile from the • 0 , pP site. Well 41 A-020-209 A, a USGS-verified well approximately three L, quarters of a mile from the site. Well 41 A-020-210A, a USGS=verified well approximately three quarters of a mile from the site. '> Well 41 A-020-211 A, a USGS-verified well approximately three quarters of a mile from the site. The site is outside of the zone of recharge for the town wells according to the Barnstable Overlay by the Cape Cod Planning and Economic Development Commission. .2 Hazardous Waste Site Information Records collected from the DEOE show no hazardous waste sites within the site . area. The Waste Sources Overlay show the following as waste sources within a U mile of 37 Barnstable Road property: Fi le 400-020-0455, a.(.Non-Site) surface impoundment identified by the E.P.I.C. as a potential waste impoundment, but proved by later KIP field checking not to be a threat to water quality. f "3 7 Barnstable Rd. -Hyannis March 31, 1987 3 Page 10 of 19 Project No. 71401 MA • File 43A-020-001-D, a verified surface impoundment. • File 400-020-0705, a verified surface impoundment. tz 6.1.3 Incident Response Investigations by Briggs Associates, Inc. into the Lakeville DEQE files on March - 17, 1987 found no reference to any violations in conjunction with the 37 ` Barnstable Road property. Further investigation revealed that there was a presumed loss of approximately 1000 gallons of gasoline from an underground fuel storage tank at Warren Buick, Inc. located at 100 Barnstable Road in late November of 1984. The underground fuel storage tank is located on the Warren Buick property on the side street ly 800 feet.northeast of the propert Dynaflow Drive which is approximate y_._. _ Zecco, Inc. of Northboro, Massachusetts conducted the remedial actions required to determine the extent of contamination and the subsequent clean up. The tank was removed on December 7, 1985 by Zecco, Inc. and a number of observation wells were installed to determine the migration of the product through the groundwater. As of February, 1985, approximately 2000 gallons of product have been recovered from the site. There is a recovery well still in operation in the -area of ' the removed underground storage tank area. The water table gradient is relatively flat and most of the product remained in the area of the tank, with a slow flow southeast of the spill area. Therefore, the flow of contamination is .in a southeasterly direction away from the 37 Barnstable Road — site. ' = win the above reports and violations filed with the DEQE, we find no After reviewing p environmental reservations with any of these incidents with regard to the site, and they pose no environmental concerns to the site. 6.2 Board of Health, Dennis, MA Mr. John Kelley of the Hyannis Board of Health. indicated to Briggs Associates, Inc. on March 4, 1987 that there are no present concerns of environmental health hazards for the site area recorded at his office. ..,, According to Mr. Kelley, there were no problems associated with any of the abutting properties although he did mention the previously noted gasoline leak at Warren Buick at 100 Barnstable Road. d. -H annis March 31, 1987 37 Barnstable R y Page 11 of 19 Project No. 71401 MA 6.3 Fire Prevention Department, Dennis, MA A meeting between Deputy Chief Lester Mason of the Hyannis Fire Prevention Department and Briggs Associates, Inc. on March 4, 1987 disclosed that there are g a� under round fuel storage tanks located on the property. According to Deputy two Mason there is no record of these tanks filed at his office. The age of these tanks are not known but according to an estimate by Deputy Mason the tanks were probably ' installed In the 1950's. After probe testing of the underground fuel storage tanks by Zecco, Inc. it was decided by Deputy Mason that these tanks should be removed under Section 9.21 , paragraph 2 of the Fire Prevention Regulations. Further discussions with Deputy Mason revealed that there are underground fuel storage tanks located at the following locations in the site area: • Suroco.Gasoline Station located at 91 Barnstable Road has permits for five (5) underground fuel storage tanks on their property. The gasoline tanks and waste oil tanks were installed in 1981 with the fuel oil tank having no record of installation. These tanks are located approximately 1000 feet from the site. The following is a list.of tank product and capacities: Number fp Tank apacity Product 1 100 gallon(not used) No. 2 Fuel Oil 3 4000 gallon Gasoline 1 Unknown .-*aste Oil • Acme Glass Company (formerly the Citgo gasoline service station) had three (3) underground fuel storage tanks removed in August. 1987. The following is a list of tank fuel types and their respective capacities: Ir NumberPr du f Tanks Qapaci t500 Gallon Gasoline ..: 1 1 4000 gallon Gasoline 1 500 Gallon Waste Oil ip� . ' March 31, 1987 37 Barnstable Rd. - Hyannis Page 12of 19 Project No.71401 MA Further conversations with Deputy Mason revealed that there may be underground tanks located across the street at the old Fire Station , the current location of Hogan Insurance Company. Deputy Mason stated that there have been no problems with abutting properties with regard to underground fuel storage tanks recorded at his office. <. L ' i . 37 Barnstable Rd.-Hyannis March 31, 1987Page 13of 19 Project No. 71401 MA 7.0 LABORATORY INVESTIGATIONS 7.1 Sampling Procedures All samples were obtained by Kevin J. Kavanaugh, Geotechnical Engineer of Briggs Associates, Inc. on February 23, 1987. The samples were brought to the Briggs Associates, Inc. Chemical Laboratory for testing within 12 hours, and were kept refrigerated during the transfer. Soil and water samples were taken in pre-washed jars. Eight ounce glass jars were used for soils samples. Water samples were obtained and stored in 250 ml plastic jars for RCRA metal analyses, 1 liter glass jars 4Y for oil and grease analyses, and-40 ml teflon septum capped vials for volatile.organic compound analyses. Soil samples were obtained during the drilling operations at approximately 5 foot depth intervals. The samples were placed in jars and capped immediately to prevent any loss of organic compounds or oxidation. - Water samples were obtained from the observation wells after the purged three was three times and allowed to stabilize. After the water. level stabilized, a bailing process was used to obtain water samples for laboratory testing. Before sampling ..-: the water, the bailer was cleaned with a three. step process utilizing an alcohol bath and distilled water. Water samples for volatile organic compound analyses were f any volatiles and the sample was inverted capped immediately to prevent escape o to make certain that no air bubbles were present. ka 7.2 Sample Composition the site during our drilling operations were Soil and water samples obtained from assigned sample numbers for testing. The individual soil samples from each test boring were combined to form composite soil samples. The following is a list of sam le numbers and their respective sample composition: P Sample Number . ample Tyke Source of Sample 5239 Water 0W-1 F" 5223 Soil B-1 --------------- 31, 37 Barnstable Rd. - Hyannis March 4o 1987 Project No. 71401 MA Page 14of 19 �. 7.3 Chemical Laboratory Testing The results of the analytical testing are reported in Appendix D of this report. Yles I Samples were analyzed in the laboratory by the following procedural methods: I a. Metals in Soil: EP extraction procedure given in the Hazardous Waste and Consolidate Permit Regulations, Federal Register 45 (98).33 127:33128 EPA., 1979. b. Metals in water: Methods for Chemical Analysis of Water and Waste 600/4-82-055, and Federal Register 45 (98):33127-33128 EPA, 1979. c. Volatile Organic Compounds: EPA Method 624, 1982 and EPA 600/4-82-057. d. Oil and Grease: Method 413.1 in Federal Register 45 stated above. A solvent extraction is used to collect the material with subsequent weighing. e. j2H: Electrode method for acid/.base determination. f. Infrared Scan: An infrared scan was performed on the solvent extraction from Method 413.1 to obtain its frequency spectrum to aid in the identification process of the substance. 7.4 Ambient Air Analyses The MIRAN 1 B Portable Ambient Air Analyzer was used to detect total hydrocarbons _ and petroleum distillates from soil samples from the test boring operations. Soil samples were obtained during the drilling operations at 5 foot depth intervals. The 4 samples were immediately placed in jars and capped to prevent any loss of volatile organic compounds. All samples were obtained under the supervision of Kevin J. Kavanaugh, Geotechnical Engineer for Briggs Associates, Inc. Glass bottles were all pre-washed and rinsed prior to sampling. Eight ounce jars were used for soil samples. The results of the analytical air testing are reported in Appendix F of this report. Samples were analyzed y nal zed b infrared analysis in the laboratory for test boring B-1. � Zests were conducted in accordance with the protocols given in Appendix F, developed by the National Institute of Occupational Safety and Health (NIOSH). �d 37 Barnstable Rd.-Hyannis March 31, 1987Page 15of 19 Project No. 71401 MA Miran 1 B The air samples were taken with a direct reading MIRAN 1 B Portable Ambient Air Analyzer. The MIRAN 1 B is a portable, microprocessor controlled single beam spectrometer used to measure concentrations of gases or vapors in ambient air. Infrared energy is emitted from . a nichrome wire source through a light pipe assembly. The light is then directed to the filter wheel that allows energy ,at the rselected wavelength to pass through into the gas cell. The sample is drawn into a cell by the integral pump at a rate of 25 to 30 liters per minute (lozeriges). .The sample absorbs infrared energy from the beam,. and the amount of absorption is measured by the detector, amplified and converted to amou P � concentration units by the electronics, and transmitted to the display. The amount of infrared radiation absorbed by a sample is directly related to the concentration of the in to Beer's Law (A=axbxc) where A is absorbance, a is the sample according i absorbtivity constant, b is the pathlength, and c is the concentration. The MIRAN 1 B also incorporates a curve adjustment term to correct for any deviations from Beer's Law. .. _ Organic Vapor M er The air samples in the field were taken with a direct reading Thermo Electron tOrganic Vapor Meter/Gas Chromatogaphy (OVM/GC) Model 590 in the Organic Q Vapor Monitor (OVM) phase. Continuous sampling of, ambient air, at a rate of approximately 500 ml/min., is. accomplished by a positive displacement pump. Detection occurs as the sample is drawn through a high energy, ultraviolet Photo-ionization Detector (PID) to ionize a smell portion of the introduced sample. The .instrument is equipped with a krypton lamp with an ionizing energy of 10.00 eV which,will detect most organic compounds with an ionization potential of less than he absor tion-'of a high energy � 10.00 eV. The process of ionization is initiated by t p photon by a molecule of the sample vapor in the ionization chamber. If the molecule's ionization potential is equal to or less than the photon energy (hv), a positive ion and an electron is formed. R + by --> R+ + e- Ion formation occurs in the electrical field between the collector electrode and the jet in the ionization chamber of the detector. Ions and electrons that reach the electrodes contribute to, a small ionization current that is measured with the electrometer of the instrument. The_amount_Q�ions that reach the electrode will be proportional to the concentration of the ionizable molecules within the linear range of the detector. The detector -out which can be set on two ranges 0-200 response is displayed on the digital read and 0-2000 ppm with a resolution of 0.1 parts per million. I Rd. Hyannis March 31, 1987 37 Barnstable - Page 16of 19 Project No. 71401 MA Sampling environmental air can be accomplished with the Thermo Electron OVM/GC in the OVM mode by ( )1 direct sample, (2) bag sample collection, or (3) charcoal tube collection. Bag sample collection and charcoal tube collection allow quantitation of the sample to determine individual components and sampling protocol. L LZ t f -Hyannis March 31, 1987 37 Barnstable Rd. Page 17 of 19 Project No. 71401 MA ' 8.0 FINDINGS The results of the chemical testing of the samples referenced in Section 7.2 are "x included as Appendix D of this report. The following is a summary of the laboratory test results. 8.1 Volatile Organic Compounds z Composite soil sample 5223 showed no detectable.levels of any volatile organic. compounds. Tetrarnethyl hexane was present at a trace level. This compound is in the chain of fuel oil product.: Water sample 5239 showed no detectable.levels of any volatile organic compounds. 8.2 RCRA Metals -.- The Ep Toxicity levels of composite soil sample. 5223 had levels of .RCRA_ Meta i levels within acceptable limits: The EP Toxicity levels of water sample 5239 had levels of RCRA Metal levels within acceptable limits for effluent and groundwater. 8.3 Oil and Grease n Composite soil sample 5223 had levels of oil and grease of 403.3'mg/liter which is within acceptable limits. A level of 1.6 mg/liter was detected in water sample 5239 . This level is within the maximum acceptable (15.0 mg/liter) criteria for effluent into groundwater. 8.4 pH Analysis `s t: Analysis for pH was performed on water sample 5239 and soil sample 5223. The results indicate that there is rzo significant difference between the tested samples. U Refer to Appendix D for test results. E �T Hyannis March 31, 1987 37 Barnstable Rd.-Hya Page 18 of 19 Project.No. 71401 MA t '.: 8.5 Infrared Spectrum Analysis Infrared spectrum analysis of the soil sample 5223 (See Appendix E) shows the wave length to be consistent with that of that of a fuel oil with a trace of detergent. z; Natural oil concentration in the soil usually range between 0 mg/kg to 150 mg/kg, although they may be higher in organic soils. 8.6 Ambient Air Results g p Soil samples obtained from the drilling operation were individually tested by the :> ----- ---MtR/kN 1-B—Portabl-e--A-n-rbre-nt A+FAnaEyz4r-fo-rAotal=hyd-roca-r-boon-s4as—rvo-na-RWan-d petroleum distillates (as octane). The results are provided in Appendix F of this report. La Soil samples obtained from the field operations involving the removal of the underground fuel storage tanks were tested by the .Thermo Electron Organic Vapor. Meter (OVM) 'Model 580 for organic vapors and total hydrocarbons. Only minor concentrations were encountered in any of the samples. The maximum concentration of total hydrocarbons was 1.4 ppm, neither of which is significant nor cause for concern. A complete tabulation of the results are provided in Appendix F. 8.7 Summary of Chemical Findings The level set as an acceptable criteria for oil and grease of effluent into groundwater is 15 mg/I . The.level received from OW-1 is acceptable for these criteria. r_ There is no specific criteria set.for oil and grease in soil and each-,site is evaluated based .on its individual circumstances. It has been common practice at Briggs Associates, Inc., based on past experience with.the DEQE, to consider soil with an oil �- and grease content of greater than 1000 mg/kg as unacceptable. Therefore levels of 403.3 mg/kg received are within accepted criteria. All other test results for Volatile Organic Compounds and RCRA Metals are within established acceptable levels and do not pose an environmental concern to the site. ;4 . �{ 37 Barnstable Rd.-Hyannis March 31, 1987 Project No. 71401 MA Page 19of 19 9.0 FINAL EVALUATION From our research we find no reference to hazardous contamination on the site with the Hyannis Board of Health, Fire Prevention Department, Town Clerk's Office, and the DEQE, Lakeville Office: All adjacent properties were also free of any environmental restrictions from the above mentioned agencies. Our subsurface investigation and chemical analysis showed levels of volatile organic '. compounds and RCRA metals to be within acceptable limits. Limits for oil and grease in the soil and water were also within acceptable limits. Two (2) underground storage tanks were removed from the property on ,March 30, 1987 by Zecco, Inc. The tank removals were under the inspection of Deputy Lester Mason of the Hyannis Fire Prevention Department. There was no evidence of hazardous waste contamination from these tanks based on analytical test results ' performed on.the in-situ and excavated soil There appears to be no illicit or.unusual activities occurring at the site or.beneath the surface of the site. All factors indicate that the site is "environmentally acceptable". The views and opinions expressed in this text are based upon professional expertise; no other warranty or guarantee is implied.herein. .y CF_ 'i p tom. _ -- ATTACHMENTS �z Y '2�T•nt:;h t 6r':?I '- _ •_'\ ! �3mcg"OUndS .t•:: ,: P Ga-c Pond,• i1.1ael T P I P�.. 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I Sr �i't J� ::Memorial J I (J i - t,•.r .i+.��i .. ^ ,\•I IJ� " 1.i 57- �I71 Park. \ € , �'' �ILJI ,�,.• th` ' �, ��: I`L E W I S-' B A' �1��_�:I• r �is it r N �0 1 Wrt S p;., i � , •u i\� 6�flM ` .-. )� �.J� 4 1 11.,!\. ,6;�� F::6:.; �. ., sFiddle Head:.. SITE LOCATION PLAN if Road 37 Barnstable 8 ; � . j.j�� _ ocEa P� t 4 to�.a e. cn P0� f '�e a 1BRIGGS Q 1 / r4~• q 400 MI 3—,11xi1.r d.MA 02370—T.I..hom(61 7)8714040 + ���� I 7 i u01 MA o iunset '~%i_,NGC_ > t." Hilt �` : ,tz HY DR. BY: KJK SCALE: --"'-' PROJ. NO. CK'D BY: RUBDATE: 3/2/87 FIG. NO. 1 Y c 1: N 1.z Lot A 00 ti Bc�r�RD 1 stork• a a r a T ' Lot D f 1 ` ij1 iTi`IL .Y�iI�}J �,�i.Vl�1\T, l i - l•' i d - - � . - ow- L 77 ROAD or,l. 1 E3AF?NS LEGEND B- 1 - TEST BORING BORING LOCATION PLAN ow— 1 37 Bamstabie Roar) OBSERVATION WELL Hyannis,Massachusetts 1 BRIGGS ASSOCIATES, INC. 400 ]fjNG{AM STREET UNDERGROUND FUEL ROMAND, MA. 02370 1Am STORAGE TANK FILL DR.BY: KJK SCALE: NONE PROJECT NO.:71401MA LOCATION CK'D BY: RWB DATE: 3111187 FIG.NO. 2 .Sfrn4��'s'.\�-'fit _- - _ - • ;_i�� ;. •'1i� h ... _ t _ y I _rs :a,..�s i..... -'"� ! .: �.� i ♦ :..� .rt� „a i., r c te • i.. �X i. �, i£-sa,' If of �I V A �.,K i • er�t�ti _ T .� _ �; � fit, � i • i _ it - v • i a �.:�-•+� '_� -�' 'l.�r.�s ��� fir. - -a ,1 a ? ..� �:= J� ON � �cy_a; �� �,�- -7+ `�„ �. ��L •�S :, C,r.. •+sip: .�`',Df;,��" b;4: "�►° `�:';,ti,Z ,� .kq`s %r'�:/;fir,. �t • O* w r 1 � a y � + r MA"R l�� � L� a. � a a �+ r'. T id rt��,�r�.� sa: Jt.ZSa q'i i"'a , •r�i i!r 'q ♦ sy '. 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' rc4t 4s`y;i Ems: VI '-y ♦� a.�- < Y T.,L S+cy�q'-tt�-y� a��i' `F-�rf'�`���_ai-:�, -.'i { 1 i - 9� •_ •f T tit�la.� a e •�* 4ti-'.y,1 +.x ��1•� Esi y, q:T• \j z �s'` - v " lt•,i�f �Yi,� `a- .,� ' �L - -� �- �C���-fig�s,�� Ly��.,��,^�+p R''1�. ; * f �sY` `.t.<ti� .��►i�A 3__ s,e,t ~.3'a, � i l !�'`€`ti q��S j.+''�� i''-•','r a+3�R r - a v.w�� _�a � a�. $'�' :_ L�*�-s x aeA.,j'Z`f, y t:T'' �s x `^ p}- '4 ' + •''E ).:y t a.: '- <�:.� 1_s - $ APPENDIX B ' TEST BORING LOGS till z I SHEET 1 OF 7 TOWN HYANNIS, MASS LOCATION see plan VERNE NORMAN ASSOCIATES HOLE.NO. 1, OW-1 PROJECT NAME LINE •STA. 71401MA PROJECT NO. OFFSET BRIGGS GROUNDWATER OBSERVATIONS CASING SAMPLER CORE EAR. SURFACE ELEV. SS DATESTART: 2-23-87 Type 2-23-87 At 21.0'ft. after 0 Hours Size I.D. 31 1.. 3/.8'1 DATE FINISH Hammer Wt. 3001b 1401b BIT BORING FOREMAN W. Souza At _ ft. after Hours INSPECTOR K. Kavanaugh Hammer Fall 24" 30„ LOCATION OF BORING: Casing Blows per6" Strata Field Identification of Soil. SAMPLE Blows Sample Type on Sampler Change Remarks (Ind. celor, Ion of wash water, Depth per Depths of From-To Sample From To seams in rode• alai No. Pen Rec. foot 0-6 6-12 12-18 18-24 Elw. 0.5' ASPHALT PAVEMENT 0.5-2.5 SS 23 8 7 7 SILTY SAND: iaidely .graded, n Q 3 medium to fine sand, mostly fine, trace gravel, 15-20% nonplastic fines, brown (SM) 5.0' 5.0-7.0 SS 30 1 45 44 50 SAND: poorly graded, medium 2 24 14". to fine sand, mostly fine, 5-10% nonplastic fines, brown (SP-SM) . SS 19 24 28 34 SAND: same as Sample # 2 4 11 (SP-SM) s _ 15.0' 15.0-17.0 SS 36 27 24 25 SAND: poorly graded, coarse 4 24 4" to fine sand, mostly medium to fine, 5-10% nonplastic fires, saturated, brown (SP-SM) kR BLOW COUNTS FOR CLAY BLOW COUNTS FOR GRANULAR MATERIAL < 2 Very Soft 9-15 Stiff < 4 Very Loose 31-50 Dense 2-4 Soft 16-30 Very Stiff 5-10 Loose ) 50 Very Dense 5-8 Medium ) .30 Hard 11-30 Medium Proportion used:. trace = 0 - 10% little = 10 - 20% some = 20 - 35% and = 3� - Sod SHEET 2 OF 2 HYANNIS, MA LOCATION see plan TOWN ASSOCIATES, HOLE No. B-1, as-1 VERI�TE Np . PROJECT NAME LINE •STA. 7140 1 M A PROJECT NO. OFFSET BRIGGIS �. CASING SAMPLER CORE EAR. SURFACE ELEV. _----- :. GROUNDWATER OBSERVATIONS SS DATE START: 2-23-87 Type �� " DATE FINISH 2-23-57 At 21.O1t. after Hours Size I.D. 3 ���tG�syz,— W. SO= 3S_ Olb — ®IT BORING FREMAN Hammer Wt. avanaugh r.- 24 3011INSPECTOR !C At __ ft. after Hours Hammer Fall i LOCATION OF BORING: i Blows per 6" Strata Field identification of Soil. SAMPLE Casing Sample Type on Sampler Chanpa. Ramwks(Ind, color, loss of wash water, Blows Depths of From To Depth seems In rock,etc.) No. Pen Rec. per From-To Sample foot 0-6 6 1.2 t 2- 18 16-24 Elev. 24 " SS 13 18 21 30 SAND: same as Sample #4 (SP-SM) Bottom of Boring, at 22.0' I i _ I L ; BLOW COUNTS FOR CLAY BLOW COUNTS FOR GRANULAR MATERI AL ( 2 Very Soft 9-15 Stiff < 4 Very Loose 3.1-50 Dense 2-4 Soft 1.6-30 Very Stiff 5-10 Loose > 50 Very Dense 5-8 Medium > 30 Hard 11-30 Med ' n Proportion used: trace = 0 - 10% little = 10 - 20% some = 20 - 35% and 35 - •50% 1 -" APPENDIX C OBSERVATION WELL REPORTS s �s 4:• j •- GROUNDWATER OBSERVATION WELL REPORT •- PROJECT VERVE NOR MAN ASSOCIATES PROJ. NO. 71401MA .- LOCATION xYANNIs MASSACHUSE FS WELL NO. CLIENT: VERNE NORMAN ASSOCIATES BORING NO. - ' BRIGGS ASSOCIAATES, INC. LOCATION see plan CONTRACTOR K. icAVANAUGx DRILLER: w. SOUZA INSPECTOR: INSTALLATION DATE: 2-23-87 SHEET 1 OF ?_ GATE BOX �:- N/A GROUND ELEVATION ' 211 611 THICKNESS OF SURFACE SEAL I Silica Sand/ - ...- �" TYPE OF SURFACE SEAL Bentonite Seal I 2.0" INSIDE DIA. OF RISER ' PIPE BENTONITE SEAL 1.0' 22.0 ' t BACKFILL AROUND Silica Sand 3.0' I WELLPOINT r; 12.0 DEPTH TO TOP OF WELL- POINT BELOW SURFACE 3" DIA. OF BOREHOLE TYPE OF WELLPOINT slotted PVC 14.0' �':' 0.01" 2.0" Inne -INSIDE DIA. OF WELLPOINT DEPTH TO BOTTv,.I OF 4` WELLPOINT BELOW SURFACE r` g 1 APPENDIX D ' LABORATORY TEST RESULTS w� � r r� �s LABORA'II.IRY I14FORIIATION BRIGGS ASSOCIATES LABORATORY 400 HINGHAIT STREET ROCKLAIdD, I1A 32370 DIRECTORi MAI.IAGER: A14DREY F. BELIVEAU LABORAW)PY CERTIFICATION STATUS Expires December 31, 1907 Mass ME Primary- Trace I'Ietals, Nitrate. Flouride, Residual Chlorine, Turbidity. Cnrrosivit. Sodium, Trihalometharies, Pesticides, Polychlorinated B ipheriy 1 s. Secondary: Iletals, Ifirierals, Demand, Nutrient. Uate of Report All the analyses in this report were performed in accordance TATith EPA protocols iir -ing accepted (,?A/(-)C procedures. Andrew F. Beli-,eau Laboratory Manager BRIG+JS AS:=��CIAILS, IriC. LAB��RAT�RY 400 HINGHAII ST. ROCKLUTD, LIA 02370 r 171 871- 040 :,.IQA O �STATED ENT All samples received by this laboratory are lagged in only after proper chain of custody information is received by the lab personnel from the field sampling personnel or the client delivery person. Chain of custody documents are kept with the ' laboratory data sheets until such time as the data sheets become part of the permanenet project file. Samples are kept for one month if until protocol permits or until the client deems they are no longer needed. Hazardous samples are either returned to the.. client with chain of custody documentation or disposed of by a licensed disposal firm: All the data included in this report was produced by procedures described In "Standard Methods for Examination of 1sTater and Waste ,Tater" or EPA approved methodology. All raw data was collected and placed in individual analysts' notebooks before being - "erred to final data sheets and subsequently onto final report. transferred_ f orms. Each individual analytical instrument is standardized with standard chemicals traceable to the Nlationa.l Bureau of Standards. Standards are run at the commencement of each individual parameter rim and of ter each set of six samples and at the end of each run. Ili the case of the Gas Chromatograph//lass Spectrometer, the instrument is autotuned prior to running any sample or standard. Tt- auItotunlnQ must tall within specified limits before any analysis may proceed. Each chemical identified b_: the ma-s spectrometer during a run is quantified only after the appropriate ' standards: All sample results are calculated using linear regression least square approximation) standard calibration lines- or curves All sample data is checked by the designated QA/QC person and further checked by the laboratory manager before being distributed for publication. t_7 WATER CONCENTRATION OF METALS t_ B21GGS PROJECT NAME: VERNE NORM SAMPLE TYPE: - WATER BRIGGS PROJECT #: 71401 SAMPLE LOCATION: OW-1 BRIGGS SAMPLE #: 5239 SAMPLING DATE: 2t26l87 DATE OF ANALYSIS: 3:12-2:;!87 CONSTITUENT RESULT DETECTION LIMIT LIMITS CRITERIA Arsenic <O. 01 . mg/1 01 ma/l 0. 05 mgll Barium <0.05 mg/l 0. 05 mg:1 1.0 mg/1 Cadmium 0. CIO t, mg i 1 0. F 11 mg l l 0. 01 Mg/1 Ehromium <O. Oi mall 0. 01 mg/1 0. 05 mgll Lead 0. 09 mgll O. 02 :mgi1 0. 05 mg/l rY Mercury <0. 10 ;ugll 00. 1 jig!1 2. 0. ugl1 Selenium 0. 008 mgll . 01 mgll 0. 01 jnQ11 Silver �0. 01 mgll U1 mgll 0:05 mg/1 314 CUR 5.10, 314 CHP 6.06 Divi=ion of Water Pollution Control BRIGGS ASSOCIATES, INC- LABORATORY 400 HINGHAN ST- �__ ROCKLM, MA 02370 (617) 871-6040 VOLATILE ORGANIC Ck-EMICALS EPA METHOD 624 ' BRIG+JS PROJECT ME: VERNE NORUN BRIGGS PROJECT #: 71401 SIMPLE TYPE: WATER SAMPLE LOCATION: ON-1 BRIGGS. SAMPLE #: 5239 SAIIPLE DATE: 2/26/87 c1 DATE OF ANALYSIS: 3/16/87 ' CONCENTRATION: Ftg/1 (ppb) Acrolein MD 1,3-Dichloroproperie ND AcrYlonitrile ND EtIfilben zene HD Benzene I4D Methylene Chloride I°ili Carbontetrachloride ND Ilethll Chloride NEI Chlorobenzene 1M Methyl Bromide ND 1,1-Di chloroethane Ins Bromof orm ND -" 1,2-D i chi o r o e thane IdD Bromod1 chi oromethane ND 1,1,1-Tr i chi oroetrr-ane Trich-1 rof luoromethane iIF 1,1,2'-Trichloroethane I]Ii Dichlorodit luoromethane NMI 1,1,2,2-Tetrachloroethane M) Dibromochloromethane ND Chloroethane ND Tetrachloroeth lene r� _ 2-C hloroettl l vinyl ether ND Toluene ND Chloroform 1111) Trichloroeth.,lene ND 1,1-Di chi oroeth.;lene ND Vinyl Chloride i, -trun -Di chi oroet'rrf1.eneNT, bie (Chloromethvi) ether ND 1,2-Dichloropropane ND _ - - _.. Some of the higher molecular weight hydrocarbon preJent �ucri as eht 1-methyl benzene, z1 lenes, etc. DETECTION LIMIT 1 ug'1 till * U. S. EPA. 1922. nethods for Orerdnic Chemical Analysis of Hunicipal and Industrial Wa=t.e:rater EPA 600/4-82-017. EPAMI L,Cincinnati, OH. ** Concentrations betveelL 1 and 10 times the detection limit are considered trade levels (TR). Not Detected BRIGGS ASSOCIATES, IRC LABORATORY 400 HIMGHAti ST. ROCKLAND, 11A 02370 (617) 871-6040 1 F PH and OIL AND GREASE ANALYSIS Briggs Project Name- VERNE NOMAN Briggs Project 71401 '. Briggs Sample 0: As Noted Sample Date: 2/25-2/26/67 Date Of Analysis. As Noted y Sample Type: As Noted Parameter Sample Type Result PH (2/25/87) 52,31 A 'CATER 6.34 PH (2/27/87) 5231 B SOIL 6.81 OIL AND GREASE 42/26/87) 5231 A WATER 1.6 MG/L Y � k,31 OIL AND GREASE (3r'2/8 7 523.1 B SOIL 403.3 MG/KG G 2Oo w+�l k2r 2©,voC? EP `P')XICI7 CONCE172ATION GF METALS BRIGGS PROJECT NAME: VERNE HORNAN SAMPLE T'1 : SOIL BRIGGS PROJECT#: 71401 BRIGGS SAffLE#: 5223 SATTLE LOCATION: B1 (S1-S5) SA2IPLE DATE: !!2 3l 07 _ DATE OF ANALYSIS* 3!9/-23187 CONSTITUENT RESULT DETECTION EP TOXICITY LIMIT LIMITSI CRITERIA Arsenic <0. 01 mg/1 . 01 mgll 5. 0 mal-1 Barium 0. 28 mgll 0. 05 mall 100. 0 mall Cadmium 0. 01 mgll 0. 01 mall 1. 0 mgll Chromium <0. 01 mgll 0. 01 mgll 5. 0 mail Lead 0. 04 mail 0. 02 mg/l 5. 0 mgll Mercury <0. 10 }Igll 00. 1 jigll 200. 0 Agll Selenium 0. 01 mgll _.. 01 mail 11. 0 mgl l Silver r0. 01 mall 01 mgll 5: 0 mall = Federal Register- #40, Fart 261.24. BRIGGS ASSOCIATES. INC LABORATORY 400 HINGHAII ST. E ROCKLAND, la 02370 (617) 871-6040 0 09- tL8 (LT9 . 0LUO Yll "QIR€`I3Do i -is WMIMIH 00i Lauvaogvq DRI 'Salvio4Spav SEJIaf ' fy paIap-Ls ICJ-^_. a-IF qpm T_ ii�t4.oa-}ap '3rq-4 saomT-. OIL PUB `t ueemgaq �ipt}FAQ is mio�' tf+ p'a�.}� t�l^{,i ' a' =��i PTTOS bile vnilgA3 lo; =p { �y} +caZ dd3 -hO `T�F':i i��`ZSId31�t'd3 'LSi}-�}�-�{OQ Yd3 Ia4e-m8-43Fl Z�zI}=npil T - _ r i;i F:.� S - 71 _• j '=fi[y :]�lY'ii}„� .=ii 1lT �._l L3Ja�{�J •Jri� a -I= i iell l4 fi T 1 G it 4uacazd !3T au�1,� I jr q}a�'tzay 3's 51 bm �i y "i; IIIII'I NOI,I D L2al , d ou�cdozdozojgozcl-Z'j �= 7Itd zags j�_lauiuzuZ t ' t� QN auaj'u dozi;Itr ,t,.s-qua:i `L Q-1 YTzoTg�7 T1'izl, 0 au:yr:.T44@0z0TWI(I (IN aualjq•Iaozolgo1zy cud u�zo ozolg�! c a�zar�jiy ijld zdgjQ 1:7UTA j2:g4@0J0 jqD-Z Ili auajgtaozojgozay au'eg�auzolg�! (IN au�q auozojTgoouozgTq (Ili gT-T aozojuo z�ay-i`r:"I l (IN 0u-gqqauo10rLI;TPOz01goTcl ijjl au�q aozojgotzy_Z'j"I c oup41amoaonjzoIojq:�uy Qjd au-eggaozolqozz,L-j't`T au-QglaZozolgoTPOMO a �Ild auBq�auzojuozQ-G'j � Ti u�zo�ou�oza (Ild au��aozoZgoTQ-j"I >,� a auazuagozoluD (TN aptu�uz3 l�g� tI QN GN apzzolq:� I TgaII rj aplzojq,eza �uogz �, �I3d apTzoTgD auoj. gOall cItd auazua13 iTtd aua7uagll.T.dl3 (IN QITIITu0Tlz3V clld auadozdozolgotiI-�'I qu utalozo r zdd) b;I/bit XOTI T' .I.dda-DNOD L o i 9/£ idOIyMIEZa Jo lLyq Lo t c"Z t{ 3,LQ �idI'II�S Y7_Z S =cI30Zlilid 3'IdtIS S I cid TO TL ID2[ Odd SOOIdq ' 'IIOS .aaLL 3'IdLm, ,YRZIOX -Ud3A =ZIYII ,L*-')2f dd SSCIU b79 cIC'IU31I Yd3 S I JJItI I�! Dill Ddo 3iIyy'ioil wt : z �a SUMMARY OF ANALYTICAL METHODS CONSTITUENT METHOD REFERENCE METHOD DESCRIPTION Metals Water& ER Toxicity EPA, 197'03 (3) Instrument As Method 206.2 (1) AA; Ba Method '2 7 f 1' a _ Cd Method 200.7 (1) AAS Cr flethod '?00.? fl; A A S Pb Method 2:?9.2 4rl) AAS - Hg Method 245.1 �1 j AAS Se Method 270.2 il) AAS Ag Method 20U.7 tlt ASS "olatile WATER Purge & Trap Organic_ i_ornpoun�ds He?hod 624 k2') GasChrambtogrUphg Mass. Spectrometry *Staternent: ERA Method 624 analyzes all the same compounds as Method 601 and Method 60", '�;'01atile SOIL Purge & Trap, 0rgani .- Cornpo�uin,ds 1-1ethod u'-'40 C;as Cl�rarr�atograpl�u Mdss Spectrorr,etry' Oil rnd Crease r!ethod 41 Solvent Evtraction Determination Cravi metri r_: Po1yc}�iorin5ted 6iphenyls Method6�1n C}as Cl�roniatography I_I. _E,. ERA, 19;a. Iletl�od: for Chemical Anelysis of °�r,'ater end Waste. EPA 600'4-79-020. EPArEMSL, Cincinnati, Ohio. U.S. EPA. 1902. Methods f or Organi c Chr_mi cal Anal usi s of r1unicipai and Industrial E�-'aste-water. EPA RJFJ 4-0-05r, EPA!"Ef•1SL, Cincinnati, Ohio. r' U.S. EPA. 19;9. interim Methods for the Analysis of Elemental Priority Pollutants in Sludge. EPA/EMSL, Cincinnati. Ohio. !' A A S Atomic Absorption Spectrophotornetry 1 is 1 APPENDIX E INFRARED SPECTRUM ANALYSIS ta i� 1 �t "MEMONO. 007-1201 ._.. REMARKS S Q c�'3 ORIGIN �( !1 I PER KI N—ELM ER E�`� C�C.�-C C/\ Ll�! I reC: n PURITY LJ I WY (J �'C�GSC- SPECTRUM NO.. A SPEED NORMAL FAST I' O SLITS NORMAL WIDE SAMPLE 1 PHASEccwy CONCENTRATION D THICKNESS SAMPLE 2 c � DATE ) -pre cj_c,1.c� I� OPERATOR C-! k 1 rC FREQUENCY (CM'') 4000 3600 3200 2800 2400 2000 1800 1600 1400 1200 1000 800 600 0.0 0.1 col W0.2 , vlr Q O0.3 O N Q0.4 f 0.s 0.6 if 0.7 0.s 0.9 1.0 f �,� �00 9S f�tl,i7t 1;111tix'. ICI m Fn • V;(M T si:4 a }' '!''�l 1(. 1 16w r_:b _l APPENDIX F AMBIENT AIR RESULTS I� VERNE G. NORMAN ASSOCIATES, INC. ' 1266 FURNACE BROOK PKY. QUINCY, MA. 02169 ' PERIOD ENDIN -3" GROSS F.I.C.A. PEDER AL STATE WM/TAX WH/TA.K .........J $HAW.WALKER T FORM C8 70 '- EARNINGS DEDUCTION CODE: REGULAR S OTHER S TOTAL S , 3 G �0 W�f1V�WL:1IMJ��Ull��g WU`V'�L�L=.11JV�g IJ�It1U� �CS�U �. ----------- AMBIENT AIR RESULTS INFRARED ANALYSIS f Project Name: Verne Norman Associates, Inc. Briggs Project Number: 71401 MA Date Analyzed: 02/26/87 Analyst: Janis Smith = Certification: Joanne.M.Q. Buono, I.H. Concentration Sample Sample Total Petroleum Number Type bate Hydrocarbon Distillates ' Notes B-1/S-1 Soil 02/23/87 N.D. N.D. No Detectable Odor B-1/S-2 Soil 02/23/87 N.D. N.D. No Dectectable Odor B-1/S-3 Soil 02/23/87 N.D. N.D. No Dectectable Odor B-1/S-4 Soil 02/23/87 N.D. N.D. No Detectable Odor B-1/S-5 Soil 02/23/87 N.D. N.D. No Dectectable Odor _x * Analysis was performed with a MIRAN 1 B Portable Ambient Air Analyzer, manufactured by The Foxboro Company,for total hydrocarbons as Hexane (Detection Limit 0.1 ppm), petroleum distillates as Octane(Detection Limit 0.1 ppm), or other compounds as listed. ppm- parts per million N.D.- Not Detected BROOM b%MOCLUIES9 OHO. Q00 HOHCNMM 3THME 1J 9 HOC MAH09 H& @2 3700 AMBIENT AIR RESULTS PHOTOIONIZATION ANALYSIS �r Project Name: Verne Norman Associates, Inc. Location: Hkannis. MA Briggs Project Number: 71401 MA Date Analyzed: 03/31/87 Analyst: Maureen Raposa Certification: L 1, Jart� s S. Litrides, I.H. Concentration Sample Sample Total Number ape Date Hydrocarbons (ppm) Notes 0331-1 Soil Pile, Tank 1, 03/31/87 1.3 --- Oil Waste 0331-2 Soil Pile, Tank 1, 03/31/87 1.2 --- Oil Waste 0331-3 Soil Pile, Tank 1, 03/31/87 Oil Waste 0331-4 Soil Pile, Tank 1, 03/31/87 1.1 --- ' Oil Waste 0331-5 Soil Pile, Tank 1, 03/31/87 1.2 "- f� Oil Waste 0331-6 Soil Pile,Tank 1, 03/31/87 1.3 --- Oil Waste 5 Analysis was Performed with a Model 590 Organic Vapor Meter/Gas Chromatograph, manufactured by Thermo Electron Instruments. The OVM section measures total organic vapors as benzene(Detection Limit 0.1 ppm). ppm- parts per million N.D. - Not Detected I� ' _.• �?1�J0 W�l1V�WL=�IA%lJ c�J UWqq��lJ g�,7Wq��WL�/.�1UV�g (lUlll,�1 �S�tl QlaJll� 00 Il off° � AMBIENT AIR RESULTS PHOTOIONIZATION ANALYSIS S'c Project Name: Verne Norman Associates, Inc. Location: Hyannis, MA Briggs,Project Number: 71401 MA Date Analyzed: 03/31/87 Analyst: Maureen Raposa Certification: mes S. Litrides, I.H. ,y Concentration Sample Sample Total Number Type Date Hydrocarbons (ppm) Notes 0331-7 Soil From Pit 03/31/87 0.8 --- 0331-8. Soil From Pit 03/31/87 0.7 --- 0331-9 Soil From Pit 03/31/87 0.8 '-- 0331-10 Soil From Pit 03/31/87 1.0 --- 0331-11 Soil From Pit 03/31/87 0.9 ' 0331712 Soil From 03/31/87 1.0 --- Under Tank } Analysis was performed with a Model 590 Organic Vapor Meter/Gas Chromatograph, manufactured by Thermo Electron Instruments. The OVM section measures total organic vapors as benzene (Detection Limit 0.1 ppm). ppm-parts per million N.D.- Not Detected fflEnvironmental Data Resources, Inc. ' "Linking Technology with Tradition" Sanborn® Map Report ' Ship to: Ms. Beth Christensen Order Date: 7/1/2003 Completion Date: 7/7/2003 Inquiry#: 1005753.16S First Search Technology q rY ' 450 Washington Street P.O. #: - Dedham,MA 02026 Site Name: Europa Imports Address: 37 Barnstable Road ' Customer Project:- City/State: Hyannis, MA 02601 1012696EDR 781-320-3720 Cross Streets: NWC of Barnstable Rd/N. Street I ' Based on client-supplied information, fire insurance maps for the following years were identified 1901 - 1 -map 1906 - 1 -map ' 1912 - 1 -map 1919 - 1 -map ' 1924 - 1 -map 1932 - 1 -map 1949 - 1 -map ' 1965 - 1 -map ' Total Maps: 8 Limited Permission to Photocopy ' First Search Technology(the reseller)is not authorized to make any copies of the fire insurance maps accompanying this Report. 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LLC. 1 i. 4 1 O- wN G s.riyr ManrsPrt�wr✓ 4 ••LOj / q H m,�:y iP � J:cr r.IYrs'va- a - a D�S 1 - ®Soil D � � r 7 � r Z /t --- WAskyNS�aH,W -- -- _ 1 -- ----------------------- PFIZ •3vf '/r I! /t j I � N ® The Sanborn Library, LLC w .�i� _ e ThisSanbom®Map is a certified copy produced by - $ - ' Environmental Data,Resources,Inc.under arrangement with - r The Sanborn Library;LLC:Information on thisSanborn®Map is derived from Sanborn field surveys conducted in: �V g , Copyright© 1912. The Sanborn Library,LLC HNS. l�- .Year EDR Research Associate Reproduction inwhole or In part of any map of The Sanborn Library,LLC may be prohibited without prior --_ wdtten permission from The Sanborn Library,LLC. i 1 - - 1 1 - �' �, OGEAN s //9 IZ(r l21 - 29 2C 2S r 49 `L Ir DL•—.+-el a Hvm� r qq - Vsl ' 1, D r(b rir D 9 - k .tom 7711 z D � 7 I r / Sul \ ry \ 40, The Sanborn Library, LLC ° E This SanbornO Map.is a certified copy produced by D� Environmental Data Resources,Inc.under arrangement with . 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N .. � d19!•^• ® The Sanborn Library, LLC z . w e This Sanborn®Map is a certified copy produced by Environmental Data Resources-,Inc.under arrangement with p i ' The Sanborn Library,LLC.Information.on this Sanborn®Map is derived from Sanborn field surveys conducted in: Copyright© 1901 The Sanborn t i 1;,<ry,LLC HNS g L - - Year EDR Research Associate Reproduction in whole or in part of any map of The Sanborn Library,LLC may be prohibited without prior --_- — written permission from The Sanbom Library,LLC. t m� z � W..4Y: PON ��+,,� � , mayIMP- tftV r � � . Rx AN ggg lulp OF 17 211 .a� 3 F � � d ..' 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Vrv"gr ' y . v zr-<e'.. gig VEM7. a 44 t % a f' MM Mq affil We 7t ti a'aver�. .ra � �,�, � x �.,.F'�` a%�' � "� � •;,.�,�"�.R� � - .`�� - a����� � �'-�y"*. '�' �'F '-"�- � -.$�. s" •s� .5'w ..gig � � xi a v3. c c xz a � A r ARL y x. "Y �� � s :e. Ifit NE F �r PROM, w a } ra M � 101 Mi. M' 'e t W .- a 3hs. ..,'E a a2,� t •a.�� 61 WOR Am OR, Fc 1 s.J Wo `�'"�''�� �,,. •tii' "`:- g4Y.�i.'v' 02201 MIRM-11M�F" S- JUL. 2.2003 1:59PM BENNETT & OREILLY N0.581 P.2 3-20-2002 8 s F31 AM FROM HYANN I9 F I RE/RE9CUE 608 778 644,8 P. 1 HYANNIS N1RE DEPARTMENT 1 pS Mists SGiIOOL Rpao wtt Maio% 14YX1dNIS, MAW- GKWt 110SIN180', 775-13W. _.$ cum FAZ: 5OB-778-6449 -21 E SURVEY" INFORMATION SHEET DATE j/2, D 3 KGUEST INS � TW; � � � ' HONE. 1 NAME COMPANY : 1 ADDRESS: r REPRES . , S N - 1 TAME comp ' 1 ' 'AQDR ■ oc� a PROP TIE U ADDR r . . ADORE � - ' ADORES ADDRESS 1 'ADDRESS : .. 1 AuOKESS TOTAL. COST Sax pALYASLg To THE A019 FIRS DEPARMNT 1 _ ---- -. 07/02/2003 14:57 5087786448 HYANNIS FIRE PAGE 62 ' 2 1 SURVEYS; STREET ADDRESS OF PROP Ty BEING HONE:01NNER : 7-K o ADDRESS 1 1`fONE'� �7 OCCUPANT: ADDRESS ' PRESENT FLAMMABLE PERMITTED 5TORAGE AT PROPERTY; TANK PRODUCT LOCATION AGE CoN5TRUCTI6N 51 ZE (GAL) TANKS REMOVED FROM THE PROPERTY; TANK PRODUCT LOCATION 6N5TRUCTION DATE 51 ZE (GAL) REMOVED -0 az (r . G� ' ILLS I LEAKS AT THE PROPERTY: SP DATE: HATER 1 AL APPROX. 51 ZE OF RELEASc HYANNIS FORE PREVENTION BUREAU HYANNIS FIRE DEPARTMENT ' 95 NIGH SCHOOL Ro, EXT HYANNIS,MA 02601 — ' a • • UndergroundMori• - Tan s FIRE DFPT. f1RE DEFY. STATE USE ONLY craYtflc►titta 1 .Number Submit to: --.- - LOCAL FIRE DEPARTMENT Date received o -fz 9 . - urul Notification Is required by Federal chJenuar111 974 chat are n the ground a.of pipoilIc*s' l,:I-,Act 01 al96K O the Huiardofut.et.Iquid P1P0lI1Iv'Salct h Ara al l97q.tot ulted to:tore regulated substances sin Maya.1986,orthtltarebroughtintouseafterMay8.1996.TheInformationrequested whihi,,ulunr:nc,nPipeluwlacind ,'oflagIo0n,: i5t:uulay,. isrequiredbySectionW. 2oftheReauurcr('unwrvationandRecoveryAct,iRC•RA)• 6;`i mwtt�cr+tk�l�`;ttc'txa it"' II"�uionrsy,unls` ' as amended. 7.11d,u-lhrnugh Process tank,. The primarypurpo,col this notilicationprogiait,,..to locale Lind cNalu:leundcr• 8,li,luidtiap,I.,-iwociwedEathcnngIme.,dlrccillre•LtledIII'), ur@a�pruducliunand ground tusks that <uue or have stared petruleurn or h:tettrdtru, substance,• It i alluring operlluon,: expected thnt the information you prutidc will be bawl un reu:usably xu,iluble t� ,Ioragc rank, )ituancd in an undorgruu,nd uieu (such us a ba,emvnt. crlthe records.or,in the ahsenee of sueh.records.lour knowledEc,hulici,or recullecliun. mine o+'x;,tti•elrin.,hint.,a snout)if the titr,gc took is,ituutai upon ur 4htw the ' Who Must Notify? Section 9002 of RC'RA.as amended, requir" th:lt, unto, ,urfaceof,hofloor. exempted.ou ner,of underground whiles that:wrc regulated substance must nulit\ What Substances Are (•overed? The noul,calic,r1 rcyu,I Irn nt..apply to undcr- de.sigrlalcd State or lucid ugenc,e of the u.tistuncc a1 Ihcir tank,. Oµ'ner mono, ,found storage lank,that contain rcgulated.ub>tance,, 1 hi.include.an),ub•unca (il) in uhc ease nl an underground storage tank in u,c on November F. 104.or deGrlckJ as haiurdo ,u in sec tion o n 101 (14) f (he C'ornprehen,i,c F;n,ironmental hroti�.Ill into use after that d'atc,any person+ho uun,an underground,torago tank Rcspon,e,C'onlpematiunand Liahilit}Act of 14K0(CE RC'1,A1.te'ith thcecct pt on,lf at.,ct7 Inr thr storage,usc,or dispetlsing of regulated substanccs,:ins those,uh cutcds rrgulxtcd as h:vardou,u:t,te under Suhtitic C'of RC•RA. It;ll,a III) in the case of an, underground sturuge lank in use belore N,>,emhur N. 191t4. include, etrnlcum.e•g,crude Oil or:,m fraction thcreol which i,liquid at,landard condthun,or tumPcrauerc and prrssurc(60 degree:Fahrenheit:Ind 14.7 pound,Pet bvt no Iongcr in uisc on that dac.am Person,t hu,ku ncd such lank ittlmcd,:,rcl)before . the&Nconunuation of it-use. .quitrc Inch uhw1utc). What Tanks Arc Included? Underground stclragv lank is delined ccit,tut, tint:of combination of tanks that(1)is used to contain all accumulation OI"rcgulaled�,ub Where iil Notify" Completed nutil'ie:uiott loan, slxkuld be .cot w the ❑Qdtrs, stance,."and(2).:hose volume(including connected underground P;P,ng)Is IU i or giv.•n ut the top of tht*pngc. more beneath the grotknd.Some c.xamplc,are utilde,ground tanks sKlrmg:1.ga>ulinc. When To Notify? 1.Owner,of underground storagelanl;:inuse,,nnahatchcen used oil.of diesel fuel.trod 2•industrial svhcnts.pesticitiv,,herbicides Of fum,ganl,. tuket owl of apt raion:after.lunuar% 1, 1974,but still In the ground,must nOtdy by What Tank Are Excluded? Tanks rrmo,cd from the ground are not subject to Mti}N, 19t#,.2,Uuncr.who hriq underground.tuiagr tank,,mo u..0 suer May K. notification.Other tusks exclu&d Iron rimilicalion arc; 191i6.must notify W ilhin!U days of bringing the tanks into usr. 1.farm or rc.<idcntial tanks of L100 gallons,of te„capacln u,rJ far sl,�r,nN motor tact penaltiek: Any uwner who knowingly fails to notify or submits false information Ior.ns,ncntnmErcial purposes. notification is not given or for which false Information i,submitted. 2.tankaused forstonng uses: vilforcon,umpti eu,eanthtprcnlisc,whcrestorcd: shall be subject to a civil penalty not to exceed$10,000 for each tank for which ' 3.septic tanks: • Indicaic number of Please type or print in ink all items except"Signature"in Scction V.This fogs must by completed for I continuation Sheet.; each location containing underground storage tanks.If more than 5 tanks arc owned at this location. attached ' photocopy the rcverSe Stde.and staple continuation sheets to this form. 70e N8me(Corporation.individual.Public Agency,orOther ntily) (If same as Section 1,markboxhere❑) Facility Name or Company Site Identifier,as applicable Odies§ llcableStre Address or State Roadp State ZIPC/ode� Cou t y. Ci d U v ty(nearest) State ZIP Code Area Code Phone r Type t Owner (Mark elf thatappb'®) I Mark box here it tank(s) Private or Indicate are located on land within ❑ current ❑ State or Local Gov't ® Corporate number of. an Indian reservation or ❑ Ownership tanks at this on other Indian trust lands Federal Gov't uncertain location ❑ Former (GSA facility I.D.no. Area Code Phone Number Name(If same as Section 1,mark box here ) Job Title ❑ Mark box here only if this is an amended or subsequent notification for this location. ffT ' mined rand•am-familiar with the information submitted in this and all attached I certify under penalty of law that 1 have personally examined documents,and that based on my inquiry of those tedlviduals immediately responsible for obtaining the information, I believe that t e ' submitted information iS true.accurate:and comp Date Si 'd Name and official title of owner or owner's authorized representative Sign rem r [? • Psge I ��ra �JJJf\I�JIJ. i;I'bT1L0 8VV98LLBOS VT:OT EOO r OwrNr Name(from Section f) Location(from s4iiotlon it) Page No. of Pa4e2 ABC-'123' or Tank No. Tank No� T nk No_ ,Tank No. Tank No. )� 7Arbitr lcation No.(e.g., umber e- . 1 2,3.,.) 99igned Sequential N ( 9 ,. Tank Currently in Use Q �� (Mark all that apply®) Temporarily Out of Use Permanently Out of Use ® O Brought into Use after5/8/86 Q 0 Q 2.Estimated Age(Years) O 7s� ?SO 3.Estimated Total Capaclt (Gallons) ' 4.Material of Constriction Steel (Mark one 0) Concrete C� Q er lass Reinforced Plastic Fib Pl 9 Unknown -� Other.Please Specify ----- 5.Internal Protection Cathodic Protection Q Q r (Mark ell that apply 0) Q �� interior Lining(e.g„epoxy resins) Q Q Q None Unknown i v, Other,Please SPec_ify _ 6.External Protection Cathodic Protection (Mark all th Painted '(e.g,,apply 0) �—] Q Fiberglass Reinforced Plastic Coated None Fin r5� �-1 Unknown Other,Please Specify 7,piping Bare Steel (Mark all tlsat appy®)__ -_ Galvanized Steel Fiberglass Reinforced Plastic Q Q ' CathodicallY Protected- Unknown Other,Please Specify. --r-- Last a. Empty B.Substance Currentty or Volume Q In Greatest Ouantlty by b. Petroleum (Mark all that apply M) Diesel ,l••>rosene Gasoline(including alcohot blends) C� Used Oil Other,Please Specify c. Hazardous Substance [� ' Please indicate Name of Principal CERCLA Substance OR Chemical Abstract Service(CAS)No. ---- U Q Mark box®if tank stores a mixture of substances ' d. Unknown 9.Additional Information(for tanks permanently taken out of service) 0j () _ a. Estimated date last used (mo/.yr) � ' b. Estimated quantity of substance remaining (gal.) V C. Mark box®if tank was filled with inert material r (e.g.,sand,concrete) ' Page 2 VT:OT 600Z/bT/L0 T. KE s Q3' 96. pa Assesscws _ T�7F Q«06 e o mme r e a = nt ApLC fr OWNER SEE L ' .LAND: COURT FLAY A16'-OOS=B ,--LAND' •COURT' CERT.- ;OF TITLE .456037 Lot A 1 _ qm— BOARD - C - 1 s tor) zarag Lot D7:jL cc 1 i , TAB L E ROAD 1 70 t,(?:•i:� '. `: 7,1T : l'IIf F.i' aRL i .. . v - ,-�•: :T1C ^.f?1��8':'L��~Gi�1 .F,�•lys►:'tt .. W�a/�,�-' _•.•, •���• �R- LAG y 71 71 t31i1LD1�IG=�:-.c =n ^^ :-•tom o 0 o i:� ���-� ;� 7S AVRMME PILOT PLAN OFLAAVD .. NorF- rxis�x.orPCAnr ,ra.s�r�jxo�►.w�crvEnrP :LRYE?' THESE.;FRrrfrGo7R�s�E,v�aAE �D Tf/EAeOvE BARU.STABL E. •u ' *wro aiiwram E Rx m wr&£Punm=cwt z LOWDER Ho aRalms7rcfsAW tW asrwct's JWowiv 70 3CALE f=':` MUSED ro ESrABL/SN AvVAfA TY I INIFS'OA FOR CON — ' HAY�YARD-go yN roff.B WIL L IAAIS, /AC SrR.vcrr0/4 PURPOSES. rNgsRAN AS/Mor ro Bf USED FOR SURVEYORS OlV1L ENGINEERS i �£ca�c oR cfEc,aE-srJWPrIONS AND APo�:ES a r ro T gF�DkrAY _,4 U1V 7wCN. W SS AS!]r THE cv rk' 9HOWIV f.F"'£ON. _.. �1 SJ_l Nb1H. 8tib9SLL805 bt 01 ,600ZI.tiT/LO i The Town of Barnstable Health Department - i "UTTLn 367 Main Street, Hyannis, MA 02601 Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health ' 21E# : APPLICATION FOR 21E INFORMATION SEARCH FEE $30-.00 rDATE: . �•-� I it NA14E OF PERSON T O'd eVv'0..— rREQUESTING INFORMATION: ENGINEERING FIRM: �2.1/�1�-� ® i.� rADDRESS: ADDRESS: �D �o)C Alt7 � �� p I TELEPHONE # : SZg 1 ADDRESS OF r SITE LOCATION: -7 =- ASSESSORS MAP. NO_. : rPARCEL NO. : PRESENT BUSINESS NAME: ' y tom— 120 �S rGROUNDWATER DIRECTI-ON FLOW: SPECIFIC SITES YOU WISH TO RECEIVE RELEASE INFORMATION: ASSESSORS MAP NO. : Z ��7 PARCEL NO. : ( r ASSESSORS MAP NO. : r 2,7--A 0 PARCEL NO. : . 0-�� ASSESSORS MAP NO. : PARCEL NO. : J ASSESSORS MAP NO. : ( Z� ' 1 01 �. PARCEL NO. . i OFTFfEraf, Town of Barnstable • Regulatory Services 1ARNSTABLE, 9 Mnss. $ Thomas F. Geiler,Director 16,39.�AtfD NIP' 1& Public Health Division Thomas McKean, Director ' 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 t DATE: July 10, 2003 TO: Bennett& O'Reilly 1573 Main Street P.O. Box 1667 Brewster,MA 02631 ' RE: RESPONSE TO YOUR REQUEST FOR SITE INFORMATION IN IN COMPLIANCE WITH MGL 21E I ' The Health Department files were searched for information regarding the property at 37 Barnstable Road.,Hyannis listed as Parcel number 32.7 on Assessor's map 013 and ' adjacent properties listed in the application form submitted by you. The following items, if checked, apply to the property or adjacent properties: UNDERGROUND FUEL TANK INFORMATION - -- -- ' There are no records on file concerning underground fuel and chemical storage tanks at this property or any of the other adjacent properties. rx_The attached underground fuel and chemical storage information concerns the tank(s)located at: ' RELEASE/SPILL INFORMATION X No hazardous material releases were reported to the Health Division ' regarding the subject property or any of the adjacent properties. ' The attached release information concerns the properties located at: I � Q:/health/wpfiles/53 South St. SEPTIC SYSTEM/SEWER INFORMATION tThere is no as-built card record on file regarding the existing onsite sewage disposal system. X The property is connected to Town Sewer. ' X The attached onsite sewage disposal system information is enclosed. 327-013 (0868) 327-012 (1442) 327-077 (0433) WATER SUPPLY INFORMATION ' X The Health Department has no record of a private water supply well location onsite,if there is a well onsite at this property. It is suggested you contact the appropriate Water Department to determine whether the building is connected ' to Town water. The Health Department records indicate there are private water supply wells at the following location: L ' Please forward me a copy of the 21E report after your completion of the report. My t mailing address is: Barnstable Health Division 200 Main Street Hyannis,MA 02601 Sincerely, Thomas A.McKean ' Director of Public Health ' Q:/health/wpfiles/53 South St. - -_ - � � s �town of Barnstable. sr F€Rd Map/Parcel 327012� � yeast'D�epa mentHe' System f `Map Parcei� 3270'2 �� 4 IS Tan Nbr Ta Nbr t No it ftcat'oDate�_ Y �� Status�� �Dat y Re�noual�NotcaYrofin�Date ' t Test' � k i � � s �1 .,y• � �� �cT��'�. $. '�, r � `�., � Wit, Variance � �I � � ��� �e�l�S�ored�� :FO � Fuel Stprageaso�n � � /�ddit�onahDetails REMOVED � � ��"� ��� add " Change Recorder Aw, 3 ' t Ili rndlN�apsParce��327271 r'J Frn ®wer�"� o� �P�ce[ ��327271 ` De1�D �� �ccoernt Nod, 004301 � Parent Fps az Nergbo�rhoa HY09 Deuel�l_ot LOTS B,B,A&Al '� n Lo Size 1 09 State G ash 903 ir�c Own BARNSTABLE;TOWN OF(MUN) MENf 367 MAIN ST HYANNIS MA 0�2601 yW euuer acct 000000 IN �� do Complex; � g Buridrn U I NA r�' anuargs � BARNSTABLE TOWN OF(MUN) Deetl 1�1MiMYY 0000 peed of NONE L-anted ? 0 000184200 rBu�ild gs 00004230 -E tra Fe tunes 0000028200 Values o a '� oa�d to"dex 1100 Fr t''� 0000 atron 0 XX NORTH STREET 9 r ��t rre Dist HY I cndeC 0000 F�rntg 3 0000 i t � � f� �' 3 •:a. X Y �y9' �:R k ^' u 5' c � � �� ,. �zr,.; �/ ✓ � 1 sx�� �. r 1 sea . � � - I, I Frnd"Map�P,arcel 327012 � � t�Frnd®caner ' Farcei Id 327012 De ® jfV iAecount No 002412 , Parents 0000000rs ' Nergh or, o°od HY09 � Lo Sr e 0.12 A re Curr®�n MONAGHAN LIAM P TR Sta e lass 101� x , BARNSTABLE ROAD REALTY TRUST o Bldgs�1 � �Are 00001460 100 WEST MAIN ST-UNIT 6 __i fear Ad ed 00 HYANNIS i MA 02601 sewer ac�ct 1442 _ e C156917 Deed Date 030196� �� Refe ence urld II ��� on o Eomplex� B �r�n�g�r g an�uary1st MONAGHAN LIAMPTRDeed Ml'YF30396 Deed ofC140058 ' t4 Extra Features 0000001000 s A�/aluesz � �L3and�- 000051900 B�uildrngs 000071100 ��. Locatron8 ;�, 'NORTH STREETfndexz 1100rmtg 0057� e Ft e®st HY gi 0000 ����`b to � " ��'�'•- r_ } .g fa 1 i 1 � ndparce1327012 d®uine�r 12 3270 Del D V tAccount No 002412 Pare t 0000000 Pare (d ' �� &Ne�gtibo hood HY09 s drs � E - �` �D velLo LOT IFLo` Size 0 12 p crew R �C rr Own MONAGHAN LIAM P TR to e C1ass '101 Y � � tBld s 1 # 1�rea 00001460 BARNSTA BLE ROAD REALTY TRUST , 9 z yq 100 WEST MAIN ST UNIT 6 Year Adde 00 I HYANNIS MA(= 02601 11442 �{ 0301f96 ¢ e erence C156917 QQe�a erg � � � E � ' gnat fan�ua wa-, 11ONAGHAN,LIAM P TR heed MMYY 0396 Deed Ref C140058 t alues Land 000051900 urld cgs 000071100 Etafe�atures 000001000 - �— g. Ro�df dex 1100 rntg 0057 ' Loc f�on} f° NORTH STREET ` F�ireDist HY �Y' SecSl�ndex i 0000 ( �rntg 0000 j c �%- ,c � .._ "`r" � _.V ,� �f mow• -k.; 4 '��� �`��-�F�nd Map��arcel 327077 � � E� .�327077 ®el D V�Acco nt�Na 002418 � Paren 0000000 �f `\� "'M Parceled.A � �` ' x ,, E ��A , Ne�gh�borhood HY09 D e LoY LOT UN otS�zeAcres� ,. �, BOW State�C 34 ss0 � z Cu�rflw,n�HORGAN, FRANCIS L TR HORGAN REALTY TRUST 1�� : �O�Ba sE ✓1Area 00004524 CENTERVILLE A 02632 0433 ; \ 1 ���D#�eed Date 000000 i � �� Refe°�rence{ ' 14009 �Co�n�do Com'plex�� �nit.. Janua;, 4st HORGAN FRANCIS L TR DeedMMYY` 0000 Deed Ref 3160/85 000 ' aloes: Viand 000111200 Buildings 000103000 Extra Features a 00 00000 " 28 ;� BARNSTABLE ROAD #boa ndex: 0076_ m g 0093 ' Frre �ist HY i��� �� � � Sec Inde 0000 � Frntg 0000 j> , � _ a 5 u - t 1 ,f FjfndMap�arcet� 90-11 DOW ' Parceltd � Del D1Account No 002418 ' Pa en1 0000000 � � ,a 3 � , �:R e a °�� NelgHbbhood HY09 27077 d n LOT UN F �ofiSlze 0 27 j�A 0 � � � Duel C of „_ : Staf C Iris 34C � x h GurrOwn HORGAN FRANCIS L TR � � ._ d 3, HORGAN REALTY TRUST ;� Bdgs Are 00004524 180 ea PARK AVE ; r Ada z A CENTERVILLE ' MA iP 02632 `y � seweracc 0433 �x t tit• e7 " 14009 111 Deed D 000000Ree nce,TV a 1 € r• Bui COnOCOn1p12X IN gME- Nb al anuarrl�st HORGAN FRANCIS L TR eed�MMY�' 0000 DeetlRef 3160/85 All _ � � falues �La 000111200 j�B�Ir ii,�gs 000103000 1 E tra eat es 0000000000 = Roadtndex6 Prr� 0093 € BARNSTABLE ROAD 00IN �F�eD st, y HY �. ec Index 0000 of 0000 iME- gj F ��g t m E� i 1 � 1 � `SFmd apPa�c�e� 327013 � Fi d��wner� � � v �. Ne ghborhood HY09 I� F sLo Size013 Cleue Lot ':LOT LOTD LC1600 IAcres Curr Own STANTON BETSY S ._ 7. <. S4 PINEY POINT RD ear A fed 00u �, ;� F MARION_ MA' 02738 s�ewe acct 0868 � 110-9 DeedDa>e. 060188 Referenced C s s -fan aryist STANTON BE IMEN st S S � De dMMY�YF 0688 Deetl R C114593 � HIM, alu�es Land 000103800 Buildm s 000034500 Extra Features 0000001400 A � Location 37 � ,BARNS TABLE ROAD '� 'Road Index: 0076 n9 r 0100 �3 F rerst HY NCRTH STREET S hn x F ec de 1100 rntg 0065 6 y�3 ' I'' im M ��r'�� F[ndl�la,p Parcel 327013 F�rtd Owri�e x � pae� '327013D �V Account�No 002412 Page t 0000000 x c � y Neighborhood HY09 n � Y bevelLo LOT LOTD LC1600 s kL ze '0 13 gcres z CurOwn a STANTON BETSY S �- Sfate Glass 3311 � �3� EM o =B gs Are 00000964, ' �, 54 PINEY POINT RD YearAddec�� 00 y MARION 08684 �, ®ee&b 060188 �� Builder � �r�Uri t mols �Corado Complex �� � � � g �° anua�, .1st STANTON BETSY S ,� ,,b� MMYY 0688 1� ®eetl Re C114593 �� � RL � � � a1es" �L'and 000103800 = Buildings '000034500 '� ExtraFeatutes 0000001400' r � �` ' ' L acafioii 37 BARNSTABLE ROAD s Road nclex 0076 Frnt 0100 p � Fare Disf� HY NORTH STREET Sec tntlex� 1100 Frn g�0065 OWE gi ah r 1 x Fiwner�� l end Map Pa�rce27076 327076 '®ell V ` Arc punt 002418RUM � �a nt 0000000 � � h i � k� He ghborhoocl HY09 x x ' 10 Slre 0 33 E Ac i Deue 'Lot"'LOTS 45&46 r wn HORGAN FRANCIS L TR HORGAN REALTY T 180 PARK AVE YearAtld d00 CENTERVILLE MA 02632 seuverae�ct 0434 S il i Deed pate 000�000 s Referent _ ME" ZE � u 11d lnRg � Urtlt L*o tlo orripleX €�B � 2 r xgi, 3000I Deed Ref AW Ritual ORGAN FRANCIS L TR 8 3160/88 I i r Values`; Land i 000011530 bulldings, 000030500 ) Extra features 0000000000 R x 9s ��'�"s` �M- Loc one y 44 � BARNSTABLE ROAD �Roadlndex 0076 1 Frnfg 0148 , Ire�Dlst ,HY �x ELM AVENUE S� ndex 0497 ��Frn g 0095 I 1 1 i 1 1 1 wo, Find Map Parcet 327076Wl rnd Owner ' � F'arceld 327076 model D V �ccountNo 002418Parent 0000000 � Deve pbot LOTS 45&46 Lofi Size 0 33 Ace " 5�a h �S Carr Own HORGAN FRANCIS L TR Stafe C lass 010 r1 � ME F HORGAN REALTY TRUST No�B dgs u Ara 00006444 s � " i 180 PARK AVE YearAdded 00 6 CENTERVILLE 11''10263232 i., mew acct 0434 Deed®afe '000000 14009 111 R�efe enc�e 1 ,,#g" r Gocf ora pez B tu�� p rvm s SO kanua'ry 1�f ORGAN FRANCCIIS L TR geed MM d 0000' c�Ref 3160/88 ELM � lgaaues3Lar� 000011530 + Brfldings000030500 {Extra+Features 0000000000 ,� � � ocaion 44 _ BARNSTABLE ROAD �^ Road(ndSz 0076Frnfg 0148 k s ire Dist SHY i ELM AVENUESe�c fn�dex 0497 �Frn 0095 IIII i i i 1 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA Gertilied r-a-l!Provides: rnstable.A mailinipt ail iece Isr, ervieeS e A unique identifier for your m P ears Director delivery octal Service for two y i p signature upon t by the P I First-Class Mail or Priority Mall. ■A record Fie delivery N bind ail. Z Division ImPo��t Re alndr ONLY be combined of-international Mail. For Jul Certitled Mail May OVIDED with Certified Mail is not available for aIS PR all guide nroot of n,Director $NO INSUSANCE COtla,insured or Registered M � valuables,p lease co. 200 Main St, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 February 19, 2003 John and Marina Atsalis 242 Ocean St. Hyannis, MA 02601 RE: Map & Parcel 327-014 Dear Sir and Madam: You are directed to connect your building located at 45 Barnstable Rd., Hyannis, Massachusetts, to public sewer on or,before July 15, 2003. Public Works En ineerin The Department of Pub g 9 Division, has notified "us that your property abutts town sewer lines. The Lines were extended because of the ' density, and the size of the lots in the area, and the potential for serious health problems. iFailure to comply with this order will result in a court complaint. against you for failure to comply with a Board of Health Order. tIf you should have any questions, please telephone me at 862-4644. ----- �-- T■••- anetna C= 14F11t TH__. . _ • • COMPLETE THIS SECTION ON DELIVERY i ■ Complete items 1,2,and 3.Also complete =dnatur ite 4 if Restricted Delivery is desired. X` ❑Agent ■ Prin your name and address on the reverse ❑Addressee SO t at We can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Atta h this card to the back of the mailpiece, � or,o the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No cli Sery Type ct, �s: Uhl ..y��� - d� Certfied Mail �❑�ress Mail / r Eff ❑ Registered 4d Return Receipt for Merchandise 109-�J b ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2' � �QQZ 194Q DQQ4 9Q42 1358 end Map Pa cet�327014 a Find Owner z Parceld 327014 ®e� �V 1 Acount No 002412Parent n 0000000r ! fi s SY - G� §� Y$'W;' ➢v! - .j`�ec" 3'gj`� HY09 g LotSize�6 cr`e ���Deve1 Lot LOT E LC16005 C � �' Curr Own ATSALIS JOHN K&MARINA H State Class 340 I _ _ >s �rea 00000682€ y y 242 OCEAN ST Wear AMdd4ed 00 F y HYANNIS MA 02601 I sewer ! Deed Date 030189 C116946 Reference `' �� �Gondo�C�ornple � � Buil�iiing� � i1n� �''- 1 'Januayst ATSALIS JOHN K&MARINA H a eedMM 0389 Deed k2ef C116946 3 � aaues Lsa d 00010630ytl�ngs;w 000020300Extra Fea�res OOOOOOOOOO j a ".� n tocafiom 45 BARNSTABLE ROAD Ro d irdez 0076 Funtg 0072 Fire Dist HY z 9 Sec Index : 0000 1 ,.��Frnt �0000 � 4F 1 1 1 i i FirstSearch Technology Corporation � TM Environ mental FirstSearch Report ' TARGET PROPS RTY. ' 37 BARNSTABLE ROAD ' HYANNIS MA 026.01 Job Number: B003-3777 1 PREPARED FOR: Bennett & O'Reilly, Inc. 1 1 573 Main Street/PO Box 1667 t Brewster, MA 02631 ' 07-01-03 s 7"*' Lll�'liVJ111lCJ1lQ1� �".�r .' FIRSTS ti Tel: (781) 320-3720' Fax: (781) 320-371 S Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation.All rights reserved. i Environmental FirstSearch Search Summary Report Target Site: 37 BARNSTABLE ROAD HYANNIS MA 02601 FirstSearch Summary Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS ' NPL Y 05-08-03 1.00 0 0 0 0 0 0 0 CERCLIS Y 06-09-03 0.50 0 0 0 0 - 0 0 ' NFRAP Y 06-09-03 0.15 0 0 0 - _ 0 0 RCRA TSD Y 12-09-02 0.50 0 0 0 0 0 0 RCRA COR Y 12-09-02 1.00 0 0 0 0 . 0 0 0 RCRA GEN Y 12-09-02 0.15 0 2 0 - 1 3 RCRA NLR N 12-09-02 0.25 - - - _ _ - ERNS Y 12-31-02 0.15 0 0 0 1 1 NPDES N 04-15-03 0.25 - - - - - - - ' FINDS Y 07-16-98 0.25 0 5 11 _ _ 0 16 TRIS N 03-07-03 0.25 State Sites Y 04-25-03 1.00 0 0 2 1 0 2 5 1pills-1990 Y 04-25-03 0.50 0 5 12 14 - 3 34 ' Spills-1980 N 03-10-98 0.25 - - - - - - - SWL Y 04-04-03 0.50 0 0 0 0 0 0 Permits N NA 0.25 - - - - - ' Other N NA 0.25 - - - - REG UST/AST Y 05-05-03 0.15 0 6 3 0 9 Leaking UST N NA 0.50 - - - - - - - State Wells N 09-01-01 0.50 - - - - - - - ' Aquifers N 01-20-99 0.50 - _ ACEC N 01-20-99 0.50 Wetlands N 11-20-00 0.50 - - - - - - - Floodplains N 05-13-98 0.50 - - - - - - ' Nuclear Permits N 04-30-99 0.50 - - - - - - - Historic/Landmark N 09-01-02 0.50 - - - - - - Federal Land Use N 06-17-98 0.50 - - - - - - - Federal Wells N NA 0.50 _ - _ - Releases(Air/Water)N 12-31-01 0.25 HMIRS N 05-24-02 0.25 - - - - - - - NCDB N 03-28-02 0.25 - - - - - - - ' PADS N 03-01-03 0.25 Federal Other N NA 0.25 Misc N NA 0.25 - - - - - - - ' Towers N 08-16-01 0.25 Soils N 03-18-97 0.25 Receptors N 01-01-95 0.50 - - - - - - - -TOTALS- 0 18 28 15 0 7 68 Notice of Disclaimer Due to the limitations,constraints,inaccuracies and incompleteness of government information and computer mapping data currently available to FirstSearch Technology Corp.,certain conventions have been utilized in preparing the locations of all federal,state and local agency sites residing in FirstSearch Technology Corp.'s databases.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size.The boundaries of the rectangles represent the eastern and western most longitudes;the northern and southern most latitudes.As such,the mapped areas may exceed the actual areas and do not represent the actual boundaries of these properties. All other sites are depicted by a point representing their approximate address location and make no. attempt to represent the actual areas of the associated property. Actual boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information. Waiver of Liability Although FirstSearch Technology Corp.uses its best efforts to research the actual location of each site,FirstSearch Technology Corp.does not and can not warrant the accuracy of these sites with regard to exact location and size.All authorized users of FirstSearch Technology Corp.'s services proceeding are signifying an understanding of FirstSearch Technology Corp.'s searching and mapping conventions,and agree to waive any and all ' liability claims associated with search and map results showing incomplete and or inaccurate site locations. 1 r Environmental FirstSearch rSite Information Report Request Date: 07-01-03 Search Type: COORD Requestor Name: John Tadema-Wielandt Job Number: B003-3777 Standard: ASTM Filtered Report r TARGET ADDRESS: 37 BARNSTABLE ROAD 'r HYANNIS MA 02601 Demographics Sites: 68 Non-Geocoded: 7 Population: 41.11 ' Radon: 0.1 -2.2 PCl/L Site Location Degrees (Decimal) DeLyrees (Min/Sec) UTMs rLongitude: -7 0.283232 70:16:60 Easting: 393148.699 Latitude: 41.6544 41:39:16 Northing: 4611988.153 rZone: 19 ' Comment Comment:MONAGHAN r Additional Requests/Services rAdjacent ZIP Codes: 1 Mile(s) Services: ZIP Code City Name ST Dist/Dir Sel Requested? Date 02673 WEST YARMOUTH MA 0.70 NE Y Sanborns Yes 07-01-03 Aerial Photographs No Topographical-Maps No City Directories No r Title Search No Municipal Reports No Online Topos No 1 Environmental FirstSearch ' Sites Summary Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN TOTAL: 68 GEOCODED: 61 NON GEOCODED: 7 SELECTED: 0 ID--... DB Type Site Name[ID/Status _ .. ._---Address _ .. . - _. __....._ ..._.....Dist/Dir-- --Map 38 SPILLS NO LOCATION AID NORTH AND BARNSTABLE RD 0.01 SE 25 ' 4-0017060/UNCLASSIFIED BARNSTABLE-HYA MA 02601 43 SPILLS PROPERTY 63 LOUIS ST 0.08 NW 30 S93-0020 BARNSTABLE MA 02601 ' 53 UST ADAP 92 BARNSTABLE RD 0.09 NE 8 0-001066 HYANNIS MA 02601 3 FINDS AMERICAN DISCOUNT AUTO PARTS 92 BARNSTABLE RD 0.09 NE 8 MAD985272707 BARNSTABLE MA 02601 6 FINDS BRENTWOOD CONST CO INC 550 WILLOW ST 0.09 NE 3 MAD981897606 BARNSTABLE MA 02601 ' 1 RCRAGN BRENTWOOD CONSTRUCTION CO INC 550 WILLOW ST 0.09 NE 3 MAD981897606NGN BARNSTABLE MA 02601 61 UST XTRA FUELS 300 W MAIN ST 0.10 SE 40 ' 0-001074 HYANNIS MA 02601 39 SPILLS NYNEX 46 NORTH ST 0.10 SW 26 4-0010273/RAO BARNSTABLE MA 02601 55 UST BARNSTABLE ROAD AUTO REPAIR 91 BARNSTABLE RD 0.11 NW 15 0-001095 HYANNIS MA 02601 56 UST BELL ATLANTIC(5123-06) SUMMER ST&LINDEN ST 0.11 NW 15 ' 0-000868 KINGSTON MA 02364 17 FINDS TUNE UP PLACE 91 BARNSTABLE RD 0.11 NW 15 MAD060109485 BARNSTABLE MA 02601 ' 7 FINDS CAPE.COD TIMES 319 MAIN ST 0.11 SE 9 MAD019413368 BARNSTABLE MA 02601 37 SPILLS NO LOCATION AID 315 MAIN ST 0.11 SE 24 ' 4-0012097/RAO BARNSTABLE MA 02655 58 UST OTTAWAY NEWS/CAPE COD TIMES 319 MAIN ST 0.11 SE 9 0-001069 HYANNIS MA 02601 ' 60 UST WALLPAPER SHOPPE INC,THE 298 MAIN ST 0.12 NE 39 0-019436 HYANNIS MA 02601 ' 51 SPILLS WARREN BUICK BDP 100 BARNSTABLE RD. HYN 0.12 NW 7 4-0000027/RAO BARNSTABLE MA 02601 18 FINDS WARREN BUICK INC 100 BARNSTABLE RD 0.12.NW 7 MAD982710980 BARNSTABLE MA 02601 ' 2 RCRAGN WARREN BUICK INC 100 BARNSTABLE RD 0.12 NW 7 MAD982710980NGN BARNSTABLE MA 02601 i ' 40 SPILLS P&B STREET RAILWAY 17 ELM AVE 0.13 NE 27 4-0013121/RAO BARNSTABLE MA 02630 59 UST PLYMOUTH&BROCKTON ST RR CO 17 ELM ST 0.13 NE 27 0-001049 HYANNIS MA 02601 Environmental FirstSearch ' Sites Summary Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN TOTAL: 68 GEOCODED: 61 NON GEOCODED: 7 SELECTED: 0 ' ID DB Type Site Name/ID/Status Address Dist/Dir Map ID 42 SPILLS PROPERTY CENTER ST 0.14 NE 29 ' S93-0392 BARNSTABLE MA 02630 57 UST CAPE COD BANK&TRUST CO 307 MAIN ST 0.14 SE 38 0-019439 HYANNIS MA 02601 ' 54 UST BANK OF NEW ENGLAND 442 MAIN ST 0.14 SW 37 0-001047 HYANNIS MA 02601 23 SPILLS BEN S AUTO REPAIR BDP 5 CHARLES ST. HYN 0.16 NW 18 I ' 4-0000383/NFA BARNSTABLE MA 02601 15 FINDS SCUDER&TAYLOR OIL CO INC 36 OCEAN ST 0.16 SE 14 MAD985317197 BARNSTABLE MA 02601 14 FINDS PHOTOWORKS 88 N ST 0.16 SW 6 MA0001136993 BARNSTABLE MA 02601 10 FINDS EMERSON CLEANERS INC 18 CENTER ST 0.17 NE 4 MAD082300344 BARNSTABLE MA 02601 21 STATE NO LOCATION AID 18 CENTER ST 0.17 NE 4 4-0010971/RAO BARNSTABLE MA 02601 36 SPILLS NO LOCATION AID 18 CENTER ST 0.17 NE 4 ' 4-0010971/RAO BARNSTABLE MA 02601 22 SPILLS BARNSTABLE GETTY STATION BARNSTABLE RD. 0.17 NW 17 ' 4-0000706/NFA BARNSTABLE MA 02601 30 SPILLS GETTY SERVICE STA 112 BARNSTABLE RD 0.17 NW 17 4-0014685/RAO BARNSTABLE MA 02601 31 SPILLS GETTY SERVICE STATION 112 BARNSTABLE RD 0.17 NW 17 4-0014059/RAO BARNSTABLE MA 02601 41 SPILLS PAINE-WEBBER 426 MAIN ST 0.18 SW 28 4-0017628/UNCLASSIFIED BARNSTABLE-HYA MA 02601 8 FINDS COASTAL AUTO WORKS INC 163 BARNSTABLE RD 0.19 NW 10 MAD985269166 BARNSTABLE MA 02601 ' 4 FINDS BEARD DICK CHEVROLET RIDGEWOOD AVE 0.20 NE I MAD980915698 BARNSTABLE MA 02601 ' 24 SPILLS BRADLEY S DRY CLEANER BDP 242 MAIN ST. HYN 0.20 NE 2 4-0000477/RAO BARNSTABLE MA 02601 5 FINDS BRADLEYS CLEANERS 242 MAIN ST 0.20 NE 2 MAD051781961 BARNSTABLE MA 02601 27 SPILLS CUMBERLAND FARMS 158 BARNSTABLE RD 0.20 N1 W 9 S90-0836 BARNSTABLE MA 02601 ' 12 FINDS NEW ENGLAND TELEPHONE 50 OCEAN AVE 0.21 SE 12 MAD000637934 BARNSTABLE MA 02601 16 FINDS SUNOCO SVC STA 50 OCEAN ST&SEA ST 0.21 SE 12 ' MA0000244400 BARNSTABLE MA 02601 t Environmental FirstSearch Sites Summary Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN TOTAL: 68 GEOCODED: 61 NON GEOCODED: 7 SELECTED: 0 ID Type DB T e Site Name/ID/Status Address Dist/Dir Map ID 9 FINDS COLONIAL CANDLE 232 MAIN ST 6.23 NE 11 ' MA0001565472 BARNSTABLE MA 02601 25 SPILLS COLONIAL CANDLE 232 MAIN ST 0.23 NE 11 4-0015250/RAO BARNSTABLE MA 02601 t 19 STATE COLONIAL CANDLE BDP 232 MAIN ST. HYN 0.23 NE 11 4-0000878/RAO BARNSTABLE MA 02601 26 SPILLS COLONIAL CANDLE BDP 232 MAIN ST 0.23 NE 11 ' 4-0000878/RAO BARNSTABLE-HYA MA 11 FINDS HYANNIS HARBOR TOURS INC 30 PLEASANT ST 0.23 SE 5 MAD985269588 BARNSTABLE MA 02601 ' 13 FINDS PACKAGING IND GROUP INC 130 NORTH ST PO BOX 5 0.23 SW 13 MA0001619634 BARNSTABLE MA 02601 28 SPILLS EDUCATION INTERVENTION CTR 71 PLEASANT ST 0.26 SE 20 ' 4-0010348/RAO BARNSTABLE MA 02601 33 SPILLS MUTUAL STATION#73 149 NORTH ST 0.27 SW 22 4-00135811RAO BARNSTABLE MA 02601 ' 44 SPILLS RESIDENTIAL 11 HIGH SCHOOL RD 0.33 SW 31 4-0010983/UST BARNSTABLE MA 02601 46 SPILLS SOUTH END OF MAIN ST i 1 HIGH SCHOOL RD 0.33 SW 31 ' 4-0011085/RAO BARNSTABLE MA 02601 52 SPILLS WATERWAY 137 PLEASANT ST 0.34 SE 36 S90-0643 BARNSTABLE MA 02601 ' 47 SPILLS SOUTH ST DOCK 21 SCHOOL ST 0.35 SE 33 4-0012BYRAO BARNSTABLE MA 02601 48 SPILLS STEAMSHIP AUTHORITY SCHOOL ST 0.35 SE 34 ' 4-0013355/RAO BARNSTABLE MA 02630 49 SPILLS STEAMSHIP AUTHORITY 141 SCHOOL ST. 0.35 SE 34. 4-0014802/RAO BARNSTABLE MA 02601 32 SPILLS LEWIS BAY MOTEL 53 SOUTH ST. 0.39 SE 21 4-0000624/NFA BARNSTABLE MA 02601 ' 35 SPILLS NO LOCATION AID 71 SOUTH ST 0.39 SE 21 4-0012880/RAO YARMOUTH MA 02664 50 SPILLS UNITED PARCEL SERVICE OFF MARY DUNN RD 0.43 SW 35 ' S93-0673 BARNSTABLE MA 02601 45 SPILLS RESIDENTIAL 26 YARMOUTH RD 0.44 NE 32 4-0012714/RAO BARNSTABLE MA 02601 34 SPILLS NO LOCATION AID 74 CAMP ST 0.46 NE 23 4-0010287/RAO BARNSTABLE MA 02601 20 STATE GARAGE 82 RIDGEWOOD AVE 0.47 NE 16 4-0014264/DEF TIER 1 B BARNSTABLE MA 02630 Environmental FirstSearch Sites Summary Report TARGET SITE: 37 BARNSTABLE ROAD ,JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN TOTAL: 68 GEOCODED: 61 NON GEOCODED: 7 SELECTED: 0 ID DB Type Site Name/ID/Status Address Dist/Dir. Map ID 29 SPILLS GARAGE 82 RIDGEWOOD AVE 0.47 NE 16 4-0014264/DEF TIER I BARNSTABLE MA 02630 1 Environmental FirstSearch ' Sites Summary Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN TOTAL: 68 GEOCODED: 61 NON GEOCODED: 7 SELECTED: 0 ' ID DB Type Site Name/ID/Status Address Dist/Dir Map ID 66 SPILLS BARNSTABLE RD CENTER ST NON GC 4-0016853/RAO BARNSTABLE-HYA MA 02601 63 ERNS HYANNIS TIRE&AUTO RT 28&E.MAIN ST. NON GC 184812/UNKNOWN.(NRC) HYANNIS MA 02601 ' 67 SPILLS PARCEL 121 110 SCHOOL ST NON GC 4-0017302/UNCLASSIFIED BARNSTABLE-HYA MA 02601 68 SPILLS PIER 1 OCEAN ST NON GC 4-0016083/ADEQUATE REG BARNSTABLE MA 02601 64 STATE PIER 1 OCEAN ST NON GC 4-00160831PRECLASSIFIED Barnstable MA 02601 ' 62 RCRAGN STEWART PAINTING 152 RIDGEWOOD AVE . NON GC MAR000504266NGN BARNSTABLE MA 02601 65 STATE SUN FREIGHT CO 10 HADAWAY RD NON GC 4-0016597/TIER 1C BARNSTABLE-HYA MA 02601 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE SEARCH ID: 38 DIST/DIR: 0.01 SE MAP ID: 25 NAME: NO LOCATION AID REV: 4/25/03 ADDRESS: NORTH AND BARNSTABLE RD IDI: 4-0017060 BARNSTABLE-HYANNIS MA 02601 ID2: STATUS: UNCLASSIFIED ' CONTACT: PHONE: SITE INFORMATION STATUS: UNCLASSIFIED-A release that has not reached its Tier Classification deadline (usually one year after ii was reported),and where an RAO Statement,DPS Submittal,or Tier Classification Submittal has not been received by DEP. CATEGORY: TWO HR 21E STATUS: UNCLASSIFIED DATE: 5/17/2002 21E DATE: 5/17/2002 PHASE: HAZMAT TYPE: OIL RAO CLASS: LOCATION TYPE: COMMERCIAL, SOURCE: . UST; SITE DESCRIPTION: CHEMICALS ' UNKNOWN CHEMICAL OF TYPE-OIL SITE ACTIONS ' ACT DATE: 05/17/2002 ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE DISPOSITION RAO TYPE: ' ACT DATE: 07/16/2002 ACT USE LIMITATION: LSP: 4057 ACT STATUS: COMPLETION STATEMENT RECEIVED ' ACT TYPE: IMMEDIATE RESPONSE ACTION RAO TYPE: ' ACT DATE: 07/16/2002 . ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE NOTIFICATION RAO TYPE: ' Site Details Page- I Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE ' SEARCH ID: 43 DISUDIR: 0.08 NW MAP ID: 30 ' NAME: PROPERTY REV: ADDRESS: 63 L.OUIS ST IDI: S93-0020 BARNSTABLE MA 02630 ID2: 9-9999 BARNSTABLE STATUS: CONTACT: KEARNS,R PHONE: CASE CLOSED? YES SPILL DATE: SPILL TIME: DATE REPORTED: 19930114 REPORT TIME: 02:OOPM SPILL NOTIFIER: DONNA MIRANDI NOTIFIER PHONE: SPILL DESCRIPTION: INCIDENT: ------------- MATERIAL SPILLED: #2 FUEL OIL A1VMT RPTD SPILLED: UNKNOWN---------- ACTUAL AMT SPELLED: --------------------- ' SOURCE OF SPILL: --- ---- PET/HAZ: PETROLEUM VIR/WASTE: ------ PCB LEVEL: ---------- ENVIRONMENTAL IMPACT. LUST?:. NO SOIL CONTAMINATED?: ' CONTRACTOR: NOT USED PREPARE REPORT: DAYS/CLOSE: 0 it ' Site Details Page-2 Environmental FirstSearch Site Detail Report TARGET SI-TE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 53 DISTIDIR: 0.09 NE MAP ID: 8 ' NAME: ADAP REV: 5/5/03 ADDRESS: 92 BARNSTABLE RD IDI: 0-001066 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 1 ' OWNER INFORMATION OWNER NAME: EVERETT H CORSON INC OWNER ADDRESS: RTE 132 HYANNIS MA 02601 FACILITY TYPE: OTHER WORK PHONE: (617)771-7373 ' TANK INFORMATION TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 500 CONTENTS: USE: TANK MATERIAL: STEEL TANK TYPE: 1 LEAK DETECTION: PIPE MATERIAL: STEEL PIPE TYPE: LEAK DETECTION: I, 1l Site Details Page- 3 Environmental FirstSearch ■ Site Detail Report ■ TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN FINDS SITE ' SEARCH ID: 3 DIST/DIR: 0.09 NE MAP ID: 8 NAME: AMERICAN DISCOUNT AUTO PARTS REV: i ADDRESS: 92 BARNSTABLE RD IDI: MAD985272707 HYANNIS MA 02601 ID2: STATUS: CONTACT: PHONE: RCRIS MAD985272707 PCs 1 AFS/AIRS SSTS CERCLIS NCDB ' ENF DOCKET CONTR LIST CRIM DOCKET FFIS CICIS STATE PADS TRIS UNKNOWN i ' Site Details Page-4 1 Environmental FirstSearch 1 Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN ' r FINDS SITE SEARCH ID: 6 DIST/DIR: 0.09 NE MAP ID: 3 1 NAME: BRENTWOOD CONST CO INC REV: ADDRESS: 550 WILLOW ST IDI: MAD981897606 BARNSTABLE MA 02601 ID2: STATUS: 1 CONTACT: PHONE: RCRIS MAD981897606 ' PCS AFS/AIRS SSTS CERCLIS 1 NCDB ENF DOCKET CONTR LIST GRIM DOCKET FFIS CICIS STATE PADS TRIS i UNUN KNOWN . r 1 1 i i 1 ■ Site Details Page-5 Environmental FirstSearch Site Detail Report TARGET SITE• 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN RCRA GENERATOR SITE ' SEARCH ID: 1 DIST/DIR: 0.09 NE MAP ID: 3 NAME: BRENTWOOD CONSTRUCTION CO INC REV: 12/9/02 ADDRESS: 550 WILLOW ST ID1: MAD981897606 BARNSTABLE(HYANNIS)MA 02601 ID2: STATUS: VGN CONTACT: PHONE: SITE INFORMATION ' UNIVERSE TYPE: CEG-CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION: ENFORCEMENT INFORMATION: VIOLATION INFORMATION: ' Site Details Page- 6 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 61 DIST/DIR: 0.10 SE MAP ID: 40 ' NAME: XTRA FUELS REV: 5/5/03 ADDRESS: 300 W MAIN ST ]DI: 0-001074 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 4 ' OWNER INFORMATION OWNER NAME: DRAKE PETROLEUM COMPANY INC OWNER ADDRESS: PO BOX 72616 PROVIDENCE RI 02905 II FACILITY TYPE: GAS STATION ' WORK PHONE: (401)781-9900 TANK INFORMATION TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 6000 CONTENTS: GASOLINE USE: MV TANK MATERIAL: STEEL TANK TYPE: LEAK DETECTION: Inventory Record-Keeping PIPE MATERIAL: STEEL PIPE TYPE: LEAK DETECTION: TANK NUMBER: 2 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 6000 CONTENTS: GASOLINE USE: MV TANK MATERIAL: STEEL TANK TYPE: LEAK DETECTION: Inventory Record-Keeping PIPE MATERIAL: STEEL PIPE TYPE: LEAK DETECTION: TANK NUMBER: 3 TANK STATUS: REMOVED -Continued on next page- Site Details Page- 7 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JQg: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE SEARCH ID: 39 DIST/DIR: 0.10 SW MAP ID: 26 I ' NAME: NYNEX REV: 4/25/03 ADDRESS: 46 NORTH ST IDI: 4-0010273 BARNSTABLE-HYANNIS MA 02601 ID2: STATUS: RAO CONTACT: PHONE: SITE INFORMATION STATUS: RAO-(Response Action Outcome):a site/release where an RAO statement was submitted. An RAO Statement asserts that response actions were sufficient to achieve a level of no significant risk or at least ensure that all substantial hazards were eliminated. CATEGORY: 72 HR 21E STATUS: I RAO DATE: 2/10/1994 21E DATE: 1/13/1997 PHASE: PHASE II HAZMAT TYPE: OIL RAO CLASS: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED LOCATION TYPE: COMMERCIAL, SOURCE: UST; DIESEL; tSITE DESCRIPTION: CHEMICALS I� FUEL OIL#2 DIESEL FUEL 70 PPM ' SITE ACTIONS ACT DATE: 10/21/1997 ACT USE LIMITATION: NONE LSP: ACT STATUS: FEE NOT REQUIRED-FEE CREDITED-FMCRA USE ONLY ACT TYPE: RESPONSE ACTION OUTCOME-RAO RAO TYPE: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO ' BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ACT DATE: 02/10/19§4 ACT USE LIMITATION: LSP: ACTON STONE ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE DISPOSITION ' RAO TYPE: ACT DATE: 01/13/1997 ACT USE LIMITATION: LSP: DANNA TRUSLOW ACT STATUS: COMPLETION STATEMENT RECEIVED ACT TYPE: PHASE 1 -Continued on next page- Site Details Page-9 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE SEARCH ID: 39 DISUDIR: 0.10 SW MAP ID: 26 ' NAME: NYNEX REV: 4/25/03 ADDRESS: 46 NORTH ST IDI: 4-0010273 BARNSTABLE-HYANNIS MA 02601 ID2: STATUS: RAO CONTACT: PHONE: RAO TYPE: ' ACT DATE: 04/15/1994 ACT USE LIMITATION: LSP:. ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ' ACT TYPE: RELEASE NOTIFICATION RAO TYPE: ' ACT DATE: 04/15/1994 ACT USE LIMITATION: LSP: ACT STATUS: WRITTEN PLAN RECEIVED ' ACT TYPE: IMMEDIATE RESPONSE ACTION RAO TYPE: t e-10 r Site Details Pag Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD ,JOB: B003-3777 HYANNIS MA 02601 MONAGHAN ' REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ID: 55 DIST/DIR: 0.11 NW MAP ID: 15 NAME: BARNSTABLE ROAD AUTO REPAIR REV: 5/5/03 ADDRESS: 91 BARNSTABLE RD ID1: 0-001095 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 4 OWNER INFORMATION OWNER NAME: PADCO PROPERTIES OWNER ADDRESS: PO BOX 875 II WEST BARNSTABLE MA 02668 FACILITY TYPE:- - - GAS STATION. WORK PHONE: (508)771-0033 ' TANK INFORMATION TANK NUMBER: 1 ' TANK STATUS: IN USE SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 4000 ' CONTENTS: GASOLINE USE: MV TANK MATERIAL: CATHODIC TANK TYPE: 1 WALL LEAK DETECTION: Approved In-Tank Monitor ' PIPE MATERIAL: REINFORCED PIPE TYPE: 2 WALLS ' LEAK DETECTION: Interstitial Space Monitor TANK NUMBER: 2 TANK STATUS: IN USE ' SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 4000 CONTENTS: GASOLINE ' USE: MV TANK MATERIAL: CATHODIC TANK TYPE: 1 WALL LEAK DETECTION: Approved In-Tank Monitor PIPE MATERIAL: REINFORCED PIPE TYPE: 2 WALLS LEAK DETECTION: Interstitial Space Monitor I ' TANK NUMBER: 3 TANK STATUS: IN USE -Continued on nextpage- Site Details Page-II Environmental FirstSearch ' Site Detail Report TARGET SITE• 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ED: 55 DISUDIR: 0.11 NW MAP ID: 15 ' NAME: BARNSTABLE ROAD AUTO REPAIR REV: 5/5/03 ADDRESS: 91 BARNSTABLE RD IDI: 0-001095 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: SERIAL NUMBER: ABOVE GROUND: N ' CAPACITY(GAL): 4000 CONTENTS: GASOLINE USE: MV TANK MATERIAL: CATHODIC ' TANK TYPE: 1 WALL LEAK DETECTION: Approved In-Tank Monitor PIPE MATERIAL: REINFORCED PIPE TYPE: 2 WALLS ' LEAK DETECTION: Interstitial Space Monitor TANK NUMBER: 4 ' TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 500 ' CONTENTS: WASTE OIL USE: TANK MATERIAL: STEEL TANK TYPE: ' LEAK DETECTION: PIPE MATERIAL: PIPE TYPE: ' LEAK DETECTION: 1 I t t Site Details Page-12 - .-...._ .. .. Environmental FirstSearch tSite Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 56 DIST/DIR: 0.11 NW MAP ID: -1-5 t NAME: . BELL ATLANTIC(5123-06) REV: 3/13/03 ADDRESS: SUMMER ST&LINDEN ST IDI: 0-000868 KINGSTON MA 02364 ID2: 23145 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 1 ' TANK NUMBER: 1 TANK STATUS: IN USE SERIAL NUMBER: ABOVE GROUND: Y ' CAPACITY(GAL): 600 CONTENTS: DIESEL USE: OTHER TANK MATERIAL: STEEL ' TANK TYPE: 1 WALL LEAK DETECTION: PIPE MATERIAL: STEEL ' PIPE TYPE: 1 WALL LEAK DETECTION: ' Site Details Page-13 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN FINDS SITE ' SEARCH ID: 17 DIST/DIR: 0.11 NW MAP ID: 15 ' NAME: TUNE UP PLACE REV: ADDRESS: 91 BARNSTABLE RD IDI: MAD060109485 HYANNIS MA 02601 ID2: STATUS: ' CONTACT: PHONE: RCRIS MAD060109485 ' PCS AFS/AIRS SSTS CERCLIS ' NCDB ENF DOCKET CONTR LIST CRIM DOCKET FFIS ' CICIS STATE PADS TRIS ' D&B UNKNOWN Site Details Page-14 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD ,JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN FINDS SITE ' SEARCH ID: 7 DIST/DIR: 0.11 SE MAP ID: 9 ' NAME: CAPE COD TIMES REV:, ADDRESS: 319 MAIN ST ID1: MAD019413368 HYANNIS MA 02601 ID2: STATUS: CONTACT: PHONE: RCRIS MAD019413368 PCs ' AFS/AIRS SSTS CERCLIS NCDB t ENF DOCKET CONTR LIST GRIM DOCKET FFIS ' CICIS STATE PADS . TRIS ' UNKNOWN 1 ' Site Details Page- 15 i Environmental FirstSearch iSite Detail Report TARGET SITE• 37 BARNSTABLE ROAD JOB B003-3777 iHYANNIS MA 02601 MONAGHAN STATE SPILLS SITE SEARCH ID: 37 DIST/DIR: 0.11 SE MAP ID: 24 NAME: NO LOCATION AID REV: 4/25/03 ADDRESS: 315 MAIN ST ID1: 4-0012097 BARNSTABLE-OSTERVILL MA 02655 ID2: STATUS: RAO iCONTACT: PHONE: SITE INFORMATION STATUS: RAO-(Response Action Outcome):a site/release where an RAO statement was submitted. An RAO Statement asserts that response actions were sufficient to achieve a level of no significant risk or at least ensure that all substantial hazards were eliminated. CATEGORY: 72 HR 21E STATUS: RAO i DATE: 4/19/1996 21E DATE: 7/10/1996 PHASE: HAZMAT TYPE: OIL RAO CLASS: Al -A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO - BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED LOCATION TYPE: RESIDNTIAL, ' SOURCE: UST; SITE DESCRIPTION: i CHEMICALS GASOLINE SITE ACTIONS ACT DATE: 04/19/1996 ACT USE LIMITATION: ' LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE DISPOSITION RAO TYPE: ' ACT DATE: 07/10/1996 ACT USE LIMITATION: NONE LSP: ACT STATUS: RAO STATEMENT RECEIVED ACT TYPE: RESPONSE ACTION OUTCOME-RAO RAO TYPE: Al-A PERMANENT SOLUTION HAS BEEN ACHIEVED:CONTAMINATION HAS BEEN REDUCED TO BACKROUND OR A THREAT OF A RELEASE HAS BEEN ELIMINATED ' ACT DATE: .07/10/1996 ACT USE LIMITATION: LSP: JOSEPH SALVETTI ACT STATUS: COMPLETION STATEMENT RECEIVED ACT TYPE: IMMEDIATE RESPONSE ACTION RAO TYPE: ' -Continued on nextpage ' Site Details Page-16 i Environmental FirstSearch iSite Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE ' SEARCH ID: 37 DIST/DIR: 0.11 SE MAP ID: 24 i NAME: NO LOCATION AID REV: 4/25/03 ADDRESS: 315 MAIN ST IDI: 4-0012097 BARNSTABLE-OSTERVILL MA 02655 ID2: STATUS: RAO CONTACT: PHONE: ACT DATE: 04/19/1996 ' ACT USE LIMITATION: LSP: ACT STATUS: ORAL APPROVAL OF PLAN ACT TYPE: IMMEDIATE RESPONSE ACTION RAO TYPE: i 1 1 i i � 1 1 ' Site Details Page-17 Environmental FtrstSearc h Site Detail Report i TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ID: 58 DIST/DIR: 0.11 SE MAP ED: 9 NAME: OTTAWAY NEWS/CAPE COD TIMES REV: 3/13/03 ADDRESS: 319 MAIN ST IDI: 0-001069 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 3 ' TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N ' CAPACITY(GAL): 5000 CONTENTS: GASOLINE USE: TANK MATERIAL: STEEL ' TANK TYPE: LEAK DETECTION: PIPE MATERIAL: PIPE TYPE: LEAK DETECTION: TANK NUMBER: 2 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 2000 CONTENTS: FUEL OIL USE: TANK MATERIAL: STEEL TANK TYPE: LEAK DETECTION: ' PIPE MATERIAL: PIPE TYPE: LEAK DETECTION: i TANK NUMBER: 3 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 500 CONTENTS: DIESEL ' USE: TANK MATERIAL: STEEL TANK TYPE: LEAK DETECTION: PIPE MATERIAL: PIPE TYPE: LEAK DETECTION: Site Details Page- 18 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 60 DIST/DIR: 0.12 NE MAP ID: 39 ' NAME: WALLPAPER SHOPPE INC,THE REV: 5/5/03 ADDRESS: 298 MAIN ST ID1: 0-019436 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE:. TOTAL NUMBER OF TANKS: 1 ' OWNER INFORMATION OWNER NAME: WALLPAPER SHOPPE INC,THE OWNER ADDRESS: 298 MAIN ST HYANNIS MA 02601 FACILITY TYPE: OTHER WORK PHONE: (617)775-1755 TANK INFORMATION r TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACTTY(GAL): 1000 ' CONTENTS: USE: TANK MATERIAL: STEEL TANK TYPE: ' LEAK DETECTION: PIPE MATERIAL: PIPE TYPE: ' LEAK DETECTION: ' Site Details Page-19 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE ' SEARCH ID: 51 DIST/DIR: 0.12 NW MAP ID: 7 ' NAME: . WARREN BUICK BDP REV: 1/29/01 ADDRESS: 100 BARNSTABLE RD. HYN ID1: 4-0000027 BARNSTABLE MA 02601 ID2: STATUS: RAO CONTACT: PHONE: SITE INFORMATION ' LTBI: CONFIRMED: 1/15/87 DELETED: REMOVED: CATEGORY: 21E STATUS: RAO ' DATE: 1i15/87 21E DATE: 3/31/97 PHASE: NO PHASE HAZMAT TYPE: OIL RAO CLASS: A2=A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN ' REDUCED TO BACKROUND LOCATION TYPE: ' SOURCE: SITE DESCRIPTION: GROUNDWATER RELEASE; CONTAINED IN A LUST; COMMERCIAL SITE; GASOLINE PRESENT; RELEASE TO SOIL; ' OTHER CONTAMINATION: OTHER RELEASES: OTHER PROBLEMS: OTHER TYPE OF SITE: ' SITE ACTIONS TS DATE: 19970331 00:00:00 ' AUL RESTRICTION: NON LSP: WILLIAM KERFOOT RA STATUS: RAS TYPE: RAO:RESPONSE ACTION OUTCOME RAO CLASS: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND tSite Details Page-20 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN FINDS SITE ' SEARCH ID: 18 DIST/DIR: 0.12 NW MAP ID: 7 ' NAME: WARREN BUIC:{INC REV: ADDRESS: 100 BARNSTABLE RD IDI: MAD982710980 BARNSTABLE MA 02601 ID2: STATUS: CONTACT: PHONE: RCRIS MAD982710980 PCS ' AFS/AIRS SSTS CERCLIS NCDB ' ENF DOCKET CONTR LIST CRIM DOCKET FFIS — CICIS STATE PADS TRIS ' D&B c 019414036 UNKNOWN Site Details Page.-21 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN 1 RCRA GENERATOR SITE tSEARCH ID: 2 DIST/DIR: 0.12 NW MAP ID: 7 NAME: WARREN BUICK' INC REV: 12/9/02 ADDRESS: 100 BARNSTABLE R.D IDI: MAD982710980 BARNSTABLE(HYANNIS)MA 02601 ID2: STATUS: VGN CONTACT: PHONE: SITE INFORMATION. ' UNIVERSE TYPE: CEG-CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE ' SIC INFORMATION: III I-RETAIL TRADE NEW AND USED CAR DEALERS ENFORCEMENT INFORMATION:. ' VIOLATION INFORMATION: 1 1 i Site Details Page-22 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE ' SEARCH ID: 40 DIST/DIR: 0.13 NE MAP ID: 27 NAME: P&B STREET RAILWAY REV: 4/25/03 ADDRESS: 17 ELM AVE IDI: 4-0013121 BARNSTABLE-HYANNIS MA 02601 ID2: STATUS: RAO ' CONTACT: PHONE: SITE INFORMATION ' STATUS: RAO-(Response Action Outcome):a site/release where an RAO statement was submitted. An RAO Statement.asserts that response actions were sufficient to achieve a level of no significant risk or at least ensure that all substantial hazards were eliminated. CATEGORY: 120 DY 21E STATUS: RAO ' DATE: 6/23/1997 21E DATE: 6/22/1998 PHASE: HAZMAT TYPE: OIL RAO CLASS: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND I LOCATION TYPE: COMMERCIAL, ' SOURCE: UST;-- SITE DESCRIPTION: CHEMICALS FUEL OIL#2 11000 PPM SITE ACTIONS ACT DATE: 06/25/1998 ACT USE LIMITATION: NONE a LSP: MATTHEW HACKMAN ACT STATUS: FEE RECEIVED-FMCRA USE ONLY ACT TYPE: RESPONSE ACTION OUTCOME-RAO RAO TYPE: A2-A PERMANENT SOLUTION HAS BEEN ACHIEVED: CONTAMINATION HAS NOT BEEN REDUCED TO BACKROUND ACT DATE: 06/23/1997 ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE DISPOSITION RAO TYPE: ACT DATE: 08/25/1997 ACT USE LIMITATION: ' LSP: MATTHEW HACKMAN ACT STATUS: FEE RECEIVED-FMCRA USE ONLY ACT TYPE: RELEASE ABATEMENT MEASURE RAO TYPE: -Continued on next page- ' Site Details Page-23 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE tSEARCH ID: 40 DIST/DIR: 0.13 NE MAP ID: 27 ' NAME: P&B STREET RAILWAY REV: 4/25/03 ADDRESS: 17 ELM AVE IDI: 4-0013121 BARNSTABLE-HYANNIS MA 02601 ID2: STATUS: RAO ' CONTACT: PHONE: ACT DATE: 1112 2/1 117. ' ACT USE LIMITATION: LSP: ACT STATUS: REPORTABLE RELEASE UNDER MGL 21 E ACT TYPE: RELEASE NOTIFICATION RAO TYPE: i ' Site Details Page-24 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ID: 59 DIST/DIR: 0.13 NE MAP ID: 27 ' NAME: PLYMOUTH&BROCKTON ST RR CO REV: 5/5/03, ADDRESS: 17 ELM ST IDI: 0-001049 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 4 ' OWNER INFORMATION OWNER NAME: PLYMOUTH&BROCKTON ST CO OWNER ADDRESS: 31 MILK ST,MEZ LVL BOSTON MA 02109 FACILITY TYPE: TRUCK/TRANSPORT ' WORK PHONE: (508)775-9743 TANK INFORMATION ' TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 5000 CONTENTS: DIESEL USE: TANK MATERIAL: STEEL ' TANK TYPE: 1 WALL LEAK DETECTION: Inventory Record-Keeping PIPE MATERIAL: STEEL PIPE TYPE: SUCTION:CHECK VALVE @ TANK LEAK DETECTION: Suction:Check Valve at Dispenser TANK NUMBER: 2 ' TANK STATUS: IN USE SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 12000 CONTENTS: DIESEL USE: MV TANK MATERIAL: REINFORCED TANK TYPE: 2 WALLS t LEAK DETECTION: Interstitial Monitoring PIPE MATERIAL: STEEL PIPE TYPE: 2 WALLS LEAK DETECTION: Suction:Check Valve at Tank w/Interstitial Monitor TANK NUMBER: 3 TANK STATUS: IN USE ' -Continued on next page- �I Site Details Page-25 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS iSEARCH ID: 59 DIST/DIR: 0.13 NE MAP ID: 27 NAME: PLYMOUTH&BROCKTON ST RR CO REV: 5/5/03 ADDRESS: 17 ELM ST ID1: 0-001049 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: SERIAL NUMBER: Combustible ABOVE GROUND: Y CAPACITY(GAL): 300 CONTENTS: TRAN FLUID USE: TANK MATERIAL: STEEL TANK TYPE: 1 WALL LEAK DETECTION: PIPE MATERIAL: STEEL PIPE TYPE: I WALL LEAK DETECTION: TANK NUMBER: 4 TANK STATUS: IN USE SERIAL NUMBER: ABOVE GROUND: Y CAPACITY(GAL): 300 CONTENTS: MOTOR OIL ' USE: TANK MATERIAL: STEEL TANK TYPE: 1 WALL LEAK DETECTION: PIPE MATERIAL: STEEL PIPE TYPE: 1 WALL LEAK DETECTION: '.- Site Details Page-26 i Environmental FirstSearch iSite Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 iHYANNIS MA 02601 MONAGHAN STATE SPILLS SITE iSEARCH ID: 42 DISUDIR: 0.14 NE MAP ID: 29 i NAME: PROPERTY REV: ADDRESS: CENTER ST IDI: S93-0392 BARNSTABLE MA 02630 ID2: 0000 BARNSTABLE STATUS: CONTACT: MORAN,M PHONE: CASE CLOSED? YES SPILL DATE: 1193/113 SPILL TIME: ' DATE REPORTED: 19930614 REPORT TIME: SPILL NOTIFIER: CHARLIE WENTZELI/EXXON NOTIFIER PHONE: ' SPILL DESCRIPTION: INCIDENT: SPILL MATERIAL SPILLED: DIESEL FUEL AMT RPTD SPILLED: 1-10 GALLONS ACTUAL AMT SPELLED: ---------------- SOURCE OF SPILL: VEH.FUEL TANK PET/HAZ: PETROLEUM VIR/WASTE: VIRGIN PCB LEVEL: ------ iENVIRONMENTAL IMPACT: SOIL LUST?: NO SOIL CONTAMINATED?: CONTRACTOR: NOT USED PREPARE REPORT: i. DAYS/CLOSE: 0 i ' Site Details Page-27 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS 0.14 SE MAP ID: 38 SEARCH ID: . 57 DIST/DIR: NAME: CAPE COD BANK&TRUST CO REV: 5/5/03 ADDRESS: 307 MAIN ST IDI: 0-019439 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: TOTAL NUMBER OF TANKS: 1 OWNER INFORMATION OWNER NAME: . CAPE COD BANK&TRUST CO OWNER ADDRESS: 307 MAIN ST HYANNIS MA 02601 1 FACILITY TYPE: OTHER WORK PHONE: (617)775-3500 TANK INFORMATION TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 500 CONTENTS: GASOLINE USE: TANK MATERIAL: STEEL ' TANK TYPE: LEAK DETECTION: PIPE MATERIAL: STEEL ' PIPE TYPE: LEAK DETECTION: Site Details Page-28 Environmental FirstSearch ' Site Detail Report TARGET SITE• 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ID: 54 DIST/DIR: 0.14 SW MAP ID: 37 NAME: BANK OF NEW ENGLAND REV: 5/5/03 ADDRESS: 442 MAIN ST IDI: 0-001047 HYANNIS MA N601 ID2: 1922 STATUS: CONTACT: PHONE: i TOTAL NUMBER OF TANKS: 1 ' OWNER INFORMATION OWNER NAME: BANK OF NEW ENGLAND OWNER ADDRESS: 34 SCHOOL ST BROCKTON MA 02301 FACILITY TYPE: OTHER WORK PHONE: (617)772-0925 TANK INFORMATION TANK NUMBER: 1 TANK STATUS: REMOVED SERIAL NUMBER: ABOVE GROUND: N CAPACTTY(GAL): 3000 ' CONTENTS: FUEL OIL USE: TANK MATERIAL: STEEL TANK TYPE: ' LEAK DETECTION: PIPE MATERIAL: PIPE TYPE: ' LEAK DETECTION: ' Site Details Page-29 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777. ' HYANNIS MA 02601 MONAGHAN STATE SPILLS SITE ' SEARCH ID: 23 DISUDIR: 0.16 NW MAP ID: 18 ' NAME: BEN S AUTO REPAIR BDP REV: 1/29/01 ADDRESS: 5 CHARLES ST. HYN IDI: 4-0000393 BARNSTABLE MA 02601 ID2: STATUS: NFA ' CONTACT: PHONE: SITE INFORMATION ' LTBI: 7i 15/87 CONFIRMED: DELETED: REMOVED: ' CATEGORY: 21E STATUS: NFA DATE: 7/15/87, 21E DATE: 8/2/95 PHASE: NO PHASE HAZMAT TYPE: HAZARDOUS MATERIAL ' RAO CLASS: LOCATION TYPE:. ' SOURCE: SITE DESCRIPTION: SITE ACTIONS TS DATE: 19950802 00:00:00 AUL RESTRICTION: LSPd RA STATUS: RAS TYPE: DEP-NFA RAO CLASS: ' Site Details Page-30 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 tHYANNIS MA 02601 MONAGHAN FINDS SITE I ' SEARCH ID:. 15 DIST/DIR: 0.16 SE MAP ID: 14 ' NAME: SCUDER&TAYLOR OIL CO INC REV ADDRESS: 36 OCEAN ST ID1: MAD985317197 HYANNIS MA 02601 ID2: STATUS: CONTACT: PHONE: RCRIS MAD019413582 ' PCS : AFS/AIRS SSTS CERCLIS NCDB t ENF DOCKET CONTR LIST CRIM DOCKET FFIS CICIS t STATE PADS TRIS ' UNKNOWN 1 ' Site Details Page-31 Environmental FirstSearch Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN ' FINDS SITE SEARCH ID: 14 DIST/DIR: 0.16 SW MAP ID: 6 NAME: PHOTOWORKS RED': ' ADDRESS: 88 N ST IDI: MA0001136993 HYANNIS MA 02601 ID2: STATUS: CONTACT: PHONE: ' RCRIS MAR000005751 PCs ' AFS/AIRS .SSTS CERCLIS NCDB ' ENF DOCKET CONTR LIST CRIM DOCKET FFIS '. CICIS STATE PADS TRIS D&B UNKNOWN 1 ' Site Details Page-32 Environmental FirstSearch ' Site Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 ' HYANNIS MA 02601 MONAGHAN FINDS SITE I ' SEARCH ID: 10 DIST/DIIt: 0.17 NE MAP ID: 4 ' NAME: EMERSON CLEANERS INC REV: ADDRESS: 18 CENTER ST IDl: MAD082300344 BARNSTABLE MA 02601 ID2: STATUS: ' CONTACT: PHONE: RCRIS MAD082300344 ' PCS AFS/AIRS SSTS CERCLIS ' NCDB ENF DOCKET CONTR LIST CRIM DOCKET FFIS ' CICIS STATE PADS TRIS t D&B UNKNOWN 1 ' Site Details Page-33 Environmental FirstSearch tSite Detail Report TARGET SITE: 37 BARNSTABLE ROAD JOB: B003-3777 HYANNIS MA 02601 MONAGHAN REGISTERED UNDERGROUND STORAGE TANKS ' SEARCH ID: 61 DIST/DIR: 0.10 SE MAP ID: 40 ' NAME: XTRA FUELS REV: 5/5/03 ADDRESS: 300 W MAIN ST ID1: 0-001074 HYANNIS MA 02601 ID2: 1922 STATUS: CONTACT: PHONE: SERIAL NUMBER: ABOVE GROUND: N CAPACITY(GAL): 6000 ' CONTENTS: GASOLINE USE: MV TANK MATERIAL: STEEL TANK TYPE: tLEAK DETECTION: Inventory Record-Keeping PIPE MATERIAL: STEEL PIPE TYPE: I ' LEAK DETECTION: TANK NUMBER: 4 ' TANK STATUS: IN USE SERIAL NUMBER: ABOVE GROUND: . N CAPACITY(GAL): 18000 CONTENTS: DIESEL ' USE: MV TANK MATERIAL: CATHODIC TANK TYPE: 2 WALLS LEAK DETECTION: Interstitial Monitoring ' PIPE MATERIAL: REINFORCED PIPE TYPE: 2 WALLS LEAK DETECTION: Interstitial Space Monitor I' I 1 ' Site Details Page-8 �Ls M NWagMW'z l r Baku r�°»GS vt °.tpp ':p ;WE ;a h �N W V.. C I Site/Repo rtal bl. e ReleaseLook Up � • RTN: 4-17060 4 • Site Name[Location Aid: • Street: • City: • Status: • Chemical Type: h z � � II Search Results Release o G Site Tracking Release Reporting Notification Compliance RAO Chemi4d T City/Town Name/Location Date Phase Number Address Category Date Status Class Ty� T i! (RTN) Aid o NORTH AND NO o :, 4- BARNSTABLE- BARNSTABLE LOCATION TWO HR. 05/17/2002 TIER 1D OS/26/2003 0,� 0017060 HYANNIS RD AID 9 Total of 00 http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 11/6/03 Results from MA DEP BWSC Site List Search Page 1 of 10 . f y.x ( {i t From 17C s To: ` T E7.REVIEW&COMMENT O ACTION Site/Reportable Release Look U P • RTN: _ • Site:Name/Location Aid: • Street: • City: BARNSTABLE- HYANNIS • Status: i . • Chemical Type: Search .Results Release Tracking j Number City/Town Release Address Site Name/Location. Reporting p ng Notification Compliance (RTN) Aid Category Date Status Date Phase C 4- BARNSTABLE- 0000368 HYANNIS 157 AIRPORT RD CYPRUS REALTY TRUST BAP N 'i ONE 07/15/1987 DEPND a S 08/22/1996 4- BARNSTABLE- `AIRPORT RD �Y BLACKBURN AUTO SALVAGE NO 07/15/1991 TIER I C 08/22/2000 PHASE Results from MA DEP BWSC Site List Search Page 2 of 10 0001081 HYANNIS II f: BAP I� 4- BARNSTABLE- 70-84 AIRPORT RD PACKAGING II 0001080 HYANNIS INDUSTRIAL PLANTS 12 3 NONE 07/15/199, GROUP FMR RAO 08/13/2001 PHIISE 4- BARNSTABLE- 0010573 HYANNIS AIRPORT ROTARY SHELL STATION 72 HR .06/23/1994 RAO 4- BARNSTABLE- 6 AIRPORT WAY 10/17/1994 0011270 HYANNIS NEAR END OF ` (REAR)4 MARY DUNN RD TWO HR 04/06/1995 RAO -134 HYANNIS OF BARNSTABLE- 345 ARROWHEAD AT CORNER 04/08/1996 0012 { ` DR TEVYAN RD TWO HR O510511996 TIER I O5/12/I997 4- BARNSTABLE- 'I 0013685 HYANNIS ATTUCKS WAY TRANSFORMER VAULT TWO HR .02/18/1998 RAO 04/15/1998 BARNSTABLE 4- BARNSTABLE- 1 0014860 HYANNIS MUNICIPAL CAPE FLIGHT AIRPORT AREA TWO HR 07/14/1999 RAO 4- BARNSTABLE- 100 BARNSTABLE WARREN BU 07/14/1999 1 0000027 HYANNIS RD BDP ICK NONE O1/31/1985 t BARNSTABLE- 112 BARNSTABLE GETTY SERVICERAO. 03/31/1997 001059 HYANNIS RD STATION 120 DY 4- 07/09/1998 RAO 07/09/1999 a BARNSTABLE- 11213ARNSTABLEII GETTY SERVICE [ 0014685 HYANNIS RD "I STA 120 DY 04/22/1999, 4- BARNSTABLE- 123 BARNSTABLE NO•LOCATION RAO 07/09/1999 0018174 HYANNIS RD AID 120 DY 12/17/2003 4- BARNSTABLE- 37 BARNSTABLE RAO 12/17/2003 1 0018458 HYANNIS NO LOCATION AID 120 DY O5/24/2004 UNCLASSIFIED OS/24/2004 4- BARNSTABLE- 480 BARNSTABLE s 0011841 HYANNIS NO LOCATION RD AID 120 DY 12/01/1995 RTN CLOSED 12/18/1996 4- BARNSTABLE- 480 BARNSTABLE 0014472 HYANNIS RD AIRPORT TWO HR O1/23/1999 RAC 06/28/1999 ' 4- BARNSTABLE- 528 BEARSES I 0000717 HYANNIS WAY TIRRELL 120 RADIATOR SHOP DY 10/15/1989 RAO 12/09/20.02 Fi Results from MA DEP BWSC Site List Search Page 3 of 10 I I BAP { 4- BARNSTABLE- BOARDMAN- BARNSTABLE I� I II BARNS TABLE L��----J 0000823 HYANNIS POLANDO FLD NONE 11/10/1989 AIRPORT TIER I 10/11/1994 PHASE 4- BARNSTABLE- 0010059 HYANNIS 44 BODICK RD CAPE DAIRY TWO HR 10/ V 1 28/1993 4- BARNSTABLE- 1.00 BREEDS HILL THE CAPE COD RAO 61/31/1995 0000937 HYANNIS [ CO NONE 06/19/1990 TIER 1A 4- BARNSTABLE- 12/01/1994 0015370 HYANNIS 33 BROOKS RD PARCEL 125 TWO HR 03/20/2000 RTN CLOSED 03/20/2000 4- BARNSTABLE- ATWOOD OIL 0000824 HYANNIS 33 BROOKS RD (HUBBARIj OIL NONE 11/01/1989 REMO COINC) PS 01/07/2004 PHASE 4` BARNSTABLE= 0017095 HYANNIS CALMUS BCH DUNBAR POINT TWO HR 05/31/2002 ADEQUATE 4- BARNSTABLE- SHELL SERVICE REG 05/31/2002 a 0001179 HYANNIS 381 CAMP ST STATION/WILLOW NONE 07/15/1992 �p PHASE 4- HYANNIS BARNSTABLE- ST SHELL OS/O1/2001 381 CAMP ST NO LOCATION V 0014213 120 DY AID 09/25/1998 RTN CLOSED 1.0/O1/1999 0010287 HYANNIS 74 CAMP ST NO LOCATION AID 72 HR 02/18/1994 4- BARNSTABLE- RAO 05/11/1995 { 18 CENTER ST NO LOCATION `0010971 HYANNIS .AID 120 DY 11/09/1 994 RAO 10/17/2000 Nil 4- BARNSTABLE- } CENTER ST BARNSTABLE RD TWO HR 0 0016853 HYANNIS � 1/24/2002 4- BARNSTABLE- RAO 02/22/2002 0000383 HYANNIS 5 CHARLES ST BENS AUTO { REPAIR BDP NONE 07/15/1987 DEPNFA 08/02/1.995 4- BARNSTABLE- 0016741 HYANNIS 33 CHASE ST RESIDENCE TWO HR 11/13/2001 RAO 12/02/2002 4- BARNSTABLE- [ 44 NO LOCATION Results from MA DEP BWSC Site List Search Page 4 of 10 0014565 HYANNIS COMMUNICATION AVE AID TWO HR 02/25/1999 RAO 4- BARNSTABLE- 04/06/1999 109 I ` 0000890 HYANNIS CORPORATION CORPORATION L RD PLAZA NONE 04/15/1990 4- 'BARNSTABLE- 30 CORPORATION NEVADA BOBS RAO 09/O1/2000 PHASE 0000782 HYANNISIV RD BDP NONE 09/11/1989 4- BARNSTABLE- 7 CORPORATION 07/23/1993 0014148 HYANNIS RD NO LOCATION DEPNFA AID 120 DY 05/04/1998 RAO Nil] 4- BARNSTABLE- CPE COD MALL GIBBS SER 12/22/1998 0000898 HYANNIS VICE RTE 132 STATION FMR NONE 04/15/1990 RAO ' 05/30/1997 4- BARNSTABLE- CPE COD MALL � 0000899 HYANNIS SEARS RTE 132 AUTOMOTIVE NONE 07/15/1990 CENTER RAO 07/31/1997 ii 4- BARNSTABLE- 272 CRAIGVILLE NO LOCATION 1 0018130 HYANNIS � BEACH RD AID 72 HR 11/17/2003 RAO 4- BARNSTABLE- BARNSTABLE O1/OS/2004 0012687 HYANNIS EAST RAMP MUNICIPAL 120 DY 12/02/1,996 RTN CLOSED 4- BARNSTABLE- 0 AIRPORT 04/06/1999 013121 HYANNIS 17 ELM AVE P&B STREET RAILWAY 120 DY 06/23/1997 RAO II 4- BARNSTABLE- 06/22/1998 0010175 HyANNIS 63 ENTERPRISE ST LARRYS 4- BARNSTABLE- 317 FALMOUTH ``ALIGNMENT TWO HR O1/02/1994 RAO 07/0 T/1994 0010415 HYANNIS RTE 28 AT 4- BEARES WAY 120 DY 04/04/1994 RAO BARNSTABLE- 825 FALMOUTH 04/28/1998 PHASE 0015762 HYANNIS NIOR CENTER TWO HR . 09/18/2000 III RD SE ` it 4- BARNSTABLE- RAO 12/217/2000 0013502 HYANNIS FERNDOCK RD LAIDLAW BUS 4- BARNSTABLE- 13 G CO. TWO HR 11/21/1997 RAO GENERAL 12/18/1997 C 0012941 HYANNIS NO LOCATION r----� PATTON DR AlD TWO HR 04/04/1997 RA 03/13/1998 Results from MA DEP BWSC Site List Search Page 5 of 10 4- BARNSTABLE-11 23 GENERAL 0010142 HYANNIS 11 NO LOCATION PATTON DR AID TWO HR 12/10/1993p 4- BARNSTABLE- 31 GENERAL 03/25/1994 0012683 HYANNIS PATTON NO LOCATION L` DR AID TWO HR 12/01/1996 4- BARNSTABLE- RAO 03/31/1997 0011320 HYANNIS 281 GOSNOLD ST NO LOCATION AID 120 DY 04/21/1995 RAO 02/06/1996 4- BARNSTABLE- 0016597 HyANNIS 10 HADAWAY RD SUN FREIGHTC CO 72 HR 09/26/2001 TIER 1 C m { 4- BARNSTABLE- 11 HIGH SCHOOL SOUTH END O 10/08/2002 0011085 HYANNIS RD MAIN ST. F 72 HR 01/02/1995 RAO 03/17 � 4- BARNSTABLE- NO LOCATION /1995 0016090 HYANNIS 252 HINCKLEY RD AID 120 DY 02/23/2001 4- BARNSTABLE- RAO 12/20/2001 0010187 HYANNIS 16 HINKLEY RD MOTOR VEHICLE 4- BARNSTABLE- GARAGE TWO HR 01/06/1994 RAO 06/07/1994 0017132 HYANNIS HYANNIS HBR NO LOCATION ` AID TWO HR 06/22/2002 ADEQUATE 4- BARNSTABLE- 65 IZEG 06/22/2002 0010054 HYANNIS INDEPENDENCE STOP P & SHOP TWO HR 11/03/1993 RAO 01/27/1994 4- BARNSTABLE- 65 ` 0010094 HYANNIS INDEPENRDENCE STOP & SHOP TWO HR 11/24/1993 RAO 01/24/1994 4- BARNSTABLE- 1 ;} 0016708 HYANNIS INNER HBR INNER HARBOR TWO HR 12/10/2001 ADEQUATE CI 4- BARNSTABLE- O L REG 12/10/2001 0016914 HYANNIS INNER HBR NO AID TWO HR 02/27/2002 ADEQUATE '! 4- BARNSTABLE- 590 IYANNOUGH SHELL STATION REG 02/27/2002 0018156 HYANNIS 120 DY 11/24/2003 �p #137772 03/16/2004 4- BARNSTABLE- 1140 IYANOUGH TEXACO SERVICE ` 0016161 HYANNIS 72 HR 04/OS/2001 RTN CLOSED STATION OSED 06/12/2001 4- BARNSTABLE- 1171 IYANOUGH NO LOCATION h 00�1_0850 HYANNIS RD AID 72 HR 10/14/1994 REMOPS 11/17/2003 PHV SE h —� ....,.: Results from MA DEP BWSC Site List Search Page 6 of 10 4- BARNSTABLE-11 1180IYANOUGH 0001289 OLD D HA A RB HYANNIS �j OR 4_ CANDLE CO FM NONE 07/15/19 BARNSTABLE- 156IYA R 93 RAO 07/25/IYANOUGH 1997 0013422 H BARNST ] HYANNIS � ABLE 4- BARNSTABLE- 156IYAN MOBIL STATION 72 HR 10/09/1997 TIER IC IYANOUGH 10/16/1998 PHASE 0015997 HYANNIS AIRPORT IV RD MOBI L TW 4- BARNSTABLE- 156 IYANOUGH MOBIL SERVICE p HR 01/23/2001. RTN CLOSED 06/01/2001. 0000862 HYANNIS RD 4- BARNSTABLE- 1801Y STATION CE NONE O1/15/1990 RAO 0000716 HyANN IYANOUGH NELSON COAL 12/29/1994 1 S OIL INC & NONE 05/23/1989 DPS PHASE � 4- BARNSTABLE- 230IYANOUGH ' 07/10/2002 0000392 HYANNIS BP SERVICE IV III RD STATION NONE 07/15/1987 DPS 4- BARNSTABLE- 258IYANOUGH CHARTER 11/06/2002 0000026 HYANNIS RD STATION NO. 6843 NONE NE O1/15/1987 TIER 1 C PHASE 4- BARNSTABLE- 43-55IYANOUGH 06/05/2002 0016577 HYANNIS IV RD BAGEL PORT 72 HR 08/15/2001 RTN C 4- BARNSTABLE- 590 IYANOUGH SHELL SERVI 15/2002 i 0017651 HYANNIS CE LOSED Og/ STA 72 HR 4- BARNSTABLE- 590 IYA 02/11/2003 TIER I 12/22/2003 NOUGH SHELL SERVICE PHASE 0000793 HYANNIS RD 4- BARNSTABLE- 599IYANOUGH STATION NONE 10/15/1989 �p 0000461 HYANNIS � BO;UY S REALTY 11/13/1996 BDP NONE 01/15/1988 DEPNDS 4- BARNSTABLE- 07/23/1993 0015250 HYANNIS 232 MAIN ST COLONIAL 'j 4- BARNSTABLE- CANDLE TWO HR 02/01/2000 �p 04/05/2000 0000878 HYANNIS 232 MAIN ST COLONIAL 4- BARNSTABLE- CANDLE BDP NONE 07/15/1993 p 000047 2 BRAD 06/05/1998 1 7 HYANNIS 42 MAIN ST LEYS DRY [ 4- 426 MAIN ST PAINE-WE13BARNSTABLE- CLEANER BDP NONE 01/15/1988 RAp 0017628 HYANNIS 07/18/2000 1 r BER TWO HR 02/10/2003 I —4- BARNSTABLE- �p04/16/2003 ROBERTS [ I--1 PHASE Results from MA DEP BWSC Site List Search Page 7 of 10 0001126 HYANNIS I 645 MAIN ST CLEANERS FMR ONE 11/01/1991 4- BARNSTABLE- RAO 08/05/1998 JL 0013857 HYANNIS 725 MAIN ST NO LOCATION II AID 120 DY 05/06/1998 RAO OS/06/1998 'i 4- BARNSTABLE- 0000222 HYANNIS 725 MAIN ST CHEVRON GULF FACILITY FMR NONE 07/03/1986 WCSPRM 07/06/1993 4- BARNSTABLE- 0012608 HYANNIS MARY DUNK RD STEAMSHIP AUTHORITY TWO HR 10/29/1996 RAO 4- BARNSTABLE- 01/031/1997 1 0000190 HYANNIS MARY DUNN RD BARNSTABLE FIRE TRAINING NONE 08/25/1986 RAO PHASE 06/01/2001 V 4- BARNSTABLE- NORTH AND i 0017060 HYANNIS BARNSTABLE RD NO LOACI,ATION TWO HR 05/17/2002 TIER 1D 4- BARNSTABLE- 05/26/2003 0013581 HYANNIS 149 NORTH ST :MUTUAL STATION#73 TWO HR 01/10/1998 RAO 04/09/1.998 4- BARNSTABLE- 1 149 NORTH ST MUTUAL GAS 0017939 HYANNIS STATION 10 TWO HR 08/O1/2003 RAO 4- BARNSTABLE- 24 FORMER T FMR /08/2003 0018071 HYANNIS0 NORTH ST EXACO I BARNSTAB SERVICE STATION 120 by 10/07/2003 RAO 10/07/2003 4- LE- l 0010273 HYANNIS 46 NORTH ST [ NYNEX 72 HR 02/10/1994 4- BARNSTABLE- RAO 0 111 3/1 997 PHASE[II 1 0016083 HYANNIS OCEAN ST PIER 1 TWO HR 03/04/2001 ADEQUATE 4- BARNSTABLE- REG 03/04/2001 0016148 HYANNIS OFF OCEAN ST FERRY TERMINAL TWO HR 03/29/2001 ADEQUATE 4- BARNSTABLE- 143 OLD REG 03/29/2001 0016335 HYANNIS YARMOUTH RD AUTOM TIS OTIVE TWO HR 05/21/2001 RAO 10/25/2002 4- BARNSTABLE- 143 OLD WARDICK 0000991 HYANNIS YARMOUTH RD REALTY TRUST NONE 01/15/1991 DEPNDS BDP 07/23/1993 4- BARNSTABLE- 47 OLD �0000976 HYANNIS YARMOUTH RD BAP PROPERTY NONE 09/19/1990 D EPNFA 05/24/1996 �BARNSTABLE- NO LOCATION j lmwlttplinww.�anAml— Results from MA DEP BWSC Site List Search Page 8 of 10 r - 0017126 I HYANNIS 27 PARK ST AID 120 DY 06/11/2002 I TIER 2 106/18/2003 4- BARNSTABLE- CAPE COD HYANNIS H OSPITAL 27 PARK ST 72 HR 08/25/2003 UNCLASSIFIED 08/25/2003 0017986 75 4- BARNSTABLE- PERSEVERENCE AUBURN WIRE CO TWO HR 11/10/19.94 RAO 01/09/1995 0010888 HYANNIS WAY 4- BARNSTABLE-. PERSEVERENCE PACKAGING 0000938 HYANNIS WAY POINT 5 INDUSTRIES NONE 06/12/1990 DEPNDS 04/19/1994 GROUP BAP 4- BARNSTABLE- CANDLE 0000435 HYANNIS 24 PLANT RD COMPANY FMR NONE 011/15/1988 LSPNFA 07/29/1996 BAP 4- BARNSTABLE- EDUCATION 0010348 'HYANNIS 71 PLEASANT ST INTERVENTION TWO HR 03/17/1994 RAO 04/O1/1994 CTR 4- BARNSTABLE= NO LOCATION 1471 RT 132 72 HR 07/11/1994 RTN CLOSED 05/24/1995 0010603 HYANNIS AID 4- BARNSTABLE- FESTIVAL AT 0016283 HYANNIS 1070 RTE 132 HYANNIS 120 DY 06/04/2001 DPS 06/04/2001 4- BARNSTABLE- PHASE 1140 RTE 132 TEXACO STATION 120 DY 04/06/1995 TIER 1C 04/09/1996; 0011301 HYANNIS IV BARNSTABLE- CUMBERLAND 0010952 HYANNIS 1171 RTE 132 FARMS 72 HR L1/25/1994 RAO Ol/24/1995 Cl 4- BARNSTABLE- NO LOCATION 1171 RTE 132 TWO HR 02/16/1995 RTN CLOSED 12/03/1996 0011140 HYANNIS AID 4- BARNSTABLE- RTE 132 POLE 150/86 TWO HR 11/06/1998 RAO O1/OS/1999 0014312 HYANNIS 4- BARNSTABLE- CAPE COD MALL RTE 132 TWO HR 08/16/200.1 RAO 11/20/2001 0016505 HYANNIS PARKING LOT C� 4- MOBIL BARNSTABLE- RTE 132 1449 STATION PHASE NONE 07/01/1986 REMOPS 06/30/2003 0000214 HYANNIS IYANOUGH RDF IF IF F #01-QJN V oa _ h�xnz ce �cri_l�n/�rnr_ A�A Results from MA DEP BWSC Site List Search Page 9 of 10 4- BARNSTABLE- RTE 132 CPE COD BEHIND SEARS TWO HR OS/25/1999 RAO L07/29/19J99HYANNIS MALLL u 00 5365 BARN ANNIS E RTE 28 PARKIN T .] 1 TWO HR 03/17/2000 RAO 07/14/2000 L 4- BARNSTABLE-F. RTE 6 W EXIT 6 TWO HR 08/12/2001 RAO 10/10/2001 0016491 HYANNIS 4- BARNSTABLE- 110 SCHOOL ST PARCEL 121 120 DY 08/19/2002 DPS 04/24/2003 PH HYANNIS I SE 0017302 I 4- BARNSTABI, STEAMSHIP 141 SCHOOL ST TWO HR 06/22/1999 0014802 HYANNIS AUTHORITY RAO [08/30/1999 1 C 4- BARNSTABI, F21 SCHOOL ST SOUTH ST DOCK TWO HR 07/31/1996 RAO 11/29/1996 0012393 HYANNIS L 4= BARNSTABI, NO.LOCATION 0017555 HYANNIS F50 SOUMI RD AID TWO HR 01/14/2003 TIER 1D O1/21/2004 4- BARNSTABI, EXXON STATION PHASE 484 SOUTH ST NONE 07/15/1993 RAO 12/15/1997 0001301 HYANNIS 3 5751 III [ 4- BARNSTABLE- ROADHOUSE 488-504 SOUTH ST NONE 10/1.5/1988 WCSPRM 03/14/1995 0000582 HYANNIS CAFE 4- BARNSTABLE- 0014306 HY STABI 181 SPRING.ST OFF RTE 28 120 DY 11/02/1998 RAO 04/08/199 9 C 4- BARNSTABLE- 69 STUDLEY RD OFF OCEAN AVE 72 HR 04/04/1994 RAO. 06/06/1 994 Y 0010375 H ANNIS 00 0112 B HYANNIS STABI, 42 WAR HOUSE OFF RTE 28 TWO HR 11/30/1993 RAO 03/14/1997 4- BARNSTABLE- SUNOCO 14 WEST MAIN ST NONE 10/01/1993 RAO 1�5/01/1991FPiiX`SE9 0001338 HYANNIS FACILITY III C 4- BARNSTABLE- 395 WEST MAIN CUMBERLAND PHASE 72 HR 10/16/1998 REMOPS 02/23/2004 0014257 HYANNIS ST FARMS V 4- BARNSTABLE- 395 WEST MAIN NO.LOCATION 72 HR 10/11/2002 RTN CLOSED 12/11/2002 0017412 HYANNIS ST AID 4- BARNSTABLE- 577 WEST MAIN NOLOCATION PHASE IL12 HR 12/10/2001 TIER 1C 11/04/2002 0016772 HYANNIS ST AID II Results from MA DEP BWSC Site List Search Page 10 of 10 I 4- BARNSTABLE- 201 YARMOUTH COTTON PI u CKIN NONE I 01/15/1990 DPS 04/17/1997 0000852 HYANNIS RD TS IL BARNSTABLE- 26 YARMOUTH RD RESIDENTIAL 72 HR 12/16/1996 RAO 03/05/1997 0012714 HYANNIS � C 4- BARNSTABLE- 279 YARMOUTH ROBIES NONE 06/14/1990 RAO 06/02/1997 ) 0000934 HYANNIS RD REFRIGERATION BARNSTABLE- 460 YARMOUTH PURITAN NONE O1/15/1987 DEPNFA 07/23/1993 0000251 HYANNIS RD PONTIAC BDP. �� 4- BARNSTABLE- 556 YARMOUTH AIRPORT MOTORS PHASE 0000873 HYANNIS RD INC BAP NONE 04/15/1990 REMOPS` 12/23/2002 V Total of 123 Records Matched. � � Definit SearchA alnons [Contact: dbakely@state.ma.us] [Sites] [BWSC Publications] [BWSC Home] [DEP Home][Private Policy] ;� .... View of site from the east, across Barnstable Road. Kral WRM, J5` nt. r -9Li i ' View of Site from south,from across North Street. g Y ,n ....:..a...-ter-phi-i 275-gallon fuel oil AST located at site,North of the site building. a P - : j Results from MA DEP BWSC Site List Search Page 2 of 2 Records a[ Matched. W Cn Search- A�;ain Definitions [Contact: dbakelygstate.ma.us] [Sites] [BWSC Publications] [BWSC Home] ,[DE Home][Privacy Policy] 0 0 v 0 �z z �o 22 h"wwAWte.njW/cgjjjjdep jW Voi _ : 1 3 RRWs fr#ZA W BAWRSiteW SeAW M 0"ge 11W0 M li 1 i r v I Site/1"veportable Re ease Look UP . RTN: - I • Site Name/Location Aid: • Street: • City: BARNSTABLE- HYANNIS • ,Status: • Chemical Type: Search. . . . Results Release Tracking Site Name/Location Reporting Notification Compliance R City/Town. Release Address Date Phase Number Aid Category Date Status C (RTC BARNSTABLE- 480 BARNSTABLE AIRPORT TWO HR 1/23/199.9 RAO 6/28/1999 0014472 HYANNIS RD C 4- BARNSTABLE- 156 IYANOUGH AIRPORT MOBIL TWO HR 1/23/2001 RTN CLOSED 6/1/2001 0015997 HYANNIS RD http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 ResuTts from NIA BW"Site ist Sear- cl M Page 2 of 10 0000873 BAHYANNIBS E- 556 YAK OiJTH MAOTORS 4/15/1990 REMOPHVSEJAIRPORTu 4- BARNSTABLE- 345 ARROWHEAD AT CORNER OF HYANN TWO HR 5/5/1996 DEF TIER 1B 5/12/1997 ' 0012134 IS DR TEVYAN RD 4- BARNSTABLE- ATWOOD OIL PHASE 0000824 HYANNIS 33 BROOKS RD (HUBBARD OIL NONE 11/1/1989 TIER 1C 8/9/1996 IV CO INC) 4- BARNSTABLE- 75 0010888 HYANNIS PERSEVERENCE AUBURN WIRE CO TWO HR 11/10/1994 RAO 1/9/1995 WAY 4- BARNSTABLE- 43-55 IYANOUGH BAGEL PORT 72 HR 8/15/2001 RTN CLOSED 8/15/2002 0016577 HYANNIS RD 4- BARNSTABLE- 47 OLD BAP PROPERTY NONE 9/19/1990 DEPNFA 5/24/1996 0000976 HYANNIS YARMOUTH RD 4- BARNSTABLE- BOARDMAN- BARNSTABLE HYANNIS POLANDO FLD AIRPORT NONE 11/10/1989 TIER 1B 10/11/1994 PHASE 00.00823 V 4- BARNSTABLE- MARY DUNN RD BARNSTABLE NONE 8/25/1986' RAO 6/1/2001 PHASE 0000190 HYANNIS FIRE TRAINING V ` 4- BARNSTABLE-ir 1561YANOUGH-1 BARNSTABLE PHASE 72 HR 10/9/1997 TIER 1C 10/16/1998 0013422 HYANNIS RD MOBIL STATION � � IV 4- BARNSTABLE- BARNSTABLE 0012687 HYANNIS EAST RAMP MUNICIPAL . 120 DY 12/2/1996 RTN CLOSED 4/6/1999 AIRPORT 4- BARNSTABLE- CENTER ST BARNSTABLE RD TWO HR 1/24/2002 RAO 2/22/2002 f 0016853 HYANNIS 4 BARNSTABLE- RTE 132 CPE COD BEHIND SEARS TWO HR 5/25/1999 RAO 7/29/1999 0014747 HYANNIS MALL 4= BARNSTABLE- BENS AUTO 5 CHARLES ST NONE 7/15/1987 DEPNFA 8/2/1995 0000383 HYANNIs REPAIR BDP http://Www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 MMF IWts AWN4A9% BMF Site ist Searc M M M M M M M M M age o 10 I, F I I 4- BARNSTABLE- 599 IYANOUGH BOUY S REALTY 0000461 HYANNIS RD BDP NONE 1/15/1988 DEPNDS 7/23/1993 0000392 BAHYANNBS E- 230 IYA�NOUGH BSTAI ONSERVICE, NONE 7/15/1987 DPS 11/6/2002 ' 4- BARNSTABLE- 242 MAIN ST BRADLEYS DRY NONE 1/15/1988 RAO 7/18/2000 l 0000477 HYANNIS CLEANER BDP C 4- BARNSTABLE- CANDLE 0000435 HYANNIS 24 PLANT RD COMPANY FMR NONE 1/15/1988 LSPNFA 7/29/1996 BAP BARNSTABLE- Ir APE COD MALL 0016505 HYANNIS RTE 132 PARKING LOT TWO HR 8/16/2001 RAO 11/20/2001 4- BARNSTABLE- 0010059 HYANNIS 44 BODICK RD CAPE DAIRY TWO HR 10/28/1993 RAO 1/31/1995 4- BARNSTABLE- BARNSTABLE CAPE FLIGHT MUNICIPAL TWO HR 7/1.4/1999 RAO 7/14/1999 0014860 HYANNIS. AREA AIRPORT 4- BARNSTABLE- 258IYANOUGH CHARTER STATION. NO. 6843 NONE 1/15/1987 TIER 1A 10/28/1994 PHASE 0000026 HYANNIS RD IV FMR 4- BARNSTABLE- CHEVRON GULF [ T 725 MAIN ST NONE 7/3/1986. WCSPRM 7/6/1993 0000222 HYANNIS FACILITY FMR 4- BARNSTABLE- COLONIAL 232 MAIN ST FE�� 2/1/2000 RAO 4/5/2000 0015250 HYANNIS ` CANDLELl 4= BARNSTABLE- 232 MAIN ST COLONIAL NONE 7/15/1993 RAO 6/5/1998 l 0000878 HYANNIS CANDLE BDP 4- BARNSTABLE- 109 CORPORATION PHASE CORPORATION NONE 4/15/1990 RAO 9/1/2000 0000890 HYANNIS RD PLAZA IV E 4- BARNSTABLE- 201 YARMOUTH COTTON PIC HYANNIS RD TS NONE 1/15/1990 DPS 4/17/1997 0000852 4- BARNSTABLE- CUMBERLAND 1171 RTE 132 72 HR 11/25/1994 RAO 1/24/1995 ] 0010952 HYANNIS FARMS http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 i r RWs AIR4A RP BNMPSitelff SAW ~ M M M M M M S M 11%ge 10 M 00 4257 B HYANNBS E- 395 WESTT MAIN CU FBA AND 72 HR 10/16/1998 TIER 1 C LO/25/1999 PH VSE u�� , 4- BARNSTABLE- CYPRUS REALTY 157 AIRPORT RD NONE 7/15/1987J. DEPNDS 8/22/1996 ' 0000368 HYANNIS TRUST BAP 4- BARNSTABLE- CALMUS BCH DUNBAR POINT TWO HR 5/31/2002 ADEQUATE 5/31/2002 0017095 HYANNIS REG 4- BARNSTABLE- EDUCATION 0010348 HYANNIS 71 PLEASANT ST INTERVENTION TWO HR 3/17/1994 RAO 4/1/1994 CTR 4- BARNSTABLE- RTE 6 W EXIT 6 TWO HR 8/12/2001. RAO 10/10/2001 0016491 HYANNIS F, 4 BARNSTABLE- EXXON STATION PHASE 0001301 HYANNIS 484 SOUTH ST 3 5751 NONE 7/15/1993 RAO 12/15/1997 III BARNSTABLE- OFF OCEAN ST FERRY TERMINAL TWO HR 3/29/2001 ADEQUATE 3/29/2001 0016148 HYANNIS REG i 4- BARNSTABLE- FESTIVAL AT 1070 RTE 132 120 DY 6/4/2001 DPS 0016283 HYANNIS HYANNIS BARNSTABLE- 112 BARNSTABLE GETTY SERVICE 120 D.Y 4/22/1999 RAO 7/9/1999 0014685 HYANNIS RD STA ` 4- BARNSTABLE- 112 BARNSTABLE GETTY SERVICE 120 DY 7/9/1998 RAO 7/9/1999 0014059 HYANNIS RD STATION ` 4 BARNSTABLE- CPE COD MALL GIBBS SERVICE NONE 4/15/1990 RAO 5/30/1997 0000898 HYANNIS RTE 132 STATION FMR ` 4- BAR ANNIS E- INNER HBR INNER HARBOR TWO HR 12/10/2001 ADEQUATE 12/10/2001 0016708 HYANNIS REG 4- BARNSTABLE FERN - LAIDLAW BUS TWO HR DOCK RD 11/21/1997 RAO 12/18/1997 0013502 HYANNIS CO. l� 4- BARNSTABLE- LARRYS 0010175 HYANNIS 63 ENTERPRISE ST ALIGNMENT TWO HR 1/2/1994 RAOARNSTABL 7/1/1994 00 0862 B HYANNIS E- 156 IYANOUGH MOBIL. RD TATIONSERVICE NONE 1/15/1990 RAO 12/29/1994 http://www.state.ma.us/egi-bin/dep/wscreport.cgi 7/15/03 �■r R'ersuli s fmMIA D B�Site �is Sear�c r r r r : M M "age rM 0r■ 4- BARNSTABLE- RTE 132 1449. MOBIL STATION JPHASE 0000214 HYANNIS IYANOUGH RD I #01-QJN NO 7/1/1986 REMOPS 12/18/2002 LV 4- BARNSTABLE- MOTOR VEHICLE 0010187 HYANNIS 16 HINKLEY RD GARAGE TWO HR 1/6/1994 RAO 6/7/1994 1 4- BARNSTABLE- MUTUAL 0013581 HYANNIS 149 NORTH ST STATION#73 TWO HR 1/10/1998 RAO 4/9/1998 4 BARNSTABLE- 6 AIRPORT WAY NEAR END OF TWO HR 4/6/1995 RAO 4/8/1996 0011270 HYANNIS (REAR) MARY DUNN RD 4- BARNSTABLE- 180 IYANOUGH NELSON COAL& PHASE 0000716 HYANNIS RD OIL INC NONE 5/2311989 DPS 7/10/2002 IV 4�- BARNSTABLE- 30 CORPORATION NEVADA BOBS NONE 9/11/1989 DEPNFA 7/23/1993 0000782 HYANNIS RD BDP 00 0142 BAHYANNBS E PAT ON DR GENERAL 17O.L AID TION TWO HR 12/10/1993 RAO 3/25/1994 I . L 4- BARNSTABLE- NO LOCATION 74 CAMP ST 72 HR 2/18/1994 RAO 5/11/1995 i 0010287 HYANNIS AID [ 4- BARNSTABLE- NO LOCATION 0010603 HYANNIS 1471 RT 132 AID 72 HR 7/11/1994 . RTN CLOSED 5/24/1995 4- BARNSTABLE- 1171 IYANOUGH NO LOCATION PHASE 72 HR 10/14/1994 REMOPS 2/3/2003 0010850 HYANNIS RD AID VV 4- BARNSTABLE- 18 CENTER ST NO LOCATION 120 DY 11/9/1994 RAO E00 III/20 PHASE 0010971 HYANNIS AID 4- BARNSTABLE- NO LOCATION 1171 RTE 132 TWO HR 2/16/1995 RTN CLOSED 12/3/1996 0011140 HYANNIS AID 4- BARNSTABLE- NO LOCATION 0411320 HYANNIS 281 GOSNOLD ST AID 120 DY 4/21/1995 RAO 2/6/1996 4- BARNSTABLE- 480 BARNSTABLE NO LOCATION 120 DY 12/1/1995 RTN CLOSED 12/18/1996 0011841 HYANNIS RD AID 4- BARNSTABLE-[731 GENERAL LNO LOCATION 0012683 HYANNIS PATTON DR ' AID TWO HR 12/1/1996 RAO 3/31/1997 http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 is rom A B Site ist Searc M Page 6 of 10 4- BARNSTABLE- 13 GENERAL NO LOCATION LT Z WO HR 4/4/199Z RAOHYANNIS PATTON D AID u L, , BARNSTABLE- 1 7 CORPORATION NO LOCATION PHASE 0014148 HYANNIS RD AID 120 DY 5/4/1998 RAO 12/22/1998 III � J 4- BARNSTABLE- NO LOCATION 725 MAIN ST 120 DY 5/6/1998 RAO 5/6/1998 0013857 HYANNIS AID 4- BARNSTABLE- NO LOCATION 381 CAMP S HYANNIS AID T 120 DY 9/25/1998 RTN CLOSED 10/1/1999 0014213 44 4- BARNSTABLE- COMMUNICATION NO LOCATION TWO HR 2/25/1999 RAO 4/6/1999 0014565 HYANNIS AVE AID ` 4- BARNSTABLE- NO LOCATION 0016090 HYANNIS 252 HINCKLEY RD AID 120 DY 2/23/2001 RAO 12/20/2001 4- BARNSTABLE- 577WEST MAIN NO LOCATION PHASE 72 HR 12/10/2001 TIER 1C 11/4/2002 0016772 HYANNIS ST AID II �� BARNSTABLE- NO LOCATION ADEQUATE INNER HBR TWO.HR 2/27/2002 2/27/2002 0016914 HYANNIS AID REG 0017060 B HYANNBS E BARNSTABLE RD NORTH AND NO L AIDTION TWO HR 5/17/2002 DEF TIER 1B 5/26/2003 BARNSTABLE- ` NO LOCATION 27 PARK ST 120 DY 6/11/2002 TIER 2 6/18/2003 0017126 HYANNIs AID 4 BARNSTABLE- NO LOCATION' ADEQUATE 0017132 HYANNIS HYANNIS HBR pl AID TWO HR 6/22/2002 REG 6/22/2002 4- BARNSTABLE- 3951WEST MAIN NO LOCATION 72 HR 10/11/2002 UNCLASSIFIED 10/11/2002 0017412 HYANNIs ST AID 4 BAR HYANNIS E- PHASE HYANNIS 46 NORTH ST NYNEX 72 HR 2/10/1994 RAO 1/13/1997 0010273 � II iL 4- BARNSTABLE- 69 STUDLEY RD OFF OCEAN AVE 72 HR 4/4/1994 RAO 6/6/1994 0010375 HYANNIS 4- BARNSTABLE- 42 WAREHOUSE OFF RTE 28 TWO HR 11/30/T993 RAO 3/14/1997 0010112 HYANNIS RD L F `*_ BARNSTABLE- F IF IF http://www.state.ma.us/cgi-bin/dep/`wscreport.cgi 7/15/03 Results M MDEP BWSC M Site�List Searc M M M M M M M M M N"ge �o from MA 0014306 I HYANNIS SPRING ST II OFF RTE 28 120 D.Y 11 11/2/1998 IL RAO 14/8/1999 L 4- BARNSTABLE- 1180 IYANOUGH OLD HARBOR 0001 HYANNIS RD CANDLE CO FMR NONE 7/15/1993 RAO 7/25/1997 Fi � -- 4- BARNSTABLE- P&&B STREET HYANNIS 17 ELM AVE RAILWAY 120 DY 6/23/1997 RAO 6/22/1998 0013121 4- BARNSTABLE- 70-84 AIRPORT RD PACKAGING PHASE 0001080 HYANNIS PLANTS 1 2 3 INDUSTRIAL NONE 7/15/1991 RAO 8/13/2001 III ` GROUP FMR 4- BARNSTABLE- PERSEVERENCE PACKAGING 000093.8 HYANNIS WAY POINT 5 INDUSTRIES NONE 6/12/1990 DEPNDS 4/19/1994 GROUP BAP 4- BARNSTABLE- 426 MAIN ST PAINE-WEBBER TWO.HR 2/10/2003 RAO 4/16/2003 0017628 HYANNIS 4- BARNSTABLE- 110 SCHOOL ST PARCEL 121 120 DY 8/19/2002 DPS 4/24/2003 PHASE 0017302 HYANNIS II 4- BARNSTABLE- 33 BROOKS RD PARCEL 125 TWO HR 3/20/2000 RTN CLOSED 3/20/2000 0015370 HYANNIS IF 4- BARNSTABLE- 143 OLD PENTTIS TWO HR 5/21/2001 RAO 10/25/2002 0016335 HYANNIS YARMOUTH RD AUTOMOTIVE 4- BARNSTABLE- ADEQUATE OCEAN ST PIER 1 TWO HR 3/4/2001 3/4/2001 0016083 HYANNIS REG 4- BARNSTABLE- RTE 132 POLE 150/86 TWO HR 11/6/19.98 RAO 1/5/1999 0014.312 HYANNIS 4- BARNSTABLE- 460YARMOUTH PURITAN NONE 1/15/1987 DEPNFA 7/23/1993 0000251 HYANNIS RD PONTIAC BDP IF I RAY BLACKBURN 4- BARNSTABLE- PHASE AIRPORT RD AUTO SALVAGE NONE 7/15/1991 TIER 1C 8/22/2000 0001081 HYANNIS BAP II 4- BARNSTABLE- 33 CHASE ST .RESIDENCE TWO HR 11/13/2001 RAO 12/2/2002 0016741 HYANNIS 4- BARNSTABLE- 26 YARMOUTH RD RESIDENTIAL 72 HR 12/16/1996 RAO::E�E 0012714 HYANNIS http://www.state.ma.us/cgi-bin/dep/wscreport.c.gi 7/15/03 lilts MATI� Bl" Sit—List SearcTi M M M M M M M M -ge-10 _ !i i 4- BARNSTABLE- ROADHOUSE 0000582 HYANNIS 488-504 SOUTH ST] CAFE NONE 1111511188 WCSPRM 3/14/1995 u 4- BARNSTABLE- ROBERTS PHASE 645 MAIN ST NONE 11/1/1991 TIER 2 8/4/1998 0001126 HYANNIS CLEANERS FMR II 4- BARNSTABLE- 279 YARMOUTH ROBIES HYANNIS RD . REFRIGERATION NONE 6/14/1990 RAO 6/2/1997 ] 0000934 4- BARNSTABLE- 317 FALMOUTH RTE 28 AT PHASE 0010415 HYANNIS RD BEARES WAY 120 DY 4/4/1994 RAO 4/28/1998 III ` 4- BARNSTABLE- CPE COD MALL SEARS 0000899 HYANNIS RTE 132 AUTOMOTIVE NONE 7/15/1990 RAO 7/31/1997 CENTER L 0 5762 BARNSTABLE- E- 825 FAL�MOUTH SENIOR CENTER TWO HR 9/18/2000 RAO 12/27/2000 4- BARNSTABLE- 590 IYANOUGH FSHELL SERVICE 2/1 1/2003 UNCLASSIFIED 2/11/2003 0017651 HYANNIS RD STA 4- BARNSTABLE- 590 IYANOUGH SHELL SERVICE NONE 10/15/1989 RAO 11/13/1996 ] 0000793 HYANNIS RD STATION 4- SHELL SERVICE HYANNIS BARNSTABLE-E- 381 CAMP ST STATION/WILLOW NONE 7/15/1992 RAO 5/l/2001 PHASE 0001179 V ' ST SHELL. 4 BARNSTABLE- AIRPORT ROTARY SHELL STATION 72 HR [6/23/1994 RAO 10/17/1994 0010573 HYANNIS 4- BARNSTABLE- 11 HIGH SCHOOL SOUTH END OF 72 HR 1/2/1995 RAO 3/17/1.995 0011085 HYANNIS RD MAIN ST =14BARNSTABLE= 21 SCHOOL ST SOUTH ST DOCK TWO HR 7/31/1996 RAO HYANNIS 4- BARNSTABLE- STEAMSHIP 0012608 HYANNIS MARY DUNN RD AUTHORITY TWO IIR 10/29/1996 RAO 1/3/1997 C 4- BARNSTABLE- STEAMSHIP HYANNIS 141 SCHOOL ST TWO HR 6/22/1999 RAO 8/30/1999 0 01 4802 AUTHORITY II�� 4- 1IBARNSTABLE-F 65 http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 Mlts �MAP B=t Si0At Ski M . M M M ` m m m m m mwagim 10 m 0010054 HYANNIS INDEPENDENCE DR STOP 8c SHOP TWO HR 11/3/1993 RAO 1/27/1994 L 4- BARNSTABLE- 6.5 00.10094 HYANNIS INDEPENDENCE STOP & SHOP TWO.HR 11/24/1993 RAO 1/24/1994 DR 4- BARNSTABLE- PHASE 0016597 HYANNIS 10 HADAWAY RD SUN FREIGHT CO 72 HR 9/26/2001 TIER 1C 10/8/2002 II 4- BARNSTABLE- SUNOCO PHASE 0001338 HYANNIS 14 WEST MAIN ST FACILITY NONE 10/1/1993 RAO 5/1/1998 III 00 6161 RV BAHYANNIS E- 1140 IY�ANOUGH TEXATATION ICE 72 HR 4/5/2001 RTN CLOSED 6/12/2001 0011301 B HYANNIS STABLE 1140 RTE 132 F EXACO STATION 120 DY 4/6/1995 TIER 1C 4/9/1996 PHASE 4- BARNSTABLE- 100 BREEDS HILL THE CAPE COD NONE 6/19/1990 TIER lA 12/1/1994 0000937 HYANNIS RD I CO IF 4- BARNSTABLE- 528 BEARSES TIRRELL 0000717 RADIATOR SHOP 120 DY 10/15/1989 RAO I2/9/2002 ] HYA NNIS WAY BAP 4- BARNSTABLE- RTE 28 TJ MAXX TWO HR 3/17/2000 RAO 7/14/2000 1 0015365 HYANNIS PARKING LOT [ 4- BARNSTABLE- TRANSFORMER HYANNIS ATTUCKS WAY VAULT TWO HR 2/18/1998 RAO 4/15/1998 0013685 LL.. 4- BARNSTABLE- 143 OLD WARDICK 0000991 HYANNIS YARMOUTH RD REALTY TRUST NONE 1/15/1991 DEPNDS 7/23/1993 BDP 4- BARNSTABLE- 100 BARNSTABLE WARREN BUICK NONE 1/31/1985 RAO 3/31/1997 0000027 HYANNIS RD BDP Total of 115 Records Matched. http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 M. esults P000m MA911P BW Site MistSeMarlcli M M M age o 10 Search A�4ain Definitions [Contact: dbakely_((a,state.ma.us] [Sites] [BWSC Publications] [BWSC Home] [DEP Home][Privacy Policy] ♦ I I i i http://www.state.ma.us/cgi-bin/dep/wscreport.cgi 7/15/03 1 1 ' 1 1 � APPENDIX C I � ' 1 1 1 1 1 1 1 1 1 1 1 1 BENNETTO 'REILLY, Inc.Engineering, Environmental & Surveying Services �, 1573 Main Street 1 Sanitary 21E/Site Remediation Properly Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 1 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax B003-3777 May 20, 2004 1 Massachusetts Department of Environmental Protection(MA DEP) Bureau of Waste Site Cleanup(BWSC) c/o Mrs.Beverly Hill Data Entry Southeast Regional Office(SERO) ' 20 Riverside Drive Lakeville,MA 02347 1 RE: RELEASE NOTIFICATION N/F Europa Imports. 1 37 Barnstable Road,Hyannis,MA. Dear Mrs.Hill, 1 Please find enclosed a completed Release Notification Form DEP BWSC-103 with details of the release at the above referenced property as prepared for the property owner. The form indicates 1 that concentrations ofvolatile petroleum hydrocarbons(VPH)have been detected in groundwater at the property, above the applicable RCGW-2 Standards. As representing the prospective buyer, Liam Monaghan, BENNETT & O'REILLY, INC. is 1 prepared to perform additional groundwater sampling at the property as the basis for issuing either a Phase I Initial Site Investigation report,with Class B-1 RAO,or a RAM Plan,depending on the results 1 of such testing. We will forward a copy of the completed report to.the Department as required within 120 days of the receipt of this letter. 1 Sincerely, B Ta-Wielandt, C. Jo D. Tade Project Manager Senior Environmient it Scientist 1 encl. MA DEP Release Notification Form(BWSC-103 Data Summary Table 1 CC. Betsy Stanton,Property Owner(seller) Liam Monaghan(prospective buyer) David C. Bennett,LSP to buyer [internal] 1 7Y- 5.2004 5:07PM BENNETT & OREILLY NO.403 P. 1 Massachusetts Department of Environmental Protectiain BWSC103 ' Bureau of Waste Site Cleanup RELEASE NOTIFICATION&NOTIFICATION Release Trac[dng Number RETRACTION FORM ❑ - ' Pursuant to 310 CMR 40.0335 and 310 CMR 40,0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: N/ 1. Release Name/Location Aid. Europa Imports ' z street Address; 37 Bamstabie Road 3. CRY/Town. Nvannis 4. ZIP Code: 02601-0000 . L THIG FORM IS SQ�4 USED TO: (check one) ' 1.Submit a Release Notlflcatkm 2. Submit s Retradan ofa Previously Reported Noti 4*Wn of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section C is not required) (All sections of this trancmlttal form must be Mlled out unless aftrwlsa noted above) C. REFORMATION DESCRIBING THE RELEASE ORM4REAT OF RELEASE(TOR1: 1. Date and time of Oral Notification,If applicable: Time: [J AM ❑ PM mmldd/yyylr hh:mm 2. Date and time you obtained knowledge of the Release or TOR: 07/28/2003 Time: ❑ AM ❑ PM mmlddlyyyy hh:mm 3. Date and time release or TOR occurred,if known: Time: [] .AM ❑ PM mm/ddlyyyy hh:mm Check all Notification Thresholds that apply to the Release or Threat of Release: ' (for more information see 310 CMR 40.0310-40.0315) . 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTINQ CONDITIONS S. 120 DAY REPORTING CONDITIONS s:Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous[] Phase Liquid(NAPE:)Equal to ® Material(a)to Soil or ❑ b. Threat of Sudden Release or Greater than 1/2 Inch Groundwater Exceeding Reportable Concentration(sl ❑ c. 00 Sheen on Surface Water b. Underground Storage Tank (UST)Release b. Release of 041 to Sall ❑ d. Poses Imminent Hazard Exceeding Reportable e. Could Pose Imminent ❑ a Threat of UST Release ❑ ConcentraWn(s)and AlWing More than 2 Cubic Yards ❑ Hazard ❑ d. Release to Groundwater f near Water Supply c. Release of Oil to n f. Release Detected in ❑ Groundwater Exceeding ❑ Private Well D a. Release to Groundwater Reportable Concentration(s) ❑ g. Release to Storm Drain near School or Residence d. Subsurface Non-Aqueous ❑ h. Sanitary Sewer Release ❑ f. Substantial Release Migration ❑ Phase Liquid(NAPL.)Equal to (lmminentHazard Only) or Greater than 1/8 Inch and Less than 112 Inch Page 1 of 3 Revised:07/2003 6/2 1 Received: 5/ 5/04 4:07PM; 508 896 4687 -> Monaghan Real Estate; Page 2 MAY. 5.2004 5:07PM BENNETT & OREILLY NO.403 P.2 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - Pursuant to 310 CMR 40,0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TURk(cont.) ' 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity (RQ)by the greatest amount. O or HM Reloased CAS Number, 0 cr HM Amount or Units RCs exceeded if If known Concentration Applicable.(RC&1,RCS.Z ' RCGW-1,RCGW 2) Gasoline 0 5700(C5-C8) UG/L RCGW-2 F1 S. Check here if a list of addltlonal Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: L 1. Check all that apply. Q a.change In contact name ® b.change of address ® c. change In the person notifying 2. Name of Organization: N/F Europa Imports 3. Contact First Name: Betsy 4.Last Name: Stanton 5. Street: 37 Barnstable Road s.Title: Property Owner 7. Cit,Town;. Hyannis s. State MA s. ZIP code: 02601-0000 ' 10. Telephone: (508)790-0877 11.Ext.: 12, FAX: o13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, otherthan an owner who is submitting this Release Notification(required). I— RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: 1. RP or PRP Q a. Owner b. Operator (3 c. Generator d. Transporter e. Other RP or PRP Specify: (� 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E.s.2) 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) i4. Any Other Person Otherwise Required to Notify . Specify Relationship: Revised:06/2712003 Page 2 of 3 Received: 5/ 5/04 4:08PM; 508 896 4687 -> Monaghan Real Estate; Page 3 MAY. 5.2004 5:07PM BENNETT & OREILLY NO.403 P.3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION &NOTIFICATION Release Tracking Number RETRACTION FORM iPursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F, CERTIFICATION OF PERSON REQUIRED TO NOTti^Y: 1, 1,Betsy Stanton ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained In this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material Information contained In this submittal is,to the best of my knowledge and belief;true,accurate and complete,and(ill) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. Ilthe person or entity on whose behalf this submittal Is made amlis aware that there are significant penalties,including,but not limited to, possible fines d imprisonment,for willfully submitting false,inaccurate;or incomplete Information. 2. By f'>, 1 3. Title: Pro a Owner Signature 4, For: N/F Europa Imports S. Date: (Name of person or entity recorded In Section D) mm/dd/yyyy S. Check here If the address of the"rson providing certification is different from address recorded in Section D. � 7. Street: .. 8. City/Town: �f/( 10. ZIP P Code: 9. State. .�..� 11. Telephone: 711 — 19 /6'6 12.Ext.: 13. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OP THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF You SUBMIT AN INCOMPLETE FORM,YOU MAY 9E PENALIZED FOR MISSING A REQUIRED DEADLINE Date Stamp(DEP USE ONLY:) i i Revised:06/27/2003 Page 3 of 3 COMMONWEALTH OF MASSACHUSETT S REC'D JUL - g 2004 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL Pfl, T SOUTHEAST REGIONAL OFFICE rs 20 Riverside Drive, Lakeville, MA 02347 508 91-6--9'7QQ MITT ROMNEY ELLEN ROY HERZFELDER ' Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY ' July 1,2004 Ms. Betsy Stanton, Owner RE: BARNSTABLE—BWSC N/F Europa Imports N/F Europa Imports 37 Barnstable Road 37 Barnstable Road,Hyannis Hyannis,Massachusetts 02601 RTN#4-18458 NOTICE OFAESPONSrBIL17Y M.G.L. c. 21-E,310 CM-R 40.0000 ' Dear Ms.Betsy Stanton: On May 24, 2004 the Department of Environmental Protection (the "Department") received a Release Notification Form ("R1NF") which indicates that a release of oil and/or hazardous material has occurred at the location referenced above. The Massachusetts Oil and Hazardous Material Release.Prevention and Response Act; M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety,public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have II ' the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release which has been ' reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to believe that you(as used in this letter, "you"refers to N/F Europa Imports)are a Potentially Responsible Party(a "PRP")with liability under M.G.L. c.21E §5,for response action costs. This liability is "strict",meaning that it is not based on fault,but solely on your status as owner,operator,generator,transporter, disposer or other person specified in M.G.L. c.21E §5. This liability is also"joint and several",meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other ' liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for This information is available in alternate format Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://wwW.mass.gov/dep Z*1 Printed on Recycled Paper 5 2 ' costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of ' liability under M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims ' for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. ' SITE INFORMATION ' Information provided on the RNF indicates that Volatile Petroleum Hydrocarbons(C5-C8 Aliphatic Hydrocarbons)were detected at concentrations that exceed the applicable Reportable Concentrations per 310 CMR 40.1600,which constitutes a 120-day notification condition. ' This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one ' year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300, or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is May 24,2005. If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal. The MCP requires that a fee of$750.00 be submitted to the Department when a Response Action Outcome ("RAO") statement if filed greater than 120 days from the date of notification. ' .You must employ or engage a Licensed Site Professional ("LSP")to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of LSPs from the Board of Registration of hazardous Waste Site Cleanup Professionals by calling (617) 556- ' 1145 or visiting hgp://www.state.ma.us/Isp. The Department has David C. Bennett with Bennett & O'Reilly,Inc. as the LSP of Record for this release. If you have any questions relative to this Notice,please contact Michael Whiteside at the letterhead address or at (508) 946-2704. All future communications regarding this release must reference the following Release Tracking Number: 4-18458. ' Very truly yours, . Richard F.Packard,Chief Emergency Response Release Notification Section P/MCW/re 3 NOMODay.Doc Attachments: Summary of Liability under M.G.L.c.21E fc: Board of Health Board of Selectmen Fire Department ' cc: Bennett&O'Reilly,Inc. 1573 Main Street Brewster,MA 02631 IATTN: David C.Bennett,LSP 1 r �� r rMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 Release Tracking Number RESPONSE ACTION OUTCOME (RAO) STATEMENT ® _ 18458 Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) A. SITE LOCATION: ' 1. Site Name/Location Aid: N/F Europa Imports 2. Street Address: 37 Barnstable Road 3. Cityrrown: Hyannis 4. ZIP Code: 02601-0000 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. a. Tier 1A b. Tier 1 B n c. Tier 1 C d. Tier 2 6. If a Tier I Permit has been issued, provide Permit Number: ' B. THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of RAO Statement(if previously submitted): ' 2. Submit a Response Action Outcome(RAO)Statement mm/dd/yyyy a. Check here if this RAO Statement covers additional Release-Tracking Numbers (RTNs). RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ � � - �� covered by this RAO Statement. 0 3. Submit a Revised Response Action Outcome Statement a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs),not listed on the ' RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Primary Tier Classified RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ I � � - �� ' covered by this RAO Statement. I_ J 4. Submit a Response Action Outcome Partial(RAO-P)Statement Check above box, if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an RAO-Partial Statement for that RTN. A final RAO Statement will need to be submitted that references all RAO-Partial Statements and,if applicable,covers any remaining conditions not covered by the RAO-Partial Statements. ' 5. Submit an optional Phase 1 Completion Statement supporting an RAO Statement Ei 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C RAO Statement (Section E is optional) ' 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections D&E are not required) ' (All sections of this transmittal form must be filled out unless otherwise noted above) Revised:06/27/2003 Page 1 of 7 1 Massachusetts Department of Environmental Protection Bureau of Waste, Site Cleanup BWSC104 ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) - 18458 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) ' 0 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ' ❑ 7. Product or NAPL Recovery ❑ 8. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ' ❑ 11. Bioremediation ❑ 12. Air Sparging ❑ 13. Removal of Contaminated Soils ❑ a. Re-use,Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Facility Name: Town: State: iib.Facility Name: Town: State: 1 iii.Describe: ' ❑ b. Landfill ❑ is Cover Estimated volume in cubic yards ' Facility Name: Town: State: ❑ ii.Disposal Estimated volume in cubic yards Facility Name: Town: State: ❑ 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: r b. Facility Name: Town: State: C. Facility Name: Town: State: 1 Revised:06/27/2003 Page 2 of 7 ' '' "'� Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup . BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) 40 - 18458 C. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ❑ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Facility Name: Town: State: c. Facility Name: Town: State: ' ❑ 16. Other Response Actions: Describe: ' ❑ 17. Use of Innovative Technologies: Describe: 1 D. RESPONSE ACTION OUTCOME CLASS: ' Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release. Select ONLYone Class. ❑ 1. Class A-1 RAO: Specify one of the following: ' ❑ a. Contamination has been reduced to background levels. ❑ b. A Threat of Release has been eliminated. 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is ❑ infeasible. ❑ 3. Class A-3 RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to or approaching background levels is infeasible. 4. Class A-4 RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching ❑ background levels is infeasible,and justification that reducing contamination to less than Upper Concentration Limits (UCLs)15 feet below ground surface or below an engineered barrier is infeasible. If the permanent solution relies upon an engineered barrier, you must also provide a Phase III report justifying the selection of the engineered barrier. Revised:06/27/2003 Page 3 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 ' RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number I L Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) a 8458 D. RESPONSE ACTION OUTCOME CLASS(cont.): Q 5. Class B-1 RAO: Specify one of the following: a. Contamination is consistent with background levels © b. Contamination is NOT consistent with background levels. 6. Class B-2 RAO: You MUST provide an implemented AUL. 7. Class B-3 RAO: You MUST provide an implemented AUL and justification that reducing contamination to less than El ' Upper Concentration Limits(UCLs) 15 feet below ground surface is infeasable. 8. Class C RAO:Specify one: a. Monitoring ❑ b. Passive Operation and Maintenance c. Active Operation and Maintenance(defined at 310 CMR 40.0006) j E. RESPONSE ACTION OUTCOME INFORMATION: ' 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: © a. Method 1 b.Method 2 ❑ c.Method 3 ' ❑ d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated ' 2. Specify all Soil and Groundwater Categories. More than one Soil Category and more than one Groundwater Category may apply at a Site. Be sure to check off all APPLICABLE categories. a.Soil Category(ies)Applicable: I. S-1/GW-1 iv.S-2/GW-1 vii.S-3/GW-1 ii. S-1/GW-2 v.S-2/GW-2 R viii.S-3/GW-2 0 iii. S-1/GW-3 0 vi. S-2/GW-3 ix. S-3/GW-3 ' b. Groundwater Category(ies)Impacted: I. GW-1 ii. GW-2 Q iii.GW-3 iv.No Groundwater Impacted ' 3. Specify remediation conducted. a.Check here if soil remediation was conducted. ' b.Check here if groundwater remediation was conducted. 4.Estimate the number of acres this RAO Statement applies to: 0.1 ' Revised: 06/27/2003 Page 4 of 7 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 ' L71 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number - 18458 Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) F. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section 8 indicates that either an RAO Statement,Phase 1 Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in ' accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. ' I am aware that significant penalties may result,including,but not limited to, possible fines and imprisonment, if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 4303 David - - Bennett - 2. First Name: 3. Last Name: 4. Telephone- (50 ) 89 6 0 5 Ext.: 102 6 FAX: (508) 896-4687 ' 7. Signature: 0 8. Date: 9.LSP Stamp: C. m /dd/ M co tom.4303; 0 cleTt . ' SITE G. PERSON MAKING SUBMITTAL: ' 1. Check all that apply: E] a.change in contact name b.change of address c. change in the person undertaking response actions 2. Name of Organization: NiF Europa Imports I ' 3. Contact First Name: Betsy 4.Last Name: Stanton ' 5. street: 37 Barnstable Road 6.Title: Property Owner Hyannis MA 02601-0000 7. City/Town: y 8. State: 9. ZIP Code: ' (508) 790-0877 10. Telephone: 11.Ext.: 12. FAX: Revised:6/27/2003 Page 5 of 7 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) a $45$ H. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAKING SUBMITTAL: ' 1. RP or PRP a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter e. Other RP or PRP Specify: ' ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ' ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: ' 1.REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of- tan RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. ® 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a RAO Statement with instructions on how to obtain a full copy of the report. ' 4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of ® the Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and;to the extent defined,the entire ' Disposal Site. 5. Check here if required to submit one or more AULs. You must submit an AUL Transmittal Form(BWSC113)and a ❑ copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class A-3,A-4,B-2,B-3 RAO Statements) ' ❑ a. Notice of Activity and Use Limitation b. Number of Notices submitted: ❑ c. Grant of Environmental Restriction d. Number of Grants submitted. ' ❑ 6. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO Compliance Fee was submitted to DEP,P.O.Box 4062,Boston,MA 02211. ' ❑ 7. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send corrections to the DEP Regional Office. FVJ 8. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:06/27/2003 Page 6 of 7 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME RAO STATEMENT Release Tracking Number ' ( ) NT Pursuant to 310 CMR 40.0580(Subpart E)&40.1056(Subpart J) ® - 18458 tJ. CERTIFICATION OF PERSON MAILING SUBMITTAL: 1.I Betsy Stanton attest under the pains and penalties of perjury(i)that I have personally ' examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) ' that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2 By, Property Owner Signature 3. Title: ' 4. For: 5. Date: N/F Europa Imports 7A)-w/ '0(/ (Name of person or entity recorded in Section G) mm/dd/yyyy ® 6. Check here if the address of the person providing certification is different from address recorded in Section G. ' 7. Street: 54 Piney Point Road ' 8. City/Town: Marion MA 02738-0000 9. State: 10. ZIP Code: 11. Telephone: (508) 748-0760 12.Ext.: 13. FAX: ' YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. ' Date Stamp(DEP USE ONLY:) i 1 tRevised:06/27/2003 Page 7 of 7 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number II �. FORM & PHASE I COMPLETION STATEMENT ® - 18458 ' L Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) A. SITE LOCATION: 1. Site Name: N/F Europa Imports 2. street Address: 37 Barnstable Road ' 3. City/Town: Hyannis 4. ZIP Code: 02601-0000 ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. a. Tier IA b. TierlB c. Tier IC d. Tier 11 6. If applicable, provide the Permit Number: B.THIS FORM IS BEING USED TO: (check all that apply) ' ® 1. Submit a Phase I Completion Statement,pursuant to 310 CMR 40.0484. 2. Submit a Revised Phase I Completion Statement,pursuant to 310 CMR 40.0484. 3. Submit a Phase II Scope of Work,pursuant to 310 CMR 40.0834. ' 4. Submit an interim Phase II Comprehensive Site Assessment Report pursuant to 310 CMR 40.0835 (An interim Phase II Report does not satisfy the response action deadline requirements in 310 CMR 40.0500). ' 5.Submit a final Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836. Specify the outcome of the Phase 11 Comprehensive Site Assessment:(check one) a. Comprehensive Remedial Actions are necessary at the site to achieve a Response Action Outcome. A Phase III study for the identification,evaluation,and selection of Comprehensive Remedial Action Alternatives,pursuant to 310 CMR 40.0850,is necessary. ' b. The requirements of a Class A Response Action Outcome have been met,and a completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. ' ❑ c. The requirements of a Class B Response Action Outcome have been met and a completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. 6.Submit a Revised Phase II Comprehensive Site Report and Completion Statement,pursuant to 310 CMR 40.0836. ' 7. Submit a Phase[if Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. 8. Submit a Revised Phase III Remedial Action Plan and Completion Statement,pursuant to 310 CMR 40.0862. FJ 9. Submit a Phase IV Remedy Implementation Plan,pursuant to 310 CMR 40.0874. 10. Submit a Modified Phase IV Remedy Implementation Plan, pursuant to 310 CMR 40.0874. 11. Submit an As-Built Construction Report, pursuant to 310 CMR 40.0875. 1 (All sections of this transmittal form must be filled out unless otherwise noted above) ' Revised: 12/09/2003 Page 1 of 5 Massachusetts Department of Environmental Protection s Bureau of Waste Site Cleanup BWSC108 f 'COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number 4 - 18458 FORM& PHASE I COMPLETION STATEMENT Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) B.THIS FORM IS BEING USED TO(cont.): (check all that apply) ❑ 12. Submit a Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879. ' Specify the outcome of Phase IV activities:(check one) ❑ a. Phase V Operation, Maintenance or Monitoring of the Comprehensive Remedial Action is necessary to achieve a ' Response Action Outcome. b. The requirements of a Class A Response Action Outcome have been met. No additional Operation; Maintenance or ❑ Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. ' c. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. d. The requirements of a Class C Response Action Outcome have been met. Further Operation,Maintenance or ❑ Monitoring of the remedial action is necessary to ensure that conditions are maintained and that further progress is made toward a Permanent Solution. A completed Response Action Outcome Statement and Report (BWSC104)will be submitted to DEP. ❑ 13. Submit a Revised Phase IV Final Inspection Report and Completion Statement,pursuant to 310 CMR 40.0878 and 40.0879. ❑ 14. Submit a periodic Phase V Inspection&Monitoring Report,pursuant to 310 CMR 40.0892. ' ❑ 15. Submit a Remedy Operation Status,pursuant to 310 CMR 40.0893. ❑ 16. Submit a Termination of a Remedy Operation Status,pursuant to 310 CMR 40.0893(5). ' 17. Submit a final Phase V Inspection&Monitoring Report and Completion Statement pursuant to 310 CMR 40.0 94. ❑ P 9 P P .p 8 ' Specify the outcome of Phase V activities: (check one) a. The requirements of a Class A Response Action Outcome have been met. No additional Operation,Maintenance or ❑ Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action ' Outcome Statement(BWSC104)will be submitted to DEP. b. The requirements of a Class C Response Action Outcome have been met. No additional Operation,Maintenance or Monitoring is necessary to ensure the integrity of the Response Action Outcome. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. c. The requirements of a Class C Response Action Outcome have been met. Further Operation,Maintenance or Monitoring of the remedial action is necessary to ensure that conditions are maintained and/or that further progress is ' ❑ made toward a Permanent Solution. A completed Response Action Outcome Statement and Report(BWSC104)will be submitted to DEP. ' ❑ 18. Submit a Revised Phase V Inspection&Monitoring Report and Completion Statement,pursuant to 310 CMR 40.0894. ❑ 19. Submit a Post-Response Action Outcome Inspection&Monitoring Report,pursuant to 310 CMR 40.0897. (All sections of this transmittal form must be filled out unless otherwise noted above) ' Revised: 12/09/2003 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 tCOMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM & PHASE I COMPLETION STATEMENT - 18458 L- Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) C. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief, > if Section B indicates that a Phase 1,Phase Il,Phase Ill,Phase IV or Phase V Completion Statement is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii) comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section B indicates that a Phase H Scope of Work or a Phase IV Remedy Implementation Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable ' provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)With the identified provisions of all orders, permits,and approvals identified in this submittal; ' > if Section B indicates that an As-Built Construction Report,Phase Vlnspection and Monitoring Report,ora Remedy Operation Status is being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including, but not limited to,possible fines and imprisonment, if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 4303 ' 2. First Name: David 3. Last Name: Bennett 4. Telephone: (508 89 -6 5 102 s FAX: (508) 896-4687 7. Signature: 8. Date: 9.LSP Stamp: ¢ (mm d/ ) DAMS NNET-T No.4303 °SITE PR ' Revised: 12/09/2003 Page 3 of 5 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup 13WSC108 t' COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT ® - 18458 - -- - - - Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) rD. PERSON UNDERTAKING RESPONSE ACTIONS: 1. Check all that apply: 11a.change in contact name b.change of address c. change in the person undertaking response actions ' 2. Name of Organization: N/F Europa Imports 3. Contact First Name: Betsy 4.Last Name: Stanton 7 3 Barnstable Road 5. street. s.Title: Property Owner 7. ci mown: Hyannis MA 02601-0000 ty 8. State: 9. ZIP Code: 10. Telephone: (508) 790-0877 11.Ext.: 12. FAX: ' E. RELATIONSHIP TO SITE OF PERSON UNDERTAKING RESPONSE ACTIONS: ' Q✓ 1. RP or PRP ❑✓ a. Owner ❑ b. operator c. Generator d. Transporter e. Other RP or PRP- Specify: 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) I 1 ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) 4. Any Other Person Undertaking Response Actions Specify Relationship: F. REQUIRED ATTACHMENT AND SUBMITTALS: ' 1. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ' 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of any Phase Reports to DEP. ❑ 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the availability of a Phase III Remedial Action Plan. ' ❑ 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the availability of a Phase IV Remedy Implementation Plan. ❑ 5. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of any field work ' involving the implementation of a Phase IV Remedial Action. ❑ 6. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Name. Send corrections to the DEP Regional Office. n 7. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. ' Revised: 12/09/2003 Page 4 of 5 ' Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC108 ' COMPREHENSIVE RESPONSE ACTION TRANSMITTAL Release Tracking Number FORM& PHASE I COMPLETION STATEMENT F - 18458 L71 Pursuant to 310 CMR 40.0484(Subpart D)and 40.0800(Subpart H) G. CERTIFICATION OF PERSON UNDERTAKING RESPONSE ACTIONS: 1. I, Betsy Stanton ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form,(ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or ' entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines a imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2• B Property Owner 3. Title; p y Signature 4. For: N/F Europa Imports 5. Date: 4-� �y ' (Name of person or entity recorded in Section D) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 54 Piney Point Road I ' 8. CityiTown: Marion MA 02738-0000 9. State: 10:ZIP Code: 11. Telephone: (508) 748-0760 12.Ext.: 13. FAX: r ' YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date StampDEP USE( ONLY:) i Revised: 12/09/2003 Page 5 of 5 1 1 1 1 1 1 APPENDIX D 1 1 1 1 1 1 1 1 1 1 1 ' ECEIvED JUL 3 i 2003 ' GROUNDWATERGroundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL ALYTICA l Buz Main Street P� i. Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 . July 28, 2003 www.groundwateranalytical.com Mr.John Tadema-Wielandt Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 LABORATORY REPORT Project: Monaghan/BO03-3777 Lab ID: 63194 Received: 07-24-03 Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for ' Rush 48 Hour turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certitications. ' -The analytical results contained in this report meet all applicable NELAC standards, except as may. be specitically noted, or described in the project narrative. This report may only be used or ' reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the intormation, the material contained in this report is, to the best of my knowledge and beliet,.accurate and complete. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President ' J RS/pcl Enclosures =- GROUNDWATER ' ANALYTICAL ' Sample Receipt Report Project: Monaghan/B003-3777 Delivery: GWA Courier Temperature: 5.8'C Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present ' Lab ID: 63194 Lab Receipt: 07-24-03 Custody Seal(s): n/a uLakilDtmFe1dID ,.mT, Matrix Sampled Method ' ry *,> gw ` �a3Notes ynsk;? + � ' 63194-1 MW-1 Aqueous 7/23/03 15:40 EPA 8260E Volatile Organics ' C2491 89 Con ID Container Vendor QC Lot Presery QC Lot Prep Ship 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 C249201 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06.18-03 06-26-03 C249177 40 mL VOA Vial Industrial BX8216 HCI R-3645B 0&18-03 06-26-03 %ab`ID ' Field ID Matrix Sampled �Method Notes 63194-2 MW-2 Aqueous 7/23/03 16:15 EPA 8260E Volatile Organics Con ID Container Vendor QC Lot Presery QC Lot . Prep Ship ' C249146 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 C249170 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 C249158 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 Lab ID � FieldlDa � n, Matiz� Satripled t Ale hod .n�.. � � � u dm�_ _s sa. xw' ��? 63194-3 MW-2 Aqueous 7/23/03 16:15 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C249178 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 ' C249190 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 C249202 i 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06.18-03 06-26-03 YLab I'D t �F elil ID �Matnx " Sam led Method at "e ft 631944 MW-1 Aqueous 7/23/03 15:40 TPH by GC EPA 8100 Mod ' Con ID Container Vendor QC Lot Presery QC Lot Prep Ship a Y, C302378 1 L Amber Glass Proline BX7747 H2SO4 R-3519E 06-24-03 06-26-03 C302381 1 LAmberGlass Proline BX7747 H2SO4 R-3519E 06-24-03 06-26-03 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL EPA Method 8260B ' Volatile Organics by GC/MS Field ID: MW-1 Laboratory ID: 63194-01 Project: Monaghan/BO03-3777 QC Batch ID: VM5-2599-W Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 Container: 40 mL VOA Vial Received: 07-24-03 Preservation: HCI/Cool Analyzed: 07-26-03 Matrix: Aqueous Dilution Factor: 1 ' Page 1 of 2 75-71-8 DichIo rod ifluoromethane BRL ug/L 0.5 ' 74-87-3 Chloromethane BRL ug/L 0.5 75-01A Vinyl Chloride BRL ug/L 0.5 74-83-9 Bromomethane BRL ug/L 0.5 ' 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trichlorofluoromethane BRL ug/L 0.5 60-29-7 Diethyl Ether BRL ug/L 2 ' 75-35-4 1,1-Dichloroethene BRL ug/L 0.5 76-13-1 1,1,2-Trichlorotrifluoroethane BRL ug/L 5 67-64-1 Acetone BRL ug/L 10 75-15-0 Carbon Disulfide BRL ug/L 5 ' 75-09-2 Methylene Chloride BRL ug/L 2.5 156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 0.5 ' 75-34-3 1,1-Dichloroethane BRL ug/L 0.5 590-20-7 2,2-Dichloropropane BRL ug/L 0.5 156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5 78-93-3 2-Butanone(MEK) BRL ug/L 5 ' 74-97-5 Bromochloromethane BRL ug/L 0.5 109-99-9 Tetrahydrofuran (THF) BRL ug/L 5 67-66-3 Chloroform BRL ug/L 0.5 ' 71-55-6 1,1,1-Trichloroethane BRL ug/L 0.5 56-23-5 Carbon Tetrachloride BRL ug/L 0.5 563-58-6 1,1-Dichloropropene BRL ug/L 0.5 71-43-2 Benzene BRL ug/L 0.5 ' 107-06-2 1,2-Dichloroethane BRL ug/L 0.5 79-01-6 Trichloroethene BRL ug/L 0.5 78-87-5 1,2-Dichloropropane BRL ug/L 0.5 74-95-3 Dibromomethane BRL ug/L 0.5 75-27-4 Bromodichloromethane BRL ug/L 0.5 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/L 5 ' 108-88-3 Toluene. BRL ug/L 0.5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5 ' 127-18-4 Tetrachloroethene BRL ug/L 0.5 142-28-9 1,3-Dichloropropane BRL ug/L 0.5 591-78-6 2-Hexanone BRL ug/L 5 124-48-1 Dibromochloromethane BRL ug/L 0.5 ' 106-93-4 1,2-Dibromoethane(EDB) BRL ug/L 0.5 108-90-7 Chlorobenzene BRL ug/L 0.5 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 ' 100-41-4 Ethylbenzene BRL ug/L 0.5 - tGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 - GROUNDWATER ' ANALYTICAL EPA Method 8260B (Continued) Volatile Organics by GC/MS - Field ID: MW-1 Laboratory ID: 63194-01 Project: Monaghan/BO03-3777 QC Batch ID: VM5-2599-W ' Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 Container: 40 mL VOA Vial Received: 07-24-03 Preservation: HCI/Cool Analyzed: 07-26-03 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 CAS Number_ _,� Analyte E crat�I ent"- A '� Conon� ��� tJmts. ,Repgrtmg L�mrt, 108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/L 0.5 9547-6 ortho-Xylene BRL ug/L 0.5 10042-5 Styrene BRL ug/L 0.5 ' 75-25-2 Bromoform BRL ug/L 0.5 98-82-8 I sop ropylbenzene BRL ug/L 0.5 108-86-1 Bromobenzene BRL ug/L 0.5 79-34-5 1,1;2,2-Tetrachloroethane BRL ug/L 0.5 ' 96-18-4 1,2,3-Trichloropropane BRL ug/L 0.5 103-65-1 n-Propylbenzene BRL ug/L 0.5 9549-8 2-Chlorotoluene BRL ug/L 0.5 ' 108-67-8 1,3,5-Tri methyl benzene BRL ug/L 0_5 106-434 4-Chlorotoluene BRL ug/L 0.5 98-06-6 tert-Butylbenzene BRL ug/L 0.5 95-63-6 1,2,4-Tri methyl benzene BRL ug/L 0.5 135-98-8 sec-B utyl benzene BRL ug/L 0.5 541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5 99-87-6 4-Isopropyltoluene BRL ug/L 0.5 106-46-7 1,4-Dichlorobenzene BRL ug/L 0.5 95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 n-Butyl benzene BRL ug/L 0.5. - 96-12-8 1,2-Dibromo-3-chloropropane BRL ug/L 0.5 ' 120-82-1 1,2,4-Trichlorobenzene BRL ug/L 0.5 87-68-3 Hexachlorobutadiene BRL ug/L 0.5 91-20-3 Naphthalene BRL ug/L 0.5 87-61-6 1,2,3-Trichlorobenzene BRL ug/L 0.5 tau M � �R�oVe § iVk strrilts� g� _ QG Surrogate Compounds Wit ry .0 .QC L Dibromofluoromethane 96 % 86-118 % 1,2-Dichloroethane-d4 91 % 80- 120% Tol uene-cl8 98 % 88- 110% 4-B romofl uo robe nzene 109 % 86- 115 % ' Method Reference: Test:Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition,Update III(1996). Analyte list as specified in Tables 6 and 7 of the method,and additional analytes as specified by MA DEP Method 1 Standards(310 C.M.R.40.0973)and recommended by NH DES for initial waste site investigations,effective 12/1/97. Analysis performed utilizing 25mL sample purge volume. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL EPA Method 8260B ' Volatile Organics by GUMS Field ID: MW-2 Laboratory ID: 63194-02 Project: Monaghan/BO03-3777 QC Batch ID: VM5-2599-W ' Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 Container: 40 mL VOA Vial Received: 07-24-03 Preservation: HCI/Cool Analyzed: 07-26-03 ' Matrix Aqueous Dilution Factor 20 Page 1 of 2 CAS Numbers l=' � MAnalyt ?a �'�{ Concentrat Units ,Reporting Cimlt' w�. 75-71-8 Dichlorodifluoromeethane BRL ug/L 10 ' 74-87-3 Chloromethane BRL ug/L 10 75-01-4 Vinyl Chloride BRL ug/L 10 74-83-9 Bromomethane BRL ug/L 10 ' 75-00-3 Chloroethane BRL ug/L 10 75-69-4 Trichlorofluoromethane BRL ug/L 10 60-29-7 Diethyl Ether BRL ug/L 40 75-35-4 1,1-Dichloroethene BRL ug/L 10 ' 76-13-1 1,1,2-Trichlorotrifluoroethane BRL ug/L 100 67-64-1 Acetone BRL ug/L 200 75-15-0 _ Carbon Disulfide BRL ug/L 100 ' 75-09-2 Methylene Chloride BRL ug/L 50 156-60-5 trans-1,2-Dichloroethene BRL ug/L 10 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 10 75-34-3 M-Dichloroethane _ BRL ug/L 10 ' 590-20-7 2,2-Dichloropropane BRL ug/L 10 156 59-2 cis-1,2-Dichloroethene BRL ug/L 10 78-93-3 2-Butanone(MEK) BRL ug/L 100 ' 74-97-5 Bromochloromethane BRL ug/L 10 109-99-9 Tetrahydrofuran(THF) BRL ug/L 100 67-66-3 Chloroform BRL ug/L 10 71-55-6 1,1,1-Trichloroethane BRL ug/L 10 ' 56-23-5 Carbon Tetrachloride BRL ug/L 10 563-58-6 1,1-Dichloropropene BRL ug/L 10 71-43-2 Benzene BRL ug/L 10 t 107-06-2 1,2-Dichloroethane BRL ug/L 10 79-01-6 Trichloroethene BRL ug/L 10 78-87-5 1,2-Dichloropropane BRL ug/L 10 74-95-3 Dibromomethane BRL ug/L 10 ' 75-27-4 Bromodichloromethane BRL ug/L 10 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 10 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/L 100 ' 108-88-3 Toluene BRL ug/L 10 10061-02-6 trans-1,3-Dichloropropene BRL ug/L . 10 79-00-5 1,1,2-Trichloroethane BRL ug/L 10 ' 127-18-4 Tetrachloroethene BRL ug/L 10 142-28-9 1,3-Dichloropropane BRL ug/L 10 591-78-6 2-Hexanone BRL ug/L 100 124-48-1 Dibromochloromethane BRL ug/L 10 ' 106-934 1,2-Dibromoethane(EDB) BRL ug/L 10 108-90-7 Chlorobenzene BRL ug/L 10 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 10 ' 10041-4 Ethylbenzene BRL ug/L 10 — ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL EPA Method 8260B (Continued) ' Volatile Organics by GC/MS Field ID: MW-2 Laboratory ID: 63194-02 Project: Monaghan/B003-3777 QC Batch ID: VM5-2599-W ' Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 Container: 40 mL VOA Vial Received: 07-24-03 Preservation: HCI/Cool Analyzed: 07-26-03 ' Matrix: Aqueous Dilution Factor: 20 Page: 2 of 2 CAS NPumber � 4 Analyte ;,, y r � �Concentration Units Report�ngL�m�t ' 108-38-3/10642-3 meta-Xylene and para-Xylene BRL ug/L 10 9547-6 ortho-Xylene BRL ug/L 10 100-42-5 Styrene BRL ug/L 10 75-25-2 Bromoform BRL ug/L 10 ' 98-82-8 Isopropyl benzene 32 ug/L 10 108-86-1 Bromobenzene BRL ug/L 10 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 10 1 96-184 1,2,3-Trichloropropane BRL . ug/L 10 103-65-1 n-Propylbenzene 130 ug/L 10 9549-8 2-Chlorotoluene BRL ug/L 10 i 10&67-8_ 1,3,5Jri methyl benzene 230 ug/L 10 106-43-4 4-Chlorotoluene BRL ug/L 10 98-06-6 tert-Butylbenzene BRL ug/L 10 95-63-6 1,2,4-Tri methyl benzene 580 ug/L 10 t 135-98-8 sec-B utyl benzene BRL ug/L 10 541-73-1 1,3-Dichlorobenzene BRL ug/L 10 99-87-6 4-Isopropyltoluene BRL ug/L 10 106-46-7 1,4-Dichlorobenzene BRL ug/L 10 95-50-1 1,2-Dichlorobenzene BRL ug/L 10 104-51-8 n-Butylbenzene 30 ug/L 10 96-12-8 1,2-Dibromo-3-chloropropane BRL ug/L 10 ' 120-82-1 1,2,4-Trichlorobenzene BRL ug/L 10 87-68-3 Hexachlorobutadiene BRL ug/L 10 91-20-3 Naphthalene BRL ug/L 10 87-61-6 1,2,3-Trichlorobenzene BRL ug/L 10 hW s u 0 .e a� 'i c a s � o .. ,-.�.r QC,Surrogate:C�ornpounds ,,� _�� x. ,Recovery Dibromofluoromethane 90 % 86-118 % ' 1,2-Dichloroethane-d4 88 % 80- 120 % Toluene-d8 100 % 88- 110 % 4-Bromofluorobenzene 102 % 86-115 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analyte list ' as specified in Tables 6 and 7 of the method,and additional analytes as specified by MA DEP Method 1 Standards(310 C.M.R.40.0973)and recommended by NH DES for initial waste site investigations,effective 12/1/97. Analysis performed utilizing 25mL sample purge volume. ' Report Notations: BRL Indicates concentration,if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GGPID/FID Field ID: MW-2 Laboratory ID: 63194-03 Project: Monaghan/BO03-3777 QC Batch ID: VG1-1741-W Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 Container: 40 mL VOA Vial Received: 07-24-03 Preservation: HCI/Cool Analyzed: 07-25-03 ' Matrix Aqueous Dilution Factor 2 t,41 �,�VPH n-05 to n-C8 Aliphatic Hydrocarbons t 3,900 ug/L 40 ' n-C9 to n-C12 Aliphatic Hydrocarbons 440 ug/L 40 n-C9 to n-C10 Aromatic Hydrocarbons 2,400 ug/L 40 Unadjusted n-05:to n-C8 Aliphatic Hydrocarbons t 3,900 ug/L 40 ' Unadtusted n-C9 to n C12 Aliphatic Hydrocarbons t 2,900 ug/L 40 1634-04-4 Methyl tert-butyl EtherM16 ug/L 10 7143-2 Benzene 36 ug/L 2 108-88-3 Toluene ° BRL ug/L 10 100-41-4 Ethyl benzene BRL ug/L 10 ' 108-38-3 and meta- Xylene and para- BRL ug/L 10 106-42-3 Xylene; 95-47-6 ortho- Xylene BRL ug/L 10 91-20-3 Naphthalene BRL ug/L 10 � ,.< QC Surrogate Compounls :, c :f . Roveh' ,,, �� M%tsL °, 2,5-Dibromo:oluene(PID) 99 % 70- 130 % 2,5-Dibromo.oluene(FID) 95% 70-130 % 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section' 11,3.2.1? No. Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control r=_port. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations an( the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. a Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER i ANALYTICAL EPA Method 8100 Modified Total Petroleum Hydrocarbons by GC/FID Field ID: MW-1 Laboratory ID: 63194-04 Project: Monaghan/BO03-3777 QC Batch ID: HF-1390-F Client: Bennett&O'Reilly, Inc. Sampled: 07-23-03 ' Container: 1 L Amber Glass Preserved: 07-23-03 Preservation: H2SO4/Cool Received: 07-24-03 Matrix: Aqueous Extracted: 07-25-03 Analyzed: 07-25-03 y § Dilution.Factor: 1 � « Analyte gCortcentration ¢ Units Reportmg�+t�m�t� Total Petroleum Hydrocarbons BRL mg/L 0.2 QC'SurT94- Compoun w Recovery' ' CIUmits � ,e s ortho-Terphenyl 81 % 60-140% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition, Update III(1996). Analytical protocol modified to quantify total petroleum hydrocarbons. Results are quantified on the basis of 5a—androstane. Report Notations: BRL Indicates concentration, if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ! ANALYTICAL Project Narrative Project: Monaghan/B003-3777 Lab ID: 63194 Client: Bennett&O'Reilly, Inc. Received: 07-24-03 17:35 The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No discrepancies,changes,or amendments were noted. ra The following method non-conformances were noted for this project: 1 . No method non-conformances were noted. i ! 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r �r r� �■r rr iw rr �r r r re �r rr �s - �r rr �r �r g� 228 Main Street,P.O.Box 1200 4St A Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD A LYT® AL Telephone(508)759=4441 AND WORK ORDER N2 066599 FAX(508)759-4475 Project Name: Firm: rf^ll - T TURNAROUND ANALYSIS REQUEST V'J i�y � J 11 Vatalllea Semivalalltea Peat/Herh/PCBs Metals PelrW—Hydrocerhon Haz. General Chemistry Other Project Number: Address: ❑STANDARD(10 Business Days) ExlractahI. Vol. Exl.TPH VoI.TPN Wasle �7 ❑ PRIORITY(5 Business Days) � s Oo3-.�"1 ! 166� Pad©x li`13 M4.iti $+ RUSH(RAN- ?3Z ) = F s�. (Rush requires Rush Authorization Number) ❑ ❑ ❑ ❑ y 3 ❑ 0 ' Sampler Name: City/State/Zip: Please FAX 17C YES ❑ NO b fft 6 I�1 i✓ s� /1 II 5UIb a l 657 a� a A r G221;�l FAX Number: 0 0 � � � _ ❑ Project Manager: Telephone: g g o M t2 o d o o �(y�H ` - � Gc�lo- BILLING a 1�0 0 0 0 0 0 a a o ❑ A Purchase Order No.: GWA Reference No.: m _ INSTRUCTIONS:Use separate line for each container(except replicates). G"3-71721 o Sampling Matrix Type Containers o 0 0 0 0 0 0 0 0 0 0 0 - 0 _ 0 E 4 ° O. Preservation Filtered - _ SAMPLE. a LABORATORY o o e S o 9 ° ° o y " o IDENTIFICATION s g .. 'g - NUMBER . _ a _ o s = 0 A o 0 0 0 F o W 5 5 o h o m (Lab Use Only) W E m - 5 c w g a _ a o „ ' € o E E E E E E E E — �� « o 0 p p o o p a m o o ~ S H 3 P., la i x^z' .$., 1L3oi3Ao AW � Zp( �xr o o ❑ 0 ❑ 0 0 0 0 ❑ o ❑ 0 0 0 ❑ ❑ 0 a ❑ 0 0 ❑ o 0 ❑ a o ❑ iJlr'CVIx I M IX D- Z `?G 3'?( t 1 �'i ,.'t MINE, <IF S Q p 2777-7"11� J . .. •.Tr, 1... ?', x� 1. KK&=^ # ._-' 9'Al boll*': �.za 6 �«/�I��.�'..-:t �x���»�,,ae �33;� :z �a �� I� .t A: c s- '°� ;''1 h, 'y t LLJ . ..... .. _. t,. .r.=� . ll .:....,._:, _..-. .. :<,w. ., �� ±LLLU ..,. REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. ❑Safe Drinking Water Act Many regulatory programs and EPA methods require project Relin uished b Sampler: Date Time Received by: Receipt Temperature: ❑MA DEP Form Y P specific QC.Project specific QC includes Sample Duplicates, / �jAG/��' . ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates,Laboratory QC Is �ZtJ 0 Specify State: not project specific unless prearranged.Project specific QC ❑RCRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, Relinq Is et y: D to Time Received by: Shipping/Airbill XMA MCP(310 CMR 40) each MS,MSD and Sample Duplicate requires an additional - Number: Reportable Concentrations sample aliquot. ❑RCGW-1 O RCS-1 Project Specific OC Required Selection of OC Sample Relinquished b Date Time Rec 'led La or Ory: Custody Seal/ r�°19I' CGW-2 ❑RCS-2 �` \ Cooler Serial •� ❑Sample Duplicate ❑Selected b laboratory v (y ❑MA Dredge Disposal Y ry t/G�+ 7 L�CL3 �I tf^ ` Number: ❑NH❑RI❑CT❑ME O Matrix Spike ❑Please use sample: Method of Shipment: QgGWA Courier❑Express Mail ❑Federal Express Specify Category: 0 Matrix Spike Duplicate UPS ❑Hand 0 GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. ' All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or.for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control ' sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. Deflnffions »^r� tip, «.aFc, a`P, ..� ..--s,a,e.�w.�4.,s.,_ ..._�:,m"*.:.��. ., "�,.,. ..��w"�` �" 'z.-, �� ;a•. ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory,Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Perent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. I ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report t Laboratory Control Sample Category: EPA Method 8260B QC Batch ID: VM5-2599-WL Matrix: Aqueous Units: ug/L �CASNumber, Analyte ySp�kedMeasured ,R co e�y�M, ,QCLtm�t's : 75-35-4 1,1-Dichloroethene 10 10 104% 70-130% 7143-2 Benzene 10 11 108% 70-130 79-01-6 Trichloroethene 10 11 109% 70-130 108-88-3 Toluene 10 11 111 % 70- 130 % 108-90-7 Chlorobenzene 10 11 111 % 70-130 Surro ate'Com OUpC�S r""' ,NAACO$YeY as � wnE sf7 C LIfiIItS a Q .. . „ � Dibromofluoromethane 91 % 86-118 % 1,2-Dichloroethane-d4 90 % 80-120 ' Toluene-d$ 97 % 88- 110 % 4-Bromofluorobenzene 99 % 86- 115 % Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260B QC Batch ID: VM5-2599-WB Matrix: Aqueous Page: 1 of 2 CA5 Nurnber s Anal, e ' Co cn entration Units Re ofin Limit 75-71-8 DichlorodifN luoromethane BRL ug/L 0.5 74-87-3 Chloromethane BRL ug/L 0.5 75-014 Vinyl Chloride BRL ug/L 0.5 74-83-9 Bromomethane BRL ug/L 0.5 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trichlorofluoromethane BRL ug/L 0.5 60-29-7 Diethyl Ether BRL ug/L 2 75-354 1,1-Dichloroethene BRL ug/L 0.5 76-13-1 1,1,2-Trichlorotrifluoroethane BRL ug/L 5 67-64-1 Acetone BRL ug/L 10 75-15-0 Carbon Disulfide BRL ug/L 5 75-09-2 Methylene Chloride BRL ug/L 2.5 156-60-5 trans-1,2-Dichloroethene BRL ug/L 0.5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL ug/L 0.5 75-34-3 1,1-Dichloroethane BRL ug/L 0.5 590-20-7 2,2-Dichloropropane BRL ug/L 0.5 156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5 78-93-3 2-Butanone(MEK) BRL ug/L 5 74-97-5 Bromochloromethane BRL ug/L 0.5 109-99-9 Tetrahydrofuran(THF) BRL ug/L 5 67-66-3 Chloroform BRL _ ug/L 0.5 71-55-6 1,1,1-Trichloroethane BRL ug/L 0.5 56-23-5 Carbon Tetrachloride BRL ug/L 0.5 fl' 563-58-6 1,1-Dichloropropene BRL ug/L 0.5 7143-2 Benzene BRL ug/L 0.5 107-06-2 1,2-Dichloroethane BRL ug/L 0.5 79-01-6 Trichloroethene BRL ug/L 0.5 ' 78-87-5 1,2-Dichloropropane BRL ug/L 0.5 74-95-3 Dibromomethane BRL ug/L 0.5 75-27-4 Bromodichloromethane BRL ug/L 0.5 ' 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 108-10-1 4-Methyl-2-Pentanone(MIBK) BRL ug/L 5 108-88-3 Toluene BRL ug/L 0.5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-00-5 1,1,2-Trichloroethane BRL ug/L 0.5 127-184 Tetrachloroethene BRL ug/L 0.5 142-28-9 1,3-Dichloropropane BRL ug/L 0.5 591-78-6 2-Hexanone BRL ug/L 5 124-48-1 Dibromochloromethane BRL ug/L 0.5 106-93-4 1,2-Dibromoethane(EDB) BRL ug/L 0.5 108-90-7 Chlorobenzene BRL ug/L 0.5 ' 630-20-6 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 100-41-4 Ethylbenzene BRL ug/L 0.5 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Method Blank Category: EPA Method 8260B QC Batch ID: VM5-2599-WB Matrix: Aqueous . Page: 2 of 2 CAS NumberF Analyfe"� ' .„.K ' Cone ntrat�on � ` r z Units Reporting l5mt' 108-38-3/106-42-3 meta-Xylene and para-Xylene BRL ug/L 0.5 9547-6 ortho-Xylene BRL ug/L 0.5 100-42-5 Styrene BRL ug/L 0.5 75-25-2 Bromoform BRL ug/L 0.5 98-82-8 I sop ropylbenzene BRL ug/L 0.5 1.08-86-1 Bromcberizene BRL ug/L 0.5 ' 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 96-18-4 1,2,3-Trichloropropane BRL ug/L 0.5 103-65-1 n-Propylbenzene BRL ug/L 0.5 9549-8 2-Chlorotoluene BRL ug/L 0.5 108-67-8 1,3,5-Trimethylbenzene BRL ug/L I 0.5 106-43-4 4-Chlorotoluene BRL ug/L 0.5 98-06-6 tert-Butyl benzene BRL ug/L 0.5 ' 95-63-6 1,2,4-Tri methyl benzene BRL ug/L 0.5 135-98-8 sec-Butyl benzene BRL ug/L 0.5 541-73-1 1,3-Dichlorobenzene BRL ug/L 0.5 ' 99-87-6 4-Isopropyltoluene BRL ug/L 0.5 106-46-7 1,4-Dichlorobenzene BRL ug/L 0.5 95-50-1 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 n-Butylbenzene BRL ug/L 0.5 ' 96-12-8 1,2-Dibromo-3-chloropropane BRL ug/L 0.5 120-82-1 1,2,4-Trichlorobenzene BRL ug/L 0.5 87-68-3 Hexachlorobutadiene BRL ug/L 0.5 91-20-3 Naphthalene BRL ug/L 0.5 87-61-6 1,2,3-Trichlorobenzene BRL ug/L 0.5 Dibromofluoromethane 95 % 86- 118 1,2-Dichloroethane-d4 91 % .80- 120 % Tol uene-d8 97 % 88-110 % 4-Bromofluorobenzene 108 % 86-115 % Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Analyte list as specified in Tables 6 and 7 of the method,and additional analytes as specified by MA DEP Method 1 Standards(310 C.M.R.40.0973)and recommended by NH DES for initial waste site investigations,effective 12/1/97. Analysis performed utilizing 25ml-sample purge volume. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution,percent moisture and sample size. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER t ANALYTICAL Quality Control Report Laboratory Control Sample Category: MA DEP VPH Method ' QC Batch ID: VG1-1741-W Matrix: Aqueous Units: ug/L ' z CAS Numb r Analyte Spiked Measu ed t Recouery kQ`C Lrmits 1634-044 Methyl tert-butyl Ether 50 55 110% 70- 130% 71-43-2 Benzene 50 48 96% 70-130% ' 108-88-3 Toluene 50 51 102% 70- 130% 100-414 Ethylbenzene 50 51 103% 70- 130% 108-38-3 and meta- Xylene and para- 100 110 106% 70- 130% 106-42-3 Xylene _ ' 95-47-6 ortho- Xylene 50 53 106% 70-130% 91720-3 1 Naphthalene 50 51 101% 70-130% 2,5-Dibromotoluene(PID) 103 % 70- 130 % 2,5-Dibromotoluene(FID) 103 % 70-130 % ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). . Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. r ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Method Blank Category: MA DEP VPH Method ' QC Batch ID: VG1-1741-W Matrix: Aqueous n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons BRL ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons BRL ug/L 20 CAS Number Target Analytes . -, Concentration, >7 * Units Repo v LIIfI 1634-044 Methyl tert-butyl Ether' BRL ug/L 5 71-43-2 Benzene BRL ug/L 1 108-88-3 Toluene ° BRL ug/L 5 100414 Ethylbenzene{ BRL ug/L 5 108-38-3 and meta- Xylene and para- BRL ug/L 5 106-42-3 Xylene; 95-47-6 ortho- Xylene# BRL ug/L 5 ' 91-20 3 Naphthalene BRL ug/L 5 urro "'*v"<.�" *r,.z s. .wc�r' �rit" K+xs_. °g �. a"k'�. `w•:,;,, , 6su h a t'',". -- ..::::'t ,.,, '' I�QC Sgate.CgmPounds .�..,. �� _,,=m ��.��_,�., Recovery-�..�:�;.�,�. .t" �� :.�QC�Limtsr�,�";,� , 2,5-Dibromotoluene(PID) 113 % 70- 130% 2,5-Dibromotoluene(FID) 107 % 70- 130 Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 - 1 rGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 1 ANALYTICAL Quality Control Report Laboratory Control Sample ' Category: EPA Method 8100(Modified) QC Batch ID: HF-1390-F Matrix: Aqueous ' Units mg/L r l An -'yt- , Spiked, Measured > £, Rec e y Q L met �$ Fuel Oil No. 2 2.0 2.4 120% 60-140 QC Surrogate Compound &1 :°Recovery QC?Limits ortho-Terphenyl 86 % 60- 140 >� Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III (1996). Analytical protocol modified to quantify total petroleum hydrocarbons. Results are quantified on the basis of 5a—androstane. ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I� GROUNDWATER ANALYTICAL Quality Control Report Method. Blank Category: EPA Method 8100 (Modified) QC Batch ID: H F-1390-F Matrix: Aqueous ` And�yte, ,` COncerltrdtrQfl r r UllltS Total Petroleum Hydrocarbons BRL mg/L 0.2 .— - .a._ a z `* t K•2� +., etiaz a«..a ., ¢},„„x $ Lam`�, one x Y` QCSurrogate CompoundR,eco�ey �°� . ortho-Terphenyl 73 % 60- 140 % ' Method Reference: Test Methods for Evaluating Solid Waste, US EPA,SW-846,Third Edition, Update III(1996). Analytical protocol modified to quantify total petroleum hydrocarbons. Results are quantified on the basis of 5c—androstane. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest ' concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: ' http://www.groundwateranalAical.com/qualifications.htm CONNECTICUT�Departm`entof F'_ealthESe Categories: Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/BRS/Environmental Lab/OutStateLabList.htm - �FLORIDA Categories:SDWA,CWA, RCRA/CERCLA I ' http://www.floridadep.org/labs/qa/dohforms.htm �MAINE, Department of�Hurnan Serv�ces,:;�MA103�- Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/CompIiance.htm INASSACHIJSETTS 'De artme Hof Enviro mental Protecfion 1N MA 103NN Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/files/certiabs.pdf �NEW�HAM'PSHIRE;�Department�°of�Enu�ronmental�Services,��20�703� * � ,� �,��� ��=�� Categories: Drinking Water and Wastewater http://www.des.state.nh.us/asP/NHELAP/labsview.asp O ORKDepa tment of Health, 1� _ . . °'4 . Categories: Potable Water, Non-Potable Water and Solid Waste http://www.wadsworth.org/labcert/elap/comm.html PENNSYLVANIA,Department of Environmental�Protection;�68,-665� g ��'"� Environmental Laboratory Registration (Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ Categories:Surface Water,Air,Wastewater, Potable Water,Sewage http://www.healthri.org/iabs/iabsCT—MA.htm U S Department�of Agriculture,So�I�Permit, S-53921 :;,�, � �. � x ,.�� � y Y .7,R.-,.,.""^�«.*i�.,+a�?*'"^` ,.�kg zl`�^"";'h..' �...�.. .�°'�xr,..��`'"°, .F,.._,.� �+a?%r' q. .rmriTM,`��'�_r.».z'".' ._"°�`,rw^m�., ;•.�."�.' .*.�. `�+;=". Foreign soil import permit Hx VER�MONTDepartment oEnviro�mentEConservation Water Su 1 Drv�siou 21 DPP Y Category: Drinking Water ' http://www.vermontdrinkingwater.org/wsops/labtable.PDF ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street,Buzzards Bay, MA 02532 ' Groundwater Analytical,Inc. GROUNDWATER P.O.Box 1200 ANALYTICAL Buzzards Main Street ' Buzzards Bay,MA 02532 Telephone(508)759-4441 August 19, 2003 FAX(508)759-4475 ' www.groundwateranalytical.com Mr.John Tadema-Wielandt Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 tLABORATORY REPORT Project: Monaghan/BO03-3777 ' Lab ID: 63815 Received: 08-12-03 ' Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project ' narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or ' reproduced in its entirety. attest under the pains and penalties of perjury that, based upon my inquiry of those individuals ' immediately responsible for obtaining the intormation, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. tShould you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President ' J RS/kh Enclosures GROUNDWATER 1 ANALYTICAL 1 Sample Receipt Report Project: Monaghan/BO03-3777 Delivery: GWA Courier Temperature: 5.0'C Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present 1 Lab ID 63815 Lab Receipt 08 12 03 Custody Seals) n/a 63815-1 MW-2 Aqueous 8/11/03 16:30 MA DEP VPH with Targets 1 Con ID Container Vendor QC Lot Presery . QC Lot Prep Ship C334705 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 C334717 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 C334729 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 l'Lab IDS � Field ID r �£" :� "' Matrix .Sampled Method h � � fix-Notes 1 63815-2 MW-3 Aqueous 8/11/03 16:45 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC tot Prep Ship 1 C334744 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 C334756 . 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 C334768 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 1 ELab 1D -.�� Field ID Matrix Sampled Method R a Notesg 63815-3 MW4 Aqueous 8/11/03 17:10 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C334706 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 1 C334730 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 C334718 40 mL VOA Vial Industrial BX8445 HCI R-3645F 07-01-03 07-18-03 1 1 1 1 1 i 1 1 1 _ ( � Groundwater.Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Data Certification Project: Monaghan/6003-3777 Lab ID: 63815 Client: Bennett&O'Reilly,Inc. Received: 08-12-03 16:15 C �` f �' MA DEP Com endtum ofArialytteal Methods ' Project Location: n.ta MA DEP RTN: n/a This Form provides certifications for the following data set: MA DEP VPH: 63815-01 through-03 Sample Matrices Groundwater (X) Soil/Sediment ( ) Drinking Water ( ) Other ( ) MCP SW 6#a 8260B ( ) 8151A ( ) 8330 ( ) 601013 ( ) 7470A/1A ( ) MethodsUsed �,_: 8270C ( ) 8081A ( ) VPH (X) 6020 ( ) 9012A ( ) Astspeu(ced m ntADE 8082 ( ) 8021 B ( ) EPH ( ) 7000 S3 ( ) Otherxmw- ( ) Go r pendium of Analytical Y 1 istRelease Tracking Number(RTrM f known �� �t � x � � a ^Methods '" 2 r�yy�46 tvtethod 9012A(Equivalent io 9014)or MA DEP Physiologically hvailable Cyamd_e(FACT Method « -M 4 sF " a PP0 a✓ d. �€te�. 3'z � (check all thata' ly) ��3�S St�/�846 Methods 7000 Series yLists�ndmdual method and analyteY�a�,�„r r, n , ' An affirmative response to questions A,B and C is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed, including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM VI A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes A response to questions D and E below is required for"Presumptive Certainty"status. D. Were all QC performance standards and recommendations for the ' specified methods achieved? Yes E. Were results for all analyte-list compounds/elements for the specified ' method(s)reported? Yes All No answers are addressed in the attached Project Narrative. I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the b st of my knowledge and belief,accurate and complete. Signature: A& oPo sition: President Printed Name: jonath R.Sanford Date: 08-19-03 I ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 t GROUNDWATER i ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-2 Matrix: Aqueous Project: Monaghan/BO03-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 63815-01 QC Batch ID: VG1-1760-W Sampled: 08-11-03 16:30 Instrument ID: GC-1 HP 5890 Received: 08-12-03 16:15 Sample Volume: 5 mL ' Analyzed: 08-17-03 16:31 Dilution Factor: 1 Analyst: MB VPH Rang Coneentratlon� r Notes Units ReportmgLlmit .. _ _ ., F....zf ,.. -..,oo.-,._ x, ..5r'+,a,e�.+ — ..�•= ea n-05 to n-C8 Aliphatic Hydrocarbons to 1,500 ug/L 20 n-C9 to n-C12 Aliphatic H drocarbons t® 150 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 920 ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 1,600 ug/L 20 Unac usted n C9 to n C12 Aliphatic H drocarbons t 1,100 ug/L 20 CASyNumber Analyte C� ;sortcentratlor► t� Notes .; �Urnfs n ;eportm umlt _ f 1634-04-4 Methyl tert-butyl Ether° 6 ug/L 5 71-43-2 Benzene° 11 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Eth (benzene$ BRL ug/L 5 1011-18-3 and 106-42-3 meta-_Xylene and para-Xylene$ BRL ug/L 5 9547-6 ortho- X lene# BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 QC`Surrogate Compound SPlked= tileasur.e d<o� fRe overy, QC Ltmtts 2,5-Dibromotoluene(PID) 100 93 93 % 70-130% 2,5-Dibromotoluene(FID) 100 89 89 % 70-130% `near ; .„ xA x ;°; -'°-`.'; CertlflCat101t°b er�i' "; *°¢'"" '. "c c"*».- a,„ 'y. 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and projectquality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably.quantified under routine laboratory operating conditions. Reporting limits are adjusted for samplesize and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 1 ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-3 Matrix: Aqueous Project: Monaghan/BO03-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 63815-02 QC Batch ID: VG1-1760-W Sampled: 08-11-03 16:45 Instrument ID: GC-1 HP 5890 Received: 08-12-03 16:15 Sample Volume: 5 mL ' Analyzed: 08-17-03 17:11 Dilution Factor: 1 Analyst: MB VH Raries rs z ,tea r.. g., »s- - .'".""..:. .. Concentration 'ra {'iUteS "^ utllLS� Repamnglimit =v: n-05 to n-C8 Aliphatic Hydrocarbons t0 1,600 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons+® 170 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 1,300 ug/L 20 Unadjusted n-05 to n-C8 Aliphatic H drocarbons t 1,600 ug/L 20 Unadiusted n-C9 to n-C12 Aliphatic H drocarbons t 1,400 ug/L 20 d aCAS tutnber" Anal e t`� _ "� concentratton NOtes UrlltSReportmgUmt� ,' 1634-04-4 Methyl tert-but I Ether a 8 ug/L 5 ' 71-43-2 Benzene" 16 ug/L 1 108-88-3 Toluenes BRL ug/L 5 100-41-4 Ethylbenzene$ BRL ug/L 5 108-38-3 and 10642-3 meta-X jene and para-Xylene* BRL ug/L 5 95-47-6 ortho- Xvlene= BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ri m 2,5-Dibromotoluene(PID) 100 94 94 % 70-130% 2,5-Dibromotoluene(FID) 100 92 92 % 70-130% .,?,, ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-CI0 Aromatic Hydrocarbons range. rr Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER i41Vi4L1/TICi4L Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-4 Matrix: Aqueous Project: Monaghan/BO03-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool ' Laboratory.ID: 63815-03 QC Batch ID: VG1-1760-W Sampled: 08-11-03 17:10 Instrument ID: GC-1 HP 5890 Received: 08-12-03 16:15 Sample Volume: 5 mL ' Analyzed: 08-17-03 19:14 Dilution Factor: 2 Analyst: MB VPH Ranges Coneentratton ��Notes "` Units _ReportmgLtm�t n-05 to n-C8 Ali phatic Hydrocarbons to 5,700 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to 1,000 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 3,800 ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 5,800 ug/L 20 ' Unadjusted n-C9 to n-C12 Ali hatic H drocarbons t 4,800 ug/L 20 CAS Number srrrAnalyte, H4= xa Concentrattonfi ,;,, NOtes„ ,_ 1 Untts� _ReportmgLrmit 1634-04-4 Methyl tert-but I Ether" 13 ug/L 10 ' 71-43-2 Benzene" 42 ug/L 2 108-88-3 Toluene" 15 ug/L 10 100-41-4 Ethylbenzene# 16 ug/L 10 108-38-3 and 10"2-3 meta-Xylene and para-Xylene#- 11 ug/L 10 9547-6 ortho- Xylene t 13 ug/L 10 91-20-3 Naphthalene 11 ug/L 10 1 r.• s lr s '+� a - +Sw s* 3 "Y .s k > QC Surrogate CompoUT' , Spiked Measured y 3'Recovery *e 1 ,,, QC Ltmtts 2,5-Dibromotoluene(PID) 100 82 82 % 70-130 2,5-Dibromotoluene(FID) 100 73 73 % 70-130 O ..�` s1w z � QA/QC Certlflr dttOn �c ` �RM 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Project Narrative Project: Monaghan/B003-3777 Lab ID: 63815 Client: Bennett&O'Reilly, Inc. Received: 08-12-03 16:15 Asa R g �d�� -.� � � �� � � � ��� aA Documentation andlC�ient�Commiimcatwn The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . Project 63815 was changed from Standard (10 business day)to Priority(5 business day)turnaround. The project was given a due date of 08-20-03,per John Tadema-Wielandt,08-15-03. � a{AKModifi ��5' Non ConfoREMrmand Observations ' ' The sample(s) in this project were analyzed by the referenced analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . No method modification, non-conformances or observations were noted. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 /� ® 228 Main Street,P.O.Box 1200 ANALY�i Uy�q T Buzzards Bay,MA02532 CHAIN-OF-CUSTODY RECORD RI® 066597 TICAL Telephone(508)759-4441 AND WORK ORDER fie. �s FAX(508)759.4475- Project Name: Firm: _' TURNAROUND ANALYSIS REQUEST I[V ,yv�-` PestMerh/PCBS PetroleumN Hydrocarbon Hai. .l 1 r Valatiles Semivalatiles Metals General Chemistry Other Project Number: Address; 14 STANDARD(10 Business Days) TEstracmble Vol. Ext.TPN vol.rrx waste _ 1 jJ ` ❑ PRIORITY(5 Business Days) s A o s N q z �,I,C " .�7�7 )i_72, }ti`�`�ti 5' - I PC) ov, I667 ❑ RUSH(RAN ) ry o m e u (Rush requires Rush Authorization Number) ❑ o ❑ a Sampler Name: City/State/Zip: AAq 'l� A�t 1 Please FAX r YES ❑ NO a _ L 'v l"L� F.jYF�w`��tf t/•l• �2..61. FAX Number: - a m o o „ Project Manager: Telephone: r a - o N o d o o _ BILLING 0 0 0 0 0 ❑ 0 0 e r c� 2 - N c 6w• 4� S � Gt'�C)(�- Purchase Order No.: GWA Reference No.: INSTRUCTIONS:Use separate line for each container(except replicates). Sampling `> a a _ _ ❑ Matrix Type Containers 0 0 ❑ 0 0 0 ❑ 0 o 0 0 0 6 0 ��, 9 0 € F ° () Preservation Filtered e ! SAMPLE a - LABORATORY e n a a _ e -2 e 0 0 y 9 IDENTIFICATION g e NUMBER �" „ :� s _ E a t ❑ ig - € F w ffi o w > s h - m (Lab Use Only) m S e z - a _ 0 r - s o O H — o E E E E E E Sn E a Sn E _ o r E y ,1p.� N o v o r « o 'r^ o n u m o Q a A ❑ e m' A "a E m o q ❑ o 3 o e e i -tiy+"z s` / 2 0 0 0 0 0 m — s x 3 0 - a 81t0'� ?U t "L o ❑ a ❑ oo ❑ ❑ Bo ❑ ❑ 0 ❑ ❑ 000 ❑ oa 3 z F X X 5. ' V f A t , a l LL .'1 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific OC TE:All samples submitted subject to5juVa jerms and qonditipns on reverse hereof. ❑Safe Drinking Water Act Man regulatory q project❑MA DEP Form y 9 y programs and EPA methods require roject ell is y ler. Date. Time R . Ived .'�\.�/-:1 _j ReceiptTemperat e: specific QC.Project specific QC includes Sample Duplicates, ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates..LaboratoryQC Is a 7 ��YS ) ) Specify State: not project specific unless prearranged.ranged.Project specific QC °T C7 I J> Rl� �/ ❑RCRA/Haz.Waste Char. samples are charged on a per sample basis.For water samples, R li I ad Date Time Received by�,, Shipping/Airbill - MA MCP(310-CMR 40) each MS,MSD and Sample Duplicate requires an additioFlal �" Q Number: % Y X Re ortabie Concentrations sample aliquot. . RCGW-1 ❑RCS-1 Project Specific OC Required Selection of OC Sample Relinquisheb b : Date Time Received by Laboratory: Custody Seal/ ❑RCGW-2❑RCS-2 Cooler Serial p Sample Duplicate ❑Selected by laboratory ❑MA Dredge Disposal Number: ❑NH❑RI❑CT❑ME O Matrix Spike ❑Please use sample: Method of Shipment: 1 1 GWA Courier❑Express Mail ❑Federal Express Specify Category: 0 Matrix Spike Duplicate — 6 UPS ❑Hand 0 GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control s u �s, �` ✓ .n' ,r `„ �z?,$ x { �: �-»� �., 3c Yam" *='✓ $�` -_ 4k' '.. ° i wss, - w # w.i ��,� s rZ � 'n A� rogramw;Overviety � Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS). developed for each ' analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked ' with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GUMS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 ' hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation ' batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. °a .a ' u B Definitions * , e �� r d .z ". » .,+ a'�3'�fi r i;r--a-^.2.;.,. Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of ' the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Perent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Laboratory Control Sample ' Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1760-W Analyzed: 08-17-03 08:03 Matrix: Aqueous Analyst: MB ' Units: ug/L CAS Number„ x'i. XSAnalyte � Sptked easured Recovery$x ` QCtmits� 1634-04-4 Methyl tert-butyl Ether 50 55 109 % 70-130% 71-43-2 Benzene 50 47 94 % 70-130% 108-88-3 Toluene 50 50 101 % 70-130% 100-41-4 Ethyfbenzene 50 50 100 % 70-130% ' 108-38-3 and 106-42-3 meta-Xylene and para-Xylene 100 100 104 % 70-130% 9547-6 ortho- Xylene 50 51 103 % 70-130% 91-20-3 Naphthalene 50 49 98 % 70-130% 2,5-Dibromotoluene(PID) 150 150 98 % 70-130% 2,5-Dibromotoluene(FID) 150 150 97 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Quality Control Report ' Method Blank Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1760-W Analyzed: 08-17-03 08:43 Matrix Aqueous Analyst MB n-05 to n-C8 Aliphatic Hydrocarbons to BRL ug/L 20 ' n-C9 to n-C12 Aliphatic Hydrocarbons t® BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons BRL ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t BRL ug/L 20 R�Ci�S..e�rUflbCrt'. A�171tYt�._.-.�' 1634-04-4 Methyl tert-butyl Ether" BRL ug/L 5 7143-2 Benzene Y BRL ug/L 1 ' 108-88-3 Toluene a BRL ug/L 5 100-414 Ethylbenzene= BRL ug/L 5 108-38-3 and 10642-3 meta-X lene and para-Xylene# BRL ug/L 5 95-47-6 ortho- X lene# BRL ug/L 5 ' 91 20 3 Naphthalene BRL ug/L 5 2,5-Dibromotoluene(PID) 100 109 109 % 70-130% ' 2,5-Dibromotoluene(FID) 100 104 104 % 70-130 Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be ' reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and ' the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. 1x Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 i GROUNDWATER ' ANALYTICAL Certifications and Approvals ' Groundwater Analytical maintains environmental laboratory certification in a variety of states. Y r)' tY Copies of our current certificates may be obtained from our website: thttp://www.groundwateranalZical.com/qualifications.htm Categories: Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/BRS/Environmental Lab/OutStateLabList.htm FLORIDA„Department of Elealth,;Bureau of La�iorator�es;�E87643��� ,��,..`� � `�� � � �> ��,�� Categories:SDWA,CWA, RCRA/CERCLA - http://www.floridadep.orgliabs/qa/dohforms.htm ' MAINE;�Departmentrof�N�man Serv�ces` MA103't � � �$ ��� `�� '°�x� ,� ' Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/Compliance.htm MASSACH�USE�T�TS,Departrnent�of�Env�,iron*rnental)Protect�onr��MMA 703������, ��_ ne�� �'�r�W .,f ' Categories: Potable Water and Non-Potable Water hftp://www.state.ma.us/deplbspt/wes/fiIes/certlabs.pdf ��NEW�) AMPSHI�RE,�Depar�finen of�r�,vironmen#alServ�c�esx;�202�7�03 � " � �� �1Yz �� y � ��� �� r �� Categories: Drinking Water and Wastewater http://www,des.state.nh.us/asp/NHELAP/labsview.asp ffiw Categories: Potable Water, Non-Potable Water and Solid Waste http://www.wadsworth.org/labcertlelap/comm.html -7 .s'�aY � s✓ PENNSYLVANI'A, DepartmentofEnv�ronmental,Protecton638665 ,�;,„��,�� -�, ,V���� �r �` � '` ' ' Environmental Laboratory Registration (Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ Syr#rs'ad ������.� a 'Y°-�� ^ m�aCnc� s.�t'� 3.ht� � " �" ' '"rc�#*z: �''' ,°�.gt wvvti'�t .� � ,����a�g� �9.�f ?�.1+�,� .�n�t qp• Categories:Surface Water,Air,Wastewater, Potable Water,Sewage http://www.healthri.org/labs/labsCT—MA.htm Foreign soil import permit ,�p.,.h .�.�,�,a,,s p,w. ! 3§ §�,. Yf2�'�i� -.,` utit �v+tff`�`��5,u. ;„ ;��'a�'�t✓.n„y,�{,, �.sW .. �}�, �z "i'Saa"'�C x � > �.�.,p� &� .V, ��VERMONT Department�of`�Env�ronmental Conservation,�Water�-Supply�Divis�on�q �'�� ? £. ��: �.„Y' ,'�t,...�G,. ,.-� _ _ �,�: *. �t�,..�: ;c' °.�, ,�'s;;»„�'.2��^xv.����r�:�a. !�:'�..: �...�1 �:.�°�w�w•m�.$'tfi<.��.r 7t�'°�;aa� �H _��. v'. Category: Drinking Water ' http://www.vermontdrinkingwater.org/wsops/labtable.PDF Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GIRR ®UN® ATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL' Buzzards Main Street Bay, MA 02532 Telephone(508)759-4441 August 26, 2003 FAX(508)759-4475 www.groundwateranalytical.com Mr.John Tadema-Wielandt Bennett & O'Reilly, Inc. ' P.O. Box 1667 Brewster, MA 02631 ' LABORATORY REPORT Project: Monaghan/37 Barnstable Rd./BO03-3777 ' Lab ID: 64156 Received: 08-21-03 ' Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for Rush 3 Business Day turnaround. 1 • This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project t narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certifications. tThe analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or ' reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals ' immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, ' Jonathan . Sanford President ' JRS/smd Enclosures GROUNDWATER ' ANALYTICAL ' Sample Receipt Report Project: Monaghan/37 Barnstable Rd./BO03-3777 Delivery: GWA Courier Temperature: 4.0'C Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present Lab ID: 64156 Lab Receipt: 08-21-03 Custody Seal(s): n/a ' Lab ID F40Di ..x,. Mptrix 5ampled( 64156-1 MW-1 Aqueous 8/21/03 12:15 MA DEP VPH with Targets ' Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C249141 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 C249165 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 C249153 40 mL VOA Vial Industrial I BX8216 I HCI I R-3645B 06-18-03 06-26-03 Lab ID �F�el'd IDMatnx Sampled Method � � � E � 'e � Notes �5 ay 64156-2 MW-3 Aqueous 8/21/03 11:25 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship ' C249142 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 C249154 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 C249166 40 mL VOA Vial Industrial BX8216 HCI R-3645B 06-18-03 06-26-03 Lab Di tF�eld ID - Sam led aMethbd `t $ k Notes' ' t ' ... 64156-3 MW4 Aqueous 8/21/03 12:40 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C249184 -A0 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 ' C249208 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 C249196 40 mL VOA Vial Industrial BX8216 HCI R-36456 06-18-03 06-26-03 I t e 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f GROUNDWATER ' ANALYTICAL Data Certification Project: Monaghan/37 Barnstable Rd./BO03-3777 Lab ID: 64156 Client: Bennett&O'Reilly,Inc. Received: 08-21-03 17:42 •• P T' S 4`�SASJ E W fiw" t$4 ^5"*N' m < a' r MADEP CompendwmofAnalyt�cal Methods? Project Location. n/a MA DEP RTN: n/a This Form provides certifications for the following data set: MA DEP VPH 64156-01,-02,03 Sample Matrices Groundwater (X) Soil/Sediment ( ) Drinkingwater ( ) Other ( ) M"CP SW 845 8260E ( ) 8151A ( ) 8330 ( ) 6010B ( ) 7470A/1A ( ) lvlethods,.U`sed 4 8270C ( ) 8081A ( ) VPH (X) 6020 ( ) 9012A2 ( ) �"AsspeatietlinMADEP �' 8082 ( ) 8021E ( ) EPH ( ) 700053 ( ) Other ( ) i Compendium of Analytical- 1 Lisi Release Tracking Number(RTN) Methotls 2 SW -Met,hotl 90.12q(Equivalent ioz9014j or MA @P Phy o(ogicagyAvdilable Cyanide(PAC)fvle[hotl' g (cheek all that a ply) t r z' 3 f-'S"S\N$a6 Metl ods 70QO Series of `�ir diVi duali meihod ' An affirmative response to questions A,B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes ' B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed, including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP ' document CAM VII A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes D. VPH and EPH methods only: Was the VPH or EPH method run without Yes ' significant modifications,as specified in Section 11.3? A response to questions E and F below is required for"Presumptive Certainty"status. ' E. Were all QC performance standards and recommendations for the specified methods achieved? Yes F. Were results for all analyte-list compounds/elements for the specified method(s)reported? Yes All No answers are addressed in the attached Project Narrative. I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal ' inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the bast f my knowledge and belief,accurate and complete. TN ' Signature: Position: President AAJR. an rd Printed Name: JonatDate: 08-26-03 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-1 Matrix: Aqueous Project: Monaghan/37 Barnstable Rd./BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCI/Cool Laboratory ID: 64156-01 QC Batch ID: VG1-1765-W Sampled: 08-21-03 12:15 Instrument ID: GC-1 HP 5890 Received: 08-21-03 17:42 Sample Volume: 5 mL Analyzed: 08-22-03 16:01 Dilution Factor: 1 Analyst: PO s . 4014 V, ., ,t Conceritratlon s- �IOteS r, a �1nit$ Po M. t , VPH Ranges n-05 to n-C8Aliphatic Hydrocarbons t0 BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons t® BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 ' Unadjusted n C5 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadjusted n C9 to n C12 Aliphatic Hydrocarbons t BRL ug/L 20 46: - , CAS Numbers Analyte s aConcentratron Units& Repurhng;trmd, 1634-04-4 Methyl tert-butyl Ether° BRL ug/L 5 ' 71-43-2 Benzene tt BRL ug/L 1 108-88-3 Toluene a BRL ug/L 5 100-41-4 Ethylbenzene= BRL ug/L 5 108-38-3 and 10842-3 meta-X lene and para-Xylenet BRL ug/L 5 95-47-6 ortho- Xylene{ BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 �Surro ate Coin oundb Sptked (iNeasured �� Recove f QC Limits �Q g, 2,5-Dibromotoluene(PID) 100 110 114 % 70-130 2,5-Dibromotoluene(FID) 100 100 102 % 70-130 a�• •d" x ,, 'f 3ttmQAfQC Certtftcatlon''" :�va ,y„ `, x 1ya, +.-z ry ',, --_a'3,a�H�. m,A, �> 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? . . . No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-C`to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GGPID/FID Field ID: MW-3 Matrix: Aqueous Project: Monaghan/37 Barnstable Rd./BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCI/Cool Laboratory ID: 64156-02 QC Batch ID: VG1-1765-W Sampled: 08-21-03 11:25 Instrument ID: GC-1 HP 5890 Received: 08-21-03 17:42 Sample Volume: 5 mL ' Analyzed: 08-22-03 16:42 Dilution Factor: 1 Analyst: PO '``' t `= ' a"�"'NOtCS fRepOrt�ng Lrt ruPH Ranges _ , ; Coneentratwn ,� _ _ n-05 to n-C8 Aliphatic Hydrocarbons to 830 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons t® 82 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 550 ug/L 20 ' Unaditisted n-05 to n-C8 Aliphatic H drocarbons t 840 ug/L 20 Unadjusted n C9 to n C12 Aliphatic H drocarbons t 630 ug/L 20 CAS,Number Analyte § „_ Concenratton , (Votes Unifs� 1634-04-4 Methyl tert-butyl Ether n BRL ug/L 5 71-43-2 Benzene" 8 ug/L 1 108-88-3 Toluene" BRL ug/L 5 100-41-4 Eth (benzene# BRL ug/L 5 ' 108-38-3 and 10642-3 meta-X lene and para-X lene` BRL ug/L 5 9547-6 ortho- Xylene; BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 �•, QC Surrogate Compound * k S eked Measured" Rbcoue = C Ltmits 2,5-Dibromotoluene(PID) 100 99�v 99 % 70-130% 2,5-Dibromotoluene(FID) 100 1 94 94 % 70-130% � •�' "� � �-�t" � '��� e,�>��, . QA/QC`Certtftcati4n _� �::max � '" �Y�, � � �.� �^ �� 1' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? - No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-4 Matrix: Aqueous Project: Monaghan/37 Barnstable Rd./8003-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCI/Cool Laboratory ID: 64156-03 QC Batch ID: VG1-1766-W Sampled: 08-21-03 12:40 Instrument ID: GC-1 HP 5890 Received: 08-21-03 17:42 Sample Volume: 5 mL Analyzed: 08-26-03 00:37 Dilution Factor: 10 Analyst: PO VPH Ran eS�«� -4 ,� � �'� '"` Concentration - �NoteS Units` � Reporting um. n-05 to n-C8 Aliphatic Hydrocarbons t0 2,700 ug/L 200 n-C9 to n-C12 Aliphatic Hydrocarbons t® BRL ug/L 200 n-C9 to n-C10 Aromatic Hydrocarbons' 1,900 ug/L 9( Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons' 2,800 ug/L 200 Unadjusted n C9 to n C12 Aliphatic Hydrocarbons t 2,100 ug/L 200 CAS"Number Anal ne� * �1 r Concentration ,:MNotes ,7 Uni Report�ngvUmit 1634-04-4 Methyl tert-butyl Ether° BRL ug/L 50 71-43-2 Benzene" 15 ug/L 10 108-88-3 Toluene " BRL ug/L 50 100-41-4 Eth (benzene: BRL ug/L 50 108-38-3 and 10"2-3 _meta-Xylene and para-X lene'. BRL ug/L 50 9547-6 ortho- X lene: BRL ug/L 50 91-20-3 Naphthalene BRL ug/L 50 C'Surro a`te tom`ou Measured `-Recove e .� ,. rQCLimitss ' 25-Dibromotoluene(PID) 100 1 97 97 % 70-130 2,5-Dibromotoluene(FID) 100 1 93 93 % 70-130 `i'� 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3: Were any significant modifications made to the method;as specified in Section 11.3.2.1? No - --- Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyze concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. r1 Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Project Narrative Project: Monaghan/37 Barnstable Rd./BO03-3777 Lab ID: 64156 Client: Bennett&O'Reilly, Inc. Received: 08-21-03 17:42 ,hrsLr ''S,a✓'. '£c- s'*5q," ` `' s�Mr' � K ,v �kt5,re`:.A a+£ �a - :. .s>".Kfi "°'¢rn'` dv>Sa% �ga A - r_ � " A Documentation and Client Commumcafion [WZVOr �.��,x;`,z, .i->-c�, ..'".a ;; ,�:., `"re-.� _ -e" .r " ss >e�'s ._..rz: '. ,�°' ' The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. nces n i= a, rp , an s se p% B Method Mod�frcatio ,Non Conformad Obruat�ons :?" The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . No method modifications, non-conformances or analytical issues were noted. r r i i t Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I tll,�t I f�A ® WS@w� 228 Main Street,P.O.Box 1200 Buzzards Bay,MA025s2 CHAIN-OF-CUSTODY RECORD ANALYTICAL ,I�LYTIC L Telephone dwat 7 nalyti 1•FAX(508)759-4475 AND WORK ORDER - � N? 075051 e� m'^� E! A� www.groundwateranalytical.com Pr ��ject Name: 3� Firm: r �5�e "� (� 41I�/ TURNAROUND ANALYSIS REQUEST J��UvLef ll r` ` r ❑ STANDARD(10 Business Days) ValalH PestMerbPM es Semivelatiles Metals Petroleum d acaroon Haz. General Chemistry other Eximstahle Vol. Ext.TPH VaI.TPH Waste Project Number": Address: n ❑ PRIORITY(5 Business Days) A z a e ! �� �S /ems Ma' , S-i; ~('—, v /1/��/ RUSH(RAN- �7�y ) o'- F a V zs. e N x o V a/� {,t I (Rush requires Rush Authorization Number) ❑ p p O .�3 0 ❑ Sampler Name: City/State/Z ip: ❑Please Email to: Please FAX to:J' �Project Manager: BILLING "s ° m - A a ° o 1 9 Telephone: t9 y s o o (l �t Purchase Order No.: o z g 0 0a l ❑ Third Party Billing: o - z- A o Cl 9 INSTRUCTIONS:Use separate line for each container(except replicates). o _ Cl a a ❑ GWAQuote: e _ _ �, m s= ❑ �' a o Sampling Matrix Type Containers) Preservation Fltter. 0 0 0 0 0 0 0 0 a 0 6 ❑ o s D 0 0 L d SAMPLE - _ LABORATORY w c; o ° ❑ a ❑ o IDENTIFICATION 3 - c 5 - _ .NUMBER -. E 3 _ _ it w w _ w p�� _ _ (Lab Use Only) a ? o - H 0 S Q _ _ E E E E E E ❑ — — e n H _ _ _ E _ 00 000 00 0 0 o a 0 ❑ 0 5 0 0 I a� 0 ❑ 0 0 a 0 0 0 D a o 5 o z 41 7 o �t, 777 Al GI S a IEEE 77777 77777 FM 77777 777 3 .4 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC TE:All-sa pies submitted subject to Standard Terms and Conditions on reverse hereof. State Standard Deliverables Many regulatory programs and EPA methods require project ell q sh S er: a Time Received by: Receipt Temperature: specific QC.Project specific QC includes Sample Duplicates, 'r) ,/ ❑CT ❑MCP GW-1/S-1 ❑PWS Form Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory QC is q} ?j/()(� � � ( �( °c:c a eee L ❑ME - MCP GW-2/S-1 ❑ not project specific unless prearranged.Project specific QC, samples are charged on a per sample basis.Each MS,MSD R tin isM d Date Tima Received by: p �, .%"Container Count: �MA ❑NY STARS ❑ and Sample Duplicate requires an additional sample aliquot. ❑NH ❑Drinking Water �RJV0' [6 ❑NY ❑Wastewater Project Specific DC Required Selection of QC Sample Relinquished by: Date Time Received by Laboratory: Shipping/Airbill ❑RI ❑Waste Disposal ❑Sample Duplicate ❑ le:Please use sample: /(1 Number: ❑VT ❑Dredge Material ❑Matrix Spike p �� 9 o� I, Method of Shi ment:/r�pp GWA Courier❑Express Mail❑Federal Express Custody Seal ❑— ❑ O Matrix Spike Duplicate -❑UPS❑Hand❑ Number: M M M M M M _ GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control ,q�•+� .�'.. R4� �hX a��TE+._&s3X 'Y �- .� �rw: -�' �, �„� ,�„�� �'�,g.l� �,COgrdnh'O�#Y�QrY1CW� =�a,�- ,3 .� - '' i �' Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ' Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked ' with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 ' hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. ft?y. m x r a� B De inptlons a a x * s .'-�` r.P`�� `.. ". ,..�,�w.� .. v �' akc Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Perent'Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ' ANALYTICAL Quality Control Report r Laboratory Control Sample Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1765-W Analyzed: 08-22-03 09:36 Matrix: Aqueous Analyst: PO ' Units: ug/L GAS Number A"nal yte6 S tked Measured Recoue ' C emits ' 1634-04-4 Methyl tert-butyl Ether 50 56 112 % 70-130% 71-43-2 Benzene 50 48 97 % 70-130% 108-88-3 Toluene 50 52 103 % 70-130% 10041-4 Ethylbenzene 50 51 103 % 70-130% ' 108-38-3 and 10642-3 meta-Xylene and para-Xylene 100 110 107 % 70-130% 9547-6 ortho- Xylene 50 53 105 % 70-130% 91-20-3 Naphthalene 50 49 98 % 70-130 C Surro ateCom nand nk � S tked ,MeasuredW �Recovry G Lrmtts '� "Q :✓v, .g..,.A., ..-p.. ... :caaa„� ...�,..�`1 err:t ..a� . � .�x ,x„�a�per..,...�-`. .. -s3..._-,._ .:tea w�. :. - 2,5-Dibromotoluene(PID) 150 150 102 % 70-130% 2,5-Dibromotoluene(FID) 150 140 95 % 70-130% ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. r r r r r r r r r -- rGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report Method Blank Category: MA DIP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1.765-W Analyzed: 08-22-03 10:17 Matrix Aqueous Analyst PO VPH Ran eS x a "a� zg.�ct CO`I�1CentratlOn �NOteS UnitS �RepOrting lim t A.: S' �. z n-05 to n-C8 Aliphatic Hydrocarbons't BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons'® BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons' BRL ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadjusted n C9 to n C12 Aliphatic H drocarbons t BRL ug/L 20 CASrNUmber ,�Afld�te z +, `c� y��.,�: CO11,Ce(lirdtlO.n.eao- N„QtCB*�;'-t# *U ItS, R?POrting 1634-04-4 Methyl tert-butyl Ether° BRL ug/L 5 71-43-2 Benzene° BRL ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Ethylbenzene: BRL ug/L 5 108.38-3 and 10&42-3 meta-Xylene and para-X lenei BRL ug/L 5 95-47 6 ortho- Xylene t BRL ug/L 5 91-20 3 Naphthalene BRL ug/L 5 QC Su�rogate,Compound _" Spiked ,'Measured QCLmtts �° ? 2,5-Dibromotoluene(PID) 100 120 117 % 70-130 2,5-Dibromotoluene(FID) 100 105 105 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be i reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. ze Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 i ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report ' Laboratory Control Sample Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1766-W Analyzed: 08-25-03 09:16 Matrix: Aqueous Analyst: PO Units: ug/L 1634-04-4 Methyl tert-butyl Ether 50 56 111 % 70-130% 71-43-2 Benzene 50 50 100 % 70-130% 108-88-3 Toluene 50 53 106 % 70-130% 100-41-4 Ethylbenzene 50 52 104 % 70-130% 108-38-3 and 106-42-3 meta-Xylene and para-Xylene 100 110 109 % 70-130% 95-47-6 ortho- Xylene 50 54 108 % 70-130% 91-20-3 Naphthalene 50 44 87 % 70-130% ' pQC Surrogate�Compound � ''� :Spiked'. Me cured <� Reeouery frq_q; � C-�Ltmtfs��� 2 5-Dibromotoluene(PID) 150 140 95 % 70-130% 2,5-Dibromotoluene(FID) 150 130 89 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DIP 119911* ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 1 i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 1 ANALYTICAL Quality Control Report ' Method Blank Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1766-W Analyzed: 08-25-03 09:56 Matrix Aqueous Analyst PO VPH Ran e53 �, a � ` " y NOtCS§ Ulil Re Ortiti Limit r- n-05 to n-C8 Aliphatic Hydrocarbons t0 BRL ug/L 20 ' n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L. 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 ' Unadlusted n C9 to n-C1 2 Aliphatic H drocarbons t BRL ug/L 20 a�GAS,Number, �Analyte z, �. ��:� ��^ v�Concentration� N_.otes �t° � Untts Reuorn�gY,mn 1634-04-4 Methyl tert-butyl Ether° BRL ug/L 5 7143-2 Benzene° BRL ug/L 1 ' 108-88-3 Toluene° BRL ug/L 5 100-414 Eth (benzene# BRL ug/L 5 108-38-3 and 10642-3 meta-X lene and para-Xylene; BRL ug/L 5 ' 9547 6 ortho- X lene# BRL ug/L 1 5 91-20 3 Naphthalene BRL ug/L 5 QC SOrrngate Compound IkedleasureRecoue�"� � °mC Ltntts 2,5-Dibromotoluene(PID). 100 104 104 % 70-130% 2,5-Dibromotoluene(FID) 100 96 96 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be ' reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. rt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ' ANALYTICAL ' Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: http://www.groundwateranalytical.com/qualifications.htm Categories: Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/B RS/Envi ron mental_Lab/OutStateLabLi st.htm Categories: SDWA,CWA, RCRA/CERCLA ' http://www.floridadep.org/labs/qa/dohforms.htm .jMAI,NE, De artmentofHuman Services �MA7�0 �a � �� P oa . _. " ' Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/Compliance.htm MASSACHUSETTS'De arf a f f:Enuironmer tal Protection' `M MAt`703 a � n� a?�.'5:^{••, " i Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/files/certlabs.pdf ' NEW�H�AMPSHIR'E;Department;of Environmental Services,.202703 a Categories: Drinking Water and Wastewater http://www.des.state.nh.us/asp/NHELAP/Iabsview.asp NEW YOLK,fDepartmen£ ' Categories: Potable Water, Non Potable Water and Solid Waste http://www.wadsworth.org/labcert/elap/comm.html d a Y.. +«r�r'f`�} .:ri ,, r '�'+' 'R"".� a'd �. '}P`^" , - a,. - ,• PENNSYLVki ANIA,wDepar ment,of En���ro mental Proteeti1rXonl 68 665 � � M" A Environmental Laboratory Registration (Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ �°'9 RHODE�isLAND De artment of aHeatth54 �w�� ,� �, _�� .. Categories:Surface Water,Air,Wastewater, Potable Water,Sewage http://www.healthri.org/labs/iabsCT—MA.htm Foreign soil import permit e &' '�".: C i �VRMONT,Depar,tment�ofEnuironmental Conseruati®n,Watta er Supply Divison��� r , ' Category: Drinking Water http://www.vermontdrinkingwater.org/wsops/labtable.PDF Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 RFC D F E B 5 Z004 ' GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL' Buz Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 February 4, 2004 FAX(508)759-4475 www.groundwateranalytical.com 1 Mr.John Tadema-Wielandt ' Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' LABORATORY REPORT Project: Monaghan/37 Barnstable Rd./BO03-3777 ' Lab ID: 69172 Received: 01-28-04 ' Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for ' Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certifications. ' The analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or ' reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals ' immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, ti Jonathan R. Sanford President ' JRS/smd Enclosures — - i GROUNDWATER ANALYTICAL ' Sample Receipt Report Project: Monaghan/37 Barnstable Rd./BO03-3777 Delivery: GWA Courier Temperature: WC Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present ' Lab ID: 69172 Lab Receipt: 01-28-04 Custody Seal(s): n/a Cab IDS Freld ID � xati�x Sam ledMethQd �u Notes .a...�* 69172-1 MW-4(bailer) Aqueous 1/28/04 10:00 MA DEP VPH with Targets ' Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C351749 40 mL VOA Vial Industrial BX9274 HCI R-3722E 09-19-03 n/a C351725 40 mL VOA Vial Industrial BX9274 HCI R-3722E 09-19-03 n/a C351712 40 mL VOA Vial Industrial BX9274 HCI R 3722E 09 19-03 n/a MEYIIOdii' ..� �u �, �;:,,.,. 69172-2 MW-4(low-flow) Aqueous 1/28104 10:30 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship ' C330963 40 mL VOA Vial Industrial BX10050 HCI R-3722D 11-03-03 11-25-03 C351724 40 mL VOA Vial Industrial BX9274 HCI R-3722E 09-19-03 n/a C351713 40 mL VOA Vial Industrial BX9274 HCI R-3722E 09-19-03 n/a tGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GR13UNDWATER ' ANALYTICAL Data Certification ' Project: Monaghan/37 Barnstable Rd./BO03-3777 Lab ID: 69172 Client: Bennett&O'Reilly,Inc. Received: 01-28-04 17:55 n ;,O� � � MA DEPCompendwmofAnalyttcal Methods� � „���` _ �te,�:xr.=� n ,..w -.�" `.,w .�xi._e.F..�a ;,«ww...�_ '.+. .,,ate Project Location: n/a MA DEP RTN: n/a This Form provides certifications for the following data set: ' MA DEP VPH: 69172-01,02 Sample Matrices: Groundwater (X) Soil/Sediment ( ) Drinking Water ( ) Other ( ) MCP,..SW$46111 `. 8260E ( ) 8151A ( ) 8330 ( ) 6010B ( ) 7470A/1A ( ) IvlethodsUsed 8270C ( ) 8081A ( ) VPH (X) 6020 ( ) 9012A2 ( ) TN 8082 ( ) 8021 B ( ) EPH ( ) 7000 S3 ( ) Other ( ) As specified in MfA DEP."' %om endiumOiAnal [ica�( 1 stReleaseTra km Numlier{RTN}i known ' '9 b P a �# "Methods ' t� „ x 2 SW,�-8�,46 Me[hod 907r2A x(Equwalent to 90y74)or MAC DEP,.Ph�y�siologically Available Cyan, ,de{PAC]�4ii[ho`d *. . �eheck all that apply} y 35,,sw$46 Methodsy7000Seres L strindi�idualmethod and analyze W �, An affirmative response to questions A,B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes ' B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and ' discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes f C. Does the analytical data included in this report meet all the requirements ' for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM VII A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes D. VPH and EPH methods only: Was the VPH or EPH method run without ' significant modifications,as specified in Section 11.3? Yes - A response to questions E and F below is required for"Presumptive Certainty"status. t E. Were all QC performance standards and recommendations for the specified methods achieved? Yes F. Were results for all analyte-list compounds/elements for the specified ' method(s)reported? Yes All No answers are addressed in the attached Project Narrative. 1,the undersigned,attest under the pains and penalties of perjury that,based upon my personal ' inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accurate and complete. Signature: Position: President ' Printed Name: Ajonath#RSaJfrd Date: 02-04-04 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street,Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW4(bailer) Matrix: Aqueous Project: Monaghan/37 Barnstable Rd./BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCI/Cool Laboratory ID: 69172-01 QC Batch ID: VG1-1884-W Sampled: 01-28-04 10:00 Instrument ID: GC-1 HP 5890 ' Received: 01-28-04 17:55 Sample Volume: 5 mL Analyzed: 02-03-04 00:20 Dilution Factor: 1 Analyst: PO ✓ "` i �« ��+ raare�Z;� 7SSt� �� - r �e s n,, a .nor .' _*a�tt ,^�4w `+a s�: �"e rota�6^� � a a "�3 r VPH Ranges tl q2 ,, Concentration Notes �nttS =w•r Reprt�mglmd n-05 to n-C8 Aliphatic Hydrocarbons to 530 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to 160 ug/L 20 n-C9 to n-Cl0 Aromatic Hydrocarbons t 310 ug/L 20 ' Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 540 ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t 470 ug/L 20 CAS`Number Anal e a NC RConcentratton � Notes ' Un�fs Rev n gGlmit ' _r Yt._r aa� #tom 1 n v ,.. , 1634-04-4 Methyl tert-butyl Ether' BRL ug/L 5 ' 71-43-2 Benzene a 3 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Ethylbenzene# BRL ug/L 5 ' 108-38-3 and 10642-3 meta-Xylene and para-Xylene t BRL ug/L 5 9547-6 ortho- Xylene; BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ' , QG-Surro ate�Com ound � � p S tked' Measured � Recave � y '` C�Ltmits� 0" , 2,5-Dibromotoluene(PID) 100 1 90 90 % 70-130% 2,5-Dibromotoluene(FID) 100 1 93 93 % 70-130% ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No - Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyze concentrations. ® n-C9 to n-Cl2 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-0 to n-C10 Aromatic Hydrocarbons range. zt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW4(low-flow) Matrix: Aqueous Project: Monaghan/37 Barnstable Rd./BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCI/Cool Laboratory ID: 69172-02 QC Batch ID: VG1-1884-W Sampled: 01-28-04 10:30 Instrument ID: GC-1 HP 5890 Received: 01-28-04 17:55 Sample Volume: 5 mL Analyzed: 02-03-04 01:01 Dilution Factor: 1 Analyst: PO eS W yl1.nlfS RepgrtmgLim�i= g Concentration . : _ t n-05 to n-C8 Aliphatic Hvdrocarbons t 0 38 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic H drocarbons t BRL ug/L 20 ' Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 39 ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t 28 ug/L 20 CAS Numberalyte ., <` Concentration Notes, £ate Utfts 'Reportg[inti 1634-04-4 _ An Methyl tert butyl Ether II BRL ug/L 5 71-43-2 Benzene" BRL ug/L 1 108-88-3 Toluene tt BRL ug/L 5 100-414 Eth (benzene: BRL ug/L 5 ' 108-38-3 and 10642-3 meta-X lene and Para-Xylene# BRL ug/L 5 9547-6 ortho- X lene$ BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 "✓ + .x.,� ras v awn , ..n»k '` ° QCSurrogateCompoynti� � Sp�ked Measured$ ttRecoeryn R:�QCL>titts r 2,5-Dibromotoluene(PID) 100 102 102 % 70-130% 2,5-Dibromotoluene(FID) 100 97 97 % 70-130% 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2:1? - -- - -No - - Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and.dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-Cl0 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater.Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL ' Project Narrative Project: Monaghan/37 Barnstable Rd./BO03-3777 Lab ID: 69172 Client: Bennett&O'Reilly, Inc. Received: 01-28-04 17:55 ���F k�� � �' * ��' � �� �'��-mADocumentafion and�Chent'�Communtcation A The following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. ' tF BMethod Modifrcat�onsNon Conformances and Observafions � � The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . No method modifications, non-conformances or analytical issues were noted. i � III i 1 1 1 i 1 -- 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 WATER Buz Main Street,P.O.Box 1200 Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Twwwgoe(508)7n4441l:AX(508)759-4475 AND WORK ORDER Np 080086 Project Name: Firm: TURNAROUND `—" ANALYSIS REQUEST lt41t �h.7 fws 6� ,� orbl �/ 1 � ❑ STANDARD 10BusinessDas Volatlles senivolatiles Pest/HerbPCas Metals Petroleum Hydrocarbon Haz. General Chemistry Other ( y) Extractable Vol. EF TPH VnI.TPH Waste Project Number: �/ Address: p� C'� // -7 _ PRIORITY(5 Business Days) S 77 1 1675 lvwiu.J'� / Q() * [C6/ ❑ RUSH(RAN- .� ! (Rush requires Rush Authorization Number) ' �, 1 ❑ ❑❑❑ w`3 ❑ ❑ Sampler Name: )q �p If7 City//State/Zip: /j / Please Email to: Z I w�a a - M A 0�3 I Please FAX to: e = a ❑ Project Manager: 1 1 Telephone(: BILLING 0 0 0 0 0 0 0'o E Vpin,tn \'-"" 6 ���• �b3� Purchase Order No.: s m 0 y _ a � a ❑ Third Party Billing: o - ❑ r „ INSTRUCTIONS:Use separate line for each container(except replicates). f a =9 ❑ GWAQuote: a a d _ a ❑ g s M o o - ❑ o 6 a a o o a a e ❑ 00 a o 000 ❑ ❑6 ❑ ago ❑ � � o d ❑ t Sampling Matrix Type Containers) Preservation Filtered o _ a m = d d = o 9 0 = _ n LABORATORY c g o q E o SAMPLE w _ 'g _ _ - - _ NUMBER a g TION-1-io: A 3 - m 3 ❑ $ _❑ o IDENTIFICATION 3 w - `.° a `��, a a - _ (Lab Use Only) a m a'. ? 0 ❑ o s y a s s 6� r vwa9ooE E E 6d e u .o n m ¢ d i ,�, i o f ,�„ a z - m c ❑ry ,,, $ m ^' ' m ^ e a 'ou o 4 o E .= o o �.tet ❑❑0 ❑ ❑ ❑ 0 ❑ a0 ❑0❑0 0 0 ❑ ❑ ❑ ❑ 5osY00 ❑ ❑ ❑ ❑ 009000 i lb�- 10:00 �pX 6j1e(r� 3 �I �( v lD',36 ' j�tl 3' (0W-P OW /` h d771 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC NOT �All samples submitted subject to Standard Terms and Conditions on reverse hereof. MADEPMCP Data Enhancement Affirmation State Standard Deliverables Many regulatory programs and EPA methods require project VVreda Date Time Received by: Receipt Temperature: specific QC.Project specific QC includes Sample Duplicates, T� �( ❑roer�neb sereied YES❑NO MCP Data Certification is required. ❑CT ❑MCP GW-1/S-1 ❑PWS Form Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory QC is /$c 1}. �j i�.y L, G li f f; \ a-s•c heoomme�aed )(, J E ❑ME .)9 MCP GW-2/S-2 ❑MWRA not project specific unless prearranged.Project specific OC Container Count: OYES❑NO MCP minimum Field QC requirements samples are charged on a per sample basis.Each MS,MSD I' he'd Date Time Received by: have been met for this project. PtMA ❑NY STARS ❑ and Sample Duplicate requires an additional sample aliquot. j �, p (Metals,hexavalent chromium and cyanide analyses / l a��T.6U a. require one matrix spike per 20 samples) ❑NH ❑Drinking Water Shi in/Airbill ❑NY ❑Wastewater Project Specific OC Required Selection of OC Sample R linquished by: Date Time Received by Laboratory: pP 9 / rL P" Number: OYES ON O MCP Drinking Water samples required. ' J (Require collection of contingent duplicate samples. ❑RI ❑Waste Disposal ❑Sample Duplicate ❑Please use sample: p r a r, �/�. ;�y„'�- l Trip blanks are also required,if VCA samples collected ❑VT ❑Dredge Material ❑Matrix Spike a 1 Signature: ❑_ p ❑Matrix Spike Duplicate Method of Shipment: Glh courier❑Express Mail❑Federal1Express Custody Seal l UPS 0Hand 0 Number: GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPs are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ' Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing... calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank,one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. _ x E k B eflnitlon#S �" c t o a°Rg ' Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Perent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate ' steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Laboratory Control Sample . Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1884-W Analyzed: 02-02-04 09:52 Matrix: Aqueous Analyst: PO Units: ug/L ' 1634-04-4 Methyl tert-butyl Ether 50 51 102 % 70 130% 7143-2 Benzene 50 45 90 % 70-130% 108-88-3 Toluene 50 49 97 % 70-130% 100-41-4 Ethylbenzene 50 49 97 % 70-130% ' 108-38-3 and 10642-3 meta-Xylene and para-Xylene 100 100 101 % 70-130% 95-47-6 oriho Xylene 50 1 49 99 % 70-130% 91-20-3 Naphthalene 50 49 97 "� S rked ensured , " Recovery " C Ltmrts t� � GSurro ateCom,ound ���'� � - '� 25-Dibromotoluene(PID) 150 140 95 % 70-130% 2,5-Dibromotoluene(FID) 150 150 99 % 70-130% ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. �1 I ' Groundwater.Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report Method Blank Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1884-W Analyzed: 02-02-04 10:32 ' Matrix Aqueous Analyst PO v n-05 to n-C8 Aliphatic Hydrocarbons to BRL ug/L 20 ' n-C9 to n-Cl2 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 ' Unadjusted n C9 to n C12 Aliphatic H drocarbons t BRL ug/L 20 ��CA�S Number Anal e`; ��� 1 � Coneentrafion fJbtes b � � "�,Unrt?; � � 1�teportmgilmn�� 1634-04-4 Methyl tert-but I Ether' BRL ug/L 5 7143-2 Benzene BRL ug/L 1 ' 108-88-3 Toluene tt BRL ug/L 5 100-414 Ethyl benzene# BRL ug/L 5 108-38-3 and 106-42-3 meta-Xylene and para-X lenes BRL ug/L 5 95-47-6 ortho- Xylene$ BRL ug/L 5 91 20 3 Naphthalene BRL ug/L 5 Cti�Surro ate Com ound `' } � `�n Sp�ked�Measured ���.�;Recoue �s�� _ �� QC Ltmrfs, �; 2,5-Dibromotoluene(PID) 100 108 108 % 70-130 2,5 Dibromotoluene(FID) 100 104 104 % 70-130 Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be ' reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. N Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. t ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER DWATER ' ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: I ' http://www.groundwateranalytical.com/quaIifications.htm CONNEC�TICUTDe artment of�Healtha erv�ces PH g586 '� "�� * � z� � c b�, f � �` aS� t p I j M a�� axe ��fl*� � .� � .� �� �.R«,.".��n,az.sn�:a�.�,"��Fr d.': <r'2kAa��„v x Sa 2-��•.o .�� :�� "�h a�*r Categories. Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/B RS/Envi ron mental_Lab/OutStateLabLi st.htm FLORlDA Department of Healthy Bureaus of Laboratories E87643 rw+,���."�R��3* *.. Categories:SDWA,CWA, RCRA/CERCLA ' http://www.floridadep.orgliabs/qa/dohforms.htm tog MAINE,DepartmentofH`umanRServres, MA1Q3y u ' Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/Compliance.htm MASSAU,MINETTS, Depparfrne itXof Env�ronmental�Protec ton, "M MA iO3 x � 4 Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/files/certlabs.pdf NEW�,HAMPSHIR�;'Uepartment�of En�v�ronmentalServices,��202�703�: 0 '� '° � � �� ���+��_� a� Categories: Drinking Water and Wastewater ' http://www.des.state.nh.us/asp/NHELAP/labsview.asp t° Y'�r r« NE,W YORKD11 epartment Categories: Potable Water, Non-Potable Water and Solid Waste ' http://www.wadsworth.org/labcert/elap/comm.htmi �'~w>�'�+ �,� .�,rr Mfg ;.'�'�, �.' �r'..�:�v ''>� u`�"`'����n'a�t�s: .x:aw:'.�' '`'Y�'�,x�'d«�"�cs s�a��"�,rN��,„�.•�: �`����' e� �t��r 5 to � ,rr���d �°'.s-�' �`-'� �i PNNSYLVANIADepartm� ofEnvonmental Protection 68 665 aE i � � z Environmental Laboratory Registration(Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ q r'"'� �x ✓J €'�",` Y�` �t f�'"`sx.� '3P4v �v7X,¢f '",* *�,. F��� `�SP �r g� �� �'zz'A �a�'x,�x°�h� ;F'� �,,,,�^,�J .+ 'r� �.� v: +cw ` �s.:rir:*� Categories:Surface Water,Air,Wastewater, Potable Water,Sewage htlp://www.heal,hri.org/labs/labsCT—MA.htm Foreign soil import permit Y' t� '�5 # t,� s ,x ti W a 4Y 3 "� a cdzai VERMONT,�De artment of Efiu�ronmental Conservation Water Su I ,D, R!" is ' Category: Drinking Water http://www.vermontdrinkingwater.org/wsops/labtable.PDF ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ESS Laboratory ' Division of Thielsch Engineering, Inc. March 30, 2004 John Tadema-Wielandt tBennett& O Reilly, Inc. 1573 Main Street ' P.O. Box 1667 Brewster, MA 0263 1 Dear John Tadema-Wielandt: >, r We appreciate this cpportunity to provide you with our analytical services` ESSrLaboratory is committed to providing the highest quality servicededication to eachchent'mcludes tresponsiveness to emergencies, dependable,wAt`4wntten reports, and client services,which include the availability of al_ analysts to answer your mquirles Enclosed is your data report. The invoice,for this pro�eet is being forwarded to your Accounts r Payable Department.unless other arrangements have previously beemmade with the laboratory `, ' Samples will be disposed of thirty days after the finalreport has been mailedd If youthave anyr questions or concerns, please feel free to call our Customer Servid0l,Department °We value our continued relationship and look forward to hearing from you in the future r t ¢ Sincerely, r b ESS L ORATOR ' � 9 a Laurel Sto dard t Laboratory Director 1 b K + J P J i 1 Y r F= a t y J Y l l^ f Enclosure MDP ' 185 Frances Avenue Cranston RI 02910-2211 Tel.:401 461-7181 Fax:401=461-4486` http//www EssLaboratory coin =_ An Equal Opportunity Employer ESS Laboratory ' Division of Thielsch Engineering, Inc. CERTIFICATE OF ANALYSIS ' PROJECT NARRATIVE CLIENT: Bennett& O Reilly, Inc. ' CLIENT PROJECT ID: Monaghan/37 Barnstable Rd. ESS PROJECT ID: 04030202 1 i Sample Receipt 4 Ground Water samples were received on March 17, 2004.f6r the analysis specified on the ' enclosed Chain of Custody Record Analytical Summary The project as described above has been analyzed in accordance with the ESS Quality As Plan. This plan utilizes' he following methodologies. US EPA SW=846,US EPA: Methods for Chemical Analysis of Water and.Wastes;perr40 CFR`Part 136, APHA Standard ' Methods for the Examination of Water and Wastewater,American'Society for Testing and Materials (ASTM), and other recognized methodologies. The analyses with these noted observations are in conformance to the QuahtyAssurarice Plan In chromatographic,analysis,, t manual integration may be used instead of automated integration because rt produces more: accurate results. ' Holding time requirements for all MCP,analytes were achieved. No unusual observations noted. ' al ical results. Be nnin with This signed Certificate of Analysis 1s our approved release of your an yt gi g this Project Narrative, the entire report has been-paginated. The Chain of Custody is the final report ' page. This report should not be copied ex in-full without the approval of the laboratory.. End of project narrative Laurel St dard/Eric Baanante Date ` ' Laboratory Director/Operations Manager ' 185 Fcannccees Avenue,Cranston,R1029M2211 Tel.:401-461-7181 Fax:401 461-4486 http://www.ESSLaboratory.com i An Equal Opportunity Employer - ESS Laboratory Divison of Thielsch Engineering,Inc. ' 185 Frances Avenue Cranston,RI 02910 Telephone:401-461-7181 .. Fax:401-461-4486 tMADEP MCP Response Action Analytical Report Certification Form Laboratory Project Number: 04030202 ' Project Location:Monaghan/37 Barnstable Rd. MADEP RTN:1 ' This form provides certification for the following data set: 04030202-01,04030202-02,04030202-03,04030202-04 Sample Matrices: (;Groundwater ( )SoiUSediment ( Drinking Water Other: ' hfl IW7 8260B 8151A 8330 ) 6010B 7470A/lA ) 8270C O 8081A O VPH 6020 O 9014M ( ) 8082( 8021B ) EPH 7000 S 7196Aall ) ' An affirmative response to xuestions A,B, C and D is re uired or"Presumptive Certainty"status Were all samples received by the laboratory in a condition consistent A with that described on the Chain-of-Custody documentation for the data Yes ® N01 ❑ ' set? Were all QA/QC procedures required for the specified analytical B method(s)included in this report followed, including the requirement to Yes N01 ❑ t note and discuss in a narrative QC data that did not meet appropriate performance standards orguidelines? Does the analytical data included in this report meet all the requirements for "Presumptive Certainty" as described in Section 2.0 ' (not including collection/analysis of field QC samples at frequencies C prescribed in the CAM of which the laboratory has no knowledge or Yes El No' ❑ control)of the MADEP document CAM VII A,"Quality Assurance and ' Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? D VPH and EPH methods only: Was the VPH or EPH method run Yes No ❑ ' [without significant modification, asspecified in Section 11.3? A response to questions E and F below re uired or "Presumptive Certainty"status E Were all QC performance standards and recommendations for the Yes � No' El' specified methods achieved? F Were results for all analyte-list compounds/elements for the specified method(s)reported? Yes [E No' ❑ t1 All negative response must be addressed in an attached Environmental Laboratory Case Narrative. I, the undersigned,attest under the pains and penalties of perjury that, based upon my personal inquiry of ' those responsible for obtaining the information, the material contained in this analytical report is,to the best of my knowledge and he acc r to omp et . Signature: , , Date: ( 0 Printed Name: Laurel ddard Position: Laboratory bir&tor 002 ESS Laboratory Division of Thielsch Engineering, Inc. CERTIFICATE OF ANALYSIS Volatile Petroleum Hydrocarbon (VPH) Analysis ' Method For Ranges and Target Analytes: MADEP VPH 98-1 Client Name: Bennett&O Reilly, Inc. ESS Project ID: 04030202 ' Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: 04030202-01 Client Sample ID: MW-1 Matrix: Ground Water Date Sampled: 3/16/04 Alkane Dilution: 1 ' Date Analyzed: 03/18;04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactor, Sample Amount: 5ml Preservative: HCl Temperature: See Chain ' Methanol Volume: N/A Extraction Method: 5030 Units L Range Name Result MRL ' C5-Cs Aliphatic Hydrocarbons''Z ND 100 C9-Cl2 Aliphatic Hydrocarbons'Z ND 100 C9 C,o Aromatic Hydrocarbons° ND __ -100 ' ' =Range result excludes concentrations of surrogates and internal standards eluting in that range: 2=Range result excludes concentrations of target analytes eluting in that range. 3 =Range result excludes the concentration of the C9-C;0 aromatic range. 1 Com ound Name Result MRL. 1 Benzene ND 51. Ethylbenzene ND 5 Methyl tert-butyl ether ND 1.5` Naphthalene ND 40 Toluene ND 15 m- &p-Xylenes ND 10 o-X lene ND 10 _ MRL=Method Reporting Limit. ND =Not Detected above MRL. Method Surrogate ID: 3LO5005 Extraction Surrogate ID: N/A Method Surrogate %Rec. Limits Extraction Surrogate %Rec. Limits 2 5-Dibromotoluene 106 10-130 ' Approved >� �I By: Date: MDr Page 1 of 1 185 Frances Avenue,Cranstcn,RI 02910-2211 Tel.:401-461-7181 Fax:401-461-4486 http://www.ESSLaboratory.cono 0 3 An Equal Opportunity Employer ESS Laboratory Division of Thielsch Engineering, Inc. CERTIFICATE OF ANALYSIS Volatile Petroleum Hydrocarbon (VPH) Analysis ' Method For Ranges and Target Analytes: MADEP VPH 98-1 Client Name: Bennett& O Reilly, Inc. ESS Project ID: 04030202 ' Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: 04030202-02 Client Sample ID: MW-2 Matrix: Ground Water Date Sampled: 3/16/04 Alkane Dilution: 1 ' Date Analyzed: 03/18/04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactory Sample Amount: 5ml Preservative: HCl Temperature: See Chain ' Methanol Volume: N/A Extraction Method: 5030 Units: Range Name Result MRL C5-C8 Aliphatic Hydrocarbons"' 423 100 C9-Cl2 Aliphatic Hydrocarbons32 330 100 C9-Clo Aromatic Hydrocarbons' 318 100 ' =Range result excludes concentrations of surrogates and internal standards eluting in that range, '=Range result excludes concentrations of target analytes eluting in that range. '=Range result excludes the concentration of the C9-Cio aromatic range. Compound Name Result MRL ' Benzene ND 5 Ethylbenzene ND 5 Methyl tert-butyl ether 198 1.5 Naphthalene ND'. 10;: ' Toluene ND i 5 m- &p-Xylenes ND 10` ' o-Xylene ND 10 MRL— Method Reporting Limit. ND=Not Detected above MRL. Method Surrogate ID: 3LO5005 Extraction Surrogate ID: N/A ' Method Surrogate %Rec. Limits Extraction Surrogate %Rec. Limits. 2,5-Dibromotoluene 110 70-130 I Approved By: Date: 3 Pagel of 1 MDr ' 185 Frances Avenue,Cranston,RI 02910-2211 Tel.:401-461-7181 Fax:401-461-4486 http://www.ESSLaboratory.con004 - An Equal Opportunity Employer i ESS Laboratory ' Division of Thielsch Engineef-ing, Inc. CERTIFICATE OF ANALYSIS Volatile Petroleum Hydrocarbon (VPH) Analysis Method For Ranges and Target Analytes: MADEP VPH 98-1, Client Name: Bennett & O Reilly, Inc. ESS Project ID: 04030202 Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: 04030202-03 Client Sample ID: MW-3 Matrix: Ground Water Date Sampled: 3/16/04 Alkane Dilution: 1 ' Date Analyzed: 03/18/04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactory Sample Amount. 5ml Preservative: HCl Temperature: See Chain Methanol Volume: N/A Extraction Method: 5030 Units: µg/L Range Name Result MRL CS-C8 Aliphatic Hydrocarbons"' 1280 100 C9—Cl2 Aliphatic Hydrocarbons3°2 582 100 C9 Clo Aromatic Hydrocarbons' 517` 100 ' ` =Range result excludes concentrations of surrogates and internal standards eluting in that range. z=Range result excludes concentrations of target analytes eluting in that range. 3 =Range result excludes the concentration of the Co-C,o aromatic.range. Compound Name Result MRL ' Benzene ND 5 Ethylbenzene ND S Methyl tert-butyl ether 8.37 1.5 Naphthalene ND 10 Toluene ND 15 m- &p-Xylenes ND 10 o-Xylene ND 10" MRL=Method Reporting Limit. ND Not Detected above MRL. Method Surrogate ID: 3LO5005 Extraction Surrogate ID: N/A ' Method Surrogate %Rec: Limits Extraction Surrogate % Rec. Limits: 2,5-Dibromotoluene 110 70-130 Approved By: Date. Page 1 of 1 MDP 185 Frances Avenue,Cranston,RI 02910-2211 Tel.:401-461-7181 Fax:401-461-4486 http://www.ESSLaboratory.como 0 An Equal Opportunity Employer ESS Laboratory Division of Thielseh Engineering, Inc. CERTIFICATE OF ANALYSIS Volatile Petroleum Hydrocarbon (VPH) Analysis Method For Ranges and Target Analytes: MADEP VPH 98-1 Client Name: Bennett&O Reilly, Inc. ESS Project ID: 04030202 Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: 04030202-04 Client Sample ID: MW-4 Matrix: Ground Water Date Sampled: 3/16/04 Alkane Dilution: 1 Date Analyzed: 03/18/04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactory Sample Amount. 5ml Preservative: HCl Temperature: See Chain Methanol Volume: N/A Extraction Method: 5030 Units: 11g/L Range Name Result MRL C5-C8 Aliphatic Hydrocarbons"' 323 100 C9-CU Aliphatic Hydrocarbons'°' 208 100 C9-Cl0 Aromatic Hydrocarbons' 174 100 =Range result excludes concentrations of surrogates and internal standards'eluting'in that range. '=Range result excludes concentrations of target analytes eluting in that range. ' =Range result excludes the concentration of the aromatic range. Compound Name Result MRL ' Benzene ND: 5. Ethylbenzene ND; 5 Methyl tert-butyl ether ND ' Naphthalene ND IO.. Toluene ND 15, m- &p- Xylenes ND 10: ' o-X_ylene ND l0 MRL=Method Reporting Limit. ND =Not Detected above MRL Method Surrogate ID: 3LO5005 Extraction Surrogate ID: N/A ' Method Surrogate %Rec. Limits Extraction Surrogate % Rec. Limits 2,5-Dibromotoluene 104 70-130 i ' Date: j M ..Approved By: v��' Page 1 of 1 MDr - - 1 1 Fax:401 46 1 4486 htt ://www.ESSLaborato .co lE5 Fiances Avenue,.Cranston,RI 02�10 2211 Tel.:4�1 4G1 7 i r r3' t�j An Equal Opportunity Employer QUALITY CONTROL SECTION f i i 007 ESS Laboratory Division of Thielsch Engineering, Inc. CERTIFICATE OF ANALYSIS Volatile Petroleum Hydrocarbon (VPH) Analysis Method For Ranges and Target Analytes: MADEP VPH 98-1 Client Name:. Bennett& O Reilly, Inc. ESS Project ID: 04030202 ' Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: HAGB031804BI Client Sample ID: Method Blank Matrix: Aqueous Date Sampled: N/A Alkane Dilution: 1 Date Analyzed: 03/18/04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactory Sample Amount: 5m1 Preservative: N/A Temperature: N/A Methanol Volume: N/A Extraction Method: 5030 Units: [Ig/L Range Name Result MRL C5-C8 Aliphatic Hydrocarbons"' ND 100 C9-Cl2 Aliphatic Hydrocarbons32 ND 100 C9-C,o Aromatic Hydrocarbons' NO 100 ' ' =Range result excludes concentrations of surrogates and internal standards eluting in that range. '=Range result excludes concentrations of target analytes eluting in that range: 3=Range result excludes the concentration of the C9-C,0 aromatic range. Compound Name Result MRL Benzene ND 5 Ethylbenzene ND 5 Methyl tert-butyl ether ND 1.5 ' Naphthalene ND` 10 Toluene ND 15 m- &p-Xylenes ND <10 o-Xylene ND 10 MRL=Method Reporting Limit. ND =Not Detected'above MRL. Method Surrogate ID: 3LO5005 Extraction Surrogate ID: N/A Method Surrogate %Rec. Limits Extraction Surrogate %Rec. Limits 2,5-Dibromotoluene 102 70-130 )7�Approved By: Date: 3 Page 1 of 1 MDr 185 Frances Avenue,Cranston,RI 02910-2211 Tel.:401-461-7181 Fax:401-461-4486 http://www.ESSLaboratory.comOj U 8 An Equal Opportunity Employer - ESS Laboratory Division of Thielsch Engineering, Inc. CERTIFICATE OF ANALYSIS ' Volatile Petroleum Hydrocarbon (VPH) Analysis Method For Ranges and Target Analytes: MADEP VPH 98-1 Client Name: Bennett& O Reilly, Inc. ESS Project ID: 04030202 Client Project ID: Monaghan/37 Barnstable Rd. ESS Sample ID: HAGB031804LCSI Client Sample ID: Blank Spike Matrix: Aqueous Date Sampled: N/A Alkane Dilution: 1 ' Date Analyzed: 03/18/04 Aromatic Dilution: 1 Analyst: MD Percent Solid: N/A Container: Satisfactory Sample Amount: 5ml Preservative: N/A Temperature: N/A ' Methanol Volume: N/A Extraction Method: 5030 Units: gg�L Compound Name Result Recovery Limits ' Methyl tert-butyl ether 90 70-130 Benzene 99 70-130 Toluene 99 70-130 ' Ethylbenzene 99 70-130 m- &p-Xylenes 99 70-130 o-Xylene 98, 707-130 ' Naphthalene 106 70430 ND =Not Detected. i 1 � 1 Approved By: J Date: 3 /01 Page 1 of 1 MDP ' 185 Frances Avenue,Cranston,RI 02910-2211 Tel.:401-461-7181 Fax:401-461-4486 http://www.ESSLaborafory.eonf) An Equal Opportunity Employer - r r ESS LABORATORY CERTIFICATIONS rU.S. Army Corps of Engineers Soil and Water r Navy Installation Restoration QA Program Soil and Water 1 Connecticut: PH-0750 Maine: RI002 rMaryland: 301 Potable Water rMassachusetts: M-RIO02 rNew Hampshire(NELAP): 24204-A Drinking Water rWastewater New Jersey(NELAP)RIO02 ' Potable Water Non Potable Water Solid and Hazardous Waste r New York(NELAP): 11313 Potable Water ' Non Potable Water Solid and Hazardous Waste r North Carolina: 44701 Potable Water(Organics) 1 Pennsylvania: 68-934 rRhode Island: 179 ' United States-Department-of Agriculture Soil Permit: 5-54210 r 010 i cci !��TT! i � Tl�+ ! ! ! ! ! ! ES J ���®���® AI V ®F C �.J S 1 ODY Page of Division of Thtelsch Engineering, Inc. Turn Time _Standard Other Re orung Limits ESS LAB PRQTECT ID If faster than 5 days,prior approval b laboratory is required# > � 7- 185 Frances Avenue, Cranston, RI 02910-2211 y' p PP y q � � ' e where samples were col ecte rom: Tel. (401) 461-7181 Fax (401) 461-4486 M RI CT NH N NY ME Other Yes No avwW esslaborator com J Electronic Deliverable y t pus p ct for any of the following: MA-MCP NavyUSACE Other Format: Excel_ Access_PDF_ Other Co.Name Project# Project Name(20 1 ur less) Circle acid/or Write Required Analysis Contact Pers�o Address ot, f�r tit ; - �L� •�' I S75 �N iw �' �� 7 Al w A �a x N t �pp Citv State /� 7i PO# a A oM w a° U a �-�� �' M A P ®Zb3 Choy_.37. 7 4 Telephone# Fax# �y Email Address c x cx a oU N° U o x o, V o H �� � v � N� 0 6 U ESS LAB Date Collection x -0 o ow "b r`o ^ a d C_ v oo� a s eo^ N> a Sam le# Time " F n w o� a p C Sample Identification (2o rh—or less) Z H, ooa fl v �U M 13 2 1. O /,J,W- � I Container Type: P-Poly G-Glass S-Sterile V-VOA Matrix: S-Soil SD-Solid D-Sludge WW-Waste Water GW-Ground Water SW-Surfacc Water DW-Drinking Water O-Oil W-Wipes F-Filters Cooler Present _Yes —No r i.nterna Use Only Comments: Seals Intact / Yes No NA: ! ]Pickup Cooler'remp: Technicians R i lut y: ig atu e) ate/Tim Received by: (Signature) Date/Time Relinquished by: (Signature) Date/Time Received by: (Signature) Date/Time /`. c sh d bv: (5' a ure) Da Time ceived.by: (Sign re) Datc/Tit to Relinquished by: (Signature) Date/Time Received.by: (Signature) Date/Time Please fax all changes A Chain of Custody in writing. 1 (White)Lab Copy 2 (Yellow)Client Receipt RECT MAY ` 6 2004 GROUNDWATER AT'El c? Groundwater Analytical, Inc. P.O.Box 1200 ANALYTICAL ICAL' Buzzards Main Street Bay,MA 02532 Telephone(508)759-4441 May 5, 2004 FAX(508)759-4475 www.groundwateranalytical.com Mr. David Bennett Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 ' LABORATORY REPORT Project: Monaghan/Europa Imports/113003-3777 ' Lab ID: 72045 Received: 04-28-04 ' Dear Dave: Enclosed are the analytical results for the above referenced project. The project was processed for Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a sample receipt report detailing the samples received, a project i narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certitications. The analytical results contained in this report meet all applicable NELAC standards, except as may Y be specifically noted, or described in the project narrative. This report may only be used or ' reproduced in its entirety. attest under the pains and penalties of perjury that, based upon my inquiry of those individuals ' immediately responsible for obtaining the intormation, the material contained in this report is, to the best of my knowledge and beliet, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, 1 Jonathan R. Sanford President ' JRS/kal Enclosures 1 GROUNDWATER ANALYTICAL ' Sample Receipt Report Project: Monaghan/Europa Imports/BO03-3777 Delivery: GWA Courier -Temperature: 5'C Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present Lab ID 72045 Lab Receipt 04 28 04 Custody Seals) n/a 72045-1 MW-1(11) Aqueous 4/27/04 12:05 MA DEP.VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C479376 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479427 40 mL VOA Vial Industrial BX11280- HCI R-3857D 03-04-04 n/a C479403 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a Lab ID i" Field IDS*,_ kv rMa"trite Sampled 1 Me%hod i Owe" 72045-2 MW-2(LF) Aqueous 4/27/04 11:15 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship 1 C479389 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479387 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479375 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a ,:.: �Mat��X Sam led No T4 ' lablD 'FieldlD �". � ...„ a =_ x sin w��_ .._z,m,..,^w s P -8 _. 72045-3 MW-3(LF) Aqueous 4/27/04 10:45 MA DEP VPH with Targets Con ID Container J Vendor QC Lot Presery QC Lot Prep Ship C479229 40 mL VOA Vial Industrial BX11285 HCI R-3857D 03-04-04 n/a ' C479230 - 40 mL VOA Vial Industrial BX11285 HCI R-3857D 03-04-04 n/a C479217 40 mL VOA Vial Industrial BX11285 HCI I R-3857D 03-04-04 n/a LabD FieldlD t Matnx w=Sampl .n Method .' Notes � < 72045-4 MW4(LF) Aqueous 4/27/04 11:40 MA DEP VPH with Targets Con ID Container Vendor QC Lot `Presery QCaot Prep Ship C479390 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479378 40 mL VOA Vial industrial BX11280 HCI R-3857D 03-04-04 n/a Wk06 40 L VOA Vial Industrial BX11285 HCI R 3857D 0 m 3 04 04 n/a k rr✓ Method Notes Lab 1D4k.:< a FreldtlD" t,. ... rv72045-5 MW-4 Aqueous 4/27/04 13:20 EPA 8011 EDB ' Con ID Container Vendor._ Qr,Lot Presery QC Lot Prep Ship C499135 40 mL VOA Vial Industrial BX11740 None n/a n/a n/a C4991341 40 mL VOA Vial Industrial BX11740 None n/a n/a n/a C499126 40 mL VOA Vial Industrial BX11740 None I n/a n/a n/a w Fi e I,r:.�v ;2,_. etllOd � 72045-6 MW-4 Aqueous 4/27/04 13:20 EPA 6010E Pb Total Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C312483 500 mL Plastic Greenwood BX11155 HNO3 R 3884A 03 02-04 n/a Lab7D Y Field ID S"" Matri z Sampled Methods '' _ ,Notes WE 72045-7 MW4 Matrix Spike Aqueous 4/27/04 13:20 EPA 6010E Pb Total Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C312515 500 mL Plastic Greenwood BX11155 HNO3 R-3884A 03-02-04 n/a 1 1 Ili II ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUN13WATER ANALYTiCAL Data Certification ' Project: Monaghan/Europa Imports/13003-3777 Lab ID: 72045 Client: Bennett&O'Reilly,Inc. Received: 04-28-04 12:55 � MADEP�GompendlumofAnalytical',Methods 1 ��'• � ,.:' INw Project Location: n/a MA DEP RTN: n/a This Form provides certifications for the following data set: MA DEP VPH: 72045-01,-02,03,-04 ' EPA 60106: 72045-06,07 Sample Matrices: Groundwater (X) Soil/Sediment ( ) Drinking Water ( ) Other ( ) 'M.CP SV1W186 8260E ( ) 8151A ( ) 8330 ( ) 6010E (X) 7470A/1A ( ) Methods Used 8270C ( ) 8081A ( ) VPH (X) 6020 ( ) 9012A2 ( ) �Asspecfied `A DEP 8082 ( ) 8021 E ( ) EPH ( ) 7000 S3_ ( ) Other ( ) ,, ,CompendtuofAnaly[cal;�,1 'ListifZeleaseTra�kckmg. umb%(RtN), fkno�wna,� .. 2 ', _, � � z� ,.-� ,� iviethods� 2 SW 846 thod 9072A(Equivalent to 9074)or MA D P Ph siolo icall Avadabl Cyanide fPAC)Meihod��� � av�,(chec�k�allthatapp�) �3 S SW-846tvf�thods70gOSenesLi An affirmative response to questions A,B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with that described on the Chain-of-Custody documentation for the data set? Yes B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed,including the requirement to note and ' discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements ' for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM VII A,Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes ' D. VPH and EPH methods only: Was the VPH or EPH method run without significant modifications,as specified in Section 11.3? Yes A response to questions E and F below is required for"Presumptive Certainty"status. ' E. Were al QC performance standards and recommendations for the specified methods achieved? Yes ' F. Were results for all analyte-list compounds/elements for the specified method(s)reported? No All No answers are addressed in the attached Project Narrative. ' I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accurate and complete. ' Signature: Position: President Printed Name: 4*Jonath R.Sanford Date: 05-05-04 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-1(LF) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72045-01 QC Batch ID: VG1-1950-W Sampled: 04-27-04 12:05 Instrument ID: GC-1 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 22:55 Dilution Factor: 1 Analyst: PO VRFIRan es � Con entraLon � - N,o`,#yes �Uatfs Renortmgtim�t = n-05 to n-C8 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-Cl0 Aromatic Hydrocarbons t BRL ug/L 20 - Unadiusted n C5 to n C8 Aliphatic Hydrocarbons t BRL ug/L 20 ' Unadiusted n-C9 to n C12 Aliphatic Hydrocarbons t BRL ug/L 20 CASNumber Anal aN., _ ' Concentratron� Notes ;" 11mt5c �Reporti glima 1634-04-4 Methyl tert-but I Ether BRL ug/L s 5 ' 71-43-2 Benzene° BRL ug/L 1 108-88-3 Toluene° BRL ug/L 5 10041-4 Eth (benzene BRL ug/L 5 ' 108-38-3 and 10642-3 meta-Xylene and para-X lene; BRL ug/L 5 95-47-6 ortho- X lene# BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 GtSurro ate Com o nd'� Sptked MesutedxRecoery' k :' Q L mtts 2,5-Dibromotoluene(PID) 100 89 89 % 70-130 2,5-Dibromotoluene(FID) 100 89 89 % 70-130 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. r( Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GGPID/FID ' Field ID: MW-2(LF) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool ' Laboratory ID: 72045-02 QC Batch ID: VG1-1950-W Sampled: 04-27-04 11:15 Instrument ID: GC-1 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 23:35 Dilution Factor: 1 Analyst: PO Cioiicent atton n-05 to n-C8 Aliphatic Hydrocarbons to 410 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to 160 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 230 ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 420 ug/L 20 I ' Unadjusted n C9 to n C12 Ali hatic H drocarbons t 400 ug/L 20 CAS`NumberK Arialyte �k � � � �� Concentrattor 5 .' ` �+,' Notes '` ,;_�.�,, Untts�� �RePort�s�s�im �at; 1634-04-4 Methyl tert-butt'I Ethers BRL ug/L 5 ' 7143-2 Benzene° 4 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Ethylbenzene s BRL ug/L 5 108-311-3 and 106-42-3 meta-Xylene and pars-X lene t BRL ug/L 5 ' 9547-6 ortho- Xylene# BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 CASurro ate Com otnd - 2,5-Dibromotoluene(PID) 100 89 89 % 70-130% 2,5-Dibromotoluene(FID) 100 94 94 % 70-130% ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 � ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GGPIDNID Field ID: MW-3(LF) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72045-03 QC Batch ID: VG1-1950-W Sampled: 04-27-04 10:45 Instrument ID: GC-1 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-04-04 00:16 Dilution Factor: 1 Analyst: PO n-05 to n-C8 Aliphatic Hydrocarbons"° 420 ug/L _20 n-C9 to n-C12 Aliphatic Hydrocarbons" 110 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 200 ug/L 20 Unadjusted n-05 to n-C8 Aliphatic Hydrocarbons t 430 ug/L 20 ' Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t 310 ug/L 20 ACAS Number' 'Anal e�� X � �- � ,. Concentratlon� � ,a ,,� Notes�� �„�Unftss�� R�v �Bum�c�� ; 1634-04-4 Methyl tert-but I Ether" BRL ug/L 5 71A3-2 Benzene° 4 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Ethylbenzene; BRL ug/L 5 ' 108-38-3 and 10642-3 meta-X lene and para-X. lene$ BRL ug/L 5 9547-6 ortho- X lene# BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 C Surro ate Com ound_ , Spiked lvleasuredRecovery.E ..,� .g..�. 2,5-Dibromotoluene(PID) 100 91 91 % 70-130 2,5-Dibromotoluene(FID) 100 90 90 % 70-130 :� sx ^ ' :.z,..`sr..�_c...,.r..,,e...�._.,kz."»._..sa*..,..�. r iQA/QC CCrttflCd_tlUn ;` ;�� w �.5 ✓? ..,,.A a z -X .� ,.: 1. Were all QA/QC procedures required by the method followed? ma Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method nonconformance,indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I ' Groundwater Analytical, Inc., P.O. Box 1200; 228 Main Street, Buzzards Bay, MA 02532 I � GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW4(LF) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72045-04 QC Batch ID: VG1-1950-W Sampled: 04-27-04 11:40 Instrument ID: GC-1 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL ' Analyzed: 05-04-04 00:56 Dilution Factor: 1 Analyst: PO ' � �^" � 'a � Conc tratlor► �`j "� Notes �''"���Un�ts'��„��RePort,nyL,mmr, n-05 to n-C8 Aliphatic Hydrocarbons to 230 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to 60 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 150 ug/I 20 Unadjusted n C5 to n C8 Aliphatic Hydrocarbons t 230 ug/L 20 Unadjusted n C9 to n C12 Aliphatic Hydrocarbons t 210 ug/L 20 GAS Number Analyte e ix Concentration Notes ,r'�aUni#sue R nort,ng um,t 1634-044 Methyl tert-butyl Ether° BRL ug/L 5 t 71-43-2 Benzene° 2 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Eth (benzene$ BRL ug/L 5 108-38-3 and 10642-3 meta-Xylene and para-X lene# BRL ug/L 5 ' 95-47-6 ortho- Xylene; BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ' ` ry C 2,5-Dibromotoluene(PID) 100 89 89 % 70-130% 2,5-Dibromotoluene(FID) 100 89 89 % 70-130 r` _zK, QAIiQC�Certifrcativl !y 03 xa } # s :< - ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality ' control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. t ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL EPA Method 8011 ' EDB and DBCP by GGECD Field ID: MW-4 Matrix: Aqueous Project: Monaghan/Europa Imports/B003-3777 Container: 40 mL VOA Vial Client: Bennett&O'Reilly,Inc. Preservation: Cool Laboratory ID: 72045-05 QC Batch ID: PV-0703-E Sampled: 04-27-04 13:20 Instrument ID: GC-5 HP 5890 Received: 04-28-04 12:55 Sample Volume: 36 mL ' Extracted: 04-29-04 19:00 Final Volume: 1 mL Analyzed: 04-30-04 04:11 Dilution Factor: 1 Analyst: JJT E CAS�Number Analyte �� �_..���.g� � �,��Coneentratton-� k��, t Notes��,;�{- 'Units �Repor�mgum�t�-� 106-934 1,2-Dibromoethane(EDB) BRL ug/L 0.02 96-12-8 1,2-Dibromo-3-Chloropropane(DBCP) BRL ug/L 0.02 ' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. i II I i ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER - ANALYTICAL Trace Metals Field ID: MW-4 Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 500 mL Plastic Client: Bennett&O'Reilly,Inc. Preservation: HNO3/Cool Laboratory ID: 72045-06 Preserved: 04-27-04 13:20 Sampled: 04-2 7-04 13:20 Received: 04-28-04 12:55 Analysis Method QC Batch ID Prep Method Prepared Sample Volume Instrument ID Analys EPA 60106' MB-1079-W EPA 3010A 04-29-04 09:15 SO mL ICP-2 PE 3300 MWR CAS Number kAnaly2e 3' Concentratto_n Notes Units Re ortm$um�t DF EN Lyzed Method 7439-92-1 Lead,Total 0.006 mg/L 1 0.005 1 1 04-30-04 14:09 EPA 60106' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. ' DF Dilution Factor. I 1 i i I - I 1 1 1 Groundwater Analytical, Inc. P.O. Box 1200 228 Main Street Buzzards Bay, MA 02532 Yt Y 1 - GROUNDWATER 1 ANALYTICAL Matrix Spike 1 Trace Metals Field ID: MW-4 Parent Sample Matrix Spike Project: Monaghan/Europa Imports/13003-3777 Laboratory ID: 72045-06 72045-07 Client: Bennett&O'Reilly,Inc. Sampled: 04-27-04 13:20 04-27-04 13:20 ! Matrix: Aqueous Received: 04-28-04 12:55 04-28-04 12:55 Container: 500 mt Plastic Preservation: HNO3/Cool 1 Sample Type Method QC Batch ID Prep Method Prepared Volume DFF Analyzed Instrument ID Analyst Matrix Spike EPA 6010B MB-1079-W EPA 3010A 04-29-04 09:15 50 mL 1 04-30-04 14:28 ICP-2 PE 3300 MWR L :� Spiked Me 1ke 7439-92-1 Lead 0.006 1.0 0.98 97/a 75-125% EPA 601oB Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). 1 Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. 1 1 1 1 1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 1 ANALYTICAL Project Narrative Project: Monaghan/Europa Imports/BO03-3777 Lab ID: 72045 Client: Bennett&O'Reilly, Inc. Received: 04-28-04 12:55 .aWr:_. iThe following documentation discrepancies,and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. mmq- i ��� - �B Nlet�od Modi#scat ons;No on formanAe a�nd'S Obse tons ,..„ ,�.�.�... :sew c�.�i.: ••,� .:wY��.�'aHI ux:o s�.. �-.ems..� .. � �.... i The sample(s) in this project were analyzed by the references analytical method(s), and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . EPA 6010B Note:Samples 72045-06;07.Samples were analyzed for selected target analytes,as requested by iclient. , i ii 1 � 1 i i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER Buzzards Main Street,P.O.Box 7200 Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441•FAX(508)759-4475 AND WORK ORDER N o 084871 www.groundwateranalytical.com Project Name: Firm: ^' t TURNAROUND ANALYSIS RE I+ktn lVV rqA`�^^�°' 5 V r I"+^"Y Xt^-•• vatatilea Semlmtautes orb/PCBs � C& Metals pm,teum moo Hu. General Chemist other Oh0. ❑ STANDARD(10 Business Days) ules I wane Project Number: Address: n(� D Q ((/• PRIORITY(5 Business Days) Z003 Ir -357-77 IE73 MG vh 5}• �! 1�fl x U-7 ❑ RUSH(RAN- - 1 (Rush requires Rush Authorization Number) p 000 ,,,3 ❑ ❑ Sampler Name: City State/Zip: n p .,r ❑Please Email to: O Lp3 I Please FAX to �cg$q 6' 6 a o g 6 o € t D ❑ 3 3 s o Project Manager: Telephone: BILLING o 0 0 ❑ o o ❑ t; l e L ,r 8�6- 468� �PurchaseOrderNo.: DDo3-31� m - V ' o n 2 e ❑ Third Parry Billing: s o e S o v a ° g INSTRUCTIONS:Use separate line for each container(except replicates). ❑ GWA Quote: a a s z ❑ o o ❑ o s a r $ c c o �. a o € ❑ a o ❑ a s o o ❑ ❑ ❑ o ❑6 - Sampling Matrix Type Containers) Preservation ae m .a` r ot z ma 3 a a .q LABORATORY c 0 3 g o ; F = ° A _ N ❑ o ❑ SAMPLE < a 5 o d d a-" a NUMBER e v € a - d ❑ x o € IDENTIFICATION ,3, W o - a .o a N z g d e ° o o h y o (Lab Use Only) W W ee w o z g ❑ o `ee ❑ ul ¢ 3 E E ' E E E _ so E m« e m uS m m o m " ' c G <z' £' ot oHo - 8e $ ? BSS � � yz ZCY ❑❑oo ❑ ❑ ❑ ❑ ❑ a o ❑o❑a o ❑ ❑ ❑ ❑ 5 ❑ o ❑ ❑ ❑ ❑ ❑ o ❑ ❑ 000 a D IZo - F S, WIZ F ID -3 P 3 77777 R. I� t,2o MW t I , X 1 'P 1 i .q i .' t 1 Y REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF—CUSTODY RECORD Regulatory Program Project Specific QC O All sa les submitted subject to Standard Terms and Conditions on reverse hereof. MA DEP MCP Data Enhancement Affirmation State Standard Deliverables Many regulatory programs and EPA methods require project Reli s a Dat Time Received by: / 3/ Receipt Temperature: YES❑NO MCP Data Certification is required. specific OC.Project specific OC includes Sample Duplicates, J ❑CT ❑MCP GW-1/S-1 ❑PWS Form Matrix Spikes,and/or Matrix Spike Duplidates.Laboratory OC is �o1r1pe C- P P rY L1 p 3f 06 z s°c Rawm�aaneaa YES ONO MCP minimum Field QC requirements ❑ME �I MCP GW-2/S-2 ❑MWRA not project specific unless prearranged.Project specific OC lin uishe Da a Time Received by: Container Count: have been met for this project. samples are charged on a per sample basis.Each MS,MSD / fMetals,hexavalent chromium and cyanide analyses AMA ❑NY STARS ❑ and Sample Duplicate requires an additional samp5, le aliquot. r require one matrix spike per 20 samples) ❑NH ❑Drinking Water OYES❑NO MCP DrinkingWater samples required. Relinquished by: D e Time R awed by L story: Shipping/Airbill P q ❑NY ❑Wastewater Project Specific OC Required Selection of OC Sample Number: (Require collection of contingent duplicate samples. Trip blanks are also required,if vOn samples collected) ❑RI ❑Waste Disposal ❑Sample Duplicate ❑Please use sample: SI)prature. ❑VT ❑Dredge Material ❑Matrix Spike Method of Shipment:6GWA Courier❑Express Mail❑Federal Exto ss Custody Seal ❑_ ❑ ❑Matrix Spike Duplicate UPS❑Hand❑ Number: mL �tilni�I GROUNDWATER ' ANALYTICAL Quality Assurance/Quality Control a'3kIn Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceability. ' Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with.internal standards and surrogate compounds. All instrument sequences begin with an initial calibration. verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GC/MS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period,whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control. sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. a}- Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples.of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Perent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report ' Laboratory Control Sample Category: Metals Matrix: Aqueous ' Units: mg/L Analysis Method QC Batch ID Prep Method Prepared Instrument ID Analyst EPA 6010E MB-1079-WL EPA 3010A 04 29 04 09:1 5 ICP-2 PE 3300 MWR ,:CAS Number�� Anal a = � � � Spiked �-fNeasured Reeovery�� ; QG�Ltmtts� Analy2ed_ -��� Method 7439-92-1 Lead 1.0 1.0 102 % 1 80-120% J. 04-30-04 14:04 EPA 6010E Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, ' or alternatively based upon the historical average recovery plus or minus three standard deviation units. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTiCAL Quality Control Report Method Blank Category: Metals Matrix: Aqueous ' Analysis Method QC Batch ID Prep Method Prepared Sample Volume Instrument ID Analys EPA 6010E MB-1079-WB EPA 3010A 04-29-04 09:15 50 mL ICP-2 PE 3300 MWR CAS Number �Analyte ,�,_�� .� Concentration� '��N,otes& U�nxts _- y,Reportmg r�m�r; DF Analyzed �,� ,- Methods ' 7439-92-1 Lead BRL mg/L 0.005 1 04 30 04 14:00 EPA 60106 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be ' reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. 1 t rGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report ' Laboratory Control Sample Category: EPA Method 8011 Instrument ID: GC-5 HP 5890 QC Batch ID: PV-0703-E Extracted: 04-29-04 12:00 ' Matrix: Aqueous Analyzed: 04-29-04 14:57 Units: ug/L Analyst: JJT Fir Analyte Sptked'�{ Measured 1 Recovery ` QC Lrmtts CAlilber F S NU ..�. �„� ,�. 1s Column 2n Columri � 1st Column 2�dColumn 10&93-4 1,2-Dibromoethane(EDB) 0.20 0.20 0.20 99 % 101 % 70-130% 96-12-8 1,2-Dibromo-3-Chloropropane(DBCP) 0.20 0.21 0.22 104 % ill % 70-130% ' Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 II z_ Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 GROUNDWATER ANALYTICAL Quality Control Report ' Method Blank Category: EPA Method 8011 Instrument ID: GC-5 HP 5890 QC Batch ID: PV-0703-E Extracted: 04-29-04 12:00 ' Matrix: Aqueous Analyzed: 04-29-04 16:39 Analyst: JJT +CAS�Numbe��„�Analyte_ha�� ,�,,�M�� � `�, '� Concentration � .�� Notes � � Untts �Reportmgt.�mu '� 106-934 1,2-Dibromoethane(EDB) BRL ug/L 0.02 ' 96-12-8 1,2-Dibromo-3-Chloropropane(DBCP) BRL ug/L 0.02 Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. 1 1 ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Quality Control Report ' Laboratory Control Sample Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1950-W Analyzed: 05-03-04 09:48 ' Matrix: Aqueous Analyst: PO Units: ug/L CAS�Number r '�" -' Analyte � ��s �'{' �� �`�Spiked � ��Measured � Recouery'�� ��'� �Ctrmtts ' 1634-04-4 Methyl tert-butyl Ether 50 49 98 % 70-130 71-43-2 Benzene 50 43 87 % 70-130% 108-88-3 Toluene 50 47 94 % 70-130% 100-414 Ethylbenzene 50 46 92 % 70-130% ' 108-38-3 and 10642-3 meta-Xylene and para-Xylene 100 99 99 % 70-130% 9547-6 ortho- Xylene 50 49 97 % 70-130% 91-20-3 Naphthalene 50 42 85 % 70-130% � c a�s§ s Q QG'Surrogae Compou nd r Sptked11easured Recaue ti G Ltmits ._ 2,5-Dibromotoluene(PID) 150 140 95 % 70-130% 2,5-Dibromotoluene(FID) 150 140 90 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, or alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 1 1 t ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f 1 GROUNDWATER ANALYTICAL Quality Control Report I Method Blank Category: MA DEP VPH Instrument ID: GC-1 HP 5890 QC Batch ID: VG1-1950-W Analyzed: 05-03-04 10:28 Matrix Aqueous Analyst: PO 1/PHrRanges,�� ; ,r Concentrato � �tVotes � -+UnitsRepnguma n-05 to n-C8 Aliphatic Hydrocarbons t 0 BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadiusted n C9 to n C12 Aliphatic H drocarbons t BRL ug/L y 20 �CA$NNtimi Analyte uCgcertratQn .s.. ;Y, z Nq es"a �1 .p� AReportm E : 1634-04-4 Methyl tert-but I Ether° BRL ug/L 5 71-43-2 Benzene a BRL ug/L 1 108-88-3 Toluene R BRL ug/L 5 10041-4 Eth (benzene= BRL ug/L 5 108.38-3 and 106-42-3 meta-X lene and para-Xylene# BRL ug/L 5 95-47-6 ortho- X lene# BRL ug/L 5 9120-3 Naphthalene BRL ug/L 5 � €- ���'9-�' �z• z-� a 3 'a.� t ^.� "i � *,ew.�'' °�.�4, '�.r ,," :� � +� ^au+a ma u> � :.����;r' Q��Surrogate Compound�,�� � ,�m-Spzked� Measured, _Recover , � � , ��p QC�Ltmzts 2,5-Dibromotoluene(PID) 100 105 105 % 70-130% 2,5-Dibromotoluene(FID) 100 98 98 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyze concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 i i t Groundwater Analytical, Inc. P.O. Box 1200 228 Main Street Buzzards Ba MA 02532 Yt Y, GROUNDWATER ' ANALYTICAL ' Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: ' http://wwvV.grQundwateranalytical.com/qualifications.htm .�-- J�I��TIC�UT�®eparn�t�Health��Sex+!!c�e�s' ��- ' Categories. Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/BRS/Environmental Lab/OutStateLabList.htm ���FLORIDA';�Deparfinent�of Health, Bureau ofLaboratores, E8�7643 xt �y _���' _� � -����� � Categories:SDWA,CWA, RCRA/CERCLA ' http://www.floridadep.oreabs/qa/dohforms.htm MAINE, Department of H man Sery�ces MA103 � � a � . AM"06 z Categories: Drinking Water and Wastewater ' http://www.state.me.us/dhs/eng/water/Comp I i ance.htm MASSACH'USETTS,Department of Enu�ronmental Protexct�on, M MA��1'03 ,.,�.��� ��,�.�� �� �°� Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/files/certlabs.pdf NEW�HAfPSHIRE, Dep'`a" merit=of�En��ronmentat,Serces; 202�703� ,� , �' � ,f .� ., -�`� k Categories: Drinking Water and Wastewater ' http://www.des.state.nh.us/asp/NHELAP/labsview.asp y NEWYORK De artmentofHealth 11754 � §" � � `�;�` P OW � Categories: Potable Water, Non-Potable Water and Solid Waste ' http://www.wadsworth.org/labcertlelap/comm.htmi to a� ENNSY,LUAN,I�A,�D�epartment of�Environmental�Protecfion, 68,�*665 j� � -, �� � ` ��//�� � �° 9�x�„� °� Environmental Laboratory Registration (Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Regis*tered/ Categories:Surface Water,Air,Wastewater,,Potable Water,Sewage http://www.healthri.org/labs/IabsCT—MA.htm Foreign soil import permit ' �� x's. _.a �°"zhd.k. ���, �.,.s� �a� ^ iiw�-`(.. 'r� ;y Y4`i.'i��,"i, nr..�[v+'ta} h-E�''�' �ir�t�S`''�`' Y�"'�� ��,�'r;, ���•ta �"`.* ri �a�°� +�'� �se3 ��VERMO,NT;Department of�Env�ronmentalConser�vation,Y�Water�dSupplyD,�u�son b,�� µ� ��, x � ��� ' Category: Drinking Water http://www.vermontdrinkingwater.org/wsops/lab.table.PDF ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 RAC D NA-AY 6 2004 t GROUNDWATER RO.Bo 1200 Analytical,Inc. P.O.Box 1200 ANALYTICAL Buzzards Main Street ' Buzzards Bay,MA 02532 Telephone(508)759-4441 May 5, 2004 FAX(508)759-4475 www.groundwateranalytical.com Mr. David Bennett Bennett & O'Reilly, Inc. ' P.O. Box 1667 Brewster, MA 02631 ' LABORATORY REPORT Project: Monaghan / Europa Imports/113003-3777 ' Lab ID: 72044 Received: 04-28-04 Dear Dave: Enclosed are the analytical results for the above referenced project. The project was processed for ' Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this ' report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. iThe analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or reproduced in its entirety. attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. ' Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, fJonathan R.Sanford President J RS/kal Enclosures === 1 GROUNDWATER 1 ANALYTICAL ' Sample Receipt Report Project: Monaghan/Europa Imports/13003-3777 Delivery: GWA Courier Temperature: 5'C Client: Bennett&O'Reilly, Inc. Airbill: n/a Chain of Custody: Present ' Lab ID: 72044 Lab Receipt: 04-28-04 Custody Seal(s): n/a 72044-1 MW-1 (B) Aqueous 4/27/04 12:10 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C479391 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479415 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479379 40 mL VOA Vial Industrial BX11280 HCI R 3857D 03-04-04 n/a b`Lab1D } %FieldtD 1Natnxra 'Samled eMethod' r � v Totes ` , r s. ,.»�„ £4' v Lek p ,u1" ,.n4�.,:....-a,u>. -,>Se, '�'.x 3"` c, ;taco-�.�`.,ftz �. �..��.`. s.. � ,t�..x«pia"a�&+:�nc.�+,,w?Ra�k� e ;'€t`z?`�, aww v�. r�..�.�n�s_. 72044-2 MW-2(B) Aqueous 4/27/04 11:20 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C479377 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479388 40 mL VOA Vial Industrial BX11280 HCI R-3857D 03-04-04 n/a C479169 40 mL VOA Vial Industrial BX11285 HCl R-3857D 03-04-04 n/a iV Lab ID �e Field ID �� „� Ivatrix Sampled �Methodas7 �� , sue tjNotes Jr ` t . n}, ..a✓+x. .. '7:fi�;T..,er6 3, :sisF'`".Y. '+, ^ri _N*.'.. v s�t, a= '`- -_ s�.�r; ,.,a� kr., .a_._a>,,w z .6^ ,s' ..x.. '� ?r 72044-3 MW-3(B) Aqueous 4/27/04 10:50 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C479205 40 mL VOA Vial Industrial BX11285 HCl R-3857D 03-04-04 n/a ' C479193 40 mL VOA Vial Industrial BX11285 HCl R-3857D 03-04-04 n/a C479181 40 mL VOA Vial Industrial BX11285 HCl R-3857D 03-04-04 n/a R ,Lab ID s ��yF�etd�I D � p h��a�Matr�x� �Sampl�ed� z Method � � 72044-4 MW-4(B) Aqueous 4/27/04 11:45 MA DEP VPH with Targets Con ID Container Vendor QC Lot Presery QC Lot Prep Ship C479194 40 mL VOA Vial Industrial BX11285 HCl R-3857D 03-04-04 n/a C479182 40 mL VOA Vial Industrial BX11285 HCI R-3857D 03-04-04 n/a ' C479170 40 mL VOA Vial Industrial BX11285 HCI R-3857D 03-04-04 n/a ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Data Certification ' Project: Monaghan/Europa Imports/13003-3777 Lab ID: 72044 Client: Bennett&O'Reilly,Inc. Received: 04-28-04 12:55 Project Location: n/a MA DEP RTN. n/a This Form provides certifications for the following data set: ' MA DEP VPH: 72044-01,-02,03,04 Sample Matrices: Groundwater (X) Soil/Sediment ( ) Drinking Water ( ) Other ( ) `MCP SW_846 " 8260E ( ) 8151 A ( ) 8330 ( ) 6010B ( ) 7470A/1 A ( ) Meth 8270C 8081A VPH (X) 2odU ( ) ' p m ( ) 8021 B ( EPH 0$3 8082 ( Other ( ) a Ass eofied in MA DEP„ ) ( ) 700 ) Compenum of Analycal t �st Re,I�ease Tsackmg Number(RTN} if known , ,.� ,r, "' , , ,« ,� ;.," tytethod` '�� �C": 2 SW 846 Method 9012A(E wvalent ro 9014 o�fvtA,DEP Ph siolo icall AvailableC amrie PAMe[hod'" - . " W.,.;:( a that apply} 3 S SSW 846 Methods 7000 Series L nd v d 1ua metfibd and anafyter q ' r m .i..e....•. W<,.-s..ma xawa.ne: �P.. _. 'a ..�.6ta& `3.a�'fos.�n."a.:e ,e. a�eW`.... ..:c?-' �.b�ia'^'�.... ,r. An affirmative response to questions A, B,C and D is required for"Presumptive Certainty"status. A. Were all samples received by the laboratory in a condition consistent with ' that described on the Chain-of-Custody documentation for the data set? Yes B. Were all QA/QC procedures required for the specified analytical method(s) included in this report followed, including the requirement to note and discuss in a narrative QC data that did not meet appropriate performance standards or guidelines? Yes C. Does the analytical data included in this report meet all the requirements for"Presumptive Certainty,"as described in Section 2.0 of the MA DEP document CAM VII A, Quality Assurance and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data? Yes D. VPH and EPH methods only: Was the VPH or EPH method run without significant modifications,as specified in Section 11.3? Yes A response to questions E and F below is required for"Presumptive Certainty"status. ' E. Were all QC performance standards and recommendations for the specified methods achieved? Yes F. Were results for all analyte-list compounds/elements for the specified ' method(s)reported? Yes All No answers are addressed in the attached Project Narrative. I,the undersigned,attest under the pains and penalties of perjury that,based upon my personal inquiry of those responsible for obtaining the information,the material contained in this analytical report is,to the best of my knowledge and belief,accurate and complete. Signature: 3k Position: President. Printed Name: �Jonatha .San ord Date: 05-05-04 M Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f 1 ANALY I ALTER 'Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-1 (B) Matrix: Aqueous Project: Monaghan/Europa Imports/B003-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72044-01 QC Batch ID: VG3-1678-W Sampled: 04-27-04 12:10 Instrument ID: GC-3 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 19:19 Dilution Factor: 1 Analyst: PO n-05 to n-C8 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t BRL ug/L 20 ' Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadj— usted n-C9 to n-Cl2 Aliphatic Hydrocarbons t BRL ug/L 20 v "yf a-°r'S' aki�'v�"i`. #.,r.'•'« '„e 4.t .=� s-z r, t .+..y , L�md 1634-04-4 � Methyl tert-but I Ether° BRL ug/L 5 71-43-2 Benzene ° BRL ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Ethylbenzene: BRL ug/L -- 5 108-38-3and 10642-3 meta-Xylene and para-X lene$ -BRL ug/L 5 9547-6 ortho- Xylene$ BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ' QC Surrogate Compound - � Spiked xMeasured ;', Recoveryv ' 1LE QC Limits 2,5-Dibromotoluene(PID) 100 96 96 % 70-130% 2,5-Dibromotoluene(FID) 100 96 96 % 70-130% n sf! ,,.»a$ QA/QC Certff CdtlOTt a*ttk #fit xa a #"t' -�Ma ytk2 �� 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-CIO Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Y Y GROUNDWATER ' ANALYTICAL Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PI D/FI D Field ID: MW-2(B) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72044-02 QC Batch ID: VG3-1678-W Sampled: 04-27-04 11:20 Instrument ID: GC-3 HP 5890 Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 20:00 Dilution Factor: 1 Analyst: PO n-05 to n-C8 Aliphatic Hydrocarbons t0 500 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons t® 83 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 320 ug/L 20 ' Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons t 510 ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t 400 ug/L 20 s ���s_ & ' ' Concent`rati jn �;�`� gaN:Otes � lJti'Its Reporting L mrt° ,ACAS Numfer, �Analytet _ �..� 1634-04-4 Meth I tert-but I Ether° 6 ug/L 5 ' 71-43-2 Benzene u 4 ug/L 1 108-88-3 Toluene ° BRL ug/L 5 100-41-4 Ethylbenzene: BRL ug/L 5 108-38-3 and 106-42-3 meta-X lene and para-X lene t BRL ug/L 5 95-47-6 ortho- X lene t BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ' QG Surrogate Compoundp ' Sptked jF.Measured , ,� ,, Recovefy z ; , {� Ltmits sj 2,5 Dibromotoluene(PID) 100 100 100 % 70-130% 2,5-Dibromotoluene(FID) 100 92 92 % 70-130% , raa .a a�.+r <1,.�.. ate:�s�. ,:� Q Q. ,_,..�.� ,i; - k�° Wes. �•.. t s .� ' 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). ' Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ' ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I Groundwater Analytical, .O. Box 1200 228 Main Street Buzzards Ba MA 02532 Y Inc.,� � Y� ' GROUNDWATER. ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID Field ID: MW-3(B) Matrix: Aqueous Project: Monaghan/Europa Imports/13003-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72044-03 QC Batch ID: VG3-1678-W Sampled: 04-27-04 10:50 Instrument ID: GC-3 HP 5890 ' Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 21:22 Dilution Factor: 1 Analyst: PO VPH Ran es �, �.° �'�" �. ° .. " ,� w.,.�� ��; � , ,. fs �r� k,• n-05 to n-C8 Aliphatic Hydrocarbons to 520 ug/L 20 n-C9 to n-Cl2 Aliphatic Hydrocarbons to 89 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 320 ug/L 20 ' Unadiusted n C5 to n-CS Aliphatic Hydrocarbons t 530 ug/L 20 Unadjusted n-C9 to n-C12 Aliphatic Hydrocarbons t 410 ug/L 20 RYAS Number Analyte ,„ ° 'Concentrat(on p ° Notes Units ReP 0§ meta 1634-04-4 Methyl tert-butyl Ether° 7 ug/L 5 71-43-2 Benzene n 4 ug/L 1 108-88-3 Toluene° BRL ug/L 5 100-41-4 Eth (benzene BRL ug/L 5 I ' 108-38-3 and 10642-3 meta-Xylene and Para-Xylene$ BRL ug/L 5 95-47-6 ortho- Xylene= BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 .1 QG Surrogate Compound ;__�,� � �= ��� Spiked�"Measured a,k��� Recovery�?� 2,5-Dibromotoluene(PID) 1 100 98 98 % 70-130 2,5-Dibromotoluene(FID) 100 95 95 % 70-130% ,,z, „, �s -.�, � dx QA/QC Certtficatlon � ,, «�r,,• � °'��, `' ���, �� 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. I ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C16 Aromatic Hydrocarbons range. u Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 ' Groundwater Analytical, Inc. P.O. Box 1200 228 Main Street Buzzards Bay,Y, MA 02532 ' LGROUNDWATER .Y®C LTER Massachusetts DEP VPH Method ' Volatile Petroleum Hydrocarbons by GC/PI D/FI D Field ID: MW-4(B) Matrix: Aqueous Project: Monaghan/Europa Imports/BO03-3777 Container: 40 mL VOA Vial ' Client: Bennett&O'Reilly,Inc. Preservation: HCl/Cool Laboratory ID: 72044-04 QC Batch ID: VG3-1678-W Sampled: 04-27-04 11:45 Instrument ID: GC-3 HP 5890 ' Received: 04-28-04 12:55 Sample Volume: 5 mL Analyzed: 05-03-04 22:03 Dilution Factor: 1 Analyst: PO VPH Ran es k _ Concentration tNOteS rtt Reporting L7mlt n-05 to n-C8 Aliphatic Hydrocarbons to 250 ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons to 29 ug/L 20 n-C9 to n-C10 Aromatic Hydrocarbons t 230 ug/L 20 ' Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons t 260 ug/L 20 Unadiusted n-C9 to n-C12 Aliphatic H drocarbons t 260 ug/L 20 CAS Number *Analyte �, h,; �- TConcentrationM, NotesUntfs� Repo ' 1634-04-4 Methyl tert-bu I Ether" BRL ug/L 5 71-43-2 Benzene° 1 ug/L 1!7. 108-88-3 Toluene° _ BRL ug/L 5 100-41-4 Ethylbenzene s BRL ug/L 5 108-38-3 and 10642-3 meta-X leneand para-X lene$ BRL ug/L 5 95-47-6 ortho- Xylene# BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 ' C Surro aYexiCom ound �Silied MeasurednARecoue CLrmttsM, ' �; -_,_5:,-4 _ .f?_v�... := ;�a �, �, � W��._..� ,� .. ....fit r:������m�� . .. .....x.� _. .� Q- ..:, •� � 2,5-Dibromotoluene(PID) 100 98 98 % 70-130% 2,5-Dibromotoluene(FID) 100 93 93 % 70-130% ' s 1QA/QC Certification 4 A.` 1 Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 1 1.3.2.1? No ' Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. ' 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. ' # Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ' Project Narrative Project: Monaghan/Europa Imports/BO03-3777 Lab ID: 72044 Client: Bennett&O'Reilly, Inc. Received: 04-28-04 12:55 T d etsciT:'�e l+ro: umttonf d o �k , + _ c ' The following documentation discrepancies, and client changes or amendments were noted for this project: 1 . No documentation discrepancies,changes,or amendments were noted. n ,r , �r3 q; ., 'kie^r_ �� � `t B=Method Modrf�cat�ons Non Conformances and Observations e&u.u " The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . No method modifications,non-conformances or analytical issues were noted. t 1 tGroundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER 228 Main Street,P.O.Box 1200 Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD ANALYTICAL Telephone(508)759-4441•FAX(508)759-4475 AND WORK ORDER N2 084870 www.groundwateranalytical.com Project Name: Firm: TURNAROUND ANALYSIS REQUESTMOWCL �� FU � semivalatlles Pe erh CBa Metals Nax. General Chemistry OtherD ❑ STANDARD(10 Business Days) Extractable I waste Project Number: Address: PRIORITY(5 Business Days) � ) � � sA ��RUSH(RAN-B®03-3 J-7 �7s vG tJ /PV R ' DO-7 $ (Rush requires Rush Authorizetian Number) 000 »a ❑ ❑ Sampler Name: City/State/Zip: ❑Please Email to: h ° ' v l - 1"'� k.1�5 1.r 1 r'• O'�J l Please FAX to: �S - Q m s I7 "ry o P � s 3 g ❑ � e f e o - _ g `s ❑ si a Project Manager: Telephone: q[ /6 BILLING o 0 010101010 r _ Jb\ I 5Dt 8 1 V^ ��0 Ai Purchase Order F�l� 377-7 a ° a ❑ Third Parry Billing: - o a o e a o At INSTRUCTIONS:Use separate line for each container(except replicates). a s soue: a S ❑ Samplin Matrix c o ❑ o 0 ❑ c 0 ❑ oTYPa Contains( ) Preservation PI yd € .r j d SAMPLE LABORATORY p a0= BIER ❑ 0 NUM FICAION d S NI °IDE se Only) = $ ❑ ❑ ❑ a ❑❑❑ o o ❑ ❑ ❑ ❑ oo(Lab U Rini. _1 (D M W- B 77777 REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC -NOT :All samples submitted subject to Standard Terms and Conditions on reverse hereof. AA DEP MCP Data Enhancement Affirmation State Standard Deliverables Many regulatory ry programs and EPA methods require project el e y a I Date Time Received by: /�i 3 S Receipt Temperature: specific OC.Project specific QC includes Sample Duplicates, r d YES❑NO MCP Data Certification is required. I d.r-/ 1 O `l - ❑i=, Raeigererea ❑CT ❑MCP GW-1/S-1 ❑PWS Form Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory QC is II DD�t �3� �� JYES❑NO MCP minimu n,Field QC requirements ❑ME AMCP GW-2/S-2 ❑MWRA not project specific unless prearranged.Project specific QC have peen mer for this project. samples are charged on a per sample basis.Each MS,MSD R lin is ed y: Date Time Received by: Container Count: MA ❑NY STARS ❑ and Sample Duplicate requires an additional sample q Z lMerats,h�e.n•drm cnrumium a,rd cyan,de.malyses p p I q p e aliquot /� S� require onr,:,;:uc:spike per 20 samples/ ❑NH -❑Drinking Water DYES ONO MCP Drinking Water samples required. ❑NY ❑Wastewater Project Specific OC Required Selection of OC Sample Relinqw het by: D to Time slued by retory: Shipping/Airbill Number: (Require colleofon of comingent duplicate samples. ❑RI ❑Waste Disposal ❑Sample Duplicate ❑Please use sample: Trip blanks are alw required,if VOA samples collected) : ❑VT ❑Dredge Material ❑Matrix Spike Method of Shipment: GWA Courier❑Express Mail❑Federal Expr s Custody Seal : O_ O ❑Matrix Spike Duplicate UPS❑Hand❑ Number: signature loll ail I J GROUNDWATER ANALYTICAL ' Quality Assurance/Quality Control Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and ' Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). ' Quality Control protocols include written Standard Operating Procedures (SOPS) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented ' for traceabiI ity. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. ' All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing t calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. `�S -.���,,,.:��'x,,:' `� R"•�:,�"...,.�' .Y,,R�-�.e��` 9�"'�;;ksx*<�_..✓. ... ,'�-. �"'�.< w`n�= r.a.�m, .`��...,. �'�`^. .,�':..-� '�. r;'.`„ "�:F.�.'i `�Wa'��.�`'�,'�,#��"e_ t Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the same continuum of time, up to but not exceeding 24 hours. ' Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or ' expected value. Perent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks ' consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each ' sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Quality Control Report ' Laboratory Control Sample Category: MA.DEP VPH Instrument ID: GC-3 HP 5890 QC Batch ID: VG3-1678-W Analyzed: 05-03-04 10:07 ' Matrix: Aqueous Analyst: PO Units: ug/L CAS Numbers ;, „;" "Anatyter � � � Spiked,; Measured Recovery ,: QC Ltmits .5 1634-04-4 Methyl tert-butyl Ether 50 49 98 % 70-130% 71-43-2 Benzene 50 47 94 % 70-130% 108-88-3 Toluene 50 48 96 % 70-130% ' 100-41-4 Ethylbenzene 50 47 95 % 70-130 108-38-3 and 106.42-3 meta-Xylene and para-Xylene 100 93 93 % 70-130% 95-47-6 artho- Xylene 50 48 95 % 70-130% 91-20-3 PJaphthalene 50 44 89 % 70-130% �QC�Surrogate�Compourtd w�� �� ;_� � ,�� Spiked ,�,Measured ,_� Reovery��.e., ���QeLimtts ��;�; 2,5-Dibromotoluene(P'D) 150 150 97 % 70-130% 2,5-Dibromotoluene(FID) 150 140 96 % 70-130% ' Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: All calculations performed prior to rounding. Quality Control Limits are defined by the methodology, o:alternatively based upon the historical average recovery plus or minus three standard deviation units. 1 . ' Groundwater Analytical, P.O. Box 1200 228 Main Street Buzzards Ba MA 02532 Y � Inc., � � Yr GROUNDWATER 1 ANALYTICAL Quality Control Report I Method Blank Category: MA DEP VPH Instrument ID: GC-3 HP 5890 QC Batch ID: VG3-1678-W Analyzed: 05-03-04 10:48 Matrix Aqueous Analyst PO ,�V+�H Ranges �,� �� ,� � Concentration portm c1m�t n-05 to n-C8 Aliphatic Hydrocarbons to BRL ug/L 20 I n-C9 to n-C12 Aliphatic Hydrocarbons to BRL ug/L 20 n-C9 to n-C10 Aromatic'H drocarbons t BRL ug/L 20 Unadiusted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 ' Unadtusted n C9 to n C12 Aliphatic Hydrocarbons t BRL ug/L 20 r GAS Number Analyte t: _ Concentration: Notes � Untts `RepomngLimit _... �_ .... _._._. . .., 1, ___A 1634-04-4 Methyl tert-but I Ether" BRL ug/L 5 71-43-2 Benzene° BRL ug/L 1 108-88-3 Toluene tt BRL ug/L 5 100-41-4 Eth (benzene# BRL ug/L 5 108-38-3 and 10642-3 meta-Xylene and para-Xylene$ BRL ug/L 5 95-47-6 ortho- Xylene t BRL ug/L 5 91-20-3 Naphthalene BRL ug/L 5 G Surro ate Com iiund S"eked Measured Recover e CLtmits � a 2,5-Dibromotoluene(PID) 100 106 106 % 70-130% ' 2,5-Dibromotoluene(FID) 100 101 101 % 70-130% Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(1998). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be 1 reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. 1 i 1 1 Groundwater Analytical, P.O. Box 1200 228 Main Street Buzzards Ba MA 02532 Y � Inc., � � Y� i GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. ' Copies of our current certificates may be obtained from our website: http://www.groundwateranalytical.com/qualifications.htm CONNEC�TICUT :Departmentof ealthr�Serwces, P�-I p586 ��� " ,,� ," ��-�`�� � �� 4 Categories: Potable Water,Wastewater,Solid Waste and Soil http://www.dph.state.ct.us/BRS/Environmental Lab/0utStateLabList.htm - fit `, � ' FLORIDAD�epafinent of Health;Bureau olaborati�s, E87643 __ � �� _{ - Categories:SDWA,CWA, RCRA/CERCLA ' http://www.floridadep.org/labs/ga/dohforms.htm ' Categories: Drinking Water and Wastewater http://www.state.me.us/dhs/eng/water/Compliance.htm had ' ate . h a a ; rp ^ M 45SACt USETTS, Department of�Env�ronrnental Protecfioh, M M 103 =� 4k.�., ' "'"7 s3 .?'mesa ;r,a Categories: Potable Water and Non-Potable Water http://www.state.ma.us/dep/bspt/wes/fi les/certl abs.pdf NEW HAMPSHIRE,�"De artment=;of Enuironmeti`tal Seru�ces 202703 ,�._r fi �„� � � �-" ��' Categories: Drinking Water and Wastewater http://www.des.state.nh.us/asp/NHELAP/labsview.asp NEW 175 YORK„Department of H�ealth14, •....W ,,.��a "`unb rr* .-. -..-s ,3;ate t r .., -Jm-_ :� ,., .....x3 v.. ..�a Categories: Potable Water, Non-Potable Water and Solid Waste ' http://www.wadsworth.org/labcertlelap/comm.html PE�NNSYLVANIADepartmeni of,Environmental rotection���68�6�65��` '� ��� `�� °� _" '� ���� � Environmental Laboratory Registration (Non-drinking water and Non-wastewater) http://www.dep.state.pa.us/Labs/Registered/ ,� -&w''+4 F-��K,.�;.� esf tir, ". r."p��:tr&,y'�ai 93h�r ��� F ^��:.5 xS;aG, ia'� `,r�` p y`y�✓ z�s �. J is v.''b-'�i,: Categories:Surface Water,Air,Wastewater, Potable Water,Sewage http-/Iwww.healthri.org/labs/labsCT—MA.htm 5 , a� r s$wtr s <<a4 � � ss F + g t ' UPS Departmenta�ofAgr�cultur�e,�Soi) Permit,��S53921'"� �� �x�.t, �:��� V��� '" Foreign soil import permit `� .xr�-ryas �o�• �, +,� � & _._ rc{ �, h r �,,.._ ,r .:.rE ,a�"��"� ���, a - _�� ��.�. ;- � � z e .� r v �:V,ERMONT,kDepartm�nt of4Env�ronmeny�tal C'o�nservyation„Water�,Supp.�lFy'Div�s�on � '�'� ;'��4�� �° ��`c��� r�� ,:�� �"; Category: Drinking Water ' http://www.vermontdrinkingwater.org/wsops/labtable.PD.F i Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1 1 1 1 1 APPENDIX E 1 1 1 1 1 1 1 1 1 1 1 1 1 I � BENNETT AA U r%.EILLY, Inc Engineering, Environmental & Surveying Services 1573 Main Street ' Sanitary 21E/Site Remediation . Property Line ' PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Wimess 508-896-4687 Fax QUALITY ASSURANCE & QUALITY CONTROL PROGRAM . Quality Assurance & Quality Control Program For Soil and Groundwater Sampling INTRODUCTION The Quality Assurance & Quality Control`( / C) Program outlines the Pose, policies, organization and operations to support sampling work conducted by BENNETT&O'REILLY,INC..- ' The procedures and protocal represented herein are consistent with the MA DEP "Standard References for Monitor Wells" [WSC-310-91], and the recommendations of a MA certified laboratory. Implementation of this program will help to ensure the validity of data used to provide ' professional engineering and environmental opinions to clients. The following definitions are used in the QA/QC Program: uali Assurance refers to the concepts used in defining Q ty p de mng a system for verifying and. maintaining a desired level of quality in a product or process. Quality Control is a specific,step-by-step description of how the Quality Assurance Program will be carried out. This QA/QC Program guides field sampling activities. Project specific QA/QC Programs are adopted when warranted. Modifications to the QA/QC Program may be made only after specific approval by the QA/QC Officer(Project Manager). r i 1 ' The specific objectives of the QA/QC Program are to: 1. specify the level of quality of each field procedure used in collecting samples; 1 2. identify deficiencies in field procedures which might affect the quality of data; and: ' 3. require sufficient documentation to verify the credibility of the sampling methods employed. ' PROGRAM ORGANIZATION AND RESPONSIBILITY The Project Manager of BENNETT & O'REILLY, INC., is responsible for the quality of work ' -produced. The Project Manger directs the QA/QC Program to document the control of field efforts and resulting data. In this capacity,the Project Manager is expected to do the following: ' 1. prepare detailed QC Plans; 2. obtain analytical and sampling procedures reference materials; t3. ensure that all field test and measurement equipment is maintained and calibrated properly; 4-..___monitorquality assurance activities to ensure conformance ancewi h authorized policies, - procedures, and sound practices, and recommend improvements as necessary, 5. ensure that all field sampling is conducted in accordance with guidelines contained ' herein, 6. oversee all field sampling efforts to detect conditions which might directly or indirectly jeopardize the utility of resulting analytical data, such as improper calibration of equipment or cross-contamination through improper storage of samples; 7. ensure that sample handling procedures are adequate for the sample types received; 8. inspect the quality of purchased sampling materials. 2 SAMPLE MANAGEMENT, COLLECTION,AND PREPARATION ' Introduction Sample management and stringent documentation are essential for successful quality assurance. The procedures in this section are designed to ensure collection of samples which truly represent the matrix being sampled by eliminating trace levels of contaminants from external sources. ' Sample Management The management of samples, up to the point of delivery to the laboratory for analysis, is under the supervision of the Project Manager,who shall ensure that samples are collected,labeled,preserved, stored, and transported according to the prescribed methods. If significant deviations from the ' sampling protocol occur,resulting in a suspected compromise of the sample integrity, all samples collected during the sampling effort prior to correction of the procedure will be discarded and fresh samples collected. ' Sample Collection Groundwater Monitoring wells will be sampled in accordance with the following sampling procedures: ' 1. Identify the well and record the well number on the groundwater sampling record an an Monitoring Well Sampling Log(attached). ' 2. Open the well cap and measure total organic volatile (TOV) concentrations at the wellhead with the use of a-portable photoionization detector. Record levels detected. ' 3. Measure groundwater level to the nearest 0.01 foot from the top of the well casing using a water level indicator. Record water level on a Monitoring Well Sampling Log (attached). Water level indicators will be decontaminated between wells. 4. The volume of standing water in the well casing will be calculated and recorded on i ' the Monitoring Well Sampling Log. At least three well volumes will be purged either by pump or disposable bailer. Newly installed monitoring wells will be developed by purging at least ten volumes. Purging of wells will be complete when ' either dissolved oxygen, pH, conductivity or temperature has stabilized relative to previous sampling rounds. Once the purging is complete,wells will be screened for each of the above parameters and recorded on the Sampling Log . 5. Samples will be collected using either a disposable bailers or pump. Samples will be transferred into appropriately sterilized/preserved containers, taking care to ' minimize agitation of the sample [Refer to attached "Recommended Sample Containers..." Groundwater Analytical]. ' 3 6. Sample containers will be properly labeled with tags provided by the laboratory. Samples will be logged in on a chain-of-custody form. ' 7, Samples taken for precipitate metal analysis will be acidified to a H of p p p y p less than 2.0 in the field. When sampling water for volatile compounds, care must be exercised to prevent loss of compound through evaporation, and to control susceptibility to outside contamination. Precautionary measures include: 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags and non-compatible decontamination agents; 2. sampling bottles will only be opened at the time of sampling and quickly closed after collecting the sample,preventing aeration of the sample with the atmosphere or any other gas; 3. slowly filling bottles to capacity with sample and securing cap without entraining air P tY P g P g bubbles; ' 4. inverting the bottle while tapping lightly to check for air bubbles; ' 5. adding additional sample to eliminate air bubbles if present,repeating steps 3 and 4; 6. placing samples on ice (approximately VQ immediately after collection in a dark, tdry location; 7. segregating samples with a secondary barrier such as zip-lock bags, etc.; and 8. analyzing sample as soon as possible within the specific holding times after ' collection. Pump tubing will be decontaminated as follows: 1. Pump non-phosphate detergent solution through system for two minutes. ' 2. Pump clean hot tap water through system for two minutes or until clear, whichever is longer. 3. Pump analyte-free water through system for two minutes. 4. Seal tubing ends; wrap and label with date of cleaning. 4 Soils When collecting and screening soil samples, the procedures to be used are: ' l. Prior to sampling surficial locations,surface vegetation,rocks,leaves,and debris will p g g be cleared from the sample point to allow collection of a clean soil sample. If ' surficial soil samples are to be collected,a hand trowel or shovel and spatula will be used. The sampling equipment will be decontaminated as outlined below. ' 2. Boring samples will be collected via drilling rig-operated split spoon procedures. Soil samples collected from excavations or test pits will be collected directly with an auger (if necessary) from grade to approximately four feet below grade. Samples collected at deeper depths will be obtained directly from the bucket of the backhoe. A stainless steel spatula will be used to remove soil from the backhoe bucket for ' placement in the appropriate sample containers. 3. Soil samples collected for TOV screening will be placed in glass soil jars with ' aluminum foil placed under the screw cap. Samples will be allowed to warm to ambient temperature before screening or will be screened in a heated vehicle after warming. The jar will be shaken for fifteen seconds prior to warming and after ' warming to ensure proper headspace development. Total organic vapors will be measured via a portable photoionization detector (PID) and their concentration recorded either on a Geological Borehole Log or field log. ' 4. Soil samples will be stored and shipped in appropriate sealed containers. 5. Sample containers will be marked to indicate sampling date, time, location, and depth. Samples will be logged in on chain-of-custody forms (copy attached). ' 6. The stratigraphy of each soil boring and test pit excavation, and the construction of each monitoring well will be recorded by the on-site geologist on the appropriate Geologic Borehole Log or test pit field log(copies attached). When sampling soils for volatile compounds, care must be exercised to prevent loss of compound and to control susceptibility to outside contamination. Precautionary measures include: 1. avoiding engine exhaust,gasoline containers,degreasing solvents,solvent-laden rags ' and non-compatible decontamination agents; 2. opening sampling bottles only at the time of sampling and quickly closing after collecting the sample; 3. placing samples on ice(approximately 4° Q immediately after collection in a dark, ' dry location; 5 4. segregating samples with a secondary barrier such as zip-lock bags, etc.; and ' 5. analyzing sample as soon as possible within the specific holding times after collection. ' Soil sampling equipment (shovel, auger, etc.) will be decontaminated between each sampling location with a potable water rinse, alconox soap wash, and a final potable water rinse. ' Drilling and excavating apparatus (augers, rods, casing, core barrels, backhoe bucket, and other equipment coming in contact with the borehole or excavation)will be decontaminated between each boring and excavation via steam cleaning. If necessary,an alconox soap wash followed by a steam ' cleaning will be included. ' Sample Preservation To prevent or retard the degradation/modification of chemicals in samples during transit and storage, ' the samples will be refrigerated at or below 4° C in appropriately preserved containers. Samples will be delivered to the laboratory by courier or by overnight delivery service. ' DATA MANAGEMENT Logging of Samples ' The accountabilityof a sample begins when the sample is taken from its natural environment. p g P Sample handling (chain-of-custody) records must be completed at the time of sampling. The ' following chain-of-custody procedure must be implemented by the Field Team Leader to assure sample integrity. ' l. The samples are under custody of the Field Team Leader if: a. they are in his (or her)possession; b. they are in view after being in possession: ' c. they are locked up or sealed securely to prevent tampering; or, ' d. they are in a designated secure area. 2. The"original"of the sample handling form must accompany the samples at all times ' after collection. A copy of the sample handling form is kept by the Field Team Leader. 3. When samples are transferred in possession, the individuals relinquishing and receiving will sign, date, and note the time on the form. 6 I, The Sampling Handling Record will contain information to distinguish each sample from any ' other sample. This information will include: 1. the project for which sampling is being conducted; ' 2. the matrix beingsamples air, roundwater, soil etc. p ( � g � ), ' 3. the sampling date and time; 4. field sample identification number and chain-of-custody identification number; 5. the number and type of containers and the type of preservative used (if any); and, ' 6. signature of the person performing the sampling. ' Each sample will be assigned a unique identification number,which will be marked on the sample container. The sample handling record will be forwarded to the laboratory with the samples. As a precaution against this record being lost or altered,the sampling personnel will retain a copy of the ' sampling handling record documenting all information up until the first change of sample custody. This record will be filed by the Project Manager. ' Sample Identification Numbers Reporting of date to the data management system will require the assignment of a unique ' identification number to each sample collected (including quality control samples). A record will be maintained by the Project Manager to associate the field sample with the various identification numbers used to analyze the field sample. Specific sample identification procedures are developed ' for each field sampling effort by the Project Manager. 1 1 1 1 1 1 1 i FORM SAMPLES BENNETT & O'REILLY, Inc. MONITOR WELL SAMPLING LOG 1573 Main Street, P.O. Box 1667 Brewster, MA 02631 Engineering and Environmental Services (508)896-6630 FAX(508)896-4687 CLIENT DATE(S) TIME: TIDE: LOCATION JOB NUMBER SAMPLER MEASURING POINT GROUND SURFACE OR T.O.C: 'T.O.C. Elev. of Total Standing Water Depth to Static Volume HNU Dissolved Well reference Depth Water Table Conductivity Temperature Water Volume Purged PI-101 pH Oxygen Comments: Number point of Well Height Elevation (F) (feet) (feet) (feet) (feet) (feet) (gallons) (gallons) (ppm) (mg/L) i NOTES: BENNETT & O'REILLY Inc. 1573 Main Street,P.O.Box 1667 Brewster,MA 02631 Engineering and Environmental Services 1 (5108) 896-6630 MONffOR WELL SAMPLING LOG CLIENT DATE(S) LOCATION JOB# MEASURING POINT SAMPLER GROUNDSURFACE OR T.O.C. Well Elev. of Total Depth to Standing Water Static Volume . HNU Comments Number reference:- Depth of Water Water Table Volume Purged PI-101 point Well (Feet) Height Elevation (gallons)i (gallons) (pp-) (feet) (feet) (feet) (feet) ' NOTES: O'REILLY Inc. 1573 Main Street, P.O. Box 1667 BENT ETT & , Brewster, MA 02631 Engineering and Environmental. Services (508) 896-6630 1 MONITOR WELL SAMPLING LOG ' RESPIRATION ANALYSIS CLIENT DATE(S) LOCATION JOB # ' SAMPLER Well Total Approx. Standing Length of HNU Methane Oxygen Carbon Comments: Number Depth of Depth to Water screen PI-101 (%CH,) (%0" Dioxide ' Well Water Height above (ppm) (%C0" (feet) (feet) (feet) SWL i i ' NOTES: 1 �I BENNErTT & ILLY, Inc. Sheet of 1573 Main Street 508-896-6630 ' PO Box 1667 508-896-4687 Fax Brewster,MA 02631 ' Job Number: Date: Time: Test Hole Number: Job Name: Witness: Casing I. D.: Ground Elevation: Reference Elevation (TOC): Falling Head ❑ Rising Head ❑ Aquifer Saturation Thickness (If Confined): Depth of Boring(A): Well Screen Length(L): Length of Test Section(L): ' Depth.of Groundwater Table(H): Depth of Top of Test Section.(B): Type,of Material in.Test Zone: ' Notes: 2r TIME ELAPSED WATER ACTIVE (sec.) TIME(sec.) h/Ho DEPTH(x) HEAD(h) x I B STATIC _ 4 '. z :t 1 A� n —I 2R 1-- h=H-X(falling head) or h =X-H(rising head) Ho=H-Xo (failing head) or Ho=Xo-H (rising head) ' Xo=X at t=0 ' A,B, H&L are defined above. Job Nam : Job Num er: Date: Location: Weather: Witness: Start Date: Pump & Flow Rate Location: TOC: Location: TOC: Location: TOC: NOTES: Time Time Depth to Water Static Water Lv. Draw Down Depth to Water Static Water Lv. Draw Down Depth to Water Static Water Lv. Draw Down pH/Cond./Temp. (sec). 0 1 2 3 4 6 7 8 _ 9 15 _ 30 (sec.) 45 (min) 1 2 3 4 5 _ 6 . 7 8 9 10 20 30 _ 40 50 60 70 80 _ 90 100 190 280 370 460 550 640 730 820 910 1000 BENNETT & O'REILLY Inc. Sheet of 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax Brewster,MA 02631 Sieve Analysis Data and Computation Sheet Job Number: Date: Job Name: Sample Number: Sample Collected By: Sample Tested By: ' Notes SIEVE WEIGHT PERCENT CUMULATIVE PROJECT OPENING SIEVE RETAINED RETAINED PERCENT MANUAL ' MILLI- MESH IN GRAMS (Cumulative) FINER SPECIFICATION METERS (Cumulative) 1 PASSED MESH SIEVE ' TOTAL Sample Weight`'Vet: Sample Weight Dry: Percent Moisture: Sample Weight Passed Through Sieves: BENNETT & O'REILLY Inc. Sheet of 1573 Main Street 508-896-6630 ' PO Box 1667 508-896-4687 Fax Brewster,MA 02631 Job Number: Date:� Job Name: SAND GRAVEL SILT SAND Test Hole Number: Witness: ElF-1 Drilling Contractor: PEAT CLAY Sampling Method: GEOLOGIC BOREHOLE LOG ' Type Well Lithology/Sediment Blows per %of ithology Depth of Depth Specification&Remarks Description ' Sample 6"Drive Recovery PID Response (ppm) S ' 10 15 20 25 t SWL: 30 35 ' 40 ' 45 ' 50 1 ' BENNETT&O'REILLY,Inc. Project Name: Sheet 1573 Main St.,P.O.Box 1667 Project Location: Boring No. Brewster,MA.02631 Project Number: Location ' Surface Elev. Groundwater Readings Casing Sampler Core Start Date Date Reading Type Finish Date 1' Size I.D. Driller 2 Hammer Wt. Inspector 3 Hamer Fall Sample Sampling Inches TOV SPT Well tDepth type-No. Depth(ft) Pen Rec Blow Count 6" Reading N-Value Soil Description Installation 1 5_ft ' 10-ft t 15-ft II 20-ft Sand Cohesive Soils Granular Soils Sample Type NOTES: ' Gravel < 2 =very soft < 4 = very loose SS-split spoon Sand/Gravel 2-4 =soft 5-10 = loose ST-shelby tube Silt/Sand 4-8 =medium stiff 11-30 = medium AF-aguer flights Top/Sub Soil 8-15 = stiff 30-50 dense RC-rock core ' Clay 15-30 =very stiff > 50 = very dens MA-Microliners Fill > 30 = Hard HA-Hand Auger BENNE TT & O'REILLY Inc. REPORTNUMBER: 1573 Main Street 508-896-6630 PO Box 1667 508-896-4687 Fax ' Brewster,MA 02631 INSPECTORS DAILY RECORD OF WORK PROGRESS. Job Number: Date: Job Name: Feature: Contractor: Type of Work: Weather Conditions: Temperature: ' Contractor's Work Force(Indicate classification,including Subcontractor personnel) ' Equipment in-use or idled(identify which) ' Materials or equipment delivered,quantity or pay items placed ' Non-conforming materials or work,field problems,inspections of previously reported deficiencies Summary of construction activities _ 1 228 Main Street,P.O.Box 1200 GROUNDWATER Buzzards Bay,MA 02532 CHAIN-OF-CUSTODY RECORD o ANALYTICAL (508)759-4441 AND WORK ORDER N_ 049825 FAX(508)759-4475 Project Name: Firm: TURNAROUND ANALYSIS REQUEST Volatile% Bemlvolatiles PeslMerb/PCBs Metals Petroleum Hydrocarbon Has. General Chemistry Other ❑ STANDARD(10 Business Days) Edmotable Vol. ftt.TPN IV.I.TPH wsale ❑ RUSH(RAN- Project Number: Address: ❑ PRIORITY(5 Business Days) (Rush requires Rush Authorizalion Number) ° ❑ ❑ ❑ H 3 a a Sampler Name: City/State/Zip: s Please FAX ❑ YES ❑ NO W FAX Number: ° N � �N W c _ v Project Manager: Telephone: BILLING o o a o 0 0 0 5 _ .e Purchase Order No.: GWA Reference No.: ❑ m a i INSTRUCTIONS:Use separate line for each container(except replicates). N € = a ;� o o s z o z o a � u a e m a d o ❑ Sampling Matrix Type Contalner(s) Preservation Filtered o a ❑ o o ❑ o o ❑ o ❑ a s u - LABORATORY a e $_ = a ❑ - ❑ ° o s SAMPLE s o o NUMBER a s s o a �` m ; o = a x ° ° — € w w IDENTIFICATION o W ? 5 j o N o .E (Lab Use On $ W N a N N m o e S a o p ❑ o E a a o a A y i o s m _ a a = m a =3 y $ = ❑ o ❑ ❑ ❑ o ❑ o ❑ ❑ o ❑ o o a o a ❑ ❑ ❑ Cl ❑ F ❑ ❑ ❑ ❑ ❑ o o ❑ ❑ 0101 IL LLL REMARKS/SPECIAL INSTRUCTIONS DATA QUALITY OBJECTIVES CHAIN-OF-CUSTODY RECORD Regulatory Program Project Specific QC NOTE:All samples submitted subject to Standard Terms and Conditions on reverse hereof. ❑Safe Drinking Water Act Many regulatory programs and EPA methods require project Relinquished by Sampler: Date Time Received by: Receipt Temperature: ❑MA DEP Form specific QC.Project specific QC includes Sample Duplicates, ❑NPDES/Clean Water Act Matrix Spikes,and/or Matrix Spike Duplicates.Laboratory OC is Specify State: not project specific unless prearranged.Project specific OC ❑RCRA/Haz.Waste Char, samples are charged on a per sample basis.For water samples, Relinquished by: Date Time Received by: Shipping/Airbill ❑MA MCP(310 CMfl 40) each MS,MSD and Sample Duplicate requires an additional Number: Reportable Concentrations sample aliquot. ❑RCGW-1 ❑RCS-1 Project Specific QC Required Selection of QC Sample Relinquished by: Date Time Received by Laboratory: Custody Seal/ ❑RCGW-2❑RCS-2 ❑Sample Duplicate ❑Selected by laboratory Cooler Serial Number: ElMA Dredge Disposal p Matrix Spike ❑Please use sample: - ❑NH❑RI❑CT❑ME Method of Shipment: ❑GWA Courier❑Express Mail ❑Federal Express Specify Category: 0 Matrix Spike Duplicate 0 UPS 0 Hand 0 ' l Lt1iBORAM$1E5,1W_ CFRT NO.:K-MA 063 449 RTZ 130 SAND16ef.I; NA 02563 500( 6460) 1-600-339-6460 LAB USE ONLY: ' FAX(650$)S&-6446 WATER ANALYSIS REQUISITION: ' DATE: DATE RECEIVED: SAMPLE NO.: TIME: NO. COPIES: NEXT DAY SERVICE BY 5:00 PM ( $20 00 Surcharge ) PICK UP: MAIL: NAME: WATER LOCATION: ' PHONE: FAX: ' MAILING ADDRESS: iSAMPLED BY: PAYMENT/AMT. RECEIVED: WELL SPECS.: BILL TO/AMT.: - — — Lab use only ANALYSIS REQUESTED: WATER SAMPLE TYPE: FHA-HUDNA HETERO-TROPHIC PLATE COUNT COPPER NEW WELL COLIFORM BACTERIA LEAD EXISTING WELL pH ARSENIC TOWN WATER CONDUCTANCE SILICA _ IRRIGATION NITRATE-N ZINC FILTER/CONDITIONER NITRITE-N TDS MISCELLANEOUS SODIUM TANNINS NEW MAIN IRON SULFIDE TITLE 5 MANGANESE SILVER POOL SPA CHLORINE POTASSIUM RCRA 8 CALCIUM IOC's COLIFORM BACTERIA MAGNESIUM SEC. CONT. PSEUDOMONAS HARDNESS FLUORIDE HETEROTROPHIC PLATE COUNT ALKALINITY OTHER ANALYSIS REQUESTED: SULFATE FECAL COLIFORM ' CHLORIDE METHOD: DEP SAMPLES COLOR VOLATILE ORGANICS PWS#: TURBIDITY METHOD: SAMPLE SITE: FREE CO2 METALS Cie. Sink) AMMONIA-N METHOD: SAMPLE LOCATION: ODOR INSTRUCTIONS: (ie. Kitchen/Well) BACTERIA-Obtain sterile sample bottle. Remove strainer/aerator from faucet. Turn on cold water. Allow it to run (5) five minutes. Fill container. Do not touch the inside of the bottle or the cap with anything. POTABLE WATER SAMPLE- Follow instructions for bacteria. Sample size approximately 500 mis. LEAD- Call lab for instructions. VOLATILE ORGANICS/METALS- Call lab for instructions. CHAIN OF CUSTODY FORM ENVIROTECH LABS, INC. Client: 449 Route 130 Address: Proj. No. Project Name: Sandwich, MA 02563 (508)888-646011-800-339-6460 Sampler: FAX (508)888-6446 Phone#: Signature: Fax#: Field No. Date Tlme Comp Grab Station Location Container Pres. Sample type Analysis Requested Relinquished: Date/Time Received: Reliquished: Date/Time Received: Relinquished: Date/Time Received: Relinquished: Date/Time Received: I � � TECHNICAL REFERENCE • • E*140211 • � • 4911knelivilga Volatile Organic Analyses Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time' Aqueous Samples Volatile Organics- 601/8010 40 mL 3 x 40 mL Glass Cool to 41C3 14 Days 602/8020 Vials w/teflon HCl to pH<24 624/8260- septum caps12 Remove Chlorine' 502.2 524.2 Acrolein and Acrylonifrile 603/8030 40 mL 3 x 40 mL Glass Cool to 4'C3 14 Days ' Vials w/teflon Check pH;Adjust 4-51 septum capst2 Remove Chlorine' Solid Samples Volatile Organics 8010/8020 log 1 x 125 mL Glass Cool to 41C3 14 Days ' 8260 Vial w/teflon septum capt2 OR 2 x 40 mL Glass Vials w/teflon septum caps 12.13 Acrolein and Acrylonitrile 8030 log 1 x 125 mL Glass Cool to 4'C3 14 Days Vial w/teflon septum cap12 OR 2 x 40 mL Glass ---- Vials w/teflon ..septum caps 12.13 Semivolatile Organic Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Timee Aqueous Samples Semivolatile Organics 625/8270 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' Glass Bottle Remove Chlorine? w/teflon liners? Semivolatile Organics 8270 2 L 3 x 1 L Amber Cool to 4'C3 7 Days' (Low-level,both Acid Modified Glass Bottle Remove Chlorine? and Base/Neutral fractions) w/teflon liner17 Semivolatile Organics 8270 1 L 2 x 1 L Amber Cool to 40C3 7 Days' ' (Low-level,only one fraction Modified Glass Bottle Remove Chlorine' Acid or Base/Neutral) w/teflon liner'' Semivolatile Organics 525.2 1 L 2 x 1 L Amber Cool to 4'C3- 7 Days25 (Drinking Water) Glass Bottle HCl to pH<24 ' w/teflon liner17 Add Sodium Sulfite24 2,3,7,.8-TCDD(Dioxin) 1613 1 L 2 x 1 L Amber Cool to 4°C3 7 Days' (Drinking Water) Glass Bottle w/teflon liner17 ' Polynuclear 610/8100 1 L 2 x1 L Amber Cool to 4°C3 7 Days' Aromatic 8270 Glass Bottle Remove Chlorine? Hydrocarbons w/teflon liner77 ' Solid Samples Semivolatile 8270 30 g Glass Jar Cool to 4'C3 14 Days70 Organics w/teflon liner77 Polynuclear 8100 30 g Glass Jar Cool to 4°C3 14 Days10 Aromatic 8270 w/teflon liner77 Hydrocarbons GRDUNDWATER ANALYTICAL 27 aim Pesticide and Herbicide Analyses Minimum Recommended Required Holding ' Category Methods Qty.1 Container(s)2 Preservation Times Aqueous Samples Carbamate Pesticides 531.1 60mL 2 x 125 Glass Bottle Cool to 4°C3 28 Days (Drinking Water) w/teflon liner17 Add Sodium Thiosulfate26 ' Adjust pH to 3 with Monochloroacetic Acid Buffer Organochlorine 608/8080 1 L 2 x 1 L Amber Cool to 4°C3 7 Days9 Pesticides&PCBs Glass Bottle Check pH;Adjust 5-96 w/teflon liner17 Remove Chlorine? Organochlorine Pesticides 508 1 L 2 x 1 L Amber Cool to 41C3 7 Days21 &PCBs Glass Bottle Add Sodium Thiosulfate26 (Drinking Water) w/teflon liner77 ' Polychlorinated Biphenyls 508A 1 L 2 x 1 L Amber Cool to 4°C3 14 Days 22 by Perchlorination Glass Bottle (Drinking Water) w/teflon liner17 Organohalide Pesticides 505 40 mL 3 x 40 mL Glass Vials Cool to 41C3 7 Days20 ' &PCBs w/teflon septa caps17 Add Sodium Thiosulfate26 (Drinking Water) Organophosphorus 614/8140 1 L 2 x i L Amber Cool to 4'C3 7 Days9 Pesticides Glass Bottle Check pH;Adjust 6-86 ' w/teflon liner17 Remove Chlorine' Chlorinated 615/8150 1 L 2 x 1 LAmber Cool to 4°CP 7 Days9 Herbicides Glass Bottle Remove Chlorine? ' w/teflon liner17 Chlorinated Herbicides 515.1 1 L 2 x 1 L Amber Cool to 40C3 14 Days 23 (Drinking Water) Glass Bottle Add Sodium w/teflon liner17 Thiosulfate26 Glyphosate 547 40 mL 2 x 40 mL Glass Cool to 41C3 14 Days (Drinking Water) Vial w/teflon liner Add Sodium Thiosulfate26 Endothall 548.1 100 mL 2 x 125 mL Glass Cool to 41C3 7 Days 21 (Drinking Water) Bottle w/teflon liner17 HCI to pH<24 i ' Add Sodium Thiosulfate26 Diquat and Paraquat 549.1 250 mL 1 x 1 L Amber Cool to 4°C3 7 Days27 (Drinking Water) - -Glass Bottle H2SO4 to pH<24 w/teflon liner17 Add Sodium Thiosulfate26 1 EDB and DBCP 504.1 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days (Drinking Water) Vials w/teflon Add Sodium Thiosulfate26 septa caps 12,17 EDB and DBCP 8011 40 mL 3 x 40 mL Glass Cool to 41C3 14 Days Vials w/teflon HCI to pH<24 septa caps 12,17 Remove Chlorine .Solid Samples 0rganochlorine 8080 30 g Glass Jar Cool to 4'C3 14 Days10 ' Pesticides&PCBs w/teflon Iiner1-7 Organophosphorus 8140 30 g Glass Jar Cool to 40C3 14 Days10 Pesticides w/teflon liner17 Herbicides 8150 30 g Glass Jar Cool to 41C3 14 Days10 ` w/teflon liner17 EDB and-DBCP 8260 log 1 x 125 mL Glass Cool to 41C3 14 Days Vial w/teflon septa cap 12,17 , ' OR 2 x 40 mL Glass Vials w/teflon septa caps 12.19,17 28 1 Hydrocarbon Analyses Minimum Recommended Required Holding Cagegory Methods Qty., Container(s)2 Preservation Time" ' Aqueous Samples 8 78 1 L 2 x 1 L Amber Cool to 4°C3 7 Days9 Hydrocarbon D332 Fingerprint Glass Bottle H2SO4 to pH<2 ' (GC/FID) w/teflon liner 17 Total Petroleum 418.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days Hydrocarbons Glass Bottle HISO4 to pH<2 (TPH-IR) w/teflon liner ' Oil and Grease 413.1 1 L 2 x 1 L Amber Cool to 4°C3 28 Days 413.2 Glass Bottle H2SO4 to pH<2 w/teflon liner Gasoline Range 8015/API 40 mL 3 x 40 mL Glass Cool to 4°C3 14 Days Organics Vials w/teflon HCI to pH<24 ' septa caps12 Diesel Range 8100/API 1 L 2 x 1 L Amber Cool to 41C3 7 Days' Organics Glass Bottle H2SO4 to pH<2 w/teflon liner17 ' MA DEP Volatile 8015/MA DEP 40ml- 3 x 40 mL Glass Cool to 4°C3 14 Days Petroleum Hydro- Vials w/teflon HCI or H2SO4to pH<24 carbons(VPH) septa caps12 MA DEP Extractable 8100/MA DEP 2 L 3 x 1 L Amber Cool to 41C3 14 Days Petroleum Hydrocarbons(EPH) 8270 Mod Glass Bottle H2so4or HCI to pH<24 with low-level PAHs(GC/MS-SIM) w/teflon liner17 Solid Samples Hydrocarbon D3328-78 30 g Glass Jar Cool to 4°C3 14 Days10 Fingerprint Modified w/teflon liner17 (GC/FID) Total Petroleum 418.1 30 g Glass Jar Cool to 4°C3 14 Days10 Hydrocarbons Modified w/teflon liner (TPH-1R) Oil and Grease 413.1 30 g Glass Jar Cool to 4°C3 14 Days10 413.2 w/teflon liner Modified Gasoline Range 8015/API log 1 x 125 mL Glass Cool to 4°C3 14 Days Organics Vial w/teflon septa cap 12 Diesel Range 8100/API 30 g Glass Jar Cool to 41C3 14 Days10 Organics w/teflon liner17 _ MA DEP Volatile Petroleum 8015/MA DEP 50g 1 x 125 mL Glass w/50mL Cool to 4°C3 14 Days Hydrocarbons(VPH) Methanol and Glass Jar r without Methanol. MA DEP Extractable 8100/MA DEP 30g Glass Jar Cool to 4°C3 14 Days Petroleum.Hydrocarbons(EPH) w/teflon linert7 Metals Analyses Minimum Recommended Required Holding Category.. Methods Qty.1 Container(s)2 Preservation Time8 Aqueous Samples Total Metals 200s 100 mL Plastic Bottle HNO3 to pH.<2 180 Days (except Mercury) 6010 Cool to 4°C3 ' 7000s Dissolved Metals 200s 100 mL Plastic Bottle Filter First" 180 Days (except Mercury) 6010 HNO3 to pH<2 ' 7000s Cool to 4°C3 Total Mercury 245.1 100 mL Plastic Bottle HNO3to pH<2 28 Days 7470 Cool to 4°C3 GROUNDWATER ANALYTICAL .29 I 1 • , , • • • 111 rel i I Metals Analyses Minimum Recommended Required Holding ' Category Methods bty.' Container(s)2 Preservation Time' Dissolved Mercury 245.1 100 mL Plastic Bottle Filter First" 28 Days 7470 HNO3 to pH<2 Cool to 4°C3 ' SDWA Lead and 200,9 1 L 1 x 1 L Plastic Cool to 4°C3 180 Days . Copper Rule 200.7 Bottle Chromium, 218.1-5 200 mL Plastic Bottle Cool to 4°C3 24 Hours Hexavalent Solid Samples Total Metals 6010 2 g Glass Jar Cool to 4°C3 180 Days (except Mercury) 7000s w/teflon liner ' Total Mercury 245.5 0.6 g Glass Jar Cool to 4°C3 28 Days 7471 w/teflon liner Hazardous Waste Characterization Analyses ' Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Solid Samples7e TCLP Volatile 1311 150 g 2 x 125 mL Glass Cool to 4°C3 14 Days19 ' Organics 8260 Vial w/teflon septum cap12 TCLP Metals, 1311 300 g Glass Jar Cool to 4°C? 28 Days79 Semivolatiles, 6010 w/teflon liner 14 Days19 Pesticides and 7000s Herbicides 8080 8150 8270 Ignitability 1010 100g Plastic or Glass Cool to 4°C3 None Modified Jar Corrosivity 9045 20 g Plastic or Glass Jar Cool to 4°C3 None Reactivity SW 846 20 g Plastic or Glas Jar16 Cool to 4°C3 None ' Paint Filter 9095 100 g Plastic or Glass Jar None None Conventional Physical Properties Analyses Minimum Recommended - Required Holding Category Methods Qty.' Container(s)2 Preservation Time? ' Aqueous Samples Color 110.1-3 50 mL Plastic or Glass Bottle Cool to 40CI 48 Hours Conductance 120.1 100 mL Plastic or Glass Bottle Cool to 4°C3 28 Days ' Hardness 130.1-2 100 mL Plastic or Glass Bottle Adjust pH<211 180 Days Cool to 4°C3 Odor 140.1 200 mL Glass Bottle Only Cool to 4°C3 24 Hours pH 150.1 25 mL Plastic or Glass Bottle None Analyze ' Immediately Solids,Total 160.1 100 mL Plastic or Glass Bottle Cool to 41C3 7 Days Dissolved(TDS) Solids,Total 160.2 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Suspended(TSS) Solids,Total.(TS) 160.3 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Solids,Total 160.4 100 mL Plastic or Glass Bottle Cool to 4°C3 7 Days Volatile(TVS) Solids,Settleable 160.5 1 L Plastic or Glass Bottle Co61 to 41C3 48 Hours (SS) Turbidity 180.1 100 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours 30 • Jilivil:101114-9I 49910 • •1 ' Conventional Inorganic Analyses 9 Y Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time' Aqueous Samples Acidity 305.1 100 mL Plastic or Glass Bottle Cool to 4°C3 14 Days Alkalinity 310.1-2 100 mL Plastic or Glass Bottle Cool to 41C3 14 Days ' Bromide 320.1 100 mL Plastic or Glass Bottle None 28 Days Chloride 325.1-3 50 mL Plastic or Glass Bottle None 28 Days Chlorine, 330.1-5 200 mL Plastic or Glass Bottle None Analyze ' Total Residual Immediately Cyanides 335.1-3 500 mL Plastic or Glass Bottle Remove Sulfide 14 14 Days NaOH to pH>12 Cool to 4°C3 ' Fluoride 340.1-3 300 mL Plastic Bottle Only None 28 Days Iodide 345.1 100 mL Plastic or Glass Bottle Cool to 41C3 24 Hours Nitrogen,Ammonia 350.1-3 400 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days Cool to 4°C3 ' Nitrogen, 351.1-4 500 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days Total Kieldahl Cool to 4°C3 Nitrogen, 353.1-3 100 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days ' Nitrate plus Nitrite Cool to 4°C3 Nitrogen, 353.2-3 100 mL Plastic or Glass Bottle Cool to 41C3 48 Hours Nitrate(Wastewater) Nitrogen,Nitrate 353.2-3 100 mL Plastic or Glass Bottle Cool to 41C3 28 Days ' (Chlorinated Drinking Water) Nitrogen,Nitrate 353.2-3 100 mL Plastic or Glass Bottle Cool to 40C3 14 Days (Non-Chlorinated Drinking Water) H,SO,to pH<24 Nitrogen, 353.2-3 50 mL Plastic or Glass Bottle Cool to 40C3 48 Hours Nitrite Minimum Recommended Required Holding Category Methods Qty.1 Container(s)2 Preservation Time' Aqueous Samples Orthophosphate 365.1-3 50 mL Glass Bottle Only Filter(0.45 µm) 48 Hours Cool to 4°C3 Oxygen,Dissolved. 360.1 300 mL Glass Bottle Only None Analyze Immediately Phosphorous,Total 365.1-4 50.mL Glass Bottle Only H2SO4 to pH<2 28 Days Cool to 41C3 Silica 370.1 50 mL Plastic Bottle Only Cool to 40C3 28 Days ' Sulfate 375.1-4 50 mL Plastic or Glass Bottle Cool to 41C3 28 Days Sulfide 376.1-2 500 mL Plastic or Glass Bottle NaOH to pH>9 7 Days 2 mL Zinc Acetate Cool to 40C3 ' Sulfite 377.1 50 mL Plastic or Glass Bottle None Analyze Immediately Conventional Organic Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(s)2 Preservation Time? Aqueous Samples Biochemical 405.1 1 L Plastic or Glass Bottle Cool to 41C3 48 Hours Oxygen Demand ' (5 Day BOD) Chemical 410.1-4 50 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days Oxygen Demand Cool to 40C3 (COD) t i 1 ' GROUNDWATER ANALYTICAL 31 Conventional Organic Analyses ses g Y Minimum Recommended Required Holding Category Methods Qty.' Container(s)'. Preservation Time' Aqueous Samples Organic Carbon, 415.1 25 mL Plastic or Glass Bottle H2SO4 to pH<2 28 Days Total(TOC) Cool to 4°C3 ' Phenolics 420.1-3 500 mL Glass Bottle Only H2SO4 to pH<2 28 Days Cool to 4°C3 Surfactants 425.1 250 mL Plastic or Glass Bottle Cool to 4°C3 48 Hours ' (MBAs) Microbiological Analyses Minimum Recommended Required Holding Category Methods Qty' Container(s)z Preservation Time' ' Aqueous Samples C3 6 Hours Coliform, Various 100 mL Sterilized Bottle Cool to 4° Total(Wastewater) Remove Chlorine' Coliform, Various 100 mL Sterilized Bottle Cool to 40C' 6 Hours ' Fecal (Wastewater) Remove Chlorine' Coliform, Various 100 mL Sterilized Bottle Cool to 4°C3 30 Hours Total(Drinking Water) Remove Chlorine' Coliform, Various 100 mL Sterilized Bottle Cool to 4'C3' 30 Hours Fecal(Drinking Water) Remove Chlorine' E.Cols Various 100 mL Sterilized Bottle Cool to 4°C3 30 Hours (Drinking Water) Remove Chlorine' Radiological Analyses Minimum Recommended Required Holding Category Methods Qty.' Container(sy Preservation Time' Gross Alpha and Beta 900.0 1 L Plastic or Glass Bottle HCI or HNO to pH<2 180 Days ' Radium-226 903.1 1 L Plastic or Glass Bottle HCl or HNO3 to pH<2 180 Days Radium-228 904.0 1 L Plastic or Glass Bottle HCI or HNO to pH<2 180 Days Strontium-90 905.0 1 L Plastic or Glass Bottle HCI.or HNO to pH<2 160.pays ' Tritium 906.0 1 L Glass-Bottle None 180 Days 32 • 1 • M FOR, in[elm 1 SAMPLING NOTES 1. The minimum quantity specified is the minimum amount of sample material the vial.The cap should then be gently placed on the vial,taking care not to necessary to perform the analysis.This quantity allows for no margin of disturb the crown of liquid,and firmly rotated tight.The vial should then be error. examined to verify the absence of all air bubbles. For some analyses,Groundwater Analytical recommends specific types and Solid samples for Volatile Organic Analyses(VOA) must also be collected numbers of containers(e.g.,an Aqueous Volatile Organic sample requires 3 with a minimum of headspace or air pockets.Sample vials should be packed x 40 mL Glass Vials w/teflon septum caps).In such cases,the recommended fully and tightly sealed.Vial threads should be wiped clean prior to capping container(s)allow for an adequate margin of error. for best seal.When packing vials,however,avoid excessive manipulation of the sample material which may result in a loss of volatile organics.A wide For other analyses,Groundwater Analytical only recommends a general type mouth 125 mL Glass Vial Wteflon septum cap is the preferred sample con- of container(e.g.,a Solid Semivolatile Organic sample requires a Glass Jar tainer. w/teflon liner).In such cases,it is strongly recommended that twice the mini- mum quantity of sample material be collected in the recommended type of 13. Solid samples forVolatile Organic Analyses may be collected in 40 mL Glass container. Vials that have been acidified with Sodium Bisulfate(NaHSO4),Hydrochloric Acid(HCI)or Sulfuric Acid(H2SO4).The presence of acid in the container will For solid samples,in addition to the minimum quantities required for indi- have no detrimental effect on the sample. vidual analyses, each sample also requires 20 g of sample material for a percent solids(or percent moisture)determination.Example:A soil sample 14. Maximum holding time is 24 hours when Sulfide is present.Samples may be collected forTPH-IR(30 g),8 RCRA Metals(2.6 g)and PCBs(30 g)requires tested with lead acetate paper before the pH adjustment in order to deter- a minimum of 62.6 g of material for the desired analyses,and 20 g of material mine if Sulfide is present.If Sulfide is present,it can be removed by the addi- for percent solids(or percent moisture),for a total required minimum of 82.6 tion.of Cadmium Nitrate powder until a negative spot test is obtained.The ' g of material.It is then recommended that this minimum by doubled,and at sample is then filtered,and NaOH is added to adjust the pH>12. least 165.2 g of sample material be collected in a Glass Jar w/teflon liner. 15. Adjust to pH<2 with Nitric Acid(HNO3)or Sulfuric Acid(HZSO4).Acidification For solid samples,all minimum quantities are calculated net of all foreign retards biological action,reduces absorption effects and prevents the forma- objects,such as sticks,leaves and rocks. tion of precipitates and/or complexes. ' 2. Only sample containers pre-cleaned according to US EPA protocols are rec- 16. Samples should be collected with a minimum of aeration.The sample bottle ommended.Appropriate pre-cleaned and pre-preserved containers are avail- should be filled completely,excluding all headspace,and capped. able from Groundwater Analytical.Pre-cleaned sample containers should not be prerinsed with sample prior to sample collection.Prerinsing may cause 17. Extractable organic samples are susceptible to Phthalate ester contamina- elevated results. tion. Phthalate ester contamination is generally caused by sample contact ' with a plastic material,particularly flexible plastics.Use care to avoid sample 3. Samples should be immediately cooled,stored and shipped refrigerated.40C contact with any plastic,other than Teflon. (34°F)is the recommended temperature.Refrigeration retards biological deg- radation,reduces the volatility of compounds,retards the hydrolysis of non- 18. Specified quantities of sample material are for only single phase solid samples aqueous compounds, reduces absorption effects and prevents continuing (i.e.no free liquids).Liquid phase or multiple phase samples require different chemical reactions. quantities of sample material.Contact laboratory for advice prior to collecting 4. Adjust to pH<2 with Hydrochloric Acid(HCI).Acidification retards biological liquid phase or multiple phase samples forTCLP analyses. action,reduces absorption effects and prevents the formation of precipitates 19. Samples forTCLP Volatile Organics analysis must be leached within 14 days and/or complexes.Sulfuric Acid(HZSO)or Sodium Bisulfate(NaHSO4)may of collection.The leachate must then be analyzed within 14 days of leaching. be substituted for HCI in EPA Methods 8010,8011,8020 and 8260. ' Samples forTCLP Metals analysis must be leached within 28 days of collec- 5. Adjust to a pH range of 4.0 to 5.0 with Hydrochloric Acid(HCI),Sulfuric Acid tion,if Mercury is being analyzed.The leachate must then be analyzed within (H2SO4)or Sodium Hydroxide(NaOH). 28 days of leaching.if Mercury is not being analyzed,then samples forTCLP Metals must be leached within 180 days of collection,and the leachate ana- 6. If sample will not be received by laboratory within 24 hours of collection,then lyzed within 180 days of leaching. t adjust to specified pH range with Sulfuric Acid(H2SO4)or Sodium Hydroxide (NaOH).The pH adjustment may be omitted if it is performed upon receipt at Samples for TCLP Semivolatile Organics,TCLP Pesticides,and TCLP Her- the laboratory within 24 hours,and may be omitted if the sample is extracted bicides analyses must be leached within 14 days of collection.The leachate within 48 hours of collection. must then be extracted within 7 days of leaching.The extract must then be ' 7. If free chlorine is present in the sample,then Sodium Thiosulfate(Na2S 0) analyzed within 40 days of extraction. should be added.Free chlorine can react with organic compounds to form 20. Samples must be analyzed within 7 days of collection.However,if Heptachlor chlorination by-products. Free chlorine is likely to be found in chlorinated is not being determined,sample holding time to analysis may be extended to municipal drinking waters and treated wastewaters.Sodium Thiosulfate,a 14 days. reducing agent,is added to remove the free chlorine.For most levels of free chlorine,add 4 drops of 10%Sodium Thiosulfate to samples in 40 mL vials, 21. Samples must be extracted within 7 days of collection.Extracts must then be ' and add 5 mL of 10%Sodium Thiosulfate to samples in 1 L Bottles. analyzed with 14 days of extraction. B. The listed Holding Time is the maximum of time a sample may be held be- 22. Samples must be extracted within 14 days of collection.Extracts must then tween collection and initiation of analysis or extraction. be analyzed with 30 days of extraction. 9. Samples must be extracted within 7 days of collection.Extracts must then be 23. Samples must be extracted within 14 days of collection.Extracts must then analyzed within 40 days of extraction. be analyzed with 28 days of extraction. 10, Samples must be extracted within 14 days of collection.Extracts must then 24. Add 40-50 mg of Sodium Sulfite to each liter of sample to reduce free chlo- be analyzed within 40 days of extraction. rine that may be present.Free chlorine can react with organic compounds to ' 11. Samples fordissolved metals must be filtered prior to preservation with Nitric form chlorination by-products. Free chlorine is likely to be found in chlori- nated municipal drinking waters and treated wastewaters.Alternatively,use Acid(HNO3). Filtration must be done with a 0.45 micron membrane filter. 40-50 mg of Sodium Arsenite.Do not use Sodium Thiosulfate,as it may pro- Field filtration and preservation is preferred. duce a residue of elemental sulfur which may interfere with the determination of some analytes. However,if field filtration is not possible,samples should be cooled to 40C ' and shipped to the laboratory for filtration and preservation.Filtration must be 25. Samples must be extracted within 7 days of collection.Extracts must then be done as soon as practical after collection.Groundwater Analytical recom- analyzed with 30 days of extraction. mends that filtration be done within 24 hours of collection.If samples are not going to be field filtered,do not preserve samples with Nitric Acid(HNO3). 26. Add Sodium Thiosulfate to reduce free chlorine that may be present.Free chlorine can react with organic compounds to form chlorination by-products. ' 12. Aqueous samples forVolatile Organic Analyses(VOA)must be collected with- Free chlorine is likely to be found in chlorinated municipal drinking waters. out any headspace or air bubbles.Volatile organics dissolved in water tend to Use approximately 80 mg of Sodium Thiosulfate per liter of sample. volatilize readily and will fill any air bubble available in the vial.Particularly with low level samples,this results in a loss of material upon opening the vial. 27. Samples must be extracted within 7 days of collection.Extracts must then be VOA vials must be filled slowly until the liquid forms a meniscus on the rim of analyzed with 21 days of extraction. ' GROUNDWATER ANALYTICAL 33' 1 ' COMMONWEALTH OF MASSACHUSET.TS DEPARTMENT OF ENVIRONMENTAL PROTECTION 1 - STANDARD-REFERENCES FOR 'MONITORING. WELLS SECTION 1.2 TABLE OF CONTENTS Section 1.2 Page i i January 1991 SECTION 1.2 TABLE OF CONTENTS 1.0 Introduction 1.1 Foreword 1.2 Table of Contents 1.3 Definitions 2.0 First Steps 2.1 Reconnaissance Surveys 2.2 work and Cost Plans (Reserved) 2.3 Health and Safety Plans ' 3.0 Subsurface Investigations 3.1 Exploratory Test Pits ' 3.2 Drilling Techniques 3.3 Borings in Contaminated Areas 3.4 In-Situ Sampling of Soil 3.5 soil Classification 3.6 In-situ Sampling of Rock 3.7 Rock Classification 3.8 Laboratory Tests for Soil 3.9 Plugging Boreholes -- - 4.0 Piezometers, .observation wells and Monitoring wells ' 4.1 . Monitoring well Network Design 4.2 selection of well Construction Materials 4.3 well Installation Procedures ' 4.4 As-built Notes and Records 4.5 well Development 4.6 Decommissioning of Monitoring wells ' 5.0 Interpretation of Ground water and Aquifer Characteristics 5.1 water Level Measurements ' 5.2 In-Situ Hydraulic Conductivity Tests 5.3 ' Pumping Tests 5.4 Packer Tests 5.5 surveying and Datum Planes 6.0 Sampling of Monitoring wells 6.1 , Quality Assurance/Quality Control 6.2 sampling Techniques 6.3 Sample Handling 6.4 Chain of Custody 6.5 Decontamination of sampling Equipment Section 1.2 '1. Page ii January 1991 Section 1.2 Table of Contents (continued) ' 7.0 Computer Models (Reserved) 8.0 Geophysical Techniques (Reserved) 1 1 1 1 1 1 1 1 1 . 1 1 I ' 1 1 1 � I 1